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HomeMy WebLinkAbout3210 Youngfield Streeti CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: 216 ZZR LlNo one available for inspection: Tim . .� ., M/PM Re -Inspection required: Yes11 When corrections have been made, schedule for re -inspection online at. http✓/www.ci.wheatridge.co.usrnse tion( _ Date: I Z In -pec - DO NOT REM E THIS NOTICE City of Wheat Ridge Commercial Electric PERMIT - 201900629 PERMIT NO: 201900629 ISSUED: 04/08/2019 JOB ADDRESS: 3210 Youngfield St EXPIRES: 04/07/2020 JOB DESCRIPTION: Commercial electric installing 4 outdoor Tongsten smart heaters, ceiling mount with 4 new 30 AMP dedicated circuits. *** CONTACTS *** OWNER (303)274-0370 STARBUCKS *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 370 / Fast Food Restaurants BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 4,500.00 FEES Total Valuation 0.00 Use Tax 94.50 Permit Fee 125.05 ** TOTAL ** 219.55 *** COMMENTS *** *** CONDITIONS *** Work must comply with the 2017 NEC, 2012 IBC and other applicable codes and ordinances. Work is ubject to field inspection. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owne�of�T -'r erty and am authorized to obtain this permit and perform the work described and approved in conjunction with this pennrt. 1 fui er attest th I am le ally authorized to include all entities named within this document as parties to the work to be p formed an that all w issc4osed in this docu nt and/or its' accompanying approved plans and specifications. Si atu e of OWNE o CONTRACTOR (Circle one) at I. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The pen -nit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance orgran n of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any app cable code ora rdinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY City of RCOMr `7`I heat Rgt- MUNi7Y DEVELOPMENT Building & Inspection Services 7500 W. 29t' Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(cDci.wheatridge.co.us FOR OFFICE USE ONLY Da��v Plan/Permit # Plan Review Fee: Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: Proaertv Owner Property Owner Email: 324D, - print): sl R2UCG�cS N Tenant Name (Commercial Projects Only) ( A(� 13vC lytS Property Owner Mailing Address: (if different than property address) Address: SAXt,_-- City, State, Zip: Phone: Architect/Engineer: 1� // '}�' Arch itect/Eng 1 neer E-mail: L i o n l V 2 IQ,, eA e 1`�Jhone: C70 . 322 , Lj 7 3 Contractor Name:�fJ�rJ (tee-CGT��Z City of Wheat Ridge License #: Contractor E-mail Address: e iC C For Plan Review Questions & Comments (please print): 0370 Phone: 333 , ZCe 3 - hO CC�� CONTACT NAME (please print): -Tkso J �J ::LfS Phone: 3c� 2( 3 CONTACT EMAIL(p/ease print): IC%t3C)61 C c'--elct - e leC t 0'iC, C')-1 Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all highlighted fields, if applicable. `®COMMERCIAL ❑ RESIDENTIAL Provide description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. -Jv S (4 t- ` q YV F VJ o uT c 0 /2-- &0 112D o 3-S (�Coo('J) Sq. FULF 30 4-�-A P BTUs D 1:—� ,D i7" -TF-,,V G,7L.0 v. `%S Gallons Amps Squares For Solar: FON # of Panels Requires Structural For Commercial Projects Only: Occupancy Type: Construction Type: Occupancy Load: Square Footage: Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record: that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal oHmer of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) CONTRALTO or AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last Dame): `` —�� DATE: Printed Name:J�, ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Building Division Valuation: '1�t BROMIC HEATING TUNGSTEN SMART -HEAT TM ELECTRIC HEATER BY BROMIC INSTALLATION, INSTRUCTION AND SERVICE MANUAL SUITABLE FOR ELECTRIC HEATER MODELS: TUNGSTEN 2000W, 3000W, 4000W- AND TUNGSTEN 6000W & IMPORTANT READTHIS MANUAL CAREFULLY. SEE INSIDE COVER FOR IMPORTANT INFORMATION ABOUTTHIS MANUAL.KEEP INSTRUCTION WITH APPLIANCE FOR FUTURE REFERENCE. Version 1.6 USA This manual contains important information about the installation, operation, and maintenance of Tungsten Smart -Heat'" Electric Heaters. Please pay close attention to the important safety information shown throughout this instruction manual. Any safety information will be accompanied by the following safety alert symbols: ® DANGER& WARNING, &OPORTANT • READ THIS MANUAL CAREFULLY before installing or servicing this product. • Improper installation, operation, or maintenance can result in death, severe injury, or property damage. • Use this heater only as described in this manual. Any other use not recommended by the manufacturer may cause fire, electric shock, or injury to persons • This appliance is intended for fixed installation with 230- 240Volt power supply. • Installation MUST be carried out by a licensed and authorised technician in accordance with local electrical codes. • For Domestic and Commercial Use • Patent Pending & Registered Design NOTE: IMPORTANT INSTRUCTIONS, SAVE THESE INSTRUCTIONS BROMIC HEATING BROMIC HEATING Head Office:110 Phiney Place, Ingleburn NSW 2565 Australia Telephone: 1300 276 642 (within Australia) or +61 2 9748 3900 (from overseas) Email: info@bromicheating.com Web: www.bromicheating.com Note: Bromic Heating reserves the right to make changes to specifications, parts, components and equipment without prior notification. This Installation, operation and service manual may not be reproduced in any form with prior written consent from Bromic Heating. WARNING Read all instructions before installing or using this heater Use this heater only as described in this manual. Any other use not recommended by the manufacturer may cause fire, electric shock, or injury to persons. • Improper installation, adjustment, oralteration andfailure to follow the warnings and instructions in this manual could result in severe personal injury, death or property damage. • The manufacturer is not responsible for any damage that could happen from improper use.The manufacturer emphasises that this appliance should be used in a responsible manner and that all procedures, warnings, and safety instructions contained in this booklet be followed strictly. This heater is not intended for use in bathrooms, laundry areas and similar indoor locations. Never locate heater where it may fall into a bathtub or other water container. • Do not install the heater directly near a bathtub, shower or swimming pool. Any switches or controls must not be within reach of a person in the bathtub, shower or swimming pool. • This heater is hot when in use. To avoid burns do not let bare skin touch hot surfaces. Keep combustible materials such as furniture, pillows, bedding, papers, clothes, etc. and curtains at least 3' (900mm) from the front the front of the heater and keep them away from the sides and rear. Extreme caution is necessary when any heater is used by or near children or invalids and whenever the heater is left operating and unattended. • This appliance is not intended for use by persons (including children) with reduced physical, sensory or mental capabilities, or lack of experience and knowledge, unless they have been given supervision or instruction concerning use of the appliance by a person responsible for their safety. Keep packaging materials out of reach of children Children and adults should be alerted to the hazards of high surface temperatures and should stay away to avoid burns, clothing ignition, or other serious personal injury • Children should be carefully supervised when they are in the area of the heater. Do not attempt to alter the unit in any manner. • Do not paint any surface of the heater. Do not touch the heater with wet hands at any time. Do not insert or allow foreign objects to enter front cover or front opening as this may cause an electric shock or fire, or damage the heater Do not touch the heating surface at any time, even when the heater is turned off and has cooled down. Do not use or store flammable materials near this appliance • Do not spray aerosols or flammable materials in the vicinity of this appliance while it is in operation Never operate the heater in an explosive environment such as areas where petrol or other flammable liquids or vapours are stored. Clothing or other flammable materials should not be hung from the heater or placed on or near the heater. INSTALLATION IMPORTANT- Installation must be carried out by a licensed and authorised person. The installer is to ensure that the requirements of the local authority, local electrical installation code, municipal building codes, and any other relevant statutory regulations are carried out. After unpacking, make sure the appliance shows no signs of visible damage or tampering. If the appliance appears damaged, contact the place of purchase for assistance. Remove transit protection before use. This appliance must only be used on a 230-240 Volt AC Single Phase electricity supply. • This radiant heater is NOT intended to be installed on recreational vehicles and/or boats. Do not run cord under carpeting. Do not cover with throw rugs, runners or the like arrange cord away from traffic area and where it will not be tripped over • A heater has hot and arcing or sparking parts inside. Do not use it in areas where gasoline, paint or flammable liquids are used or stored. • To maintain Ingress Protection Rating (IPX4), only IPX4 rated conduit fittings should be used for electrical installation. • Warning —To Reduce the risk of fire with Danger—To Avoid Fire • This Installation, Operation and Service manual should not be removed from the site of installation. Installer should leave manual with the customer for future reference. Any guard or other protective device removed for servicing (conducted by an authorised person) must be replaced before operating the heater. Heaters are not intended to be installed in wardrobes. The appliance must not be located directly below or in front of a wall electricity socket.This is because the heat radiated from the appliance may damage the electricity outlet or plug. If the appliance has not been used, or will not be used, for a long period of time, disconnect power supply • A means for disconnection of the heater must be incorporated in the fixed wiring according to the local electrical codes. Do not mount the heater vertically. Install Heater so that the infrared elements are • Horizontal. Failure to do this may cause the heating element within the tube to sag and cause premature burnout. Installing vertically will void the manufacturer's warranty. CLEARANCE • Do not place articles on or against this appliance A minimum safety distance of 3' (900mm) should always be left in front of the appliance. Be sure the heater is not facing the ceiling or flammable or combustible substances/materials. MAINTENANCE/ REPAIR Installation and repair must be carried out by a qualified & licenced service person only. The heater should be inspected s before use and at least annually serviced & inspected by a qualified & licenced service person. Do not perform maintenance until heater has been turned off, power disconnected, and heater temperature has cooled to room temperature. • Check for damage to the appliance regularly. If damage to the appliance is suspected, discontinue use immediately and contact the supplier or qualified person to repair. If the supply cord is damaged, it must be replaced by an authorised and licenced person in order to avoid a hazard. • At the end of this product's useful life, it must not be disposed of as domestic waste, but must be taken to a collection centre for waste electrical and electronic equipment. It is the user's responsibility to dispose of this appliance through the appropriate channels at the end of its useful life. Failure to do so may incur the penalties established by laws governing waste disposal. Proper differential collection, and the subsequent recycling, processing and environmentally compatible disposal of waste equipment avoids unnecessary damage to the environment and possible related health risks, and also promotes recycling of the materials used in the appliance. For further information on waste collection and disposal, contact your local waste disposal service, or the place of purchase Model 2000W 3000W 4000W 6000W Part no. BH0420002 BH0420003 BH0420004 BH0420005 No. of Elements Single element Single element Double element Double element Bracket Length 6.5" 6.5" 9.5" 9.5" Power (Watts) 1.8 - 2.OkW 2.8 - 3.OkW 3.4-3.9kW 5.4-5.9kW Heating Area* up to 64ft2 up to 100ft2 up to 120ft2 up to 144ft2 Power connection required (Volts/ Amps) 230-240V - a.c.- 50/60Hz / 8.3A 230-240V -a.c.- 50/6OHz / 12.5A 230-240V -a.c.- 50/60Hz / 16.6A 230-240V -a.c.- 50/60Hz / 25A Dimension (W"xD"xH") 44"x 8.5"x 3.5" 56"x 8.5"x 3.5" 44"x 8.5"x 3.5" 56"x 8.5"x 3.5" Weight (kg) 19.8lbs 22lbs 19.8ibs 22lbs Finish Black High Temperature Coating *Heating areas are based on protected environment with mounting height of 96"(8). For unprotected and extremely cold and windy environments heating areas can be less. Please contact Bromic Heating for further advice. PRODUCT FEATURES • The Tungsten Smart -Heat Electric heaters are designed to provide efficient spot heating for commercial and residential applications. • Suitable for indoor and outdoor heating applications such as restaurants, cafes, bars and clubs, factories, office spaces, designated smoking areas, public areas, hotels and more. • The heaters are available in 2000W, 3000W, 4000W and 600OW models to suit a range of environments. • High temperature corrosion -resistant coating. • IPX4 water ingress protection rating. • Soft glow infrared heating element - No harsh glare. • Wall and ceiling mounting brackets allowing adjustable angle of the heating direction. • Tube elements are included with the heater and easily installed. • Heater is equipped with spectral reflector for excellent radiant heat output. • Patent Pending & Registered Design WARNING DO NOT MOUNTTHE HEATER VERTICALLY! Heater MUST be installed so that the tube elements are horizontal. Failure to do this will cause the heating element within the tube to sag and cause premature burnout. Installing vertically will void the manufacturers warranty. INSTALLATION CLEARANCES &WARNING DO NOT MOUNTTHE HEATER VERTICALLY! For outdoor installation heater must be mounted with face of heater angled down. For longest product life & to maintain product appearance mount heater under cover & protect from rain & weather whenever possible. FOR 2000W & 3000W MODELS 2000W & 3000w models must be installed with the minimum installation clearances shown in below diagrams. 2000W & 3000W models are supplied with short mounting brackets to be used for both ceiling & wall mounting. INSTALLATION CLEARANCES FOR 4000W & 6000W MODELS 71"(6') WALL MOUNTING MINIMUM j CLEARANCE TO FLOOR FOR CANADA (CETL) APPROVAL DO NOT INSTALL LESS THAN 96" (8') FROM THE FLOOR. 4000W & 6000W models must be installed with the minimum installation clearances shown in below diagrams. 4000W & 6000W models are supplied with long mounting brackets to be used for both ceiling & wall mounting. Alternatively, short mounting brackets can be used for wall mounting of the 4000W & 6000W models to position the heater closer to the wall. Short mounting brackets must be purchased separately. 96"(8') 18" ( CEILING MOUNTING MINIMUM CLEARANCE TO FLOOR I L 12" 71"(6') WALL MOUNTING MINIMUM CLEARANCE TO FLOOR FOR CANADA (CETL) APPROVAL DO NOT INSTALL LESS THAN 96"(8') FROM THE FLOOR. 4 CEILING & WALL MOUNTING 1. Mark mounting hole centres on ceiling or wall. 2. Attach mounting brackets to ceiling or wall using appropriate fasteners (Not supplied). 3. Bring heater up to mounting brackets and lock into position with M5x10 screw & nut. 4. Rotate heater to required angle. Lock into position with self tapping screw. 5. Make electrical connection from heater to power supply. CHAIN SUSPENSION (SOLD SEPARATELY) 1. Heater must be installed with heater surface 96" (8') above the floor level. If required, cut down length of chain to ensure correct installation height. 2. Attach chains to heater with "S" hooks. Crimp "S" hooks closed after assembly. 3. Prepare ceiling structure for heater. Attach chains to ceiling structure & suspend heater. 4. Make electrical connection from heater to power supply. If required fix suply power cord to ceiling chain with cable ties. OMounting Hole Centres & Heater Position 2000W & 4000 Models 24" 3000W & 6000 Models 35.5" (y) 3 TUBE SUSPENSION (SOLD SEPARATELY) Mark mounting hole centres on ceiling. Attach mounting brackets to ceiling using appropriate fasteners (Not supplied). 2. Heater must be installed with heater surface at least 2400mm above the floor level. Supplied suspension tubes position heater surface 1000mm below the ceiling surface. If required, cut down length of suspension tubes to ensure correct installation height. Minimum distance from front surface of heater to ceiling surface must be 250mm for 2000W & 3000W models & 330mm for 4000W & 6000W models. 3. If suspension tubes are cut down, drill new mounting holes in each tube. 4. Make electrical connection in junction box as per electrical installation instructions in this manual. 5. Feed power cord through suspension tube. 6. Assemble suspension tubes to rear bracket with M5 screw, spring washer and nut. 7. Rotate heater to required angle. 15° or 30° in either direction. Lock into position with self tapping screw. 8. Raise heater assembly into position. Attach suspension tubes to ceiling brackets with M5x35mm screws, spring washers & nuts. 9. Make electrical connection from suspension tube power cord to power from ceiling as per electrical installation instructions in this manual. (DMounting Hole Centres & Heater Position 2000W & 4000W Models 57 3000W & 6000W Models FO 06,5 C) o N OSuspension Tube Mounting Hole CEILING RECESS KIT (SOLD SEPARATELY) 1. Prepare ceiling cut out & ceiling box. Minimum ceiling box dimensions must be as shown in table. Heater must be installed with heater surface at least 2400mm above the floor level. 2. From below, bring ceiling frame up and into ceiling cut out. 3. Fasten ceiling frame to ceiling box through mounting holes with fasteners (not supplied). 4. Prepare heater for installation. Attach mounting brackets to both ends of heater with supplied fasteners. 2 LAYERS OF 5/8" FIREPROOF INSULATION MUST BE INSTALLED ON ALL SURFACES OF CEILING BOX MODEL DIMENSION "A" 2000W & 4000W 46" 3000W & 6000W 57.5" 5. Assemble supplied terminal blocks, wire, conduit & junction box cover. The Ceiling Recess Kit is supplied with 5 wires & 2 terminal blocks. Not all parts are required for all installations. See wiring diagrams for installation options. For double element heater models the elements can be wired to be turned on independently or together. 7. Raise one side of heater up into the ceiling box & then raise whole heater into cavity. 8. Rotate the heater into horizontal position in the ceiling box & then lower down onto the ceiling frame. 9. Ensure all four side mounting brackets are hooked over the ceiling frame & centre the heater inside the frame. 10. Make electrical connection from heater to power supply as per electrical installation instructions in this manual. Connection to be made outside the ceiling box on the side or top of the ceiling box. 4`� A& WARNING This Heater MUST be permanently Installed and hard wired by an authorised/licenced person. Do Not perform maintenance, or carry out installation or assembly procedure while electrical power is switched on. 1. Remove the front cover from the heater. Check that ring terminals are crimped securely to cables. 2000W & 3000W models have one cable at each end for assembly of one element. 4000W & 6000W models have two cables at each end for assembly of two elements. The first element must be connected to the cables marked L1 & N1. The second element must be connected to the cable marked L2 & N2. 3. Fasten elements to cables. Remove outer nut & lock washer from the threaded stud on the element. Assemble ring terminal to the threaded stud & secure with outer nut and lock washer. Use one spanner to hold the inner nut on the element, while fastening the outer nut with a second spanner. Repeat for other end of element. 4. Put elements in the support bracket. For 2000W & 3000W models put element in the centre position. For 4000W & 6000W models put elements in the outside positions. 2000W & 3000W Models 4000W & 6000W Models 2000W & 3000W Models 4000W & 6000W Models S. Close element lock bracket & fasten with self tapping screw. Repeat for other end of heater. 6. Assemble end caps at both ends of the heater with 2 self tapping screws. For 4000W & 6000W models ensure that the middle tab of the end caps are slotted behind the element support bracket. 7. Assemble front cover onto the heater. Hook front cover to one side of the heater and push other side down. Fasten into position with 3 self tapping screws. 2000W & 3000W Models 4000W & 6000W Models 'te• ///i�111 .��A/1������ti���SfS♦SI�I�la1 id WARNING This Heater MUST be permanently Installed and hard wired by an authorised/licenced person. Do Not perform maintenance, or carry out installation or assembly procedure while electrical power is switched on. i WARNING ELECTRICAL SHOCK HAZARD! Serious injury or death may occur. Disconnect from electrical supply before installing or servicing this heater. Read and follow installation clearance requirements outlined in this manual. The Appliance MUST be connected to a properly grounded electrical source. ELECTRICAL INSTALLATION 1. Check product label for correct voltage and wattage. Make sure power source conforms to the heaters requirements. 2. Junction box has a 0.86" (22mm) to a standard 1/2 "weather tight conduit fittings. Install cord grip with minimum rating of IPX4 to maintain the water ingress protection rating of the heater. Cord grip must have minimum temperature rating of 90°C (1947). Failure to install correctly will avoid the manufacturer's warranty. 3. For supply connections, use suitable power supply wire at least 90°C (194°F). Use Copper or aluminium wire. For 2000W Model: Use only on 15 Ampere branch circuit. For 3000W Model: Use only on 20Ampere branch circuit 4. Make electrical connections in accordance with local electrical code regulations. For outdoor installation all connections must be made in accordance with local electrical code regulations for outdoor wiring. Only use wiring components approved for outdoor use with minimum IPX4 rating. For 2000W & 3000W models the junction box has one active and one neutral pig tail. For 4000W & 6000W models thejunction box has the two marked and two unmarked pig tails. Use the two marked pig tails for the first element. Use the two unmarked pig tails for the second elements. Earth ground wire screw is located in the end of junction box Assemble the junction box cover & gasket. Ensure that the junction box cover gasket (supplied with unit) is installed to maintain the IPX4 water ingress protection rating of the heater. Failure to install correctly will void the manufacturer's warranty WIRING DIAGRAM TUNGSTEN SMART -HEAT ELECTRIC STANDARD INSTALLATION 2000W & 3000W MODELS WIRING DIAGRAM TUNGSTEN SMART -HEAT ELECTRIC STANDARD INSTALLATION 4000W & 6000W MODELS WARNING 240 V AC 240 V AC Single Phase SINGLE PHASE Heater must be permanently AC I installed and hard wired by an Risk of authorised/licenced person. Electric Shoc4 WIRING DIAGRAM TUNGSTEN SMART -HEAT ELECTRIC STANDARD INSTALLATION 4000W & 6000W MODELS WIRING DIAGRAM TUNGSTEN SMART -HEAT ELECTRIC OPTIONAL INSTALLATION 4000W & 6000W MODELS WARNING 240 V AC 240 VAC Single Phase SINGLE PHASE Heater must be permanently AC I installed and hard wired by an Risk of authorised/licenced person. Ciectric ShnCk WIRING DIAGRAM TUNGSTEN SMART -HEAT ELECTRIC OPTIONAL INSTALLATION 4000W & 6000W MODELS r— — — — — — — — — — WARNING 240 V AC 240 VAC Single Phase SINGLE PHASE Heater must be permanently AC I installed and hard wired by an Risk of authorised/licenced person. Electric Shock r— — — — — — — — — — I EARTH 240 V AC WIRE SINGLE PHASE I _ AC I Junction Box I Heater Element 1 1 r— — — — — — — — — — I EARTH 240 V AC WIRE SINGLE PHASE I � = L_T__C_' AC I I I— — — — — — — — — — — — — — — l EARTH 240 V AC 240 V AC WIRE I SINGLE PHASE SINGLE PHASE IT AC AC I I Junction Box I Heater Element 1 1 Heater Element 2 1 ! WARNING Servicing and maintenance MUST be carried out by an authorised and licensed person only ! WARNING ELECTRICAL SHOCK HAZARD! Serious injury or death may occur. Disconnect from electrical supply before servicing this heater. MAINTENANCE For longest product life & to maintain product appearance mount heater under cover & protect from rain & weather whenever possible. The exterior housing of the heater should be cleaned regularly with a soft damp cloth. For locations near the coast, salt in the air can cause rusting of metal. Additional cleaning of the heater with a soft damp cloth fortnightly will increase the life of the products appearance. Ensure that there is no excessive build-up of dirt/dust on the reflectors or elements as this can cause overheating and premature element failure. To clean the reflectors and elements, ensure heater is off and has been off for at least 2 hours after operation, and wipe off any dirt/dust with a soft & dry cloth. TUBE ELEMENT REPLACEMENT 1. Remove Front Cover of the heater by unscrewing the 3 screws holding it in place. 2. Remove first Element End Cover by unscrewing the -2 screws holding it in place. 3. Remove Outer Hex Nut, Lock Washer and Lead Wire Ring Terminal from the threaded stud. 4. Remove second Element End Cover by unscrewing the 2 screws holding it in place. 5. Remove Outer Hex Nut, Lock Washer and Lead Wire Ring Terminal from the threaded stud. 6. Remove old Tube Element. 7. Install new Tube Element by following element installa- tion instructions on page 8 of this manual. dw 2 3 4 5 6 7 GENERAL NOTES DO NOT SCALE DRAWINGS. VERIFY DIMENSIONS IN FIELD PRIOR TO COMMENCEMENT OF WORK. WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER TO THE SATISFACTION OF THE OWNER AND ENGINEER. WORK, MATERIALS, AND EQUIPMENT SHALL CONFORM TO THE LATEST EDITIONS OF LOCAL, STATE, AND NATIONAL CODES AND ORDINANCES. PROVIDE PERMITS AND INSPECTIONS REQUIRED. GUARANTEE THE INSTALLATION AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP WHICH MAY OCCUR UNDER NORMAL USAGE FOR A PERIOD OF ONE YEAR AFTER OWNER'S ACCEPTANCE. DEFECTS SHALL BE PROMPTLY REMEDIED WITHOUT COST TO THE OWNER. PROVIDE RECORD DRAWINGS TO ENGINEER. DRAWINGS SHALL INCLUDE ALL ADDENDUM ITEMS, CHANGE ORDERS, ALTERATIONS, REROUTING, ETC. SYSTEMS SHALL BE COMPLETE, OPERABLE, AND READY FOR CONTINUOUS OPERATION. 8. VERIFY EXACT LOCATIONS OF EXISTING AND NEW UNDERGROUND UTILITIES, PIPING, AND RACEWAY SYSTEMS PRIOR TO TRENCHING. PROVIDE NECESSARY TRENCHING, BACKFILL, EXCAVATION, SUPPORTS, SERVICE FEEDERS (CONDUIT AND/OR WIRE), PULLBOXES, TRANSFORMER PADS, SAWCUTTING AND PATCHING, CONCRETE/PAVING, ETC. REQUIRED. BACKFILL TRENCHES TO 90 PERCENT COMPACTION AND PATCH TO MATCH EXISTING. CONTRACTOR SHALL OBTAIN AND VERIFY EXACT UTILITY COMPANY DRAWINGS AND REQUIREMENTS. 9. FINAL CONNECTIONS TO EQUIPMENT SHALL BE IN ACCORDANCE WITH MANUFACTURER'S APPROVED WIRING DIAGRAMS, DETAILS, AND INSTRUCTIONS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE MATERIALS AND EQUIPMENT COMPATIBLE WITH EQUIPMENT ACTUALLY SUPPLIED. 10. SYSTEMS SHALL BE TESTED FOR PROPER OPERATION. IF TESTS SHOW THAT WORK IS DEFECTIVE, CONTRACTOR SHALL MAKE CORRECTIONS NECESSARY AT NO COST TO OWNER. 11. ALUMINUM WIRE AND CABLE IN SIZES #1/0 AND LARGER MAY BE SUBSTITUTED FOR COPPER ON SERVICES AND FEEDERS IF AMPACITY IS EQUAL TO OR GREATER THAN COPPER, AND VOLTAGE DROP IS EQUAL TO OR LESS THAN COPPER AND SHALL BE TERMINATED AT SWITCHES, LUGS, CIRCUIT BREAKERS, ETC., WITH MAC -ADAPT SERIES "MPT" MACHINE COMPRESSION ADAPTERS OR EQUAL. 12. ALL ELECTRICAL SYSTEMS COMPONENTS SHALL BE LISTED OR LABELED BY U.L. OR OTHER RECOGNIZED TESTING FACILITY. K SHEET LIST E-01 COVER SHEET E-02 ONE -LINE DRAWING AND PANEL SCHEDULES ELECTRICAL LEGEND POWER SYMBOLS SINGLE RECEPTACLE @C DUPLEX RECEPTACLE CQC DUPLEX RECEPTACLE MOUNTED ABOVE COUNTER DOUBLE DUPLEX RECEPTACLE GFCI DUPLEX RECEPTACLE `P DUPLEX RECEPTACLE; HALF SWITCHED ISOLATED GROUND DUPLEX RECEPTACLE ® CEILING RECEPTACLE ® MULTI -OUTLET PLUG STRIP ® FLUSH FLOOR MOUNTED DUPLEX RECEPTACLE ® FLUSH FLOOR MOUNTED DOUBLE DUPLEX RECEPTACLE ® FLUSH FLOOR MOUNTED DUPLEX RECEPTACLE, HALF SWITCHED ® FLUSH FLOOR MOUNTED DUPLEX RECEPTACLE AND TELECOM oj WALL MOUNTED SPECIAL OUTLET AS NOTED ® SPECIAL OUTLET AS NOTED ® JUNCTION BOX ® WALL MOUNTED JUNCTION BOX ® FLOOR MOUNTED JUNCTION BOX eDIVISION 15 EQUIPMENT POWER CONNECTION ® TIMER SWITCH [31 FUSED DISCONNECT NJ NON FUSED DISCONNECT ® MOTOR STARTER ® ENCLOSED CIRCUIT BREAKER ® PULL BOX Q PUSH SOTTON ® TIME CLOCK PHOTO -CELL ® TRANSFORMER G PANELBOARD OR LOADCENTER © CONTACTOR p ELECTRIC MOTOR 8 METER THERMOSTAT ® GAS SENSOR ® AUTOMATIC TRANSFER SWITCH CIRCUIT HOMERUN CONDUIT RUN CONDUIT RUN BELOW GRADE -0 CONDUIT UP --- 0 CONDUIT DOWN S SWITCH S THREE-WAYSWITCH FOUR-WAY SWITCH DOOR JAMB SWITCH KEY SWITCH VARIABLE SPEED SWITCH jr THERMAL OVERLOAD SWITCH O DIMMER ©� THREE-WAY DIMMER 0 LOW VOLTAGE SWITCH Sp WALL OCCUPANCY SENSOR/SWITCH ® OCCUPANCY SENSOR 0 DAYLIGHT PHOTO SENSOR Brian Bruggeman ONE -LINE DIAGRAM SYMBOLS -'-- DISCONNECT SWITCH O FUSE ft CIRCUIT BREAKER -3 CURRENT TRANSFORMER j£- POTENTIAL TRANSFORMER ® METER aSURGE SUPPRESSION DEVICE o- GROUND FAULT PROTECTION SHUNT TRIP NORMALLY OPEN CONTACT NORMALLY CLOSED CONTACT GROUND OT COLD WATER GROUND CONNECTION 1 BUILDING STEEL GROUND CONNECTION LIGHTING SYMBOLS O RECESSED LIGHTING FIXTURE Q> DIRECTIONAUADJUSTABLE RECESSED LIGHTING FIXTURE SURFACE MOUNTED LIGHT PENDANT MOUNTED LIGHT WALL MOUNTED LIGHT o-1 WALL MOUNTED UP -LIGHT II RECESSED STEP LIGHT H -D-+ FLUORESCENT STRIP LIGHT WALL MOUNTED LINEAR FLUORESCENT LIGHT RECESSED OR SURFACE MOUNTED FLUORESCENT TROFFER ® ® FIXTURE WITH EMERGENCY BACKUP OR ON EM CIRCUIT ® CEILING MOUNTED EXIT SIGN W/ FACES & ARROWS AS SHOWN 01 WALL MOUNTED EXIT SIGN W/ FACES & ARROWS AS SHOWN r'T EMERGENCY LIGHTS ®-I WP WALL MOUNTED EM LIGHT ABBREVIATIONS AFF -ABOVE FINISHED FLOOR AFG-ABOVE FINISHED GRADE AL -ALUMINUM BFG - BELOW FINISH GRADE C -CONDUIT CT - CURRENT TRANSFORMER EM -EMERGENCY (E) -EXISTING GRD -GROUND GFI -GROUND FAULT CIRCUIT INTERRUPTER IAW - IN ACCORDANCE WITH IG -ISOLATED GROUND NIC - NOT IN CONTRACT NTS - NOT TO SCALE TVSS- TRANSIENT VOLTAGE SURGE SUPPRESSOR UG -UNDERGROUND UNO- UNLESS NOTED OTHERWISE WP - WEATHER PROOF XP - EXPLOSION PROOF +18" - MOUNTING HEIGHT TO CENTERLINE OF TELECOM SYMBOLS TELEPHONE OUTLET DCAT 6 DATA OUTLET 17 COMBINATION PHONE /CAT 6 DATA OUTLET Digitally signed by Brian Bruggeman Date: 2019.03.22 14:44:05 -06'00' VELO ENERGY, LLC 3115 FREMONT ST. BOULDER, CO 80304 970.309.4733 BRIAN@VELO.ENERGY REVISIONS ' DESCRIPTION I DATE I REV 11 CONSTRUCTION 1 3-22-2019 1 1 11 �oRAD0 t� V� •RU %ycP r 41 JAPo`�3/ZL�;I� ss�oNaL GN PROJECT NAME Z O 0 0 L r N U) `W 1 W IL W Z 2 � 0 U) o rl- U N M M� NW M M M 0 0 co SHEET NAME COVER SHEET SHEET SIZE ANSI B 11" X 17" SHEET NUMBER E-01 © 2019 VELD ENERGY, LLC FEED THRU SUBFEED FEEDER FEEDER LOAD TYPE PANEL TOTAL TOTAL TOTAL SUBTOTAL DEMAND TOTAL PANEL TOTAL (KVA): 140.6 PANEL TOTAL (A); 391 NOTES: SHORT CIRCUIT CALCULATIONS SUMMARY M z IL WIRE EQUIP. LENGTH VOLT SIZE CONDUCTOR MATERIAL CONDUIT C # OF Isc VALUE* PARALLEL AVAILABLE f* RUNS UPSTREAM Isc M. (FAULT)' VOLTAGE: VOLTAGE: 120/208V, 3PH, 4W 13,923 2 26,000 0 PANEL: PANEL: PANEL SB 5 208 3X C S SB SECTION 2 SB SECTION 1 oo Lu W MINIMUM BUS: 400 MINIMUM BUS: 400 LOCATION: HALL LOCATION: Lu Z HALL MLO = MAIN: 400/3 CB SURFACE U) MOUNTING: MINIMUM AIC: 22,000 SURFACE N MINIMUM AIC: 22,000 LOAD M TYPE LOAD DESCRIPTION No BUS LOAD LOAD DESCRIPTION TYPE LOAD DESCRIPTION BREAKER BUS E LOAD DESCRIPTION C LOAD No. I TRIP I A B C A B POLE TRIP A B C A 8 C + 1 500 1200 E SAFE 1 20 + E H2O FLTR/WH IGN 1000 + M 2 3 1500 840 58 A UC REF 1 20 + 1 INSTA HOT TAP 2 20 + M 1300 4 5 60 61 1150 3500 A E DT POS/EXPD REG 1 20 + iTA UC REF/CUP LBLR 1200 1600 6 7 3500 E A DISWASHER 2 50 + WRKRM/RESTRM LTG 800 64 65 8 9 A 300 1 A NITRO 1 20 + BACKBAR/COVE LTG 67 400 900 10 11 1 20 1200 A FREEZER 2 DR 1 20 + DISPLAY TRACK LTG A 290 12 13 1920 1 20 A REFRIGERATOR 2 DR R GRINDER/SCALE/REC 1 20 + 1300 1 20 14 15 ROOFTOP REC73 960 A UC REFICUP LBLR 1 20 + PASTRY CASE 1300 M 16 17 35001 A I + 20 1 L INSTA HOT TAP 3 50 M RTU -1 1300 18 19 3500 77 1 A BREWER 2 50 + A 3300 5000 20 21 720 ADT A DUAL WARMERS 1 20 + 50 2 A ESPRESSO 3300 61 22 23 1460 A BLENDER 1 20 + A 82 83 3300 24 25 1460 30 A BLENDER 1 20 + 50 2 A ESPRESSO 3300 26 27 + 250 M EF -1 1 20 + 20 1 M POS HEATER 500 30 28 29 1800 R SHOW WNDW REC 1 20 + 20 1 M POS 500 30 31 1800 90 R SHOW WNDW/GEN REC 1 20 + 20 1 R SALES REC 360 32 33 92 1300 2628 A INSTA HOT TAP 1 20 + + A 1400 34 35 2628 1260 R SEATING GEN REC 1 20 + + 30 2 A WARMING OVEN 1400 36 37 900 R RESTRM/CH-VCO 1 20 + 20 1 L SEATING LTG 739 2628 38 39 2 1400 + R COMM TABLE REC 1 20 + 100 A 1400 i+ 40 41 1400 R COMM TABLE REC 1 20 103 30 2 + A WARMING OVEN 1400 42 43 750 E MGR REC / MUSIC SYS 1 20 + 20 1 E TC / LCP 600 + 44 45 500 106 E DED REC WORKSTN 1 20 + 20 1 L PARKLOTLTG + 1250 46 47 108 500 E DED REC WORKSTN 1 20 + 20 1 L SIGNS - BLDG 1800 48 49 500 E DED SECURITY CAME 1 20 + 20 1 L SIGNS - BLDG 1800 50 51 500 E DED SECURITY ALARM 1 20 + 20 1 L DT DIR/MON SIGNS 1230 52 53 1500 E DED UPS 1 20 + 20 1 L BLDG LTG SCONCES 180 54 FEED THRU SUBFEED FEEDER FEEDER LOAD TYPE PANEL TOTAL TOTAL TOTAL SUBTOTAL DEMAND TOTAL PANEL TOTAL (KVA): 140.6 PANEL TOTAL (A); 391 NOTES: LOAD TYPE I PANEL TOTAL I FEE. THRU I SUBFEEDFEEDER DEMAND FEEDER TOTAL TOTAL SUBTOTAL TOTAL APPLIANCES 2 LOAD CALCULATION 1. WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER TO THE SATISFACTION OF THE OWNER AND ENGINEER. 2. WORK, MATERIALS, AND EQUIPMENT SHALL CONFORM TO THE LATEST EDITIONS OF LOCAL, STATE, AND NATIONAL CODES AND ORDINANCES. 3. PROVIDE PERMITS AND INSPECTIONS AS REQUIRED. 4. FINAL CONNECTIONS TO EQUIPMENT SHALL BE IN ACCORDANCE WITH MANUFACTURER'S APPROVED WIRING DIAGRAMS, DETAILS, AND INSTRUCTIONS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE MATERIALS AND EQUIPMENT COMPATIBLE WITH EQUIPMENT ACTUALLY SUPPLIED. TO UTILITY SHORT CIRCUIT CALCULATIONS SUMMARY M z IL WIRE EQUIP. LENGTH VOLT SIZE CONDUCTOR MATERIAL CONDUIT C # OF Isc VALUE* PARALLEL AVAILABLE f* RUNS UPSTREAM Isc M. (FAULT)' VOLTAGE: 120/208V, 3PH, 4W C N 13,923 2 26,000 0 PANEL: F2 PANEL SB 5 208 3X C S SB SECTION 2 1 17,879 oo Lu W MINIMUM BUS: 400 Q LOCATION: HALL O Lu Z MAIN: MLO = MOUNTING: SURFACE U) o_ MINIMUM AIC: 22,000 N NO, LOAD M TYPE LOAD DESCRIPTION BREAKER BUS BREAKER TYPE LOAD DESCRIPTION LOAD ---F No A B C POLE I TRIP I A IB C TRIP POLE A B C 55 500 E DT HDSET 1 1 20 1 + 1 20 1 E MENU BOARDS 1200 56 57 1000 E DT MONITORS 1 20 + M 1500 58 59 360 R DT CONV REC 1 20 2 20 + M ICE MACHINE 1500 60 61 1150 E DT POS/EXPD REG 1 20 + 1 20 E SPEAKER POST 1200 62 63 1100 E DT COM/CCTV 1 20 + E 3000 64 65 840 A DT UC REF 1 20 + 2 40 E AIR CURTAIN 3000 66 67 400 E SLIDING WINDOW 1 20 + 1 20 A REFRIGERATOR 1 DR 1000 68 691100k800 A COOLING FRG/FRZR 1 20 + 1 20 A REFRIGERATOR 2 DR 1000 70 71 A DT UC REF 1 20 + 1 20 R ROOFTOP REC73 + M 5000 74 75 SPARE 2 30 + 3 50 M RTU -1 5000 76 77 A + M 5000 78 79 3300 ADT ESPRESSO 2 50 + LM 5500 80 61 2628E + 3 60 LM RTU -2 5500 82 83 2628 E HEATER 2 30 + LM 5500 84 2628 + 86 885 7 2628 E HEATER 2 30 + + 90 43 30 + 92 2628 E + 94 95 2628 E HEATER 2 30 + 97 2628 E + 98 99 2628 E HEATER 2 30 + 100 101 i+ 102 103 + 104 105 + 106 107 + 108 LOAD TYPE I PANEL TOTAL I FEE. THRU I SUBFEEDFEEDER DEMAND FEEDER TOTAL TOTAL SUBTOTAL TOTAL APPLIANCES 2 LOAD CALCULATION 1. WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER TO THE SATISFACTION OF THE OWNER AND ENGINEER. 2. WORK, MATERIALS, AND EQUIPMENT SHALL CONFORM TO THE LATEST EDITIONS OF LOCAL, STATE, AND NATIONAL CODES AND ORDINANCES. 3. PROVIDE PERMITS AND INSPECTIONS AS REQUIRED. 4. FINAL CONNECTIONS TO EQUIPMENT SHALL BE IN ACCORDANCE WITH MANUFACTURER'S APPROVED WIRING DIAGRAMS, DETAILS, AND INSTRUCTIONS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE MATERIALS AND EQUIPMENT COMPATIBLE WITH EQUIPMENT ACTUALLY SUPPLIED. TO UTILITY PANEL TOTAL (KVA): 85.5 PANEL TOTAL (A): 238 2 - [(4) - #3/0 AWG CU, (1) - #2 CU GND] 2 - [2" PVC CONDUIT] (E) CT CABINET (E) UTILITY METER r 208Y/1 20V 3-PHASE 75 KVA T 26,000 AIC 2 - [(4) #3/0 AWG CU] 2 - [2" PVC CONDUIT] 18,413 AIC * F1 (E) GROUNDING ELECTRODE SYSTEM PER NEC 250.52 (E) MAIN SERVICE DISCONNECT 208Y/1 20V 400 AMPS 3-PHASE CIRCUITS TO BE ADDED (E) PANEL 'SB'- 2 SECTIONS 208Y/120 V, 400 AMP, MCB, 54 SPACE EACH SECTION 22,000 AIC SEC 1 SHORT CIRCUIT CALCULATIONS SUMMARY M z IL WIRE EQUIP. LENGTH VOLT SIZE CONDUCTOR MATERIAL CONDUIT C # OF Isc VALUE* PARALLEL AVAILABLE f* RUNS UPSTREAM Isc M. (FAULT)' F1 CT CAN 53 208 3X C N 13,923 2 26,000 0 1 18,413 F2 PANEL SB 5 208 3X C S 12,843 2 18,413 0 1 17,879 PANEL TOTAL (KVA): 85.5 PANEL TOTAL (A): 238 2 - [(4) - #3/0 AWG CU, (1) - #2 CU GND] 2 - [2" PVC CONDUIT] (E) CT CABINET (E) UTILITY METER r 208Y/1 20V 3-PHASE 75 KVA T 26,000 AIC 2 - [(4) #3/0 AWG CU] 2 - [2" PVC CONDUIT] 18,413 AIC * F1 (E) GROUNDING ELECTRODE SYSTEM PER NEC 250.52 (E) MAIN SERVICE DISCONNECT 208Y/1 20V 400 AMPS 3-PHASE CIRCUITS TO BE ADDED (E) PANEL 'SB'- 2 SECTIONS 208Y/120 V, 400 AMP, MCB, 54 SPACE EACH SECTION 22,000 AIC SEC 1 SEC 2 M 0 O 0 I..-. 17,879 AIC I F2 #3 AWG CU GEC 2 - [(4) - #3/0 AWG CU, (1) - #2 CU GND] 2 - [2" PVC CONDUIT] EXISTING ONE -LINE DIAGRAM VELO ENERGY, LLC 3115 FREMONT ST. BOULDER, CO 80304 970.309.4733 BRIAN@VELO.ENERGY REVISIONS I DESCRIPTION DATE I REV CONSTRUCTION 1 3-22-2019 1 1— A L AI PROJECT NAME Z O I..-. M M oo Lu W Q O O Lu Z U _ = W U) o_ Y N U M Q m 2 Q IPA SHEET NAME ONE -LINE DIAGRAM SHEET SIZE ANSI B 11" X 17" SHEET NUMBER E-02 © 2019 VELO ENERGY, LLC I. NOT USED. 2. RETE. COW ANC/OR SOUL PROYnE RECEPTACLE AT 29' AFF. 3. TNN BREWER VELA 14-508 RECEPTACLE AT 26' AFF, 3-#e1- 10 GROIRID; 3/4'C. CONTRACTOR TO PROVIDE A HEMA 14-50P CORD CAP FOR THEQU; BRYANT OR .DWI. 4. ESPRESSO MACLSE. FURNISH H AND INSTALL MORA 14-50R( RE/C/gEgPTACLE(( )H)UBBELL IISU= SERIES OR EQUAL MACHINE BACK TO AT W AFF PANEL FTpIffiH ND/WMSI►LL N®IA 12h50P MIOlEb 10 Rega HBUIL 6 SERIS OR EQUAL. S UNDER COINTFR REFRIGERATOR, PROVIDE RECEPTACLE AT 26' AFF. & RZffPoCERAIOR AID/OR FREEZER RECEPTACLE AT 84' AFF. 7. ICE MACHINE AC I E (10813 REMOTE COIOEISOO lME}. REMOE POWERD VMA CONDENSING UNIT ON ROOF. CU -1 MOUNTED ON RDO ABOVE ICE MAONtE. COOIDWA7E WITH MECHANIC& CONTRACTOR FOR EXACT LOCA71011 NO CONTTDI WRWD PRIOR TO ROUGH SIL S. E'DODCASE HARD MIRE EQUPMDT MWECIION PROVIDE (1) 220V 21A DEDICATED CRCRT. 9. DISHWASHER (1KN TED} NEW 14-50R RECEPTACLE AT tE AFF. 3-0 CU; 1-410 G 3/4'C. 10. CONVEELCE RECEPTACLE AT IB' AFF IN SEATING AREAS. 11. NATER FILTER SYSTEM: RECEPTACLE AT 60' AFF, IF APPLICABLE 12. COFFEE WNtYERS: PROVIDE RECEPTACLE AT 26' AFF. 13. BlnaME RECEPTACLES AT 26' AFF N 4 -FLEX SO(. MOLT BOX TO OE -ANLL BENEATH BLEIER CABINET . EACH DUPLE( RECEPTACLE TO BE SEPARATED AND RECEIVE (1) DEDICATED CIRCUIT. (2) OMICA70 CIRCUITS TOUT.. 14. ALL IMM BU AND FRONT BAR J-BOES AND OUTLETS SHALL BE SURFACE MOUNTED. PROVDE CONTEXTS AS NEEDED AND 1 ADOIONAL SPARE CONDUIT BETWEEN ALL J -BOXES FOR FUIIRE EEC NWA REMIMOM ALL J-B0XS SMALL BE POMONED TO AM OBSR1C11ON OF ANY EQUIPMENT SUCH AS RURGWATORS AND MOV94M I& RECEPTAC E FOR SEASONAL I1CMH(IM (SHOW 1MOOY1 RECEPTACLES) N WALL AT MAXIMUM HEIGHT AFF AND CENTERED ABOE WR110M1 ANO PER CODE 1& PROVIDE 4 -SQUARE JONCIDN BOX FOR 'SECR6IY J -BOK'. SEE UN/PONER PHONE SECURITY SYSTEM DETAIL 17. PROM IEMM 6-30 RECEPTACLE FOR WARNING OVEN AT 26' AFT. USE (2-#10 W; 1-#10 DID) 1/2' O 1& ODER COUNTER SAFE RECEPTACLE AT 26' AFF WITH DEDICATED CIRCUIT. 19. NSTA-HOT: PROVIDE RECEPTACLE a 26' AFF. 20. ESPRESSO MACHINES: CIRCU T VOLTAGE SHALL BE BETWEEN 195 VOLTS AND 225 VOLTS. F NEEDED, THE ODNTRACRIR SHALL PROVIDE AND 16 ALL A BUCK -BOOST TRANSFORMER TO BE LOCATED N AN ACCESSIBLE LOCATION ABOVE THE CELING WITHINS' OF THE MTRCAL F PANEL LOCAL COIFS DO Nor ALLOW INSTALLATION ABOVE THE CUMM THE ©iRW5fOR1iR SMALL BE MOUNTED TO THE WALL JUST BELOW THE CERRIG. ACCEPTABLE TRN9DRFJS INCLUDE MLI. RR!&WH AND !STALL MY ADDITIONAL 0C.P. 21. NDT USER 22. MANAGER'S DESK: PROVIDE LAN / ELECTRICAL DE.VCES. SEE DUALS FOR LOCATORS AND EQUIPMENT. ALL REQUIRED OUTLETS ARE NOT IEKSSSAtLY SIDNN 23. POS: FURNISH NO INSTALL DOUBLE DUPLEX RECEPTACLE AT 18' AFF., N0.WR0 GREEN GROUNDING WEE BACK TO SEMI POW PATE. PER CODE. ROM AND INSTALL (1) J -BOX FOR DATA OUTLET AID (1) 4 -BOX FOR PHOS OUTLET AT 16' AFF. 24. PROVIDE S U ICE SUPPRESSOR DUPLEX RECEPVA34 # ISOBAR 2-8 AT 26' AFF. 25. PROVIDE 4 -SQUARE JUNCTION BOX FOR STROBE LOCATION J -W. SEE LAN/POWER/RIO CURRY SYSTEM DETAIL 26. NARY KEYPAD AND EMERGENCY CALL PHONE: MOUNT AT W AFF. ROUTE CONDUIT N WALL FROM J -BOX AND SNB UP ABOVE COUIC 27. RESTROOM RECEPUCLL OR RECEPTACLE AT 44' MF. 28. BANQUETTE (148N) WITH RUSH MOUNTED PfC'EPDCE AMD USB PORT. 29. RECEPTACLE FOR RTUE USE MOUNT BOK N A HOWWAL ORENGGION AT 96' AFF 30. DOUBLE DUPLEX CONVENIENCE RECEPTACLE MOUNTED AT 48' AFF. 31. SNB LP POWER, DATA. AND PHONE CONIUMS 6' MF. N THIS LOCA70K ROUTE Pam CONDUCTORS N FEEBLE METAL O"AT TIENT 70 WALL FROM REDEPTACLES M NEARBY RKO STUB -UP AND BACK TO SERVING POWER PANEL RCATE DVA AND PHONE CONTEXTS © UNDER FLOOR BACK M MTA RACK NEM MANACLES Wg6bTAlON LABEL DATA AND PHONE CONDUITS'FOR DATA CAaING7 PROVIDE INSILAIED BU9fKS, NO PRONOE PUL STRNG eRr'S! IFORAT101. 32. NTRo RrsM016 PROVIDE RESFPnnE a 2!' AFF 11 33. D RT (1 2 • E 0 lED CON DW TO POWER PANEL AND ALL NECESSARY WEE MDC 1lED'00115 FOR A RWKWAL AN CURTAIN SYSTEM. COORD94ATE WITH WVMF/LTURR'S REQUIREMENTS PRIOR TO ROIICIH-N. 34. CUP LABELER PROVIDE RECEPTACLE AND BAC( BOX FOR LAN CONNECTION AT 26' AFF. m NOT USED. 36. DIM-THRU BIER AND EXPEDITOR ATE: PRONOE RECEPTACLE ON OEDOAIED PACS CIRCUIT AT 2C AFF MID DATA OUTLET. ROTE 3/4' DATA COtOW BACK 70 MTA RACK 37. OT CONVENIENCE RECEPTACLE AT 26' AFF. 31L NOT ISED. 39. RECEPTACLE AND DATA OUTLET FOR OAUE E-THRU MONTOR AT MONITOR HEIGHT ROM 3/4' DVA CONDUCT BACK TO DADA RAM 40. D/r AUTOMATIC SDER ANEW. PAD" (1) CONDUIT AND J -BOX WITH 12tH, 20A BRANCH CIRCUIT. SEE M RLF/CRRER'S SPECliCATDFS FOR FURTHER REQUIREMENTS. 41. STAB MP POWER, DATA, RDIE AND SECURITY COMOIWTS 6' AFF. N THIS LOCATION. ROUTE POWER CONDUCTORS N FLEXIBLE METAL CONDIV TIGHT 70 WNL FROM RECEPTACLES TO NEARBY RK.W STUB -UP AD BAG( TO SERVING POWER PAN. ROUTE MTA PHONE AND SECURITY COIDIAIS U DERFIDdt BACK TO DATA RACK FEAR MANAGERS WORKSTATION. LABEL MTA AND PHOS CONDUITS 'FOR DATA CABLW MADE W6U VED DJ%OM AND PROVIDE PULL. STRING FROM END TO END. LABEL SECURITY CONDUIT 'FOR SECURTW AND PROVIDE PULL SIRING FROM END TO END. 42. Or UC REFRIGIMTOR PROAOE RECEPTACLE AT 26' Mf. 43. (2) RECEPTACLES AND (2) JUNCTION BOXES FOR DRIVE-TINU C7IUNWATIDN AND OCIV SYSTEM - aw ON BOX 11 (BELOW COUNTER HEIGHT) - AINCTI0N BOX 02 (MRLESSS BASE HEIGHT) - REi:ffLCLE 11 (COMMUNICATION SYSTEM HEIGHT) - RECEPTACLE #2 CCN SYSTEM HEMNh 40 5 BO 10008 12336 2 19 10874 - _ _ 10014 10012 1 29 4 12894 SS -61 10075 �� s ^. 7 41 se -e3 12 2 12616 S '(' 8 13 12508 ss -I. SB -59 10312 10808 15 S 70287 S 10267 58-65 10856 3 10314 17 17 7 9 1£ 98-57 10746 12407 12407 10813 .-,. SS -77.79 30 AVO' - #110----� ,.� � ) 10075 5 },.,Y I � SB -16 �.. -. 13682 --- -_ - A r s,1""` 0-21 S8-3 SB-23ZS.B.-/1749 © SIB - SB -31 --SB-4 SB -33 (2) 10014 SB -28.30.32 L 15 ^1-6 v cvSB-14.16 58-9 L - -1 - 1 24 -- ( 1 323 12694 10207,6238 ! © 10110970 10008 10974 20 4 10075 31 24 23 �1 -. n 22 0. 10267 19 5 34 10874 10393 -� M 19 r 4 10075 J4L-, ❑ E fir- % 44 N W SIP W CLD SO -37 ( ( 29 3 R; E-113 3e © 16 ,o J CNA 69.41 r _ 27 4 13 (TAP) ❑I>� - ❑ sB-36------ 1S 15 t0 10,� _ 12 SIF 10 _ �3 y� r, IA 10 15 N aPOWER PLAN SORE: 1/4'-1'-0' GENERAL NOTES A NEW AND R1OINUED ITEMS 900 AS BOLD EXISTING ITEMS SHOWN AS LIGHT - ELREEK TO THE PENETRATION PLANE -110 AND 1-112 FOR MORE NFORWNON. C. BEER TO THE ENV" .STS ON SHEETS 1-801, 1-002 TOR MOR INFORMATION. POWER PLAN GENERAL NOTES A FURNISH AND INSTALL A COMPLETE AND OPERATING SYSTEM. ALL ITEMS ARE HO' NECESSARILY SHOWN. & axtI6GAL CONIWCIOR REWONSIBLE FOR SITE INVESTIGATION PRIOR TO STMT OF WORK M RVFIL RAL SCOPE OF WOR. C. REFER TO DETAIL SHEETS AND MC ITECTLRAL. PINKS FOR EXACT LOCATIONS AND MOUNTING HEI%" OF ELECTRICAL. DEMM G0. TO CDORDINA E WITH CCW ON OUTLET LOOVOIS. D. THE ELECTRICAL CONUACTOR S RESPONSIBLE FOR CONFIRM ALL VOLTAGE REQUIREMENTS ON ALL EOUWMFM AND PRDNDNG SDC(-BDOSI TRANSFORMERS AS MAY BE NEEDED FOR CODE ALL ARE NOT NECESSARILY INDICATED. E DECTRIC 1. CONTRACTOR SHALL CD"WE WITH RMISNC AND WAC CONIRACIORS FOR MY ADDITIONAL EQUIPMENT FEEDING POWER F. ALL FUTURE EQUIPMENT NEEDED HEREIN SMALL BE PROVIDED WITH AN APPROPRIATE RECEPTACLE AND FULLY MED. EVEN F NOT SPECIFICALLY INDICATED. 0. PHONE LINES PROVIDED AND INSTALLED BY FLWRICAL CONTRACTOR ANAL COWECBON OF PHOS LIES BALL BE BY PFOW COMPANY. H. ELECTRICAL CONTRACTOR STALL BE IESPONSWILE FON PVOVOING AND ISIALL1NG CMD/CAP REWIRED TO MATCH RECEPTACLE WEfW1E0 ON RAN. MAIDFAC111RER SMALL BE SWAM. KN EQUAL L RECEPf J -BOX SOW UNDER COUI/IEt EQUTihe %VLL BE MOUNTED a NIEROR ADJACET CNLET TO AVID OBBIRXCII011 NOM ODEA EWPYFM. J. FRONT OF HHOIISE RECEPTACLES AND COVER PLATES SHALL BE BUCK ON BLACK UNLESS OTHERWISE NOTED ON ARC IECRIRN. EVAMS. K. BACK OF MOUSE RECEPIAMES AND COVER PATES SHALL BE WHITE CN WFOL UNLESS ORERWSE NOTED ON ARCHITECTURAL PVNS. MANAGER DESK; SEE DETAILS 2/E111 AND 4/E200 FOR MORE INFORMATION. REFER TO OT POS DEAL 3/E 11, THIS SHEET AND 4/1-504, 5/1-211. NEV FLOOR 80 WITH QUAD RECEPTACLES, PER SHEET E110. COD AND PLUG CONEC00N TO PLUG MOLD STRIPS UDOWATH BANWEM REFER TO ARCHITECTURAL DEALS FOR MORE INFORMATION. PROVIDE FURNUTE FC -737 REDEPTACLE WITH CURRENT SENSING NSB PORMI. COIR &MfLUG D0REDRIC NTE ACCESSIBLE FLASH FLOOR MOUNTED QUAD PUN E11Q PER NEC 210.8 FOR KITCHEN EOIRPLEM. GFCI SREAIORS SMALL BE U"JZE0 ON EQUIPMENT WHERE GFCI RECEPTACLES ARE NOT RADEY PCCES'SIBLE. RELILM AT ANY FLOOR BOXES BY CODE PROVIDE OEDICTED NEUTRAL MIRE FOR ALL THESE CRCITS. REFER TO PALE SCHEDULE FOR BREAKERS KNOWN TO BE GFCI RATED. MEW ASTRONOMIC TIME CLOCK FOR EF -1. RUM TO E-113 FOR MORE INFORMATION COORDINATE WITH MECHANCA4. CONTRACTOR FOR DO.T LOCATION OF CONTROLS. REEK TO P2CO EOR MORE INFORMATION. SPLIT WERE FOURPLEX BETWEEN TWO CIRCLAM ONE CIRCUIT PER OUPLEX RCEFIACI . SE: OETAIL 1/E111. REEK TO SHEET E-110 FOR 1/2' CONDUIT ROUTED N POURED CONCRETE FLOOR TO REVIEW RAL HEIGHT WALL CONTINUE CIRCUIT FROM 'NAL TO PEEL PROVIDE J-80% FOR CARBON MONOXIDE DETECTOR, IOVA. 120. CONNECT TO THE RESTROOM RECEPTACLE CIRCUIT REFER TO MECHANICAL PLAN SEEP M200 FOR MORE /FORINTON. PROVIDE POWER FOR ICP' FROM THE TIME CLOCK POWER CIRCUIT REFER TO MECHANICAL SCHEDULE ON BEET M200 AMD E-113 FON NOR WFORWTXN. VERIFY ELECTRICAL SPECIFICATIONS WITH VENDOR PRIOR TO ROUGH K SPIRWIE GM RECEPTACLE aRaRT #2 CIRCUIT #1 067A HOT TAP ��DER COTTER ONLY R FIaGERATOR OR ONE BLENDER PER DUPLEX nSPLITWIRE DETAIL "EL' 1 SCALE; NON e se -u a--•-� 53-47 t:;1SB49 1 S-851 SB -53 6-ZMANAGER'S STATION 71 SCALE NOW 0.: sr.mocKs- STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FORA PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION 12014.10 20 �CORE� Razz & vAaeA,Fa sum 6, E�wma,cDeanz P WON BL612671 pquraocagengmn CEE #15057 C W M 0 (D fn Zo Z D W O Q u. W U L} azo 0 206 6)z O� 00 .~M W w ZLU 0 p LL LL N W M 0 a M Lu STORE #: 251 PROJECT #: 01220-031 CASEWORK CONCEPT: ISSUE DATE: 2232015 DESIGN MANAGER: LEECOAP: MELISSA BODWAY PRODUCTION DESIGNER: Corey El- Engineering CHECKED BY: S. Sketch SHEET TITLE: Power Plan SCALE: AS SHOWN SHEET NUMBER: E111 r-. "Y" i CITY OF WHEAT RIDGE Building Inspection Division C1 # /% (303)'234-5933 Inspection line (3 3) 235-2855 Office - (303) 237-8929 Fax J � 1 INSPECTION NOTICE ❑ No one available for inspection: Time 07/0 10 AM/PM Re -Inspection required: Yes No_-,,,, J When corrections have been made, call for re-insp9&i ih at 303-234-5933 Date: 15�' - --/ / ," Inspector:f el�j� CTL l THOMPSOIV Report #: RSPO 000003 . Reinforcing Steel Report 05/02/2017 Denver Client: Project: Report Date: 6/27/2017 1971 West 12th Avenue Denver, CO 80204 Pioneer Group DN47673.001-360 Phone: 303-825-0777 925 West Kenyon #2 Starbucks Drive-Thru at Applewood Shopping Fax: 303-8254252 Englewood, CO 80110 Center West 32nd Avenue and Youngfield Street Wheat Ridge, CO Technician: Hansher, Amber Date: 05/02/2017 Placement Type Observed: Wall Placement Location: We performed reinforcing steel placement observation of foundation wall. Items Checked: Bar Size / Bar Quantity and Spacing / Lap Length / Cover / Dowel Bars Plans: Brian Seyerth & Associates, pages 5200 & S201, dated 312412017. Remarks: LIFER was installed to project specifications. Reinforcement was placed in general conformance with approved drawings and standard construction practice. Contractor to ensure proper coverage is maintained at the time of concrete placement: Yes Reinspection Required: No 3 y6F1e-1'0 5�f-d'Jds Z0r�bv�22 Page 1 of 1 CTL I THOMPSON .: Denver 1971 West 12th Avenue Denver, CO 80204 Phone: 303-825-0777 Fax: 303-825-4252 Technician: JonesJr, Phillip Date: 04/27/2017 Placement Type Observed: Footing Reinforcing Steel Report Client: Project: Report #: RSPO-000001 04/27/2017 Report Date: 5/12/2017 Pioneer Group DN47673.001-360 925 West Kenyon #2 Starbucks Drive-Thru at Applewood Shopping Englewood, CO 80110 Center West 32nd Avenue and Youngfield Street Wheat Ridge, CO Placement Location: At gridlines B to C from 1 to 6. Items Checked: Bar Size / Bar Quantity and Spacing / Lap Length / Cover / Dowel Bars Plans: BSA page S201 details 1,2,3,4. Remarks: Reinforcement was placed in general conformance with approved drawings and standard construction practice. Contractor to ensure proper coverage is maintained at the time of concrete placement: Yes Reinspection Required: No 32 -lo ynVr? G Fire 5'(1riL &077 ZG 100G1ZZ mm, fV7 /,?p / 41 a-1 ,?p/41L. er Page 1 of 2 i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: / k/"7 JD 3 ®"j Job Address; 3 0 %G v'v e-- 7-D i Permit Number:' -'Q ! 6 O Q / Z ❑ No one available for inspection: Ti Re -Inspection required: Yes No When corrections have'been made, call for re Dater Z� Insp ector: AM/PM 1* 41 CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: M ) D Job Address: Permit Number: z 41 C I JZ LJ No one available for inspection: Time �� M Re -Inspection required: Yes When corrections have been made, call for re -inspection at 303-2_34-5933 Date: % Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge Commercial Sign PERMIT - 201700876 PERMIT NO: 201700876 ISSUED: 05/31/2017 JOB ADDRESS: 3210 Youngfield ST EXPIRES: 05/31/2018 JOB DESCRIPTION: 2 - 60 in logos; 2 - 14 in Starbucks coffee; 3 drive thru cabinets *** CONTACTS *** OWNER (303)300-5335 CENTERS REGENCY SUB (970)980-6106 Nathan. Zimmerman 140118 Apex Signs & Graphics *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: UA / Unassigned BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 33,000.00 FEES Total Valuation 0.00 1 � � Plan Review Fee 347.13 Use Tax 594.00 % Permit Fee 534.05 ** TOTAL ** 1,475.18 *** COMMENTS *** *** CONDITIONS *** Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. **Prior to final inspection approval - As-builts are required before approval of the Building Final Inspection and Certificate of Occupancy can be issued. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am to legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed an�at al W��k t� he performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of O ACTOR (Circle one) / Dafe 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This. permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees andprocedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Budding Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature o fief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Inspection time requests will be accepted by email only. Please email requests to insptimerequest@ci.wheatridge.co.us between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line. city of Wheat Ridge COMMUNI-IY DEVLLOI MLNT Building & Inspection Services Division 7500 W. 291h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permitsa_ci.wheatridge.co.us L", FOR OFFICE USE ONLY Date: Plan/Permit # v l� Plan Review Fee: Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 32-1c) YO c.► ivG F�E1r�j 5 i (2 ALT Property Owner (please print): R-�C915NC�-( reN?g7-1Z5 Phone: 303 -3QO - 5335 - Property Owner Email: Mailing Address: (if different than property address) Address: $q$O 1. DPCOA-) '�-007 City, State, Zip: &tzj�1 via oD �% 1 Lt.� , Co gf% it I Architect/Engineer E-mail: Phone: Contractor: if51C 5t6l,S5 � &1z4Wk't&5 Contractors City License #: I qd I , ? Phone:9?0 -9 ED —(a CO (6 Contractor E-mail Address: �noeeyCG� 5-�-►�5 cSy�,S . C �� Sub Contractors: Electrical: W.R. City License # Other City Licensed Sub: City License # Plumbing: W.R. City License # Other City Licensed Sub: City License # Mechanical: W.R. City License # Complete all information on BOTH sides of this form ❑ COMMERCIAL ❑ RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESIDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT Q/6THER (Describe) 5160 S (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) Sq. Ft./LF Amps Btu's Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ 3-3-aoo • -00 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) ON RAC / or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Electronic Signature (first and last name):/�'/��lyL1 yLl /�-ia DATE: FC -9 DEPARTMENT USE ONLY ZONING COMMMENTS:Aft eov& Adi �S P V �ttag� OCCUPANCY CLASSIFICATION: Reviewer: Sanr CNn�, SI�eQ�"' ccr.•te� Orw�d�1- ll SUS. '�n '91-Vjf t-4- No cma,"ycs ca, Se v-Ad,e BUILDING DEPARTMENT COMMENTS: Reviewer: Building Division Valuation: $ Wall Sign Calculation Sheet You must complete this sheet and include it in the submittal package for any new wall signs. You will also need to create a site plan and a detail sheet of the signage. Project Address: 3210 Y6u.NEs6EL > Contractor: 60--6y- S(Esr,S >c 61a4�ttt(_S You are allowed 1 square foot of signage for every 1 linear foot of wall to which you are attaching a sign. All wall signs must be adjacent to a street or major interior drive. Step 1: Measure the length of the wall(s) where you are attaching the sign: � n 1 u ' u Wall 1 - 4Q feet Wall 2 - 13 — 8 feet Wall 3 - 146 - feet Step 2: The length of the wall is the allowable square footage for the° . cityor heat Ridge Wall 1 allowable signage- COMMUNITY DEVELOPMMT square feet Wall 2 allowable signage- :1:3 sk square feet APPROVED Wall 3 allowable signage- 14 ) s� square feet Reviewed fur Code Compliance Site Plan W kk L 60 SIREN — 191, b2 WA-ur- 2: I_o&of ski- crrms U045 ob Kev 2-114 'DR t VeTKAzt. — A b e --- Plans xarniner �+ - me OKYI twof :'he"'uanceOff Pffm#OfOWOV spedfirmau and com wations shellnot be o PernNt fo , or an owovwa/. orq walove I viola'to GOV of the Provisions of the buUng code or of arty City ordinonces. Peron Pesamhp to give ovthuro to violote ofcorue/ the Prowskm of the Build codes or other ordvronees of Me City SAAB not be rWid. eV, G APP ROVED, - BY: _ Sccrt c�•.TLr� DATE: 5 H 3 i COL ;oa s a 0 10< tit Rs� n m 3 gg a / tD tEET 7 - Wl a S V n I it ca N � 1.0 r I I I 9 > u I I Iy I h Iri F l0 4 Ii n i t0 L CD ® 0 0 o m - - y n N _ on omUP �F. H � 1 £ c W ff 2i A 4.6 Vc � m n t0 L CD a -- i I�} �I'-�Y •� Ary ® 0 4 oqr r SIII I ff 4 CK 4. V rn m I ? f �� 1'•15 �� li. m wh! aas 'm U ® o ® 0 4 oqr I c 9 N a �� 1'•15 �� li. m wh! aas 'm onN� aT �, m N o oafn�3 ���. �m _ r W ® o ® 0 4 oqr I c 9 m wh! aas 'm onN� aT �, m N o oafn�3 ���. �m _ r Ro ro @R � n� =Wm once---' .3 $�•c' °�m ^7i "ohm �'� ? O av5, a`5. cn?3 W�'� w3'�3 'mm3 rnsm �� roC m3o vfc g dl CD 10 9�• • SN S. R u p mom � $9.PA m9 0. a ?; iO 02 mo��o 3 L^ �e�, cN nED mo am5.°ty � eO Qw� 3a oqr I c 9 40� o - HH @F0 av m a'o B� al r�l'uYw I 9 mK �mLaa „Nagsm laps nG� �c°> R„s��a�� rte„%aq �Ha =!aN a3 yQo aa� 0 e W'All w W SW. n moan 5 �I W a n f1 o ' O I ��N I 4 n 3 v 3 n 3�o m� nmo ":kS vim F H $ d i • c m m I 9 mK �mLaa „Nagsm laps nG� �c°> R„s��a�� rte„%aq �Ha =!aN a3 yQo aa� 0 0 W'All w W SW. n moan W a n f1 o ' O n 3 v 3 n 3�o m o.� =moo nmo ":kS vim F 2a3i d c ��' • c m m ` r �m �v i I im N 0 0 W'All w W SW. n moan W a n f1 o ' O n 3 v 3 n 3�o m o.� =moo nmo ":kS vim F 2a3i d c ��' wftlGrn c m m C d �d _ T II E y [LA i f g ji OF ? �m ; H�3o u� C II � II n`t Mai = x I i 2'-313(16°_ 1'.1,",.«rn I c m.8m� S- _ •u-� y o X 3iv � H �g3f p 3 1 1(1© e m L� n II y Q C d �d _ T II E y [LA i f g ji OF ? �m ; H�3o T 4 E Mai = x I i o I c m.8m� S- 3 1 1(1© e m L� T 41 CITY OF WHEAT RIDGE Building Inspection Division / (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: U 6 Job Address: 3 i° Yo V Nt- n S t Permit Number: ❑ No one available for inspection: 'me�AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -ins c '- mat 303-234-5933 Date: Inspector: DO NOT REMOV THIS NOTICE e d i CITY OF WHEAT RIDGE _1�9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: / �-/ r1 - Job Address: 3 Permit Number: Z 0.16 CLQ 12 2- ❑ No one available for inspection: Time 'I AgIEW Re -Inspection required: Yes(}((jNo 1 When corrections have been made, call for re -inspection at 303-234-593 Dater �-�17 Inspector: DO /NOT REMOVE THIS /NOTICE CTLITHOMPSON Reinforcing Steel Report Report#: RSPO-000002 05/02/2017 Report Date: 5/12/2017 Denver Client: Project: 1971 West 12th Avenue Denver, CO 80204 Pioneer Group DN47673.001-360 Phone: 303-825-0777 925 West Kenyon #2 Starbucks Drive-Thru at Applewood Shopping Fax: 303-825-4252 Englewood, CO 80110 Center West 32nd Avenue and Youngfield Street Wheat Ridge, CO Technician: Hansher, Amber Date: 05/02/2017 Placement Type Observed: Wall I �� Placement Location: We performed reinforcing steel placement observation of foundation wall. ),U Items Checked: Bar Size / Bar Quantity and Spacing / Lap Length / Cover / Dowel Bars Plans: Brian Seyerth & Associates, pages S200 & S201, dated 3/24/2017. Remarks: Reinforcement was placed in general conformance with approved drawings and standard construction practice. Contractor to ensure proper coverage is maintained at the time of concrete placement: Yes Reinspection Required: No Page 2 of 2 I,IIII I N C O R P O! A S■ O Denver 1971 West 12th Avenue Denver, CO 80204 Phone: 303-825-0777 Fax: 303-825-4252 Technician: JonesJr, Phillip Date: 04/27/2017 Placement Type Observed: Footing Reinforcing Steel Report Report#: RSPO-000001 04/27/2017 Report Date: 5/12/2017 Client: Project: Pioneer Group DN47673.001-360 925 West Kenyon #2 Starbucks Drive-Thru at Applewood Shopping Englewood, CO 80110 Center West 32nd Avenue and Youngfield Street Wheat Ridge, CO Placement Location: At gridlines B to C from 1 to 6. Items Checked: Bar Size / Bar Quantity and Spacing / Lap Length / Cover / Dowel Bars Plans: BSA page S201 details 1,2,3,4. Remarks: Reinforcement was placed in general conformance with approved drawings and standard construction practice. Contractor to ensure proper coverage is maintained at the time of concrete placement: Yes Reinspection Required: No Page 1 of 2 City of Wheat�i ge IT COMMUNY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29`s Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 FOUNDATION SETBACK AND ELEVATION CERTIFICATION This form, including the Exhibit on the reverse side, must be fully completed by a Professional Land Surveyor licensed in the State of Colorado. This Certification must be submitted for review and approval prior to the placement of concrete and before proceeding with any further construction. DATE: May 25, 2017 PERMIT# 201600122 ADDRESS: 12755 W. 32nd Avenue --(3r;Z / 0 i1-OL,1IV (S ries 7 5 - LOT LOT ,BLOCK SUBDIVISION 1 hereby certify that the elevation and location of the structural foundation for the above property described above has been measured by me or directly under my supervision. The foundation setbacks and elevations for all building corners as stated herein have been found by me to be in compliance with all municipal setback and elevation requirements, and all civil engineering and Building Permit construction plans as approved by the City of Wheat Ridge. The MINIMUM SETBACK DISTANCES from the property lines have been determined to be: FRONT: 50' * REAR: 10' SIDE: 5' SIDE: 5' 3 30 2�( nd Ave.) The MINIMUM ELEVATION has been determined to be: 5525.7 (NAVD88). The above measurements have been determined on the following location: Check only one): Top of foundation prior to placement of concrete 2 Top of proposed foundation subsequent to placement of concrete The setback and elevation measurement locations are identified on the attached exhibit. Signed Print Charles N. Beckstrom Professional Surveyor Date May 25, 2017 FOR OFFICE USE ONLY Approved by: Inspector Date mvw.ci.vvneatrnoge.co.us * SEE ATI'AC M APPROVAL OF SPECIAL USE PEf7MIT VARIANCE. Rev 12M EXHIBIT o — BUILDING SETBACK 5525.61 5525.60 FND FND 50.0' BUILDING SET BACK r 5525.68 i (SEE VARIANCE) 1 t„ I 1 0 WEST 32ND AVENUE O 20 Scale: 1" = 20' ENGINEERING 14190 East Evans Avenue SERVICE Aurora, Colorado 80014 COMPANY P 303.337.13931 F 303.337.7481 SHEET 1 OF 2 WHEAT RIDGE FOUNDATION CERTIFICATION Drawn tale: File Namee:: By: checked By: Project t2o Date: STARBUCKS DRIVE-THRU - APPLEWOOD VILLAGE SHOPPING CENTER SLH 022.062 5/2512017 PDG AMENDMENT # 11 1 "=20' SFRRBUCKS-32ND& YDUNGFIRDFNDCERT SITUATED IN THE NW 1/4 OF SECTION 29, T.3S., R.69W., OF THE STH P.M. Note -Th,sex`p:tildoes not represent amonamentedsorve . It is intended only todenduteattacneddescription. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO 5525.66) L5525.65 FND FND i 1—' W W 5525.70 5525.71 c FND * 40.4' SEE SHEET 2 FND TOF=5525.7 5525.70 5525.71 } 0 FND FND 5525.70 i W 5525.fi6 FND5525.73 LL *40.3 SEE SHEET 2 FND 5525.68 FND FND i Z 5525.74 t5525.65 5525.67 FND 69 5525.68 FND O FND FND FND WW,� V��'�\ C��U FFt= COY, u BUILDING SETBACK l,,,Y, _ �- i 0 R / -a Y 3202; a- x.25, i7 •••• `\ ••••f•.•• o SJR ONA( L ANO tm I 1 0 WEST 32ND AVENUE O 20 Scale: 1" = 20' ENGINEERING 14190 East Evans Avenue SERVICE Aurora, Colorado 80014 COMPANY P 303.337.13931 F 303.337.7481 SHEET 1 OF 2 WHEAT RIDGE FOUNDATION CERTIFICATION Drawn tale: File Namee:: By: checked By: Project t2o Date: STARBUCKS DRIVE-THRU - APPLEWOOD VILLAGE SHOPPING CENTER SLH 022.062 5/2512017 PDG AMENDMENT # 11 1 "=20' SFRRBUCKS-32ND& YDUNGFIRDFNDCERT SITUATED IN THE NW 1/4 OF SECTION 29, T.3S., R.69W., OF THE STH P.M. Note -Th,sex`p:tildoes not represent amonamentedsorve . It is intended only todenduteattacneddescription. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO EXHIBIT APPROVAL OF SPECIAL USE PERMIT VARIANCE WHEREAS, AN APPLICATION FOR A SPECIAL USE PERMIT WAS SUBMITTED FOR THE PROPERTY LOCATED AT 3210 YOUNGFIELD 112755 W. 32ND AVENUE TO ALLOW A DRIVE-THROUGH FACILITY WITH A 10' VARIANCE TO THE BUILD -TO LINE IN A C-1 ZONE DISTRICT, REFERENCED AS CASE NOS. SUP -13-041W A-13-18; AND WHEREAS, CITY STAFF FOUND BASIS FOR APPROVAL OF THE SPECIAL USE PERMIT AND VARIANCE, RELYING ON CRITERIA LISTED IN SECTIONS 26-114 AND 115 OF THE WHEAT RIDGE CODE OF LAWS AND ON INFORMATION SUBMITTED IN THE CASE FILE; AND WHEREAS, THE COMMUNITY DEVELOPMENT DEPARTMENT HAS PROPERLY NOTIFIED PURSUANT TO SECTION 26-109 OF THE WHEAT RIDGE CODE OF LAWS; AND WHEREAS, THERE WERE NO REGISTERED OBJECTIONS REGARDING THE APPLICATION; NOW THEREFORE, BE IT HEREBY RESOLVED THAT A SPECIAL USE PERMIT TO ALLOW A DTIVE-THROUGH FACILITY WITH A 1 O' VARIANCE TO THE BUILD -TO LINE IN A C-1 , COMMERCIAL -ONE, ZONE DISTRICT (CASE NOS. SUP -13-041W A-13-18) IS GRANTED FOR THE PROPERTY LOCATED AT 3210 YOUNG FIELD 112755 W. 32ND AVENUE BASED ON THE FOLLOWING FINDINGS OF FACT: SPECIAL USE PERMIT 1. THE PROPOSED IMPROVEMENTS ARE APPROPRIATELY DESIGNED AND ARE CONSISTENT WITH THE C-1 ZONE DISTRICT REGULATIONS AND ARCHITECTURAL AND SITE DESIGN MANUAL (ASDM). 2. THE RECENT STREET IMPROVEMENTS AND PROPOSED RIGHT-IN/RIGHT-OUT ACCESSES CAN ADEQUATELY SERVE THE PROPERTY. 3. APPROVAL OF THE SUP WILL RESULT IN UNMAINTAINED, UNDERUTILIZED PROPERTY BEING DEVELOPED. 4. THE PROPOSED SUP WILL NOT HAVE A DETRIMENTAL EFFECT UPON THE GENERAL PUBLIC HEALTH, WELFARE, AND SAFETY OF THE SURROUNDING AREA. VARIANCE 1. THE PROPOSED SETBACK WILL BE CONSISTENT WITH BUILDING LOCATIONS TO THE NORTH AND SOUTH. 2. IT WILL MAINTAIN VISIBILITY FOR THE EXISTING RESTAURANT DIRECTLY ADJACENT TO THE NORTH. 3. THERE ARE UNIQUE CONDITIONS BASED ON THE CURRENT CONFIGURATION OF THE PROPERTY AFTER THE RIGHT-OF-WAY ACQUISITIONS. 4. THE PROPOSED VARIANCE WILL NOT HAVE A DETRIMENTAL EFFECT UPON THE GENERAL PUBLIC HEALTH, WELFARE, AND SAFETY OF THE SURROUNDING AREA. WITH THE FOLLOWING CONDITIONS: 1. THE GRANT OF USE SHALL RUN WITH THE PROPERTY. 2. PRIOR TO SITE DEVELOPMENT, A TWO LOT CONSOLIDATION PLAT BE PROCESSED. ENGINEERING 14190 East Evans Avenue SERVICE Aurora, Colorado 80014 COMPANY P303.337.13931F303.337.7481 WHEAT RIDGE 'DrawnBy: Checked By: ProjeU No.: Date: SLH CNB 022.062 1 5/25/2017 9oa1e: File Name. , N/A SrARBdCXS- 32ND & YOLWGFlELD AD C£RI X3202 R: • rkf • 04 ANAL L ANS SHEET 2 OF 2 FOUNDATION CERTIFICATION STARBUCKS DRIVE-THRU - APPLEWOOD VILLAGE SHOPPING CENTER PDC AMENDMENT # 11 iITUATED W THE NW 1/4 OF SECTION 29, T.3S., R.69W., OF THE 6TH P.M -ITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADC v 11 -g" A Appru% a! of Special 11 %e Permit and Variance "I MR I AS C ;AV" d I NL PMnn ktaS silhIllitle'! 16-, tilt-proyh:111 It .41 321(i Yowlg"Ield 1 i 1t L:,iui.' lo a.!,,% a dm cAtringh sib, " phtanarlccw the h,M,, In, in j ('-1 i on t: d n ll Ki L i ,: j ,, ('d sc \ a� t,. s 1 ' p - I -ig %k -\ - I ? 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Ills Ill 14 11 'l*j _ -;AlCh X the area.- PLINk: 1Ic;t!Fh. -,kL711jrL. and '% ARI W I I he popowd sohack aiN he io-WaH "Oh Wild, Wool, h, dw in ob awl ,jj, cx;niq,, re,:ldLIriU1 jkJja,:Vqj it1 elle nollh, ATC IMILItIC LI'lldi'1011S hJSLd,Ij! fliv Cull-cli! 70J'.N:.?'l.rx!On Prk'PCr'.c a6el t"i" 1 lUil°-,r' Ihcj"'opocd %arlancc will [lot hme :j Idlek ,-1! tl',C arca, �e '�Cllelal 11011C 11-14h. '-k0ljn, Bali; ,k\ 1 1 H Ill[ W! 1 ( ()NDlji0\'-' NX MMA Ul me SAU am "it cc Nyoy' I'rl"t s1c dc" Wil hq van"Who plat he pNNv—vd No" sill` dk--' Silk 1111IJ1.1111i L!1(j'j'jt.-'jj'-d: c11,a0oll, tit, ic. lclt cd ird f,,, 'soa!! t'f OWTV AMTH'Al, L- 'IN 41,61 NsDW Dhtnvt ` INSPEC '"CORD CORD =A, INSPECTION REQUEST LINE: (303) 234-5933 Occu anc / i v) Inspections will not be performed unless this card is posted on the project site. Call the inspection request line before 11:59 p.m. to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Initials Comments Pier Plumbing 61 -/Z-// -Concrete Encased Ground (CEG) Lath /Wall Tie Foundation / P.E. Letter ,Rough Electric Do Not Pour Concrete Prior To Approval Of The Above Inspections - AiAxi 4 ge:«tH Underground/Slab Inspections Date Inspector Initials. . Comments Electrical Ca p l all Sheathing Sewer Service _ (;Tc Plumbing 61 -/Z-// Do Not Cover Underground or Below/In=Slab Work Prior To Approval Of The Above Inspections Rough Inspections Date Inspector Initials Comments � c all Sheathing Mid -Roof Lath /Wall Tie C) ,Rough Electric .Rough Plumbing/Gas Line < �- Rough Mechanical `a ough Framing Al V (///, %/y, / o ( �j Rough Grading W/A 6-Ve nsulation�-� v ,? �� rywall Screw/ Nail P I •� �� --- _� Final Inspections Date Inspector Initials � Comments Landscaping & Parking / Planning Dept. Inspections from these entities should be requested ROW & Drainage / Public Works Dept:-) �� one week in advance. For landscaping and parking Floodplain Inspection (if applicable) inspections call 303-235-2846. For ROW and drainage Fire Inspection Fire Protection ` �S"'� 7 inspections call 303-235-2861. For fire inspecti:jns / Dist. contact the Fire Protection District for your project. Final Electrical Final Plumbing v Final Mechanical Roof Final Window/Doors W/A W F -C -Q Final Building Za NOTE: All items must be completed and approvedWytanning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. -i-or iow voltage permits - riease oe sure tnat rougn inspections are compietea trom the Tire uistrict and electrical low voltage by the Building Division. "For Inspection Time Window - Please email insptimerequest@ci.avheatddge.co.us by 8:00 A.M. the.morning of the inspection with the property address in the subject line of the email. Time window is based on the:inspector'scroute.. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather 0 UL'x 'a City of Wheat Ridge Commercial New Struc PERMIT - 201600122 PERMIT NO: 201600122 ISSUED: 12/21/2016 JOB ADDRESS: 3210 Youngfield ST EXPIRES: 12/21/2017 JOB DESCRIPTION: Construction of a drive-thru Starbucks Coffee. *** CONTACTS *** OWNER (303)267-7257 GC (303)789-2177 SUB (720)882-6442 SUB (303)935-0520 SUB (303)364-7536 SUB (303)781-7400 U S RETAIL PARTNERS LLC Joseph Von Stein Immanuel Anderson Berrane Walt Radovich Edward L. Jones Timothy Canady *** PARCEL INFO *** ZONE CODE: UA / Unassigned SUBDIVISION CODE: 122 / ** FEE SUMMARY *** ESTIMATED FEES Total Valuation 0.00 Plan Review Fee 2,119.36 Use Tax 7,740.00 Permit Fee 3,260.55 Engin. Review Fee 800.00 ** TOTAL ** 13,919.91 *** COMMENTS *** 120068 Pioneer Group 140278 Golden Valley Electrical, Inc. 020061 Golden Way Mechanical, Inc. 019972 Lee Huddleston Plumbing, Inc. 020988 ADK Electric USE: / BLOCK/LOT#: 0 / PROJECT VALUATION: 430,000.00 *** CONDITIONS *** WM: Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. A Form Board Survey is required. Please call for rebar inspection prior to pour. **Prior to final inspection approval - As-builts are required before approval of the Building Final Inspection and Certificate of Occupancy can be issued. MR: Landscaping, parking, signage and site lighting shall be in conformance with the approved SDP plan. All lighting shall be in conformance with Section 26-503 of the Zoning and Development Code with fixtures fully shielded so that the source of the illumination .is not visible from adjacent properties and streets. All landscaping shall be in conformance with Section 26-502 of the Zoning and Development Code. All landscaping shall bee installed in accordance with the approved landscape plan prior to C.O., a landscape escrow agreement with financial guarantee in the amount of 125% of the cost of the installation shall be required. Site signage will require separate permits. DFB: No C.O. shall be issued until the stormwater detention facility has been completed. A drainage certification letter from the engineer of record accompanied by as -built plans shall be required prior to C.O. (as required by municipal code). 12 - CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: F R I Job Address: 32-10 Vyv"6 Fltc o 57 Permit Number: 2 0/ &VU I Z -Z /ya7 A1- If�Ji'LU�tn. Cf�I� Fort Ai► Y1o.6H rH )MlD YZ ❑ No one available for inspection: Time AKj!9> Re -Inspection required: C9 No When corrections have been made, call for re -inspection at 303-234- Date:- 7J 7 J J 7 Inspector: 6,40 DO NOT REMOVE THIS NOTICE v i CITY OF WHEAT RIDGE _:�9�Building Inspection Division $f. (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: / O V n u N C-3 r; -I r Permit Number: a ® / C 10 n / a a-/ LJ No one available for inspection: Time 10kJ AM/PM Re -Inspection required: Yes _ 'o When corrections have been made, call for re -inspection at 303-24-5933 Date: 714911-7 Inspector: 6 A P DO NOT REMOVE THIS NOTICE i ti n o y b 0 FfD(D n ti ro a m"" H. fD H t7 d 7/ 7O a b F -j Kn a M K H C m Nn w p ry mM O�'_''j r°x M oN a ° b m w 5 r n P) m d rt R rn w 00 00" ((D n qqro o w y q p m N 0 ro o 4 y 0 p M 7 O 4d La O m to 00 M p m n 0 10 ca CD m O n O H 0 o a C r nrr " ° F- F.m fi fD 0 ] n n ^ ro N O 0 M o 0 n m £ N f4 W w fin} n r �• Cr N. (D C y a G ^ /V O m ro N m w x H m s a s h may, O W n k rt x a w m ►� = `� rt N�` rh n' O w o a m LT1 p�� 0 (D (D d a m n 1 0 C rot '.Y (D to o d m k O M��1 pt o m h� FM �• (� O � k G R M R L1J r `G d ad ,� S rr vz, a m r x n N O° O p" Y 0 n (DD y o%EQ ro m a O a it m b a H 0 m n 0 e O ^ w (D m o m o oC W H 0 p H 0 re o c m a m W LTJ W p 'y 0 m m D m cT o m p' 00 ` 1 fr qj �a. LsJ sir R w r m Oo 0 0 (t ct 0 (Q' y "^ a a 1—' 0 fD x "K f1 m m lL �q O C I --P+ n r b Y• a w wo N 0 Q o `( fT M 0 a n M m n O m � � r N K m \ ID r ® N m ° O a m m J c- 1�. -10INSPEC tWR CORD INSPECTION REQUEST LINE: (303) 234-5933 Ocuanc 1c I Inspections will not be performed unless this card is posted on the project site. Call the inspection request line before 11:59 p.m. to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Initials Comments Pier U Concrete Encased Ground (CEG) Mid -Roof Foundation / P.E. Letter - uo Not Pour Concrete Prior To Approval Of The Above Inspections - amu 4 g gitAtq Underground/Slab Inspections Date Inspector Comments Initials, Electricalrw� y " Si ai Sewer Service _ ATG Plumbing Ltis Do Not Cover Underaround or Below/In.,Slab Work Prior To AnDroval Of The Above Insnectinns Rough Inspections Date Inspector Initials Comments' Wall Sheathing U Mid -Roof - Lath / Wall Tie ,Rough Electric ,-Rough Plumbing/Gas Line Rcugh Mechanical I _ v G`%-Ccv'r �'N1�`/i C►�'L� ��vA,�-C- ough Framing Rough Grading nsulation rywall Screw/ Nail �I •� I� w Final Inspections Date Inspector Initials Comments Landscaping & Par!,.ing / Planning Dept. 1- 2, --1 T _ Inspections from these entities should be requested ROW & Drainage / Public Works Dept. . 7 I1 one week in advance. For landscaping and par:dng Floodplain Inspection (if applicable) inspections call 303-235-2846. For ROW and drainage Fire Inspection Fire Protection inspections call 303-235-2861. For fire inspections / Dist. contact the Fire Protection District for your project. Final Electrical Final Plumbing Final Mechanical Roof Final Window/Doors t4A W F -A Final Building (VOTE: All items must be completed and approveAy Alanning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. ror low voltage permits — t-iease oe sure inat rougn inspections are compietea from the f ire district ana electrical !ow voltage by the Building Division. "For Inspection Time Window — Please email insptimerequest@ci.wheatridge.co.us by 8:00 A.M. the.mornin-q of the inspection with the property address in the subject line of the email. Time window is based on the inspector's route._ :, ... , Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather .�. k City of Wheat Ridge Commercial New Struc PERMIT - 201600122 PERMIT NO: 201600122 ISSUED: 12/21/2016 JOB ADDRESS: 3210 Youngfield ST EXPIRES: 12/21/2017 JOB DESCRIPTION: Construction of a drive-thru Starbucks Coffee. *** CONTACTS *** OWNER (303)267-7257 U S RETAIL PARTNERS LLC GC (303)789-2177 Joseph Von Stein SUB (720)882-6442 Immanuel Anderson Berrane SUB (303)935-0520 Walt Radovich SUB (303)364-7536 Edward L. Jones SUB (303)781-7400 Timothy Canady 120068 Pioneer Group 140278 Golden Valley Electrical, Inc. 020061 Golden Way Mechanical, Inc. 019972 Lee Huddleston Plumbing, Inc. 020988 ADK Electric *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: / SUBDIVISION CODE: 122 / BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 430,000.00 FEES Total Valuation 0.00 Plan Review Fee 2,119.36 Use `Pax 7,740.00 Permit Fee 3,260.55 Engin. Review Fee 800.00 ** TOTAL ** 13,919.91 *** COMMENTS *** *** CONDITIONS *** WM: Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. A Form Board Survey is required. Please call for rebar inspection prior to pour. **Prior to final inspection approval - As-builts are required. before _approval of the Building Final Inspection and Certificate of Occupancy can be issued. MR: Landscaping, parking, signage and site lighting shall be in conformance with the approved SDP plan. All lighting shall be in conformance with Section 26-503 of the Zoning and Development Code with fixtures fully shielded so that the source of the illumination is not visible from adjacent properties and streets. All landscaping shall be in conformance with Section 26-502 of the Zoning and Development Code. All landscaping shall bee installed in accordance with the approved landscape plan prior to C.O., a landscape escrow agreement with financial guarantee in the amount of 125% of the cost of the installation shall be required. Site signage will require separate permits. DFB: No C.O. shall be issued until the stormwater detention facility has been completed. A drainage certification letter from the engineer of record accompanied by as -built plans shall be required prior to C.O. (as required by municipal code). i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Uy Job Address: Permit Number: ❑ No one available for inspection: Time/- 'C-'AM/PM Re -Inspection required: Yes No When corrections have been made, call for re-ins`peFt on• 03r234;.5933 Date: � 1 � � Inspector: DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line Finspection (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Type: Job Address: 32- 1 L Permit Number: 2(", 1(v oC) 122`' ❑ No one available for inspection: Time i �� f;4M%1?M Re -Inspection required: Yes No ) when corrections have been made, call for re -inspection at 303-234- D Date:° - i aY Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: AC4 Job Address: �_0 1() Permit Number: au ('oo =�_ ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, call for p�ec*on-a# 303-234-5933 Date: Inspector: r f f i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line_1�9r (303) 235-2855 Office • (303) 237-8929 Fax Y INSP ECTION NOTI CE Inspection Type: Job Address: lbLAP 12;lp— STTIAuCr'0 Permit Number: ❑ No one available for inspection: Time ./f� A Re -Inspection required: Yes fNo_,' When corrections have been made, call for re -inspection at 303-234-5933 Date: R -Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237L8929 Fax INSPECTION Inspection Type: Job Address: Permit Number: ❑ No one available for inspection: Time f AM/PM r Re -Inspection required: Yes END When corrections have been made, call for re-inspe i n -234-5933 Date: Inspector: V" i Y CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type:`vi - C `1 L Job Address: ZI 0 Permit Number: 0 01 Z e- ❑ No one available for inspection:im'eLAM/PM Re -Inspection required: Yes (No,. -)' When corrections have been made, call for re -i ` spe�No ?at 303-234-5933 Date: _ <': �° Inspector: ' DO NOT REMOVt THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: tj1 tai Job Address: 3 Zi Q V o ui y l <,. d Permit Number: Zo t to GD 12Z O► - --7_'r,- _ ` R ❑ No one available for inspection: Time 30 /PM Re -Inspection require .+ Yes o When corrections have been made, call for re -inspection at 303-234-5933 Date:61 Inspector: IA -AA - DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: F9 Job Address: 3 Z /0 Yova��'��� r) - ) i77 ❑ No one available for inspection: T_ ime , f AM/PM Re -Inspection required: Yes CNo When corrections have been made, call for re-insp 'cti,Qn at 303-234-5933 Date:�'�'_ _ Inspector4t/- i DO NOT REMOV8 THIS NOTICE i CITY OF'WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fa Inspection Type: Job Address: Permit Number: INSPECTION NOTIC h- 3 z /6) Y c�.-t� Z®/6U�OiZ ❑ No one availablefor inspection: AM/PM Re -Inspection required: Yes No When corrections have been made, call for re-inspo 03 234-5933 Date: _ ! , / Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE _:�9rBuilding Inspection Division - (303) 234-5933 Inspection"line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: iz:C, Job Address:` - Permit Number:�(0�12� ❑ No one available for inspection: Time AM/PM Re -Inspection require No When corrections have been made, all r re -inspection at 303-234-5933 Date: Inspect L2�i� DO NOT REM , E THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: - J: N" ` : (_F<LT, ((jyL'j,l Job Address: ': >2 (C) _((jUy-�-,� rf7I- D Permit Number: 201(000 Px ❑ No one available for inspection: Time Re -Inspection required: Ns,,No When corrections have been made, Date: � / f �- f-�- Inspec AM/PM re -inspection at 303-234-5933 i CITY OF WHEAT RIDGE _1�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address:{�'r Permit Number: x.01( � 0 � 2 � ❑ No one available for inspection: Time &M M Re -Inspection required: Yes Eo When corrections have been made, call for re -inspection at 303-234-5933 r Date:/11--Inspector:.:fi'�-�.. DO NOT REMOVE THIS NOTICE I i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: E A I Job Address: 20 Q UA 8 f 1 d Permit Number: ao I (00 i 7- �- ❑ No one available for inspection: Time 0 ZONAMIPIVI Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234- Date:- AInspector: M DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE ' �003) Building Inspection Division (303) 234-5933 Inspection line 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: 2-,2(0 '(WK%(vxr=1 FLO ST. Permit Number: 201(„x' Y )1 22 ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date:2161r+ Inspector': I ' DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE _��9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: F a_T Job Address: 3300 5 L Permit Number: kI6601 ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303 -234 - Date: Inspector: 11)7k) DO NOT REMOVE THIS NOTICE (3 CITY OF WHEAT RIDGE luilding Inspection Division 103) 234-5933 Inspection line )235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE ❑ No one available for inspection: Timed AM/PM Re -Inspection required: Ye No f When corrections have been made, call for Dater c f� Inspector: at 303-234-5933 A i CITY OF WHEAT RIDGE Building Inspection Division 9�(303) 234-5933 Inspection line _:�(303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE �� S Inspection Type: Job Address: _ 2 -iv ����`�C r` r& Permit Number: D/ C 0/ 2 7 r;O dot /0 -C.. t,/S f .041/ CLv J S7- ❑ No one available for inspection: Time! 7N AM/PM Re -Inspection required: Yes When corrections have been made, call for re-insp 2—/7 ti at,303-234-5933 !yDate: Inspector: DO NOT REMOVES HIS NOTICE i CITY OF -WHEAT RIDGE 1�9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: 3010 0 Permit Number: Zo I G 00 ZZ ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes., No /- When corrections have been made, call for re -inspection at 303-234-5933 Date:`4 4rT - i Inspecto DO NOT REMO TH S NOTICE o.-� I A ❑ No one available for inspection: TimeOXr.� AM/PM Re -Inspection required: Yes lo� When corrections have been made, call for re-inspe`tiorvat 303-234-5933 Date: Inspector: DO NOT REMOVL'TH/S NOTICE ' i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: T 1(4 9 `1" Job Address: 3- ,Z vL�� Permit Number: 2,0/(5, 00 ❑ No one available for inspection: TimeOXr.� AM/PM Re -Inspection required: Yes lo� When corrections have been made, call for re-inspe`tiorvat 303-234-5933 Date: Inspector: DO NOT REMOVL'TH/S NOTICE CITY OF WHEAT RIDGE Building Inspection Division / (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: F 0 Job Address: 321(5 YOVP16FIaO _57 - Permit Number: ZO/M ao /Zz No Petr_k%�7 / T <A* /i d o 4 5 �d vn�fl �<r� pv ✓n-4 c,,../U � hf,/��G7 lr�s-T. 1VVr1L'<03;7 air -14,1. 19t- I -w L,(- Cc, ❑ No one available for inspection: Time g ;Cts A M Re -Inspection required: 6;) No *When corrections have been made, call for re -inspection at 303-234-5933 Date: Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division / (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: TC Job Address: 3Z/(2 y 0vP7 & 1"9 . Permit Number-=zwC,m2Ak Oi �- 4 :I ❑ No one available for inspection: Time q1' i9< AV M Re -Inspection required: Yes,(!9 * When corrections have been made, call for re -inspection at 303-234-5933 Date: V/z'7/ / % Inspector: DO NOT REMOVE THIS NOTICE e i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 237-8929 Fax INSPECTION INSPECTION NOTICE Inspection Type: T4 w Job Address: 32-1 0 y0V-7Gi'►VItC7 sT Permit Number: Z0 / 6; 0 a / Z 2 - ^Q REnit)y&�" &wT Witt e -s Er-pt*7 L?r644e _S L ❑ No one available for inspection: Time Z a0 A PN Re -Inspection required: es No When corrections have been made, call for re -inspection at 303-234-5933 Date: qInspector: DO NOT REMOVE THIS NOTICE 41 CITY OF WHEAT RIDGE � Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: , � � lec �Y A., 1y.4 Job Address: 32-10 Y0 utVG F,,1_.b S, Permit Number: 2-011,0012-z ❑ No one available for inspection: Time Z-, �% AM%PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 i Date: Inspector: t ./tt{C DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division / (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: L4 G'• Job Address: 2-10 -1014N6 Fle-4 b '57- Permit TPermit Number: f Tr G. n C �O ren a r Prj C,C C C3 ❑ No one available for inspection: Time ZS A Re -Inspection required: Yes No,. When corrections have been made, call for re -inspection at 303-234-5933 Date: ! `� -1 7 Inspector: DO NOT REMOVE THIS NOTICE City of Wheat�idgc COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29th Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 January 31, 2017 OFFICIAL ADDRESS NOTIFICATION NOTIFICATION is hereby given that the following address has been assigned to the property/properties as indicated below: CURRENT ADDRESS: Vacant Lot NEW ADDRESS: 3210 Youngfield Street SUBDIVISION: Applewood Village Southwest Corner LOT(s): 0001 KEY:_ SECTION: 29 PARCEL NO: 39-292-05-013 NOTES: Picture on reverse page is from 2014. Buildings have since been demolished. AUTHORIZED BY: DATE: 1-31— DISTRIBUTION: 1. Property Owner 2. Jefferson County Assessor, ATTN: Data Control, Lacey Baker email to lbaker@jeffco.us 3. Jefferson County Elections, ATTN: H. Roth, 3500 Illinois St., Laramie Building, Suite 1100, Golden, CO 80401 4. Email to Jeffco IT (Mapping) Services at smitchel(d,jeffco.us and edelynko@jeffco.us 5. Jeffco Public Schools, ATTN: Communication Services, 1829 Denver West Dr., Bldg. 27, Golden, CO 80401 6. U.S. Post Office, 4210 Wadsworth Blvd., Wheat Ridge, CO 80033 7. Email to erlinda.j.martinez d,,usps.gov and krissy.j.summerfieldL&usps.gov and arlene.a.vickrey_((a usps.gov 8. Xcel Energy, Sandra.cardenasOxcelenergy.com 9. Century Link, Capacity Provisioning Specialist, 5325 Zuni St., Room 728, Denver, CO 80221 10. Comcast, Attn: Scott Moore, 6850 S. Tucson Way, Englewood, CO 80112 11. Consolidated Mutual Water District 12. Northwest Lakewood Sanitation District 13. West Metro Fire District 14. Wheat Ridge Planning Division 15. Wheat Ridge Building Division 16. Wheat Ridge Police Department 17. GIS Specialist 18. Log File NOTE: Please notify all other parties concerned. ADDRESS MAP UPDATED BY: wwwxi.wheatridgexoms DATE: City of Wheat Ridge Commercial New Struc PERMIT - 201600122 PERMIT NO: 201600122 ISSUED: 12/21/2016 JOB ADDRESS: 3210 Youngfield ST EXPIRES: 12/21/2017 JOB DESCRIPTION: Construction of a drive-thru Starbucks Coffee. *** CONTACTS *** OWNER (303)267-7257 U S RETAIL PARTNERS LLC GC (303)789-2177 Joseph Von Stein 120068 Pioneer Group SUB (720)882-6442 Immanuel Anderson Berrane 140278 Golden Valley Electrical, Inc. SUB (303)935-0520 Walt Radovich 020061 Golden Way Mechanical, Inc. SUB (303)364-7536 Edward L. Jones 019972 Lee Huddleston Plumbing, Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: / SUBDIVISION CODE: 122 / BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 430,000.00 FEES Total Valuation 0.00 Plan Review Fee 2,119.36 Use Tax 7,740.00 Permit Fee Engin. Review Fee 3,260.55 800.00 * * TOTAL * * 13,919.91 *** COMMENTS *** *** CONDITIONS *** WM: Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. A Form Board Survey is required. Please call for rebar inspection prior to pour. **Prior to final inspection approval - As-builts are required before approval of the Building Final Inspection and Certificate of Occupancy can be issued. MR: Landscaping, parking, signage and site lighting shall be in conformance with the approved SDP plan. All lighting shall be in conformance with Section 26-503 of the Zoning and Development Code with fixtures fully shielded so that the source of the illumination is not visible from adjacent properties and streets. All landscaping shall be in conformance with Section 26-502 of the Zoning and Development Code. All landscaping shall bee installed in accordance with the approved landscape plan prior to C.O., a landscape escrow agreement with financial guarantee in the amount of 1250 of the cost of the installation shall ba required. Site signage will require separate permits. DFB: No C.O. shall be issued until the stormwater detention facility has been completed. A drainage certification letter from the engineer of record accompanied by as -built plans shall be required prior to C.O. (as required by municipal code). City of Wheat Ridge Commercial New Struc PERMIT - 201600122 PERMIT NO: 201600122 ISSUED: JOB ADDRESS: 3210 Youngfield ST EXPIRES: JOB DESCRIPTION: Construction of a drive-thru Starbucks Coffee. 12/21/2016 12/21/2017 I, by m signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, appli building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized b e leg 1 owner of the property �1 dam authorized to obtain this permit and perform the work described and approved in conjunction with is erml . I further attest that I a le ally authorized to include all entities named within this document as parties to the work to be performefd nddtthattlall work to�be er is, disclosed in this document and/or its' accompanying approved plans and specifications. / Sigdature of OWNERr CONTRACTOR ( ircle one) Date I. This permit was issue based on the inf tion provided in the pen -nit application and accompanying plans and specifications and is subject to the compliance Bose dcuments, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original en -nit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new pen -nit shall be subjectto the standard requirements, fees and rocedures for approval of any new permit. Re -issuance or extension of expired pen -nits is at the sole discretion of the Chief Building Official and is not guaranteed. 4, No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicabe co gde or any ordinance or regulation of this jurisdiction. Approval of work is subject to ie Id inspection. Signature of Chief Building OfficialDate I J REQUESTS MUST BE MADE BY 11:59PM ANY BUSI S DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Inspection time requests will be accepted by email only. Please email requests to insptimerequest@ci.wheatridge.co.us between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line. rrA�i l �U 170qyg7 City of Wheat dge COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 29"' Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 c v�f<c i fi t w/ e64'11 1, FOR OFFICE USE ONLY Date: ` 2 , j h t �� � r Plan/Pennit it Plan Review F� Z Building Permit Application r Please complete all highlighted areas on both sides of this form. Incomplete applicationmay no be -P oces eT _P Property Address: 17-15-Y W. Ave-, w IVI 4- 9, d y e , Co Lioo 3 3 Property Owner (please print): (Jai l k 1 PG lmz-1- Phone: 30J- 2-0-7L57 Property Owner Email:_ !A pi, lw1, e- 5+"r V c , Cc., A, Mailing Address: (if different than property address) Address: (a $, Fj*IL1ri &,-a, civii' sv* �5U City, State, Zip: rez",�Pd 0014,16 t 0 e0111 Architect/Engineers T6vo pkc1t-r Architect/Engineer E-mail: Phone: Liz -5- eZ7- ZiaU Contractor: lap Contractors City License #: Contractor E-mail Address: Sub Contractors: -1,60 Electrical: W.R. City License # Other City Licensed Sub: City License # Plumbing: W.R. City License # Phone: Other City Licensed Sub: City License # Mechanical: W.R. City License # Complete all information on BOTH sides of this form Description of work: (Check all that apply) NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ OTHER (Describe) (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) aj-,, 'h�"u` fin/�rf cf7�� a Gtnic— s<lt.Ir 3��'_clYz C" >�kt e' trac �„ k 14'-i Sq. Ft.JLF Amps !Z 75S w � 3��1. .�► �e, z:/l+e�f �✓c�ye t �v Btu's Squares Gallons Other IProject Value: (Contract value or the cost of all materials and labor included in the entire project) I t 4 30. 0,10 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT 1 hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLE ONE: (OWNER) (CONTRACTOR) or Q HORIZEDREPRESENTATIV o OWNS (CONTRACTOR) PRINT NAME: ���'� �✓fix �GV ZONING COMMMENTS t Reviewer. 2 BUILDING DEPARTMENT COMMENTS Reviewer: , ' SIGNATURE: l? AL1` DATE: // Z I /Z to DEPARTMENT USE ONLY 4 FGA 1 OCCUPANCY CLASSIFICATION: TO G' . J C.'j L_ I PUBLIC WORKS COMMENTS: /v t� C .� , SNyz� (3C J$$�lG� [� Ay+77G_ Tl-fl�=: Reviewer: bCOJ9lf��� /f OKJ PROOF OF SUBMISSION FORMS f_R-X _> TZ) C .O Fire Department ❑ Received ❑ Not Required Water District El Received ❑ Not Required Sanitation District E] Received ❑ Not Required Building Division Valuation: $ �� , C C City of Wheat<iclge PUBLIC WORKS City of Wheat Ridge Municipal Building 7500 W. 291' Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 PUBLIC WORKS DEVELOPMENT REVIEW FEES Date: J Z o 2 l 6 Location of Construction: !2`75'5 W, 32- Purpose 3ZPurpose of Construction: Single Family Commercial Multi -Family Development Review Processing Fee:......... ....................................... $100.00 (Required of all projects for document processing) $ �bD • dZ� Single Family Residence/Duvlex Review Fee: ..................................... $50.00 $ Commercial/Multi-Family Review Fees: (Fees include reviews of the I' and 2nd submittals) • Review of existing or minimal technical documents: ........................ $200.00 $ • Initial review' of technical civil engineering documents: ................ $600.00 $ 660,60 • Traffic Impact Study Review Fee: ...... ............................................. $600.00 $ • Trip Generation Study Review Fee: .................................................. $200.00 $ • Stormwater Management Plan (SWMP) Review Fee: ....................... $100.00 $ • O & M Schedule Review & SMA Recording Fee ............................. $100.00 $ ' Each Application will be reviewed by staff once and returned for changes. If after review of the second submittal changes have not been made to the civil documents or the Traffic Study as requested by staff, further reviews of the Application will be subject to the following Resubmittal Fees: • Resubmittal Fees: 3rd submittal (%2 initial review fee) :.................................................... $300.00 $ 4`'' submittal (full initial review fee): ................................................. $600.00 $ All subsequent submittals: ............................... ................................. $600.00 $ (Full initial review fee) TOTAL REVIEW FEES (due at time of Building Permit issuance): PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE ADDITIONAL LICENSING AND PERMITTING FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS WITHIN PUBLIC RIGHT-OF-WAY. www.ci.wheatridge.co.us Rev 06/13 City of COMMERCIAL/MULTI-FAMILY W heat id9' BUIL PUBLICDING PERMIT APPLICATION REVIEW WORKS Date: OZ d Location: LZ -7 $S W • 32--b: EW,"7Uu6-5- ATTENTION: BUILDING DEPARTMENT I have reviewed the submitted application documents to construct a _-5`7-4-7e"0 v ce•'-S located at the above referenced address. Please note the comments checked below. I. _Lz' Site Survey: t,/'OK Not OK; refer to stipulations. 2. _� Drainage: a. Final Drainage Report and Plan required _yam Yes No b. Drainage Letter and Plan required Yes _,-.--No PjC. Site drainage/grading have been reviewed and are: ✓OK _ Not OK; see stipulations —� 3. ✓ CDPS Permit & SWMP Approved: ✓ Yes VNo _ N/A 4. Public Improvements to be completed: 1 lep- -ate a. street paving/patching: Yes No b. curb & gutter/drivecut: _/Yes No C. sidewalk: ✓ Yes No d. standard street lights: Yes ✓ No e. pedestrian lights: Yes _J/No f. storm sewer: ✓ Yes _ No g. Letter of Credit (LOC) required: Yes ✓No h. Funds in lieu of construction: Yes _':::�No If an LOC or funds in lieu of are required, for what improvements? ,n Amount of the LOC or funds: 5. _b� SIA/PIA required: Yes L. -'No 6. _� Traffic impact analysis required & approved: ,---Yes No 7. _� Street Access Permit required: Yes ✓ No If yes, was it approved by the Director of Public Works? Yes No 8. Does all existing roadway/alley R.O.W. meet the standards of the City: Yes No If not, what is required: {Z OG.J L4,1/1-5 If R.O.W. is required, has the deed been received? Yes L. -'No (See Note below) NOTE: All deeds must be reviewed anda ro ed pprior to issuance of the Certificate of Oc"pa cy. Wiz: lZc To 8c DEQ/L �3 L/ • h t 9. APPROVED: The Public Works Department has reviewed the submitted material and hereby approves this Permit Application, subject to the stated or attached stipulations. Signature David F. Brossman, P.L.S. Date 10. 1w NOT APPROVED: The Public Works Department has reviewed the submitted material and does not approve this Permit Application for the following reason(s): Signature David F. Brossman, P.L.S. Date 11. ✓ / Stipulations: G nPs Pct/+?/T !S S4J~1'0 7?9 L3lZ�C L , 12. ✓ NOTE: Any damage to the existing Public Improvements resulting from this construction shall be repaired to City standards prior to the issuance of the Certificate of Occupancy (C.O.). A Drainage Certification Letter with by As -Built plans shall be required prior to the issuance of the Certificate of Occupanev. o O . �vtc c_ /,/oT 8 c �Ssv�� P�/6X' 7a PL& --77 bzo z 1��-TF�1Tlo.J _PDovDSUU�¢_lZ S'_z>•e�! StZe> /1/ RCG77b,v O/'' CO�✓J�+✓/uN/,�/ ��Yc'�o�iL/t'�1T I�/ZEGTa�lr�it-Ili [3`/' /'Y/vIViC/��K-CoDE, /t�� O�lal�llo Cily cif heat Ridge Puist 1C kvC)RKS City of Wheat Ridge Municipal Building 7500 W. 29th Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED: 1 Z- lel Z141 ADDRESS: ! Z 7SS Dear Contractor: In conjunction with the approval of the building permit application for the above referenced address, this letter is to inform you that all existing public improvements located along the frontage of said address shall be restored, (if damaged from related construction) to an acceptable condition, as determined by City of Wheat Ridge Public Works Department, and prior to the issuance of a Certificate of Occupancy. Prior to any construction commencing, the City's representative will conduct an onsite inspection to determine the existing condition(s) of the public improvements at this address. If you have any questions, please contact me at 303.235.2864. Sincerely, David F. Brossman, P.L.S. Development Review Engineer CC: File w iNv.ci.wheatridge.co.us Rev 2/08 0;0r City of WheatR�ijge City of Wheat Ridge Municipal Building 7500 W. 29" Ave. Wheat Ridge, CO 80033 P:303.235.2855 F:303.237.8929 June 21 St, 2016 Dear applicant and all interested parties, This letter is in regards to the application submitted for 12755 W. 32nd Ave., Plan #201600122. The plans were officially submitted on 01/29/2016. With it being almost five months in for review, it is close to the 180 days after filing of the permit and will be considered abandoned. To remove the application and plans from this status, a written request to the Chief Building Official must be made by 07/29/2016, or the information submitted will be voided, and a new application, as well as plans and plan review fee will need to be submitted once progress on the project will commence. We understand there are some outstanding comments with Public Works and Planning, but there is a time limitation for applications. Please let me know if you have any questions or need additional information. Sincerely, Melissa Mackey Senior Permit Technician 7500 W 29th Ave Wheat Ridge CO 80033 Melissa Mackey From: Lisa Sunderland <lisa@scrosllc.com> Sent: Tuesday, September 27, 2016 10:08 AM To: Melissa Mackey Cc: Katie Butler Subject: Re: 12755 W. 32nd Ave. Thank you Melissa. I have noted no more extensions. Lisa Sunderland SCM Solutions, LLC. Sent from my iPhone On Sep 27, 2016, at 9:46 AM, Melissa Mackey <mmackey@ci.wheatridge.co.us> wrote: Good morning Lisa, I was unaware that Michael was out of the office yesterday, but I was able to speak with him this morning during our meeting. He has approved the extension request for 90 days, which will have a new application expiration date of 12/27/2016. He also wanted me to make you aware that this will be the last extension request that will be accepted for this project. If the permit is not approved and picked up by 12/27/2016, the application and plans will become void and a resubmittal would be required. Please let me know if you have any questions or need additional information. Melissa Mackey Senior Permit Technician Office Phone: 303-235-2855 Fax: 303-237-8929 <image001.jpg> From: Lisa Sunderland [mailto:lisa(cbscrosllc.com] Sent: Monday, September 26, 2016 2:51 PM To: Melissa Mackey Subject: RE: 12755 W. 32nd Ave. Hi Melissa, Attached is the permit extension. Thank you. Ls SL 0erLPv,, l SCM Solutions, LLC (970) 817-4279 cell 1 City of `7`T heats% COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 290 Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2855 F: 303.237.8929 Permit Extension Request Form Permits expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days may be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. Please complete this form in its entirety and submit to the Building Division at per nitsaci.wheatrid eg co.us or fax to 303-237-8929. Party requesting permit extension: %CA*c &4lex S`eA" hy,, 4 �" 34-6-"q Permit # Wile 00 127- Property Address: 1 Z 7S 7 W, X -,d Auc Phone# JIV-(c92--Jq47 Email Address: K4+ie C' 5r•"si(e-,CVU% Reason for extension request: 6+Arb%jJ1A if CuVft*A% OO AU! j ew A rcfol+*a, 441441�t9c+�Gct -}s ��cef- rc�c�ltw�e�' °�'dt"' ✓�}12 lJrilhs r� S14C Number of days requested. 110 Ae 15 Printed Name: KA -he- 80444-- Signature S L'billifft,Gi For office use only This request has been: Approved by: I ct It n) WztI4 . (,Approved Date: & 14947-e16, D Denied Extended until: (11,. www.ci.wheatridge.co.us Date: k -ZF- '7_0 1 t (6\ CODE CONSULTANTS I N T E R N A T 1 0 N A L 3190 S Wadsworth Blvd., Suite 220, Lakewood, CO 80227 303.973.7766 Fax 303.973.7766 www.buildingcci.com Building Code Analysis Project: Starbucks Coffee Company 12755 W. 32nd Ave. Permit #201600122 Date: February 18, 2016 Responses: March 18, 2016 Governing Codes and Standards 2012 International Building Code 2012 International Mechanical Code 2012 International Plumbing Code 2012 International Energy Conservation Code 2014 National Electrical Code The plans and specifications submitted have been reviewed for conformance with the building codes of the Codes and Standards listed above. **NOTICE** Accessibility requirements for the disabled have been reviewed in accordance with the provisions of the IBC and its reference to CABO/ANSI Al 17.1. Accessibility requirements of the Americans with Disabilities Act of 1991 are not part of this review. Code Consultants International - Copyright 2015, City of Wheat Ridge, 12755 W. 32nd Ave. Page 2 of 16 Project Design Team Code Consultants International - Copyright 2015, City of Wheat Ridge, 12755 W. 32nd Ave. Page 3 of 16 Dallas Palmer 303-267-7257 Owner dpalmer@starbucks.com Freiheit & Ho Architects 5209 Lake Washington Blvd. NE Architect Kirkland, WA 98033 Contact: Tom Spader 425-827-2100 tspader@fhoarch.com Brian Seyferth & Associates Mechanical/Plumbing 5583 South Prince Street Littleton, CO 80120 1303-797-7772 Corey Electrical Engineering 7822 South Wheeling Electrical Court Englewood, CO 80112 Contact: Thom Evert 303-696-1257 Code Consultants International - Copyright 2015, City of Wheat Ridge, 12755 W. 32nd Ave. Page 3 of 16 Description and Assumptions This project is the construction of a new Starbucks restaurant. It will be of type VB construction and is not sprinkled. It will have equipment for making hot drinks, a small retails space, a dining room and a workroom for employees. There are no stoves, ovens, or other heating equipment using an open flame included in this project. The dining room will be handicapped accessible. Code Consultants International - Copyright 2015, City of Wheat Ridge, 12755 W. 32nd Ave. Page 4 of 16 Review Criteria OCCUPANCY CLASS: A-2 USE: Restaurant TYPE OF CONSTRUCTION: VB FIRE SUPPRESSION SYSTEM: None ALLOWED AREA: 5,500 sf PROPOSED AREA: 2,500 sf ALLOWED HEIGHT: 40 ft PROPOSED HEIGHT: 25 ft ALLOWED STORIES: 1 PROPOSED STORIES: 1 This building is notsprinkled. There are not incidental use areas and no fire ratings are required. Code Consultants International - Copyright 2015, City of Wheat Ridge, 12755 W. 32nd Ave. Page 5 of 16 Means Of Egress # of Exits Required 2 Max Travel Distance 200 ft Max Common Path 7175ft Max Dead End 1 Rated Corridor Required 20 ft 11 Yes Occupant Load 64 inside +68 patio Code Consultants International - Copyright 2015, City of Wheat Ridge, 12755 W. 32nd Ave. Page 6 of 16 ST RUC URAL C O MMENT S Item # Sheet # Concrete design and strength requires verification through testing. Provide test results. 5-1 G00.11 FHA 3.18.16: Concrete testing requirements have been included on sheet 5-700. CCI 3.18.16: Response accepted. Drawings shall be stamped and signed by a Colorado licensed Structural Engineer. S-2 - FHA3.18.16: Two sets of stamped drawings are included. CCI 3.18.16: Response accepted. The listed wind speed does not comply with the city's requirements of 105 mph (service loads). S-3 5100 FHA 3.18.16: The wind speed listed in the general notes has been changed to 105 mph (service loads). The structural calculations were done using 105 mph wind speed. CCI 3.18.16: Response accepted. The frost depth listed does not comply with the soils engineer's recommendations of 3- 0" S-4 5100 FHA3.18.16: The general notes have been changed to reflect the 36" frost depth. All foundation details were drawn with 36" minimum frost depth. CCI 3.18.16: Response accepted. Provide special inspections requirements on drawings. S-5 5100 FHA 3.18.16: Special inspection requirements have been listed on sheet 5-700. CCI 3.18.16: Response accepted. Provide calculations for the light pole base. FHA 3.18.16: Calculations for the light pole have been included. See sheets 140 - 142 5-6 5200 of the structural calculations. CCI 3.18.16: Response accepted. Provide calculations for the moment frame footings. FHA 3.18.16: Calculations for moment frame footings have been included. See sheet 138 S-7 5200 of the structural calculations. CCI 3.18.16: Response accepted. There is not any rebar in the outside face of the foundation wall. Verify ACI requirements have been meet. 4& S 8 5/5201 FHA 3.18.16: Additional rebar has been added to all foundation walls. CCI 3.18.16: Response accepted. Verify if the roof joists parallel to the parapets are adequate to carry the full snow drift load. 5-9 5300 FHA 3.18.16: This has been verified, see sheets 8 - 14 and sheets 43 - 48 of the calculations. i CCI 3.18.16: Response accepted. Code Consultants International . Copyright 2015, City of Wheat Ridge, 12755 W. 32nd Ave. Page 7 of 16 Item # Sheet # The roof joists north of the tower do not match the calculations. S-10 5300 FHA3.18.16: The calculations have been changed to match the drawings. See sheets 21- 23 of the calculations. CCI 3.18.16: Response accepted. The floor joists in the tower do not match the calculations. S-11 5300 FHA 3.18.16: The calculations have been changed to match drawings. See sheets 21- 23 of the calculations. CCI 3.18.16: Response accepted. The loads used to design the beam under the north tower wall appear to be smaller than generated loads. S-12 5300 FHA3.25.16: The W 14x22 beam has been designed for total load of 1236 pounds per foot tapering to 1119 pounds per foot. Reference Risa output. CCI 3.18.16: Response accepted. Verify how the tower roof diaphragm shears transfer down to the low roof. The south and west walls have large openings. S-13 5300 FHA3.18.16:See sheets 127- 129 of the calculations. CCI 3.18.16: Response accepted. Verify how the 4x6 blocking beneath the HU616 hanger is attached to the roof diaphragm. S-14 1/S400 FHA 3.18.16: The blocking is connected to the roof diaphragm with (26) 16d nails as shown on Section 9/S400. CCI 3.18.16: Response accepted. All roof details, verify how the roof shears are transferred to the top of the shear walls and moment frame. No fasteners, clips, or straps are shown. S-15 S400 FHA 3.18.16: Details 1,2,3,4,5,7 on Sheet 5400 along with Details 2, 3, 5 on Sheet 5501 have been modified to provide positive connection from the roof diaphragm sheathing to the top of the shear walls. CCI 3.18.16: Response accepted. Provide calculations for the moment connections. S-16 7/S501 FHA 3.18.16: Moment calculations have been included. See sheets 123 and 124 of the calculations. Section 7/S501 has been modified. CCI 3.18.16: Response accepted. The wind pressures on the parapets should be higher than the wall pressures. 5-17 Calcs FHA 3.18.16: The calculations have been modified. See sheets 82 and 83 of the calculations. CCI 3.18.16: Response accepted. Provide calculations for the trash enclosure. FHA 3.18.16: Calculations for the trash enclosure are included. See sheet 139 of S-18 5600 the calculations. CCI 3.18.16: Response accepted. Code Consultants International - Copyright 2015, City of Wheat Ridge, 12755 W. 32nd Ave. Page 8 of 16 BUILDING COMMENTS Item # 'Sheet# Tempered glazing is required where specified in IBC section 2406. B-1 A-6001 FHA 3.18.16: Tempered safety glazing has been noted in the areas required. CCI 3.18.16: Response accepted. Doors shall not swing into the clear floor space or clearance for any fixture. ANSI 117.1 section 603.2.3. FHA 3.18.16: The clear floor space for the electrical switches at the doors between the B 2 I-1100 Workroom and Backbar has been modified, so that the doors do not swing into the clear floor space. CCI 3.18.16: Response accepted. Provide accessible toilet room details per ANSI 117.1 section 604. Provide accessibility details at sales counters and self-service stations per ANSI 117.1 sections 902 and 904. I FHA3.18.16: Additional dimensions and notes have been added to the restroom floor B 3 1-4103/ 1-1 plan and 4104 elevations. These dimensions notate the required accessible dimensions for the various fixtures. The clearance and heights for the sales counter and self-service stations are noted on sheet 1-1100. Additional dimensions have been added to detail #2 on sheet 1-2102. CCI 3.18.16: Response accepted. Is this entrance designed for westbound entrance and exit only not allowing eastbound traffic? B-4 C301 FHA 3.18.16: Yes, As determined by City Planning and Engineering. CCI 3.18.16: Response accepted. Verify compliance with the Amendments to the IBC made by the City of Wheat Ridge at: http://www.ci.wheatridg e.co.us/280/Adopted-Codes-Amendments. FHA 3.18.16: We have reviewed the City of Wheat Ridge Amendments and are in B-5 G-0001 compliance with them. CCI 3.18.16: Response accepted. Identify and address encroachment as identified in the ALTA survey. B-6 C201 SDA 3.17.16: Asphalt, trash enclosure, and retaining wall/fence encroachment is incidental and is a common area allowance by the Applewood EC&R agreement. CCI 3.18.16: Response accepted. Has the work being performed on adjacent property been approved by adjacent owner? B-7 C201 SDA 3.17.16: Work is allowed per Applewood EC&R agreement. CCI 3.18.16: Response accepted. Provide maximum spacing for expansion joints as well as the contraction joints. SDA 3.17.16: Joint spacing is provided under the "Concrete Jointing Notes" heading on the B-8 C201 referenced sheet. Regular expansion joints in paving are not recommended within the current ACI -330 "Design Guide for Concrete Parking Lots." CCI 3.18.16: Response accepted. Code Consultants International - Copyright 2015, City of Wheat Ridge, 12755 W. 32nd Ave. Page 9 of 16 Item # Sheet # Is City of Albuquerque Standard a correct call out? B-9 C202 SDA 3.17.16: Note has been appropriately changed to reference the Colorado Department of Transportation. CCI 3.18.16: Response accepted. Provide details on the removal of the retaining wall; i.e. dimensions, increase watershed to adjoining property, handling of stormwater, etc. B-10 C301 SDA 3.17.16: The retaining wall was removed as a part of previous site work. That reference has been removed. CCI 3.18.16: Response accepted. Is a cross easement required for the use of adjoining owners property? B-11 C301 SDA 3.17.16: Work is allowed per Applewood EC&R ag reement. CCI 3.18.16: Response accepted. Is this a shared property entrance that is directing traffic into oncoming drive-thru traffic? B-12 C301 SDA 3.17.16: The Youngfield access point is 'exit' only. Please refer to the Site Plan (sheet C201) for signage and striping so indicative. CCI 3.18.16: Response accepted. On sheet 301 this is identified as an entrance; this indicates an exit. Please clarify. SDA 3.17.16: In this context the title 'entrance' is used ONLY a construction detail B-13 C201 reference. Please see the site plan for signage and striping requirements which define the allowed directions of travel. CCI 3.18.16: Response accepted. Isn't there a 6" Cast Iron water line in this approximate location? Is sewer line sleeved or is separation achieved? SDA 3.17.16: We assume this is relative to the sanitary service crossing within 32nd Avenue (?): If this connection proves to be required then the depth of the sewer main B-14 C502 leads us to anticipate adequate clearance between the lines assuming a standard depth of bury on the water line. Any other situation will necessarily need to be observed and adjudged by field and inspection services upon un -covering of the lines in question. CCI 3.18.16: Response accepted. On general note 2, will these crossings require sleeving? B-15 C501 SDA 3.17.16: A 1.5 -foot clear crossing typically precludes a requirement for sleeving. CCI 3.18.16: Response accepted. On general note 2 Will these crossing(s) require sleeving? B-16 C501 SDA 3.17.16: Redundant comment. Assume in error. CCI 3.18.16: Response accepted, our apologies. Tower has access panel from roof detail 2 that makes it appear there is a floor in the tower area. If this is the case, what is the purpose of room? B-17 A3001 FHA 3.18.16: The tower will have signage, and the access panel is simply to provide access to the space for maintenance of the sig n. CCI 3.18.16: Response accepted. Code Consultants International - Copyright 2015, City of Wheat Ridge, 12755 W. 32nd Ave. Page 10 of 16 Item # Sheet # On several details explain what METH lath is and on detail 3 west wall section explain what cemenet is. FHA 3.18.16: The details throug hout the set have been updated to indicate METAL lath. B 18 A3005 Detail 3 contained a typo, and should read CEMENT. CCI 3.18.16: Response accepted. Fire extinguishers per 2012 IBC 906. FHA 3.18.16: The fire extinguisher is shown on the wall in the workroom by the door B-19 1-1105 between the Backbar and Workroom. CCI 3.18.16: Response accepted. Details 7 & 12 show fasteners into ledger. Please identify type and quantity. FHA 3.18.16: The fasteners on detail #7 have been removed from the detail, as they are B-20 A5003 not shown in the correct location, and the true connection details are shown on the structural plans. Detail #12 has been revised to reflect the true connection details as shown on the structural plans. CCI 3.18.16: Response accepted. Detail 1 is cement paster a real thing or is that simply a typo? FHA 3.18.16: This is a typo, and the title has been changed to CEMENT PLASTER. B-21 A5005 CCI 3.18.16: Response accepted. Code Consultants International - Copyright 2015, City of Wheat Ridge, 12755 W. 32nd Ave. Page 11 of 16 MECHANICAL COMMENTS Item # Sheet# Provide referenced tables and SMACNA'S edition referenced M-1 G-018 FHA 3.18.16: Tables and SMACNA EDITION HAVE BEEN PROVIDED. CCI 3.18.16: Response accepted. Verify parapet wall meets the guard criteria in M304.11 field check. M-2 A3001 FHA 3.18.16: The lowest height of the exterior parapet wall is 4'-71/4", which meets the g uard criteria. This dimension has been added to section 2/A-3002. CCI 3.18.16: Response accepted. Verify ladder details 8 & 9; address all aspects of M306.5. M-3 A5002 FHA 3.18.16: The ladder details have been reviewed for compliance and have been revised accordingly CCI 3.18.16: Response accepted. Openings in a grill louver or screen in other than a residential occupancy shall be greater than 1/4" and less than 1". IMC 401.5 M-4 M100 FHA 3.18.16: Air intake openings in the rooftop unit are compliant. CCI 3.18.16: Response accepted. Provide duct hanger spacing... Ducts shall be supported at intervals not to exceed 12 feet (3658 mm) and shall be in accordance with SMACNA HVACDuct Construction Standards—Metal and Flexible. Flexible and other factory -made ducts shall be supported in accordance with the manufacturer's instructions. IMC M-5 M100 603.10 M-6 M100 FHA 3.18.16: Duct hanger spacing requirements have been added to sheet G-018. CCI 3.18.16: Response accepted. Verify that the amount of supply air is approximately equal to the amount of return and exhaust air. The system to convey ventilation air shall be designed and installed in accordance with Chapter 6. IMC 403.1 FHA 3.18.16: Rooftop units have been provided with power exhaust in order to comply. CCI 3.18.16: Response accepted. Detail 3 has a partial revision cloud with a subset number note... revision/number note not found please clarify. For same detail except as required by Sections 602.2.1.1 through 602.2.1.5, materials within plenums shall be noncombustible or shall be listed and labeled as having a flame spread index of not more than 25 and a smoke -developed index of not more than 50 when tested in accordance M-7 M100 with ASTM E 84 or UL 723 unless exceptions apply. IMC 602.2.1 FHA 3.18.16: Cloud and subset number are for EOR reference. There are no plenums in this project. CCI 3.18.16: Response accepted. Provide COMcheck M-8 FHA 3.18.16: Comcheck is being resubmitted. CCI 3.18.16: Response accepted. Code Consultants International - Copyright 2015, City of Wheat Ridge, 12755 W. 32nd Ave. Page 12 of 16 Item # Sheet # PLUMBING COMMENTS Backflow prevention is required at soda dispensers, ice makers and similar equipment in addition to the domestic and irrigation lines. P-1 FHA 3.18.16: This project does not have a soda dispenser. The ice maker is furnished - with airgap construction from the manufacturer. Backflow preventers are specified for the brewer, espresso machines, and Clover as noted on sheet p200. CCI 3.18.16: Response accepted. Code Consultants International - Copyright 2015, City of Wheat Ridge, 12755 W. 32nd Ave. Page 13 of 16 Item # Sheet # ELECTRICAL COMMENTS Outlets to be GFCI. E-1 15008 FHA 3.18.16: No response. This item may be verified in the field. CCI 3.18.16: Response accepted. Plans need a stamp and signature of a registered electrical engineer. E-2 E001 FHA 3.18.16: This will be provided. CCI 3.18.16: Response accepted. 1 — A lighting compliance certificate is required for interior and exterior lighting. E-3 General FHA 3.18.16: Provided. CCI 3.18.16: Response accepted. Code Consultants International -Copyright 2015, City of Wheat Ridge, 12755 W. 32nd Ave. Page 14 of 16 FUEL GAS COMMENTS Item # Sheet # Show compliance with the 2012 IFGC Chapter 4 sections 402-411. FG -1 P300 FHA 3.18.16: Pipe sizing is designed in accordance with zoLZ.IFCG chapter 4. CCI 3.18.16: Response accepted. Code Consultants International -copyright 2015, City of Wheat Ridge, 12755 W. 32nd Ave. Page 15 of 16 Item # Sheet # ENERGY COMMENTS Envelope Compliance Certificate is 1 -year-old and unsigned. EN -1 I G0002 FHA 3.18.16: The Envelope Compliance Certificate has been updated and signed. CCI 3.18.16: Response accepted. Code Consultants International - Copyright 2015, City of Wheat Ridge, 12755 W. 32nd Ave. Page 16 of 16 (6\ CODE CONSULTANTS I N T E R N A T 1 0 N A L 3190 S Wadsworth Blvd., Suite 220, Lakewood, CO 80227 303.973.7766 Fax 303.973.7766 www.buildingcci.com Building Code Analysis Project: Starbucks Coffee Company 12755 W. 32nd Ave. Permit #201600122 Date: February 18, 2016 Responses: March 18, 2016 Governing Codes and Standards 2012 International Building Code 2012 International Mechanical Code 2012 International Plumbing Code 2012 International Energy Conservation Code 2014 National Electrical Code The plans and specifications submitted have been reviewed for conformance with the building codes of the Codes and Standards listed above. **NOTICE** Accessibility requirements for the disabled have been reviewed in accordance with the provisions of the IBC and its reference to CABO/ANSI At 17.1. Accessibility requirements of the Americans with Disabilities Act of 1991 are not part of this review. Code Consultants International - Copyright 2015, City of Wheat Ridge, 12755 W. 32nd Ave. Page 2 of 16 Project Design Team Code Consultants International - Copyright 2015, City of Wheat Ridge, 12755 W. 32nd Ave. Page 3 of 16 Dallas Palmer 303-267-7257 Owner dpalmer@starbucks.com Freiheit & Ho Architects 5209 Lake Washington Blvd. NE Architect Kirkland, WA 98033 Contact: Tom Spader 425-827-2100 tspader@fhoarch.com Brian Seyferth & Associates Mechanical/Plumbing 5583 South Prince Street Littleton, CO 80120 1303-797-7772 Corey Electrical Engineering 7822 South Wheeling Electrical Court Englewood, CO 80112 Contact:Thom Evert 303-696-1257 Code Consultants International - Copyright 2015, City of Wheat Ridge, 12755 W. 32nd Ave. Page 3 of 16 Description and Assumptions This project is the construction of a new Starbucks restaurant. It will be of type VB construction and is not sprinkled. It will have equipment for making hot drinks, a small retails space, a dining room and a workroom for employees. There are no stoves, ovens, or other heating equipment using an open flame included in this project. The dining room will be handicapped accessible. Code Consultants International - Copyright 2015, City of Wheat Ridge, 12755 W. 32nd Ave. Page 4 of 16 Review Criteria OCCUPANCY CLASS: A-2 USE: Restaurant TYPE OF CONSTRUCTION: VB FIRE SUPPRESSION SYSTEM: None ALLOWED AREA: 5,500 sf PROPOSED AREA: 2,500 sf ALLOWED HEIGHT: 40 ft PROPOSED HEIGHT: 25 ft ALLOWED STORIES: 1 PROPOSED STORIES: 1 This building is notsprinkled. There are not incidental use areas and no fire ratings are required. Code Consultants International - Copyright 2015, City of Wheat Ridge, 12755 W. 32nd Ave. Page 5 of 16 Means Of Egress # of Exits Required 2 Max Travel Distance 200 ft Max Common Path 75 ft Max Dead End Rated Corridor Required 20 ft Yes Occupant Load 64 inside +68 patio Code Consultants International - Copyright 2015, City of Wheat Ridge, 12755 W. 32nd Ave. Page 6 of 16 STRUCTURAL COMMENTS Item # sheet # Concrete design and strength requires verification through testing. Provide test results. S-1 G00.11 FHA 3.18.16: Concrete testing requirements have been included on sheet 5-700. CCI 3.18.16: Response accepted. Drawings shall be stamped and signed by a Colorado licensed Structural Engineer. S-2 FHA 3.18.16: Two sets of stamped drawings are included. CCI 3.18.16: Response accepted. The listed wind speed does not comply with the city's requirements of 105 mph (service loads). S-3 5100 FHA 3.18.16: The wind speed listed in the general notes has been changed to 105 mph (service loads). The structural calculations were done using 105 mph wind speed. CCI 3.18.16: Response accepted. The frost depth listed does not comply with the soils engineer's recommendations of 3- 011. S-4 5100 FHA 3.18.16: The general notes have been changed to reflect the 36" frost depth. All foundation details were drawn with 36" minimum frost depth. CCI 3.18.16: Response accepted. Provide special inspections requirements on drawings. S-5 5100 FHA 3.18.16: Special inspection requirements have been listed on sheet 5-700. CCI 3.18.16: Response accepted. Provide calculations for the light pole base. S-6 5200 FHA 3.18.16: Calculations for the lig ht pole have been included. See sheets 140 - 142 of the structural calculations. CCI 3.18.16: Response accepted. Provide calculations for the moment frame footings. S-7 5200 FHA 3.18.16: Calculations for moment frame footings have been included. See sheet 138 of the structural calculations. CCI 3.18.16: Response accepted. There is not any rebar in the outside face of the foundation wall. Verify ACI requirements have been meet. 4& S-8 5/5201 FHA 3.18.16: Additional rebar has been added to all foundation walls. CCI 3.18.16: Response accepted. Verify if the roofjoists parallel to the parapets are adequate to carry the full snow drift load. S-9 5300 FHA 3.18.16: This has been verified, see sheets 8 - 14 and sheets 43 - 48 of the calculations. CCI 3.18.16: Response accepted. Code Consultants International - Copyright 2015, City of Wheat Ridge, 12755 W. 32nd Ave. Page 7 of 16 Item # Sheet # Provide calculations for the moment connections. FHA 3.18.16: Moment calculations have been included. See sheets 123 and 124 of S-16 7/S501 the calculations. Section 7/5501 has been modified. CCI 3.18.16: Response accepted. The wind pressures on the parapets should be higher than the wall pressures. 5-17 Calcs FHA 3.18.16: The calculations have been modified. See sheets 82 and 83 of the calculations. CCI 3.18.16: Response accepted. Provide calculations for the trash enclosure. FHA 3.18.16: Calculations for the trash enclosure are included. See sheet 139 of S-18 S600 the calculations. CCI 3.18.16: Response accepted. Code Consultants International - Copyright 2015, City of Wheat Ridge, 12755 W. 32nd Ave. Page 8 of 16 The roof joists north of the tower do not match the calculations. S-10 5300 FHA 3.18.16: The calculations have been changed to match the drawings. See sheets 21- 23 of the calculations. CCI 3.18.16: Response accepted. The floor joists in the tower do not match the calculations. FHA 3.18.16: The calculations have been changed to match drawings. See sheets 21- S-11 5300 23 of the calculations. CCI 3.18.16: Response accepted. The loads used to desig n the beam under the north tower wall appear to be smaller than generated loads. S-12 5300 FHA 3.25.16: The W 14x22 beam has been designed for total load of 1236 pounds per foot tapering to 1119 pounds per foot. Reference Risa output. CCI 3.18.16: Response accepted. Verify how the tower roof diaphrag m shears transfer down to the low roof. The south and west walls have large openings. S-13 5300 FHA 3.18.16: See sheets 127 - 129 of the calculations. CCI 3.18.16: Response accepted. Verify how the 4x6 blocking beneath the HU616 hanger is attached to the roof diaphragm. S-14 1/S400 FHA 3.18.16: The blocking is connected to the roof diaphragm with (26) 16d nails as shown on Section 9/S400. CCI 3.18.16: Response accepted. All roof details, verify how the roof shears are transferred to the top of the shear walls and moment frame. No fasteners, clips, or straps are shown. FHA 3.18.16: Details 1,2,3,4,5,7 on Sheet 5400 along with Details 2, 3, 5 on Sheet 5501 5-15 5400 have been modified to provide positive connection from the roof diaphragm sheathing to the top of the shear walls. CCI 3.18.16: Response accepted. Provide calculations for the moment connections. FHA 3.18.16: Moment calculations have been included. See sheets 123 and 124 of S-16 7/S501 the calculations. Section 7/5501 has been modified. CCI 3.18.16: Response accepted. The wind pressures on the parapets should be higher than the wall pressures. 5-17 Calcs FHA 3.18.16: The calculations have been modified. See sheets 82 and 83 of the calculations. CCI 3.18.16: Response accepted. Provide calculations for the trash enclosure. FHA 3.18.16: Calculations for the trash enclosure are included. See sheet 139 of S-18 S600 the calculations. CCI 3.18.16: Response accepted. Code Consultants International - Copyright 2015, City of Wheat Ridge, 12755 W. 32nd Ave. Page 8 of 16 BUILDING COMMENTS Item # Sheet # ' Tempered glazing is required where specified in IBC section 2406. B-1 A-6001 FHA 3.18.16: Tempered safety g lazing has been noted in the areas required. CCI 3.18.16: Response accepted. Doors shall not swing into the clear floor space or clearance for any fixture. ANSI 117.1 section 603.2.3. FHA 3.18.16: The clear floor space for the electrical switches at the doors between the B-2 I-1100 Workroom and Backbar has been modified, so that the doors do not swing into the clear floor space. CCI 3.18.16: Response accepted. Provide accessible toilet room details per ANSI 117.1 section 604. Provide accessibility details at sales counters and self-service stations per ANSI 117.1 sections 902 and 904. FHA 3.18.16: Additional dimensions and notes have been added to the restroom floor B-3 1-4103/1- plan and 4104 elevations. These dimensions notate the required accessible dimensions for the various fixtures. The clearance and heights for the sales counter and self-service stations are noted on sheet 1-1100. Additional dimensions have been added to detail #2 on sheet 1-2102. CCI 3.18.16: Response accepted. Is this entrance designed for westbound entrance and exit only not allowing eastbound traffic? B-4 C301 FHA 3.18.16: Yes, As determined by City Planning and Engineering. CCI 3.18.16: Response accepted. Verify compliance with the Amendments to the IBC made by the City of Wheat Ridge at: http://www.ci.wheatridge.co.us/280/Adopted-Codes-Amendments. B-5 G-0001 FHA 3.18.16: We have reviewed the City of Wheat Ridge Amendments and are in compliance with them. CCI 3.18.16: Response accepted. Identify and address encroachment as identified in the ALTA survey. B-6 C201 SDA3.17.16: Asphalt, trash enclosure, and retaining wall/fence encroachment is incidental and is a common area allowance by the Applewood EC&R agreement. CCI 3.18.16: Response accepted. Has the work being performed on adjacent property been approved by adjacent owner? B-7 C201 SDA 3.17.16: Work is allowed per Applewood EC&R agreement. CCI 3.18.16: Response accepted. Provide maximum spacing for expansion joints as well as the contraction joints. SDA 3.17.16: joint spacing is provided under the "Concrete Jointing Notes" heading on the B-8 C201 referenced sheet. Regular expansion joints in paving are not recommended within the current ACI -330 "Design Guide for Concrete Parking Lots." CCI 3.18.16: Response accepted. Code Consultants International - Copyright 2015, City of Wheat Ridge, 12755 W. 32nd Ave. Page 9 of 16 Item # Sheet # Is City of Albuquerque Standard a correct call out? SDA 3.17.16: Note has been appropriately changed to reference the Colorado B9 C202 Department of Transportation. CCI 3.18.16: Response accepted. Provide details on the removal of the retaining wall; i.e. dimensions, increase watershed to adjoining property, handling of stormwater, etc. B-10 C301 SDA 3.17.16: The retaining wall was removed as a part of previous site work. That reference has been removed. CCI 3.18.16: Response accepted. Is a cross easement required for the use of adjoining owners property? B-11 C301 SDA 3.17.16: Work is allowed per Applewood EC&R ag reement. CCI 3.18.16: Response accepted. Is this a shared property entrance that is directing traffic into oncoming drive-thru traffic? B-12 C301 SDA 3.17.16: The Youngfield access point is 'exit'only. Please refer to the Site Plan (sheet C201) for signage and striping so indicative. CCI 3.18.16: Response accepted. On sheet 301 this is identified as an entrance; this indicates an exit. Please clarify. SDA 3.17.16: In this context the title 'entrance' is used ONLY a construction detail B-13 C201 reference. Please seethe site plan for signage and striping requirements which define the allowed directions of travel. CCI 3.18.16: Response accepted. 4 Isn't there a 6" Cast Iron water line in this approximate location? Is sewer line sleeved or is separation achieved? SDA 3.17.16: We assume this is relative to the sanitary service crossing within 32nd B-14 C502 Avenue (?): If this connection proves to be required then the depth of the sewer main leads us to anticipate adequate clearance between the lines assuming a standard depth of bury on the water line. Any other situation will necessarily need to be observed and adjudged by field and inspection services upon un -covering of the lines in question. CCI 3.18.16: Response accepted. On general note 2, will these crossings require sleeving? B-15 C501 SDA 3.17.16: A 1.5 -foot clear crossing typically precludes a requirement for sleeving. CCI 3.18.16: Response accepted. 1 On general note 2 Will these crossing(s) require sleeving? B-16 C501 SDA 3.17.16: Redundant comment. Assume in error. CCI 3.18.16: Response accepted, our apologies Tower has access panel from roof detail 2 that makes it appear there is a floor in the tower area. If this is the case, what is the purpose of room? B-17 A3001 FHA 3.18.16: The tower will have signage, and the access panel is simply to provide access to the space for maintenance of the sign. CCI 3.18.16: Response accepted. Code Consultants International - Copyright 2015, City of Wheat Ridge, 12755 W. 32nd Ave. Page 10 of 16 Item # Sheet # On several details explain what METH lath is and on detail 3 west wall section explain what cemenet is. FHA 3.18.16: The details throughout the set have been updated to indicate METAL lath. B-18 A3005 Detail contained a typo, and should read CEMENT. CCI 3.18.16: Response accepted. Fire extinguishers per 2012 IBC 906. FHA 3.18.16: The fire extinguisher is shown on the wall in the workroom by the door B-19 1-1105 between the Backbar and Workroom. CCI 3.18.16: Response accepted. Details 7 & 12 show fasteners into ledger. Please identify type and quantity. FHA 3.18.16: The fasteners on detail #7 have been removed from the detail, as they are B-20 A5003 not shown in the correct location, and the true connection details are shown on the structural plans. Detail #12 has been revised to reflect the true connection details as shown on the structural plans. CCI 3.18.16: Response accepted. Detail 1 is cement paster a real thing or is that simply a typo? FHA 3.18.16: This is a typo, and the title has been changed to CEMENT PLASTER. B-21 A5005 CCI 3.18.16: Response accepted. Code Consultants International - Copyright 2015, City of Wheat Ridge, 12755 W. 32nd Ave. Page 11 of 16 Item # Sheet # MECHANICAL COMMENTS Provide referenced tables and SMACNA'S edition referenced M-1 G-018 I FHA 3.18.16: Tables and SMACNA EDITION HAVE BEEN PROVIDED. CCI 3.18.16: Response accepted. 1 Verify parapet wall meets the guard criteria in M304.11 field check. FHA 3.18.16: The lowest height of the exterior parapet wall is 4'-71/4", which meets the guard M-2 A3001 criteria. This dimension has been added to section 2/A-3002. CCI 3.18.16: Response accepted. Verify ladder details 8 & 9; address all aspects of M306.5. M-3 A5002 FHA 3.18.16: The ladder details have been reviewed for compliance and have been revised accordingly CCI 3.18.16: Response accepted. Openings in a grill louver or screen in other than a residential occupancy shall be greater than 1/4" and less than 1". IMC 401.5 M-4 M100 FHA 3.18.16: Air intake openings in the rooftop unit are compliant. CCI 3.18.16: Response accepted. Provide duct hanger spacing... Ducts shall be supported at intervals not to exceed 12 feet (3658 mm) and shall be in accordance with SMACNA HVACDuct Construction Standards—Metal and Flexible. Flexible and other factory -made ducts shall be supported in accordance with the manufacturer's instructions. IMC M-5 M100 603.10 M-6 M100 FHA 3.18.16: Duct hanger spacing requirements have been added to sheet G-018. CCI 3.18.16: Response accepted. Verify that the amount of supply air is approximately equal to the amount of return and exhaust air. The system to convey ventilation air shall be designed and installed in accordance with Chapter 6. IMC 403.1 FHA 3.18.16: Rooftop units have been provided with power exhaust in order to comply CCI 3.18.16: Response accepted. Detail 3 has a partial revision cloud with a subset number note... revision/number note not found please clarify. For same detail except as required by Sections 602.2.1.1 through 602.2.1.5, materials within plenums shall be noncombustible or shall be listed and labeled as having a flame spread index of not more than 25 and a smoke -developed index of not more than 50 when tested in accordance M-7 M100 with ASTM E 84 or UL 723 unless exceptions apply. IMC 602.2.1 FHA 3.18.16: Cloud and subset number are for EOR reference. There are no plenums in this project. CCI 3.18.16: Response accepted. Provide COMcheck M-8 FHA 3.18.16: Comcheck is being resubmitted. CCI 3.18.16: Response accepted. Code Consultants International - Copyright 2015, City of Wheat Ridge, 12755 W. 32nd Ave. Page 12 of 16 Item # Sheet* PLUMBING COMMENTS Backflow prevention is required at soda dispensers, ice makers and similar equipment in addition to the domestic and irrigation lines. P-1 - FHA 3.18.16: This project does not have a soda dispenser. The ice maker is furnished with airgap construction from the manufacturer. Backflow preventers are specified for the brewer, espresso machines, and Clover as noted on sheet p200. CCI 3.18.16: Response accepted. Code Consultants International -Copyright 2015, City of Wheat Ridge, 12755 W. 32nd Ave. Page 13 of 16 ELECTRICAL COMMENTS Item # Sheet # Outlets to be GFCI. E-1 15008 FHA 3.18.16: No response. This item may be verified in the field. CCI 3.18.16: Response accepted. Plans need a stamp and signature of a registered electrical engineer. E-2 E001 FHA 3.18.16: This will be provided. CCI 3.18.16: Response accepted. Alighting compliance certificate is required for interior and exterior lighting. E-3 General FHA 3.18.16: Provided. CCI 3.18.16: Response accepted. Code Consultants International - Copyright 2015, City of Wheat Ridge, 12755 W. 32nd Ave. Page 24 of 16 Item # Sheet* FUEL GAS COMMENTS Show compliance with the 2012 IFGC Chapter 4 sections 402-411. FG -1 P300 FHA 3.18.16: Pipe sizing is designed in accordance with zoLZ.IFCG chapter 4 CCI 3.18.16: Response accepted. Code Consultants International - Copyright 2015, City of Wheat Ridge, 12755 W. 32nd Ave. Page 15 of 16 Item # Sheet # ENERGY COMMENTS Envelope Compliance Certificate is 1 -year-old and unsigned. EN -1 G0002 FHA 3.18.16: The Envelope Compliance Certificate has been updated and signed. CCI 3.18.16: Response accepted. Code Consultants International - Copyright 2015, City of Wheat Ridge, 12755 W. 32nd Ave. Page 16 of 16 (6\ CODE CONSULTANTS I N T E R N A T 1 0 N A L 3190 S Wadsworth Blvd., Suite 220, Lakewood, CO 80227 303.973.7766 Fax 303.973.7766 www.buildingcci.com Building Code Analysis Project: Starbucks Coffee Company 12755 W. 32nd Ave. Permit #201600122 Date: February 18, 2016 Governing Codes and Standards 2012 International Building Code 2012 International Mechanical Code 2012 International Plumbing Code 2012 International Energy Conservation Code 2014 National Electrical Code The plans and specifications submitted have been reviewed for conformance with the building codes of the Codes and Standards listed above. **NOTICE** Accessibility requirements for the disabled have been reviewed in accordance with the provisions of the IBC and its reference to CABO/ANSI Al 17.1. Accessibility requirements of the Americans with Disabilities Act of 1991 are not part of this review. Code Consultants International - Copyright 2015, City of Wheat Ridge, 12755 W. 32nd Ave. Page 2 of 13 Project Design Team Code Consultants International - Copyright 2015, City of Wheat Ridge, 12755 W. 32nd Ave. Page 3 of 13 Dallas Palmer Owner 303-267-7257 dpalmer@starbucks.com Freiheit & H o Architects 5209 Lake Washington Blvd. NE Architect Kirkland, WA 98033 Contact: Tom Spader 425-827-2100 tspader@fhoarch.com Brian Seyferth & Associates Mechanical/Plumbing 5583 South Prince Street Littleton, CO 80120 303-797-7772 Corey Electrical Engineering 7822 South Wheeling Electrical Court Englewood, CO 80112 Contact: Thom Evert 303-696-1257 Code Consultants International - Copyright 2015, City of Wheat Ridge, 12755 W. 32nd Ave. Page 3 of 13 Description and Assumptions This project is the construction of a new Starbucks restaurant. It will be of type VB construction and is not sprinkled. It will have equipment for making hot drinks, a small retails space, a dining room and a workroom for employees. There are no stoves, ovens, or other heating equipment using an open flame included in this project. The dining room will be handicapped accessible. Code Consultants International - Copyright 2015, City of Wheat Ridge, 12755 W. 32nd Ave. Page 4 of 13 Review Criteria OCCUPANCY CLASS: A-2 USE: Restaurant TYPE OF CONSTRUCTION: VB FIRE SUPPRESSION SYSTEM: None ALLOWED AREA: 5,500 sf PROPOSED AREA: 2,500 sf ALLOWED HEIGHT: 40 ft PROPOSED HEIGHT: 25 ft ALLOWED STORIES: 1 PROPOSED STORIES: 1 This building is notsprinkled. There are not incidental use areas and no fire ratings are required. Code Consultants International -Copyright 2015, City of Wheat Ridge, 12755 W. 32nd Ave. Page 5 of 13 Means Of Egress # of Exits Required 2 Max Travel Distance 200 ft Max Common Path 75 ft Max Dead End Rated Corridor Required 20 ft Yes Occupant Load 64 inside +68 patio Code Consultants International - Copyright 2015, City of Wheat Ridge, 12755 W. 32nd Ave. Page 6 of 13 STRUCTURAL COMMENTS Item # Sheet # S -1G00.11 Concrete design and strength requires verification through testing. Provide test results. S-2 Drawings shall be stamped and signed by a Colorado licensed Structural Engineer. The listed wind speed does not comply with the city's requirements of 105 mph (service S-3 5100 loads). The frost depth listed does not comply with the soils engineer's recommendations of 3'- S-4 5100 0". S-5 5100 Provide special inspections requirements on drawings. 5-6 5200 Provide calculations for the light pole base. 5-7 5200 Provide calculations for the moment frame footings. 4 & There is not any rebar in the outside face of the foundation wall. Verify ACI S 8 5/5201 requirements have been meet. Verify if the roof joists parallel to the parapets are adequate to carry the full snow drift S-9 5300 load. The roof joists north of the tower do not match the calculations. 5-10 5300 5-11 5300 The floor joists in the tower do not match the calculations. The loads used to desig n the beam under the north tower wall appear to be smaller 5-12 5300 than generated loads. Verify howthe tower roof diaphragm shears transfer down to the low roof. The south 5-13 5300 and west walls have large openings. Verify how the 4x6 blocking beneath the HU616 hanger is attached to the roof 5-14 1/5400 diaphragm. All roof details, verify how the roof shears are transferred to the top of the shear walls 5-15 5400 and moment frame. No fasteners, clips, or straps are shown. 5-16 7/5501 Provide calculations for the moment connections. 5-17 Calcs The wind pressures on the parapets should be higher than the wall pressures. 5-18 5600 Provide calculations for the trash enclosure. Code Consultants International - Copyright 2015, City of Wheat Ridge, 12755 W. 32nd Ave. Page 7 of 13 BUILDING COMMENTS Item # Sheet # B-1 A-6001 Tempered glazing is required where specified in IBC section 2406. B-2 I-1100 Doors shall not swing into the clear floor space or clearance for any fixture. ANSI 117.1 section 603.2.3. Provide accessible toilet room details per ANSI 117.1 section 604. I-4103/ I B-3 4104 Provide accessibility details at sales counters and self-service stations per ANSI 117.1 sections 902 and 904. Is this entrance designed for westbound entrance and exit only not allowing eastbound B-4 C301 traffic? B-5 G-0001 Verify compliance with the Amendments to the IBC made by the City of Wheat Ridge at: http://www.ci.wheatridge.co.us/280/Adopted-Codes-Amendments. B-6 C201 Identify and address encroachment as identified in the ALTA survey. B-7 C201 Has the work being performed on adjacent property been approved by adjacent owner? B-8 C201 Provide maximum spacing for expansion joints as well as the contraction joints. B-9 C202 Is City of Albuquerque Standard a correct call out? B-10 C301 Provide details on the removal of the retaining wall; i.e. dimensions, increase watershed to adjoining property, handling of stormwater, etc. B-11 C301 Is a cross easement required for the use of adjoining owners property? B-12 C301 Is this a shared property entrance that is directing traffic into oncoming drive-thru traffic? B-13 C201 On sheet 301 this is identified as an entrance; this indicates an exit. Please clarify. B-14 C502 Isn't there a 6" Cast Iron water line in this approximate location? Is sewer line sleeved or is separation achieved? B-15 C501 On general note 2, will these crossings require sleeving? B-16 C501 On general note 2 Will these crossing(s) require sleeving? B-17 A3001 Tower has access panel from roof detail 2 that makes it appear there is a floor in the tower area. If this is the case, what is the purpose of room? B-18 A3005 On several details explain what METH lath is and on detail 3 west wall section explain what cemenet is. B-19 I-1105 Fire extinguishers per 2012 IBC 906. B-20 A5003 Details 7 & 12 show fasteners into ledger. Please identify type and quantity. Detail 1 is cement paster a real thing or is that simply a typo? B-21 A5005 Code Consultants International - Copyright 2015, City of Wheat Ridge, 12755 W. 32nd Ave. Page 8 of 13 MECHANICAL COMMENTS Item # Sheet* M-1 G-018 Provide referenced tables and SMACNA'S edition referenced M-2 A3001 Verify parapetwall meets the guard criteria in M304.11 field check. M-3 A5002 Verify ladder details 8 & 9; address all aspects of M306.5. Openings in a grill louver or screen in other than a residential occupancy shall be M-4 M100 greaterthan 1/4" and less than 1".IMC 401.5 Provide duct hanger spacing... Ducts shall be supported at intervals not to exceed 12 feet (3658 mm) and shall be in accordance with SMACNA HVACDuct Construction Standards M-5 M100 —Metal and Flexible. Flexible and other factory -made ducts shall be supported in accordance with the manufacturer's instructions. IMC 603.10 Verify that the amount of supply air is approximately equal to the amount of return and M-6 M100 exhaust air. The system to convey ventilation air shall be designed and installed in accordance with Chapter 6. IMC 403.1 Detail 3 has a partial revision cloud with a subset number note... revision/number note not found please clarify. For same detail except as required by Sections 602.2.1.1 through 602.2.1.5, materials within plenums shall be noncombustible or shall be listed M-7 M100 and labeled as having a flame spread index of not more than 25 and a smoke - developed index of not more than 50 when tested in accordance with ASTM E 84 or UL 723 unless exceptions apply. IMC 602.2.1 M-8 Provide COMcheck Code Consultants International - Copyright 2015, City of Wheat Ridge, 12755 W. 32nd Ave. Page 9 of 13 PLUMBING COMMENTS Item # Sheet # P-1 Backflow prevention is required at soda dispensers, ice makers and similar equipment - in addition to the domestic and irrigation lines. Code Consultants International - Copyright 2015, City of Wheat Ridge, 12755 W. 32nd Ave. Page 10 of 13 ELECTRICAL COMMENTS Item # Sheet # E-1 15008 Outlets to be G FCI. E-2 E001 Plans need a stamp and signature of a registered electrical engineer. E-3 General A lighting compliance certificate is required for interior and exterior lighting. Code Consultants International - Copyright 2015, City of Wheat Ridge, 12755 W. 32nd Ave. Page 11 of 13 FUEL GAS COMMENTS Item # Sheet # FG -1 P300 Show compliance with the 2012 IFGC Chapter 4 sections 402-411. Code Consultants International -Copyright 2015, City of Wheat Ridge, 12755 W. 32nd Ave. Page 12 of 13 ENERGY COMMENTS Item # Sheet # EN -1 G0002 Envelope Compliance Certificate is 1 -year-old and unsigned. Code Consultants International -Copyright 2015, City of Wheat Ridge, 12755 W. 32nd Ave. Page 13 of 13 City of AWheat�dge PUBLIC WORKS City of Wheat Ridge Municipal Building 7500 W. 29`h Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 PUBLIC WORKS DEVELOPMENT REVIEW FEES Date: 02-161 Zolly Location of Construction: 12756 GJ. 32 -Alb Purpose of Construction: /UEc-r,) ST,4— 8 y c,e_S Single Family Commercial �� Multi -Family Development Review Processing Fee: ..................................... .......... (Required of all projects for document processing) $100.00 $ ! e a • oa Single Family Residence/Duplex Review Fee: ..................................... $50.00 $ Commercial/Multi-Familv Review Fees: (Fees include reviews of the I' and 2" submittals) • Review of existing or minimal technical documents: ........................ $200.00 $ • Initial review' of technical civil engineering documents: ................ $600.00 $ (n DO.Ob • Traffic Impact Study Review Fee: .................................................... $600.00 $ (1 D 0. 00 • Trip Generation Study Review Fee: .................................................. $200.00 $ • Stormwater Management Plan (SWMP) Review Fee: ....................... $100.00 $ l DD • D D • O & M Schedule Review & SMA Recording Fee ............................. $100.00 $ ! dD .60 ' Each Application will be reviewed by staff once and returned for changes. If after review of the second submittal changes have not been made to the civil documents or the Traffic Study as requested by staff, further reviews of the Application will be subject to the following Resubmittal Fees: • Resubmittal Fees: 3rd submittal (%z initial review fee): .................................................... $300.00 $ _306-D6 4'h submittal (full initial review fee): .......................................... ...... $600.00 $ All subsequent submittals: ................................................................. $600.00 $ (Full initial review fee) TOTAL REVIEW FEES (due at time of Building Permit issuance): 1 8 O O. 00 PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE ADDITIONAL LICENSING AND PERMITTING FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS WITHIN PUBLIC RIGHT-OF-WAY. www.ci.wheatridge.co.us Rev 06/13 City of' V Y hcat 1d�-TC PUISI IC VV0RKS City of Wheat Ridge Municipal Building 7500 W. 29h Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED: 02_ ADDRESS: !V, 32."'aAv&,quF Dear Contractor: In conjunction with the approval of the building permit application for the above referenced address, this letter is to inform you that all existing public improvements located along the frontage of said address shall be restored, (if damaged from related construction) to an acceptable condition, as determined by City of Wheat Ridge Public Works Department, and prior to the issuance of a Certificate of Occupancy. Prior to any construction commencing, the City's representative will conduct an onsite inspection to determine the existing condition(s) of the public improvements at this address. If you have any questions, please contact me at 303.235.2864 Sincerely, David F. Brossman, P.L.S. Development Review Engineer CC: File www.ci.wheatridge.co.us Rev 2108 l itv of `1V heat is Igc CITY OF WHEAT RIDGE BUILDING AND INSPECTION SERVICES DIVISION 7500 W 29th Ave Wheat Ridge, CO 80033-8001 p. 303.235.2855._f 303.237.8929 Proof of Submission for Permitting/Plan Review A copy of this form must be completed by each agency indicated on the Permit Submittal Checklist for the project type and be attached to the Building Permit Application at the time of submission. Applications presented for submission without a completed Proof of Submission form from a required agency will not be accepted or processed. Date: i I 1,9 I Ziila Project Address: 17-155- w jZ„,;l A c . WLIe., 4 'IZ,,d c I & goO33 Name of Firm/Individual submitting documents: Project Type/Description: &ru:�- -'Nr C(nvx *t^'� (6Frr-e sLvp Signature of Firm Representative or Individual: eve*19-47- DO NOT WRITE BELOW THIS POINT - FOR AGENCY USE ONLY I, j �� i P ��� ✓�l , am a duly authorized representative of the agency indicated below and do, by my signature below, hereby acknowledge receipt of documents necessary for review and approval of the project indicated above. Agency represented: (Please check one) o Wheat Ridge Fire Protection o Arvada Fire Protection o Wheat Ridge Water District o Consolidated Mutual Water District o Valley Water District o Denver Water Agency Notes: o Wheat Ridge Sanitation District o Clear Creek Sanitation District o Fruitdale Sanitation District o Westridge Sanitation District / o Other �l 'C'c� FLgc, f �a.162 J Date: I • �- % ��, (i d -P” F, 2012 IECC COMcheck Software Version 3.9.4 Mechanical Compliance Certificate Section 1: Project Information Project Type: New Construction Project Title : Starbucks Construction Site: Owner/Agent: 3210 Youngfield St. Wheat Ridge, CO 80033 Additional Efficiency Package: Unspecified Section 2: General Information Building Location (for weather data): Wheat Ridge, Colorado Climate Zone: 5b Section 3: Mechanical Systems List Quantity System Type & Description Designer/Contractor: Brian Seyferth Brian Seyferth & Associates 5583 S. Prince St. Littleton, CO 80120 HVAC System 1 (Single Zone) : Heating: 1 each - Duct Furnace, Gas, Capacity = 200 kBtu/h Proposed Efficiency = 80.00% Ec, Required Efficiency = 80.00% Ec Cooling: 1 each - Single Package DX Unit, Capacity = 84 kBtu/h, Air -Cooled Condenser, Air Economizer Proposed Efficiency = 12.50 EER, Required Efficiency = 11.00 EER Fan System: FAN SYSTEM 1 1 RTU -1 -- Compliance (Motor nameplate HP method) : Passes Fans: FAN 1 Supply, Constant Volume, 3500 CFM, 3.8 motor nameplate hp HVAC System 2 (Single Zone) : Heating: 1 each - Duct Furnace, Gas, Capacity = 250 kBtu/h Proposed Efficiency = 80.00% Ec, Required Efficiency = 80.00% Ec Cooling: 1 each - Single Package DX Unit, Capacity = 99 kBtu/h, Air -Cooled Condenser, Air Economizer Proposed Efficiency = 12.50 EER, Required Efficiency = 11.00 EER Fan System: FAN SYSTEM 2 1 RTU -1 -- Compliance (Motor nameplate HP method) : Passes Fans: FAN 2 Supply, Constant Volume, 4000 CFM, 3.8 motor nameplate hp Water Heater 1: Gas Storage Water Heater, Capacity: 60 gallons, Input Rating: 120 Btu/h Proposed Efficiency: 95.00 % Et, Required Efficiency: 80.00 % Et Section 5: Compliance Statement Compliance Statement: The proposed mechanical design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed mechanical systems have been designed to meet the 2012 IECC requirements in COMcheck Version 3.9.4 and to comply with the mandatory requirements in the Requirements Checklist. Name Sigrie ure Date Section 6: Post Construction Compliance Statement Project Title: Starbucks Report date: 02/03/15 Data filename: Untitled.cck Page 1 of 2 �❑ HVAC record drawings of the actual installation and performance data for each equipment provided to the owner within 90 days after system acceptance. ❑ HVAC O&M documents for all mechanical equipment and system provided to the owner within 90 days after system acceptance. ❑ Written HVAC balancing report provided to the owner. The above post construction requirements have been completed. Principal Mechanical Designer -Name Signature Date Project Title: Starbucks Report date: 02/03/15 Data filename: Untitled.cck Page 2 of 2 COMcheck Software Version 3.9.4 Inspection Checklist Energy Code: 2012 IECC Requirements: 0.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. 1 High Impact (Tier 1) 1 2 1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Starbucks Report date: 02/03/1 Data Untitled.cck Page 1 of 8 Comments/Assumptions C103.2 Plans, specifications, and/or E)Complies [PR2)1 calculations provide all information ODoes Not with which compliance can be ❑Not Observable determined for the mechanical !ONot Applicable systems and equipment and document where exceptions to the 'standard are claimed. Load calculations per acceptable ,engineering standards and ;handbooks. C103.2 Plans, specifications, and/or IDComplies [PR3]1 calculations provide all information ODoes Not with which compliance can be IONot Observable determined for the service water ONot Applicable heating systems and equipment and document where exceptions to the standard are claimed. Hot water system sized per manufacturer's sizing guide. Additional Comments/Assumptions: 111 High Impact (Tier 1) 1 2 1 Medium Impact (Tier 2) 1 3 1 Low Impact (Tier3) Project Starbucks Report date: 02/03/1 Data Untitled.cck Page 2 of 8 Footing/ Foundation Inspection I Complies? I Comments/Assumptions rF 3.2.4. Freeze protection and snow/ice ❑Complies melting system sensors for future ❑Does Not ]3 connection to controls. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Starbucks Report date: 02/03/1 Data Untitled.cck Page 3 of 8 012 IECCI Plumbing Rough -In Inspection Complies? I Comments/Assumptions C404.3 Temperature controls installed on ❑Complies See the Mechanical Systems list for values for Water Heater 1. [PL5]3 service water heating systems (110 °F ❑Does Not for dwelling units and lavatories in ❑Not Observable public restrooms and 90 °F for other I❑Not Applicable occupancies.) C404.2 Heat traps installed on non-circulating❑Complies ;See the Mechanical Systems list for values for Water Heater 1. [PL4]3 storage water tanks. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Starbucks Report date: 02/03/1 Data Untitled.cck Page 4 of 8 Section Mechanical Rough -In # Inspection g & Req.ID Plans Verified Value Field Verified Value Complies? Comments/Assumptions __— C403.2.3 HVAC equipment efficiency Efficiency: Efficiency: ❑Complies See the Mechanical Systems list [ME55]2 verified. ❑Does Not for values. I❑Not Observable ONot Applicable 0403.2.5. Demand control ventilation ❑Complies 1 provided for spaces >500 ft2 and ❑Does Not [ME59]1 >25 people/1000 ft2 occupant ❑Not Observable density and served by systems ❑Not Applicable with air side economizer, auto :modulating outside air damper control, or design airflow >3,000 cfm. C403.2.7 ' HVAC ducts and plenums R- R- ❑Complies [ME60]2 insulated. Where ducts or ❑Does Not plenums are installed in or under ❑Not Observable a slab, verification may need to j❑Not Applicable occur during Foundation Inspection. C403.2.8 ',Thermally ineffective panel ❑Complies [ME41]3 "surfaces of sensible heating ❑Does Not :panels have insulation >= R-3.5. ❑Not Observable ❑Not Applicable C403.2.7 Ducts and plenums sealed based i ❑Complies [ME10]2 on static pressure and location. ❑Does Not ❑Not Observable ❑Not Applicable C403.2.7. Ductwork operating >3 in. water ❑Complies See the Mechanical Systems list for values for HVAC System 1. ❑Does 1.3 :column requires air leakage Not [ME11]3 ;testing. ❑Not Observable ❑Not Applicable C403.2.7. Ductwork operating >3 in. water '❑Complies See the Mechanical Systems list for values for HVAC System 2. ❑Does 1.3 column requires air leakage Not [ME11]3 testing. ❑Not Observable ❑Not Applicable C403.3.1, ;Air economizers provided where ❑Complies ;See the Mechanical Systems list C403.3.1. ;required, meet the requirements ❑Does Not for values for HVAC System 1. 1 jfor design capacity, control ❑Not Observable [ME62]1 (signal, ventilation controls, high- ❑Not Applicable limit shut-off, integrated economizer control, and provide a means to relieve excess outside air during operation. C403.3.1, 'Air economizers provided where ❑Complies See the Mechanical Systems list C403.3.1, required, meet the requirements ❑Does Not for values for HVAC System 2. 1 ;for design capacity, control ❑Not Observable [ME62]1 (signal, ventilation controls, high- ❑Not Applicable limit shut-off, integrated economizer control, and provide a means to relieve excess outside air during operation. C408.2.2. Air outlets and zone terminal ❑Complies 1 devices have means for air ❑Does Not [ME53]3 balancing. ❑Not Observable ❑Not Applicable C403.4.2 ' VAV fan motors >=7.5 hp to be ❑ VSD ❑ VSD ❑Complies See the Mechanical Systems list [ME66]2 driven by variable speed drive, ❑ Vane axial ❑ Vane axial ❑Does Not for values for HVAC System 1. have a vane -axial fan with fan fan I❑Not Observable ;variable pitch blades, or have ❑ Other ❑ Other ❑Not Applicable controls to limit fan motor demand. 11 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Starbucks Report date: 02/03/1 Data Untitled.cck Page 5 of 8 section # Mechanical Rough -in Plans Verified Field Verified Complies? Comments/Assumptions & Req .ID Inspectiong Value Value 0403.4.2 _ VAV fan motors >=7.5 hp to be ❑ VSD ❑ VSD j❑Complies See the Mechanical Systems list [ME66]2 driven by variable speed drive, ❑ Vane axial ❑ Vane axial ❑Does Not for values for HVAC System 2. have a vane -axial fan with fan fan ❑Not Observable ;variable pitch blades, or have ❑ Other E]Other ❑Not Applicable controls to limit fan motor demand. C403.4.2 VAV fan motors >=7.5 hp to be 10 VSD ❑ VSD ❑Complies See the Mechanical Systems list [ME66]2 driven by variable speed drive, ❑ vane axial I ❑ Vane axial ❑Does Not for values for water Heater 1. have a vane -axial fan with fan fan Observable variable pitch blades, or have E] Other E-]Other❑Not ❑Not Applicable controls to limit fan motor demand. C403.2.6 Exhaust air energy recovery on ❑Complies [ME57]1 systems meeting Table C403.2.6 ❑Does Not ❑Not Observable ❑Not Applicable C403.2.11 Unenclosed spaces that are ❑Complies [ME71]2 heated use only radiant heat. ❑Does Not ❑Not Observable ❑Not Applicable C403.4.7 ' Hot gas bypass limited to: <=240 ❑Complies See the Mechanical Systems list [ME35]1 kBtu/h - 50% >240 kBtu/h - 25% ❑Does Not for values for HVAC System 1. ❑Not Observable ❑Not Applicable C403.4.7 Hot gas bypass limited to: <=240 ❑Complies See the Mechanical Systems list [ME35]1 kBtu/h - 50% >240 kBtu/h - 25% ❑Does Not for values for HVAC System 2. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 111 High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) j Project Starbucks Report date: 02/03/1 Data Untitled.cck Page 6 of 8 2012IECC Final InspectionComplies? Comments/Assumptions C403.2.4. Heating and cooling to each zone is ❑Complies See the Mechanical Systems list for values for HVAC System 1. 2 controlled by a thermostat control. ❑Does Not [FI47]3 Minimum one humidity control device❑Not Observable per installed humidification/dehumidification ❑Not Applicable system. C403.2.4. Heating and cooling to each zone is ;❑Complies See the Mechanical Systems list for values for HVAC System 2. 2 controlled by a thermostat control, ❑Does Not [F[47]3 Minimum one humidity control device (❑Not Observable per installed ❑Not Applicable humidification/dehumidification j system. C403.2.4. ;Thermostatic controls have a 5 °F DComplies 2 deadband. ❑Does Not [FI38]3 ❑Not Observable ❑Not Applicable C403.2.4. ;Temperature controls have setpoint❑Complies 2 overlap restrictions. ❑Does Not [F120]3 ❑Not Observable', ❑Not Applicable C403.2.4. Each zone equipped with setback ❑Complies 3 controls using automatic time clock or ',❑Does Not [FI39]3 j programmable control system. jONot Observable j❑Not Applicable C403.2.4. (Automatic Controls: Setback to 55°F ❑Complies 3 (heat) and 85°F (cool); 7 -day clock, 2- !:hour ❑Does Not [F140]3 j hour occupant override, 10 -hour ❑Not Observable ;backup❑Not Applicable C403.2.4. Systems include optimum start ❑Complies See the Mechanical Systems list for values for HVAC System 1. 3.3 1 controls. ❑Does Not [FI41]3 ❑Not Observable', El Not Applicable C403.2.4. Systems include optimum start❑Complies See the Mechanical Systems list for values for HVAC System 2. 3.3 controls. 'ODoes Not [FI41]3 ❑Not Observable'I ❑Not Applicable C408.2.5. Furnished HVAC as -built drawings ❑Complies 1 submitted within 90 days of system ❑Does Not [FI7]3 j acceptance. ❑Not Observable ❑Not Applicable C303.3,C41 Furnished O&M manuals for HVAC ❑Complies 08.2.5.2 ;systems within 90 days of system ❑Does Not [FI8]3 ;acceptance.❑Not Observable ❑Not Applicable C408.2.5. An air and/or hydronic system ;❑Complies 3 balancing report is provided for HVAC !❑Does Not [FI43]1 systems. (❑Not Observable ❑Not Applicable C408.2.3. HVAC control systems have been ;❑Complies 2 tested to ensure proper operation, ❑Does Not [FI10]1 calibration and adjustment of controls.❑Not Observable jONot Applicable 111 High Impact (Tier 1) 2 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Starbucks Report date: 02/03/1 Data Untitled.cck Page 7 of 8 20121ECC 2012 IETCC Final Inspection Final Inspection Complies? Comments/Assumptions C404.3 , Public lavatory faucet water ___L_ ❑Complies See the Mechanical Systems list for values for Water Heater 1. [Fill]' temperature <=110°F. ❑Does Not ❑Not Observable ❑Not Applicable C404.5 First 8 ft of outlet piping is insulated ❑Complies ;See the Mechanical Systems list for values for Water Heater 1. [F145]1 ❑Does Not ❑Not Observable! ❑Not Applicable C403.2.2 HVAC systems and equipment ❑Complies [F127]' capacity does not exceed calculated ❑Does Not loads. ❑Not Observable ❑Not Applicable C408.2.1 Commissioning plan developed by ;❑Complies [FI28]1 registered design professional or -]Does Not approved agency. ❑Not Observable ❑Not Applicable C408.2.4 Preliminary commissioning report 1EIComplies [F129]1 completed and certified by registered❑Does Not design professional or approved ❑Not Observable agency. ❑Not Applicable C408.2.5. Final commissioning report due to ❑Complies 4 building owner within 90 days of ❑Does Not [F130]1 receipt of certificate of occupancy.❑Not Observable j❑Not Applicable C408.2.3. HVAC equipment has been tested to ❑Complies 1 ensure proper operation. ❑Does Not [F131]1 I❑Not Observable ❑Not Applicable C408.2.3. Economizers have been tested to ❑Complies 3 ensure proper operation. ❑Does Not [F132]1 I❑Not Observable El Not Applicable Additional Comments/Assumptions: 111 High Impact (Tier 1) 2 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Starbucks Report 02/03/15 Data Untitled.cck Page 8 of 8 Sterling Design Associates, Ilc CIVIL ENGINEERS - LANDSCAPE ARCHITECTS Date: 02/24/2016 To: Tom Spader, FHA From: Wayne Sterling RE: 12755 W. 32nd Ave. — I st Building Review, Civil Comment Responses B-6 C201 Identify and address encroachment as identified in the ALTA survey. Asphalt, trash enclosure, and retaining wall/fence encroachment is incidental and is a common area allowance by the Applewood EC&R agreement. B-7 C201 Has the work being performed on adjacent property been approved by adjacent owner? Work is allowed per Applewood EC&R agreement. B-8 C201 Provide maximum spacing for expansion joints as well as the contraction joints. Joint spacing is provided under the "Concrete Jointing Notes" heading on the referenced sheet. Regular expansion joints in paving are not recommended within the current ACI -330 "Design Guide for Concrete Parking Lots." B-9 C202 Is City of Albuquerque Standard a correct call out? Note has been appropriately changed to reference the Colorado Department of Transportation. B-10 C301 Provide details on the removal of the retaining wall; i.e. dimensions, increase watershed to adjoining property, handling of stormwater, etc. The retaining wall was removed as a part of previous site work. That reference has been removed. B-1 1 C301 Is a cross easement required for the use of adjoining owners property? Work is allowed per Applewood EC&R agreement. B-12 C301 Is this a shared property entrance that is directing traffic into oncoming drive —thru traffic? The Youngfield access point is 'exit' only. Please refer to the Site Plan (sheet C201) for signage and striping so indicative. B-13 C201 On sheet 301 this is identified as an entrance; this indicates an exit. Please clarify. In this context the title 'entrance' is used ONLY a construction detail reference. Please see the site plan for signage and striping requirements which define the allowed directions of travel. B-14 C502 Isn't there a 6" Cast Iron water line in this approximate location? Is sewer line sleeved or is separation achieved? We assume this is relative to the sanitary service crossing within 32"d Avenue (?): If this connection proves to be required then the depth of the sewer main leads us to anticipate adequate clearance between the lines assuming a standard depth of bury on the water line. Any other situation will necessarily need to be observed and adjudged by field and inspection services upon un -covering of the lines in question. B-15 C501 On general note 2, will these crossings require sleeving? A 1.5 -foot clear crossing typically precludes a requirement for sleeving. B-16 C501 On general note 2 Will these crossing (s) require sleeving ? Redundant comment. Assume in error. Jay M. Newell, PE Wayne T. Sterling, RLA, LEED AP 2009 W. Littleton Blvd. #300 Littleton, CO 80120 303.794.4727 ph www.SterlingDesignAssociates.com 6 COMcheck Software Version 4.0.2.2 �(l Interior Lighting Compliance Certificate Project Information Energy Code: 2012 IECC Project Title: Starbucks Project Type: New Construction Construction Site: Owner/Agent: Designer/Contractor: 3210 Youngfield Street' Thomas Evert Wheat Ridge, CO 80033 Corey Electrical Engineering 7822 S. Wheeling Ct. Additional Efficiency Package Suite B Englewood, CO 80112 303-696-1257 High efficiency HVAC. Systems that do not meet the performance requirement will be identified in the mechanical requirements checklist report. Allowed Interior Lighting Power A Area Category B C D Floor Area Allowed Allowed Watts (ft2) Wafts / ft2 (B X C) 1 -Dining: cafeteria/fast food 2330 1 .39 3262 Total Allowed Watts = 3262 Proposed Interior Lighting Power A B C D E Fixture ID: Description / Lamp / Wattage Per Lamp / Ballast Lamps/ # of Fixture (C X D) Fixture Fixtures Waft. 1 -Dining: cafeteria/fast food LED 1: x7002: cylinder down light: Other: 1 20 15 292 Compact Fluorescent 1: 14360: pendant: Quad 2 -pin 16W: Electronic: 1 1 15 15 Incandescent 1: 14363: pendant: Incandescent 30W: 1 27 30 810 LED 2: 12907: down light: Other: 1 8 10 84 LED 3: 13827: down light: Other: 1 22 15 321 Incandescent 2: x7003: down light wall wash: Incandescent 40W: 1 2 40 80 Incandescent 3: x7000: sconce: Incandescent 30W: 2 2 60 120 Incandescent 4: x7001: gooseneck sconce: Incandescent 50W: 1 4 50 200 LED 4: 14410: soffit rope led in feet: Other: 1 100 2 150 LED 5: 14410: under cabinet led in feet: Other: 1 18 2 27 Track lighting 1: 12946, 11443: track/heads: Wattage based on current limiting device capacity 0 0 21 21 Track lighting 2: 12934,13935,12956: track/heads: Wattage based on current limiting device 0 0 91 91 capacity Linear Fluorescent 1: 11404: 2x4 troffer: 48" T8 28W (Super T8): Electronic: 3 8 84 672 Total Proposed Watts = 2883 Project Title: Starbucks Report date: 02/23/16 Data filename: F:\DATA\ACRD\15 Archives\15000 - 15099\15057 Starbucks 32nd & Youngfield\Design\IECC- Page 1 of 9 Comcheck\15057 Comcheck 2012 rev.cck Interior Lighting Compliance Statement Compliance Statement: The proposed interior lighting design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed interior lighting systems have been designed to meet the 2012 IECC requirements in COMcheck Version 4.0.2.2 and to comply with the mandatory requirements listed in the Inspection Checklist. Thomas Evert - Project Engineer :?"�7;�2-23-2016 Name - Title Signature Date Project Title: Starbucks Report date: 02/23/16 Data filename: F:\DATA\ACAD\15 Archives\15000 - 15099\15057 Starbucks 32nd & Youngfield\Design\IECC- Page 2 of 9 Comcheck\15057 Comcheck 2012 rev.cck COMcheck Software Version 4.0.2.2 Exterior Lighting Compliance Certificate Project Information Energy Code: Project Title: Project Type: Exterior Lighting Zone Construction Site: 3210 Youngfield Street' Wheat Ridge, CO 80033 Allowed Exterior Lighting Power A Area/Surface Category 2012 IECC Starbucks New Construction 2 (Neighborhood business district) Owner/Agent: B Quantity Designer/Contractor: Thomas Evert Corey Electrical Engineering 7822 S. Wheeling Ct. Suite B Englewood, CO 80112 303-696-1257 C D E Allowed Tradable Allowed Watts Watts / Unit Wattage (B X C) parking lot (Parking area) 13096 ft2 main entrance (Entry canopy) 108 ft2 Drive thru (Drive -up windows/doors) 64 windows main entrance (Main entry) 6 ft of door west door (Other door (not main entry)) 3 ft of door facades (Illuminated length of facade wall or surface) 11 ft patio (Special feature area) 443 ft2 0.06 0.25 400 20 20 2.5 0.14 Yes Yes No Yes Yes No Yes 786 27 25600 120 60 28 62 Total Tradable Watts (a) = 1055 Total Allowed Watts = 26682 Total Allowed Supplemental Watts (b) = 600 (a) Wattage tradeoffs are only allowed between tradable areas/surfaces. (b) A supplemental allowance equal to 600 watts may be applied toward compliance of both non -tradable and tradable areas/surfaces. Proposed Exterior Lighting Power A B C D E Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast Lamps/ # of Fixture (C X D) Fixture Fixtures Watt. parking lot ( Parking area 13096 ft2): Tradable Wattage HID 1: pole fixtures: Metal Halide: Standard: 1 5 250 1250 main entrance ( Entry canopy 108 ft2): Tradable Wattage LED 2: x7007: downlight: Other: 1 4 15 58 Drive thru ( Drive -up windows/doors 64 windows or doors): Non -tradable Wattage LED 3: x7007: downlight: Other: 1 3 15 44 main entrance ( Main entry 6 ft of door width): Tradable Wattage LED 1: 14355: sconce: LED MR 6W: 1 2 5 10 west door ( Other door (not main entry) 3 ft of door width): Tradable Wattage LED 4:14355: sconce: LED MR 6W: 1 1 5 5 Project Title: Starbucks Report date: 02/23/16 Data filename: F:\DATA\ACAD\15 Archives\15000 - 15099\15057 Starbucks 32nd & Youngfield\Design\IECC- Page 3 of 9 Comcheck\15057 Comcheck 2012 rev.cck A B C D E Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast Lamps/ # of Fixture (C X D) Fixture Fixtures Watt. facades ( Illuminated length of facade wall or surface 11 ft): Non -tradable Wattage LED 5:14366: sconce: LED MR 6W: 1 4 5 20 patio ( Special feature area 443 ft2): Tradable Wattage LED 6: 11309: string lights: Other: 1 5 21 105 Total Tradable Proposed Watts = 1428 Exterior Lighting Compliance Statement Compliance Statement: The proposed exterior lighting design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed exterior lighting systems have been designed to meet the 2012 IECC requirements in COMcheck Version 4.0.2.2 and to comply with the mandatory requirements listed in the Inspection Checklist. �LlThomas Evert - Project Engineer :�"2-23-2016 Name - Title Signature Date Project Title: Starbucks Report date: 02/23/16 Data filename: F:\DATA\ACAD\15 Archives\15000 - 15099\15057 Starbucks 32nd & Youngfield\Design\IECC- Page 4 of 9 Comcheck\15057 Comcheck 2012 rev.cck COMcheck Software Version 4.0.2.2 Inspection Checklist Energy Code: 2012 IECC Requirements: 77.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section # Plan Review Complies? Comments/Assumptions & Re .ID C103.2 :Plans, specifications, and/or ;❑Complies :Requirement will be met. [PR4]1 calculations provide all information ;,❑Does Not with which compliance can be I❑Not Location on plans/spec: E112 Observable: determined for the interior lighting ❑Not Applicable and electrical systems and equipment and document where exceptions to ;the standard are claimed. Information provided should include interior lighting power calculations, wattage of: bulbs and ballasts, transformers and control devices. C103.2 :Plans, specifications, and/or (❑Complies :Requirement will be met. [PM]1 calculations provide all information❑Does Not ; with which compliance can be j❑Not Observable :Location on plans/spec: E112 determined for the exterior lighting Applicable ,and electrical systems and equipment❑Not ; and document where exceptions to ;the standard are claimed. Information :provided should include exterior lighting power calculations, wattage of bulbs and ballasts, transformers and control devices. C406 :Plans, specifications, and/or❑Complies [PR9]1 calculations provide all information ❑Does Not ;with which compliance can be ❑Not Observable determined for the additional energy ❑Not Applicable efficiency package options. i Additional Comments/Assumptions: 111 High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: Starbucks Report date: 02/23/16 Data filename: F:\DATA\ACAD\15 Archives\15000 - 15099\15057 Starbucks 32nd & Youngfield\Design\IECC- Page 5 of 9 Comcheck\15057 Comcheck 2012 rev.cck Section # Rough -In Electrical Inspection Complies? Comments/Assumptions & Re .ID C405.2.2. ;Automatic controls to shut off all❑Complies :Requirement will be met. 1 building lighting installed in all ❑Does Not [EL22]2 buildings. : Location on plans/spec: E112 ❑Not Observable ; ❑Not Applicable C405.2.1. ;Independent lighting controls installed❑Complies ,Requirement will be met. 1 per approved lighting plans and all ❑Does Not [EL23]2 ; manual controls readily accessible and;❑Not Observable : Location on plans/spec: E112 ;visible to occupants. ❑Not Applicable C405.2.1. !Lighting controls installed to uniformly ;❑Complies ;Exception: Areas that are controlled by an occupancy sensor. 2 :reduce the lighting load by at least ❑Does Not [EL15]1 50%'❑Not Observable Location on plans/spec: E112 ❑Not Applicable C405.2.2. Daylight zones provided with ;❑Complies :Exception: Requirement does not apply. 3 individual controls that control the :❑Does Not [EL16]2 flights independent of general area I❑Not Observable lighting. :❑Not Applicable C405.2.3 ;Sleeping units have at least one ;❑Complies Exception: Requirement does not apply. [EL17]3 :master switch at the main entry door ❑Does Not :that controls wired luminaires and ❑Not Observable switched receptacles. ❑Not Applicable C405.2.2. ;Occupancy sensors installed in ;❑Complies ;Location on plans/spec: E112 2 required spaces. :❑Does Not [EL18]1 ❑Not Observable; j❑Not Applicable C405.2.2. :,Primary sidelighted areas are :❑Complies Exception: Requirement does not apply. 3 :equipped with required lighting ❑Does Not [EL20]1 icontrols. ;❑Not Observable; j❑Not Applicable C405.2.2. Enclosed spaces with daylight area ;❑Complies ; Exception: Requirement does not apply. 3 under skylights and rooftop monitors ❑Does Not [EL21]1 :are equipped with required lighting Observable; ;controls.❑Not ❑Not Applicable C405.]2 ;Automatic lighting controls for exterior;❑Complies ; Requirement will be met. [EL25:lighting installed. ❑Does Not ❑Not Observable:Location on plans/spec: E112 ❑Not Applicable C405.2.3 :Separate lighting control devices for❑Complies !Requirement will be met. [EL4]1 :specific uses installed per approved ❑Does Not lighting plans. :Location on plans/spec: E112 ❑Not Observable: ❑Not Applicable C405.3 Fluorescent luminaires with odd❑Complies Exception: Requirement does not apply. [EL19]3 numbered lamp configurations that ❑Does Not are within 10 feet center to center (if ❑Not Observable ,recess mounted) or are within 1 foot edge to edge (if pendant or surface ❑Not Applicable mounted) shall be tandem wired. C405.4 Exit signs do not exceed 5 watts per ;❑Complies ; Location on plans/spec: E112 [EL6]1 face. ❑Does Not ❑Not Observable ❑Not Applicable 111 High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: Starbucks Report date: 02/23/16 Data filename: F:\DATA\ACAD\15 Archives\15000 - 15099\15057 Starbucks 32nd & Youngfield\Design\IECC- Page 6 of 9 Comcheck\15057 Comcheck 2012 rev.cck # Rough -in Electrical Inspection Complies? Comments/Assumptions & Req.ID I I C405.6 :Exterior grounds lighting over 100 W ;❑Complies :Requirement will be met. [EL24]1 :provides >60 Im/W unless on motion ❑Does Not ; sensor or fixture is exempt from scope Observable of code or from external LPD. 1FNot ❑Not Applicable C405.2.3 ;Additional interior lighting power❑Complies ;Location on plans/spec: E112 [EL8]1 :allowed for special functions per the :❑Does Not ;approved lighting plans and is ❑Not Observable ;automatically controlled and separated from general lighting. ; ❑Not Applicable Additional Comments/Assumptions: 11 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: Starbucks Report date: 02/23/16 Data filename: F:\DATA\ACAD\15 Archives\15000 - 15099\15057 Starbucks 32nd & Youngfield\Design\IECC- Page 7 of 9 Comcheck\15057 Comcheck 2012 rev.cck Section # Final Inspection Complies? Comments/Assumptions & Reg.ID C408.2.5. Furnished as -built drawings for❑Complies :Requirement will be met. 1 electric power systems within 30 days :❑Does Not [F116]3 ;of system acceptance. ❑Not Observable: ❑Not Applicable C303.3, :Furnished O&M instructions for❑Complies ; Requirement will be met. C408.2.5. :systems and equipment to the❑Does Not 2 ; [F]17]3 building owner or designated representative. ❑Not Observable ❑Not Applicable C405.5.2 :,Interior installed lamp and fixture ;❑Complies ;See the Interior Lighting fixture schedule for values. [F118]1 :lighting power is consistent with what ❑Does Not is shown on the approved lighting ❑Not Observable ; plans, demonstrating proposed watts are less than or equal to allowed❑Not Applicable watts. C405.6.2 Exterior lighting power is consistent ;❑Complies ;See the Interior Lighting fixture schedule for values. [F119]1 with what is shown on the approved :❑Does Not lighting plans, demonstrating watts are less than or equal ❑Not Observable proposed to allowed watts. ;❑Not Applicable C408.3 ;Lighting systems have been tested to❑Complies ;Requirement will be met. [F133]1 ensure proper calibration, adjustment, ❑Does Not ;programming, and operation. ;❑Not Observable: ❑Not Applicable C408.3 Lighting systems have been tested to❑Complies :Requirement will be met. [F148]1 ensure proper calibration, adjustment, ❑Does Not programming, and operation. : Location on plans/spec: E112 ❑Not Observable: ❑Not Applicable C406 :,Efficient HVAC performance, efficient ;❑Complies [F134]1 :lighting system, or on-site supply of :❑Does Not renewable energy consistent with ❑Not Observable ;what is shown the approved plans. ❑Not Applicable Additional Comments/Assumptions: 1 1 High Impact (Tier 1) 1 2 1 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: Starbucks Report date: 02/23/16 Data filename: F:\DATA\ACAD\15 Archives\15000 - 15099\15057 Starbucks 32nd & Youngfield\Design\IECC- Page 8 of 9 Comcheck\15057 Comcheck 2012 rev.cck BRIAN SEYFERTH & ASSOCIATES, INC PROFESSIONAL ENGINEER March 3, 2016 Code Consultants International 3190 S. Wadsworth Blvd. Suite 220 Lakewood, CO 80227 Re: 12755 W. 32nd Ave. Permit # 201600122 Gentlemen: Attached please find two sets of stamped drawings that reflect your plan review comments as follows: MECHANICAL M-1 Provide referenced tables and SMACNXS edition referenced. Tables and SMACNA EDITION HAVE BEEN PROVIDED, M-4 Openings in a grill louver or screen shall be greater than %" and less than 1". Air intake openings in the rooftop unit are compliant. M-5 Provide duct hanger spacing. Duct hanger spacing requirements have been added to sheet G-018. M-6 Verify that the amount of supply air is approximately equal to the amount of return and exhaust air. Rooftop units have been provided with power exhaust in order to comply. M-7 Detail 3 has a partial revision cloud with a subset number note... revision/number note not found. Please clarify. Cloud and subset number are for EOR reference. For same detail except as required by sections 602.2.1.1 through 602.2.1.5 materials within plenums shall be non-combustible or shall be listed and labeled as having a flame spread index of not more than 25 and a smoke developed index of not more than 50. There are no plenums in this project. M-8 Provide Comcheck. Comcheck is being resubmitted. 5583 South Prince Street - Littleton, Colorado 80120 Office (303) 797-7772 - Fax(303)797-7773 • E-mail bsa@se*rth.com PLUMBING P-1 Backflow prevention is required at soda dispensers, ice makers and similar equipment in addition to the domestic and irrigation lines. This project does not have a soda dispenser. The ice maker is furnished with air gap construction from the manufacturer. Backflow preventers are specified for the brewer, espresso machines, and Clover as noted on sheet P2O0. FUEL GAS FG -1 Show compliance with the 2012 IFGC Chapter 4 sections 402-411. Pipe sizing is designed in accordance with 2012 IFCG Chapter 4. If you have any questions please feel free to contact me. Sincerely, Brian Seyferth, P.E. 5583 South Prince Street R Littleton, Colorado 80120 Office (303) 797-7772 R Fax (303) 797-7773 - E-mail bsa@seyferth.com BRIAN SEYFERTH & ASSOCIATES, INC. PROFESSIONAL ENGINEER March 9, 2016 Code Consultants International 3190 South Wadsworth Blvd. Suite 200 Lakewood, CO 80227 Re: 12755 West 32°d Avenue Permit # 201600122 Attached are two set of stamped revised Structural Drawings that reflect the plan review as follows: S-1. Concrete design and strength requires verification through testing. Provide test result. Concrete testing requirements have been included on sheet S-700. S-2. Drawings shall be stamped and signed by a Colorado licensed Structural Engineer. Two sets of stamped drawings are included. S-3. The listed wind speed does not comply with the city's requirement of 105 mph (service loads). The wind speed listed in the general notes has been changed to 105 mph (service loads). The structural calculations were done using 105 mph wind speed. S-4. The frost depth does not comply with the soils engineer's recommendations of 3'-0" The general notes have been changed to reflect the 36" frost depth. All foundation details were drawn with 36" minimum frost depth. S-5. Provide special inspection requirements on the drawings. Special inspection requirements have been listed on sheet S-700. 5583 South Prince Street - Littleton, Colorado 80120 Office (303) 797-7772 • Fax (303) 797-7773 - E-mail bsa@seyferth,com Code Consultants International March 9, 2016 Page 2 of 3 S-6. Provide calculations for the light pole base. Calculations for the light pole have been included. See sheets 140 — 142 of the structural calculations. S-7. Provide calculations for the moment frame footings. Calculations for moment frame footings have been included. See sheet 138 of the structural calculations. S-8 There is not any rebar in the outside face of the foundation wall. Verify ACI requirements have been met. Additional rebar has been added to all foundation walls. S-9. Verify if the roof joists parallel to the parapets are adequate to carry the full snow drift load. This has been verified, see sheets 8 — 14 and sheets 43 — 48 of the calculations. 5-10. The roof joists north of the tower do not match the calculations. The calculations have been changed to match the drawings. See sheets 21-23 of the calculations. 5-11. The floor joists in the tower do not match calculations. The calculations have been changed to match drawings. See sheets 21-23 of the calculations. 5-12. The loads used to design the beam under the north tower wall appear to be smaller than the generated loads. The W 14x22 beam has been designed for total load of 1236 pounds per foot tapering to 1119 pounds per foot. Reference Risa output. 5-13. Verify how the tower roof diaphragm shears transfer down to the low roof. The south and west walls have large openings. See sheets 127 —129 of the calculations. 5-14. Verify how the 4x6 blocking beneath the HU616 hanged is attached to the roof diaphragm. The blocking is connected to the roof diaphragm with (26) 16d nails as shown on Section 9/5400. 5583 South Prince Street - Littleton, Colorado 80120 Office (303) 797-7772 - Fax (303) 797-7773 - E-mail bsa@seyferth.com Code Consultants International March 9, 2016 Page 3 of 3 5-15. All roof details, verify how the roof shears are transferred to the top of the shear walls and moment frame. No fasteners, clips or straps are shown. Details 1, 2, 3, 4, 5, 7 on Sheet 5400 along with Details 2, 3, 5 on Sheet 5501 have been modified to provide positive connection from the roof diaphragm sheathing to the top of the shear walls. S-16. Provide calculations for the moment connections. Moment calculations have been included. See sheets 123 and 124 of the calculations. Section 7/S501 has been modified. 5-17. The wind pressures on the parapets should be higher than the wall pressures. The calculations have been modified. See sheets 82 and 83 of the calculations. 5-18. Provide calculations for the trash enclosure. Calculations for the trash enclosure are included. See sheet 139 of the calculations. If you have any questions please feel free to contact us. Sincerely, Christopher D. Caley, I 26326 sem_ 5583 South Prince Street • Littleton, Colorado 80120 Office (303) 797-7772 • Fax (303) 7977773 • E-mail bsa@seyferth.com !Freiheit&Ho architects March 4, 1016 Code Consultants International 3190 S. Wadsworth Blvd, Suite 220 Lakewood, CO 80227 ATTN: Julie Whitmire RE: Starbucks / 12755 W 32nd Ave. / Wheat Ridge, CO Permit#201600122 Dear Ms. Whitmire, Please find below responses to address your plan review comments letter dated February 18, 2016. These responses address items noted on the plans prepared by this office. Additional plan review letters will be provided by each discipline that addresses their specific comments. Building Comments B-1, Sheet A-6001 Tempered safety glazing has been noted in the areas required. B-2, Sheet 1-1100 The clear floor space for the electrical switches at the doors between the Workroom and Backbar has been modified, so that the doors do not swing into the clear floor space. B-3, Sheets 1-4103 & 1-4104 Additional dimensions and notes have been added to the restroom floor plan and elevations. These dimensions notate the required accessible dimensions for the various fixtures. The clearance and heights for the sales counter and self-service stations are noted on sheet 1-1100. Additional dimensions have been added to detail #2 on sheet 1- 2102. B-5, Sheet G-0001 We have reviewed the City of Wheat Ridge Amendments and are in compliance with them. B-17, Sheet A-3001 The tower will have signage, and the access panel is simply to provide access to the space for maintenance of the sign. B-18, Sheet A-3005 The details throughout the set have been updated to indicate METAL lath. Detail 3 contained a typo, and should read CEMENT. c L. 42S 827 2100 425 826 6899 NEE www.FHOAREWCOM ACW, 5209 Wke Washington Blvd N.E. I Ste 200 1 Kirkland I WA 198033 P.RRrare9MIRS 9Racre.P.P.RP.PRRRRRRaAitfZAreARP.fCF:P.P,aRaaAaAR.Rflu fCRftaRFtaR roP:RRP.9aaaaa99 RRRRRRRRf:RRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRfCRRRRRRRRICRRRRRRRRRR FREIHEITf6HOARCHITECTS INC. PS RRRRRRRRRRP.RRRP.RRRRP.RRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRP.RRRRRRRRRRP. Permit #201600122 March 4, 1016 Page 2 B-19, Sheet 1-1105 The fire extinguisher is shown on the wall in the workroom by the door between the Backbar and Workroom. B-20, Sheet A-5003 The fasteners on detail #7 have been removed from the detail, as they are not shown in the correct location, and the true connection details are shown on the structural plans. Detail #12 has been revised to reflect the true connection details as shown on the structural plans. B-21, Sheet A-5005 This is a typo, and the title has been changed to CEMENT PLASTER. Mechanical Comments M-2, Sheet A-3001 The lowest height of the exterior parapet wall is 4'-7 '/4", which meets the guard criteria. This dimension has been added to section 2/A-3002. M-3, Sheet A-5002 The ladder details have been reviewed for compliance and have been revised accordingly. Energy Comments EN -1, Sheet G-0002 The Envelope Compliance Certificate has been updated and signed. We hope you find these responses acceptable. Please let us know if you need any additional information. We appreciate your assistance with this project. Sincerely, Freiheit & Ho Architects, Inc., P.S. 74W4 0 co z - Ste, Thomas L. Spader, AIA Associate Principal HEATING. VENTILATING AND AIR CONDITIONING SECTION 230800 - COMMISSIONING OF HVAC 1.1 COMMISSIONING PROCESS ACTIVITIES A. TESTING PREPARATION I . CERTIFY THAT HVACBR SYSTEMS, SUBSYSTEMS, AND EQUIPMENT HAVE BEEN INSTALLED, CALIBRATED, AND STARTED AND ARE OPERATING ACCORDING TO THE CONTRACT DOCUMENTS. 2. CERTIFY THAT HVACSR INSTRUMENTATION AND CONTROL SYSTEMS HAVE BEEN COMPLETED AND CALIBRATED, THAT THEY ARE OPERATING ACCORDING TO THE CONTRACT DOCUMENTS, AND THAT PRETEST SET POINTS HAVE BEEN RECORDED. 3. CERTIFY THAT TESTING, ADJUSTING, AND BALANCING PROCEDURES HAVE BEEN COMPLETED AND THAT TESTING, ADJUSTING, AND BALANCING REPORTS HAVE BEEN SUBMITTED, DISCREPANCIES CORRECTED, AND CORRECTIVE WORK APPROVED. 4. SET SYSTEMS, SUBSYSTEMS, AND EQUIPMENT INTO OPERATING MODE TO BE TESTED (E.G., NORMAL SHUTDOWN, NORMAL AUTO POSITION, NORMAL MANUAL POSITION, UNOCCUPIED CYCLE, EMERGENCY POWER, AND ALARM CONDITIONS). 5. INSPECT AND VERIFY THE POSITION OF EACH DEVICE AND INTERLOCK IDENTIFIED ON CHECKLISTS. 6. CHECK SAFETY CUTOUTS, ALARMS, AND INTERLOCKS WITH SMOKE CONTROL AND LIFE -SAFETY SYSTEMS DURING EACH MODE OF OPERATION. 7. TESTING INSTRUMENTATION: INSTALL MEASURING INSTRUMENTS AND LOGGING DEVICES TO RECORD TEST DATA AS DIRECTED BY THE CXA. 8. PROVIDE FOR ANY ADDITIONAL TESTING AND SUPPORT AS MAY REQUIRED BY LOCAL AUTHORITIES AND THE COMMISSIONING AGENT. B. REQUIRED COMMISSIONING DOCUMENTATION: 1. SUBMITTALS DELIVERY AND REVIEW PLAN. 2. IDENTIFICATION OF INSTALLED SYSTEMS, ASSEMBLIES, EQUIPMENT, AND COMPONENTS. 3. CONSTRUCTION CHECKLISTS. 4.CERTIFICATE OF COMPLETION. 5. CERTIFICATE OF READINESS. 6. TEST AND INSPECTION REPORTS AND CERTIFICATES. 7. CORRECTIVE ACTION DOCUMENTS. 6.VERIFICATION OF TESTING, ADJUSTING, AND BALANCING REPORTS. 9. PROVIDE ANY ADDITIONAL DOCUMENTATION AS MAY BE REQUIRED BY LOCAL AUTHORITIES AND THE COMMISSIONING AGENT. END OF SECTION 230800 HEATING, VENTILATING AND AIR CONDITIONING SECTION 231123 - FACILITY NATURAL-GAS PIPING 1.1 SUMMARY A NATURAL-GAS PIPING WITHIN THE BUILDING AND DISTRIBUTION ON THE PROJECT SITE. 1.2 PERFORMANCE REQUIREMENTS A MINIMUM OPERATING -PRESSURE RATINGS: 1. PIPING AND VALVES: 100 PSIG (690 KPA) MINIMUM UNLESS OTHERWISE INDICATED. 2. SERVICE REGULATORS: 65 PSIG (460 KPA) MINIMUM UNLESS OTHERWISE INDICATED. 3. MINIMUM OPERATING PRESSURE OF SERVICE METER: 5 PSIG (34.5 KPA). B. NATURAL-GAS SYSTEM PRESSURES WITHIN BUILDINGS: 0.5 PSIG (3.45 KPA) OR LESS. 1.3 MATERIALS A PIPING SPECIALTIES: I. APPLIANCE FLEXIBLE CONNECTORS LISTED WITH CAPACITY MEETING OR EXCEEDING APPLIANCE RATING. B. MANUAL GAS SHUTOFF VALVES: 1. TWO-PIECE, FULL -PORT BRONZE BALL VALVES WITH BRONZE TRIM. 2. BRONZE PLUG VALVES. C. PRESSURE REGULATORS: 1. LINEPRESSURE REGULATORS. 2. APPLIANCE PRESSURE REGULATORS. D. DETECTABLE WARNING TAPE FOR UNDERGROUND PIPING. 1.4 OUTDOOR PIPING SCHEDULE A UNDERGROUND PIPING: STEEL PIPE WITH WELDED JOINTS. B. ABOVEGROUND PIPING:STEEL PIPE WITH THREADED JOINTS END OF SECTION 231123 HEATING. VENTILATING AND AIR CONDITIONING SECTION 237413 -PACKAGED, OUTDOOR, CENTRAL -STATION AIR -HANDLING UNITS 1.1 MANUFACTURED UNITS A CASING: 1. GALVANIZED STEEL PAINTED WITH BAKED ENAMEL. 2. GALVANIZEDSTEEL LINER. 3. INSULATED WITH FIBERGLASS. 4. STAINLESS-STEEL DRAIN PAN B. SUPPLY -AIR FAN: BELT DRIVEN, FORWARD CURVED, CENTRIFUGAL. C. CONDENSER -COIL FAN: DIRECT -DRIVEN PROPELLER. D. RELIEF -AIR FAN: FORWARD CURVED E. SUPPLY -AIR REFRIGERANT COIL: 1. ALUMINUM -PLATE FINS AND SEAMLESS COPPER TUBE. F. OUTDOOR -AIR REFRIGERANT COIL 1. ALUMINUM -PLATE FINS AND SEAMLESS COPPER TUBE. G. ELECTRIC -RESISTANCE HEATING: I. OPEN-COIL RESISTANCE WIRE. 2. SCRCONTROLLER. H. REFRIGERANT CIRCUIT COMPONENTS: 1. COMPRESSOR: HERMETIC SCROLL. 2. REFRIGERANT: R410A I. FILTERS: DISPOSABLE, MINIMUM 90 PERCENT ARRESTANCE, AND MINIMUM MERV 6. J. GAS FURNACE: 1. HEAT EXCHANGER AND DRAIN PAN: STAINLESS STEEL. 2. FUEL: NATURAL. 3. IGNITION: ELECTRONIC. 4. HIGH-ALTITUDEKIT. 5. POWER VENT. B. TWOSTAGEGAS CONTROL VALVE. K. OUTDOOR -AND RETURN -AIR MIXING DAMPERS:0 TO 100 PERCENT ECONOMIZER WITH MOTORIZED DAMPERS AND HOOD. L.ELECTRICAL POWER CONNECTION: SINGLE WITH UNIT -MOUNTED DISCONNECT. M. BASIC UNIT CONTROLS: 1. CONTROL BOARD TO BE COMPATIBLE WITH CONTROL SYSTEM (EMS, STANDARD AND DCV CONTROLS). N. ELECTRONIC CONTROLLERS: 1. SAFETY CONTROLS. 2. SCHEDULED CONTROLS. 3. UNOCCUPIED PERIOD CONTROLS, 4.SUPPLY FAN CONTROLS. S. REFRIGERANT CIRCUIT CONTROLS. 6. HOT -GAS REHEAT -COIL CONTROLS. 7.GAS FURNACE CONTROLS. 9.ELECTRIC4NEATING-COIL CONTROLS. 9. FIXED MINIMUM OUTDOOR -AIR CONTROLS. 10. ECONOMIZERORY-BULB-BASED CONTROLS. 11. CARBON DIOXIDE SENSOR INPUT CONTROLS FOR DEMAND CONTROLLED VENTILATION. O. ACCESSORIES: I- GAS BURNER COMPARTMENT HEATER. 2. DUPLEX ELECTRICAL OUTLET. 3. HAIL GUARDS. P. ROOF CURB: END OF SECTION 237413 03/14/16 4:03pm, C (-) N:\x015 FgO.ECTS\151HI - STIJtaIIXS - - 6: Yw gq \15120 Wl&d" HEATING. VENTILATING AND AIR CONDITIONING SECTION 232300 - REFRIGERANT PIPING 1.1 PERFORMANCE REQUIREMENTS A QUALITY STANDARDS: ASHRAE 15 AND ASME 831.5. B. LINE TEST PRESSURE FOR REFRIGERANT R4IGA: 1. SUCTION LINES FOR AIR-CONDITIONING APPUCATIONS: 300 PSIG (2069 KPA). 2. SUCTION LINES FOR HEAT -PUMP APPLICATIONS: 535 PSIG (3689 KPA). 3. HOT -GAS AND LIQUID LINES: 635 PSIG 13689 KPA). 1.2 PRODUCTS A.COPPER TUBE AND FITTINGS:TYPE ACR B. TIN -BRONZE BELLOWS, FLEXIBLE CONNECTORS. C. VALVES AND SPECIALTIES: 1. DIAPHRAGM PACKLESS VALVES. 2. PACKED -ANGLE VALVES. 3. CHECK VALVES. 4. SERVICE VALVES. 6. SAFETY RELIEF VALVES. 7. THERMOSTATIC EXPANSION VALVES 40 DEG F SUCTION TEMPERATURE; ADJUSTABLE SUPERHEAT. 8. STRAIGHT -TYPE STRAINERS. 9, ANGLE -TYPE STRAINERS. 10. MOISTUREILIQUID INDICATORS. 11. MUFFLERS. 12. RECEIVERS. 13. LIQUID ACCUMULATORS. 1.3 REFRIGERANTS A R410A. 1.4 PIPING APPLICATION SCHEDULES A PIPING APPLICATIONS FOR REFRIGERANT R -410A: MAXIMUM NPS 4 (DN 100). 1. SUCTION LINES FOR CONVENTIONAL AIR-CONDITIONING APPLICATIONS: COPPER. 2. HOT -GAS AND LIQUID LINES, [AND SUCTION LINES FOR HEAT -PUMP APPLICATIONS]: a. NPS 2 (DN 50) AND SMALLER COPPER WITHBRAZEDJOINTS. 3. SAFETY -RELIEF -VALVE DISCHARGE PIPING: a. NPS 2 (ON 50) AND SMALLER COPPER WITH BRAZED JOINTS. 1.5 INSULATION A 3/4' (19MM) MINIMUM THICKNESS, SELF-SEALING CLOSED CELL FOAM INSULATION APPLIED TO SUCTION PIPING. B. PROVIDE LINE SET SHROUD WHERE MOUNTED EXTERIOR TO BUILDING INCLUDING ROOF TO PROTECT INSULATION. END OF SECTION 232300 HEATING. VENTILATING AND AIR CONDITIONING SECTION 233113 - METAL DUCTS 1.1 MATERIALS A SINGLE-WALL RECTANGULAR DUCTS AND FITTINGS: COMPLY WITH SMACNNS'HVAC DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE 3RD EDITION' BASED ON INDICATED STATIC -PRESSURE CLASS UNLESS OTHERWISE INDICATED. B. SINGLE-WALL ROUND[ AND FLAT -OVAL] DUCTS AND FITTINGS: COMPLY WITH SMACNA'S 'HVAC DUCT CONSTRUCTION STANDARDS -METAL AND FLEXIBLE, 3RD EDITIOM, CHAPTER 3, "ROUND, OVAL, AND FLEXIBLE DUCT, BASED ON INDICATED STATIC -PRESSURE CLASS UNLESS OTHERWISE INDICATED. SPIRAL ROUND OR SPIRAL OVAL DUCTS SHALL BE USED WHERE EXPOSED. C. SHEET METAL MATERIALS: 1. GALVANIZED SHEET STEEL. 2. FINISHES FOR SURFACES EXPOSED TO VIEW: MILL PHOSPHATIZED. D. DUCT LINER 1. FIBROUS GLASS,TYPE I, FLEXIBLE a. WATER-BASED LINER ADHESIVE: VOC OONTENT OF 80 GIL OR LESS FOR INTERIOR APPLICATIONS. 2. FLEXIBLE ELASTOMERIC. 3. NATURAL FIBER. E. SEALANT MATERIALS: 1. TWO-PART TAPE SEALING SYSTEM: VOC CONTENT OF 250 GA. OR LESS FOR INTERIOR APPLICATIONS. 2. WATER-BASED JOINT AND SEAM SEALANT: VOC CONTENT OF 250 GA. OR LESS FOR INTERIOR APPLICATIONS. 3. FLANGED JOINT SEALANT: VOC CONTENT OF 250 G/L OR LESS FOR INTERIOR APPLICATIONS. 4.FLANGE GASKETS. 5. ROUND DUCT JOINT O-RING SEALS. 1.3 DUCT CLEANING A. CLEAN NEW AND EXISTING DUCT SYSTEM(S) BEFORE TESTING, ADJUSTING, AND BALANCING. B. CLEAN THE FOLLOWING ITEMS: 1. AIR OUTLETS AND INLETS. 2. SUPPLY, RETURN, AND EXHAUST FANS. 3. AIR -HANDLING UNITS. 4. COILS AND RELATED COMPONENTS, 5. RETURN -AIR DUCTS, DAMPERS, ACTUATORS, AND TURNING VANES. 6. SUPPLY -AIR DUCTS, DAMPERS, ACTUATORS, AND TURNING VANES. 7. DEDICATED EXHAUST AND VENTILATION COMPONENTS AND MAKEUP AIR SYSTEMS. 1.4 DUCT SCHEDULE A. ALL DUCTS SHALL BE GALVANIZED STEEL. 1.5 HANGERS AND SUPPORT A HANGER RODS: ELECTROGALVANIZED, ALL -THREAD RODS OR GALVANIZED RODS WITH THREADS PAINTED WITH ZINC -CHROMATE PRIMER AFTER INSTALLATION. B. STRAP AND ROD SIZES: COMPLY WITH SMACNNS'HVAC DUCT CONSTRUCTION STANDARDS -METAL AND FLEXIBLE, 3RD EDITION' TABLE 5-1 (TABLE 54M),'RECTANGULAR DUCT HANGERS MINIMUM SIZE; AND TABLE 5-2, 'MINIMUM HANGER SIZES FOR ROUND DUCT. - C. STEEL CABLES FOR GALVANIZEDSTEEL DUCTS: GALVANIZED STEEL COMPLYING WITH ASTM A 603. D. STEEL CABLE END CONNECTIONS: CADMIUM -PLATED STEEL ASSEMBLIES WITH BRACKETS, SWIVEL, AND BOLTS DESIGNED FOR DUCT HANGER SERVICE; WITH AN AUTOMATIC -LOCKING AND CLAMPING DEVICE. E. DUCT ATTACHMENTS: SHEET METAL SCREWS, BLIND RIVETS, OR SELF -TAPPING METAL SCREWS; COMPATIBLE WITH DUCT MATERIALS. F. TRAPEZE AND RISER SUPPORTS: 1. SUPPORTS FOR GALVANIZED -STEEL DUCTS: GALVANIZED -STEEL SHAPES AND PLATES. 2. SUPPORTS FOR STAINLESSSTEEL DUCTS: STAINLESS-STEEL SHAPES AND PLATES. 3. SUPPORTS FOR ALUMINUM DUCTS: ALUMINUM OR GALVANIZED STEEL COATED WITH ZINC CHROMATE. END OF SECTION 233113 HEATING. VENTILATING AND AIR CONDITIONING SECTION 233300 -AIR DUCT ACCESSORIES 1.1 QUALITY ASSURANCE A INSTALLATION STANDARDS: NFPA 90A, NFPA 90B, AND SMACNA'S'HVAC DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE, 3RD EDITION.' B. MOTORIZED AND NON -MOTORIZED DAMPERS USED FOR OUTSIDE AIR INTAKES, EXHAUST AND PRESSURE RELIEF (INCLUDING THOSE WITHIN PACKAGED HVAC EQUIPMENT) SHALL HAVE A MAXIMUM AIR LEAKAGE VALUE PER THE ENERGY CODE OR ASHRAE 90.1 WHEN TESTED PER AMCA STD. 600, 1.2 PRODUCTS A BACKDRAFT AND PRESSURE RELIEF DAMPERS: MULTIPLE BLADE, PARALLEL ACTION, GRAVITY BALANCED WITH RETURN SPRINGS. B. BAROMETRIC RELIEF DAMPERS: HORIZONTAL OR VERTICAL MOUNTING; MULTIPLE BLADE, PARALLEL ACTION, GRAVITY BALANCED WITH RETURN SPRINGS. C. MANUAL VOLUME DAMPERS: OPPOSED BLADE DESIGN, WITH LINKAGE OUTSIDE AIRSTREAM. 1. STANDARD, STEEL, MANUAL VOLUME DAMPERS. D. CONTROL DAMPERS: OPPOSED -BLADE DESIGN; FRAME AND BLADES. E. FIRE DAMPERS: STATIC AND DYNAMIC ELECTRIC HEAT -RESPONSIVE DEVICE. GALVANIZED -STEEL F. CEILING RADIATION DAMPERS: REPLACEABLE HEAT -RESPONSIVE DEVICE. G. SMOKE DAMPERS: 1. MULTIPLE -BLADE TYPE 2. LEAKAGE: CLASSI H. COMBINATION FIRE AND SMOKE DAMPERSSTATIC AND DYNAMIC ELECTRIC HEAT -RESPONSIVE DEVICE. 1. FLANGE CONNECTORS. J.DUCT SILENCERS: FACTORY FABRICATED AND TESTED, ROUND OR RECTANGULAR. K. TURNING VANESMOUBLE-BLADE, GALVANIZED SHEET STEEL L. REMOTE DAMPER OPERATORS. M. DUCT -MOUNTED ACCESS DOORS: DOUBLE WALL, RECTANGULAR, GALVANIZED SHEET STEEL WITH INSULATION. N. FLEXIBLE CONNECTORS: O. FLEXIBLE DUCTSANSULATED END OF SECTION 233300 HEATING. VENTILATING AND AIR CONDITIONING SECTION 233423 - HVAC POWER VENTILATORS 1.1 QUALITY ASSURANCE A AMCA-CERTIFIED RATINGS SEAL. 1.2 CENTRIFUGAL ROOF VENTILATORS A DIRECT -DRIVE OR BELT -DRIVEN CENTRIFUGAL TYPE, WITH SPUN -ALUMINUM HOUSING. 1. VARLABLE-SPEED CONTROLLER 2. DISCONNECT SWITCH 3. BIRD SCREENS. 4. BACKDRAFT DAMPERS. 5. MOTORIZED DAMPERS. 6. GALVANIZED -STEEL ROOF CURBS WITH BUILT-IN CANT AND MOUNTING FLANGE. 1.3 CENTRIFUGAL WALL VENTILATORS A DIRECT -DRIVE OR BELT -DRIVEN CENTRIFUGAL TYPE. WITH SPUN -ALUMINUM HOUSING. 1. VARIABLE -SPEED CONTROLLER 2. DISCONNECT SWITCH. 3. BIRD SCREENS. 4. WALL GRILLE. 5. BACKDRAFT DAMPERS. 6. MOTORIZED DAMPERS. 1.4 CEILING -MOUNTED VENTILATORS A HOUSING: STEEL WITH ACOUSTICAL INSULATION. B. GRILLE:PLASTIC C. ACCESSORIES: 1. VARIABLE -SPEED CONTROLLER. 2. MANUAL STARTER SWITCH. 3. TIME -DELAY SWITCH. 4. MOTION SENSOR. 5. ROOF JACK OR WALL CAP AND TRANSITION FITTINGS. 1.5 IN-LINE CENTRIFUGAL FANS A IN-LINE, DIRECT -DRIVE SPUN -ALUMINUM HOUSING, WHEEL, AND OUTLET GUIDE VANES, 1. VARIABLE -SPEED CONTROLLER. 2. VOLUME -CONTROL DAMPER. 3. COMPANION FLANGES. 4. FAN GUARDS. S. MOTOR AND DRIVE COVER (BELT GUARD). END OF SECTION 233123 HEATING, VENTILATING AND AIR CONDITIONING SECTION 237200 -AIR-TO-AIR ENERGY RECOVERY EQUIPMENT 1.1 QUALITY ASSURANCE A. QUALITY STANDARD: ARI 1060, ASHRAE 62.1, ASHRAE 84, UL 1812, UL 1815, AND UL 1995. 1.2 PRODUCTS A. FIXED -PLATE TOTAL HEAT EXCHANGERS: GALVANIZED -STEEL CASING. 1. PLATES: CHEMICALLY TREATED PAPER 2. FILTERS: DISPOSABLE PANEL, MINIMUM MERV 6. B. PACKAGED ENERGY RECOVERY UNITS: CORROSION -PROTECTION -COATED, WEATHERTIGHT HOUSING, WITH HINGED ACCESS DOORS, INLET LOUVER AND ROOF CURB. 1. HEAT RECOVERY DEVICE: FIXED41LATE HEAT EXCHANGER. 2. SUPPLY AND EXHAUST FANS.CENTRIFUGAL 3. FILTERS: DISPOSABLE PANEL, MINIMUM MERV 6. 4. COOLING COILS:REFRIGERANTWITHALUMINUM CASING, COPPER TUBES, AND ALUMINUM FINS. 5. HOT-WATER COILS: CALVANDED-STEEL CASING, COPPER TUBES, AND ALUMINUM FINS. 6. INDIRECT -FIRED GAS FURNACESALUMINIZEDSTEEL BURNERS WITH STAINLESS-STEEL INSERTS ANDTWOSTAGECONTROL VALVES. C. CONTROLS: 1. TIME CLOCK. 2, MOTION (OCCUPANCY) SENSOR. END OF SECTION 237200 SMACNA TABLE 5-1 (MINIMUM HANGER SIZE FOR RECTANGULAR DUCT) MAX DUCT PAIR AT 10' O.C. PAIR AT B' O.C. PAIR AT S' O.C. PAIR AT 5' O.C. PERIMETER STRAP I WIRE/ROD STRAP WIRE/ROD STRAP WIRE/ROD STRAP WIRE/ROD 60" 22GASOGA 22GA TOGA 22GA 12GA 22GA 12GA 144" 18GA 3/8" 20GA 1/4" 22GA 1/4" 22GA 1/4" SMACNA TABLE 5-2 (MIN HANGER SIZES FOR ROUND DUCT) DIAMETER MAXSPACING WIREDIAMETER ROD STRAP 10" 12' 12 GA. 1/4" 22GA 11"-11 12' 2 @ 12GA 1/4" 22GA 19"-24" 12' 2 @ 12GA 1/4" 22GA HEATING. VENTILATING AND AIR CONDITIONING SECTION 233713 - DIFFUSERS, REGISTERS, AND GRILLES 1.1 PRODUCTS A SEE MECHANICAL SCHEDULE FOR SPECIFIC DIFFUSERS, REGISTERS, AND GRILLES. B. DIFFUSERS: METAL CONSTRUCTION, EXCEPT USE ALUMINUM MATERIAL WHEN IN DAMP AREAS. 1. ROUND CEILING DIFFUSERS,FULLY ADJUSTABLE . 2. RECTANGULAR AND SQUARE CEILING DIFFUSERS,FIXED 3. LOUVER FACE DIFFUSERS. Z LINEAR BAR DIFFUSERS WfTHPENCIL-PROOFCORE SPACING ARRANGEMENT. 5. LINEAR SLOT DIFFUSERS. C. REGISTERS AND GRILLES: METAL CONSTRUCTION, EXCEPT USE ALUMINUM MATERIAL WHEN IN DAMP AREAS. 1. FIXED FACE . D. EXTERIOR LOUVERS: 1. WEATHERPROOF, RAINPROOF DESIGN. 2. FRAME STYLE SHALL BE COMPATIBLE WITH THE EXTERIOR FINISH OF BUILDING AND WALL CONSTRUCTION. 3. DRAINABLE BLADE CONSTRUCTION. 4. CAULK SLOTS. 5. GALVANIZED REMOVABLE BIRD SCREEN. 6. COORDINATE FINISH WITH ARCHITECT. END OF SECTION 233713 HEATING. VENTILATING AND AIR CONDITIONING SECTION 273433 - AIR CURTAINS 1.1 COMPONENTS A HOUSING MATERIAIS:GALVANIZED STEEL WITH EPDXY-ENAMEL FINISH 1. DISCHARGE NOZZLESTIXED . B. AIR INTAKE:LOUVERS WITHINSECT SCREEN. C. FANS: DIRECT DRIVE, GALVANIZED STEEL CENTRIFUGAL D. MOTORS: MULTISPEED E. HEATING: ELECTRIC -RESISTANCE COIL F. FILTERS: WASHABLE. G. CONTROLS: 1. BUILT-INTHERMOSTAT. 2. AUTOMATIC DOOR SWITCH. 3. START -STOP, PUSH-BUTTON SWITCH. 4. THREE -SPEED FAN SWITCH. 5. TIME -DELAY RELAY TO ALLOW AIR CURTAIN TO OPERATE FROM 0.5 SECONDS TO 10 HOURS. S. MOTOR -CONTROL PANEL. H. ACCESSORIES: 1. MOUNTING BRACKETS. 2. DISCHARGE EXTENSION NECK FOR CEILING -RECESSED INSTALLATION. END OF SECTION 233133 HEATING. VENTILATING AND AIR CONDITIONING SECTION 235123 - GAS VENTS 11 PRODUCTS A LISTED TYPE S VENTS: DOUBLE-WALL METAL VENTS. 1. INNER SHELL: ALUMINUM. 2. OUTER JACKET:ALUMINIZEDSTEEL. 3. TERMINATION:ROUND CHIMNEY TOP 8. COMPATIBLE WITH VENT TYPE AND LISTED ACCESSORIES AS NEEDED FOR A COMPLETE INSTALLATION. END OF SECTION 235123 HEATING VENTILATING AND AIR CONDITIONING SECTION 236126-SPLITSYSTEM AIR -CONDITIONERS 1.1 COMPONENTS A. CONCEALED EVAPORATOR -FAN COMPONENTS: 1. GALVANIZED -STEEL CHASSIS AND DRAIN PAN. 2. INSULATED. 3. COPPER -TUBE REFRIGERANT COIL. 4. ELECTRIC HEATING COIL. 5. FORWARD -CURVED GALVANIZED FAN. 6. MULTISPEED MOTOR 7. PERMANENT FILTERS. B. FLOOR -MOUNTED, EVAPORATOR -FAN COMPONENTS: 1. ENAMELED -STEEL CABINET WITH DISCHARGE GRILLE. 2. INSULATED. 3. COPPER -TUBE REFRIGERANT COIL. 4. ELECTRIC HEATING COIL. 5. CENTRIFUGAL FAN. 6. MULTISPEED MOTOR. 7. DISPOSABLE FILTERS. C. WALL -OR CEILING -MOUNTED. EVAPORATOR -FAN COMPONENTS: 1. ENAMELED -STEEL CABINET. 2. COPPER -TUBE REFRIGERANT COIL. 3. ELECTRIC HEATING COIL. 4. CENTRIFUGAL FAN. 5. MULTISPEED MOTOR. 6. DISPOSABLE FILTERS. D. AIR-COOLED, COMPRESSOR -CONDENSER COMPONENTS: 1. ENAMELED -STEEL CASING. 2. HERMETICALLY SEALED SCROLL COMPRESSOR. 3. COPPER -TUBE REFRIGERANT COIL. 4. HEAT -PUMP COMPONENTS, 5. ALUMINUM -PROPELLER FAN. END OF SECTION 236126 STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206)318-1575 BRIAN SEYFERTH § ASSOCIATES, INC. L3;v PROFESSIONAL ENGINEER BSA #15120 0 J Ll1 LL Z 0 l 0X � W QD Z UZ LU N o M a LU W 1h M cn Do 00 W LU w o Lu z LD op H% Q L)OW CIL q STORE #: 251 PROJECT #: 01220-031 CASEWORK CONCEPT: ISSUE DATE: DESIGN MANAGER MELISSA BODWAY LEEDS AP: PRODUCTION DESIGNER: CHECKED BY: SHEET TITLE: OUTLINE SPECIFICATIONS SCALE: AS SHOWN SHEET NUMBER: G-018 STRUCTURAL NOTES (UNLESS NOTED OTHERWISE) THIS SPECIFICATION OU TUNES THE STRUCTURAL DESIGN CRITERIA FOR STARBUCKS RESTAURANT, - 32ND & YOUNGFIELD, 3210 YOUNGFIELD STREET, WHEAT RIDGE, COLORADO. WHEN A DIFFERENCE OCCURS BETWEEN THIS SPECIFICATION AND OTHER APPUCABLE CODE, THE MORE STRINGENT SHALL CONTROL. ANY OTHER ITEMS NOT COVERED HEREIN SHALL BE COMMENSURATE WITH GOOD ENGINEERING PRACTICE. THE OWNER IS HEREBY CAUTIONED OF THE EXTREME IMPORTANCE OF PROPER DRAINAGE AWAY FROM THE FOUNDATION. POOR DRAINAGE AND/ OR PONDING OF WATER NEAR THE FOUNDATION WALL IS THE SINGLE MOST COMMON CAUSE OF FOUNDATION DAMAGE. IF FOUNDATION FOOTING OR WALL STEEL INSPECTION IS REQUIRED BY A PROFESSIONAL ENGINEER FOR THE REGULATING BUILDING DEPARTMENT, IT IS REQUIRED THAT THE STRUCTURAL ENGINEER OF RECORD PERFORM THAT INSPECTION. IT IS RECOMMENDED THE ENGINEER OF RECORD BE NOTIFIED AT LEAST 48 HOURS IN ADVANCE IF A SITE VISIT IS REQUIRED. THE PURPOSE IS TO OBSERVE THE CONSTRUCTION OF THE FOUNDATION SYSTEM FOR COMPLIANCE WITH THE DESIGN DRAWINGS BEFORE THE CONCRETE IS PLACED. THIS SERVICE IS BEYOND THE SCOPE OF THE ORIGINAL CONTRACT AND THE CONTRACTOR OR OWNER MUST RECEIVE PRIOR APPROVAL FROM THE LOCAL BUILDING DEPARTMENT AT TO WHETHER OR NOT THE ENGINEER OF RECORD CAN MAKE AND SIGN OFF FOR INSPECTIONS REQUIRED FOR THE BUILDING DEPARTMENT. 2012INTERNATIONAL BUILDING CODE BUILDING CODE FOR CITY OF WHEAT RIDGE, COLORADO AISC "MANUAL OF STEEL CONSTRUCTION". ACI 318 "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", BY AMERICAN FOREST AND PAPER ASSOCIATION. DESIGN LOADS LDEADOAD = WEIGHT OF STRUCTURE AND ALL PERMANENTLY ATTACHED ITEMS ADS:WIND LOAD = 105 MPH, EXP. C OAD = 30 PSF, NON REDUCIBLE + DRIFT QD SNOW = 30 PSF OCCUPANCY CATEGORY II SEISMIC USE GROUP I SEISMIC IMPORTANCE FACTOR 1.0 Ss 0.193 Si 0.060 SITE CLASS D Sds 0.206 Sdi 0.097 SEISMIC DESIGN CATEGORY = B BASIC SEISMIC FORCE RESISTING SYSTEM ORDINARY STEEL MOMENT FRAME UGH FRAMED WALLS SHEATHED WITH WOOD STRUCTURAL PANELS RATED FOR SHEAR RESISTANCE DESIGN BASE SHEAR 10.31, SEISMIC RESPONSE COEFFICIENT Cs = 0.058 RESPONSE MODIFICATION FACTOR R=6.0/3.5 ANALYSIS PROCEDURE USED - SIMPURED ANALYSIS PROCEDURE. FOUNDATION: THIS FOUNDATION DESIGN IS IN COMPLIANCE WITH SOILS TEST NUMBER DN47,673-125 CTL/THOMPSON. FOR COMPLETE OVER EXCAVATION REQUIREMENTS AND COMPLETE FOUNDATION RECOMMENDATIONS, DAMPPROOFING, SLAB PREPERATION AND SUBSURFACE DRAINAGE REQUIREMENTS, SEE SOILS REPORT. COMPACT BACKFILL IN ACCORDANCE WITH GEOTECHNICAL REPORT. FINAL GRADE SHOULD SLOPE AWAY FROM FOUNDATION A MINIMUM OF 6" IN THE FIRST 5'. FINAL GRADING SHALL PROVIDE POSITIVE DRAINAGE (1/4" PER FOOT MINIMUM). SPREAD FOOTINGS: THIS FOUNDATION DESIGN IS BASED ON AN ALLOWABLE SOIL BEARING PRESSURE OF 2,500 POUNDS PER SQUARE FOOT. LFNGS SHALL BE PLACED ON UNDISTURBED SOIL. ALL FOOTINGS TO BE BELOW 36 INCH FROST DEPTH. REMOVE ALL SOFT POCKETS FROM FOOTINGS. FILL NOT ALLOWED. ALL FOOTINGS TO BE CENTERED UNDER UNLESS NOTED OTHERWISE. THE SOILS ENGINEER OF RECORD PRIOR TO CONCRETE PLACEMENT SHALL INSPECT ALL BEARING MATERIAL. THE SOILS ENGINEER OF RECORD SHALL BE THE SOLE JUDGE AS TO THE SUITABILITY OF THE BEARING MATERIAL. MATERIALS CONCRETE ALL WORK SHALL CONFORM TO ACI 301. ALL STRUCTURAL CONCRETE TO BE FROM TYPE 1 PORTLAND CEMENT, STONE AGGREGATE, AND DEVELOP 3000 PSI MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS. SLAB ON GRADE SHALL DEVELOP 3000PSI MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS. SLUMP OF CONCRETE SHALL NOT EXCEED 4" UNLESS A HIGH RANGE WATER -REDUCING ADMIXTURE IS USED. THE SLUMP OF CONCRETE PRIOR TO ADDITION OF A HIGH RANGE WATER -REDUCING ADMIXTURE SHALL NOT EXCEED 4'. THE SLUMP OF CONCRETE CONTAINING A HIGH RANGE WATER -REDUCING ADMIXTURE SHALL NOT EXCEED 10'. CONCRETE EXPOSED TO WEATHER SHALL BE AIR -ENTRAINED. AIR CONTENT SHALL BE BETWEEN 5 AND 7 PERCENT. NO HORIZONTAL CONSTRUCTION JOINTS SHALL BE MADE IN SLABS OR BEAMS ALL CONCRETE SLABS ON GRADE TO HAVE CONTROL JOINTS AT LOCATIONS SHOWN ON PLAN. SAW CUTS TO BE 1/3 OF TOTAL SLAB THICKNESS AT APPROXIMATELY 14' x 14' AND ALL REENTRANT CORNERS SO THAT NO CLEAR LENGTH IS GREATER THAN 18'. FLOAT SURFACES SHALL BE A SMOOTH FINISH. SURFACE SHALL BE FREE OF ALL OBVIOUS DEPRESSIONS. SURFACE SHALL BE LEVEL TO WITHIN +/- 1 DEGREE. SURFACE FLATNESS SHALL BE +/- 1/16" PER SQUARE YARD. THE BUILDER AND OWNER ARE HEREBY MADE AWARE OF THE CHANCE OF MOVEMENT AND CRACKING OF SLABS PLACED ON COMPACTED FILL OR NATIVE SOLS. THE RISKS OF SWELLING SOILS AND RESULTING HEAVING/CRACKING OF CONCRETE CAN BE MINIMIZED BUT NOT ELIMINATED WITH CAREFUL CONSTRUCTION AND MAINTENANCE PROCEDURES. FOUNDATION ANCHOR BOLTS SHALL BE 1/2" DIAMETER x 12' AND SPACED AT 2'-0" O.C. AND 12" FROM EACH SIDE OF A CORNER. INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHORS/DOWELS SHALL BE WITH MANUFACTURER'S WRITTEN RECOMMENDED MATERIALS AND PER THEIR DOCUMENTED PROCEDURES. AVOID CUTTING EXISTING REBAR WHEN DRIWNG HOLES IN FORMED CONCRETE. PROVIDE A 3/4' CHAMFER AT ALL EXPOSED EDGES OF CONCRETE IN ACCORDANCE WITH ACI 301 SECTION 4.2.4 UNLESS NOTED OTHERWISE. PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS PRIOR TO PLACING CONCRETE. DO NOT CUT REINFORCEMENT THAT MAY CONFLICT. w/iam 4,07v 6 (. ) k\=5 PP M\i5lX - StIABUIXS - 3 a YwngfltlE\SWcard\2-IB-15 Swctvd\�512th5100.trp REINFORCEMENT: ALL REINFORCING STEEL SHALL BE ASTM A615, GRADE 60 AND HAVE A MINIMUM OF 60,000 PSI YIELD STRENGTH. ALL HORIZONTAL REINFORCING TO BE CONTINUOUS AROUND ALL CORNERS. PLACE 2 - #5 (ONE EACH FACE) WITH 2'-0" PROJECTION AROUND ALL OPENINGS IN CONCRETE UNLESS OTHERWISE SHOWN OR NOTED. PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT THE REINFORCEMENT, DOWELS, BOLTS, AND EMBEDDED PLATES AT THE POSITION SHOWN ON THE PLAN PRIOR TO PLACING CONCRETE. LAP SPLICES IN CAST -IN-PLACE CONCRETE SHALL BE A MINIMUM OF 74 BAR DIAMETERS. WHERE PERMITTED, SPLICES MAY BE CLASS B CONTACT SPLICES. REINFORCEMENT TO HAVE THE FOLLOWING COVER: UNFORMED SURFACE IN CONTACT WITH THE EARTH... 3 IN. FORMED SURFACES EXPOSED TO EARTH OR WEATHER: 16 BAR OR LARGER ................ 2 IN. #5 BAR OR SMALLER ............... 1 1/2 IN. FORMED SURFACES NOT EXPOSED TO EARTH OR WEATHER: BEAMS, GIRDERS AND COLUMNS .... 1 1/2 IN. SLABS AND WALLS. ................ 3/4 IN. WELDED WIRE FABRIC SHALL BE IN ACCORDANCE WITH ASTM A185. WELDED WIRE FABRIC REINFORCEMENT MUST LAP ONE FULL MESH AT SIDE AND END LAPS, AND SHALL BE TIED TOGETHER. DETAIL REINFORCING STEEL IN ACCORDANCE WITH ACI SP 66. REINFORCEMENT PLACING TOLERANCES PER CURRENT IBC. GROUT.- GROUT ROUT:GROUT TO BE LOW SHRINK, HIGH STRENGTH DRY PACK TIMBER: UNLESS NOTED OTHERWISE, HEADER MEMBERS SHALL BE (3) 2x10 AS SPECIFIED AND SHALL NOT EXCEED 4'-0" IN LENGTH. HEADER COLUMNS CALLED OUT ON PLAN REFERS TO REWIRED TRIMMERS. UNLESS NOTED OTHERWISE HEADER MEMBERS SHALL BEAR ON (1) TRIMMER AND HAVE (1) FULL HEIGHT KING STUD. OPENINGS GREATER THAN 4' SHALL BEAR HAVE (2) FULL HEIGHT KING STUDS. OPENINGS GREATER THAN 6' SHALL HAVE (3) FULL HEIGHT KING STUDS. PROVIDE SOLID BLOCKING IN WALL OR JOIST CAVITY UNDER ALL CONCENTRATED POINT LOADS. ALL COLUMNS NOT LABELED IN PLAN TO BE DOUBLE STUD MEMBERS FASTENED TOGETHER WITH TWO ROWS OF 10d NAILS AT 8" O.C. PROVIDE SOUD BLOCKING AT ALL CANTILEVERS AND BEAM SUPPORTS. ALL HANGERS REQUIRED SHALL BE SUPPUED BY AND FURNISHED BY SIMPSON STRONG -TIE. SIMPSON STRONG -TIE CONNECTORS ARE SPECIFICALLY REQUIRED TO MEET THE STRUCTURAL CALCULATIONS OF PLAN. BEFORE SUBSTITUTING ANOTHER HANGER OR BRAND, CONFIRM LOAD CAPACITY BASED ON RELIABLE PUBLISHED TESTING DATA AND SUBMIT REQUESTED CHANGE TO ENGINEER FOR APPROVAL. REQUIRED NAILING SHALL BE PER PUBLISHED SIMPSON REQUIREMENTS. ALL OTHER NAILING SHALL BE PER 2009 IBC WITH COMMON NAILS U.N.O. PREFABRICATED ROOF TRUSSES SHALL BE FURNISH BY REDBUILT AND SHALL BE DESIGNED FOR DEAD LOAD OF 20 PSF, NET UPLIFT OF 10 PSF, AND SNOW DRIFT AS NOTED. TRUSS FABRICATOR SHALL FURNISH DESIGN DRAWINGS BEARING THE SEAL AND REGISTRATION NUMBER OF A STRUCTURAL ENGINEER LICENSED IN THE STATE WHERE TRUSSES ARE TO BE INSTALLED. TRUSS DESIGNER SHALL INDICATE ALL REQUIRED BRIDGING, BRACING, AND ERECTION METHODS. DESIGN SHALL BE IN ACCORDANCE WITH APPUCABLE PROVISIONS OF LATEST EDITION OF NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION, AMERICAN FOREST AND PAPER ASSOCIATION, AND AFOREMENTIONED CODE OF JURISDICTION. TRUSSES SHALL BE HANDLED DURING FABRICATION, DELIVERY, AND INSTALLATION SO AS NOT TO BE SUBJECTED TO EXCESSIVE BENDING, STRESSES, OR ENVIRONMENTAL CONDITIONS. TRUSSES SHALL BE SET AND SECURED LEVEL. PLUMB, AND IN CORRECT LOCATION. TRUSSES SHALL BE HELD IN CORRECT AUGNMENT UNTIL PERMANENT BRACING IS INSTALLED. CUTTING AND ALTERING OF TRUSSES IS NOT PERMITTED. CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND FURNISHING THE MATERIALS USED FOR INSTALLATION INCLUDING BUT NOT LIMITED TO ANCHORAGE, BLOCKING, CURBING. MISCELLANEOUS FRAMING AND BRACING BOTH TEMPORARY AND PERMANENT. ALL STRUCTURAL SAWN TIMBER TO BE DOUG FIR NO. 2 OR BETTER (Fb = 850, Fv = 180. Fc = 1400. E = 1,600,000) ALL ROOF DECKING TO BE DOUG FIR, SELECT, RANDOM LENGTH. LAYUP AND NAIL DECKING IN ACCORDANCE WITH AITC 112-93. ALL LAMINATED VENEER LUMBER (LVL) TO BE MICROLLAM AS MANUFACTURED BY TRUSJOIST OR EQUAL (Fb = 2600, Fv = 285, E _ 1,900,000). ALL MICROLLAM BEAMS ON PLAN TO BE 1-3/4" WIDTH U.N.O. ALL PARALLEL STRAND LUMBER (LSL) TO BE TIMBERSTRAND LSL AS MANUFACTURED BY TRUSJOIST MACMILLAN. OR EQUAL (Fb = 1700, Fv = 400, E = 1,700,000 PSI) ALL STRUCTURAL GLULAMS USED AS BEAMS OR RAFTERS TO BE DOUG -FIR OR BETTER. (Fb = 2400, Fv = 165, Fc = 650, E = 1,800,000) GLULAMS SHALL BE BALANCED AND CONSIST OF A 24F -VB COMBINATION. STRUCTURAL AND MISCELLANEOUS STEEL, STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING: 1. STEEL PLATES & SHAPES ........ ASTM A992 2. STEEL ANGLES................ASTM A36 3. STRUCTURAL TUBING........... ASTM A500 GR. B 4. STEEL PIPE..................ASTM A53 GR B 5. CONNECTION BOLTS............ ASTM A325 6. COLUMN ANCHOR BOLTS .......... ASTM A307 & ASTM A36 7. OTHER BOLTS.................ASTM A307 THE STEEL STRUCTURE IS A NON -SELF-SUPPORTING STEEL FRAME AND IS DEPENDENT UPON DIAPHRAGM AND ITS ATTACHMENT TO THE WALLS AND FRAME FOR STABILITY AND FOR RESISTANCE TO WIND, SEISMIC, AND SERVICE LOADS. TEMPORARY BRACING TO WITHSTAND WIND AND CONSTRUCTION LOADS IS THE RESPONSIBIUTY OF THE ERECTOR AND OR CONTRACTOR. ALL STEEL WORK SHALL BE THOROUGHLY CLEANED OF ALL LOOSE SCALE, RUST, OIL, DIRT, SPATTER, AND OTHER FOREIGN MATTER. STEEL SHALL THEN BE GIVEN ONE SHOP APPLIED COAT OF RED OXIDE PRIMER PAINT. WELDING: ALL WELDS SHALL CONFORM TO AWS CODE FOR PROCEDURES, APPEARANCE AND QUALITY OF WELDS. ALL WELDS SHALL BE CONTINUOUS FILLET WELDS USING AWS D1.1 CLASS E70 ELECTRODES UNLESS NOTED OTHERWISE. ALL WELDERS SHALL BE CERTIFIED BY AWS STANDARDS. SHOP DRAWINGS SHOP DRAWING SHALL BE REVIEWED BY CONTRACTOR TO VERIFY THAT SUBMITTAL IS COMPLETE PRIOR TO SUBMITTING TO ARCHITECT/ENGINEER. DRAWINGS CREATED BY BRIAN SEYFERTH & ASSOCIATES CANNOT BE REPRODUCED AND/OR USED AS A SHOP DRAWING SUBMITTAL. SHOP DRAWING SUBMITTALS SHALL INCLUDE THE FOLLOWING: FOUNDATION REINFORCING BARS STRUCTURAL STEEL SHEAR WALL HOLD-DOWNS MISCELLANEOUS CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE DRAWINGS BEFORE BEGINNING CONSTRUCTION. LOCATE EXISTING UTILITIES AND NOTIFY PROJECT ARCHITECT OF UTILITIES OR SUBGRADE CONDITIONS WHICH INTERFERE WITH SCOPE OF WORK. DO NOT SCALE DRAWINGS. SUBSTITUTION OF STRUCTURAL ELEMENTS MUST BE WITH THE ENGINEER'S APPROVAL. IN THE EVENT THE CONTRACTOR REQUESTS A CHANGE FROM THE STRUCTURAL DRAWINGS, IT SHALL BE FIRST APPROVED BY THE PROJECT ARCHITECT AND DESIGNED BY BRIAN SEYFERTH & ASSOCIATES, INC. NO OPENINGS SHALL BE MADE IN ANY STRUCTURAL MEMBER WITHOUT THE WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER OF RECORD. THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION AND HAS BEEN DESIGNED ONLY FOR LOADS ANTICIPATED DURING ITS SERVICE LIFE. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE MEANS OR METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT LIMITED TO, BRACING AND SHORING FOR CONSTRUCTION LOADS, FORMWORK DESIGN, CONCRETE DESIGN MIX, WORKER SAFETY REQUIREMENTS, AND PROTECTION OF ON SITE ITEMS FROM WEATHER CONDITIONS AND ENVIRONMENTAL FACTORS. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. STRUCTURAL DRAWINGS ARE INTENDED TO BE USED WITH ARCHITECTURAL, MECHANICAL, AND OTHER DISCIPUNE'S DRAWINGS FOR ADDITIONAL INFORMATION RELATING TO THE STRUCTURE. CONTRACTOR IS RESPONSIBLE FOR COORDINATING SUCH REQUIREMENTS INTO THEIR SHOP DRAWINGS AND WORK. THE DESIGN OF THE FOLLOWING BUILDING COMPONENTS SHALL BE TREATED AS DEFERRED SUBMITTALS. ALL ASSOCIATED DRAWINGS AND CALCULATIONS SHALL BE STAMPED AND SIGNED BY THE ENGINEER RESPONSIBLE FOR THEIR PREPARATION. AFTER REVIEW, THE ENGINEER -OF -RECORD SHALL FORWARD THE DEFERRED SUBMITTAL DOCUMENTS TO THE BUILDING DEPARTMENT. DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL: 1. PRE -FABRICATED WOOD TRUSSES SEE SCHEDULE PLACE ONE VERTICAL REINFORCEMENT AT CORNER TOP & BOTTOM REINFORCEMENT NOTE: SEE SECTIONS FOR VERTICAL REINFORCEMENT SIZE AND PLACEMENT 12" CORNER REINFORCING S� 00 SCALE: 3/4' = 1'-0" 1"0 AOJ x 2'-6' 4" PROJECTION, TYP OF 4. 0 n N � • II CONCRETE REINFORCEMENT SPLICE LENGTH (CLASS B PER ACI 318-05) NOTES: 1) TABLE IS FOR NON-EPDXY COATED REBAR WITH F�60ksi IN NORMAL WEIGHT CONCRETE 2 DEVELOPMENT LENGTH(Id) - LAP SPLICE LENGTH DIVIDED BY 1.3 3 TOP BARS ARE TO BE PLACED SO THAT MORE THAN 12" OF FRESH CONCRETE IS CAST IN THE MEMBER BELOW THE DEVELOPMENT LENGTH OR SPLICE 4) CLEAR SPACING OF BARS BEING DEVELOPED OR SPLICED NOT LESS THAN db, CLEAR COVER NOT LESS THAN db, AND STIRRUPS OR TIES THROUGHOUT Id NOT LESS THAN THE CODE MINIMUM -OR- CLEAR SPACING OF BARS BEING DEVELOPED OR SPLICED NOT LESS THAN 2db AND CLEAR COVER NOT LESS THAN db. LIGHT POLE, SEE CIVIL FOR SPEC A" x 1" SAW CUT BASEPLATE BY SEE PLAN FOR LOCATION POLE MFR. SLAB REINFORCEMENT CHAMFER PLACE ADDITIONAL #3 TIE AT TOP. PROVIDE SAW -CUT WITHIN 24 HOURS OF SLAB PLACEMENT #3 TIE AT 12" O/C 4 SECTION cJL00 SCALE: 1" = V-0" (TYPICAL CONTROL JOINT) 8 - #5 VERT. 2 LIGHT POLE FOUNDATION S100 SCALE: V = l'-0" 2'-O" DIA. PIER 3 PIER PLAN 5100 SCALE: 1 1/2" = 1'-0" 101(2"0 BOLT CIRCLE STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (2061318-1575 BRIAN SEYFERTH & ASSOCIATES, INC. 15V PROFESSIONAL ENGINEER BSA #15120 #3 TIES 012"0 Revlslon Sebdule Rev Dab By DeseH Ion 8 - #5 VERT. 2 23 15 PERMIT CONST i 13/09 151 1 REVISION SHEET TITLE: STRUCTURAL NOTES SCALE: AS SHOWN SHEET NUMBER: S100 F_ W co) LLIM _ LL Cn CD CID WO O Q LL W U }W 061uZ� O O a Q Q Q W W W LL IVU 04 LL � M a._ wccl) IL STORE #: 251 PROJECT #: 01220-031 CASEWORK CONCEPT: ISSUE DATE: DESIGN MANAGER MELISSA BODWAY LEEDS AP: PRODUCTION DESIGNER: CHECKED BY: #3 TIES 012"0 Revlslon Sebdule Rev Dab By DeseH Ion 8 - #5 VERT. 2 23 15 PERMIT CONST i 13/09 151 1 REVISION SHEET TITLE: STRUCTURAL NOTES SCALE: AS SHOWN SHEET NUMBER: S100 SIMPSON HOLD DOWN, SEE PLAN WITH SIMPSON ANCHOR ROD SEE 3/S200 6x6, SEE PLAN SIMPSON HOLDDOWN SEE PLAN SIMPSON ANCHOR BOLT SEE PLAN j' EXPANSION JT. MAT'L 4- CONCRETE SLAB W/ WWF - 100'-0' 2 HOLD DOWN DETAIL 3 SECTION 2�� SCALE: 1 1/2" = 1'-0" 20� SCALE: 3/4" = 1'-O" 0 W/+e/Is 4:07 n ❑ (—) w:\=5 cao,cCisU5— - srureuacs - saw s rv.,slua\swec.aV-ie-Is swn.aVslzo-sxoo.ew i FOUNDATION PLAN°° 200 SCALE: l/4" = 1'-0" z 99-4' 0 U HOT DIP GALVANIZE ALL a STEEL BELOW _ o GRADE ., E o 2� 0" SQUARE 4 SECTION 200 SCALE: 3/4" = 1'-0" (4) #5 VERTICAL #3 TIE (3 REO'D) a 16' DIA. CONCRETE (3) g5 EACH WAY 5 SECTION 2O0 SCALE: 1 1/2" = 1'-O" STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206)318-1575 BRIAN SEYFERTH & ASSOCIATES, INC. 15V PROFESSIONAL ENGINEER BSA #15120 4x9xO'-9' SHEET TRLE: FOUNDATION PLAN SCALE: AS SHOWN SHEET NUMBER: 5200 J J LU Lu w M a fu- V wO O O ww v moo z DJz_ o LU Q°6 �o� z0 WZ Wow N _ ILL a a STORE A 251 PROJECTM 01220-031 DIAMETER PEDESTAL CASEWORK CONCEPT: x 16' HEADED ANCHOR B 'SSU DATE: E DESIGN MANAGER MELISSA BODWAY i 4 x 4 x A LEED®AP: PRODUCTION DESIGNER: CHECKED BY: 4x9xO'-9' SHEET TRLE: FOUNDATION PLAN SCALE: AS SHOWN SHEET NUMBER: 5200 • 4 I // •/ ///\ - • a 1x//11/ MASONRY VENEER,3" SEE ARCH FOR 108• 98 -WIDE FLANGE COLUMN EF WALL TIE 2 #5 CONT. T&B lo� CD CD SMASONRY EE ARCH FOR REQUIREMENTS3' #5 CONT. I./ BASE PLATE WALL TIE o n io SECTION • REQUIREMENTS WALL SHEATHING 2 #5 CONT. TAB �' x 24: ANCHOR BOLT WALL SHEATHING ON 2X6 STUDS W/ WWF SEE CIVIL FOR ON 2X6 STUDS AT 16'O.C. SITE PAVING PACK GROUT AT 16"O.C. W F Z �\ \ LL SITE PAVINGR Tz M � 100-0' SITEE PAVINGR a ---------- 251 • 4" CONCRETE SLAB W/ WWF 100'-0" // •/ ///\ - • a 1x//11/ 1" x 12" ANCHOR MASONRY VENEEF z_ BOLTS Al 24' O.C. 5 o " 2 #5 CONT. T&B lo� CD CD 3" #5 DOWEL AT 24" O.C. E #5 CONT. " " u 2 #5 CONT. TAB o n io SECTION • #5 DOWEL AT 24" O.C. AT EACH FACE ON 2X8 STUDS 2 #5 CONT. TAB 4" CONCRETE SLAB 3 #5 CONT. 2'-2" — s SECTION Q 5201 SCALE: 3/4" = 1'-0" O SEE CIVIL FOR SITE SIDEWALK 4" CONCRETE SLAB W/ WWF 100'-0" // •/ ///\ - • a 1x//11/ 1" x 12" ANCHOR MASONRY VENEEF z_ BOLTS Al 24' O.C. 5 o " 2 #5 CONT. T&B lo� CD CD 3" #5 DOWEL AT 24" O.C. i #5 CONT. REQUIREMENTS Z MA rL io SECTION 5201 SCALE: 3/4" = 1'-O" ON 2X8 STUDS 2 #5 CONT. TAB 4 1" lOS" 61" 1" x 12" ANCHOR MASONRY VENEEF w BOLTS Al 24' O.C. SEE ARCH FOR 4" CONCRETE SLAB lo� CD CD WALL TIE i 'EXPANSION JT. REQUIREMENTS Z MA rL WALL SHEATHING 0 W - ON 2X8 STUDS 2 #5 CONT. TAB 4" CONCRETE SLAB AT 16"O.C. 1'-2" W/ WWF SEE CIVIL FOR 3 #5 CONT. m 100'-O" ----------- < SITE PAVING E /�!\\' W F Z �\ \ LL 1031 of Tz M � LL -Wi Z " 2 #5 CONT. TAB Z � a � 3" " 1'-6T" 3" #5 EACH FACE DOL AT 4" O.C. o 3 #5 CONT. 4 SECTION Qj S201 SCALE: 3/4" = 1'-0" O 0 A8/16 4'.OMM 6 (M ) x:\=5 P CI5\15+10 - STutauaS - - i -gfte\S-d\2-16-I5 Strucivd\1 s110-5201.hq s DETAIL 5201 SCALE: 3/4" = 1'-0" I IS" 81" 1" j' x 12' ANCHOR BOLTS AT 24" O.C. W j- EXPANSION JT. w MAIL 4" CONCRETE SLAB lo� CD CD W/ WWF i too' -0' ---------- < Z 0 Z 0 W - " 2 #5 CONT. TAB EW #5 DOWEL AT 24" O.C. 1'-2" 3" AT EACH FACE IT 3 #5 CONT. m 3 SECTION A, S2o1 SCALE: 3/4" = 1'-0" 8 DETAIL 5201 SCALE: 3/4" = 1'-0" Q o MASONRY VENEER, 4S"SEE x 12" ANCHOR WALL TIE FOR BOLTS AT 24" O.C. REQUIREMENTS }" EXPANSION JT. i ©m++suxeucxscanEswwrurc WALL SHEATHING MAIL ON 2X6 STUDS AT 16"O.C. 4" CONCRETE SLAB SEE CIVIL FOR STARBUCKS COFFEE SEE CIVIL FOR W/ WWF SITE SIDEWALK � 4" CONCRETE SLAB W/ WWF COMPANY SITE PAVING 100'-0' 100'-0' 2401 UTAH AVENUE SOUTH • -- - a ° -----'----�----a -- a SEATTLE, WASHINGTON 98134 (206) 318-1575 iSO��l� // BRIAN SEYFERIH & ASSOCIATES, INC. Z Z_ 2 #5 CONT. TAB 2 #5 CONT. TAB o• • 5 DOWEL AT 24" O.C. I 3' 1'-0 3' #5 DOWEL AT 24" O.C. [� 3" 1'-0" 3" # EACH FACE EACH FACE 3 #5 CONT. 3 #5 CONT. m m PROFESSIONAL ENGINEER 2 SECTION SECTION BSA #15120 S201 SCALE: S201 SCALE: " '" 3/4" = 1'-0" 4" 4" DETAIL 5201 SCALE: 1 1/2" = 1'-0" 4g 4' _2" 2- W 14x34 SEE L - ----DETAIL 7/S201 r- -- - - ---- 9 z 1'-3" NON SHRINK GROUT i i "A36 ANCHOR ROD o o r-- --- -------- --- PROJ. TYP OF 4 i i i T.O.C. = 99-4" T.O.C. = 99-8" 3 T.O.C. = 100-0" 5201 � i 2x8 STUD WALL I T.O.C. = 100-0" i I i T.O.C. = 99-8" T.O.C. - 99-4" `FOOTING BELOW 8 SECTION 5201 SCALE: 3/4" = 1'-0" c J W w uJ LL lo� CD CD [n 00 Z 0 Z 0 W - Q p EW U w Z 0 Lii 2� p�� O V% O Q W F Z F W C) W LL 1031 of Tz M � LL -Wi a a STORE #: 251 PROJECT #: 01220-031 CASEWORK CONCEPT: ISSUE DATE: DESIGN MANAGER MELISSA BODWAY LEED®AP: PRODUCTION DESIGNER: CHECKED BY: SHEET TITLE: FOUNDATION DETAILS SCALE: AS SHOWN SHEET NUMBER: S201 LAG SCREW DRILLING REQUIREMENTS DIA, CLEARANCE HOLE MAX LEAD HOLE Xi X1'" 36" 36' %fe STUD SCHEDULE 1 ALL 18'-6" AND 20'-6" TALL WALL STUDS TO BE 2x6 TIMBERSTRAND LSL 1.5 AT 16" C/C. CRIPPLE STUDS TO BE 2x6 #2 DOUG FIR KING STUDS TO BE TIMBERSTRAND LSL 1.5 OR AS NOTED SND PACKS TO BE 2x6 #2 DOUG FIR ALL STUD PACKS TO BE GLUED AND NAILED WITH (2) 16d NAILS PER ROW, ROWS SPACED AT 8" O.C. C -, a SS D N - 7 5500 GLUCAN BEAM (2) SIMPSON LP6Z CONNECTOR 6x6 POST SND 3 SECTION 300 SCALE: 3/4" = V-0" 8J/18/16 a:OBpm, 6 (—) N:\=5 PIIQ M\1— - SIANBUIX9 - Jaw G Ya 9„ \Sbucbxd\1-1x15 BbucMd\I513o-5J00.d� 5 " x 12' 4F -V4 -OF GLULA SHEAR WALL SCHEDULE ,Ir 1 2 HIGH ROOF FRAMING PLAN �I ■ SHEATHING SCHEDULE O NOTE: ALL GLUCANS E%OSED TO �I 0 WEATHER TO BE ALASKAI CEDAR WITH EXTERIOR +a+ GRADE GLUE. I I ,II ROOF CONSTRUCTION: WALLSHEATHING FACE BL KIN NAILS NAIL SPACING I�'Ill■' Ly HOLDDOWN SCREWS LAG SCREW DRILLING REQUIREMENTS DIA, CLEARANCE HOLE MAX LEAD HOLE Xi X1'" 36" 36' %fe STUD SCHEDULE 1 ALL 18'-6" AND 20'-6" TALL WALL STUDS TO BE 2x6 TIMBERSTRAND LSL 1.5 AT 16" C/C. CRIPPLE STUDS TO BE 2x6 #2 DOUG FIR KING STUDS TO BE TIMBERSTRAND LSL 1.5 OR AS NOTED SND PACKS TO BE 2x6 #2 DOUG FIR ALL STUD PACKS TO BE GLUED AND NAILED WITH (2) 16d NAILS PER ROW, ROWS SPACED AT 8" O.C. C -, a SS D N - 7 5500 GLUCAN BEAM (2) SIMPSON LP6Z CONNECTOR 6x6 POST SND 3 SECTION 300 SCALE: 3/4" = V-0" 8J/18/16 a:OBpm, 6 (—) N:\=5 PIIQ M\1— - SIANBUIX9 - Jaw G Ya 9„ \Sbucbxd\1-1x15 BbucMd\I513o-5J00.d� 5 " x 12' 4F -V4 -OF GLULA SHEAR WALL SCHEDULE ,Ir 1 2 HIGH ROOF FRAMING PLAN S300 SCALE: 1/4" = l'-0" SHEATHING SCHEDULE O NOTE: ALL GLUCANS E%OSED TO 51500 0 WEATHER TO BE ALASKAI CEDAR WITH EXTERIOR +a+ GRADE GLUE. I I ROOF CONSTRUCTION: WALLSHEATHING FACE BL KIN NAILS NAIL SPACING HOLDOWN HOLDDOWN SCREWS ANCHOR RMA RKS M " APA RATED PLYWOOD OR OSB NAILED TO ROOF FRAMING AT 6' A 15/32- PLYWOOD ONE FACE NONE 8d 6' O PANEL EDGES, 6" O FIELD SIMPSON HDU4-SDS 2.5 10 -SDS Vax21h SIMPSON SSTB20 (i5' DIA.) 0/C AT PANEL EDGES AND AT 12" 0/C AT FIELD USING 10d NAILS O 15/32' PLYWOOD ONE FACE NONE 8d 4" 0 PANEL EDGES, 6" O FIELD SIMPSON HDU4-SDS 2.5 10 -SDS V4x21h SIMPSON SSTB20 (4b' DIA.) NON SHEAR WALLS: %- CDX PLYWOOD OR ORIENTED STRAND BOARD SHEATHING NAILED © 15/32" PLYWOOD ONE FACE NONE 8d 6" O PANEL EDGES, 12" O FIELD NONE REO'D NONE REQ'D NONE REQ'D O O O TO STUDS AT 6" O.C. AT PANEL EDGES AND AT 12" O.C. AT O O O INTERMEDIATE SUPPORTS USING 8d NAILS. ALL EXTERIOR WALLS NOT LABELED AS SHEAR WALLS SHALL BE SHEATHED WITH 15/32" PLYWOOD FASTENED TO STUDS WITH 8d NAILS AT 6" O.C. AT PANEL EDGES AND 12' O.C. AT FIELD. q'-6—�I 4'-6'yl� 9'�6 yI �Iy 9. 6. \ I SNOW DRIFT = 21 PSF I SNOW DRIFT = 35 PSF �yII SNOW LOAD = 30 PSF SNOW LOAD = 30 PSF 2 S500 DEAD LOAD = 20 PSF DEAD LOAD = 20 PSF 32'-4" I 72-8" L { (SHORT DIRECTION) (LONG DIRECTION) 6 1 2 3 SNOW DRIFT SNOW DRIFT 72'-8" 19'-5,4' 10'-10" 42 4,�' LAG SCREW DRILLING REQUIREMENTS DIA, CLEARANCE HOLE MAX LEAD HOLE Xi X1'" 36" 36' %fe STUD SCHEDULE 1 ALL 18'-6" AND 20'-6" TALL WALL STUDS TO BE 2x6 TIMBERSTRAND LSL 1.5 AT 16" C/C. CRIPPLE STUDS TO BE 2x6 #2 DOUG FIR KING STUDS TO BE TIMBERSTRAND LSL 1.5 OR AS NOTED SND PACKS TO BE 2x6 #2 DOUG FIR ALL STUD PACKS TO BE GLUED AND NAILED WITH (2) 16d NAILS PER ROW, ROWS SPACED AT 8" O.C. C -, a SS D N - 7 5500 GLUCAN BEAM (2) SIMPSON LP6Z CONNECTOR 6x6 POST SND 3 SECTION 300 SCALE: 3/4" = V-0" 8J/18/16 a:OBpm, 6 (—) N:\=5 PIIQ M\1— - SIANBUIX9 - Jaw G Ya 9„ \Sbucbxd\1-1x15 BbucMd\I513o-5J00.d� 5 " x 12' 4F -V4 -OF GLULA ,Ir 1 2 HIGH ROOF FRAMING PLAN S300 SCALE: 1/4" = l'-0" O NOTE: ALL GLUCANS E%OSED TO 51500 0 WEATHER TO BE ALASKAI CEDAR WITH EXTERIOR +a+ GRADE GLUE. LAG SCREW DRILLING REQUIREMENTS DIA, CLEARANCE HOLE MAX LEAD HOLE Xi X1'" 36" 36' %fe STUD SCHEDULE 1 ALL 18'-6" AND 20'-6" TALL WALL STUDS TO BE 2x6 TIMBERSTRAND LSL 1.5 AT 16" C/C. CRIPPLE STUDS TO BE 2x6 #2 DOUG FIR KING STUDS TO BE TIMBERSTRAND LSL 1.5 OR AS NOTED SND PACKS TO BE 2x6 #2 DOUG FIR ALL STUD PACKS TO BE GLUED AND NAILED WITH (2) 16d NAILS PER ROW, ROWS SPACED AT 8" O.C. C -, a SS D N - 7 5500 GLUCAN BEAM (2) SIMPSON LP6Z CONNECTOR 6x6 POST SND 3 SECTION 300 SCALE: 3/4" = V-0" 8J/18/16 a:OBpm, 6 (—) N:\=5 PIIQ M\1— - SIANBUIX9 - Jaw G Ya 9„ \Sbucbxd\1-1x15 BbucMd\I513o-5J00.d� �7 1 1 1 1 1 1 1 fl 1111111 ^ f �^'�I I I SPACINGl I NOTl TOI EXCEEDI iI6" C/C) 1 30'-8" 1.58 22 GA. STEEL DECK ©m11 arrxeuaca crow moon STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98i34 BRIAN SEYFERTH & ASSOCIATES, INC. PROFESSIONAL ENGINEER BSA #15120 I �J Slj" x t j 24F-V,r OF GI LAM �� 5 Q�\rG T B.O. JOIST 51A" x 12' 4F jr -V4 OF GLU AM SHEAR WALL C _ 1f if i,f if if if if iIf iIf ,f f IIr f iIf if ,IiI f f iIf if lIf ,If Ir ,If if if if ,If Iii 1i I !I IIIIII I B I I II II hI°° I I l i 5501 � 3.56i lAN�R SIMPSON 06 11, HANGER I I SI PSO mid /18 HI I 1 i i I 0 I I I I 1 I I I I ll� �1 ll� ll N B I I 1 eII o�N I oI eN1 otN01 oII o 11 1" S501 O 9 SPACES O2'-0'=18'-0' SPACES O 16"=6'-8" 4 SPACES 0 24"=8-" 1 171 SPACES 1 "= " oI 2Ii���I I�zI 1I e�1 N�I N��I � ml ;I I- O m m •N m 'O m �1 ml W m m m m •N !b m OI W 001 •ml ml �1 ml aJl • ml I - - I - - I I m -- I IN w SIMP50' ITS .D6 ' 1.88 NGER' I I I I I I I I I I I I I I I I I I I I I A I+s�HRQAIF W of o Q I I I I 1 1 LL � 0 } 1 1 III 1 1 1 1 1 1 1 1 1 1 1 1 1 ( I I I I (D U) OD ° (o) J I I I I 1 I I I 1 I O � LL '•• `"' =VIII I I iiliilllllllllllll V I I } wzvo z O S I I 1 1 I I I I O w 06 It '^ ` V I I I I III I 1 1 1 1 1 1 1 SIPS ON MIi 3.51/,8 H NIGER I I I Ir I z Q ¢ p w SI PSON IUS2.06 11.88 HANGEN N1 uaWi W z W O = '� / III I I I I i llllllllllllllll I I °M Q- mI a (I III I II I 251 L I I I I I I I I I I IL ,IL ,IL IL ,IL J L ,IL IL _ STORE #: - SVe x 12 24 V4 -DF GLUCANi PROJECT #: 01220-031 I. - I I I SHEAR WALL O CASEWORK CONCEPT: S 2 Q J L 1 J L J L ISSUE DATE: +6sC GQ�Q\�V 5 x "2 F -V -DF LUL M - --__--_—_—_ _-- _ _ DESIGN MANAGER MELISSA BODWAY B.O. JOIST = 112'-0'LEED®AP: HSS6x4x Vi 6+6� r. 2 PRODUCTION DESIGNER 100 5400 N a N 54� CHECKED BY: 0 RaWalon Schedule = i R- Dab BY D".lptlon 6 C 12 x 20.7 2 23 15 PERMIT CONST 500 1 3 09 16 REVISION 1.SB 22 GA. 1 STEEL DECK 5400 23'-6" is, -6" SHEET TITLE: ROOF FRAMING PLAN 72'-B' 4C 6 SCALE: AS SHOWN i ROOF FRAMING PLAN J "R. S3oo SCALE: 1/4" = l' -O" S300 5 " x 12' 4F -V4 -OF GLULA ,Ir I I I ml I ! I I I I 1 155cl07 '-3 I 7 SPACES O 2'-0 = 14'-0" O O O O O O O �7 1 1 1 1 1 1 1 fl 1111111 ^ f �^'�I I I SPACINGl I NOTl TOI EXCEEDI iI6" C/C) 1 30'-8" 1.58 22 GA. STEEL DECK ©m11 arrxeuaca crow moon STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98i34 BRIAN SEYFERTH & ASSOCIATES, INC. PROFESSIONAL ENGINEER BSA #15120 I �J Slj" x t j 24F-V,r OF GI LAM �� 5 Q�\rG T B.O. JOIST 51A" x 12' 4F jr -V4 OF GLU AM SHEAR WALL C _ 1f if i,f if if if if iIf iIf ,f f IIr f iIf if ,IiI f f iIf if lIf ,If Ir ,If if if if ,If Iii 1i I !I IIIIII I B I I II II hI°° I I l i 5501 � 3.56i lAN�R SIMPSON 06 11, HANGER I I SI PSO mid /18 HI I 1 i i I 0 I I I I 1 I I I I ll� �1 ll� ll N B I I 1 eII o�N I oI eN1 otN01 oII o 11 1" S501 O 9 SPACES O2'-0'=18'-0' SPACES O 16"=6'-8" 4 SPACES 0 24"=8-" 1 171 SPACES 1 "= " oI 2Ii���I I�zI 1I e�1 N�I N��I � ml ;I I- O m m •N m 'O m �1 ml W m m m m •N !b m OI W 001 •ml ml �1 ml aJl • ml I - - I - - I I m -- I IN w SIMP50' ITS .D6 ' 1.88 NGER' I I I I I I I I I I I I I I I I I I I I I A I+s�HRQAIF W of o Q I I I I 1 1 LL � 0 } 1 1 III 1 1 1 1 1 1 1 1 1 1 1 1 1 ( I I I I (D U) OD ° (o) J I I I I 1 I I I 1 I O � LL '•• `"' =VIII I I iiliilllllllllllll V I I } wzvo z O S I I 1 1 I I I I O w 06 It '^ ` V I I I I III I 1 1 1 1 1 1 1 SIPS ON MIi 3.51/,8 H NIGER I I I Ir I z Q ¢ p w SI PSON IUS2.06 11.88 HANGEN N1 uaWi W z W O = '� / III I I I I i llllllllllllllll I I °M Q- mI a (I III I II I 251 L I I I I I I I I I I IL ,IL ,IL IL ,IL J L ,IL IL _ STORE #: - SVe x 12 24 V4 -DF GLUCANi PROJECT #: 01220-031 I. - I I I SHEAR WALL O CASEWORK CONCEPT: S 2 Q J L 1 J L J L ISSUE DATE: +6sC GQ�Q\�V 5 x "2 F -V -DF LUL M - --__--_—_—_ _-- _ _ DESIGN MANAGER MELISSA BODWAY B.O. JOIST = 112'-0'LEED®AP: HSS6x4x Vi 6+6� r. 2 PRODUCTION DESIGNER 100 5400 N a N 54� CHECKED BY: 0 RaWalon Schedule = i R- Dab BY D".lptlon 6 C 12 x 20.7 2 23 15 PERMIT CONST 500 1 3 09 16 REVISION 1.SB 22 GA. 1 STEEL DECK 5400 23'-6" is, -6" SHEET TITLE: ROOF FRAMING PLAN 72'-B' 4C 6 SCALE: AS SHOWN i ROOF FRAMING PLAN J "R. S3oo SCALE: 1/4" = l' -O" S300 SIMPSON HU616 HANGER WITH (26) 16d NAILS INTO BLOCKING YY AND (12) 16d NAILS DOUBLE TOP PLATE DOULE TOP PLATE DOUBLE TOP PLATE ............... •..................-•---•--, INTO POST .... .. •.' i 118'-6' � 118'-6" 118'-6' ............ WALL SHEATHING, WALL SHEATHING, h4,.,,6 WALL SHEATHING ON 6x6 POST SEE SCHEDULE — SEE SCHEDULE 2x6 WALL STUDS AT 16' C/C 2x6 STUDS O 16" C/C 1.3E 6 x 6 DOUG FIR I 5 STUDS 016NC/CL i� }x4x0'-514•. TYP................._.......5 0" Qm isuuuc ewr eew�ww 5501 9" �HANGERCKING AT STARBUCKS COFFEE SIMPSON A35 CUP �" A307 THROUGH COMPANY EACH END 10 7' BOLT, 3' GA, TYP 2401 UTAH AVENUE SOUTH 2x6 STUDS 016" C/C BLOCKING BETWEEN BLOCKING BETWEEN 5400 'h z 5Ye z 1 -0 SEATTLE, WASHINGTON 98134 TJI RAFTERS TJI RAFTERS ?tie SIMPSON HU616 HANGERSECTION .l SHEATHING, tOd NAILS O 4' C/C 3fe AT 6z6 POST 9 (206) 318-1575 SCHEDULE 10d NAILS O 4" C/C 10d NAILS 0 4" C/C 4OO SCALE: 1 1/2" 1'-0" BLOCKING BETWEEN 2x8 BETWEEN JOISTS 2x8 BETWEEN JOISTS # i4 z 6 x 0'-11}' -- tOd NAILS 0 4" C/C TJI RAFTERS AES CLEVIS W/ 1'6 PIN BRIAN $EYFERTH k ASSOCIATES, INC. ROOF SHEATHING (4) l6d NAILS ROOF SHEATHING (4) 16d NAILS ROOF SHEATHING 9 o 4x6 BLOCKING AT ROOF SHEATHING SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE MPSON HANGER SEE SCHEDULE 12 12 12 5400 1"p A36 ROD - - -1 y IY4 —1W V4 117A- TJI/210 11-URNBUCKLE 112•_615^ 18" TJI/560 18" TJI/560 < BLOCKING BETWEEN 18" TJI/560 in 3• TJI RAFTERS BLOCKING TIGHT 112'_0• 112•_°• 112'-OY2' BETWEEN FLANGES t Y2z6x0'-11" 14 x 5% z 1'-0" SIMPSON H8 BLOCKING TIGHT SIMPSON MIU3.56/18 C12x20.7e 11 BLOCKING TIGHT Q PROFESSIONAL ENGINEER BETWEEN FLANGES HANGER 5400 BETWEEN FLANGES BSA #15120 DOUBLE TOP PLATE ' WICRAFT 1.5 B22 SIMPSON H8 i� SIMPSON H8 5}' x 18' GLULAM EACH RUTE SHEATHING, SEE SCHE E 4x6 BLOCKING BETWEEN BLOCKING BETWEEN H55 2 x 2 x Vs 5}" x 24" GLULAM GLULAM HEADER, STUDS BEARING ON 2x6 STUDS BEARING ON .._ . _. - BEARING ON 6x6 SEE PLAN CRIPPLE AT EACH END 2x6 CRIPPLE AT HSS 6 x 4 x V CRIPPLE AT EACH �0 EACH END 110'-0' -- - _-_ END „6 GLULAM HEADER, SEE PLAN --- Ae _ L 3 x 3 z V. }x4x0'-5)4", TIP ite 6x6 DOUG FIR 3 HSS 6 x 4 x Y4 i" A307 THROUGH ------------- DO __________ _ 4 SECTION 3 SECTION A 2 SECTION it 31e 8- ° 12 BOLT, 3' GA, TYP HSS 6 x 4 x4' if5400 OF 4.6x6DOUG FlR SHEATHING, SEE SCHEDULE %" A307 THRU BOLT, 3" GA, HSS6z4z} TYP OF 4. }x4x0'-514" 41enp x514"z1'-0" 5400 H0 6x6 DOUG FIR (A CLEVIS W/ Tp PIN - - A 3' GAOL ORF BOLT, 4.i SECTION DOUBLE TOP PLATE - - - 5400 SCALE: 1 1/2" = 1'-0" cc 118'-6" LTHRU ® BO Y BOLT,T. 3' 3" GA, Y DOUBLE TOP PLATE DOUBLE TOP PLATE DOUBLE TOP PLATE WALL SHEATHING, 1"0 A36 ROD TYP OF 4. SEE SCHEDULE}x4.0'-514' R }xs 4"xr-o" na'-s' R }xs14"xr-o' 118'-6' 718'-6' 0 If 6 x 6 DOUG FIR WALL SHEATHING, WALL SHEATHING, WALL SHEATHING, SEE SCHEDULE 6x6 DOUG FIR SEE SCHEDULE SEE SCHEDULE O 5' °^ Q}x4xo'-514', TYP to SECTION J W M 10 9' �' A307 THROUGH 400 SCALE: 1 1/2" = 1'-0" 2x6 STUDS O 16' C/C 2x6 STUDS 016' C/C 2x6 1.3 E w Lu m TIMBERSTRAND LSL Lu O W C BOLT, 3' GA, TYP LL S400 7" OF 4 STUDS O 16' C/C (j) Do° i 2 SECTION Z 00 z �1hx5Vzx1'-0" JU ite 400 SCALE: 1 1/2" = 1'-0" w O t x 6 x O'-11}' A3 CLEVIS W/ 1"6 PIN SIMPSON A35 CLIP O [—L u V o SIMPSON HTS16 EACH END oi (J Z TENSION STRAP INSIDE OF SEE DETAIL 6/S500 FOR >- Q 1"71 A36 ROD =_= 6x6 BLOCKING BETWEEN BLOCKING BETWEEN W 16 CONNECTION Iii ,,�t I.L. Z O TJI RAFTERS TJI RAFTERS 2 "v O in BLOCKING AT SIMPSON ROOF SHEATHING Q O STRAP 12 SEE SCHEDULE I. NAILS 0 4" C/C ROOF SHEATHING 10d NAILS O 4" C/C z Q F } Q LT.I SEE SCHEDULE 2x8 BETWEEN JOISTS 2xB BETWEEN JOISTS U Z V O W a 1' TURNBUCKLE Y4 12 w N ' = LL BLOCKING BETWEEN (4) 16d NAILS ROOF SHEATHING Y4 (4) 16d NAILS ROOF SHEATHING O O fV �j W -3• TJI RAFTERS 12 SEE SCHEDULE 12 SEE SCHEDULE d co d M Y2z6xo'-11' 18" TJI/560 Ya I Ys M. 18" TJI/560 C12x20.7 Ne W 16x40 BEYOND STORE #: 251 o- VULCRAFT 1.5 B22 11 it%' TJI/210 PROJECT #: 01220-031 n 5400 SIM SIMPSON HS 111'-4' 112'-0- 18' TJI/560 EACH n.u1E BLOCKING TIGHT ISSUE ARK CONCEPT: 44 BETWEEN FLANGES BLOCKING TIGHT HSS 2 x 2 x V4 =- 5}" x 12' GLULAM BETWEEN FLANGES 111'-4' DESIGN MANAGER MELISSA BODWAY _..._..................-._..-.._._. _.___. BEARING ON 6x6 SIMPSON H8 LEED®AP: - HSS 4 z 4 x V4 CRIPPLE AT EACH SIMPSON H8 110'-o" ....____ ..._ -- END (4) 16d NAILS PER ROW, SIMPSQN MIU3.56/18 L 3 x 3 x Vi ROWS AT 12' C/C, EACH 4z6 BLOCKING BETWEEN HANGER CHECKED BY: �� }x4x0'-514', TYP FACE STUDS BEARING ET 2x6 Revision Schedule CRIPPLE AT EACH END Sb" x 18' GLULAM HSS 4 x 4 z Y47 GLULAM HEADER, SEE 710'-0" 710'-0" BLOCKING BETWEEN Rov Date Deacrlptlon i' A307 THROUGH PLANGLULAM HEADER, STUDS BEARING ON 2 23 15 PERMIT CONST M 2- hp H° BOLT, 3- GA, TYP SEE PLAN 2z6 CRIPPLE AT 1 309 16 REVISION MF ?A 2- OF 4. EACH END 6 z 6 DOUG FIR GLULAM HEADER, SEE PLAN SHEET TITLE: ROOF FRAMING s SECTION SECTION s SECTION s SECTION DETAILS S40O SCALE: 3/4" = 1'-0" 4OO SCALE: 3/4" = 1'-0" 4O SCALE: 3/4" = 1'-0" 400 SCALE: 3/4" = i'-0" SCALE: AS SHOWN SHEET NUMBER: 0 S400 05/1016 4:0spm 6 (—) N \=5 RMCi5\151W - SiMB M - — ! Y gfte\SW—\2-15-15 Struelvd\15120-Se do 4'-0" 2x6 FASTENED TO / RAFTER MATH (2) 16d SIMPSON H2.5- NAILS O 12" C/C / 2.4 BLOCKING J ROOF RAFTERS, 2x6 O 16" C/C� SEE PLAN 2 SECTION 5o SCALE: 3/4" = 1'-O" SEE SCHEDULE BLOCKING BETWEEN RAFTERS DOUBLE TOP PLATE (TOP PLATE BEVELED) SHEATHING, SEE SCHEDULE C 12x20.7 A325 BOLT 2x6 STUDS TYPICAL OF 3 ° 4b" PLATE 4x12 BLOCKING 16d NAILS 41e SHEATHING, IC 4b x B x 0'-9" SEE SCHEDULE 0 1�4Ax Bx0'-9" '�Y16d NAILS o o SHEATHING, NOT SHOWN 2x6 STUDS o W x 4" LAG SCREW 4x12 BLOCKING TYPICAL OF 6 1Y x 4" LAG SCREW 44 A325 BOLT TYPICAL OF 6 TYPICAL OF 3 4e" PLATE C 12x20.7 4 SECTION s SECTION 5OO SCALE: 1" = 1'-0" 5OO SCALE: 1" = 1'-0" 2x8 BOLTED (COUNTER SUNK) TO STEEL BEAM WITH a" BOLTS 2x6 BOLTED TO TOP O 24" C/C STAGGERED FLANGE WITH (2) )}' WALL OOF SHEATHING BOLTS O 24" C/C SHEATHING, SEE S REDUCE SEE SCHEDULE —l• SHEATHING, 2x6 O 16" C/C SEE SCHEDULE �TJI JOIST, SEE I �L 4 x CREWS H (2) }" �l\\\�--BBOLTS AND (2) J" x 4" LAG SCREWS LAG SND PACK FULL WIDTH OF BEAM s SECTION 500 SCALE: 3/4" = 1'-0" BSOD 8 SW" GLUCAN TYPICAL REDWOOD 2x2's 5S5 v." S W SIDE PLATES O Ye" THRU BOLTS Ye" THRU BOLT! — -- BOTTOM PLATE HSS 4x4xVi HSS W 14x22 `SIMPSON ITS2.06/ SECTION 500 s SECTIONs SECTION 500 SCALE: 1" = 1•-0" 500 SCALE: 1" = 1'-0" oaAe/ie 4.0e ,, ff (mq N:\M5 axaccrsVvao - sr— - aa,e S—\15uo-ssa g 6j' Y" 110'-0" BOTTOM PLATE HSS 4e K -1-o'\ SECTION 5o0 SCALE: 1" = 1'-0" GLULAM 4'4" THRU E HSS 0E PLATES 5'A" GLULAM IDE PLATES 11 SECTION S55o SCALE: 1" = 1'-0" t ELEVATION 500 SCALE: 1/2" = V-0- R. 3W GLULAM 5%" GLULAM HANGER WITH (22) 16d NAILS IN FACE AND (10) 10d NAILS IN JOIST (HOT DIP GALVANIZED) r21 SECTION 55SCALE: 1" = 1'-0" vo STONE VENEER PLYWOOD SHEATHING 2x2's J' LAG SCREW MATH MIN. 3" PENETRATION INTO POST OR BLOCKING, TYPICAL OF 3 AWNING FRAME BY OTHERS FTERS IDLE 6x6 DOUG -FR ©m+eruaxxs cow cowux STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206)318.1575 BRIAN SEYFFRTH 8 ASSOCIATES, INC. PROFESSIONAL ENGINEER BSA #15120 SHEET TME: FRAMING DETAILS 13 AWNING CONNECTION DETAIL SCALE: AS SHOWN 550 SCALE: 3/4" = 1'-0" SHEET NUMBER S500 F- J W Lu W " LL CD } ( V C/) 00 F - ZZ -J o O p IL W U (� Z w Z — Lu 06 a 0_ � �r o Q u) z Q >- Q W wZ wW ILL U" irM °coD : a a STORE #: 251 PROJECT* 01220-031 CASEWORK CONCEPT: ISSUE DATE: DESIGN MANAGER MELISSA BODWAY LEED®AP: PRODUCTON DESIGNER: CHECKED BY: SHEET TME: FRAMING DETAILS 13 AWNING CONNECTION DETAIL SCALE: AS SHOWN 550 SCALE: 3/4" = 1'-0" SHEET NUMBER S500 DOUBLE TOP PLATE 118'-6" WALL SHEATHING, ATHING, SEE SCHEDULE DULE 2x8 STUDS 0 16" C/C (2) 10d NAILS 0 8" C/C (2) 10d NAILS 0 8" C/C (2) 2x8 BOLTED TO TOP FLANGE WITH (2) 2'-3j" BOLTS 0 24" C/C ROOF SHEATHING SEE SCHEDULE 110'-0" 4)_ 11l%" ul/zto , (2) 2x8 BOLTED TO TOP Y FLANGE WITH (2) 110'-0" BOLTS 0 24" C/C LVL HEADER, SEE PLAN 2 SECTION 5501 SCALE: 3/4" = 1'-0" 0 2x6 STUD REDWOOD 2x2's 016" C/C 6" 51b" GLULAM TYPICAL 1" STEEL SADDLE WITH (2) THRU BOLTS SHEATHING SEE SCHEDULE SIMPSONBLOCKING AT STRAP o SIMPSON H8 STRAP, TYPICAL 110'-O" ® BEARING SEE PLAN CRIPPLE STUD I 2x6 DOUG -FIR SIMPSON HU5.125/12 HANGER WITH (22) 16d NAILS IN FACE AND (8) 16d W 14x34 WEB NAILS IN JOIST (HOT DIP GALVANIZED) 4 SECTION 5501 SCALE: 1 1/2" = 1'-0" GLULAM HEADER, SEE PLAN S° DOUBLE TOP PLATE 7T SHEATHING SEE SCHEDULE PLATE r x 3 TJI JOIST, EA SIDE OF 1 SEE PIAN TYPICAL 2x6 1.3E TIMBERSTRAND 5i" x 18" LSL STUDS 0 16" GLULAM C/C BETWEEN STUDS BEARING AT TJI SEE PLAN CRIPPLE STUD SIMPSON MIU3.56/18 2x6 DOUG -FIR - HANGER s SECTION 5501 SCALE: 3/4"=1'-0" 0/16/16 C WR C (N-1) N:\�5 PRO C15\15 ]6 - 6TIRB11 - — : Ywny6�0\swcWrtl\2-16-15 6wchxJ\ 5116-5"AI.Ep ROOF SHEATHING, C SEE SCHEDULE �©m+i 6unaurxamrs66 cawxrn�sunaurxacarsEs cawun� STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206)318-1575 BRIAN SEYFENTH & ASSOCIATES, INC. t I PROFESSIONAL ENGINEER BSA #15120 W co _ M W LL N c O WO O O Iy W (-) >_ Z wz O a C-6 =) =) U) Z Q Q ~ w W UZ p C) LU LL w w = LL N � M of C43 n IL a STORE M 251 PROJECTM 01220-031 CASEWORK CONCEPT: ISSUE DATE: DESIGN MANAGER MELISSA BODWAY LEED®AP: PRODUCTION DESIGNER: CHECKED BY: SHEET TITLE: FRAMING DETAILS SCALE: AS SHOWN SHEET NUMBER: S501 METHOD OF GROUTING CMU WALLS 1. LOW LIFT GROUTING PROCEDURE -- GROUT POURS < 5'-0" a o A ALL REINFORCED HOLLOW UNIT MASONRY SHALL BE BUILT TO PRESERVE THE UNOBSTRUCTED VERTICAL CONTINUITY OF THE CELLS W TO BE FILLED. WALLS AND CROSS WEBS FORMING SUCH CELLS TO BE TOW = 99'- FlLLED SHALL BE FULL -BEDDED IN MORTER TO PREVENT LEAKAGE OF W AFTER LOWER SECTION OF GROUT. ALL HEAD (OR END) JOINTS SHALL BE SOLIDLY FILLED IS AGROUTED, NEXT 5' o } NTH MORTAR FOR A DISTANCE IN FROM THE FACE OF THE WALL OR O WALL MAY BE 35 UNIT NOT LESS THAN THE THICKNESS OF THE LONGITUDINAL FACE CONSTRUCTED AND SHELLS. BOND SHALL BE PROVIDED BY LAPPING UNITS IN AND GROUTED o iV SUCCESSIVE VERTICAL COURSES OR BY EQUIVALENT MECHANICAL CIVIL Q ANCHORAGE. 00 O B. VERTICAL CELLS TO BE FILLED SHALL HAVE VERTICAL ALIGNMENT :TEP TOP OF i SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED CONTINUOUS :ONCRETE 6- - ------------ Z VERTICAL CELL MEASURING NOT LESS THAN 2' x 3'. w Z _ 0 C. PLACE VERTICAL STEEL INTO CELLS WITH ENOUGH STEEL EXTENDING ly TO PROVIDE PROPER LAP SPLICE, 48 DIAMETERS. •i G O~ 12'-0" D. GROUT CELL, STOPPING GROUT 1 1/2' BELOW TOP OF UNIT OR OVER O WLL CLEANOUT NOT REOD HORIZONTAL STEEL VMICH SHALL BE FULLY EMBEDDED IN GROUT. w = IF TOTAL GROUT POUR aM wco3: IS LESS THAN 5'-0' E EXPANDED METAL MESH OR OTHER MATERIAL THAT WILL NOT STORE #: 251 PROJECT #: INTERFERE WITH BOND MAY BE LAID ON TOP OF UNIT TO PERMIT e ° BOND BEAMS AND HORIZONTAL MEMBERS TO BE GROUTED IN WITHOUT ISSUE DATE: , FULLY GROUTING THE WALL IF THIS IS PERMITTED. MELISSA BODWAY LEED®AP: F. WHEN THE GROUTING IS STOPPED FOR ONE HOUR OR LONGER, LOW LIFT GROUT HORIZONTAL CONSTRUCTION JOINTS SHALL BE FORMED BY STOPPING THE POUR OF OF GROUT NOT LESS THAN 1 1/2' BELOW THE UPPER MOST UNIT GROUTED. HORIZONTAL STEEL SHALL BE FULLY EMBEDDED RECON DATE THE GROUT AFTER THE GROUT IN AN UNINTERRUPTED POUR. EXCESS WATER HAS LED! ABSORBm INTO THE MASONRY (3 TO 5 MINUTES) )<z" BAR CANE BOLT t )ix2xO'-2 W/ Y'Q HOLE, TYP. STEEL DECK Wo WEEP HOLES AT 12' 0/C 1h 2 C5X6.7 SLOTTED HOLE, Yx8 HSS 4z4xY x W/ (2) )¢'0 EXP. BOLT. (2) )¢70 EXP. B :: OLT II s CANE BOLT DETAIL 600 SCALE: 3" = 1'-0" m/le/la 4:09^ ff (tel) 1,\W5 PRQECIS\tst]0 - STIABNIXS - 3 YanpIYJ\SbucWrdV-ll-ts SbucOrd\15t2U-SBd4Ep 2'-6" MIN. LAP PLACE ONE VERTICAL REINFORCEMENT AT CORNER TOP k BOTTOM REINFORCEMENT NOTE: SEE SECTIONS FOR a VERTICAL REINFORCEMENT SIZE AND PLACEMENT 8" CORNER REINFORCING S, 600 SCALE: 3/4" = 1'-0' 8' CMU a HSS 6x6xY C5x6.7 L 2x2x2xi(e 1 WLCRAFT - 1.5C1B DECK HEAVY DUTY GATE HINGE 3 PER GATE LEAF i4 DETAIL 6J SCALE: 3" = 1'-0" 5 DETAIL 600 SCALE: 3" = 1'-0" - YLAIt, MLU 2 TIGHT ?AFT 1.5C18 DECK 6" Y DUTY GATE HINGE GATE LEAF Ix6xY 7 I Q Q ° Q Q a i --- - ------- Q SEE CIVIL 2 �� ssoo i 14 8" 6" CONCRETE SLAB W/ --- 6x6 W2.1xW2.1 WWF � Q Q TOC = 1 Q O i SUPPORT FOR SCREEN, VERIFY DIMENSIONS W1TH ARCHITECT, TYPICAL STEP TOP OF CONCRETE 6' 7' 2'-0" 3 5600 11 DUMPSTER ENCLOSURE FOUNDATION PLAN - - -V SCALE: 1/2„ = 1'-O" I 4-7' 3 SECTION 600 SCALE: 3/4" = 1'-0" 16x6xa VT CRAFT 1.5C18 DECK, V, PAINT 6.7 ER, WELD k ND SMOOTH. 'ICAL CONCRETE FOUNDATION TE �x 12x1' -O" 1 (4) 3' z B" DED ANCHOR TS DRY PACK GROUT #5 HORIZONTAL #5 VERT 0 24" 0/C k' EXPANSION MATERIAL 6' CONCRETE SLAB W/ 6x6 W2.1xW2.1 WWF ON COMPACTED SUSGRADE (2) #5 CONT. TNrB -41 PRECAST CONCRETE CAP 8' BOND BEAM WITH (1) #5 HORIZONTAL CONT. 8' CMU W1 kB LADDER STYLE REINF O 16" 0/C. GROUT ALL CELLS SOUD. 8" BOND BEAM WITH (1) #5 HORIZONTAL CONT 04 x 64 0 24" 0/C 4 ..... ...... ... c z +L s I #5 0 24' 0/C nL b 8 M (3) #5 HORIZONTALS V-4" 2 SECTION 600 SCALE: 3/4" = 1'-0" STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318.1575 BRIAN SUMTH & ASSOCIATES, INC. .t5v PROFESSIONAL ENGINEER BSA #15120 a o W M W o o TOW = 99'- ILLL o } HSS 6z6za V f� Do o iV SEE CIVIL Q 00 O O :TEP TOP OF i it :ONCRETE 6- - ------------ Z w Z _ 0 Iii ly Z Q G O~ 12'-0" 0" 2' 2'-0' O WLL 16'-0" TOC = 1 Q O i SUPPORT FOR SCREEN, VERIFY DIMENSIONS W1TH ARCHITECT, TYPICAL STEP TOP OF CONCRETE 6' 7' 2'-0" 3 5600 11 DUMPSTER ENCLOSURE FOUNDATION PLAN - - -V SCALE: 1/2„ = 1'-O" I 4-7' 3 SECTION 600 SCALE: 3/4" = 1'-0" 16x6xa VT CRAFT 1.5C18 DECK, V, PAINT 6.7 ER, WELD k ND SMOOTH. 'ICAL CONCRETE FOUNDATION TE �x 12x1' -O" 1 (4) 3' z B" DED ANCHOR TS DRY PACK GROUT #5 HORIZONTAL #5 VERT 0 24" 0/C k' EXPANSION MATERIAL 6' CONCRETE SLAB W/ 6x6 W2.1xW2.1 WWF ON COMPACTED SUSGRADE (2) #5 CONT. TNrB -41 PRECAST CONCRETE CAP 8' BOND BEAM WITH (1) #5 HORIZONTAL CONT. 8' CMU W1 kB LADDER STYLE REINF O 16" 0/C. GROUT ALL CELLS SOUD. 8" BOND BEAM WITH (1) #5 HORIZONTAL CONT 04 x 64 0 24" 0/C 4 ..... ...... ... c z +L s I #5 0 24' 0/C nL b 8 M (3) #5 HORIZONTALS V-4" 2 SECTION 600 SCALE: 3/4" = 1'-0" STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318.1575 BRIAN SUMTH & ASSOCIATES, INC. .t5v PROFESSIONAL ENGINEER BSA #15120 SHEET TITLE: SITE AMENITIES SCALE: AS SHOWN SHEET NUMBER: S600 J W M W ILLL o } V f� Do ~ ZZ 00 O O [L— Lu } Q Z w Z _ 0 Iii ly Z Q G O~ w Z O WLL w N w = LL U') aM wco3: STORE #: 251 PROJECT #: 01220-031 CASEWORK CONCEPT: ISSUE DATE: DESIGN MANAGER: MELISSA BODWAY LEED®AP: PRODUCTION DESIGNER: CHECKED BY: SHEET TITLE: SITE AMENITIES SCALE: AS SHOWN SHEET NUMBER: S600 TABLE 1705.2.2 N AND INSPECTION OF CONCRETE CONSTRUCTION REQUIRED VERIFICATIOco VERIFICATION AND INSPECTION TASK CONTINUOUS DURING TASK LISTED REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION OTHER THAN STRUCTURAL STEEL REFERENCED VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCE STANDARD L 1. Material verification of cold -formed steel deck: STANDARD REFERENCE 1. Inspection of reinforcing steel, including o. Identification markings to conform to ASTM standards specified _ X Applicable ASTM 1910.4 in the approved construction documents. - material standards 4. Verify use of proper materials, densities and lift b. Manufacturer's certified test reports. - X thicknesses during placement and compaction of X 2. Inspection of welding: _ accordance with Table 1705.2.2, Item 2b. a. Cold -formed steel deck: intermediate and special moment frames, and boundary X _ elements of special structural walls of concrete and shear reinforcement. 3) Shear reinforcement. X 4) Other reinforcing steel. - X i) Floor and roof deck welds. - X AWS D1.3 STARBUCKS COFFEE It. Reinforcing steel: - X COMPANY 1) Verification of weldability of reinforcing steel other than ASTM _ X 2401 UTAH AVENUE SOUTH A 706. 4. Inspection of anchors post -installed in SEATTLE, WASHINGTON 98134 2) Reinforcing steel resisting Flexural and axial forces in ACI 318: 1809 1 (206)318-1575 3.8.6, 8.1.3, 21.2.8 5. Verifying use of required design mix. - X BRIAN SEYFERTH & ASSOCIATES, INC. 1904.2, 1910.2, 1910.3 6. At the time fresh concrete is sampled to ASTM C 172 fabricate specimens for strength tests. X _ FOR SI: 1 inch = 25.4mm. 1910.1 perform slump and air content tests, and a. Where applicable, see also Section 1705.11, Special inspection for seismic resistance. ACI 318: 5.6, 5.8 determine the temperature of the concrete. 7. Inspection of concrete and shotcrete X _ ACI 318: 5.9, 5.10 PROFESSIONAL ENGINEER placement for proper application techniques. BSA #15120 8. Inspection for maintenance of specified _ X ACI 318: 5.11-5.13 1910.9 curing temperature and techniques. 9. Inspection of prestressed concrete: a. Application of prestressing forces. X _ ACI 318: 18.20 _ b. Grouting of bonded prestressing tendons X ACI 318: 18.16.4 in the seismic force -resisting system. 10. Erection of precast concrete members. - X ACI 318: Ch. 16 - 11. Verification of in-situ concrete strength, prior to stressing of tendons in post -tensioned concrete and prior to - X ACI 318: 6.2 - removal of shores and forms from beams and structural slabs. 12. Inspect formwork for shape, location and dimensions of the concrete member being - X ACI 318: 6.1.1 - formed. FOR SI: 1 inch - 25.4mm. w W M W a. Where applicable, see also Section 1705.11, Special inspection for seismic resistance. in M b. Specific requirements for special inspection shall be included in the research report for the anchor issued by an approved source inspection it C (•- O accordance with ACI 355.2 or other qualification procedures. Where specific requirements shall be specified by the registered design professional and shall requirements are not provided, special be approved by the building official prior to the /f1 (n DO commencement of the work. Z Z LU 0 O EW (.)>_6j00 i Z 0 Wots aQ >. W LU U Z U O W wN w�= LL � M IX Cl) o. a. STORE #: 251 PROJECT #: 01220.031 CASEWORK CONCEPT: ISSUE DATE: DESIGN MANAGER MELISSA BODWAY LEED®AP: PRODUCTION DESIGNER: CHECKED BY: Revision schedule Rbv Drib By Description 2/23/15PERMIT CONST 1 3709/16 NEW SHEET SHEET TITLE: INSPECTION NOTES SCALE: AS SHOWN SHEET NUMBER: S700 OS/1e/IB a:Oepm. 6 (.r-1) x:\1015 PRO.EC15\151M - SLARBaIXS - 01ntl ! Ywn96dtl\Sbucturd\I-16-15 6WCGrtl\15120-SxXLtlp TABLE 1705.3 LL N AND INSPECTION OF CONCRETE CONSTRUCTION REQUIRED VERIFICATIOco VERIFICATION AND INSPECTION TASK CONTINUOUS DURING TASK LISTED PERIODICALLY DURING TASK LISTED REFERENCED IBC VERIFICATION AND INSPECTION CONTINUOUS PERIODIC STANDARD REFERENCE 1. Inspection of reinforcing steel, including _ X AG 318: 3.5, 7.1-7.7 1910.4 prestressing tendons, and placement. - X 4. Verify use of proper materials, densities and lift 2. Inspection of reinforcing steel welding in thicknesses during placement and compaction of X AWS D1.4 _ accordance with Table 1705.2.2, Item 2b. AWS D1.4 ACI 318: Section 3.5.2 intermediate and special moment frames, and boundary X _ elements of special structural walls of concrete and shear reinforcement. 3) Shear reinforcement. X 4) Other reinforcing steel. - X TABLE 1705.3 LL N AND INSPECTION OF CONCRETE CONSTRUCTION REQUIRED VERIFICATIOco VERIFICATION AND INSPECTION TASK CONTINUOUS DURING TASK LISTED PERIODICALLY DURING TASK LISTED REFERENCED IBC VERIFICATION AND INSPECTION CONTINUOUS PERIODIC STANDARD REFERENCE 1. Inspection of reinforcing steel, including _ X AG 318: 3.5, 7.1-7.7 1910.4 prestressing tendons, and placement. - X 4. Verify use of proper materials, densities and lift 2. Inspection of reinforcing steel welding in thicknesses during placement and compaction of X AWS D1.4 _ accordance with Table 1705.2.2, Item 2b. 5. Prior to placement of compacted fill, observe subgrade ACI 318: 3.5.2 X 3. Inspection of anchors cast in concrete ACI 318: 1908.500, 1909.100, where allowable loads have been increased - X 8.1.3, 21.2.8 0.000 or where strength design is used. 4. Inspection of anchors post -installed in _ X ACI 318: 1809 1 hardened concrete members°. 3.8.6, 8.1.3, 21.2.8 5. Verifying use of required design mix. - X ACI 318: Ch. 4, 5.2-5.4 1904.2, 1910.2, 1910.3 6. At the time fresh concrete is sampled to ASTM C 172 fabricate specimens for strength tests. X _ ASTM C 31 1910.1 perform slump and air content tests, and ACI 318: 5.6, 5.8 determine the temperature of the concrete. 7. Inspection of concrete and shotcrete X _ ACI 318: 5.9, 5.10 1910.6, 1910.7, 1910.8 placement for proper application techniques. 8. Inspection for maintenance of specified _ X ACI 318: 5.11-5.13 1910.9 curing temperature and techniques. 9. Inspection of prestressed concrete: a. Application of prestressing forces. X _ ACI 318: 18.20 _ b. Grouting of bonded prestressing tendons X ACI 318: 18.16.4 in the seismic force -resisting system. 10. Erection of precast concrete members. - X ACI 318: Ch. 16 - 11. Verification of in-situ concrete strength, prior to stressing of tendons in post -tensioned concrete and prior to - X ACI 318: 6.2 - removal of shores and forms from beams and structural slabs. 12. Inspect formwork for shape, location and dimensions of the concrete member being - X ACI 318: 6.1.1 - formed. TABLE 1705.6 REQUIRED VERIFICATION AND INSPECTION OF SOILS VERIFICATION AND INSPECTION TASK CONTINUOUS DURING TASK LISTED PERIODICALLY DURING TASK LISTED 1. Verify materials below shallow foundations are adequate _ X to achieve the design bearing capacity. 2. Verify excavations are extended to proper depth and _ X have reached proper material. 3. Perform classification and testing of compacted fill materials. - X 4. Verify use of proper materials, densities and lift thicknesses during placement and compaction of X - compacted fill. 5. Prior to placement of compacted fill, observe subgrade _ X and verify that site has been prepared properly. BRIAN SEYFERTH & ASSOCIATES, INC. ENGINEE 5583 South Prince Street Littleton, Colorado 80120 Office (303) 797-7772 Facsimile (303) 797-7773 Structural Calculations for Starbucks Restaurant at 3210 Youngfield Street Wheat Ridge, Colorado <: s 2632 ' March 9, 2016 � -o : � -= Table of Contents Introduction Roof Framing High Roof Framing Headers & Beams Canopies Wall Studs Shade Structure Lateral Design Seismic Analysis Foundation Design Trash Enclosure Light Pole Foundation 1-4 5-48 49-53 54-64 65-76 72-83 84-101 102-129 130-136 137-138 139 140-142 EP { /4 S'oovl F2-oo,rZ Liv& L� �D MSB ,�--- DJS044T/64/ T-7 r F" lkJ W).4 [) Ms MPN EAP? C Zv1Z- TBG 2i _u Z4 rr 2 2 iD.S z t 1Z,7 7' i) �S Z PROJECT: ST�.�,�ckS ZI b `%00-kTFiELD ST, BRIAN SEYFERTH & ASSOCIATES, INC. PROFESSIONAL ENGINEEF PROJECT NO: I512o DRAWN: CDC CHECKED: DATE: ' j7111 IS REVISED: I TITLE: SHEET: j 40 r (5 NaeT DIRT 71o4) 3 4 S � 43 7 Z- /�; 4) P,QfL R57 rACToP— / t I 15_ t ✓ t sib co _ (4)h, = (4(3') 2 Utz l pT +r`1 Ml� F. PROJECT: r -- BRIAN SEYFERTH & ASSOCIATES, INC PROFESSIONAL ENGINEEI PROJECT NO: !zd DRAWN: (L)C CHECKED: DATE: " / 1''t 1 REVISED: TITLE: SHEET: Z 01.11=ali`i�l' oo PC - 17,7 y7.2 -PF�� } lam- p TQ L ce ++ 1 �T .. 7' 07' he 18'- Z - 13'-0 = 1'-Z 6'Z x,17 lvla5r 3 4 Lu 4 � io - !, 5 35 4Z 5 40 r (5 NaeT DIRT 71o4) 3 4 S � 43 7 Z- /�; 4) P,QfL R57 rACToP— / t I 15_ t ✓ t sib co _ (4)h, = (4(3') 2 Utz l pT +r`1 Ml� F. PROJECT: r -- BRIAN SEYFERTH & ASSOCIATES, INC PROFESSIONAL ENGINEEI PROJECT NO: !zd DRAWN: (L)C CHECKED: DATE: " / 1''t 1 REVISED: TITLE: SHEET: Z Co) % 2 S4/ow./ MN" : 30 V- 1 .4 -3 \ 40 ` = Z,7' -75 4 ' 2 5) PROJECT: BRIAN SEYFERTH & ASSOCIATES, INC _._ Svol/ Mzc1,= 30 X x = 1+15 " PROFESSIONAL ENGINEE( PROJECT NO: )6J12Q DRAWN: C 041 CHECKED: DATE: REVISED: TITLE: SHEET: 3 City cit Wheat id e QUICK CODES cot ,,41UN1TY DEVkLt?PMEN The Building Division is currently operating under the following codes: 2012 International Building Code 2012 International Property Maintenance Code 2012 International Mechanical Code 2012 International Energy Conservation Code 2012 International Plumbing Code 2012 International Fire Code 2012 International Residential Code 2012 International Fuel Gas Code 2014 National Electrical Code NFPA 99 Standards for Health Care Facilities, 2015 Edition Uniform Code for the Abatement of Dangerous Buildings, 1997 Edition 2009 ANSI Al 17.1 Accessible and Usable Facilities Attic Access: 22" X 30" Crawl Space Access: 18" X 24" Drywall: Screws: 12" on ceilings Nails: 7" on ceilings 16" on walls framed 16" on center 8" on walls 12" on walls framed 24" on center Frost Level: 36" below grade Snow Load: 30 Lbs. Sq. Ft. Wind Load: 105 MPH 3 -second wind gust Exposure: C Seismic Zone: B Insulation: R-19 walls R-38 ceilings R-19 crawlspaces Minimum Space Heating System — Replacements: Gas Furnaces 80% AFUE Gas Boilers 80% AFUE New Construction: Gas Furnaces 80% AFUE Gas Boilers 80% AFUE Ducts: Non -Conditioned Space R-5 Outside Building R-8 Water Heaters: High & Low combustion air ducting is required at a rate of 1 sq, in. per 2000 BTUs Arc Fault: Required in Bedrooms and other locations per 2014 NEC Attic/Crawl Space Venting: 1 Sq. Ft. of vent per 150 Sq. Ft of space vented Vapor Barrier: Required under all slabs under habitable space Roofing: Ice and Water shield two (2) feet in from exterior wall (eaves); 6 nails per shingle required; 2 layers allowed, must tear off all layers if doing any tear -off. See Policy BD -10-002 for additional requirements. Flat Work: Minimum 4" depth for all residential work Foundation Standards: Engineered design and inspection required by engineer of record. Windows: All new windows shall meet egress except windows in existing basement bedrooms. (5.7 Sq. Ft. of openable space). Window height from floor to openable area on window max height is 44". All existing windows shall comply with Policy BD -10-003. Bedroom Occupancy: 70 Sq. Ft. Minimum. At 70 Sq. Ft. 1 person allowed in a room; will need additional 50 Sq. Ft. for each additional person. Rev. 12/2014 1-4x> k 11 - T`/P IC4 C, 301: SRNA = 32 SNOW aeAD Lo 4,D = t e, I-),/- 4'�...�_._._ 18' � TZ 1 5, U hl 1 Tk( q� / -A LL ,N—T, 6 �F41 ' i_./ 2 t Z- R , 8 PROJECT: BRIAN SEYFERTH & ASSOCIATES, INC Iw " PROFESSIONAL ENGINEEI IPROJECT NO: r5JED DRAWN: CHECKED: DATE:` REVISED: TITLE: SHEET: L� SOLUTIONS REPORT Levet, Roof. Joist O R T Current Solution:: 1 piece(s) 20" TJI® 360 @ 19.2" OC Overall Sloped Length: 32'3 1/2" PASSED System : Roof Member Type : Joist Building Use : Residential Building Code : IBC Design Methodology: ASD Member Pitch : 0.25/12 �n rrooucL Joluaons Depth Series Plies Spacing Wood Volume 18" TJI@ 360 0 16" 1.12 20" TJI® 360 s — 32'Y ZO" TJI@ 360 1 19.2" 0.96 All locations are measured from the outside face of left support (or 1 left cantilever end). All dimensions are horizontal.; Drawing is 16" TJI@ 560 Conceptual 19.2" 1.31 18" TJI@ 560 Design Results Actual 0 Location Allowed Result LOF Member Reaction (Ibs) 1333 @ 4 1/2" 1731 passed (77%) 3.50" 1.15 I Shear (Ibs) 1280 @ 5 1/2" 3059 Passed (42%) 1.15 Moment (ft-Ibs) 9636 @ 16' 1 1/2" 12092 Passed (80%) 1.15 Live Load Defl. (in) 0.855 @ 16' 1 1/2" 1.050 Passed L/442 ( ) -- Total Load Defl. (in) 1.351@ 16' 1 1.575 Passed (L/279) PASSED System : Roof Member Type : Joist Building Use : Residential Building Code : IBC Design Methodology: ASD Member Pitch : 0.25/12 �n rrooucL Joluaons Depth Series Plies Spacing Wood Volume 18" TJI@ 360 1 16" 1.12 20" TJI® 360 1 16" 1.15 ZO" TJI@ 360 1 19.2" 0.96 16" TJI@ 560 1 16" 1.58 16" TJI@ 560 1 19.2" 1.31 18" TJI@ 560 1 16" 1.62 18" TJI@ 560 1 19.2" 1.35 X18" TJI@ 560 1 24" 1.08 20" TJI@ 560 1 16" 1.65 20" TJI@ 560 1 19.2" 1.38 120" TJI@ 560 1 24" 1.10 ne purpose or anis report is tor proouct comparison only. Load and support information necessary for professional design review Is not displayed here. Please print an individual Member Report for submittal purposes. Forte Software Operator Ch:'Is Ca!ey Brian Seyferth 8 Assoc;ales (303)797-7772 rh.^.sCsey;erth cam Job Notes ' 215/2015 3:29:49 PM Forte v4.6, Design Engine: V6.1.1.5 i I i Page 1 of 1 a I MEMBER REPORT Level, Roof., Joist 1 piece(s) 18" TJI® 560 @ 24" OC Overall Sloped Length: 32' 3 7/16" O O 32' 3" E 92 All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. PASSED Veslgn Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) I System : Roof Member Reaction (lbs) 1643 @ 4 1/2" 1984 (3.50") Passed (83%) 1.15 1.0 D + 1.0 S (All Spans) :. Member Type : Joist Shear (lbs) 1580 @ 31' 9 1/2" 3485 Passed (45%) 1.15 1.0 D + 1.0 S (All Spans) Building use : Residential I Moment (Ft -lbs) 12017 @ 16' 1 1/2" 16733 Passed (72%) 1.15 1.0 D + 1.0 S (All Spans) Building Code : IBC Live Load Deft. (in) 0.906 @ 16' 1 1/2" 1.050 Passed (L/417) -- 1.0 D + 1.0 S (All Spans) ! Design Methodology: ASD Total Load Defl. (in) 1.441 @ 16' 1 1/2" 1.575 Passed (L/262) -- 1.0 D + 1.0 S (All Spans) iMember Pitch: 0.25/12 Deflection criteria: LL (L/360) and TL (L/240). Bracing (Lu): All compression edges (top and bottom) must be braced at 5' 7" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - Blocking Panels are assumed to carry no loads applied directly above them and the full bad is applied to the member being designed I Loads Bearing Length I Loads to Supports (lbs) ------ - - Supports Total Available Required Dead Snow Total Accessories 1 - Beveled Plate - HF 5.50" 5.50" 2.37" 581 1062 1643 Blocking 2 - Beveled Plate - HF 5.50" 5.50"- 2.37" 581 1 1062 1643 Blocking - Blocking Panels are assumed to carry no loads applied directly above them and the full bad is applied to the member being designed I Loads Location spadng Dead Snow (11.90) (1.15) comments 1 - Uniform (PSF) 0 to 32' 3" 24" 18.0 30.0 Roof i 2 - Tapered (PLF) 0 to 4'6" N/A - 42.0 to 0.0 3 - Tapered (PLF) 27'9' to 32'Y N/A - 0.0 to 42.0 Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator ( Forte Software Operator Job Motes 9r;an Seq`erm 8 Associates (3031797-77%2 Ch' -'s Vse'lenh Con) {tctj s� 5TAINAKE FORESTRY WIT ATIVE' 2/5/2015 3:30:20 PM Forte v4.6, Design Engine: V6.1.1.5 7 Page Iof1 SPArJ = 33'. ,7-5 1/rr C leo �tt�e.J = lel - lG"� { 3.25 ®rl 57 #Fr L>Z-Irr = 27 W/Fr Snl?>ti.l - 30 Wr-r DE'A'D = 12t) 1�1/r-Tz- D tiFr Z. ?-I *,FP PROJECT: BRIAN SEYFERTH & ASSOCIATES, INC PROFESSIONAL ENGINEEI PROJECT NO: 15!710 DRAWN: C / �5E I�j�I TSI 5lv0 ('9 /("1 ev, CHECKED: (Jl,..l I T� ` DATE: 1 z 1,557 L� Z5� REVISED: RI -15-7 Fri i3 .DRI ft Cpl - (✓/IZ )�3�Fr`) TP -1 Zh " C/cl �1, G— U5�s{a-aci"'iIT ' —TO15T L)F I FT - 61 - (46`!2) (3.25 *Fr 4, t,:", "IPa @IiT 1 (tJ+/l?-)(3.7-5 `F12 r 44 USE ICP." TITLE: 5 As{ so�sr Dp—i rr SHEET: 701ST (1 - � �� ������. � A/0"') _ O� MEMBER REPORT Levet, Roof. Joist PASSED F 0 r E 1 piece(s) 18" TH& 560 @ 16" OC Overall Sloped Length: 33' 3 7/16" j 33' 3" 0 t N a All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF I Load: Combination (Pattern) _ Member Reaction (lbs) 1518 @ 4 1/2" 1984 (3.50") Passed (77%) 1.15 1.0 D + 1.0 S (All Spans) Shear (lbs) 1472 @ 5 1/2" 3485 Passed (42%) 1.15 1.0 D + 1.0 S (Ail Spans) I Moment (Ft -lbs) 10953 @ 15' 2 1/8" 16733 Passed (65%) 1.15 1.0 D + 1.0 S (All Spans) I Live Load Dell. (in) 0.977 @ 16'2 3/4" 1.084 Passed (L/399) 1.0 D + 1.0 S (All Spans) I Total Load DeFl. (in) 1.378 @ 16' 4 1/8" 1.625 Passed (L/283) 1.0 D + 1.0 S (All Spans) Deflection criteria: LL (L/360) and TL (1/240). Bracing (Lu): All compression edges (top and bottom) must be traced at 5' 10 3/16" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. to Supports (lbs) bupports Total Available Required Dead Snow Trial Accessories 1 - Beveled Plate - HF 5.50" 5.50" 1.96" 399 1119 1518 Blocking 2 - Beveled Plate - HF 5.50" 5.50" 1.75" 399 882 1281 Blocking • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Loads Location Spacing Dead snow (0.90) (1.15) Comments 1 - Uniform (PSF) 0 to 33'3" 16" 18.0 30.0 Roof j 2 - Uniform (PSF) 0 to 166" 16" - 27.0 3 - Tapered (PLF) 27'9" to 33' 3" N/A - 0.0 to 28.0 System : Roof Member Type :Joist Building Use : Residential Building Code: IBC Design Methodology : ASD Member Pitch: 0.25/12 Weyerhaeuser Notes - - - 5JSTAINAMP FORESTRY INmATIbE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for installation details. 1(www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte Software Operator _ _ __. Job Notes _ - ': Chrs Coley Brian Ssyferih & Assmntlss I (303)797-7772 Chris Cgse; erlh can 2/5/2015 3:39:42 PM Forte v4.6, Design Engine: V6.1.1.5 9 Page 1 of 1 MEMBER REPORT Level, Roof: Joist PASSED 1 piece(s) 18" THO 560 @ 1611 OG Overall Sloped Length: 33'3 7/16" O O 1 , 33' 3" 0 0 All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Acbtal 0 Location Allowed Result LDF Load: Combination (Pattern) J System : Roof Member Reaction (lbs) 1451 @ 4 1/2" 1984 (3.50") Passed (73%) 1.15 1.0 D + 1.0 S (All Spans) Member Type : Joist Shear (lbs) 1408 @ 5 1/2" 3485 Passed (40%) 1.15 1.0 D + 1.0 S (All Spans) Building Use : Residential Moment (Ft -lbs) 10581 @ 15'3 15/16" 16733 Passed (63%) 1.15 1.0 D + 1.0 S (All Spans) Building Code : IBC Live Load Defl. (in) 0.932 @ 16' 3 5/16" 1.084 Passed (L/418) - 1.0 D + 1.0 S (All Spans) Design Methodology: ASD Total Load Defl. (in) 1.334 @ 16'4 9/16" ( 1.625 Passed (L/292) 1.0 D + 1.0 S (All Spans) Member Pitch: 0.25/12 Deflection criteria: LL (L/360) and TL (1./240). Bracing (Lu): All compression edges (top and bottom) must be braced at 5' 117/16" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ' Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator SUVAINAKF FDR-STRy INtPAT11A Forte Software Operator ,lob Notes 2(5/2015 3PIM P c r• — -- Forte v4.6, Design Engine: V6.1.1.5 (303) 797-7172 i cm) V O Page i of 1 Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow :-Total Accessories 'i 1 - Beveled Plate - HF 5.50" 5.50" 1.75" 399 1052 1451 Blocking 2 - Beveled Plate - HF 5.50" 5.50" 1.75" 399 861 1260 Blocking • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to Nle member being designed. Dead Snow Loads Location Spacing (o.90) (1.15) Comments 1 - Uniform (PSF) 0 to 33' 3" 16" 18.0 30.0 Roof 2 - Uniform (PSF) 0 to 16'6" 16" - 23.0 3 - Tapered (PLF) 27' 9" to 33' 3" N/A - 1 0.0 to 28.0 - ' Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator SUVAINAKF FDR-STRy INtPAT11A Forte Software Operator ,lob Notes 2(5/2015 3PIM P c r• — -- Forte v4.6, Design Engine: V6.1.1.5 (303) 797-7172 i cm) V O Page i of 1 MEMBER REPORT Leve(, Roof. Joist 1 piece(s) 18" THO 560 @ 16" OC Overall Sloped Length: 33' 3 7/16" 0 — O s 33'3" 2� All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. ' Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs) 1368 @ 4 1/2" 1984 (3.50") Passed (69%) 1.15 1.0 D + 1.0 S (All Spans) Shear (lbs) 1327 @ 5 1/2" 3485 Passed (38%) 1.15 1.0 D + 1.0 S (All Spans) Moment (Ft -lbs) 10120 @ 15' 6 1/2" 16733 Passed (60%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl.(in) 0.877 @ 16'4 1/16" 1.084 Passed (L/445) -- 1.0 D + 1.0 S (All Spans) _Total Load _Defl. (in) 1.279 @ 165 1/8" _1.625 Passed (L/305) -_ 1.0 D + 1.0 S (All Spans) Deflection criteria: LL (L/360) and TL (L/240). Bracing (Lu): All compression edges (top and bottom) must be braced at 6'1" o(c bracing is required to achieve member stability. unless detailed otherwise. Proper attachment and positioning of lateral • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed Loads Bearing Length Loads to Supports (lbs) Dead Snow (0.90) (1.1s) Comments Supports Total Available Required Dead Snow Total Accessories 1 - Beveled Plate - HF 5.50" 5.50" 1.75" 399 969 1368 Blocking L - Beveled Plate - HF 5.50" 5.50" 1.75" 399 834 1233 Blocking • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed Loads location Spadng Dead Snow (0.90) (1.1s) Comments 1 -Uniform (PSF) 0 to 33' 3" 16" 18.0 30.0 Roof 2 - Uniform (PSF) 0 to 16' 6" 16" 18.0 3 - Tapered (PLF) 27'9" to 33' 3" N/A 0.0 to 28.0 Notes I Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator --- --- -- Forte Software —–0 � Operator Job Notes Brian Se:, e'th & Asscc;ates (3031797-7772 chis 03ayferlh com PASSED System : Roof Member Type : 3oist Building Use : Residential Building Code : IBC Design Methodology: ASD Member Pitch: 0.25/12 SUSTAINAB E FORESTRY 1NiTIATIVE 2/5/2015 3:45:50 PM Forte v4.6, Design Engine: V6.1.1.5 /! Page 1 of 1 E ;" MEMBER REPORT Level, Roof.- Joist PASSED 1 piece(s) 18" THO 560 @ 16" OC 0 Overall Sloped Length: 33' 3 7/16" 33' 3" 0 All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. 0 0 Design Results Actual o Location Allowed Result LDIF Load: Combination (Pattern) Member Reaction (lbs) 1301 @ 4 1/2" 1984 (3.50") Passed (66%) 1.15 1.0 D + 1.0 S (All Spans) Shear (lbs) 1263 @ 5 1/2" 3485 Passed (36%) 1.15 1.0 D + 1.0 5 (All Spans) Moment (Ft -lbs) 9754 @ 15'8 13/16" 16733 Passed (58%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Dell. (in) 0.833 @ 16'4 3/4" 1.084 Passed (L/468) - 1.0 D + 1.0 5 (All Spans) Total Load Defl. (in) 1.234 @ 16'5 5/8" 1.625 Passed (1-/316) 1.0 D + 1.0 S (All Spans) Deflection criteria: LL (1-/360) and TL (1-1240). Bracing (Lu): All compression edges (top and bottom) must be braced at 6'2 3/8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. Bearing Length Suppom Location Total I Available I Required Dead Snow Total .Accessories 1 - Beveled Plate - HF 1 -Uniform (PSF) 5.50" 5.50" 1.75" 399 902 1301 Blocking 2 - Beveled Plate - HF 18.0 30.0 Roof j 5.50" 5.50" 1 1.75" 399 1 813 1212 Blocking • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Loads Location spacing DeadSnow (0.90) (1.15) Comments 1 -Uniform (PSF) 0 to 33'3" 16" 18.0 30.0 Roof j 2 - Uniform (PSF) 0 to 16 6" 16" - 14.0 3 - Tapered (PLF) 27' 9" to 33' 3" N/A - 0.0 to 28.0 Weyerhaeuser Notes i Weyerhaeuser warrants that the siring of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. the of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator System : Roof Member Type: Joist Building Use : Residential Building Code : IBC Design Methodology : ASD Member Pitch: 0.25/12 0 SUSTAINA3lE FOR' "TRY IMT'Arlw Forte Software Operator Job Notes 2/5/2015 3.46.28 PM chq. ; Caen _ --- - - Forte v4.6. Design Engine: V6.1.1.5 i i Brian S .-er;h ° As oci3tes i (303)797-7772 I chits@seyfeah ccm Page 1 Of ) 1 MEMBER REPORT Level, Roof.- Joist 1 piece(s) 18" TJI@ 560 @ 16" OC Overall Sloped Length: 33'3 7/16" 33'3" N 0 All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. 0 PASSED Design Results Actual 0 Location Allowed Result LDF Load: Combination (Pattern) System : Roof Member Reaction (lbs) 1218 @ 4 1/2" 1984 (3.50") Passed (61%) 1.15 1.0 D + 1.0 S (All Spans) Member Type : Joist Shear (lbs) 1183 @ 5 1/2" 3485 Passed (34%) 1.15 1.0 D + 1-0 S (All Spans) Building Use: Residential Moment (Ft -lbs) 9302 @ 16'1/4" 16733 Passed (56%) 1.15 1.0 D + 1.0 S (Ail Spans) Building Code: IBC Live Load Defl. (in) 0.777 @ 16' 5 11/16" 1.084 Passed (L/502) -- 1.0 D + 1.0 5 (All Spans) Design Methodology: ASD Total Load Defl. (in) 1.179 @ 16'6" 1.625 Passed (L/331) 1.0 D + 1.0 S (All Spans) j Deflection criteria: LL (L/360) and TL (L/240). Bracing (Lu): All compression edges (top and bottom) must be braced at 6'4 3/16" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. Member Pitch: 0.25/12 Weyerhaeuser Notes - Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for installation details. (www,woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte software Operator Job Notes chrisCa!e,—_.---- ------ I Briar, Seyfenh & Ass ecia..._ (303)797-7772 I c-rris�sey4e`7h.com i t7j) S;;iIAINABLE FOk'ESTRY INITIATIVE 2/5/2015 3:48:20 PM Forte 0.6. Design Engine: V6.1.1.5 Page 1of1 1 Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories I 1 - Beveled Plate - HF S. So" 5.50" 1.75" 399 1 819 1218 Blocking 2 - Beveled Plate - HF _ 5.50" 5.50" 1.75" 399 786 1185 Blocking • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Dead Snow Loads Location Spacing (0.90) (1.15) Comments 1 - Uniform (PSF) 0 to 33' 3" 16" 18.0 30.0 Roof i 2 - Uniform (PSF) 0 to 166" 16" - 9.0 3 - Tapered (PLF) 27'9" to 33'3" N/A 0.0 to 28.0 Weyerhaeuser Notes - Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for installation details. (www,woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte software Operator Job Notes chrisCa!e,—_.---- ------ I Briar, Seyfenh & Ass ecia..._ (303)797-7772 I c-rris�sey4e`7h.com i t7j) S;;iIAINABLE FOk'ESTRY INITIATIVE 2/5/2015 3:48:20 PM Forte 0.6. Design Engine: V6.1.1.5 Page 1of1 1 MEMBER REPORT Level, Roof: Joist FAILED 1 piece(s) 18" THO 560 @ 24" OC Overall Sloped Length: 33' 3 7116" 0 0 33' 3" 0 E2 All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDIF Load: Combinadan (Pattern) System : Roof i Member Reaction (lbs) 1694 @ 32' 10 1/2" 1984 (3.50") Passed (85%) 1.15 1.0 D + 1.0 S (All Spans) Member Type : hist 1 Shear (lbs) 1637 @ 32' 9 1/2" 3485 Passed (47%) 1.15 1.0 D + 1.0 S (All Spans) Building Use : Residential Moment (Ft -lbs) 13125 @ 16'5" 16733 Passed (78%) 1.15 1.0 D + 1.0 S (All Spans) Building Code : IBC i Live Load Defl. (in) 1.062 @ 16'6 15/16" 1.084 Passed (L/367) - 1.0 D + 1.0 S (All Spans) Design Methodology: Aso Total Load Defl. (in) 1.665 @ 16' 7 1/8" 1.625 Failed (L/234) 1.0 D + 1.0 S (All Spans) Member Pitch: 0.25/12 • Deflection criteria: LL (L/360) and TL (L/240). — -J Bracing (Lu): All compression edges (top and bottom) must be traced at 5'4 1/16" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. Bearing Length Loads to Supports (lbs) i Supports Total Available Required Dead Snow Total Accessories 1 - Beveled Plate - HF 5.50" 5.50" 2.48" 599 1076 1675 Blocking 2 - Beveled Plate - HF 5.50" 5.50" 2.54" 599 1095 1694 Blocking • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. � Dead Snow Loads Location spacing (0.90) (1.15) Comments 1 _U if m (PSF) 0 to 33' 3" 24" 18.0 30.0 Roof i i 2 -Uniform (PSF) 0 to 16' 6"24" - 3.0 j 3 -Tapered (P LF) 27'9" to 33'3" N/A - 0.0 to 28.0 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte Software Operator Cnrfs Crey ' t3, -.an Seyfanh $ �,, oaatas (?03) 797-7772 chri5(Tse, j,ertn. cam Job Notes SUSTAINABLE FORESTRY INITIATIVE 2/5/2015 3.49.40 PM --- -- -- _— - Forte v4.6, Design Engine: V6.1 i 5 (4 Page 1 of 1 SPA4.r * For-. uil ) ry = 5s 16 LL - -7 3 = L/5/7 1, Z.(Z" a R 1170 PROJECT: BRIAN SEYFERTH & ASSOCIATES, INC PROFESSIONAL ENGINEEI PROJECT NO: 15126 DRAWN: CZ�r_ CHECKED: DATE: ? /4115 REVISED: TITLE: SHEET: 15 �1 �" SOLUTIONS REPORT Level, Roof.- Joist � Current Solution:: 1 piece(s) 20" THO 560 @ 24" OC Overall Sloped Length: 34'7 1/2" 0 34' 7" 0 All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.; Drawing is Conceptual Design Results Actual @ Location - Allowed Result LDP Member Reaction (lbs) 1723 @ 4 1/2" 3984 Passed (87%) 1.15 Shear (lbs) 1667 @ 5 1/2" 3847 Passed (43%) 1.15 i Moment (Ft -lbs) 13810 @ 17' 3 1/2" 18590 Passed (74%) 1.15 j Live Load Defl. (in) 0.945 @ 17' 3 1/2" 1.128 Passed (L/430) 16" TJIO 560 Total Load Defl. (in) 1.507 @ 17'3 1.692Passed (1-/269) 1 a PASSED 0 System : Roof Member Type : Joist Building Use : Residential Building Code : IBC Design Methodology : ASD Member Pitch : 0.25/12 Unit rFVUULL JVlunon Depth Series Plies Spacing Wood Volume 18" TJI@ 360 1 12" 1.49 20" TJI@ 360 1 12" 1.54 20" TJI@ 360 1 16" 1.15 16" TJI& 560 1 12" 2.10 16" TJIO 560 1 16" 1.58 !18" TJIO 560 1 12" 2.15 18" TJI@ 560 116" 1.62 18" TJI@ 560 1 19.2" 1.35 20" TJI® 560 1 12" 2.24 20" TJI® 560 1 16" 1.65 20" TJI@ 560 1 19.2" 1.38 20" TJI@) 560 1 24" 1.10 " Nor F— " — ,=N -L lb I" pttwuu. companson only. coaa ano support information necessary for professional design review is not displayed here. Please print an individual Member Report for submittal purposes. Forte Software Operator Cf,•s Coley Nan Seyfenn & Associates (303)797-7772 chsi-@seyfertn caro I Job Notes I i 2/5/2015 3:56:08 PM i Forte v4.6, Design Engine: V6.1.1.5 1 Page 1of1 40 TMEMBER REPORT Level, Roof: Joist 1 piece(s) 18" T]I® 560 @ 16" OC Overall Sloped Length: 34' 7 7/16" O 0 34' 7" o a All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results actual @Location AllowedResult Loads to Supports (lbs) Dead Snow Total LOF Load: Combination (Pattern) j Member Reaction (lbs) 1170 @ 4 1/2" 1984 (3.50") Passed (59%) 1.15 1.0 D + 1.0 S (All Spans) Shear (lbs) 1128 @ 5 1/2" 3485 Passed (32%) 1.15 1.0 D + 1.0 S (All Spans) Moment (Ft -lbs) 9231 @ 17' 3 1/2" 16733 Passed (55%) 1.15 1.0 D + 1.0 5 (All Spans) Live Load Defl. (in) 0.793 @ 17'3 1/2" 1.128 Passed (L/512) 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) 1.262 @ 17' 3 1/2" 1.692 Passed (!7322) -- 1.0 D + 1.0 5 (All Spans) Deflecdon criteria: LL (L/360) and TL (11240). Bracing (Lu): All compression edges (top and bottom) must be braced at 6'4 7/16" bracing is required to achieve member stability. o/c unless detailed otherwise. Proper attachment and positioning of lateral Supports Bearing Length Total Available I Required Loads to Supports (lbs) Dead Snow Total Accessories I - Beveled Plate - HF 5.50" 5.50" 1.75" 415 755 1170 Blocking 2_Beveled Plate - HF 5.50" 5.50" 1.75" 415 755 1170 Blocking • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed Loads Location Spacing Dead Snow (0.90) (1.15) Comments 1 - Uniform (PSF) 0 to 34' 7" 16" 18.0 30.0 Roof 2 - Tapered (PLF) 0 to 4'6" N/A - 28.0 to 0.0 3 - Tapered (PLF) 30' 1" to 34'7" N/A 0.0 to 28.0 yyeyernaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. The product aoolication. input desion Inds. di --i— and Forte Software Operator Job Notes c r,czF, f Baan S: yfeIn 9 Assocates (303)757-7772 &-.nsir- 5eyfenii coin PASSED System : Roof Member Type : Mist Building Use : Residential iBuilding Code : IBC Design Methodology: ASD Member Pitch: 0.25/12 SUSTAINABLE rC'ZE5TRY INtnATIVE 2i5,2015 3.56:58 PM Folie v4 6. Design Engine: V6.1.1.5 /7 Page 1 of 1 0 MEMBER REPORT Level, Roof: Joist 1 piece(s) 11 7/8" TJI® 230 @ 24" OC Overall Sloped Length: 16'5/16" s s 16' 0 9 All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. 0 Design Results Actual ® Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs) 1107 @ 5 1/2" 1219 (1.75") Passed (91%) 1.15 1.0 D + 1.0 S (All Spans) Shear (lbs) 1107 @ 5 1/2" 1903 Passed (58%) 1.15 1.0 D + 1.0 S (All Spans) Moment (Ft lbs) 4198 @ 8' 1/2" 4847 Passed (87%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in) 0.434 @ 8' 1/2" 0.506 Passed (L/419) - 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) L0.577 @ 8' 1/2" 0.758 Passed (L/316) 1.0 D + 1.0 S (All Spans) Deflection criteria: LL (L/360) and TL (L/240). Bracing (Lu): All compression edges (top and bottom) must bracing Is required to achieve member stability, be braced at 3'7 7/16" o/c unless detailed otherwise. Proper attachment and positioning of lateral Bearing Length toads to Supports (lbs) _ — - - — -- - Supports Total Available Required Dead Snow Total Accessories 1 - Hanger on 11 7/8" HF beam 5.50" Hangerr 1.7S" 290 885 1175 See note 2 - Beveled Plate - HF 5.50" 5.50" 1.75" 287 675 1162 Blocking • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. • At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger • r See Connector grid below for additional information and/or requirements. Connector: Simpson Strong -Tie Connectors PASSED System : Roof Member Type ; Joist Building Use : Residential Building Code : IBC Design Methodology : ASD Member Pitch: 0.25/12 Support + Made( Seat Length Top Nails Face Nails W ber Nails Accessories 1 -Top Mount HangerITS2.37/11.88 2.00" ! 4-10d x 1-1/2 2-10d x 1-1/2 1 NIA Loads Location I Spacing I (0-90) { (1.15) I commets 1 - Uniform (PSF) 0 to 16' 24" 18.0 55.0 Roof Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for installation details. i (www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Products manufactured at Weyerhaeuser facilities are third -party certified W sustainable forestry standards. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte Software Operator crr's caley Brian Seylerih -_ Associates (353)797-7772 ctuisgseyfenn corn <STAINAN E rCRESTWe INIT!ATI F 306 Notes 2/5/2015 4:07`.50 PM Forte v4.6. Design Engine: V6.1-1.5 1Cl Page 1 of 1 FORTE MEMBER REPORT Level, Roof.- Joist PASSED 1 piece(s) 117/8" THO 230 @ 24" OC Overall Sloped Length: 16' 5/16" 16' in D2 All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal 0 Design Results Actual @Location Allowed Result LDF Load: ComWnation (Pathan) System : Roof Member Reaction (lbs) 823 @ 3 1/2" 1219 (1.75") Passed (67%) 1.15 1.0 D + 1.0 S (AII Spans) { Member Type : joist Shear (lbs) 823 @ 3 1/2" 1903 Passed (43%) 1.15 1.0 D + 1.0 S (AII Spans) Building use : Residential Moment (Ft -lbs) 2968 @ 8' 4847 Passed (61%) 1.15 1.0 6-+ 1.0 S (Ail Spans) Building Code : IBC Live Load Defl. (in) 0.2710 8' 0.514 Passed (L/684) 1.0 D + 1.0 S (All Spans) Design Methodology :ASD Total Load Defl. (in) 0.422 @ 8' 0.771 Passed (L/439) - 1.0_ D + 1.0_S (All Spans) Member Pitch: 0.25/12 Deflection criteria: LL (L1360) and TL (L/240). — - - Bracing (Lu): All compression edges (top and bottom) must be braced at 4'3 5/8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. Bearing Length Loads to Supports (lbs) -- - $UpQOrtS Total Available Required Dead snow Total Accessories 1 - Hanger on 11 7/8" HF beam 3.50" Hanger, 1.75" 288 575 863 See note 2 - Hanger on 11 7/8" HF beam 3.50" Hanger, 1.75" 288 574 862 See note , • At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger 11' 6" to 16' • See Connector grid below for additional information and/or requirements. 0.0 to 42.0 Connector: Simpson Strop -Tie Connectors Support Model Seat Length Top Nails Face Nails Member Nails Accessories 1- Top Mount Hanger 1TS2.37/11.88 2.00" 4-10d x 1-1/2 2-10d x 1-1/2 N/A 2- Top Mount Hanger 1TS2.37/11.88 2.00" 4-10d x 1-1/2 2-10d x 1-112 N/A Loads Location spacing Dead snow (0.90) (1.15) Comments 1 -Uniform (PSF) 0 to 16' 24" 18.0 30.0 Roof 2 - Tapered (PLF) 0 to 4'6" N/A - 42.0 to 0.0 3 - Tapered (PLF) 11' 6" to 16' N/A 0.0 to 42.0 'Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design vatues. Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com) Accessories (Rim Board, Blocking Panels and squash Blocks) are not designed by this software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. The product aoolication. inoutdesion Inadc SUSTAINAEV.F KRFSTRY INniA7nv- Forte Software Operator Job Notes 2/5/2015 4:04:21 PM Chas Ca'ey Forte v4. o. Design Engine. V6.1. 1.5 Brian Se/erth g Asscci tes j 9 5 ! (333)797-7772 C tais._Mseylenh. com Page 1 of 1 ! F A R T E ' MEMBER REPORT Level, Roof. Joist iJ ii 1 piece(s) 117/8" TH& 210 @ 24" OC Overall Length: 16' 0 I. 16' 19 0 All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal. 0 Design Results . AchW Q l.ocafim -; Allowed Result LDP I'Load: Combination (Pattern) Member Reaction (lbs) 805 @ 5 1/2" 1156 (1.75") Passed (70%) 1.15 1.0 D + —1.0S (All Spans) Shear (lbs) 805 @ 5 1/2" 1903 Passed (42%) 1.15 1.0 D + 1.0 S (All Spans) Moment (Ft -lbs) 2866 @ 8'9/16" 4364 Passed (66%) 1.15 1.0D + 1.0 S (AII Spans) Uve Load Defl. (in) 0.276 @ 8' 1/2" 0.506 Passed (L/660) 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) 0.431 @ 8'1/2" 0.758 Passed (L/423) - 1.0 D + 1.0 S (All Spans) 4 • v HMUon cncena: u (L/aoUJ ano I L (L/[vu/. Bracing (Lu): All compression edges (top and bottom) must be braced at T9 3/16" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. • tslocang Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. • At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger • 1 See Connector grid below for additional information and/or requirements. • z Required Bearing Length / Required Bearing Length with Web Stiffeners PASSED System: Roof Member Type : Joist Building Use : Residential Building Code : IBC Design Methodology: ASD Member Pitch: 0/12 Connector: Simpson Stron -Tie Connectors Support Model seat Length Top Nails - Pace Nails MemberNails Accessories 1- Top Mount Hanger rrS2.06/11.88 2.00" 4-10d x 1-1/2 2-10d)(1-1/2 N/A Dead snow Lokids Location_.Spacing (0.90) (1.15) comments 1 - Uniform (PSF) 0 to 16' 24" 18.0 30.0 Roof 2 - Tapered (PLF) 0 to 4'6' N/A - 42.0 to 0.0 3 - Tapered (PLF) 11'6* to 16' N/A - 0.0 to 42.0 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for installation details. i(www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR -1153 and ESR -1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx. The product application, input design bads, dimensions and support information have been provided by Forte Software Operator I Forte software Operator I Job Notes Chris Caley Brian Seyferth & Associates (303)797-7772 chris@seyferth.com 0 SUSTAINABLE FORESTRY INITIATIVE 3/5/2016 12:40:18 PM Forte v5.0, Design Engine: V6.4.0.40 ,?—U Page 1 of 1 S1�0 -_C TZDC) ZO I STS Morut4 or -rowwz sptW = ) fir. D (A,PPLy EMO CM -40Y re A") KJrTr (pI IYFTZ use 117' -Ta @ Z4 UAJ I Tq = 2ro 6L -L-= ,434 = L/41q IZ 663 w a 117 70P A-A0otJ7- , L P- 3oI5?S 0 -701.1� ' i 'e�� 40 A%rTZ use 111f ' T'l Cz4-" `ate A2r-- c�uaT�, u S& 1OP WORT FSA, GE- S 1Jvvp-so"' I T S l 11, &8 = 8'7 0,06 d .30 (o " - b 4� arc _ .444" '%,460 PROJECT: BRIAN SEYFERTH & ASSOCIATES, IN PROFESSIONAL ENGINES PROJECT NO: 151 z DRAWN: GbG CHECKED: DATE: Z I -1 ! 16 REVISED: TITLE: SHEET: !7 0 ' MEMBER REPORT Level, Roof: Joist PASSED 1 piece(s) 11 7/8" TJI® 210 @ 24" OC Overall Sloped Length: 16'5/16" r 16' 0 n2 All locations are measured from the outside face of left support (or left cantilever end).AII dimensions are horizontal. 0 Design ResU�tS Achwl O Location " .. Allowed Result ; LDF Load: Combination (Pattern) Member Reaction (lbs) 728 @ 5 1/2" 1005 (1.75") Passed (72%) 1.00 1.0 D + 1.0 L (All Spans) Shear (lbs) 728 @ 5 1/2" 1655 Passed (44%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft -lbs) 2761 @ 8' 1/2" 3795 Passed (73%) 1.00 1.0 D + 1.0 L (All Spans) Uve Load Defl. (in) 0.258 @ 8' 1/2" 0.506 Passed (L/706) 1.0 D + 1.0 L (Ail Spans) j Total Load Defl. (in) 0.413 @ 8' 1/2" 0.758 Passed (L/441) 1.0 D + 1.0 L (All Spans) Bracing (Lu): AII compression edges (top and bottom) must be braced at 3' 10 1/16" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. Bring Length Loads to Supper nbs) $UPPP %Total'. `Available Required Dead Fes''- Snow Total Accessories 1 - Hanger on Single 2X HF plate 5.50" Han ger3 1.75" / 1.75" 2 290 483 97 870 See note i 2 - Beveled Plate - HF 5.50" 5.50" 1.75" 287 478 94 859 Blocking • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed • At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger • 1 See Connector grid below for additional information and/or requirements. • z Required Bearing Length / Required Bearing Length with Web Stiffeners System : Roof Member Type : Joist Building Use : Residential Building Code : IBC Design Methodology : ASD Member Pitch: 0.25/12 ConnectomSim Str6n -Tie Connectors S'PPott Model " Seat Length Top Nails Face Nails Member Nails Accessories 1 -Top Mount Hanger ITS2.06/11.88 2.00" 4-lOd x 1-IJ2 2-SOd x 1-1/2 N/A Dead Floor Live Snow Coatis .> n t Location . Spacing ,'°, . (0.90)(1.00) (1A 5) Comments 1 - Uniform (PSF) 0 to 16' 24" 18.0 30.0 - Roof 2 - Tapered (PLF) 0 to 4'6" N/A - - 42.0 to 0.0 3 - Tapered (PLF) 11'6" to 16' N/A - - 0.0 to 42.0 j.Weyerhaeuser Notes m— l SUSTAINARLF F4A STR" INIPATIYE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. I Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer Is responsible to assure that this calculation is compatible with the overall project. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR -1153 and ESR -1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte Software Operator I Job Notes I Chris Caley Brian Seyferth 8 Associates (303) 797-7772 chris@seyferth. corn 3/8/2016 11:56:07 AM Forte v5.0, Design Engine: V6.4.0.40 ZZ Page 1 of 1 MEMBER REPORT Level, Roof. Joist 1 piece(s) 117/8" TIUD 210 @ 24" OC Overall Sloped Length: 16'6 5/16" 0 0 F +Kn4zcuax.smwm.v.��w..naxi .m ..o-mtmr. wwm�.+:.v.-n+-o- .� c..v avc.�m*nsv*as� a r- � •-{ — 1 1 I. 16' tJ" 11 9 All locations are measured from the outside face of left support (or left cantilever end).AII dimensions are horizontal. Design Results, Actual 0 Location Allowed .... ResultLDF Load: Conrbinatron (Paaero viii v," ,z Member Reaction (lbs) 909 @ 5 1/2" 1005 (1.75") Passed (90%) 1.00 1.0 D + 1.0 L (AII Spans) Shear (lbs) 909 @ 5 1/2" 1655 Passed (55%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft -lbs) 3559 @ 8' 3 1/2" 3795 Passed (94%) 1.00 1.0 D + 1.0 L (All Spans) ( Live Load Defl. (in) 0.388 @ 8' 3 1/2" 0.522 Passed (V484) -- 1.0 D + 1.0 L (All Spans) Total Load Defl. (in) 1 0.563 @ 8' 3 1/2" 0.784 Passed (L/334) -- 1.0 D + 1.0 L (All Spans) VC110.UU11 ifI 10: LL tL(JOU) 4110 1 L tL(LYU). Bracing (Lu): AR compression edges (top and bottom) must be braced at T4 9/16" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. PASSED System : Roof Member Type :.Joist Building Use: Residential Building Code: IBC Design Methodology: ASD Member Pitch: 0.25/12 Bearing Length Loads to supports (Ibs) SupportsTotal Available I Required Dead flLive Toter Accessories 1 - Hanger on Single 2X HF plate 5.50" Hangerr 1.75" / 1.75" z Z99 663 962 See note 1 2 - Beveled Plate - HF 5.50" 5.50" 1.75" 296 1 657 953 Blocking • Blocking Panels are assumed to carry no k)ads applied directly above them and the full load is applied to the member being designed. • At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger • 1 See Connector grid below for additional information and/or requirements. • z Required Bearing Length / Required Bearing Length with Web Stiffeners Connector. Simpson Strong -Tie Connectors – - ---- —�� Support Model Seat Length Top Nails Face Nails Member Nails Accessories 1- Top Mount Hanger ITS2.06/11.88 2.00" 4-10d x 1-1/2 2-10d x 1-1/2 N/A Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR -1153 and ESR -1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.cGrrVservices/s-CodeReports.aspx. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte Software Operator I Job Notes I Chris Caley Brian Seyferth & Associates (303)797-7772 chris@seyferth.com SUSTAINABLE FORESTRY INFRAT1VE 3/8/2016 9:30:49 AM Forte v5.0, Design Engine: V6.4.0.40 Z3 Page 1 of 1 ZE4�� S OFAD ZT/46t -(aPy12 UI (xN �oaF (4`-0 )(30 4Ytz) = Iao AIFT �G>1o.1 �GY3� l 885 � '- �) 447 1 r (290'/Z'-0) _ J45 C 574 (Z'--) Z677 -*/A- Tv�l� 330 Z.) (_0 �Fr �JC7L. 330 ��t 1 (O1. J '/'F7 b, L , 4C7 1 --3,~O ./ LoA„ c�cMev,,iAzrte l� t)�41) t S•t of -1 �) TREAD t 155,q00 t 75 L1 VF- '40 F - .4P 31 )/rr t 6rU 9r1 �=) &31 'YF -r t ,-75 (SC -Z' *r -r) f- .75 ( 3364` r) ,757 1407 4'h) = Si�D1� 17' 05)(330)z Z45 — USS C-TLUL4v' UJ j M-1 " -??- -797 a �� � , 531 iso R, - 1631 " P-2 900 S EE CO Ni pvre g . G L 7pc1',' S-ro,,t ye PcywOob misc. SEE. STTEC.. C�FTior� 73�, 4�7- < 55Z #1;�' � 7L 1 -VL "ZN'oG S )z '�2- 5 Vf, t 5Vf,t S 94 Zo Y'r l - PROJECT: BRIAN SEYFERTH & ASSOCIATES, IN PROFESSIONAL ENGINE[ PROJECT NO: 151 Z.o DRAWN: CHECKED: DATE: 2-/ 41 REVISED: TITLE: SHEET: ZC BE'a,np\ Suppor-rw6t Moeru T wag. Q.&L . (, S- see. npTioxi) USE W 14x Z Z cW i i I _ ,532- A-rl- _ ,3 = L/63Z 5 SCo Z'Fr 4Z 1 3a5 V? L 330 frr 246 46!% - Z46!%- 01.3 1x13 ?ROJECT: a-r&jam BRIAN SEYFERTH & ASSOCIATES, It PROFESSIONAL ENGINE PROJECT NO: 151zo DRAW NCCC- CHECKED: DATE: I (P/)5 REVISED: TITLE: SHEET: Z.S 0 MEMBER REPORT Level, Fboc Flush Beam 1 piece(s) 5 1/8" x 15" 24F -V4 DF Glulam Overall Length: 16' 6" itaff- I + 0 PASSED o a Model Connector not found All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Top Nails N/A Design Results Actual @ Location Allowed Result LDF Load:Combination (Pattern) System: Floor Member Reaction (lbs) 8237 @ 5 1/2" 8237 (2.47") Passed (100%) 1.0 D + 0.75 L + 0.75 S (All Spans) Member Type : Flush Beam Shear ({bs) 6885 @ 1' 8 1/2" 15618 Passed (449/6) 1.15 1.0 D + 0.75 L + 0.75 S (Ail Spans) Building use : Residential Pos Moment (Ft -lbs) 31671 @ 7' 8 7/8" 44203 Passed (72%) 1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Building Code : IBC Live Load Defl. (in) 0.235 @ 8'2 11/16" 0.519 Passed (L/797) -- 1.0 D + 0.75 L + 0.75 S (All Spans) Design Methodology: ASD Total Load Defl. (in) 0.534 @ 8' 2 7/8" 0.779 Passed (L/350) _= lA D + 0.75 L + 0.75 S (All Spans) Deflecdon criteria: LL (L/360) and TL (L/240). -- Floor Live Bracing (Lu): All compression edges (top and bottom) must be braced at ITT' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. Location Width (0.90) Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L = 15' 7". (1.15) The effects of positive or negative camber have not been accounted for when calculating deflection. 1 - Uniform (PLF) The specified glulam is assumed to have its strong laminations at the bottom of the beam. Install with proper side up as indicated by the manufacturer. 248.0 Applicable calculations are based on NDS 2005 methodology. Res dential - Uving --- — - -- - Bearing Length --- - Loads to Supports (lbs) --- — ---) E Supports Fl Total- Available Required Dead or Live Snow Total Accessories 2 - Tapered (PLF) 1 - Hanger on 15" HF beam 5.50" Hangers 2.47" 4815 2046 3170 10031 See note 1 2 - Hanger on 15" HF beam 5.50" Hangers 2.41" 4815 2046 2831 9692 See note s • At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger • 1 See Connector grid below for additional information and/or requirements. I support 1 - Top Mount Hanger Model Connector not found Seat Lettgth N/A Top Nails N/A Face Nails Member Nails Accessories N/A N/A 2 - Top Mount Hanger Connector not found N/A N/A N/A N/A Tributary Dead Floor Live Snow Loads Location Width (0.90) (1.00) (1.15) Comments a 1 - Uniform (PLF) 0 to 16'6" N/A 566.0 248.0 Res dential - Uving Areas 2 - Tapered (PLF) 0 to 16'6" N/A 422.0 to 305:0 Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation Is compatible with the overall project. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes Brian Seyfe-^h & Associates (303)797-7772 ehris@seyfeai� con I () Si.;:i? tiNI ,9i. K FORi- JRY INITIP,TIVr 215!2015 4:30:37 PM Forte v4.6, Design Engine: V6.1-1.5 Z6 Page 1 of 1 " SOLUTIONS REPORT Level, Fbor� Flush Beam Current Solution:: 3 piece(s) 1 3/4" x 14" 1.9E Microllam® LVL Overall Length: 16'6" o------------ o `i I. 16'6" PASSED Connector• n=TetCon Support Model Top Nails i 1 Face Nails Member Nails Accessories j 1 - Top Mount Hanger Connector not found N/A N/A N/A 2 - Top Mount Hanger Connector not found N/A N/A N/A Depth 0 Plies - Wood Volume 0 All locations are measured from the outside face of left support (or 3 left cantilever end). All dimensions are horizontal.; Drawing is 186.20 Conceptual 13/4" 1.9E Microllam@ LVL 2 106.40 16" Deslg en Rep R sullts Actual 0 location Allowed Result LDF System :Floor Member Reaction (lbs) 8034 @ 16' 1/2" 8034 2.04" Passed (100%) -- j Member Type: Flush Beam Shear (lbs) 6986 @ 1'7 1/2" 16060 Passed (43%) 1.15 I Building Use : Residential ;Moment (Ft -lbs) 31720 @ 8' Z 3/8" 41846 Passed (76%) 1.15 Building Code : IBC 0.240 @ 8' 2 Design Methodology :ASD Live Load Defl. (in) 11/16- " 0.519 Passed (L/645) -- Total Load Defl. (in) 0.660 @ 8. 2 7/8" 0.779 Passed (L/283) -- Connector• n=TetCon Support Model Top Nails i 1 Face Nails Member Nails Accessories j 1 - Top Mount Hanger Connector not found N/A N/A N/A 2 - Top Mount Hanger Connector not found N/A N/A N/A Depth Series Plies - Wood Volume 14" 13/4" 1.9E Microllam@ LVL 3 139.65 14" 13/4" 1.9E Microllam@ LVL 4 186.20 16" 13/4" 1.9E Microllam@ LVL 2 106.40 16" 13/4" 1.9E Microllam@ LVL 3 159.60 16" 13/4" 1.9E Microllam@ LVL 4 212.80 18" 13/4" 1.9E Microllam@ LVL 2 119.70 18" 13/4" 1.9E Microllam@ LVL 3 179.55 18" 1 3/4" 1.9E Microllam@ LVL 4 239.40 i ne purpose of this report is for product comparison only. Load and support information necessary for professional design review is not displayed here. Please print an individual Member Report for submittal purposes. Forte Software Operator crr s ca oy 96M Sey'er!n 3 Associates (303)797 -?772 i ch,,s%Cseyferth com Job Notes ! 2/5/2015 4:34:06 PM Forte v4.6, Design Engine: V6.1.1.5 I _ Page 1 of 1 'gpoo Np u�d�8Ci z°O^ Y co N M W Column: M1 Shape: W14x22 Material: A992 i Length: 17 ft I Joint: N1 A ----- - k J Joint: N2 LC 1: Code Check: 0.532 (bending) j Report Based On 97 Sections fa ksi ft ksi -17.571 at 8.5 ft RISC 9th: ASD Code Check Max Bending Check 0.532 Location 8.5 ft Equation H1-2 Compact Fy 50 ksi 10.174 at 0 ft -9.843 at 17 ft M miiiiiiiiiiiiiiiiiiiir k -ft -42.537 at 8.5 ft D _ __ -- in -.383 at 8.5 ft Max Shear Check 0.179 Location 0 ft Max Defl Ratio 0532 Out Plane Fa 3.87 ksi Cm Ft 30 ksi Lb 17 ft Fb 33 ksi KL/r 196.428 Fv 18.991 ksi Sway No Cb 1 L Comp Flange 2 ft In Plane .85 17ft 36.841 No PROJECT: (I T/Z 4 Z�-v ) (30 �`�_� = ?215 �`�r (,1-7'IZ--r J� BRIAN SEYFERTH & ASSOCIATES, I� (f / &) ( Zo ���7) , Z5�0 tpr 1-ot./ Roo f ( bla "/y-) 40 "IF7 (�1R) (i€� bra) Spai�1 = 331"+ TO) ,AT �j O ruA ]�)EOD 46154 ri-oor- L.IV 0 1 Z04(. 2831 Pojtr "vof ` Fr tl1 'Fix,._—w Z,o%lf �Z%Fbj N i Rrx�f 3 i5 biz -F 1 SS iii , � 134ia � x 22Z" Gct vuw,, use. i�� 1 6 X 40 ( I.l av 35 L) A I TI 56-- A L-rzg,4l.4n- ) 13/S4 O L-rrPa? ,Z. PROFESSIONAL ENGINE' 1Z lt� 433 PROJECT NO: 1:512-0 93`6 IDRAWN: Cdr, CHECKED: DATE: 2-W) 5 REVISED: TITLE: SHEET: r ; MEMBER REPORT Levet, Roof Fkish Beam 1 piece(s) 6 3/4" x 22 1/2" 24F -V4 DF Glulam Overall Length: 32'3" + 1 + o ____ 0 32' 3" F1 02 All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. i Design Results Actual 0 Location Allowed Result LDF Wad: Combination (Pattern) Member Reaction (lbs) 12138 @ 4" 24131 (5.50") Passed (50%) 1.0 D + 1.0 S (All Spans) I Shear (lbs) 11348 @ 2'4" 30856 Passed (37%) 1.15 1.0 D + 1.0 S (All Spans) Pos Moment (Ft -lbs) 112241 @ 16'6" 114884 Passed (98%) 1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in) 0.613 @ 15'9 3/4" 1.579 Passed (1-/618) 1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in) 1.564 @ 15'9 5/16" 2.106I Passed (1-/242) 1.0 D + 0.75 L + 0.75 5 (All Spans) Deflection criteria: LL (L/240) and TL (L/180). 1.89" Bracing (Lu): All compression edges (top and bottom) must be braced at 12' 4 9/16" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. Critical positive moment adjusted by a volume factor of 0.88 that was calculated using length L = 31'7". The effects of positive or negative camber have not been accounted for when calculating deflection. The specified glulam is assumed to have its strong laminations at the bottom of the beam. Install with proper side up as indicated by the manufacturer. Applicable calculations are based on NDS 2005 methodology. Location t Supports Tatal Bearing Length Available Required Loads to Supports (lbs} --- - -- ---- - - i Dead V� Snow Total Accessories 1 - Column - HF 5.50" 5.50" 2.77" 7563 1332 4575 13470 None 2 - Column - HF 5.50" 5.50'_ 1.89" 4991 1159 3245 9395 None Loads Location Tributary Width Dead (0.90) Floor Live (1.00) Snow (1.15) Comments 1 - Uniform (PLF) 3' to 13'6" N/A 158.0 315.0 high roof 2 - Uniform (PLF) 0 to 16'6" N/A 250.0 wall 3 - Uniform (PLF) 16' 6" to 32'3" N/A 36.0 60.0 low roof 4 - Uniform (PLF) 0 to 16'6" N/A 12.0 27.0 40.0 north beam 5 - Tapered {PLF) ZT 9" tc 32' 3" N/A - - 0.0 to 42.0 6 - Point (Ib) 166" N/A 4815 2046 1 2813 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product designcriteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for Installation details. (www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to i assure that this calculation is compatible with the overall project. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. The product application, input design toads, dimensions and support information have been provided by Forte Software Doerator Forte Software Qpera-to r Job Notes Chas Ce;ey Bran Sey;erth & Assec a!es j (303)797-7772 j chf;s(cseyderfh corn i PASSED System : Roof Member Type : Flush Beam Building Use : Residential Building Code : IBC Design Methodology: ASD Member Pitch: 0/12 0 SUSTAIWAB E fCQ!75TRY U HPATIVT 215!2015 4:47:49 PM Forte v4.6. Design Engine: V6.1, 1.5 3/ Page 1of1 RT E MEMBER REPORT Level, Roof., Flush Beam 1 piece(s) 8 3/4" x 18" 24F -V4 DF Glulam Overall Length: 32'3" // / )Jo 6rcvo O---- - ---— --- O 32' 3" N 22 All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual 0 Location Allowed Result LDF Load: Combination (Vattern) Member Reaction (lbs) 12161 @ 4" 31281 (5.50") Passed (39%) 1.0 D + 1.0 S (All Spans) Shear (lbs) 11494 @ 1' 11 1/2" 31999 Passed ° 1.15 1.0 D + 1.0 S (AII Spans) Pos Moment (Ft -lbs) 112411 @ 16'6" 94965 Fail (118%) 1.15 1.0D +0.75L+0.75 S (AII Spans) I Live Load Defl. (in) 0.924 @ 15'.9 3/4" 1.579 Passed 1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in) 2.361 @ 15' 9 5/16" — 2.106 _ Failed (L/161) 1.0 D + 0.75 L+_0.75 S (All Spans) Deflection criteria: LL (L/240) and TL (L/180). 5.50" Location Bracing (Lu): All compression edges (top and bottom) must be braced at 6" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. 5013 Floor Live (1.00) Critical positive moment adjusted by a volume factor of 0.87 that was calculated using length L = 31' 7". None The effects of positive or negative camber have not been accounted for when calculating deflection. T to 13'6' The specified glulam is assumed to have its strong laminations at the bottom of the beam. Install with proper side up as indicated by the manufacturer. Applicable calculations are based on NDS 2005 methodology. Suppe Total oea^ng Lengrn Available Required Loads to Supper (lbs) Dead Floor - Snow Total - Accessories 1 - Column - HF 5.50" 5.50" 2.14" 7585 1332 4575 13492 None 2 - Column - HF Loads 5.50" Location 5.50" Tributary Width 1.50" Dead (0.90) 5013 Floor Live (1.00) 1159 3245 9417 Snow (1.15) Comments None f - Uniform (PLF) T to 13'6' N/A 158.0 315.0 high roof 2 - Uniform (PLF) 0 to 16'6" N/A 250.0 wall 3 - Uniform (PLF) 16'6" to 32'3" N/A 36.0 - 60.0 low roof 4 -Uniform (PLF) 0 to 16' 6" N/A 12.0 27.0 40.0 north beam ' ,5-Tapered(PLF) 2T 9" to 32' 3" N/A 6 - Point (lb) 16-6- N/A 4815 2046 2813 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes — Fir an Seyfer!h 8 Associates i (3031797-7772 chRsCa'seyfenh. com FAILED System : Roof Member Type : Flush Beam Building Use : Residential Building Code : IBC Design Methodology : ASD Member Pitch: 0/12 SUSTAINABLE FORESTRY INMATILE 2/5/2015 446:37 PAA Forte v4.6, Design Engine: V6.1 1.5 3 Z Page 1 of 1 SOLUTIONS REPORT Level, Roof. Fkish Beam Current Solution:: 1 piece(s) 6 3/4" x 22 1/2" 24F -V4 DF Glulam Overall Length: 32'Y 1 n O 32' 3" PASSED Depth o Plies Wood Volume a All locations are measured from the outside face of left support (or 1 left cantilever end). All dimensions are horizontal.; Drawing is 291.60 Conceptual 6 3/4" 24F -V8 DF Glulam 1 273.38 24" Design Results Actual 0 Location Allowed Result LDF ' System : Roof Member Reaction (lbs) 12138 @ 4" 24131(5.50") 41315.50" Passed (509%) -- Member Type : Flush Beam i Shear (lbs) 11348 @ 2'4" 30856 Passed (37°!0) 1.15 Building Use : Residential I Pos Moment (Ft -lbs) 112241 @ 16'6" 114884 Passed (98%) 1.15 Building Code: IBC Live Load DeFl. (in) 0.613 @ 15' 9 1.579 Passed (L/618) Design Methodology: ASD 1 314" Member Pitch : 0/12 Total Load Defl. (in) 1.56rti 15' 9All 2.106 Passed (L/242) - Depth Series Plies Wood Volume 22 1/2" 6 3/4" 24F -V4 DF Glulam 1 273.38 24" 6 3/4" 24F -V4 DF Glulam 1 291.60 22 1/2" 6 3/4" 24F -V8 DF Glulam 1 273.38 24" 6 3/4" 24F -V8 DF Glulam 1 291.60 21" 8 3/4" 24F -V4 DF Glulam 1 330.75 22 1/2" 8 3/4" 24F -V4 DF Glulam 1 354.38 24" 8 3/4" 24F -V4 DF Glulam 1 378.00 8 3/4" 24F -V8 DF Glulam 1 330.75 22 1/2" 18 3/4" 24F -V8 DF Glulam 1 354.38 24" 8 3/4" 24F -V8 DF Glulam 1 378.00 t ne purpose or lnis report is ror proauct comparison only. Load and support information necessary for professional design review is not displayed here. Please print an individual Member Report for submittal purposes. Forte Software operator Job Notes I 2/5/20154 :46:10 PM -- ----- — ----- —---------- Ch -is Sey"e Brian eirth 3 Associates Forte v4.6. Design Engine: V6.1,1.5 � ': (303) 797-7772 chrisf2 1 3-3 Page 1 of 1 z N 06 I 9<1 V) co ED 12 V,- T) IT C? 'c): -j C) M E 0 E /±&, Column: M1 Shape: W16x40 Material: A992 Length: 32.33 ft I Joint: N1 A k J Joint: N2 LC 1: Code Check: 0.716 (bending) Report Based On 97 Sections fa 23.637 at 16.502 ft ksi ft ksi -23.637 at 16.502 ft A/SC 9th: ASD Code Check 13.027 at 0 ft I vk t -8.932 at 32.33 ft M I k -ft 1441V -127.541 at 16.502 ft D \ 7 in -1.424 at 15.828 ft Max Bending Check 0.716 Max Shear Check 0.133 Location 16.502 ft Location 0 ft Equation H1-2 Max Defl Ratio U272 Compact Fy 50 ksi Out Plane In Plane Fa 2.43 ksi Cm .85 Ft 30 ksi Lb 32.33 ft 32.33 ft Fb 33 ksi KL/r 247.901 58.555 Fv 20 ksi Sway No No Cb 1 L Comp Flange 2 ft U Z ^ s N N C)) 0® CV CO Y C f4 Y (a M C14 N c T cyiQ T �— 5 T M m T J J - C m � 4e) E x Ol E Column: M1 Shape: W18x35 Material: A992 t Length: 32.33 ft I Joint: N1 i A -----m--- -- -- - k J Joint: N2 i LC 1: Code Check: 0.805 (bending) Report Based On 97 Sections 13.027 at 0 ft fa ksi i Max Shear Check 0.135 Location V k Location 0 ft Equation 26.559 at 16.502 ft fc ksi ft - -- — ksi -26.559 at 16.502 ft RISC 9th: ASD Code Check -8.932 at 32.33 ft M 1,qj1pr k -ft -127.541 at 16.502 ft D In -1.446 at 15.828 ft Max Bending Check 0.805 Max Shear Check 0.135 Location 16.502 ft Location 0 ft Equation H1-2 Max Defl Ratio LJ268 Compact Fy 50 ksi Out Plane In Plane Fa 1.474 ksi Cm 85 Ft 30 ksi Lb 32.33 ft 32.33 ft Fb 33 ksi KUr 318.317 55.134 Fv 19.14 ksi Sway No No Cb 1 L Comp Flange 2 ft 57 Soni SV QpugT W bt u -TU RTO t Cu F -B - 1-70o Vi I-700" 5Z %j.7 - (414p) (-1'-4) -T'Ry 24' S k RTU 'DVJIr! 42961 I o4VGr 5iJ0\ 1 - (V-0)(30 WWI = G0 *iF1 I>L = (Z --O XIe)w%�� ',;5cp WFT 3z/ 3 . _ ..�. �.... .._,.......fit USS Ie'` -rz 1 U�31-Tkl EA ALL - , � � _ L14-7-1 A -TL- L-/ Z5Z "t Y -/Z40 R I" eb l .� R2- 1o41c, SIMM MIT418 Zoi3 14 aocoD PROJECT: 1 04 BRIAN SEYFERTH &ASSOCIATES, IN PROFESSIONAL ENGINE1 PROJECT NO: 15 mo DRAWN: CHECKED: DATE: 21,6115 REVISED: TITLE: SHEET: 38 3iORTE MEMBER REPORT Level, Roof. Joist FAILED 1 piece(s) 18" TJI@ 560 @ 24" OC Overall Sloped Length: 32' 3 7/16" 0 O _ r 32'3" 0 22 All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual 9 Location. Allowed Result LDF Load; Combination (Mattern) System : Roof Member Reaction (Ibs) 2013 @ 4 1/2" 1984 (3.50") Passed (101%) 1.15 1.0 D + 1.0 S (All Spans) I member Type: Joist Shear (lbs) 1950 @ 5 1/2" 3485 Passed (56%) 1.15 1.0 D + 1.0 S. (All Spans) Building Use : Residential Moment (Ft -lbs) 13505 @ 15' 1 1/4" 16733 Passed (81%) 1.15 1.0 D + 1.0 S (All Spans) j Building Code; IBC Live Load Defl. (in) 0.899 @ 16' 1 1/4" 1.050 Passed (L/421) 1.0 D + 1.0 S (All Spans) Design methodology: ASD ! Total Load Defl. (in) 1.633_@ 15' 10 9/16" -- 1.575 _ Failed (L/232) - 1.0 D + 1.0 S (All Spans) Member Pitch: 0.25/12 Deflection criteria: LL (1.1360) and TL (L/240)- -- -- - Bracing (Lu): All compression edges (top and bottom) must be braced at 5' 3" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. Bearing Length Loads to `Supports (lbs) ---- — Supports Total ' Available Required Dead Snow Total Accessories 1 - Beveled Plate - HF 5.50" 5.50" 3.50" 954 1059 2013 Blocking i 2 - Beveled Plate - HF[ 5.50" 5.50" 2.38" b7s 971 1646 Blocking • Blocking Panels are assumed to carry no bads applied directly above them and the full load Is applied to the member being designed. FLOads Location spacing Dead (0.90 Snow (1.15) Comments 1 - Uniform (PSF) 0 to 32' 3" 24" 18.0 30.0 Roof ' 2 - Tapered (PLF) 0 to 4'6" N/A - 42.0 to 0.0 ; 13 -Uniform (PLF) 4' 6" to 9' N/A 104.0 - i 1 vveyerndeuser Notes' - - Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdictlon. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Products manufactured at Weyerhaeuser facilities are forestry standards. third -party certified to sustainable The product application, input design loads, dimensions and support information have been provided by Forte snftwa- o—t- -- I Forte Software Operator Job Nafes Chris Ca'ey i Brian Se,,ferth u Associates (303)797-7772 t 0 SUSTAIM«S E rCR;5TRY 1NITiATIVe 2/6/2015 9:11:16 AM Forte v4 6, Design Engine: V6.1.1.5 _S7 Page 1 of 1 CU -T R&Keg— (? 'Roof Sp'6oA z Z22 - PROJECT: STAC-eo� BRIAN SEYFERTH & ASSOCIATES, IN, PROFESSIONAL ENGINEE D8 160 A ) 'D V# sw 0 <- 104 Dt PROJECT NO: I- nP542 )5 l� DRAWN: CDC uovpr A CHECKED: 32-3 DATE: REVISED: "IFT 640 l'i (521 ---zztQ-- 040/FT �r V USE f�0 1 X IV LVL- Dil I T� F - tool 5aE TITLE: SHEET: 0 dw , 4 la MEMBER REPORT Level, Roof: Joist 1 piece(s) 18" TJI® 560 @ 24" OC Overall Stoped Length: 22'6 7116" 0 ---- - 0 22' 6" a o All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual 0 Location, : Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs) 1816 @ 4 1/2" 1984 (3.50") Passed (92%) 1.15 1.0 D + 1.0 S (All Spans) Shear (lbs) 1755 @ 5 1/2" 3485 Passed (50%) 1.15 1.0 D + 1.0 S (All Spans) Moment (Ft -lbs) 9369 @ SO' 2 1/2" 16733 Passed (56%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in) 0.354 @ IVY' 0.725 Passed (L/737) - 1.0 D + 1.0 S (All Spans) Total Load Dell. (in) 0.584 @ 11' 15/16" 1.088 Passed (1./447) 1.0 D + 1.0 S (All Spans) _ Deflection criteria: LL (L1360) and TL (L/240). Bracing (Lu): All compression edges (top and bottom) must be braced at 6' 3 7/8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. Bearing Length -supports Total Available Required Dead Snow.,' Total Accessories I - Beveled Plate - HF 5.50" 5.50" 2.95" 736 1080 1816 Blocking 2 - Beveled Piate - HF 5.50" 5.50" 2.30" 542 1080 1622 Blocking Blocking Panels are assumed to carry no loads applied directly above them and the full toad is applied to the member being designed. Dead Snow Loads Location Spacing (0.90) (1.15) Comments 1 -Uniform (PSF) 0 to 22'6" 24" 18.0 48.0 Roof 2 - Tapered (PLF) 4' 6" to 9' N/A 104.0 to Weyerhaeuser Notes - Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. 'Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator PASSED System : Roof Member Type : Joist Building Use : Residential Building Code: IBC Design Methodology: ASD Member Pitch: 0.25/12 0 SUSTAINABLE FORESTRY INITIATIVE Forte software operator 2/6!2015 10:42:44 ANI Forte V4.6, Design Engine: V6.1.1.5 4' Page 1 of 1 lob Notes 1 — --- -- Gnrisca,es, ------- ------------, j Brian Seyierth & Associates i (3r,3) 797-7772 chds@seyfenh.corn i 0 MEMBER REPORT Level, Roof.: Joist 2 piece(s) 13/4" x 18" 1.9E Microllam@ LVL @ 24" OC Overall Sloped Length: 32'3 7/16" 32' 3" 0 [2 All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. 0 Design Results Actual 0 Location Allowed Result LDF toad: Combination (Pattern) Member Reaction (lbs) 3859 @ 31' 10 1/2" 7796 (5.50") Passed (49%) -- 1.0 D + 1.0 S (All Spans) Shear (lbs) 3592 @ 30' 3 1/2" 13766 Passed (26%) 1.15 1.0 D + 1.0 S (All Spans) j Moment (Ft -lbs) 28599 @ IT 9 3/8" 46349 Passed (62%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in) 1.092 @ 16' 8 9/16" 1.112 Passed (L/346) 1.0 D + 1.0 S (All Spans) i Total Load Defl. (in) 1.634 @ 16' 7 3/4" 1.759 Passed (L/231) 1.0 D + 1.0 S (Ali Spans) Deflection criteria: LL (L/340) and TL (1-1215). Bracing (Lu): All compression edges (top and bottom) must be braced at 6' 7/16" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. A 4% Increase in the moment capacity has been added to account for repetitive member usage. Bearing Length I Loads to I aupporm Total, Available Required Dead Snow Tofal Accessories 1 - Beveled Plate - HF 5.50" 1 5.50" 2.23" 1152 2007 3159 Blocking 2 - Beveled Plate - HF 5.50" 5.50" 2.72" 1200 2658 3858 Blocking Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. ! j Loads Location Spacing Dead (0.90) Snow (1.15) Comments 1 - Uniform (PSF) 0 to 32' 3" 24" 18.0 50.0 Roof 2 - Uniform (PLF) 4'6" to 9' NIA 104.0 - 3 - Point (Ib) 22'6" N/A 542 1080 4 - Point (lb) 25' 6" N/A 181 360 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes -- -- -- ct,ns c=,2y -- ------------------ Bran Sev erth & AssD_;D'es (,031791-7772 chr,s`seyfe.tii cc,r. 1 PASSED System : Roof Member Type: 3oist Building Use: Residential Building Code : IBC Design Metlwdology : ASD Member Pitch: 0.25/12 OZ USTAiNtgi-E FORESTRY INITIATIVE E 21612015 10:49:24 AM Forte 0-6: Design Engine: V6.1-1.5 I - Page 1 of 1 S�,loy t 1 e)OFT 30P2 — b - 30'yr2 3125 tr 19M .3 Llp11 PROJECT: sr,c�gBJcy-s BRIAN SEYFERTH & ASSOCIATES, IN PROFESSIONAL ENGINEE PROJECT NO: 1S�2o DRAWN: CHECKED: DATE: REVISED: TITLE: SHEET: !3 j I I S � I � ( If It 3 �j N i PROJECT: sr,c�gBJcy-s BRIAN SEYFERTH & ASSOCIATES, IN PROFESSIONAL ENGINEE PROJECT NO: 1S�2o DRAWN: CHECKED: DATE: REVISED: TITLE: SHEET: !3 1b11 77Z) 1540 Aaoo.,m5 See Ce -- pv r- SAT To IST O 1 = QiZ+ �L Ts 1 �5r00 ADEQucm SEE <f:r^l'11TlER. OUT 100T :7o r5 0 p L= 407" b -L, 119 # SNOW (or -in = io& pL = 3& 4*r 12. -Io tz) 134' x 18LVl- ,5� OLrOJ'' '310 PROJECT: &)c Y5 BRIAN SEYFERTH & ASSOCIATES, IN PROFESSIONAL ENGINEE PROJECT NO: ISIzo DRAWN: CHECKED: DATE: REVISED: TITLE: SHEET: TORTE' MEMBER REPORT Level, Roof: Joist 1 piece(s) 18" T3I@ 560 @ 24" OC 0 Overall Length: 32'4" 32'4" 0 E All locations are measured from the outside face of left support (or left cantilever end).AII dimensions are horizontal. DeSlgh ResuitS Actual 0 Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs) 1494 @ 7 1/4" 1494 (1.88") Passed (100%) 1.15 1.0 D + 1.0 S (All Spans) Shear (lbs) 1494 @ 7 1/4" 3485 Passed (43%) 1.15 1.0 D + 1.0 5 (All Spans) Moment (Ft -lbs) Live Load Deft. {in} 11625 @ 16-2" 1.035 @ 16' 2" 16733 1.038 Passed (69%) Passed (1./361) 1.15 1.0 D + 1.0 S (All Spans) 1.0 D + 1.0 S (All Spans) I Total Load Defl. (in) 1.361 @ 16'2" 1.556 Passed (1./274) -- ton + 1 n r, reu c„a„ci Deflection criteria: LL (L/360) and TL (1.1240). Bracing (Lu): All compression edges (top and bottom) must be braced at 5' 8 1/8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. Bearing Length Loads to Supports obs) I Supports rtl,25"T�HangeO Required Dead Snow Total Accessories 1 - Hanger on 18" HF beam 1.88" / 1.75" 2 372 1180 1552 See note 1 2 -Hanger on 18" HF beam_____+7.25" JI Hanger' 1.88"/ 1.75" 2 372 1180 1552 See note 1 • At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger • ' See Connector grid below for additional information and/or requirements. • 2 Required Bearing Length / Required Bearing Length with Web Stiffeners PASSED System : Roof Member Type : Joist Building Use : Residential Building Code : IBC Design Methodology: ASD Member Pitch: 0/12 'Connector. Simpson Strong -Tie connectors SuPPort 1 -Top Mount Hanger Model Seat Length . Top Nails Face Nails Member Nails Accessories - j Comments; !I MIT418 2.50" 4-16d common 4-16d common 2-10d x 1-1/2 j 2- Top Mount Hanger MIT418 2.50" 4-16d common 4-16d common 2-10d x 1-1/2 Loads Location . Dead spacing -. (0.9o) snow (1.15) j Comments; !I 1 - Uniform (PLF) 0 to 32' 4" N/A 23.0 73.0 Roof i -Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR -1153 and ESR -1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte Software operator I Job Notes ----� Chris Caley Brian Seyferth & Associates (303) 797-7772 chris@seyfenh com 54STAINAT E rORE5TR- INITiATiV _ 3/7/2016 5:10:06 PM Forte v5.0, Design Engine: V6.4.0.40 4-5 Page 1 of 1 MEMBER REPORT Level, Roof.Joist PASSED RTE 1 piece(s) 18" TJI@ 560 @ 24" OC Overall Sloped Length: 22'7 7/16" E 9 All locations are measured from the outside face of left support (or left cantilever end).AII dimensions are horizontal. 0 ;Design Results Member Reaction (lbs) Acbm t 0 Location 1408 3 Allowed Result - LDF Load: Combinaeior, _+1. I Shear (lbs) @ 1/2" 1408 1455 (1.75") Passed (979%) 1.15 1.0 D 0 S (AII Spans) 2-10d x 1-1/2 @ 3 1/2" 3485 Passed (40%) 1.15 1.0 D + 1.0 S (All Spans) Moment (Ft lbs) 7744 @ 1l' 3 1/2" 16733 Passed (46%) 1.15 1.0 D + 1.0 S (All Spans) I five Load Defl. (in) 0.354 @ 11'3 1/2" 0.733 Passed (U746) -- 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) . rbaaw,.- ,. - 0.493 @ 11'3 1/2" 1.100 Passed (U536) -- 1.0 D + 1.0 S (AII Spans) " Bracing (tu): All compression edges (top and bottom) must be braced at 6' 11 1/2" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. — SupPa't - - Model - Seat Length - Top Nails Face Nails - Member Nails. Accessories I - Top Mount Hanger MIT418 2.50" 4-16d common 4-16d common 2-10d x 1-1/2 Bearing Jth Loads to Supports (lbs) - Supports Total Available Required Dead Snow : Total Accessories 1 - Hanger on 18" HF beam 3.50" Hangers 1.75"/ 1.75" z 407 1039 1446 See note 2 - Hanger on 18" HF beam 3.50" Hangers1.75" / 1.75" z 407 1039 1446 See note s (0 90) • At hanger supports, the Total Bearing dimension is equal to the width of the material that Is supporting the hanger • s See Connector grid below for additional information and/or requirements. • 2 Required Bearing Length / Required Bearing Length with Web Stiffeners System: Roof Member Type : 3oist Building Use : Residential Building Code : IBC Design Methodology: ASD Member Pitch: 0.25/12 connector. Simpson Stro -Tie Connectors — SupPa't - - Model - Seat Length - Top Nails Face Nails - Member Nails. Accessories I - Top Mount Hanger MIT418 2.50" 4-16d common 4-16d common 2-10d x 1-1/2 2 - Top Mount Hanger MIT418 2.50" 4-16d common 4-16d common 2-10d x 1-1J2 Snowi LOaij Location Sparing (0 90) (115) Comments Roof 1 - Uniform (PLF) 0 to 22' 7" 1 N/A 36.0 92.0 Weyerhaeuser Notes n ; Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published designvalues. Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responible to eyerhaeuser Engineered Lumber Product assure that this calculation is compatible with the overall project. Products manufactured at Weyerhaeuser facilities are third_party certified to sustainable s forestry standards. Ws have been evaluated by ICC ES under technical reports ESR -1153 and ESR -1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www,woodbywy.com/services/s_CodeReports.aspx. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte Software Operator I Job Notes Chris Caley Brian Seyferth & Associates (303)797-7772 chris@seyferth.com 0) SUSTAINABLE FORESTRY INITIATIVE 3/7/2016 5:17:12 PM Forte v5.0, Design Engine: V6.4.0.40 46 Page 1 of 1 MEMBER REPORT Level, Roof.Joist ORTE 1 piece(s) 18" TJI@ S60 @ 24" OC Overall Sloped Length: 6' 7 3/8" o 0 0 All locations are measured from the outside face of left support (or left cantilever end).AII dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) ; Member Reaction (lbs) 384 @ 3 1/2" 1455 (1.75") Passed (26%) 1.15 1.0 D + 1.0 S (All Spans) Shear (lbs) LMoment 384 @ 3 1/2" 3485 Passed (11%) 1.15 1.0 D + 1.0 5 (All Spans) (Ft -lbs) 576 @ 3' 3 1/2" 16733 Passed (3%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in) 0.006 @ T3 1/2" 0.200 Passed (U999+) - 1.0 D + 1.0 S (Ail Spans) f Total Load Defl. (in) • Deflertinn rrirnria• 1 i ti rzrm ....r n 0.008 @ T 3 1/2" n norm 0.300 Passed (L/999+) -- 1.0 D + 1.0 S (All Spans) Bracing (Lu): All compression edges (top and bottom) must be braced at 6' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. .:. Bearing Length Loads to Supports (lbs) $UOIfSTotal; I - Uniform (PLF) Available Required Dead Snow . Total Accessories 1 - Hanger on 18" HF beam 3.50" Hanger, 1.75" / 1.75" z 119 1 303 422 See note , 2 - Hanger on 18" HF beam 3.50" Hanger, 1.75" / 1.75" z 119 303 422 See note , • At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger • , See Connector grid below for additional information and/or requirements. • z Required Bearing Length / Required Bearing Length with Web Stiffeners Connector.- Sim son Stron Tie Connectors T support Model Seat Length Top Nails Face Nails 1 -Top Mount Hanger MIf418 2.50" 4-10d x 1-1/2 4-10d x 1-1/2 2- Top Mount Hanger MIT418 2.50" 4-10d x 1-1/2 4-10d x I I Loads Location Spacing Dead Snow (0.90) (1.15) Comments I - Uniform (PLF) 0 to 6'7" N/A 36.0 92.0 Roof PASSED System : Roof Member Type : Joist Building Use : Residential Building Code : IBC Design Methodology: ASD Member Pitch: 0.25/12 Member Nails Accessories 2-10d x 1-1/2 2-10d x 1-1/2 Weyertliaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR -1153 and ESR -1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx. ,The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte Software Operator I Job Notes Chris Caley Brian Seyferth & Associates (303) 797-7772 chris@seyferth.com (0 SUSUNNAME FORESTRY INITIATIVE 3/7/2016 5:18:33 PM Forte v5.0, Design Engine: V6.4.0.40 47 Page 1 of 1 %i! F O T E " MEMBER REPORT Level, Roof.- Joist 11.E 2 piece(s) 13/4" x 18" 1.9E Microllam@ LVL @ 24" OC E a All locations are measured from the outside face of left support (or left cantilever end).AII dimensions are horizontal. Design Results Actual 0 Location Allowed Result 1 DF Load: Combination (Pattern) Member Reaction (lbs) IS(lbs) 3833 @ 7 1/4" 3938 (1.50") Passed (970%) - 1.0 D + 1.0 S (Ali Spans) 3620 @ 2' 1 1/4" 13766 Passed (26°10) 1.15 1.0 D + 1.0 S (Ail Spans) Moment (Ft -lbs) 24957 @ 12' 11 3/4" 46349 Passed (54%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in) 1.048 @ 15' 6 7/8" 1.038 Passed (L/357) 1.0 D + 1.0 S (Ali Spans) Total Load Defl. (in) • rlonnri '.i_" . � rI - 1.402 @ 15' 6 15/16" - 1.557 Passed (L/266) -- 1.0 D + 1.0 S (AII Spans) PASSED 0 System : Roof Member Type :.hist Building Use : Residential Building Code: IBC Design Methodology : ASD Member Pitch: 0.25/12 Bracing (Lu): All compression edges (top and bottom) must be traced at 7' 3 7/8" 0/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required m achieve member stability. A 4% increase in the moment capacity has been added to account for repetitive member usage. — ----- ------ i Bearing Length Loads to Supports (Ibs) — ---- -- -- Supports Total Available Required Dead Snow Total Accessories 1 - Hanger on 18" HF beam 7.25" Hanger, 1.50" 995 2924 3919 See note Z -Hanger on 18" HF Cream 7.25" Harrger� 1.50" 696 2053 2749 See rrote r • At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger • ' See Connector grid below for additional information and/or requirements. Connector: Simpson Strom -Tie ConnectiDrs - _--- -PP-t 1 - Top Mount Hanger Model Seat Length Top Nails Face Nails Member Nails Accessories 2 HWU3.56/18 3.25" 4-16d common 4-16d common 6-10d x 1-1/2 - Top Mount Hanger HWI418 2.50" 4-16d common N/A 2-10d x 1-1/2 Loads Dead Snow Location . spacing (0.90) (1.15) Comments 1 - Uniform (PLF) 0 to 32'4* N/A 36.0 106.0 Roof 2 - Point (lb) 5' N/A 119 303 3 - Point (lb) 8' N/A 407 1246 Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published designvalues. Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR -1153 and ESR -1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.comlservices/s_CodeReports.aspx. The product application, input design loads, dimensions and support information have been provided by Forte Software operator Forte Software Operator I Job Notes Chris Caley Brian Seyferth 8 Associates (303)797-7772 rhris@Seyferth.com 1 SU'STAINA3tE r-DRESTRY INITIATIVE 3/7/2016 5:28:48 PM Forte v5.0, Design {/y�Efngine: V6.4.0.40 1 0 Page 1 of 1 H 1 Cx! l izoc.)F rRAN\ c -T RcbF►�ib� %,� #1,c� Ile PL\l WOOD i, 5 lyf 2 rKAM14(x Z.0 %r 7- 3.0 3.0 2 #/rt z u 5 s 2 x l t C/C N 5141 - L13 A .-114" yrs Co^Aponz�1t7T+cTI Z I USE (2) 2x /0 UM I T� = �55 5EC Commu- OuTpc1r PROJECT: S-'rARBuc'K.s BRIAN SEYFERTH & ASSOCIATES, INC PROFESSIONAL ENGINEE PROJECT NO: 151zo DRAWN: C CHECKED: DATE: ? J 3 J S REVISED: TITLE: SHEET: 4'-/ " MEMBER REPORT Level, Roof: Joist CORT1 piece(s) 2 x 10 Hem -Fir No. 2 @ 16" OC Overall Sloped Length: 20' 1 5/8" 0 0 12 1' 6" 17' All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) i Member Reaction (lbs) 562 @ V8 3/4" 3353 (5.50") Passed (17%) -- 1.0 D + 1.0 S (Adj Spans) Shear (lbs) 410 @ 2'8 11/16" 1596 Passed (26%) 1.15 1.0 D + 1.0 S (Adj Spans) I Moment (Ft -lbs) 1863 @ 10' 2204 Passed (85%) 1.15 1.0 D + 1.0 S (Alt Spans) Live Load Defl.(in) 0.514 @ 10' 0.553 Passed (L/388) 1.0 D + 1.0 S (Alt Spans) Total Load Defl. (in) 0.714 @ 10' 0.830 Passed (1./279) - 1.0 D + 1.0 S (Alt Spans) Deflection criteria: LL (L/360) and TL (L/240). Overhang deflection criteria: LL (2t/360) and TL (21/240). Bracing (Lu): All compression edges (top and bottom) must be braced at 4'2" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. A 15% increase in the moment capacity has been added to account for repetitive member usage. Applicable calculations are based on NDS 2005 methodology. Bearing Length ( Loads supports Total Available Required Dead snow Total Accessories I - Beveled Plate - HF 5.50" 5.50" 1.50" 161 402 563 Blocking 2 - Beveled Plate - HF 5.50" 5.50" 1.50" 161 402 563 Blocking • Blacking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be In accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for Installation details. (www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to %assure that this calculation is compatible with the overall project. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte Software Operator i Job Notes 1, �, C.hns Ca!ey j BrO..n Se;ferth 3 AssoVataS (303) 797-7772 Cutis@saV'fe'ln --am 1 I PASSED System : Roof Member Type : Joist Building Use : Residential Building Code : IBC Design Methodology : ASD Member Pitch: 1/12 0 SUST4tNAB 'c r0RESTRY INITiATIVC 2/3/2015 2.53:37 PM Forte v4.6, Design Engine: V6.1.1.5 S6 Page 1 of 1 '� MEMBER REPORT Level, Roof.- Joist PASSED 2 piece(s) 2 x 10 Hem -Fir No. 2 @ 12" OC 0 F Overall Sloped Length: 20' 1 5/8" 17' All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. 1' 6" Design Results Actual 0 Location Allowed Result LDF I Load: Combination (Pattern) Member Reaction Qbs) 1125 @ 1' 8 3/4" 6706 (5.50") Passed (17%) -- 1.0 D + 1.0 S (Adj Spans) Shear (lbs) 819 @ 2' 8 11/16" 3191 Passed (26%) 1.15 1.0 D + 1.0 S (Adj Spans) _ Moment (Ft -lbs) 3727 @ 10' 4408 Passed (85%) 1.15 1.0 D + 1.0 S (Alt Spans) Live Load Dell. (in) 0.514 @ 10' 0.553 Passed (L/388) 1.0 D + 1.0 S (Alt Spans) Total Load Dell. (in) 0.714 @ 10' 0.830 Passed (L/279) 1.0 D + 1.0 S (Alt Spans) Deflection criteria: LL (L/360) and TL (1-/240). Overhang deflection criteria: LL (21./360) and TL (2tJ240). Bracing (Lu): All compression edges (top and bottom) must be braced at 6' 113/8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. A 15% increase in the moment capacity has been added to account for repetitive member usage. Applicable calculations are based on NDS 2005 methodology. Bearing Length Loads bo Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Beveled Plate - HF 5.50" 5.50" 1.50" 321 804 1125 Blocking 2 - Beveled Plate - HF 5.50" 5.50" 1.50" 321 804 1125 Blocking • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Dead Snow Loads Location Spacing (0.90) (1.15) Comments 1 - Uniform (PLF) 0 to 20' N/A 32.0 80.0 Roof j Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. The product application, input design toads, dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes Chris Ca'ey 1 Brian Seyfenh 8 Associates 1 (303)797-7772 1 chris@sey-fenh.com i I System : Roof Member Type : Joist Buildng the : Residential Building Code : IBC Design Methodology: ASD j Member Pitch: 1/12 ({cSj 51U5TAINABL[ FORESTRY INITIATIVE 2/3/2015 3:18:40 PM Forte v4.6, Design Engine: V6.1.1.5 S! Page 1 of 1 N�ADE� (� kl&sT Z" ri om S-rou .r'i SPAJ4 = 1z' Q = 402 362 fFr Si,1 I(,,, /6 D.L. USE (Z) 1341 x SEE. OUTPUT PROJECT: BRIAN SEYFERTH & ASSOCIATES, IN PROFESSIONAL ENGINEE PROJECT NO: 151 Zo DRAWN: (.[)(_ CHECKED: DATE: 111 REVISED: TITLE: SHEET: S -Z T E MEMBER REPORT Level, Wall: Header 2 piece(s) 13/4" x 9 1/4" 1.9E Microllam® LVL 0 Overall Length: 12'3" 12' All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. 0 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) - { Member Reaction (lbs) 2646 @ 0 3806 (1.50") Passed (70%) 1.0 D + 1.0 5 (All Spans) i Shear (lbs) 2259 @ 10 3/4" 7074 Passed (32%) 1.15 1.0 D + 1.0 S (All Spans) Moment (Ft -lbs) 8102 @ 6' 1 1/2" 12884 Passed (63%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Dell. (in) 0.370 @ 6' 1 1/2" 0.408 Passed (L/397) 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) 0.529 @ 6' 1 1/2" 0.613 Passed (L/278) 1.0 D + 1.0 S (All Spans) Deflection criteria: LL (L/360) and TL (L/240). Bracing (Lu): All compression edges (top and bottom) must be traced at 12' 3" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - — —Loads to Supports Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - HF 1.50" 1.50" 1.50" 796 I 1850 2646 None 2 - Trimmer - HF 1.50" 1.50" 1.50" 796 1850 2646 None Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte Software Operator ----I Job Notes Chris Caley Brian Seyferth & Associates (303)797-7772 chris@seyferth.corn PASSED System: Wall Member Type : Header Building Use : Residential Building Code: IBC Design Methodology : ASD l SF3STAUNABi E FORESTRY INIT!ATiVF. 2/3/2015 3:34:57 PM Forte v4 6, Design Engine: V6.1,1.5 S3 Page 1 of 1 Tributary Dead Snow` Loads Location Width (0.90) (1.15) Comments 1 - Uniform (PLF) 0 to 12' 3" N/A 121.0 302.0 Residential - Living Areas Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte Software Operator ----I Job Notes Chris Caley Brian Seyferth & Associates (303)797-7772 chris@seyferth.corn PASSED System: Wall Member Type : Header Building Use : Residential Building Code: IBC Design Methodology : ASD l SF3STAUNABi E FORESTRY INIT!ATiVF. 2/3/2015 3:34:57 PM Forte v4 6, Design Engine: V6.1,1.5 S3 Page 1 of 1 �J � (z9o"/zl-o) - 4G -J%,, 'bEAZ Loco De►ior) (e>55 lt/a!- o) : 44& t/A, SXJ 4 V/ USE 56, x 9 &L-U4A^,,, U! l IT� = Zl. -/-- (-3) 134 x 94 LVL) 5Eg=- 4-0AAPuT62 OuTPor r1QU I".li Bl_DEf USE 5 t x 91" &wLc�.-N '7s 03 PROJECT: s 4mxe-s BRIAN SEYFERTH & ASSOCIATES, INC PROFESSIONAL ENGINEEF PROJECT NO: 1151 zo DRAWN: �^ L CHECKED: DATE: REVISED: TITLE: SHEET: 5-f MEMBER REPORT Level, Wall: Header 1 piece(s) 5 1/8" x 9" 24F -V4 DF Glulam Overall Length: 7' 6' 9" 0 All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) { Member Reaction (lbs) 2094 @ 0 4997 (1.50") Passed (42%) 1.0 D + 1.0 L (All Spans) i Shear (lbs) 1570 @ 10 1/2" 8149 Passed (19%) 1.00 1.0 D + 1.0 L (All Spans) ; Pos Moment (Ft -lbs) 3664 @ 3'6" 13838 Passed (26%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.043 @ 3'6" 0.233 Passed (L,/999+) -- 1.0 D + 1.0 L (All Spans) I oral coax wen. (m/ o _L u.3SU ) F a55e0 {L/999+) L -- 11.0 D + 1.0 L (All Spans) --- Deflection criteria: LL (L/360) and TL (L/240). Bracing (Lu): All compression edges (top and bottom) must be braced at T o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L = 7'. The effects of positive or negative camber have not been accounted for when calculating deflection. The specified glulam is assumed to have its strong laminations at the bottom of the beam. Install with proper side up as indicated by the manufacturer. Applicable calculations are based on NDS 2005 methodology. Bearing LengthLoads to Supports (lbs) I Supports Total Available Required Dead l Total Accessories I 1 - Trimmer - HF 1.50" 1 1.50" 1.50" 547 1547 2094 None j 2 - Trimmer - HF 1.50" 1 1.50" 1 1.50" 547 1547 2094 None i Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to i circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. The product application, input design bads, dimensions and support information have been provided by Forte Software Operator ' Forte Software Operator Job Notes I Ch';, Galey Brian Sederth & Associate (303)797-7772 Chris �sey!e�th-co:n PASSED System : Wall Member Type : Header Building Use : Residential Building Code : IBC Design Methodology: ASD 0 SUSTAJNA3! E FOPESTR`' INIPWA IVE 2/6/2015 11:52:53 A✓Lt Forte v9.6, Design Engine: V6.1.1.5 Page t of 1 Tributary Dead Floor Live Loads Location Width (0.90) (1.00) Comments 1 - Uniform (PLF) 0 to T N/A 145.0 442.0 Residential - Living Areas i Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to i circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. The product application, input design bads, dimensions and support information have been provided by Forte Software Operator ' Forte Software Operator Job Notes I Ch';, Galey Brian Sederth & Associate (303)797-7772 Chris �sey!e�th-co:n PASSED System : Wall Member Type : Header Building Use : Residential Building Code : IBC Design Methodology: ASD 0 SUSTAJNA3! E FOPESTR`' INIPWA IVE 2/6/2015 11:52:53 A✓Lt Forte v9.6, Design Engine: V6.1.1.5 Page t of 1 T " ht E,-1BER REPORT Level, Wall.Header PASSED ? 3 piece(s) 1 3/4" x 7 1/4" 1.9E Microllam® LVL 0 0,fer;ll Length: 7' 6'9' 0 0 All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. 0 Design Results Actual @ Location Allowed Result LDF I Load: Combination (Pattern) Member Reaction (lbs) 2091 @ 0 5709 (1.50") Passed (37%) -- 1.0 D + 1.0 L (All Spans) Shear (lbs) 1656 @ 8 3/4" 7232 Passed (23%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft -lbs) 3660 @ 3' 6" 10672 Passed (34%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.084 @ 3'6" 0.233 Passed (L/999+) -- 1.0 D + 1.0 L (All Spans) Total Load Defl. (in) 0.114 @ 3' 6" 0.313 Passed (L/740) -- 1.0 D + 1.0 L (All Spans) Deflection criteria: LL (L/360) and TL (5/16"). Bracing (Lu): All compression edges (top and bottom) must be braced at 7' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte Sofhvare Operator Cn��s Ca?e7 Brian Se1fe-th S Associa'es (303) 797-7772 ch^sCse}de,^,n corn Job Notes System : Wall Member Type : Header Building Use : Residential Building Code: IBC Design Methodology: ASD 0 SUST.AINdAM E FORESTRY INIT'uaTIV, 21612015 11,53:27 AM Forte v4.6. Design Engine: V6.1.1.5 156 Page 1 of 1 Bearing Length Loads to supports (lbs) Supports Total Available Required Dead Fler Total Accessories I Comments j 1 - Uniform (PLF) Li 1 - Trimmer - HF 1.50" 1.50" 1.50" 544 1547 2091 None j 2 - Trimmer - HF 1.50" 1.50" 1.50" 544 1547 2091 None Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte Sofhvare Operator Cn��s Ca?e7 Brian Se1fe-th S Associa'es (303) 797-7772 ch^sCse}de,^,n corn Job Notes System : Wall Member Type : Header Building Use : Residential Building Code: IBC Design Methodology: ASD 0 SUST.AINdAM E FORESTRY INIT'uaTIV, 21612015 11,53:27 AM Forte v4.6. Design Engine: V6.1.1.5 156 Page 1 of 1 I Loads Location Tributary Width Dead (0.40) Floor Live (1.00) Comments j 1 - Uniform (PLF) 0 to 7' N/A 145.0 442.0 Residential - Living Areas Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte Sofhvare Operator Cn��s Ca?e7 Brian Se1fe-th S Associa'es (303) 797-7772 ch^sCse}de,^,n corn Job Notes System : Wall Member Type : Header Building Use : Residential Building Code: IBC Design Methodology: ASD 0 SUST.AINdAM E FORESTRY INIT'uaTIV, 21612015 11,53:27 AM Forte v4.6. Design Engine: V6.1.1.5 156 Page 1 of 1 " MEMBER REPORT Level, Wall. Header PASSED 1 piece(s) 5 1/8" x 9" 24F -V4 DF Glulam 0 Overall Length: 10' 3" 10' 0 Q All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual 9 Location Allowed Result LOF Load: Combination (pattern) Member Reaction (lbs) 4875 @ 0 4997 (1.50") Passed (98%) 1.0 D + 1.0 S (All Spans) Shear (lbs) 4043 @ 10 1/2" 9371 Passed (43%) 1.15 1.0 D + 1.0 S (All Spans) Pos Moment (Ft -lbs) 12492 @ 5' 1 1/2" 15913 Passed (79%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in) 0.268 @ 5' 1 1/2" 0.342 Passed (L/459) 1.0 D + 1.0 S (All Spans) Total Load Der. (in) 0.422 @5' 1 1/2"_ 0.512 Passed (L/292) —_ 1.0 D + 1.0 S (All Spans)— Deflection criteria: LL (L/360) and TL (L/240)_ Bracing (Lu): All compression edges (top and bottom) must be braced at IVY o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L = 10'3'*. The effects of positive or negative camber have not been accounted for when calculating deflection. The specified glulam is assumed to have its strong laminations at the bottom of the beam. Install with proper side up as indicated by the manufacturer. Applicable calculations are based on NDS 2005 methodology. Bearing Length Loads to Supports{lbs) Supports Total Available Required Dead Snow Total Accessories 1 -Trimmer - HF 1.50" 1.50" 1.50" 1774 3101 4875 None 2 - Trimmer - HF 1.50" 1.50" 1.50" 1774 3101 4875 None (Votes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to i circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes c+ C; 3,!nn Sev'f -.'18w'As5:;�ia:e5 f3G3)797-7772 cn-i935eyferth com 0 System: Wall Member Type : Header Building Use : Residential i Building Code : I8C Design Methodology : ASD �'.�STAIiJAB' E FrR STRY IPFITtAT{VF 2/612015 1.3706 PM Forte v4.6, Design Engine V6 1 1 5 S7 Page 1of1 I Loads Location Tributary Width DeadSnow (0.90) (1.15} Comments 1 - Uniform (PLF) 0 to 10' 3" N/A 335.0 605.0 Residential - Uving Areas— (Votes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to i circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes c+ C; 3,!nn Sev'f -.'18w'As5:;�ia:e5 f3G3)797-7772 cn-i935eyferth com 0 System: Wall Member Type : Header Building Use : Residential i Building Code : I8C Design Methodology : ASD �'.�STAIiJAB' E FrR STRY IPFITtAT{VF 2/612015 1.3706 PM Forte v4.6, Design Engine V6 1 1 5 S7 Page 1of1 MEMBER REPORT Level, Walt. Header PASSED 'i 3 piece(s) 1 3/4" x 9 1/4" 1.9E Microllam@ LVL 0 Overall Length: 10' 3" 10' M All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual 0 Location. Allowed Result LDF Load., Combination (Pattern) Member Reaction (lbs) 4886 @ 0 5709 (1.50") Passed (86%) 1.0 D + 1.0 S (All Spans) Shear (lbs) 4032 @ 10 3/4" 10611 Passed (38%) 1.15 1.0 D + 1.0 S (All Spans) I Moment (Ft -lbs) 12521 @ 5' 1 1/2" 19327 Passed (65%) 1.15 1.0 D + 1.0 S (AII Spans) Live Load Defl. (in) 0.248 @ 5' 1 1/2" 0.342 Passed (L/496) -- 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) _ 0.391_@ 5' 1 1/2" 0.512 Passed (1-/_31_4)_ -_- 1.0 D + 1.0 S (All Spans) • Deflection criteria: LL (L/360) and TL (L/240). Bracing (Lu): All compression edges (top and bottom) must be braced at 10'3" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve mentoer stability. Supports Bearing Length Total Avaflable Required Loads ib suPP'� (lbs) Dead Snow Total Accessories 1 - Trimmer - HF 1.50" 1.50"1.50" 1786 3101 4887 None 2 - Trimmer - HF 1.50" 1.50" 1 1.50" 1786 3101 4887 None ------ --- Tributary Dead -- Loads Location Width (0.90) (L35) I Comments 1 - Uniform (PLF) 0 to 10' 3" N/A 335.0 605.0 Residential - Living Areas Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blacks) are not designed by this software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte Software Operator Cnr-s Catey Bran Sa}!erth . Assoc2tes (303) 797-7772 ch=is@ se,tenh corn Job Notes --- ---- ------ - - i 0 System: Wall Member Type: Header Building Use : Residential Building Code : IBC Design Methodology : ASD 0 5L;'STAINABLE fURE5TRY INITtATIVE 2/612015 1:42:31 PM Forte v4.6. Design Engine: Vo. 1.1.5 0 U Page t of I /r �, 1�C r 531 ��F, 5/16t-/ Z � V4_ our pc7T PROJECT: S -r ,�jc k BRIAN SEYFERTH & ASSOCIATES, IN( PROFESSIONAL ENGINEE PROJECT NO: J51zo DRAWN: (7 SSC CHECKED: DATE: REVISED: TITLE: SHEET: 57 'RF T MEMBER REPORT Level, Walla Header PASSED 1 piece(s) 5 1/8" x 12" 24F -V4 DF Glulam 0 Overall Length: 12' 6" 12' Ifl 9 All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. 0 Design Results Actual 0 Location Allowed Result LDP I Load: Combination (Pattern) Member Reaction (lbs) 5231 @ 1 1/2" 9994 (3.00") 1 Passed (52%) 1.0 D + 1.0 S (All Spans) Shear (lbs) 4185 @ 1' T' 12495 Passed (33%) 1.15 1.0 D + 1.0 S (Ail Spans) Pos Moment (Ft -lbs) 15699 @ 6'3" 28290 Passed (55%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in) 0.203 @ 6' 3" 0.408 Passed (L/726) -- 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) L 0.319 @ 6' 3" 0.613 Passed (L/460) -- 1.0 D + 1.0 S (All Spans) Deflection criteria: LL (L/360) and TL (L/240). Bracing (Lu): Ali compression edges (top and bottom) must be braced at IT 6" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L = 12' 3". The effects of positive or negative camber have not been accounted for when calculating deflection. The specified glulam is assumed to have its strong laminations at the bottom of the beam. Install with proper side up as indicated by the manufacturer. Applicable calculations are based on NDS 2005 methodology. Bearing Length - - - Loads to Supports (lbs) -- -- Supports Total Available Required Dead snow Total Accessories 1 - Trimmer - HF 3.00" 3.00" 1.57" 1912 3319 5231 None 2 - Trimmer - HF 3.00" 1 3.00" 1.57" 1912 3319 5231 None 1 Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. I The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte software Operator Chris Cary Brian Se = `h & Assoc,ates (303) ?97-7772 chrisCseyferth.ccm Job Notes System: Wall Member Type : Header Building Use : Residential Building Code : IBC Design Methodology. ASD �bSUSTAINAKE FORESTRY INITlATiVc 2/6/2015 1:59:51 PM Forte v4.6, Design Engine: V6.1.1.5 /j% Page 1 of 1 Tributary Dead Snow Loads Location Width (0.90) 1 (1.15) comments 1 - Uniform (PLF) 0 to 12'6" N/A 291.0 531.0 Residential - Living Areas 1 Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. I The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte software Operator Chris Cary Brian Se = `h & Assoc,ates (303) ?97-7772 chrisCseyferth.ccm Job Notes System: Wall Member Type : Header Building Use : Residential Building Code : IBC Design Methodology. ASD �bSUSTAINAKE FORESTRY INITlATiVc 2/6/2015 1:59:51 PM Forte v4.6, Design Engine: V6.1.1.5 /j% Page 1 of 1 0 MEMBER REPORT Level, Wall Header PASSED 3 piece(s) 13/4" x 11 7/8" 1.9E Microllam® LVL Overall Length: 12'6" 12' N 9 All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual 0 Location Allowed Result LDF Load: Combination (Pattern) , Member Reaction (lbs) 5245 @ 1 1/2" 11419 (3.00") Passed (46%) -- 1.0 D + 1.0 S (All Spans) Shear (lbs) 4205 @ 1'27/8" 13622 Passed (31%) 1.15 1.0 D + 1.0 S (All Spans) Moment (Ft -lbs) 15742 @ 6'3" 30788 Passed (51%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in) 0.213 @ 6' 3" 0.408 Passed (L/691) -- 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) _— _0.33_6 @ 6'3" _ 0.613 Passed (1./437) 1.0 D + 1.0 S (All Spans) Deflection criteria: LL (L/360) and TL (U240)• Bracing (Lu): All compression edges (top and bottom) must be braced at 12'6" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. Bearing Length Loads to Supports (Jbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - HF 3.00" 3.00" 1.50" 1926 1 3319 5245 None 2 - Trimmer - HF 3.00" 3.00" 1.50" 1926 1 3319 5245 None -- - Snow Loads Location �Wid�( ) (1.15) Comments 1 -Uniform (PLF) 0 to 12'6" N/A 291.0 531.0 Residential - Living Areas Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for installation details. (www.woodb,/wy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte Software Operator Brian Seydartn E Asccla!es j (363)797-7772 Chris n. coin 0 j System : Wall Member Type : Header Building Use : Residential Building Code : IBC 1 Design Methodology: ASD S"STAINA8_E F0RiF5TRY INITiADVP ----------------------------------------- Job Notes i 2/6/2015 2.00:18 PI4) - Forte v4.6, Design Engine: V6.1.1.5 i � / Page 1 of I SOUTH 0, L 317-4�r ()z/i(p)(- 55 �) 5 Z 1/r -r USE. 5�;, X al " W I T4 -7 q b J = F 2- - 13507 PROJECT: BRIAN SEYFERTH & ASSOCIATES, INC 61 L.0 &AVJ r c-e-1ppu FON rV tr PROFESSIONAL ENGINEE I24* = 3 ,9 �Ay � 1 G./ PROJECT NO: DRAWN:°"lJ,e CHECKED: DATE: REVISED: TITLE: SHEET: 6 Z �� MEMBER REPORT Level, Walla Header 1 piece(s) 5 1/8" x 21" 24F -V4 DF Glulam 0 Overall Length: 20'3" 19'6" 0 All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. 2 0 Design Results Actual @ Location Allowed Result LDF I Load: Combination (Pattern) Member Reaction (lbs) 13508 @ 3" 14991 (4.50") Passed (90%) -- 1.0 D + 1.0 S (Ali Spans) Shear (lbs) 10673 @ 2' 1 1/2" 21866 Passed (49%) 1.15 1.0 D + 1.0 S (All Spans) Pos Moment (Ft -lbs) 65051 @ 10' 1 1/2" 82427 Passed (79%) 1.15 1.0 D + 1.0 S (Ail Spans) Live Load Defl. (in) 0.344 @ 10' 1 1/2" 0.658 Passed (L/688) 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) 0.642 @ 30' 1 1/2" 0.988 Passed (1-/369) 1.0 D + 1.0 S (All Spans) Deflection criteria: LL (1-/360) a, id TL (L/240). Bracing (Lu): All compression edges (top and bottom) must be braced at 20'3" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. Critical positive moment adjusted by a volume factor of 0.95 that was calculated using length L = 19' 9". The effects of positive or negative camber have not been accounted for when calculating deflection. The specified glulam is assumed to have its strong laminations at the bottom of the beam. Install with proper side up as indicated by the manufacturer. Applicable calculations are based on NDS 2005 methodology. Supports Bearing Length Total, Available Required Loads to Supporta (lbs) Dead Snow Total Accessories 1 - Trimmer - HF 4.50" 4.50" 4.06" 6259 7250 13509 None 2 - Trimmer - HF 4.50" 4.50" 1 4.06" 6259 7250 13509 None Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. j Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for installation details. (www.woodbyvvy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Nofes i cr,scaiev r ---- -- -- Brinm Seyfern 8 Asscc ates (303)797-7772 i Chris^Se PY7,;om PASSED System: Wall Member Type : Header Building Use : Residential Building Code : IBC Design Methodology : ASD t1- SL,ST� V'-J,*_E FORESTR'I INITIATIVE 216/2015 3:16:40 Pfv4 Forte v4.6, Design Engine. V6 1. 1-5 63 Page 1 of 1 Loads Location Tributary Dead Width (0.90) Snow (1.15) Comments 1 - Uniform (PLF) 0 to 20' 3" N/A 592.0 716.0 1 Residential - Living I Areas Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. j Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for installation details. (www.woodbyvvy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Nofes i cr,scaiev r ---- -- -- Brinm Seyfern 8 Asscc ates (303)797-7772 i Chris^Se PY7,;om PASSED System: Wall Member Type : Header Building Use : Residential Building Code : IBC Design Methodology : ASD t1- SL,ST� V'-J,*_E FORESTR'I INITIATIVE 216/2015 3:16:40 Pfv4 Forte v4.6, Design Engine. 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Vow To � 05s V (p I(v HA.M6pez. PROJECT: . Ageo -' BRIAN SEYFERTH & ASSOCIATES, IN PROFESSIONAL ENGINEE PROJECT NO: )517-z) DRAWN: CDC CHECKED: DATE: ?f III is REVISED: TITLE: SHEET: 70 - These products are available with additional corrosion protection. Additional products on this page may also be available with this option, check with Simpson Strong-rre for details. SIMPSON Strong Tie CODES: See page 20 for Code Reference Key Chart. Joist JSize oist Model No. Ga Dimensions Fasteners DF/SP Allowable Loads Installed lad t (iCl) Ret W H B Max- Header tOd 1150 Joist Uplift Floor (100) Snow (115) Roof {125 (160) tOd 16d 100 1150 tOd 1150 SAWN LUMBER SIZES LUS46 18 3956 49/ 2 — — 4-16d 4-16d 1165 — 1030 — 1180 — 1280 Lowest U46 16 3956 4% 2 —1 8-10d 8-16d 4-10d 740 975 1150 1100 1305 1185 1410 37% 4x6 HUS46 14 39/6 5 2 — — 4-16d 4-16d 1235 — 1065 — 1210 — 1305 152% HU46/HUC46 14 395 e 5956 2'14 Min — 8-16d 4-1 Od 760 — 1190 — 1345 — 1445 19 1 14 3956 5Yle 2% Max — 12-16d 6-10d 1135 — 1785 — 2015 — 2165 185% LUS46 18 39/,e 4e/ 2 — — 4-16d 4-16d 1165 — 1030 — 7 1180 — 1 1280 Lowest U46 16 39/6 4'/e 2 8-10d 8-16d 4-10d 740 975 11501 1100 1, 1305 1185 1410 37% 4x8 LUS48 18 3%s 69/. 2 — — 6-16d 4-i6d 1165 — ` 1315 — 1500 — 1625 40°/6 HUS48 14 39/,6 6'-6 2 — i 6-16d 6-16d 1550 — 1595 — 1815 — 1960 203% HU48/HUC48 14 39/6 679/6 2'h Min = 10-16d 4-100 760 ' — 1490 — ; 16801 — 1 1805 213% LUS48 14 18 39/6 39/,6 6%e 691 1 2'h 2 Max i 14-16d i 1 6-16d 6-100 4-16d 1135 : 1165 — ' 2085 — 1315 — ! 23501 — 1500 — 2530 — 1625 235% Lowest (t LUS410 18 395e 8'/, 2 — — 8-16d 111 1745 — " 1830 — 120901 — 2265 19% ! 410 U410 16 3956 8% 1 2 — 14-100 I 14-16d i 6-10d 1110 1705 2015 1930 ' 2285 2075 2465 HUS410 14 3956 81Me 2 — — 8-16d 8-16d 3295 — 21251 — 1 2420 — 2615 Lowest HU410/HUC410 LUS410 14 14 18 3956 31;6 3s/,6 8% 8% 8Y 2'h 2'h 2 Min Max — — — — 14-16d 18-16d 1 8-16d 6-10d 1D -10d 6-16d 1135 1895 1745 j — 20851 — 26801 1830 — 2350 — ' 3020 — 2090 ! — 1 25301 — 32 01 — 22651 253% Lowest 1 ! LUS414 18 39 6 109/, 2 — 10 1150 1 111 1745 1 — 2110 — 2410 — 2610 ; 33% 0410 16 39/6 89/e 2 — 14-10d 14-16d i 6-10d 1110: 1705 , 2015 1930 2285 j 2075 ! 2465 ! 46% 412 HUS410 14 39/6 819/6 2 — — 8-16d 8-16d 3295 `: — ' 2125 — 2420 — 2615 114% HUS412 14 39/16 10'/2 2 — — 10-16d 10-16d 3635 — '; 2660:3265 1 129% HU412/HUC412 LUS410 14 14 18 39/6 3956 3% 105/,6 105/6 8% 2'h 2'h 2 Min; Max' — — — — 116-16d 22-16d 8-16d 6-10d 10-10d 6-16d 1135 1895 ; 1745 I— — ! 2380 — 3275 1830 ; — ! 2685; — 3695 : — 1 20901 — 28901 — 39701 22651 268% 290% Lowest 17, P6, L17 LUS414 18 We 10% 2 — — 10-1150 111 1745 — 2110 — 1 24101 — 2610 33% 4x14 U414 16 3% 10 2 — 16-1 Od 16-16d 6-10d 11101 1945 2305122051 2615 i 2375 2820 93% HUS412 14 3156 101h 2 — —10-16d 1 10-16d 3635 — 2660 i — i 3025 — 3265. 129% HU414/HUC414 14 3956 1234 2'h Min — 18-16d 8-100 1515 ; — ! 2680 — 3020 — 3250 333% 14 39/6 12% 2'h 1 Max — ! 24-16d 12-1 Od 20151, — 13570? — 14030 i — 4335 355% U414 16 3% 10 2 — 16-10d ' 16- 6d , 6-10d 1110 1945:2305 ' 2205 ' 2615 i 2375 2820: Lowest 4x16 HUS412 14 39/,6 10'x4 2 — — 10-16d 10-16d 3635 — ' 2660 — 3025 1 — ; 3265 19% HU416/HUC416 14 16 135/e 2'/2 in ! — 20-16d ! 8-10d 1515 i — 1 29751 — 3360 — ! 3610 i 167% 146 13V E13%. 2'hMax 26-160 12-10d 2015 — 3870 , — 4365 — 4695 178%U66 16h 2 — 8-10d 8-16d 4-10d 740 975 115011100 1305 1185 1410 6x6 HU66/HUC66 14 5'h 4% 2h Min — 8-1150 4-16d 900 — 1190 — 1345 — 1445 14 5'h 49/ie 2'/z Max — 12160 6160 1345 — 1785 — 2015 — 2165 t U66 16 5'/2 5 2 — 8-10d 8-160 4-10d 740 975 ! 1150 1100 1305 1185 1410 6x8 14 HU68/HUC68 51/2 511/,6 2'h Min ! — 10-16d 4-16d 900 14 51/2 519/,6 2'/2 Max i — 14-16d , 6-16d 1345 : — t 2085; — 2350 — 1 2530 0610 16 514 8'h 2 — 14-10d i 14-16d 6-100 —11-1-01 1705 2015 1930 2285 2075 2465 6x10 HU610/HUC610 14 5'h 736 2f2 Min — 14 1150 6160 1345 , — 2085 — 2350 — 2530 14 51/2 73e 2'h Max — 18 i6d 8 i6d 1795 3020 — 3250 6x12 HU612/HUC612 14 14 5'h 5'h 99/e 93/e 2'h Min 2'h Max — — i6 1150 22 l6d . 6 1150 8 1150 1345 1795 — 2380 — 3275 ' — 1 2685 , — 3695 — 2890 — 3970 6x14 HU614/HUC614 14 14 5'h 5'h 115/e 2'h Min 11 'Ye 2'h Max — — 18 1150 24-1150 $ 1150 12160 1795 2695 — 2680 — 3570 1 — 3020 — LIM I — 3250 — 143351 6x16 HU616/HUC616 14 5'/2 12'%e 21h Min — I 20-16d ' 8-160 I 1795' —1 2975 —C33601 — 1 3610 14 5% 12"/e 21/2 Max! — ; 26-16d s 12-160 1 26951 — ! 38701 — 43657 — 4695 . 8x8 HU88/HUC88 14 Th 6% 214 Min — 10-1150 4-1150 900 — ' 1490 — 1680 — 1805 14 Th 6% 2'h Max — 14-16d 6-16d 1345 — 20- — 23501 2530 800 HU810/HUC810 147'h 14 7'h 81A 2'l2 Min 89/6 2'h Max — — 14 1150 18-1150 6-1150 8-160 1345 1195 — :2085 ! — 2680 — i 22-901 — 3020 2530 — 3250 8x12�HL1814/HUC814 U812/HUC812 14 7'h 10'/e 2'h Min — 16-16d 6-160 1345 — 2380 — 2685 — 2890 14 7'h 10'/6 214 Max — 22-16d 8-16d 1795 — 3275 — 3695 — 3970 160 8x14 14 14 7Y 11'/e 2'h Min 7'/2 11'/6 2'h Max — — 18 160 24-160 8160 1795 i 12-160 126951 — 2680 1 3570+ — , 30201 — 4030 3250 — 4335 8x16 HU816/HUC816 14 Th 1335 2'h Min — 20-160 8-16d 1795 — 2975 — 3360 — 3610. 14 7'h 136/e 2'h Max — 261601 12-16d 2695 — 138701 143651— 14695 1. Uplift loads apply to 10d and 16d header fasteners. Uplift loads have been increased for wind or earthquake loading with no further increase allowed. Reduce where other loads govern. 2. 10d commons or 16d sinkers may be used instead of the specified 16d at 0.84 of the table load value. 3. 16d sinkers may be used instead of the specified 1 Od commons with no load reduction. (16d sinkers are not acceptable for HDG applications.) 4. MIN nailing quantity and load values—fill all round holes; MAX nailing 76 quantity and load values—fill all round and triangle holes. 5. OF/SP loads can be used for SCL that has fastener holding capacity of Doug Fir. . r 6. Truss chord cross -grain tension may limit allowable loads. Refer to technical bulletins T-ANSITPISPE T-ANSITPISP and T-ANSITPIDF for allowable loads that consider ANSI/TPI 1-2007 wood member design criteria (see page 213 for details) ° M 7. NAILS: 16d = 0.162' dia. x 31/2' long, 1 Od = 0.148' dia. x 3' long, 10dx1'/2 = 0.148' dia. x 1 % long. See page 24-25 for other nail sizes and information. I 'Hangers do not have an Installed Cost Index. j c— U mo c Q) (d N J 7Z fyN Beam: M1 Shape: HSS4x4x6 Material: A500 Gr.42 Length: 20 ft 1 Joint: N1 J Joint: N2 LC 1: 20 ft Code Check: 0.647 (bending) Report Based On 97 Sections fa ksi ft ksi -16.311 at 10 ft AISC 9th: ASD Code Check Max Bending Check 0.647 Location loft Equation H1-2 Compact A k 1.4atOft i Vk -1.4 at 20 ft M k -ft -7 at10ft D in -1.687 at 10 ft Max Shear Check 0.030 Location 0 ft Max Defl Ratio L/1 42 Fy 42 ksi Out Plane In Plane Fa 5.586 ksi Cm .85 Ft 25.2 ksi Lb 20 ft 20 ft Fb 25.2 ksi KUr 163.496 163.496 Fv 16.8 ksi Sway No No Cb 1 L Comp Flange 20 ft -13 AISC 9th: ASD Code Check Max Bending Check 0.610 Location loft Equation H1-2 NonCompact Max Shear Check 0.040 Location 0 ft Max Defl Ratio L/226 Fy 42 ksi Out Plane In Plane Fa Shape: HSS6x4x3 Cm .85 Ft 25.2 ksi Material: A500 Gr.42 20 ft Fb 25.2 ksi KL/r 146.857 Length: 20 ft Fv 16.8 ksi Sway No No I Joint: N1 J Joint: N2 1 A k LC 1: Code Check: 0.610 (bending) Report Based On 97 Sections I 1.4at0ft fi fa — ksi I V k -1.4 at 20 ft 15.366 at 10 ft M N11 k-ft� Ad&& fc ksi -7at10ft ft Igor ksi D in -15.366 at10ft -1.06 at10ft AISC 9th: ASD Code Check Max Bending Check 0.610 Location loft Equation H1-2 NonCompact Max Shear Check 0.040 Location 0 ft Max Defl Ratio L/226 Fy 42 ksi Out Plane In Plane Fa 6.924 ksi Cm .85 Ft 25.2 ksi Lb 20 ft 20 ft Fb 25.2 ksi KL/r 146.857 107.331 Fv 16.8 ksi Sway No No Cb 1 L Comp Flange 20 ft 74 # U \ Q�Of m0 m w/E 75 0 § \ Beam: M1 Shape: HSS6x4x3 Material: A500 Gr.42 Length: 20 ft I Joint: N1 A J Joint: N2 LC 1: Code Check: 0.610 (bending) Report Based On 97 Sections fa ksi ft IRRV '�)r 1 rti �� ytai a'�l�as�•i • • at AISC 9th: ASD Code Check k 1.4atOft v k -1.4 at 20 ft �� .t .. Y t a f • . � Z -7 at10ft D in -1.06 at 10 ft Max Bending Check 0.610 Max Shear Check 0.040 Location 10 ft Location 0 ft Equation H1-2 Max Defl Ratio L/226 NonCompact Fy 42 ksi Out Plane In Plane Fa 6.924 ksi Cm Ft 25.2 ksi Lb 20 ft .85 20 ft Fb 25.2 ksi KL/r 146.857 107.331 Fv 16.8 ksi Sway No No Cb 1 L Comp Flange 20 ft 76 c� PIGA�- , + SEtL' i1J1� )(o' 105 MPH FSP, G � u 2 Go r: , mrzp pie = ;�n 3 z tp 2 27 Loan ►�E.e. 5�va Z �? w %itD-t �i.3 x Az 24 �^PROFESSIONAL EN6INEEI z 7 PROJECT: STAi�BU�Ks BRIAN SEYFERTH & ASSOCIATES, INC MUm+:.w MAX 5c 4 Fr -1,5 2-13 d 5131 1:1 SZ41vf = (5Z4 Fr- L1 )(I 2) _ g3Z ��i,uz `I, S& 1/•13 AU -0 m,i-g' .s l t7 A PROJECT NO: Isizo IDRAWN: CDG CHECKED: DATE: 711011e; REVISED: TITLE: SHEET: 77 Lo kF a !94 9 m Z �? w %itD-t �i.3 x Az 24 �^PROFESSIONAL EN6INEEI z 7 PROJECT: STAi�BU�Ks BRIAN SEYFERTH & ASSOCIATES, INC MUm+:.w MAX 5c 4 Fr -1,5 2-13 d 5131 1:1 SZ41vf = (5Z4 Fr- L1 )(I 2) _ g3Z ��i,uz `I, S& 1/•13 AU -0 m,i-g' .s l t7 A PROJECT NO: Isizo IDRAWN: CDG CHECKED: DATE: 711011e; REVISED: TITLE: SHEET: 77 C,AEU!- STOD FOE- CNS Z/od Mcx, Low fieon, T'aor I?.ap-E�? 5611, DeAD L -c �o Cn 43 rOTA,t i CoA"eMs 0 ►�r� LoA,D CASE I 1-79 F -i -0 W )"D 5Z4 r -j -LB e j s'It + I z _ 4,2-s z 1�1 434,Zlo = (a9&Z. ard- tz 56Z Fr- LP 582 F7-&)3 3o1 Fr -is B l 09b Pr -Lb)() z} T540jAl3 L oAo �: 2 T PROJECT: S-r�cacKS BRIAN SEYFERTH & ASSOCIATES, INC PROFESSIONAL ENGINEEI PROJECT NO: 16)? -0 DRAWN: CDC_ CHECKED: DATE: ?'/li/15 REVISED: TITLE: SHEET: 76 c,cwt i)46 sT a4s,--5.', 03162-) _ 25,4 Z ► iD i I 47) 00, Oo o Lom&r ��G.eaJbfii� CaLvrv�r� PROJECT: vG K„5 z )5,1 BRIAN SE'YFERTH & ASSOCIATES, IN( ()3 )E - (J)(l,C,o0,00©) _ 595 �/i►2 (Qd)z (z5,4) z S = 1 t �b (�Z)Cs2� . � = 114? 1/' a t + I�4Z%2 _ 1,318 > /to Ala � ► s'A � j (1 000 J (1400 p e 483 / �N 09 463 1"74Z vS PROFESSIONAL ENGINEE PROJECT NO: ) r.lzo DRAWN:,iaC• CHECKED: DATE: Z / 11 115 REVISED: TITLE: SHEET: -l9 �00F lZAr E!2- 7-0 W,4t-L 180 7:� ► LS Ilvi �r� �caov NtTv3,5I-P lb`1'J vsE (�-&) I G 1J Nd<ts & F4G6 2 ) 1Q8 TP-1/10AEZ PROJECT: S-rc,p-8Lx ;5 BRIAN SEYFERTH & ASSOCIATES, INC PROFESSIONAL ENGINEE PROJECT NO: 6a-0 DRAWN: CDC CHECKED: DATE: 7, / 11/15, REVISED: TITLE: SHEET: UQ 0 These products are.available with additional corrosion protection. Additional products on this page may also be available with this option, check with Simpson Strong -Tie for details. h JoistWeb Joist Sire Model No. Stitt Regd rDimensions Ga H B Min/ Max Fasteners Ailowa5le Loads Code Ref. OF/SP Species Header SPF/HF Species Header Pe Face Joist 16li Floor Snow Root Floor Snow Root ( ) (100) (115) (125) (100) (115) (125) MIU2:37/18 — 16 23/s 1Th 2'/z — 26164 2lOdxi'h 230 3745 4045 4045 3220 3480 3480 26/,6 x 18HU3524130 ✓ 14 2% 18 2'h Min 18-16d 8-10dx1'/z 1515 2680 3020 3250 2305 2605 2800 ✓ 14 2% 18 2'h Max 24-16d 14-10dx1'/z 2015 3570 4030 4335 3075 3470 3735 24,6 x 20 MIU2.37/20 — 16 2% 19'h I 234 — 28-16d 2-10dx1'h 230 4030 4060 4060 3465 3495 3495 19, F8, L12 2YI6x22-30 MIU2.3.7/20 16 245 1936 2'h — 28-16d 2-10dxl Yz 230 4030 4060 4060 3465 3495 3495 HU3524/30 14 i% 18 .2'h Min 18-16d 8-10dxl% 1515 2680 3020 3250 2305 2605 1 2800 2z/e 18 i 2'h Max 24-16d 14-10dx1'/z 2015 3570 4030 1 4335 3075 1 3470 1 3735 2%6 x 9'h to 16 2 w' wide joists use the same hangers as 2'h' wide joists with the following load adjustments to the table loads: IUS download is same as table but not to exceed 1400 lbs. IUS uplift is 55 lbs. MIU download is same as table but not to exceed 2140 lbs. 2'h x 9% IUS2.56/9.25 — 18 12Ya 9'/4 i 2 — 8 10d — 75 950 1080 1165 815 925 1000 19 2'h x 9'h IUS2.56/9.5 I — 1812% 9'h _811/m 2 — 8-10d _16-16d — 75 950 1080 1165 815 925 1000 2'h-216 x MIU2.56/9 — 16 216 2'h — 210dx1'h 230 2305 2615 2820 1980 2245 2425 9Y4 - 9Yz HU310/HUC310 ✓ 141 21,e , 8'/e 2% — 14-16d 6-10dx1'/z 915 2085 2350 2530 1795 2025 2180 2'h 2i+6X11%a IUS2.56l11.88 — 18 2% 11'x6 2 — 10104 — 75 1185 1345 1455 1020 1160 1250 2'/z x MIU2.56/11 — 16 23;6111'/,6 2Yz 21Odx1'h 230 2880 3135 3135 2475 2695 2695 j 11'/4 - llzh HU312lHU6312 ✓ 14 29/6 10% 2'h 6-10dx1'h 915 2380 2685 2890 2050 2315 2490 2Yz x 14 IUS2.56/14 — 18 2% 14 246 14 2 2 4in — — 75 75 1420 1660 1615 1885 1745 1980 1220 1425 1390 1620 1500 1705 MIU2.56/14 — 16 24ie 13% 2% 2-10dxl% 230 3170 3595 3875 2725 3090 3335 19, F8, L12 HU314/HUC314 ✓ 14 24;6 1246 234 — 18-16d 8-10dx1Yz 1515 2680 3020 3250 2305 2605 2800 I 2'/z x 16 IUS2.56/16 — ' 18 " 25/a ' 16 2 Min 2 Max 14-10d 16-10d — — 75 75 1660 1895 1885 1980 1980 1980 1425 1630 1620 1705 1705 1705 MIU2.56/16 — 16 129/6 115'/+61 2'Fz — 24-16d 2-10dxl Yz 230 3455 _3920 4045 2970 3370 3480 HU316/HUC316 ✓ 114 29/,6 ' 14'h 2'h — 201fid 8 lOdxl Yz 1515 2975 3360 3610 2565 2895 3110 2Yz x 18 MIU2.56/18 — 16 2446 17%6 2Yz — 26-16d 2-10dx1'h 230 3745 4045 4045 3220 3480 3480 2'h -26x20 MIU2.56/20 — 16 2Y6 19V161 2'h — 28-16d 2-10dx1'/z 230 4030 4060 4060 3465 3495 3495 2Yz x 22 26 MIU2.56/20 ✓ 1612%,11934.12!4 — 28164 2-10dx1'h 230 4030 1 4060 4060 3465 3495 3495 2%x 9'/4 to 26 2;;e' wide joists use the same hangers as 2%" wide joists. MIU3.12/9 — 16 3'/e 9'/6 2Yz — 16-16d 2-10dx1% 230 2305 2615 2820 1980 2245 2425 19, F8, L12 3 x 9Y� 9'h HU210 2/HUC210 2 ✓ 14 3'/e 8'Y,c 2Yz Min 14-16d 6-10d 1135 2085 2350 2530 1795 2025 2180 19, F6, L17 3'/a 8'%c 2Yz Max 18-16d 10-104 1895 2680 3020 3250 2305 2605 2800 1/4 MIU3.12/11 " — 16 3'h 11 % 2'/z — 20-16d 2-10dx1'/z 230 2880 3135 3135 2475 2695 2695 19, F8, 112 3 X 11 -liYa I HU212-2lHUC212 2 ✓ C 14 3Ya j 106 2'h Min 16 i6d 6 lOd 1135 2380 2685 2890 2050 2315 2490 I9, F6, L17 3Ye 106 2'/z i Max 22-16d 10104 1895 3275 3695 3970 2820 3180 3425 3 x 14 - 20. 3Yz x 9Yz 3'x1 x9'/+ 9F 3'h x 11 Ye 334 x11 V4 -111A 3'h x 14 MIU3.12/11 ✓ 16 3'h 11'A 33b 109116 14 : 2'h — 20-16d 2'h Min 16 16d 2-104x1'1 6104 230 1135 2880 2380 3135 2685 3135 2890 2475 2050 2695 2315 2695 2490 19, F8, L12 19, F6, L17 19, F8, L12 HU212 2MUG212 2 IUS3.56/9.5 MIU3.56/9 IUS3.56/11.88 MIU3.56l11 IUS3.56/14 3Y► 103;6 214 Max 22-16d 10-10d 1895 3275 3695 3970 2820 3180 3425 18 351 9h 2 — 10-10d — 75 1185 1345 1455 1020 1160 1250 — 116' 34 6 8%6 2'h — 16 16d 2-lOdx1'h 210 2305 2615 2820 1980 2245 2425 — 118 3ya 11'A 2 — 12-10d — 75 1420 1615 1725 1220 1390 1485 — 11 Ye 2'h — 20-16d 2-10dx1'h 210 2880 3135 3135 2475 2695 2695 — 18I 39/e 14 i 2 Min 12104 — 75 1420 1615 1725 1220 1390 1485 ; 35/a 14 2 Max 14-10d — 75 1660 1725 1725 1425 1485 1485 MIU3.56/14 16 ; 39/,6 134;6 2%z — 22-16d 2-10dxi'h 210 3170 3595 3875 2725 3090 3335 3'h x 16 IUS3.56/16 — 18 3% 16 2 Min 14-10d — 75 1660 1725 1725 1425 1485 1485 3% 16 2 Max 16-104 — 75 1725 1725 1485 1485 MIU3.56/16 1613%6 15Y6 2'h — 24-16d 2-10dxl% 210 345 - 3370 3480 3Yz x 18 MIU3.56/18 — 16 3Y16 17-e 2Yz — 126-16d 334 x 20 MIU3.56/20 t — 16 3Ys 19Yic 2% — 28-164 3 h x 22 - 30 MIU3.56/20 1 ✓ 16 1 39/6 ;' 19Y,61 2Yz — 1 28-16d 1 iinnff In-ic hnewi nn nnep I,,.nM, _� 2-10dxl'h 2-10dx1'l 2 l Odxl h 210 210 210 37 5 4030 4030 4045 4060 V406O4 ---- 3 3480 3495 3495 3480 3495 3495 Li ---- ----- - - ~ _- - ���• aa4c„ IV, o. mangers sorted ;n order of recommended selection for best overall performance and installation value, wind or earthquake loading with no further increase allowed. Reduce 6. Web stiffeners are required where noted in the table or when either the joist top flange where other loads govern. For SPF/HF use 0.86 x DF/SP uplift load. isn't supported laterally by the hanger or when supporting double 1 -joists with flanges 2.10d commons or 16d sinkers may be used instead of the specified less than i 9/s thick. 16d at 0.84 of the table load value. 7. Allowable downloads are based on a joist bearing capacity of 750 psi. 3.16d sinkers may be used instead of the specified 10d commons 8. NAILS: 16d = 0.162' dia. x 3 Yz Iong. 10d = 0.148' dia. x 3' long, with no load reduction. 148' di Y, = 0.a. x 1 V2'long. See page 24-25 for other nail sizes and information. 4. MIN nailing quantity and load values—fill all round holes; 10dx1 Y� I MAX nailing quantity and load values—fill all round and triangle holes. CODES: See page 20 for Code Reference Key Chart. 103 1,,,JoaT Cep a!! BRIAN SEYFERTH & ASSOCIATES, INC a 11.2 fi 20,E = 19 %TZ j ~Z2.5t -211 2 -5� .33 fir. �f M Oaut�lff M4X. N - l01l0 )IJ-tB i 147 PROFESSIONAL ENGINEE PROJECT NO: DRAWN: CHECKED: DATE: REVISED: TITLE: SHEET: LC) Z Allowable Design Stresses (100% Load Duration) Grade MOE Axial Joist/Beam Plank Equivalent Specific Gravity for Connections e (x10) Emin") (psi) F,,) F, 12) Fb 171 F, F, U) F6 Fv Fc (u ShearWallsfs) Lateral Withdrawal (psi) 7%" 5�V (psi) (psi) (psi) (psi) (psi) (psi) (psi) (psi) 6.225 10.420 Shear (Itis) 5,455 7,190 8,555 1,925 2,540 3,980 5.245 6.870 8,590 Moment of Inertia 00) Wei ht (pit) 49 111 1 5.6 7.4 187 8.8 1.3 1 660,750 1 1,835 1,075 1,700) 425 710 1.900 150 435:- I 0.42 ' 1.5 ( 762,400 l 2,105 1,500 l 2,250=- 505 860 l 2.525 150 175 1 0.42 0.50 0.42 1.55 787,815 1 2,170 1,070x) 2,325'-) 310^) Piraillairdilli, 900 2,615 150 425 0.42 1.8 914,880 2,500 1,755 7 2,500(3) 230 PSL 600 2,400 190 425 N.A 0.50 0.50 2.0 1,016,535 2,900)1) 2,025 2,900)7) 290 750 2,800-- 210 475 3,105 l (1) Reference modulus of elasticity for beam and column stability calculations per NOSE 2005. (2) F, has been adjusted to reflect the volume effects for most standard applications. (3) When structural members qualify as repetitive members in accordance with the applicable building code, a 47. increase is permitted for F� in addition to the increases permitted in Footnotes 6 and 10. (4) Compression perpendicular -to -grain values (Fr) shall not be increased for duration of lead. (5) Design shear Mall applications per 2009 IBC Table 2306.3. When using StrandGuard7' TimberStrand� LSL sill plate, see the Trusluist3, Treated Sili Plates, Columns, and Studs Technical Brief (Reorder 0-8100). Allowable Design Properties (100% Load Duration) (6) For 12" depth. For depths <3% use the 3W` factor; for other depths, multiply by [ . (7) Do not use 2009 IBC Table 2306.3 with nail soacings less than 6" on -center. (Studs at boundary locations, where two parels abut.. are allowed two rows at 6" on -center.) (8) Va'ue shown accounts for large ho'e capabilities. See Allowable Holes on page 14. (9) For 12" depth. For depths <3;'z use the 3;4" factor: For other depths, multiply by IT )) (10) For column and stud applcatiors, use F,, of 500 psi. (11) For MY thick members. use F. _ of 375 psi in p;ar:k orientation. 11/2" TimberStrand@) LSL Studs 13/4" TimberStrandc) LSL Studs Beam Orientation Beam Orientation Beam Orientation Design Property1.3E 1.5E Design Property 1.55E N" 5hn 534„ 7,�„ ..`. Moment (ft -lbs) 485 1,150 2,580 Moment (ft lbs) i 1.835 3.110 Shear (lbs) 1,490 2,340 ( 3,660 Shear (Ibs) 1.990 2.620 Moment of Inertia tin.") 5 21 ( 48 Moment of Inertia (in.$) 2d 56 Weight(plf) 1.5 2.4 3.3 weight (pit) 1 3 4.0 3'/2" TimberStrand(D LSL Columns and Headers Colunin Orientation 1.3E 1.55E Design Property Beam Orientation Plank Orientation Beam Orientation 5h" 7A" 85/e" 5'V 7%" 5�V 1 1;4" 9'h„ 11 i� , Moment (ft 2,685 4,550 6.335 1 780 2,350 ; 3 67, 6.225 10.420 Shear (Itis) 5,455 7,190 8,555 1,925 2,540 3,980 5.245 6.870 8,590 Moment of Inertia 00) Wei ht (pit) 49 111 1 5.6 7.4 187 8.8 20 5.6 26 49 7.4 6 111 25(1 7.9 10.4 488 13.0 1) 31/2" Parailam'D PSL Columns 1.8E 2.OE Plank Orientation Design Property Beam Orientation Plank Orientation Beam Orientation 3,�„ 5A„ 7,. 5Y,„ 7 9,/," Moment(ft-Ibs) 1,640 3,670 6,320 2,460 3,275 12,415 Shear Obs) 1,550 2,820 3,755 2,330 3,105 l 6,260 = Moment of Inertia (in.^) 13 42 100 19 25 l 231 Weight (pit) 1 3.8 5.7 7.7 5.7 7.7 1 10.1 51/4" Parallam® PSL Columns and Headers 1.8E 2.0E Design Property Beam Orientation Plank Orientation Beam Orientation Plank Orientation 1 5'/,,, 7" 7" 9'/," 9'/," Moment (ft -lbs) 5,285 9,485 7,050 1 18,625 10,870 1 Shear Obs) 3,490 5,635 4,655 9,390 6,800 1 Moment of Inertia (in.') 63 150 84 346 112 Weieht(olf) 1 8.6 11.5 11.5 15.2 15.2 ! 7" Parallam® PSL Columns 1.8E 2.0E Design Property Beam Orientation Plank Orientation 7" 9 K" Moment (ft -lbs) 12,140 18,715 Shear (lbs) 6,205 l 9,065 Moment of Inertia (in.') 200 264 Weight (plf) 15.3 20.2 03 Weyerhaeuser U.S. Wall Specifier's GLVae T1-9CO3 1 ">^arch 2013 1G s o - 5c) i ► - I "/F -I 30 FTS O 1ST 3 Z ffl— -Ole y 's 6VF7 Del W" : '220 41F C>EA,0 Lo&o a Z40 Wrr UsE 38.x q'i 24- F - A- 6rwc.4to, �MWTL u.SE ki V 34' �C Goco Foe. q i(,6 k (3) !V d A Ali -s To P (4 ) /(v d x/.a, roc+- (&) 10d x l A)A14-5 C!'- �,7C)4�$ PROJECT: SmN-P-bkms BRIAN SEYFERTH & ASSOCIATES, INC PROFESSIONAL ENGINEE PROJECT NO: l6Izo DRAWN: CHECKED: DATE: REVISED: TITLE: SHEET: el4 17 E MEMBER REPORT Level, Roof: Drop Seam PASSED 1 piece(s) 3 1/8n x 9 24F -V4 DF Glulam Overall Length: 16' 0 0 15' L 0 9 All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual 0 Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs) 2008 @ 15' 6" 3047 (1.50") Passed (66%) -- 1.0 D + 1.0 S (All Spans) Shear (lbs) 1754 @ 14' 9" 5714 Passed (31%) 1.15 1.0 D + 1.0 S (All Spans) Pas Moment (Ft -lbs) 6536 @ 8'7/16" 9703 Passed (67%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in) 0.665 @ 8' 15/8" 0.750 Passed (L/271) -- 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) 0.775 @ 8' 13/8" _ 1.000 Passed (1.1232) - 1.0 D + 1.0 S (All Spans) Deflection criteria: LL (L/240) and TL (L/180). Bracing (Lu): All compression edges (top and bottom) must be traced at 15' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L = 15'. 2 - Tapered (PLF) 6' to 16' The effects of positive or negative camber have not been accounted for when calculating deflection. 26.0 to 26.0 The specified glulam is assumed to have its strong laminations at the bottom of the beam. Install with proper side up as indicated by the manufacturer. Applicable calculations are based on NDS 2005 methodology. i l Supports Total Available Required Dead Snow - Total Accessories 1 - Hanger on 9" HF beam 6.00" Hanger' 1.50" 259 1418 1677 See note 2 - Hanger on 9" HF beam 6.00" Hanger' 150'• 259 _ 1916 2175_ See note ' • At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger • ' See Connector grid below for additional information and/or requirements. System : Roof Member Type : Drop Beam Building Use : Residential Building Code : IBC Design Methodology: ASD Member Pitch: 0/12 Support Model Seat t.ength Top Nails Face Nails Member Nails Accessories 1 - Top Mount Hanger Connector not found N/A N/A N/A N/A 2 - Top Mount Hanger Connector not found N/A N/A N/A N/A —_T ----- _ - 1 SUST41NAOM E kIZ.STR`r I11TIATI iF Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software Is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes Chris Caley i Brian Sevferth & Associates (3D3)797-7772 i I Chris@seyfertn.com 2/20/2015 2:59:45 PM Forte v4.6, Design Engine: V6.1.1.5 16.5 Page 1 of 1 Tributary Dead Snow Loads Location width (D.go) (1.15) comments I 1 - Uniform (PLF) 0 to 6' N/A 26.0 158.0 Roof i 158.0 to 2 - Tapered (PLF) 6' to 16' N/A 26.0 to 26.0 320.0 —_T ----- _ - 1 SUST41NAOM E kIZ.STR`r I11TIATI iF Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software Is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes Chris Caley i Brian Sevferth & Associates (3D3)797-7772 i I Chris@seyfertn.com 2/20/2015 2:59:45 PM Forte v4.6, Design Engine: V6.1.1.5 16.5 Page 1 of 1 SP,4ti1 � I �v e,1-75 Ll ; 71 `f, # CeLrm-y- Zb 157 spAli = r(p' ,SA/OI.J = 1,58 fFr DiPr = 3�J Fi - t».D L -o AO m ZZAPT Z'qoi Use �8 x IZ n �, `U PROJECT: ST4'p-aa-cS BRIAN SEYFERTH & ASSOCIATES, INC. PROFESSIONAL ENGINEEI PROJECT NO: 15lu) DRAWN: G CHECKED: DATE: P REVISED: TITLE: SHEET: & MEMBER REPORTLevel,Roof.., Drop Beam PASSED 0 :R TE 1 piece(s) 5 1/8rr x 12' 24F -V4 DF Glulam Overall Length: 17' + 1 + 0 0 0 2 All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @ Location Allowed Result -- LOF Load: Combination (Patten) System : Roof Member Reaction (lbs) 6142 @ 16' 6" 6142 (1:84") Passed (100%) 1.0 D + 1.0 S (All Spans) Member Type : Drop Beam I Shear (lbs) 6127 @ 15' 6" 12495 Passed (49%) 1.15 1.0 D + 1.0 5 (All Spans) Building Use: Residential Pos Moment (Ft -lbs) 11964 @ 10' 2 3/8" 28290 Passed (42%) 1.15 1.0 D + 1.0 S (All Spans) Building Code : IBC Live Load Defl. (in) 0.348 @ 8' 11718" 0.800 Passed (1./551) - 1.0 D + 1.0 S (Ail Spans) Design Methodology : ASD Total Load Defl. (in) 0.417 @ 8' 115/8" 1.067 Passed (L/460) 1.0 D + 1.0 S (All Spans) j Member Pitch: 0/12 Deflection criteria: LL (1./240) and TL (1./180). Input live load span ratio deflection limit is below building code minimum value of L/240. This minimum value was used for design. Bracing (Lu): All compression edges (top and bottom) must be braced at 16' o/c unless detailed otherwise. Proper attachment and positioning of lateral tracing is required to achieve member stability. Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L = 16'. The effects of positive or negative camber have not been accounted for when calculating deflection. The specified glulam is assumed to have its strong laminations at the bottom of the beam. Install with proper side up as indicated by the manufacturer. Applicable calculations are based on NDS 2005 methodology. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow . Total . Accessori 1 - Hanger on 12" HF beam 6.W Hangers 1.50" 411 1898 2309 1 See nate s 2 - Hanger on 12" HF beam 6.00" Hangers 1.84" 989 5153 6142 See note s • At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger • s See Connector grid below for additional information and/or requirements. Connector: Simpson Strong -Tie Connectors support Model Seat Length Top Nails Face Nails Member Nails Accessories 1 - Top Mount Hanger Connector not found N/A N/A N/A N/A 2 - Top Mount Hanger Connector not found N/A N/A N/A N/A r - ( Tributary Dead Snow Loads Location Width (0.90) (1.15) Comments 1 - Point (lb) 15' N/A 758 3832 2 - Uniform (PLF) 0 to 6' N/A 26.0 158.0 3 -Tapered (P LF) 6' to 15'6" N/A 26.0 to 26.0 158.0 to 320.0 Weyerhaeuser Notes -SUSTAI,vARIF FC RriTRY K)TIAT1W Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 212012015 3:58'31 PM --Cnris ---------- --------------------------'` Forte v4.6. Design Engine: V6.1.1.5 Brian Seylerth S Associates (303) 797-7772 f ! cnrisnseyterfh.com a-7 I ',J .' Page 1 of 1 5e V170 1(077" e3ol' /CMit Ao77A I, 4 USS. 58 x Ie)" (-XW A^ PROJECT: 5-tn��,vcx5 BRIAN SEYFERTH & ASSOCIATES, INC PROFESSIONAL ENGINEER PROJECT NO: 15120 DRAWN: G CHECKED: DATE: 2120115- REVISED: .12011SREVISED: TITLE: ' SHEET: 90 MEMBER REPORT Level, Roof., Drop Beam ' F0 R T E I piece(s) 5 1/8" x 12" 24F -V4 DF Glulam 0 - Overall Length: 17' 16' 0 E All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. I Design Results Actual @ Location Allowed Result LDF I Load: combination (Pattern) Member Reaction (lbs) 2295 @ 6" 4997 (1.50") Passed (46%) -- 1.0 D + 1.0 S (All Spans) Shear (lbs) 2280 @ 1' 6" 12495 Passed (18%) 1.15 1.0 D + 1.0 S (All Spans) Pos Moment (Ft -lbs) 12441 @ 8' 28290 Passed (44%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in) 0.370 @ 8' 6" 0.800 Passed (L/520) -- 1.0 D + 1.0 5 (All Spans) Total Load DeFl_(in) 0.436 @ 8'6" 1.0_67 Passed (L/440) 1.0 D + 1.0 S (All Spans) Deflection criteria: LL (L/240) and TL (L/180). Bracing (Lu): All compression edges (top and bottom) must be braced at 16' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L = 16'. The effects of positive or negative camber have not been accounted for when calculating deflection. The specified glulam is assumed to have its strong laminations at the bottom of the beam. Install with proper side up as indicated by the manufacturer. Applicable calculations are based on NDS 2005 methodology. ----- T Bearing Length Loads to Supports pbs) --- - - t Supports Total Available Required Dead Snow Total Accessories 1 - Hanger on 12" HF beam 6.00" Hanger' 1.50" 379 1916 2295 See note' 2 - Hanger on 12" HF beam + 6.00" Hanger' 1.50" 379 1916 2295 See note ' • At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger • ' See Connector grid below for additional information and/or requirements. PASSED 0 i System : Roof Member Type: Drop Beam Building Use : Residential i Building Code : IBC Design Methodology: ASD Member Pitch: 0/12 Connector: Simpson Strong -Tie Connectors support Model Seat Length Top Nails Face Nails Member Nails Accessories 1 - Top Mount Hanger Connector not found N/A N/A N/A N/A 2 - Top Mount Hanger Connector not found N/A N/A N/A N/A Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable i forestry standards. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes chds cagey Brian Sey;erth & Asscci=les t (03)797-7772 i Chris �seyierth.co:n I a( 51-1sTAINA EFOR, -cSTRY INITIATIVE 2/20/2015 3:21:17 PM Forte v4.6, Design Engine: V6.1.1.5 (99 Page 1 of 1 Tributary Dead Dead Snow Loads Location Width (1.15) Comments 4 1 - Point (lb) 6' N/A 259 1916 '. 2 - Point (ib) 11' N/A 259 1916 Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable i forestry standards. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes chds cagey Brian Sey;erth & Asscci=les t (03)797-7772 i Chris �seyierth.co:n I a( 51-1sTAINA EFOR, -cSTRY INITIATIVE 2/20/2015 3:21:17 PM Forte v4.6, Design Engine: V6.1.1.5 (99 Page 1 of 1 " MEMBER REPORT Level, Roof., Drop Beam T ` 1 piece(s) 5 1/8" x 12" 24F -V4 DF Glulam Overall Length: 31' 1 1 1 1 1 1 l 0 15'6" 15'6" 0 0 H All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @ Location, Allowed Result LDF I Load. Combination (Pattern) Member Reaction (Ibs) 7022 @ 156" 7265 (3.50") Passed (97%) -- 1.0 D + 1.0 S (All Spans) Shear (lbs) 2339 @ 14'4 1/4" 12495 Passed (19%) 1.15 1.0 D + 1.0 S (All Spans) Pos Moment (Ft -lbs) 6357 @ 5' 3" 28290 Passed (22%) 1.15 1.0 D + 1.0 S (Alt Spans) Neg Moment (Ft -lbs) -8776 @ IT 6" 21807 Passed (40%) 1.15 1.0 D + 1.0 S (AA Spans) Live Load Defl. (in) 0.127 @ 23'9 9/16" 0.756 Passed (L/999+) 1.0 D + 1.0 S (Alt Spans) Total Load Defl. (in) 0.149 @ 23' 10 1J2" 1.008 Passed (L/999+) 1.0 D + 1.0 S (Alt Spans) Deflection criteria: LL (L/240) and TL (L/180). None Input live load span ratio deflection limit is below building code minimum value of L/240. This minimum value was used for design. Bracing (Lu): All compression edges (top and bottom) must be braced at 31' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. 3.38" Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L = 11' 119/16". 5644 Critical negative moment adjusted by a volume factor of 1.00 that was calculated using length L = T 6 7/16". Blocking The effects of positive or negative camber have not been accounted for when calculating deflection. _ 6.00" The specified glulam is assumed to have its strong laminations at the bottom of the beam. Install with proper side up as indicated by the manufacturer. Applicable calculations are based on NDS 2005 methodology. 396 Bearing Length f Supports Total I Available Required Dead I Snow Total I Accessories 1 - Column - HF 6.00" 6.00" 1.50" 396 1789 2185 None 2 - Stud wall - HF 3.50" 3.50" 3.38" 1378 5644 7022 Blocking 3Column - HF _ _ 6.00" 6.00" 1.50" 396 1789 2185 None • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Loads Location Tributary Width Dead (0.90) Snow (1.15) Comments I 1 - Point (ib) 3" N/A 130 709 2 - Point (Ib) 5'Y N/A 259 1418 3 - Point (lb) 10'6" N/A 259 1418 4 - Point (lb) 15' 6" N/A 411 1898 S - Point (lb) 20' 6" N/A 259 1418 6 - Point (lb) 25' 9" N/A 259 1418 7 - Point (ib) 30'9" N/A 130 709 Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended I circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compabble with the overall project. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator I Forte 501tware Operator I Job Notes I Chris caiey Brian Seyferth & Associates (303) 797-7772 chris w5eyfenhcorn PASSED System : Roof Member Type : Drop Beam Building Use : Residential Building Code: IBC Design Methodology: ASD Member Pitch: 0/12 S:-i5TAINA5; E FOR STRY INITUVI Nr 2/20/2015 4:40:53 PM Forte v4.6. Design Engine: V6.1.1.5 J Paye 1 of 1 94 SIMPSON Strong Tie See table on page 96. See Hanger Options on pages 200-202 for hanger modifications, wnlcn may resur in reduced loads. This series of beam andpurlin hangers may be used for wood to wood or wood to steel applications. Precision forming provides dimensional accuracy and helps ensure proper bearing area and connection. MATERIAL: See table on page 96 FINISH: HHB, GB, HGB, all saddle hangers and all welded sloped and special hangers— Simpson Strong -Tie® gray paint. HHB may be ordered hot -dip galvanized; specify HDG. INSTALLATION: • Use specified fasteners. See General Notes. • HHB, GB and HGB may be used for weld -on applications. The minimum required weld to the top flanges is Y,6" x 2' fillet weld to each side of each top flange tab. Distribute the weld equally on both top flanges. Welding cancels the top and face nailing requirements. Consult the code for special considerations when welding galvanized steel. The area should be well -ventilated. See page 22 for weld information. Weld on applications produce the maximum allowable load listed. Uplift loads do not apply to welded applications. • Ledgers must be evaluated for each application separately. Check TF dimension, nail length and nail location on ledger. OPTIONS: • HHB–other widths are available; specify W dimension (the minimum W dimension is 2V2). • Saddle hangers are made to order; add "D" to model (e.g. HHBD3); specify S (for saddle) dimension. They may be used for most conditions except at end wall locations, and are preferred for nailer applications. • The coating on special B hangers will depend on the manufacturing process used. Check with your Simpson Strong Tie representative for details. Hot -dip galvanized available: specify HDG. • B dimensions may be increased on some models. • See Hanger Options, pages 200-202. The WPU, HWU and HW series purtin hangers offer the greatest design flexibility and versatility. MATERIAL: WP/WPU-7 ga. top flange, 12 ga. stirrup; HW -3 ga. top flange, 11 ga. stirrup; HWU-3 ga. top flange, 10 ga. stirrup FINISH: Simpson Strong -Tie gray paint; hot -dip galvanized available: specify HDG. INSTALLATION: • Hangers may be welded to steel headers with 3/5 for WPU/WP, and '/a" for HW/HWU, by 1'/x' fillet welds located at each end of the top flange. Weld -on applications lroduce maximum allowable load listed. See page 22 for weld information. For uplift oads refer to technical bulletin T-WELDUPLFT (see page 215 for details). • Hangers can support multi -ply carried members; the individual members must be secured together to work as a single unit before installation into the hanger. • MID -WALL INSTALLATION: Installed between blocks with duplex nails cast into grout with a minimum of one grouted course above and below the top flange and one #5 vertical rebar minimum 24" long in each adjacent cell. • TOP OF WALL INSTALLATION: Install on top of wall to a grouted beam with masonry screws. OPTIONS: See Hanger Options, pages 200-202, for hanger modifications and associated load reductions. CODES: See page 20 for Code Reference Key Chart. Model HaHar Top Flaine Nalling 160 ift Allowable Loads OF/SP SHF/ LSL 2x 2- 11/2 Allowable Loads Head erT a 2525 2500 13375 Model 2-2x 2-10d — 3255 3255 — WP 3x 2-1611x2'1 — 3000 2510 3375 Ref. 4x 1 2-1Od — 3255 3255 — 2-10dx1'fe 2-2x 7-10d 700 325 — — WPU 3x 7-16dx2'h 775 00 — — 6-10dx1'h 4x 4-16d 775 3255 170 WMU 2-2x 4-1011 2-'/.x1Y:Tdens 4845 6-1011x1'1 HW 3x TOP OF WALL INSTAL IATIONS 3380 1'h to 7!,4 3% to 30 3-10dx1'h 2-10dxl h 2865 3250 2500 2000 1 2030 W4-16dx2l,/12"-48604x2-2x—HWU WP 116 to 7'h 3'h to 30 3x 2-10dx1'h 2525 3250 3650 1 3255 2525 4x F18 1'hto7h 31zto30 Some model configurations may differ from those shown. Contact Simpson Strong -Tie for details. NAILER TABLE The table indicates the maximum allowable loads for WP, WPU, HW or HWU hanger used on wood nailers. Nailers are wood members attached to the top of a steel I-beam• concrete or masonry wall. 1. Uplift value for the HWU hanger is for depth <_ 18'. Refer to uplift values in table below for taller depths. 2. Attachment of nailer to supporting member is the responsibility of the Designer. See page 27 for TB screws attachment option. Typical HHB, GB and HOB Saddle Installation HHB, GB and HGB are acceptable for weld -on applications. See Installation Information. ✓ � � KZY•� 1 Wr. WPU 3 Ga. TOP HW (HWU similar) WP 1. 16d sinkers (0.148' diax 31/4' long) may be used where 10d commons are called out 3. Minimum f'm =1500 psi. See Installation Notes on page 82. with no load reduction. 4. For hanger heights exceeding the joist height, the allowable load is 0.50 of the table load. 2. Uplift loads are based on DF/SP lumber and have been increased for wind or 5. NAILS: 16d = 0.162' diax 3'h' long, 10d = 0.148' diax T long, earthquake loading with no further increase allowed. Reduce where other loads govern. 10dx1'h = 0.148' dia. x 1'h" Iong.See page 24-25 for other nail sizes and information. Joist Fasteners Allowable Loads Head erT a Code Model Wli td Depth Top Face Joist Uplift LVL PSL LSL DF/SP SPF/HF 1 -Joist Masonry Ref. WM 1'h to 7'h 3'h to 30 2-16d DPLX — 2-10dx1'fe — MID -WALL INSTALLATIONS 4175 IL12, L16 1 X, to 7'h 3'h to 30 2-'/<xt N Titens 2-10dxi'h — TOP OF WALL INSTALLATIONS 3380 1'h to 7'h 9to28 2-16dDPLX 4-%xti:Titens 6-10dx1'h 625 MID -WALL INSTALLATIONS 4175 170 WMU 1'h to 7'h 9to28 1 2-'/.x1Y:Tdens 4-'/xlY4Tdens 6-1011x1'1 545 TOP OF WALL INSTAL IATIONS 3380 1'h to 7!,4 3% to 30 3-10dx1'h 2-10dxl h 2865 3250 2500 2000 1 2030 WP 116 to 7'h 3'h to 30 3-10d 2-10dx1'h 2525 3250 3650 1 3255 2525 F18 1'hto7h 31zto30 3-1611 2-10dx1'h 3635 3320 3650 3255 2600 1`/ to 5'h 7A to 18 3-16d 4-16d 6-10110% 775 4700 4880 3650 4165. 4165 WPU 1%to 514 1812 to 22%2 3-16d 4-16d 6-10dx1'h 485 4700 4880 3650 4165 4165 119, FIB, L14 1% to 5'h 23 to 28 3-16d 4-16d 6-10dx1'h 1 315 4700 4880 3fi50 4165 4165 1'h to 7'h 3'h to 32 4-10d — 2-10dx114 I — 3100 4000 — 5285 3100 — — 110,119, F9, FIB. HW 1'h to 7h 3'h to 32 4-1611 2-10dxl lh 5100 4000 4500 5285 3665 Lti L14 13; to 3'h 9to18 4-16d 4-16d 6-10dx1'h 810 6335 5500 5535 6335 5415 I 1, to 3'h 18'h to 22% 4-16d 4-16d 6-10dxt'h 765 6335 5500 5535 6335 5415 — 1V4 to 316 23 to 28 4-16d 4-16d 6-lodx1'h 635 6335 5500 1 5535 1 6335 5415 14 to 3'h 28'1 to 32 4-16d 4-16d 8-10dx1'h 1005 6335 5500 5535 6335 5415 — — i 19, F18, L44 HWU 4'hto7 9to18 4-16d 4-16d 6-10dx1'h 810 6000 5500 5535 6000 5415 — 4'h to 7 18'1 to 221h 4-16d 4-16d 6-10dx1'h 765 6000 5500 5535 6000 5415 — 4/4 to 7 23 to 28 4-16d 4-16d 61011x1'1 635 6000 5500 5535 6000 5415 — r? ) 414 to 7 28'1 to 32 4-16d 4-16d 8 1011x1:5 _1005 6000 1 5500 5535 16000 1 5415 1—! — 1. 16d sinkers (0.148' diax 31/4' long) may be used where 10d commons are called out 3. Minimum f'm =1500 psi. See Installation Notes on page 82. with no load reduction. 4. For hanger heights exceeding the joist height, the allowable load is 0.50 of the table load. 2. Uplift loads are based on DF/SP lumber and have been increased for wind or 5. NAILS: 16d = 0.162' diax 3'h' long, 10d = 0.148' diax T long, earthquake loading with no further increase allowed. Reduce where other loads govern. 10dx1'h = 0.148' dia. x 1'h" Iong.See page 24-25 for other nail sizes and information. MEMBER REPORT Level, Roof. Drop Beam R T 1 piece(s) 5 1/8" x 18" 24F -V4 DF Glulam t Overall Length: 31' 31' E o All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF I Load: Combination (Pattern) I Member Reaction (lbs) 5695 @ 4 1/2" 19988 (6.00") Passed (28%) -- 1.0 D + 1.0 5 (All Spans) Shear (lbs) 4811 @ 2' 18742 Passed (26%) 1.15 1.0 D + 1.0 S (Ail Spans) Pos Moment (Ft -lbs) 45181 @ 15'6" 58933 Passed (77%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in) 1.254 @ 15'6" 1.513 Passed (L/289) 1.0 D + 1.0 S (All Spans) _Total Load Defl. (in) 1.592 @ 15'6" 2.0_17 Passed (U228) 1.0 D + 1.0 S (All Spans) Deflection criteria. LL (L/240) and TL (L/180). Input live load span ratio deflection limit is below building code minimum value of L/240. This minimum value was used for design. Bracing (Lu): All compression edges (top and bottom) must be braced at 31' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. Critical positive moment adjusted by a volume factor of 0.93 that was calculated using length L = 30' 3". The effects of positive or negative camber have not been accounted for when calculating deflection. The specified glulam is assumed to have its strong laminations at the bottom of the beam. Install with proper side up as indicated by the manufacturer. Applicable calculations are based on NDS 2005 methodology. f Loads Bearing Length Loads to Supports (1te) Supports 7om1 :Available Required Dead Snow Total Accessories 1 - Column - HF 6.00" 6.00" 1.71" 1201 4494 5695 None 2 - Column - HF 6.00" 6.00" 1.71" 1201 4494 5695 None f Loads Location Tributary Width Dead (0.90) snow (1.15) Comments 1 - Point (lb) 3" N/A 130 709 2 - Point (ib) 5-3" N/A 259 1418 3 - Point (Ib) 10' 6" N/A 259 1418 4 - Point (lb) 156" NIA 411 1898 5 - Point (Ib) 20'6" N/A 259 1418 6 - Point (ib) 2S'9" NIA 259 1418 7 - Point (lb) 30'9" N/A 130 709 Weverhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to 1 circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Products manufactured at Weyerhaeuser facilities are third -parry certified to sustainable forestry standards. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes i ceris Galey - --- ----- ------- Brian Seplerih E Assocoates (303)797-7772 chrls�,se,yferth.com i PASSED System : Roof Member Type : Drop Beam Building Use: Residential Building Code : IBC Design Methodology: ASD Member Pitch: 0/12 105USt41NARiF Fc:RF57IZY INiTtATI`JF 2/20/2015 4:21:14 PM Forte v4-6, Design Engine: V6.1.1-5 0� Page 1of1 1�1D vi 3 p *r -r 2- I LP 1 4-T2- DEAD LO.e1L� VASS Z x Z -c `e, = ASS 1Zx Zx 3iG AS 12 x4 x '/4 MISC. sPa 15' 3 0 'yFr- 3 1-7 #'r ZLv Or �= 45 4�r`g _ 1-55 io/Fr So ''k t Iso *F -t I(�S� 2oPa1 � r t f. ....., .._ /5° USE V155 IZx Zx31(o Ute►JT,2-&Z �;L\LlaAk-TS \365 tRX7-0 1(P U d ITI :: PROJECT: BRIAN SEYFERTH & ASSOCIATES, INC PROFESSIONAL ENGINEEF PROJECT NO: 1512o DRAWN: CT)L CHECKED: DATE: Z 1 1g I'5 REVISED: TITLE: SHEET: U � mom 3 s LO Lf') w V' LO CD 7- N C3 a> J ry -� O m � N N E D O C6 Beam: M1 Shape: HSS12x2x3 Material: A500 Gr.42 Length: 15 ft I Joint: N1 J Joint: N2 LC 1: Out Plane In Plane Code Check: 0.262 (bending) Report Based On 97 Sections fa ksi NNW ksi 7.265 at 7.969 ft I AISC 9th: ASD Code Check i k 1.655 at 0 ft v L --I k -2.081 at 15 ft D in -.141 at 7.656 ft Max Bending Check 0.262 Max Shear Check 0.035 Location 7.969 ft Location 15 ft Equation H1-2 Max Def] Ratio L/1277 Slender (Qs= 1 , Qa= 1) ft and ft stresses adjusted per App. B) Fy 42 ksi Out Plane In Plane Fa 3.504 ksi Cm .85 Ft 25.2 ksi Lb 15 ft 15 ft Fb 27.72 ksi KL/r 206.451 47.381 Fv 14.726 ksi Sway No No Cb 1 L Comp Flange 1 ft 9�" SPAM - )LD' -(P use '155 4 x /(p ITI 130 �5's F-� X 3 x upo r 1(08 PROJECT: S-Ao-ZUc-x--S BRIAN SEYFERTH & ASSOCIATES, INC PROFESSIONAL ENGINEE PROJECT NO: 1512 - DRAWN: Ga-, CHECKED: DATE: REVISED: TITLE: SHEET: i V co O -Y- co O U') ,Kr co co w LO,} Q - (Y) cr) O T V co O -Y- co O U') ,Kr co co w 3eam: M9 Max Shear Check 0.038 Location 8.25 ft Shape: HSS12x4x3 Equation H1-2 Max Defl Ratio L/855 Material: A500 Gr.42 ft stresses adjusted per App. B) Fy i -ength: 16.5 ft Fa 11.596 ksi k r Joint: N1 25.2 ksi A j J Joint: N2 KL/r 113.3 47.888 Fv 14.722 ksi LC 1: Cb 1 L Comp Flange 1 ft -ode Check: 0.349 (bending) Report Based On 97 Sections 2.295 at 0 ft j 1 ksi V — i k fa -2.295 at 16.5 ft 1 I i 9.667 at 8.25 ft mk-ft fc ksi -12.325 at 8.25 ft ft ��i ksi in D -9.667 at 8.25 ft I -.232 at 8.25 ft AISC 9th: ASD Code Check Max Bending Check 0.349 Max Shear Check 0.038 Location 8.25 ft Location 0 ft Equation H1-2 Max Defl Ratio L/855 Slender (Qs= 1 , Qa= 1) ft and ft stresses adjusted per App. B) Fy 42 ksi Out Plane In Plane Fa 11.596 ksi Cm .85 Ft 25.2 ksi Lb 16.5 ft 16.5 ft Fb 27.72 ksi KL/r 113.3 47.888 Fv 14.722 ksi Sway No No Cb 1 L Comp Flange 1 ft 'SPAS = 51' S'-?' -7/ U.a IT IL. PROJECT: '�;fi4vZ S (,CLs BRIAN SEYFERTH & ASSOCIATES, INC. PROFESSIONAL ENGINEER PROJECT NO: I6i2v DRAWN: C. CHECKED: d DATE: — I /9j/ 15 REVISED: I TITLE: SHEET: q Q Y 00 N 01)1. Y LO LO Y Y LO LO r Y LO LO (O LO LO CO w LO LO LO Z LO LO M - In c- U') M N Y M M M O c- U U � � -O C m t N u) E 70 =; COC M U) C /00 °�N Beam: M1 Shape: HSS12x4x5 Material: A500 Gr.42 Length: 31 ft I Joint: N1 J Joint: N2 LC 1: Fy Code Check: 0.784 (bending) Report Based On 97 Sections fa ksi • at 15.5 ft RISC 9th: ASD Code Check A -- — k 4.726 at 0� ft 1 v k -4.726 at 31 ft -43.457 at 15.5 l D in -1.761 at 15.5 ft Max Bending Check 0.784 Max Shear Check 0.040 Location 15.5 ft Location 0 ft Equation H1-2 Max Defl Ratio L/211 Slender (Qs= 1 , Qa= 1) ft and ft stresses adjusted per App. B) Fy 42 ksi Out Plane In Plane Fa 3.104 ksi Cm .85 Ft 25.2 ksi Lb 31 ft 31 ft Fb 27.72 ksi KL/r 219.328 91.752 Fv 16.8 ksi Sway No No Cb 1 L Comp Flange 1 ft /0/ %7- Z ypic.Ai- t~1ALL- qtr- A 1 T PROJECT: Tt/ P ICA(,. I,c A4t = I& I- -raw i. 2U 7Q6 0 I i {f <x1 BRIAN SEVFERTH & ASSOCIATES, IN � i 'dah '.w �� fir,{ 57' g,q "APO' Af PROFESSIONAL ENGINEE I�r PROJECT NO: mm' (13 2 -,� l3') 24,9 466 t�-r C I3�2 f 13'x/S�r=� P5a DRAWN: r uc- CHECKED: DATE: Z/1�� REVISED: I TITLE: SHEET: /CMZ � E I TAU,., 1 T PROJECT: Tt/ P ICA(,. I,c A4t = I& I- -raw i. 2U 7Q6 0 I i {f <x1 BRIAN SEVFERTH & ASSOCIATES, IN � i 'dah '.w �� fir,{ 57' g,q "APO' Af PROFESSIONAL ENGINEE I�r PROJECT NO: mm' (13 2 -,� l3') 24,9 466 t�-r C I3�2 f 13'x/S�r=� P5a DRAWN: r uc- CHECKED: DATE: Z/1�� REVISED: I TITLE: SHEET: /CMZ L✓.4�� i PROJECT: BRIAN SEYFERTH & ASSOCIATES, IN, i i 1 - ------ - - 4-0 ( I, PROFESSIONAL ENGINEE PROJECT NO: 6 lzo DRAWN: CHECKED: DATE: Z I,j�� REVISED: TITLE: SHEET: 7C3 c- m T m U) O ., J -Y (N N LO LO CD 00 QD 7C3 c- m T m U) O F X T J -- N N 00 O _a i CO = CD C' CD � � v - Z c .O 00co M N Q' J U � � o J rU s NEAP- WALL- F, � z®®� L N 14' Z DEAD LQ,oD (gyp_ (0)()4')( 14 f i i i PROJECT NO: 1�0Z6 DRAWN: CJ,7G CHECKED: PROJECT: st'A�' BRIAN SEYFERTH & ASSOCIATES, INC PROFESSIONAL ENGINEE .2EN�, - (450 � i'�` �.7` .J 340zto' 14 R�5 0 a� 59q " 5)mpsaJ NDuL - S mz s 51q I C-= row 307- 3(oZ STEA. 151k'S�-MM4 9AZ&1EDTO `pro ice" t -J ITP L d ')A/Z-� C �/G @ %/JSZ G 000 Foy. 4Z4, Cv8 4ZJ, P "Ir 3 Z,I Cele DATE: 7 �5 REVISED: TITLE: SHEET: /6S0 f T L n? O�N00 NK - � 0 tDAr .3 p 0008Ln 000 �N A M A �rC E - c E 0 V y C ¢ N vdFO r NN N r t E W y r r g¢ o C •T Q Vyi r c u ayi F • "' -y�•C TU c u eJ K « y C p'o's o 0 0000000 Qf T K tD a0 C,N O tD A W r M O W ODA 0p A A aD o 0(noo �T A 1n �O a a'Em y Q t0 N1 ' fl. ... O N^! rn rr rr N rrr r A O ed s•v oD (d K a t0= mt V y C N ._ V N C K 0 o I n No M 0, "$�0 �Q M 00 rn A 0) (n�oo(D o o A N (n A 0 A i a W y �^ os _C 7 G. W O 0 o r N�� l�OKD OMD O)`rN V Nc0 Ln Ln �n i� CO aU. 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I C ojo 0 oi0 O c9 •- v7 K I K (n I aD L, 0 t0 M o p o o0 O I K OD N K K K 0 0 N G/ (D O 0 0 OD N N M 0 X N o 2o cD N N 0 A O M K I i i I -NO °arm c N9 x h C Oipp[ O._c rL (QCCD •- M ' C p.0 ,0 Em O � �4-. x C X K X toOaS O N �f OBD r0- w 1 000 1 I C to W C tD C� g Cl 00 l0 @ v> > > > > O O ~ _imj I Z � i I ( ie Z ie r Z rnx rnx j 1 ! E�CLLEoc G 0 ® r - { i N I i E A Y C (n�! > m�cD'+� IIc- �1 C 00. MA _ Z� Ij � CI Ozo C, rj t` (O C c r r •f LO 7 y 7 U m V y L �� OJ N C W v$ � m` m V co L (9 3V)'T 0. Q) V) AMERICAN AMERICAN WOOD COUNCIL m r o T L 0 K6 - � 0 0 .3 KQ 2 i o°^ j L d E - c E 0 V y C ¢ K 0 v i E r` 3 v g E y 2"00 E 6 j u _ t E W y g¢ o L GY U •T Q Vyi r c u ayi F • "' -y�•C TU c u eJ O ai LV -V V v°c, a a'Em �^ RF d'€vi us K (d •O V QOM 6T6a) C u m L A O ed s•v oD (d K E E � > C .7 w (.� t G •ee 4 .D ed •O C v .0 y V ,r y C N ._ V N C K � ¢ C• � V U V H > C 'C s aim UL v 0 O W G C [� y K H 6 is d 1:.� U y y �^ os cn u 3 Ew c� o s �0 oy m 3 0 uo o'u c d 6 n K y._ y y� U K V .r V ti. 6 K• P (d aU. 0 on 3 •- gg co WV.y Q C6 t E„ y U O d 2 N •p K 'fl O C (d .O t 0 n OD 0 E mus o R LO O II (d T. m b .6 yM C v' ��'«' C•D O d3w 0 Es > b •'•+ c m c a.E A N y y •F v - V eaE c N E � y y � (d a Z ycA 6 ( d (mU.U)¢ 033 cC7 A _• 50 Moidowns & Tension Ties �y�1yERfp This product is preferable to similar connectors because of a) easier installation, b) higher loads, c) lower installed cost, ora combination of these features. 9 $' •..••' HDU Holdowns are pre -deflected during the manufacturing process, virtually eliminating deflection under load due to material stretch. They use Simpson Strong -Tie® Strong -Drive® SDS screws which install easily and provide reduced fastener slip. Using SDS screws results in a greater net section, when compared to bolts, as no material is removed. The HDU series of holdowns are designed to replace previous versions of the product such as PHD's as well as bolted holdowns. The HDU2, 4 and 5 are direct replacements for the PHD2, 5 and 6, respectively. The DTT2Z tension tie is suitable for lighter -duty holdown applications on single or double 2x posts, and installs easily with Strong -Drive SDS screws (included). The DTT2Z has been tested in accordance with the ICC -ES acceptance criteria for Holdowns Attached to Wood Members (AC155) and meets the minimum requirements for many alternate braced wall panels per section R602.10.3.2 of the 2009 IRC (see table 8602.10.6, item l.). For more information on holdown options, contact Simpson Strong -Tie. HDU SPECIAL FEATURES: • Pre -deflected body virtually eliminates deflection due to material stretch. • Uses SDS screws which install easily, reduce fastener slip, and provide a greater net section area of the post compared to bolts. • SDS screws are supplied with the holdowns to ensure proper fasteners are used. • No stud bolts to countersink at openings. MATERIAL: See table FINISH: HDU — Galvanized; DTT2Z — ZMAXcoatings INSTALLATION: • Use all specified fasteners. See General Notes. • For use in vertical and horizontal applications. • The HDU requires no additional washer. the DTT requires a standard cut washer (included) be installed between the nut and the seat. • To tie multiple 2x members together, the Designer must determine the fasteners required to join the members without splitting the wood. For holdowns, per A See page 28 for SDS values. standards, anchor bolt • See S8 and SSTB Anchor Bolts on be finger -tight plus 1/3 to pages 36-40 for anchorage options. a hand wrench, with co • SDS screws install best with a given to possible tut low speed high torque drill with shrinkage. Care should a 3/e' hex head driver. not over -torque the n CODES: See page 20 for Code Reference wrenches should not Key Chart. r L—A Minimum vertical 4.�► Post wood Wood sizety e' thickmekneses s Member Designer i Thickness d o StudsrPost O o0 Preservatwe-treated Threaded tamer may be Rod 1 equired 2-2x Blocking AS tutu ut. "* Typical l `'* HDU Tie Between test 0 i Floors nut should Allowable Tension Loads (lbs.) 1/2 turn with nsideration e wood (in.) be taken to i Impact I o Holes for . i Olei Code Plot ptanutacturin9 Ga fJ W t ed) ` Q • HDU N notr", U.S. Patent B'�e ° 6.112,495' SScrews =Anaclor.SDS OTT2Z DF/SP SPF/HF Ailewabfe Load` (in.) (in.) Minimum vertical 4.�► Post wood Wood sizety e' thickmekneses s Member Designer i Thickness d o StudsrPost O o0 Preservatwe-treated Threaded tamer may be Rod 1 equired 2-2x Blocking AS tutu ut. "* Typical l `'* HDU Tie Between test 0 i Floors nut should Allowable Tension Loads (lbs.) 1/2 turn with nsideration wood (in.) be taken to Horizontal HDU Impact Offset Installation be used. (Plan View) Vertical HDU Installation See footnote 7 rnpcP nrnrlurts are available with additional corrosion protection. Additional products on this page may also be available v:ith this option, check with Simpson Strong -Tie for details. 1. Allowable loads have been increased for earthquake or wind load durations with no further increase allowed; reduce where other load durations govern. 2. The Designer must specify anchor bolt type, length and embedment. See SB and SSTB Anchor Bolts (pages 36-40). 3. Structural composite lumber columns have sides that show either the wide face or the edges of the lumber strands/veneers. Values in the tables reflect installation into the wide face. See technical bulletin T-SCLCOLUMN for values on the narrow face (edge) (see page 215 for details). 4. Post design by Specifier. Tabulated loads are based on a minimum 3'" vide post (in a 316 wall). Post may consist of multiple members provided they are connected independently of the holdown fasteners. See pages 210-211 for common post allowable loads. 5. Tension values are valid for holdowns flush or raised off of sill plate. 5. Deflection at Allowable Tension Load includes fastener slip. holdown,feformation and anchor rod elongation lot hoidowns installed up to 6" 5bove top of concrete. Holdowns may be installed raised up to 18' above top of concrete with no load reduction provided that additional elongation of the anchor rod is accounted tor. 7. Tabulated loads may be doubled when the HDU is Installed on opposite sides of the wood member provided either the post is large enough to prevent opposing holdown screw interference or the holdowns are offset to eliminate screw interferences. 8. Noted HDU14 allowable loads are based on a 51/-* wide post (6x6 min.). 9. Requires heavy hex anchor nut to achieve tabulated loads (supplied with holdown). A9 DimensionsMinimum i Allowable Tension Loads (lbs.) (in.) Fasteners Wood 060►' Code Model Ga Member Deflection at Ref, B SScrews =Anaclor.SDS Thickness' DF/SP SPF/HF Ailewabfe Load` (in.) (in.) 8 SDS':`x15` 1 1825 1800 i 0.105 16. l8. F5 8-SDS':"x1-: 3 2145 1835 0.128 DTT2Z14 3% 6'Y1 ( 1 %: 1-14-73 t 8 -SDS : x2.: , 3 2145 2105 0.128 170 DTT2Z-SDS2.5 HDU2-SDS2.5 8"/s 3'/. is/,, 14L 9b 6 -SDS Y,'x2'h' 3 3075 2215 0.088 HDU4-SDS2.5 14 3 10'Vs 1 3'l li,a 1% s/a 10-SDS'/4'x2'/2' ' 3 4565 3285 0.114 HDU5-SDS2.5 14 3 131/is3'/ ls/is lire 9/a 14-SDS'/."x2'16" 3 5645 4065 0.115 { 3 5980 4305 i 0.084 HDU8-SDS2.5 10 3 16% 3'16 i 13A I 1 %2 j %a 20-SDS'b"x2'r4` i , 3:4 ! 6970 5020 T 0.116 16, L8. F5 � 4'h 7870 5665 0.113 i 5'16 9535 6865 0.137 10 3 22Y 3'16 1% 1'16 1 30-SDS'/'x2'/2' , 711611175 8045 0.137HD tSDS2.5 14375' 10435° i 0.177 7 3 251%. 3'16 19/6 1Y% 1 136-SDS'"x2'/2' 5'/zs 14445' ' _i 10350 0.177 1. Allowable loads have been increased for earthquake or wind load durations with no further increase allowed; reduce where other load durations govern. 2. The Designer must specify anchor bolt type, length and embedment. See SB and SSTB Anchor Bolts (pages 36-40). 3. Structural composite lumber columns have sides that show either the wide face or the edges of the lumber strands/veneers. Values in the tables reflect installation into the wide face. See technical bulletin T-SCLCOLUMN for values on the narrow face (edge) (see page 215 for details). 4. Post design by Specifier. Tabulated loads are based on a minimum 3'" vide post (in a 316 wall). Post may consist of multiple members provided they are connected independently of the holdown fasteners. See pages 210-211 for common post allowable loads. 5. Tension values are valid for holdowns flush or raised off of sill plate. 5. Deflection at Allowable Tension Load includes fastener slip. holdown,feformation and anchor rod elongation lot hoidowns installed up to 6" 5bove top of concrete. Holdowns may be installed raised up to 18' above top of concrete with no load reduction provided that additional elongation of the anchor rod is accounted tor. 7. Tabulated loads may be doubled when the HDU is Installed on opposite sides of the wood member provided either the post is large enough to prevent opposing holdown screw interference or the holdowns are offset to eliminate screw interferences. 8. Noted HDU14 allowable loads are based on a 51/-* wide post (6x6 min.). 9. Requires heavy hex anchor nut to achieve tabulated loads (supplied with holdown). A9 +a: 38 Concrete Commdors & Anchors . The SSTB anchor bolt is designed for maximum performance as an anchor bolt for holdowns and Simpson Strong -Tie'- Strong -Walla shearwalls. Extensive testing has been done to determine the design load capacity of the SSTB when installed in many common applications. The Simpson Strong Tie® SSTB anchor bolts are now Code listed by ICC -ES under the 2006 and 20091BC® and IRC�9 to meet the requirements of ICC -ES acceptance criteria – AC 399. ICC -ES ESR -2611 is the industry's first code report issued for proprietary anchor bolts evaluated to the criteria of AC 399. Special Features: • Identification on the bolt head showing embedment angle and model • Offset angle reduces side bursting, and provides more concrete cover • Rolled thread for higher tensile capacity • Stamped embedment line aids installation • Available in HDG for additional corrosion resistance MATERIAL: ASTM F-1554, Grade 36 FINISH: None. May be ordered HDG; contact Simpson Strong Tie. INSTALLATION: - • SSTB is suitable for monolithic and two -pour concrete applications. • Nuts and washers for holdown attachment are not supplied with the SSTB; install standard nuts, couplers and/or washers as required. • On HDG SSTB anchors, chase the threads to use standard nuts or couplers or use overlapped products in accordance with ASTM A563, for example Simpson Strong -Tie"' NUTS/a-OST or NUT'/8-OST. • Install SSTB before the concrete pour using AnchorMates� Install the SSTB per the plan view detail. • Minimum concrete compressive strength is 2500 psi. • When rebar is required it does not need to be tied to the SSTB. • Order SSTBL Models (example: SST8I6L) for longer thread length (16L= 5'h", 20L = 6'1W, 24L = 6', 28L = 61/z'). SSTB and SSTBL load values are the same. SSTB34 and SSTB36 feature 4'/z" and 61h" of thread respectively and are not available in "L" versions. CODES: See page 20 for Code Reference Key Chart. - These products are available with additional corrosion protection. Additional products on this page may also be available with this option, check with Simpson Strong -Tie for details. SIMPSON Strong Tie le SSTBI6L (other models similar) le SSTB16 (other models similar) See page 30 for additional installation details. V V • V vv.,V Y• vv..'• -v• Dimensions 31,Ton i Identification the bolt head showing Iva I1h, embedment Stemwall c angle and model. Embedment L line (Top of Embedment Line (Top of `Concrete) d J Concrete) J le SSTBI6L (other models similar) le SSTB16 (other models similar) See page 30 for additional installation details. V V • V vv.,V Y• vv..'• -v• Dimensions i Allowable Tension Loads (lbs.) T-- � Code Model Stemwall Min. Wind & SDC A&B SDC C F Ref. No. Widt, Dia. (in) Length (5,a) Embed, Midwall Corner End Wali2 Midwail ; Corner i End Wall' SSTB16 6 6 5/s 5/8 175/8 (16L=195/a) �— I 215/e (20L = 245,'8) 125!8 165,18 — 3610 3610 4315 4040 —_ --- 3610 4040 2550 3145 2550 � 2550 2960 2960 123, F30, SSTB20 SST624 6 5/e 255/8 (24L = 28'/a) 205/e 5025 i 4470 4470 3740 3325 3325 SSTB28 8 '/a -- 29'/e (28L = 32%) 1 – 24'/8 - )— - — 9900 8710 7615 8315 7315 6395 L20 SSTB34 8 '/e 34% 28'A 9900 8710 1 7615 8315 ( 7315 6395 SSTB36 8 '/a 36% 28% 9900 1 8710 L 7615 8315 7315 6395 _ 1. See page 39 for notes to the Designer. 2. SST1328, SSTB34 and SSTS36 with 3'/B end distance allowable loads are 6605 lbs. (Wind and SDG A&B) and 5550 lbs (SDC C -F). Place SSTB — —T •` SSTBanow 94 Rebar L i diagonaf mcomal Corner Midwali Endwall a / x y application �,� f 1% Min. Locate } v it f 1G Min. return e i aPprox.45° I 4 r I •,,,� -- t rebs to 90° _ { 3'-5' from top from wall x I e' -�! �,•.��. 1Y." Min. I- 1Y.- Min. Midwall Corner End Wall Perspective View STEMWALL PLAN VIEWS /0 1 'fA AI — W 3 4Z' L: 4-Z� H —i I PROFESSIONAL ENGINEE PROJECT: BRIAN SEYFERTH & ASSOCIATES, INC I. PROJECT NO: tsizp DRAWN: CDC. CJS � tJjI7� )47 rr CHECKED: 42� � DATE: 125-(0 (4Z' REVISED: = v % )02511010- 1- 02°5"1010-1- oLt bQ,.,,ja.)s kloT RF -AM U' izAauFAkmutlFo T(-> 51rvrj5 ),aI P."ms pA W €�s oo �Ca cl IM T=!� c 14-7 l : , 0& TITLE: SHEET: SEAR- l..iALL �. }� Ccl OEZU L H = e3� I ie'i ()b'-0(le4-U)()4-frT) - 4-791 ("oo* 30750 6/320 s+fCA-T�1i 6 t'A5r&j,dk.:D To 5 rUDS7 01-1'9 Pad A%14,,5 �U Ij PROJECT: cr BRIAN SEYFERTH & ASSOCIATES, IN( PROFESSIONAL ENGINEE PROJECT NO: P `z I zo DRAWN: c 6)c CHECKED: DATE: f/i1J"s REVISED: TITLE: SHEET: /// N\o xo riz-4W sr/A-noj W* D,L. 1045 H L,L, ...r OG + 3U1 +>T SA � M S 104+S 7A k E- 2437 �- 4,�K < 3,zi PROFESSIONAL ENGINEE PROJECT: S7.4A cs BRIAN SEYFERTH & ASSOCIATES, INC 10445 # ?J� 3-7 V/FT M, K&x 0J I Taj = 133(p m z M&X L) IJ i Taj , 504, M15 RLX Ufa t T4 , 3q5 d\A4 WX U4 ITJ `131 M n2cw\um, Ho l -i aoijTA, A L / ► 9Q = 2L/ 3&0 PROJECT NO: 5 i�0 DRAWN: CjDC_ CHECKED: DATE: Z 162115 REVISED: TITLE: SHEET: (/Z- U 0 00 jIi I1 N M 40 O ! CO Z C;) � 1 0£Xt,M � i I 1 i I t- r f 1 i1+ — 1 i _ - Z CN Cfl I 0£X17 LAA 1 O f i 1 ,d kn N z P c I Q, 0£XV W12 12 �2 C14 M m C x 'O NC l 0O - J N Column: M1 Shape: W14x30 Material: A992 Length: 13 ft I Joint: N1 J Joint: N4 LC 1: Max Defl Ratio L/2165 Code Check: 0.283 (bending) Report Based On 97 Sections I -.089 at Oft I fa 9.237 at 13 ft ksi r• ,(t z ;z -9.237 at 13 ft AISC 9th: ASD Code Check -.791 at Oft A k 2.497 at 0 ft V k ss =i 3FRF t A S a ;r -32.465 at 13 ft D in -.82at13ft Max Bending Check 0.283 Max Shear Check 0.034 Location 13 ft Location 0 ft Equation H2-1 Max Defl Ratio L/2165 Compact Fy 50 ksi Out Plane In Plane Fa 13.569 ksi Cm .6 Ft 30 ksi Lb 13 ft 13 ft Fb 33 ksi KL/r 104.826 27.205 Fv 20 ksi Sway No No Cb 1.75 L Comp Flange 2 ft Column: M2 Shape: W14x30 Material: A992 Length: 13 ft I Joint: N2 J Joint: N5 LC 1: A Code Check: 0.586 (bending) Report Based On 97 Sections 1.894 at 0 ft fa ksi 17.239 at 13 ft �I fc ksi 16.765 at 0 ft k 4.661 at 0 ft v k -60.587 at 13 ft 1115' ft -17.239 at 13 ft ksi D I in I i -.82 at 13 ft AISC 9th: ASD Code Check Max Bending Check 0.586 Max Shear Check 0.063 Location 13 ft Location 0 ft Equation H1-2 Max Defl Ratio L/1160 Compact Fy 50 ksi Out Plane In Plane Fa 13.569 ksi Cm .6 Ft 30 ksi Lb 13 ft 13 ft Fb 33 ksi KL/r 104.826 27.205 Fv 20 ksi Sway No No Cb 1.75 L Comp Flange 2 ft 1115' Column: M3 Shape: W1 400 7.108 at 0 ft Material: A992 j Length: 13 ft I Joint: N3 J Joint: N6 LC 1: A Code Check: 0.395 (bending) Report Based On 97 Sections .803 at 0 ft fa � 12.166 at 13 ft k 3.289 at 0 ft ksi fc ksi ft qW" ksi -12.166 at13ft AISC 9th: ASD Code Check -42.759 at 13 ft D in -.819 at 13 ft Max Bending Check 0.395 Max Shear Check 0.044 Location 13 ft Location 0 ft Equation H1-2 Max Defl Ratio L/1644 Compact Fy 50 ksi Out Plane In Plane Fa 13.569 ksi Cm .6 Ft 30 ksi Lb 13 ft 13 ft Fb 33 ksi KL/r 104.826 27.205 Fv 20 ksi Sway No No Cb 1.75 L Comp Flange 2 ft Column: M4 Shape: W14x30 Material: A992 Length: 31 ft I Joint: N4 J Joint: N6 LC 1: 31 ft Code Check: 0.733 (bending) Report Based On 97 Sections .372 at 31 ft fa ksi -.282 at 0 ft 12.166 at 31 ft fc hL1khhA ksi .023 at 10.656 ft -.023 at 10.656 ft ft ksi lorl -12.166 at 31 ft RISC 9th: ASD Code Check Max Bending Check 0.733 Location 31 ft Equation H1-1 Compact 3.289 at 31 ft A Now k -2.497 at 0 ft -.791 at Oft V k I I -17.468 at 15.823 ft 42.759 at 31 ft pppp" er 32.465 at 0 ft 032 at 27.448 ft D in -.084 at 5.49 ft Max Shear Check 0.234 Location 15.823 ft Max Defl Ratio L/4464 Fy 50 ksi Out Plane In Plane Fa 2.39 ksi Cm .85 Ft 30 ksi Lb 31 ft 31 ft Fb 18.101 ksi KL/r 249.969 64.874 Fv 20 ksi Sway No No Cb 1 L Comp Flange 14 ft // 7 U 2 � M� W MO 1 M 0EX17 W ra 00 IT OEXb MA rn N Y Q a coo 0 c� C® �1 'c z r 0 Y( OM7 LM LO �, �UCle� J O = M CO I �K Nr�Nr E a �E .1� ' r�9 0 N j Column: M1 Shape: W14x30 Material: A992 Length: 13 ft Joint: N1 J Joint: N4 LC 1: 0 ft Code Check: 0.336 (bending) Report Based On 97 Sections -.401 at 0 ft fa ksi 10.643 at13ft fc ksi -10.643 at 13 ft -3.55 at 0 ft A k 2.877 at 0 ft V k -37.406 at 13 ft D in -.823 at 13 ft AISC 9th: ASD Code Check Max Bending Check 0.336 Max Shear Check 0.039 Location 13 ft Location 0 ft Equation H2-1 Max Defl Ratio L/1879 Compact Fy 50 ksi Out Plane In Plane Fa 13.569 ksi Cm .6 Ft 30 ksi Lb 13 ft 13 ft Fb 33 ksi KL/r 104.826 27.205 Fv 20 ksi Sway No No Cb 1.75 L Comp Flange 2 ft // 9 Column: M2 Shape: W14x30 Material: A992 Length: 13 ft I Joint: N2 J Joint: N5 LC 1: 13 ft Code Check: 0.516 (bending) Report Based On 97 Sections .42atOft fa ksi 16.583 at13ft fc 1111111111111111Mksi ft ksi -16.583 at 13 ft AISC 9th: ASD Code Check Max Bending Check 0.516 Location 13 ft Equation H1-2 Compact 3.714 at 0 ft A k 4.483 at 0 ft v --J k -58.28 at 13 ft in -.823 at 13 ft Max Shear Check 0.060 Location 0 ft Max Defl Ratio L11206 Fy 50 ksi Out Plane In Plane Fa 13.569 ksi Cm .6 Ft 30 ksi Lb 13 ft 13 ft Fb 33 ksi KL/r 104.826 27.205 Fv 20 ksi Sway No No Cb 1.75 L. Comp Flange 2 ft /20 Column: M3 Shape: W14x30 Material: A992 Length: 13 ft I Joint: N3 J Joint: N6 LC 1: 13 ft Code Check: 0.365 (bending) Report Based On 97 Sections .565 at 0 ft fa ksi 11.417 at13ft fc ksi ft � i ksi -11.417 at 13 ft RISC 9th: ASD Code Check Max Bending Check 0.365 Location 13 ft Equation H1-2 Compact A 4.999 at 0 ft 3.087 at 0 ft I T -40.126 at 13 ft D in -.823 at 13 ft Max Shear Check 0.041 Location 0 ft Max Defl Ratio L/1751 Fy 50 ksi Out Plane In Plane Fa 13.569 ksi Cm .6 Ft 30 ksi Lb 13 ft 13 ft Fb 33 ksi KL/r 104.826 27.205 Fv 20 ksi Sway No No Cb 1.75 L Comp Flange 2 ft 124 Column: M4 Shape: W14x30 Material: A992 Length: 31 ft I Joint: N4 J Joint: N6 LC 1: 31 ft Code Check: 0.527 (bending) Report Based On 97 Sections .349 at 31 ft fa ksi -.325 at 0 ft 11.417 at 31 ft 6 A6 fcksi .117 at 9.688 ft -.117 at 9.688 ft ft qqjjjjj"ksi -11.417 at 31 ft A/SC 9th: ASD Code Check Max Bending Check 0.527 Location 31 ft Equation H1-3 Compact 3.087 at 31 ft A WWk -2.877 at 0 ft -3.55 at 0 ft v k -7.605 at 15.823 ft 40.126 at 31 ft M k -ft -37.406 at 0 ft 044 at 26.802 ft D — in -.058 at 4.844 ft Max Shear Check 0.102 Location 15.823 ft Max Defl Ratio L/6309 Fy 50 ksi Out Plane In Plane Fa 2.39 ksi: Cm .85 Ft 30 ksi Lb 31 ft 31 ft Fb 30 ksi KL/r 249.969 64.874 Fv 20 ksi Sway No No Cb 2.3 L Comp Flange 14 ft I/G 4 42759 rT ,a 42.751. F7- �-R - 1513)0& IBJ -LB X12 i T, -`z . I ) = 513 !z = -1.1 '-f&e �- 17, 04o4T' A3Zs 0,',,5 7 1o.G T, TZ PROJECT: ?A)? -8 K 5 BRIAN SEYFERTH & ASSOCIATES, ii, PROFESSIONAL ENGINEI PROJECT NO: t5 12 0 DRAWN: CHECKED: DATE: REVISED: TITLE: SHEET: Z3 4-1 41 )a -K SX _ b d-2 fl (�Jo�— kl'e�lz PROJECT: BRIAN SEYFERTH & ASSOCIATES, IN PROFESSIONAL ENGINEE PROJECT NO: IS"/20 DRAWN: CHECKED: DATE: REVISED: TITLE: SHEET: 1Z4 FCXo� '"T goo.5 3iZ2 _ 3 10446 3Z4 fFr ZZ!- 3 _lam 1-7& 0 42'-4 c-% P awe 4 p F 1 1F; _ 44-7 .32- 2� oK PROJECT: BRIAN SEYFERTH & ASSOCIATES, IN, PROFESSIONAL ENGINEE PROJECT NO: ISlzo DRAWN:>, CHECKED: DATE: REVISED: TITLE: SHEET: I f AMERICAN WOOD COUNCIL N T E � U � U v N C9 y a y 0 c c o O o c E 'V C 2 E y z C, _A � O is .. c.. v c • L L J U r Y 3 c. U, f 3 r, � I E � Prov v -0 8-1 O u.2 EF., r u sE u . C G v q « L t, N '� O L'? C b C E m y E G = E o E a °t >E "E a0 � U = � y 7 a N a o yE'>E .9 2Eo��Cgn V Ci � 7A y O G tJ d v 6 �pq is ccy n'LQ.- v% vLf :flvpC7 0'^� Le to Vi E rN _�°cfy�3 • V y �.., UE Y eC0 G N G C E� 4 a� y R v o 0 •r 8b¢ n 73i u U, a m = N G y ao CIL .�� zu°w05< N Nl !j 12-6 ` to O j to O{ p O; T O to O O N to O to' 1 O to to O N ! N (hi N ml co C d v v i v v � c j D v 1 � O 2 N W to r (fl ri ri tti o o to o 0 0 0 0 0 0 o to to o to o a o 0 0 CD aD ` C G V M CL to rn M M o co to to o � CO CO to M M rn M M to o C 0 ti M C 0l o co to to M a to 0 o t. Co l0 =` 2 y+� E M N Y � ©tn 10 0 to O I O O• O O O p to tt7 O O O O to O o @ O3 N I ' co v (o tri ( of co cG tri tci v 6 tri tri v ui v I `- co ao r� 0 N I j a a I a C I _ tE c O j O O G � m d U (` U 0O oojoo to CO CO O 0 oia M W o,0 N to 010 0 0 of o o�o -. 0 00+ N Z ` N N M 'R V [r I N N to 0 N N N CG M M Q to M M O M v tb m Cl) v M m 'ITd Q W r O O O O I a p Oto O O O O to to O Q I to p O I to 6 N to H eo to N v to f-- V con O m o m N t- v a ( co N v n O n I m co Vr; o tt,-O o ti o0 O o a co o o o cd p o ; to to j to to to to o to to o ( o o to to ! a N j C nJ ^ O t` CGI p toy to V O to ( (o to to to� m tp ob h N AMERICAN WOOD COUNCIL N T E � U � U v N C9 y a y 0 c c o O o c E 'V C 2 E y z C, _A � O is .. c.. v c • L L J U r Y 3 c. U, f 3 r, � I E � Prov v -0 8-1 O u.2 EF., r u sE u . C G v q « L t, N '� O L'? C b C E m y E G = E o E a °t >E "E a0 � U = � y 7 a N a o yE'>E .9 2Eo��Cgn V Ci � 7A y O G tJ d v 6 �pq is ccy n'LQ.- v% vLf :flvpC7 0'^� Le to Vi E rN _�°cfy�3 • V y �.., UE Y eC0 G N G C E� 4 a� y R v o 0 •r 8b¢ n 73i u U, a m = N G y ao CIL .�� zu°w05< N Nl !j 12-6 to O j to O{ p O; T O to O O N to O to' O to O to to O N ! N (hi N ml co C d v v i v v � c j D v 1 j O 2 N W to r (fl ri ri tti 4 E I CD aD ` C\lM tD 00 C10 M I MN IN I C a _M L I =` 2 y+� 7 M N Y � ©tn 10 0 to O I O O• O O O p to tt7 O O O O to O O) I ' co v (o tri ( of co cG tri tci v 6 tri tri v ui v I `- co ao r� 0 N I j a a I a C I _ tE c O j O O G � m d U Is U oojoo to CO CO O 0 oia M W o,0 N to 010 0 0 of o o�o -. 0 00+ N r0 N N M 'R V [r I N N to 0 N N N CG M M Q to M M O M v tb m Cl) v M m 'ITd Q W r 1 U) CL o o o cd p o ; to to j to to to to o to to o ( o o to to a N C nJ ^ O t` CGI p toy to V O to ( (o to to to� m tp ob h N C R 1° Y � O O of r, to to - N O O to O j O to I to O to to p � m 0 o oo t of r; (o I of r-) tp r. I r_ (o c ! i I I j O' M t� 0 0 00 m O C) O O O O n O j O OI O OjjIi O of O O• O O' M m C to et M n tt) (0 M M M m I I M p% �' �f p I �f to co M et to p to (o V' In (D AMERICAN WOOD COUNCIL N T E � U � U v N C9 y a y 0 c c o O o c E 'V C 2 E y z C, _A � O is .. c.. v c • L L J U r Y 3 c. U, f 3 r, � I E � Prov v -0 8-1 O u.2 EF., r u sE u . C G v q « L t, N '� O L'? C b C E m y E G = E o E a °t >E "E a0 � U = � y 7 a N a o yE'>E .9 2Eo��Cgn V Ci � 7A y O G tJ d v 6 �pq is ccy n'LQ.- v% vLf :flvpC7 0'^� Le to Vi E rN _�°cfy�3 • V y �.., UE Y eC0 G N G C E� 4 a� y R v o 0 •r 8b¢ n 73i u U, a m = N G y ao CIL .�� zu°w05< N Nl !j 12-6 I Ez u.' G W W E- CLamm G G m C I NMI N M� N ! N (hi N ml 1 1 N Ml N m) N mi N M� N M rL I i 1 j O 2 N W to E C C C .-. •O CD aD ` C\lM tD 00 C10 M I MN IN I C a _M L I =` 2 y+� m i E^ to i N 4 I O 1 N 7 71 I j �LLa I ' O N I J i I E N CG O I V ( I CO i co ( O 0 I j a a a C _ t° o c O j O O G � m d U Is AMERICAN WOOD COUNCIL N T E � U � U v N C9 y a y 0 c c o O o c E 'V C 2 E y z C, _A � O is .. c.. v c • L L J U r Y 3 c. U, f 3 r, � I E � Prov v -0 8-1 O u.2 EF., r u sE u . C G v q « L t, N '� O L'? C b C E m y E G = E o E a °t >E "E a0 � U = � y 7 a N a o yE'>E .9 2Eo��Cgn V Ci � 7A y O G tJ d v 6 �pq is ccy n'LQ.- v% vLf :flvpC7 0'^� Le to Vi E rN _�°cfy�3 • V y �.., UE Y eC0 G N G C E� 4 a� y R v o 0 •r 8b¢ n 73i u U, a m = N G y ao CIL .�� zu°w05< N Nl !j 12-6 kl Imo C� U PPEg- ' canf D1 i t' )o)4 w14 (40,-3 V x "�,r` ) r % ?;" r oTn� LdT�, ` �oF_C� E• Q -T_ I -o T) i� `t x l ZDZL3 7c #= WAW-_ ZoZ ° 0/4 lq I3Z' s4 u:p i� rte&r.iv) -ro 3o rr5 a'Iq fl F7 7 C (p "*-T C> IL S}-\eml WAu. i 1 LAO � p 1x"12 11r. q-0' m Z32A X10 �o� VIE 0 �N 232 J8' PROJECT: STAZ-IFYJ R K!�. BRIAN SEYFERTH & ASSOCIATES, IN, PROFESSIONAL ENGINEE PROJECT NO: 1 SIzn DRAWN: CHECKED: DATE: REVISED: TITLE: SHEET: ' Z 7 613z-` Sl1E —,T-40 � ro-RI ,T'ED -T6 kJ rT �k v c1 O.C. AT PLATe -TO �% �•��TN i�1AD014 - TY,540 As R�40e- 1) S)uEAP- Wdr� co Ir LuTAi- = 1-0 3 —2rL. t2pS ` —`�4 t ra 45eT are 3, e � 1014_ 3` ' Ao = (12)(9)= IoO r l f l08 PROJECT: BRIAN SEYFERTH & ASSOCIATES, IN PROFESSIONAL ENGINES IPROJECT NO: 1 Sly DRAWN: CHECKED: DATE: REVISED: TITLE: SHEET: )2,0 CC, 41 to s" k14 5-rs s I D l 4 - l C� v �Fr 564) )0z" S l l�-.4Tfli� lb F,457s dip 7-0 STUDS )JI TW ed AT Fl6jcz (-To —� CUB /�o Upl,IFT (' Cop-g6p5 '°,K PROFESSIONAL ENGINEEF PROJECT NO: (S I2o DRAWN: CHECKED: DATE: REVISED: PROJECT: S r,R-g, 4.:Ls BRIAN SEYFERTH & ASSOCIATES, INC TITLE: SHEET: Jzq D�aD Lo &a D 42/ 290 �DQF 44 Z5 (z 5'�'' '� rl0 - 1175` Zo ZS 4 PROJECT: BRIAN SEYFERTH & ASSOCIATES, INC PROFESSIONAL ENGINEER Cp "'/F'T (7- 3Z'-4) t (_ (7 X ✓ F?) s cam, Ion PROJECT NO: 1512-0 DRAWN: C J t�- CHECKED: DATE: Z/9111 -S REVISED: I TITLE: SHEET: J30 f N,,R)r-Wi1` .� T g L.41-1'TUOE i�1tPZ.tpA �� t.a+a IT�DE 10 5.14Z.0 � Y7 e, r,LA. 5 617 C -T cxm. ' 'e`l �. T F'9-wA pl 1 CANez 1 tt �� II H � If1 L►1� W 3,5 Of-DiAJAP-j ,t OMt;r�T rgAME D�aD Lo &a D 42/ 290 �DQF 44 Z5 (z 5'�'' '� rl0 - 1175` Zo ZS 4 PROJECT: BRIAN SEYFERTH & ASSOCIATES, INC PROFESSIONAL ENGINEER Cp "'/F'T (7- 3Z'-4) t (_ (7 X ✓ F?) s cam, Ion PROJECT NO: 1512-0 DRAWN: C J t�- CHECKED: DATE: Z/9111 -S REVISED: I TITLE: SHEET: J30 � Gia I Pseta' )7 SNo>~l (-7Z'-�� (32'-4��,z°� (30 l4,µ4, (lam' /v) 5'-0 A-149 Gorvopt'/ SnlOi.� = 14749 t )ZSO Tcy-r,&L . Le2.av 3 15, g694 I46, 740 # I Z. s 9 gOc*c (o'wp"f s ( I,Z Y, ZOO (145,740) 5141 3.5 �d)6Z '4. PROJECT: S7"c)r-e-S BRIAN SEYFERTH & ASSOCIATES, IN( PROFESSIONAL ENGINEE PROJECT NO: 151210 DRAWN: C I)r-F CHECKED: DATE: Z REVISED: TITLE: SHEET: 13/ Design Maps Summary Report Page 1 of 2 ZUSGSDesign Maps Summary Report User -Specified Input Report Title Starbucks - 32nd & Youngfield Mon February 9, 2015 16:14:21 UTC Building Code Reference Document 2012 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 39.776260N, 105.14202OW Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III y000111 ou Ener, e icad i t Arvada � 2 Vvi-tcat Ridge VV Lcikev USGS-Provided Output SS = 0.193 g SMS = 0.309 g SDs = 0.206 g S, = 0.060 g SM, = 0.145 g SD, = 0.097 g For information on how the SS and S1 values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. c ro Mt -.E, RYsponse Spectrum Period, T t ser_ i Design Respan-.,c- Spe41rum Period, T f sec) /3z http://ehp4-earthquake.cr.usgs.gov/designmaps/us/summary.php?template=m... 2/9/2015 Design Maps Detailed Report Page 1 of 4 -2-US(;S Design Maps Detailed Report 2012 International Building Code (39.776261N, 105.14202°W) Site Class D - "Stiff Soil", Risk Category I/II/III Section 1613.3.1 — Mapped acceleration parameters Note: Ground motion values provided below are for the direction of maximum horizontal spectral response acceleration. They have been converted from corresponding geometric mean ground motions computed by the USGS by applying factors of 1.1 (to obtain SS) and 1.3 (to obtain S,). Maps in the 2012 International Building Code are provided for Site Class B. Adjustments for other Site Classes are made, as needed, in Section 1613.3.3. From Figure 1613.3.1(1)"l' SITE CLASS DEFINITIONS SS = 0.193 g Site Class vs N or N, s A. Hard Rock >5,000 ft/s N/A N/A B. Rock 2,500 to 5,000 ft/s N/A From Figure 1613.3.1(2) 12' S, = 0.060 g Section 1613.3.2 — Site class definitions The authority having jurisdiction (not the USGS), site-specific geotechnical data, and/or the default has classified the site as Site Class D, based on the site soil properties in accordance with Section 1613. 2010 ASCE-7 Standard - Table 20.3-1 SITE CLASS DEFINITIONS Site Class vs N or N, s A. Hard Rock >5,000 ft/s N/A N/A B. Rock 2,500 to 5,000 ft/s N/A N/A C. Very dense soil and soft rock 1,200 to 2,500 ft/s >50 >2,000 psf D. Stiff Soil 600 to 1,200 ft/s 15 to 50 1,000 to 2,000 psf E. Soft clay soil <600 ft/s <15 <1,000 psf Any profile with more than 10 ft of soil having the characteristics: • Plasticity index PI > 20, • Moisture content w >_ 40%, and • Undrained shear strength s. < 500 psf F. Soils requiring site response See Section 20.3.1 analysis in accordance with Section 21.1 For SI: 1ft/s = 0.3048 m/s 11b/ft2 = 0.0479 kN/mz /-3-3 http://ehp4-earthquake. er.usgs.gov/designmaps/us/report.php?template=mini... 2/9/2015 I- Design Maps Detailed Report Page 2 of 4 Section 1613.3.3 - Site coefficients and adjusted maximum considered earthquake spectral response acceleration parameters TABLE 1613.3.3(1) VALUES OF SITE COEFFICIENT Fa Site Class Mapped Spectral Response Acceleration at Short Period SS 5 0.25 SS = 0.50 SS = 0.75 SS = 1.00 S, _> 1.25 A 0.8 0.8 0.8 0.8 0.8 B 1.0 1.0 1.0 1.0 1.0 C 1.2 1.2 1.1 1.0 1.0 D 1.6 1.4 1.2 1.1 1.0 E 2.5 1.7 1.2 0.9 0.9 F See Section 11.4.7 of ASCE 7 Note: Use straight-line interpolation for intermediate values of SS For Site Class = D and SS = 0.193 g, F. = 1.600 TABLE 1613.3.3(2) VALUES OF SITE COEFFICIENT F Site Class Mapped Spectral Response Acceleration at 1-s Period S,<0.10 S,=0.20 S,=0.30 S,=0.40 S,?0.50 A 0.8 0.8 0.8 0.8 0.8 B 1.0 1.0 1.0 1.0 1.0 C 1.7 1.6 1.5 1.4 1.3 D 2.4 2.0 1.8 1.6 1.5 E 3.5 3.2 2.8 2.4 2.4 F See Section 11.4.7 of ASCE 7 Note: Use straight-line interpolation for intermediate values of S, For Site Class = D and S, = 0.060 g, F„ = 2.400 /34 http://ehp4-earthquake. er. usgs. gov/designmaps/us/report.php?template=mini... 2/9/2015 Design Maps Detailed Report Equation (16-37): SMS = FaS, = 1.600 x 0.193 = 0.309 g Equation (16-38): SMS = F:,S, = 2.400 x 0.060 = 0.145 a Section 1613.3.4 — Design spectral response acceleration parameters Equation (16-39): S,s = 2/3 Sms = 2/3 x 0.309 = 0.206 g Equation (16-40): So, = 2/ SMi = 2/ x 0.145 = 0.097 g Page 3 of 4 3s http://ehp4-earthquake.cr,usgs.gov/designmaps/us/report.php?template=mini... 2/9/2015 Design Maps Detailed Report Section 1613.3.5 — Determination of seismic design category TABLE 1613.3.5(1) SEISMIC DESIGN CATEGORY BASED ON SHORT-PFRTnn (n ? ¢P(-nnri) RFgPnNCF A(r FI FRATTnN VALUE OF SDs RISK CATEGORY I or II III IV SDs < 0.167g A A A 0.167g <_ SDs < 0.33g B B C 0.339 5 SDs < 0.50g C C D 0.50g <_ SDS D D D For Risk Category = I and SDS = 0.206 g, Seismic Design Category = B TABLE 1613.3.5(2) SEISMIC DESIGN CATEGORY BASED ON 1 -SECOND PFRTOD RFSPnNSF Ar( -FI FRATTnnI VALUE OF SDI RISK CATEGORY I or II III IV SDI < 0.067g A A A 0.067g 5 SDI <0.133g B B C 0.133g 5 SDI < 0.20g C C D 0.209 _< SDI D D D ror KISS category = 1 and SD, = 0.097 g, Seismic Design Category = B Note: When S, is greater than or equal to 0.75g, the Seismic Design Category is E for buildings in Risk Categories I, II, and III, and F for those in Risk Category IV, irrespective of the above. Seismic Design Category = "the more severe design category in accordance with Table 1613.3.5(1) or 1613.3.5(2)" = B Note: See Section 1613.3.5.1 for alternative approaches to calculating Seismic Design Category. References Page 4 of 4 1. Figure 1613.3.1(1): http://earthquake.usgs.gov/hazards/designmaps/downloads/pdfs/IBC-2012- Fig1613p3p1(1).pdf 2. Figure 1613.3.1(2): http://earthquake.usgs.gov/hazards/designmaps/downloads/pdfs/IBC-2012- Fig1613p3p1(2).pdf /36 http://ehp4-earthquake.er.usgs.gov/designmaps/us/repoi-t.l)hp?template==mini... 2/9/2015 "LL - F000 -0 WAL4- rroo'lD.T/o j -ml LVbT 5Pj 172-, _o z. Z90 t 7-gl) 41/,r-7 -Far. = '2:1o+ I3� I ellt>' ° F; rr/'J� PROJECT: 7z!- ASSOCIATES, i BRIAN SEYFERTH &ASSOCIATES, INC 1�Z-71 PROFESSIONAL ENGINEE1 I (a L-1 ' lr'r - 10&4 'YF7- ISS' PROJECT NO: 1,120 DRAWN: C.,VC, CHECKED: DATE: a /1 e d ":� REVISED: I TITLE: I SHEET: 137 lel 1W of 1✓u- (Z2,Yb" r 176 4er _Ili #r 4B00�yFr 3105 l */�-T Z Z 4-Lct'S01L. 564p- JEr 7�AE Mw ,,j rrye T kJ i erm : .34e51 err 2500 %r - PROJECT: 5-fAP-b,-)c_4CS BRIAN SEYFERTH & ASSOCIATES, IN PROFESSIONAL ENGINE[ PROJECT NO: 15 (ze) DRAWN: CHECKED: DATE: REVISED: TITLE: SHEET. 13& -Tz,4Stl t�mcto--'urzt r use 10 4 F Z41T� 2 CM U o r Z15.79 IZ" 177' b/ce '/(2)(.0873) f (, 067 ) z - �= i-Q3401-�)_ ,687 =� = (, (� 873 %l -Z Mr J j d z (500 )(,340 (, 00,7)0Z 2 � 10 to FT—Ge3 E,573 PROJECT: BRIAN SEYFERTH & ASSOCIATES, I� PROFESSIONAL ENGINE[ PROJECT NO: DRAWN: CHECKED: DATE: REVISED: TITLE: SHEET: 13 9 Li6,tAj -POL.e- roo4Daid PROJECT: �k'1j4D = 'Q5 MPA Mp, C BRIAN SEYFERTH & ASSOCIATES, IP JZ & CFAF 94 >KZT = U = X05 7 = 1 = Z8,Z `r,2 G 4300 rr -z23 �Qvi✓�L Jr POAA,54 = 4U90 fr-ZA 17Z"e Z5 Zs PROFESSIONAL ENGINE PROJECT NO: (5 (20 DRAWN: CHECKED: DATE: REVISED: TITLE: SHEET: 14V PROJECT: �s U)U\ - 0005T Gia (C�, m lvl �I, C�i) S-�rA�zl3or-�-� MW -LEP744 OF ZW'4� BRIAN SEYFERTH & ASSOCIATES, IN PROFESSIONAL ENGINEF PROJECT NO: IZ;/zC-) DRAWN: CHECKED: DATE: REVISED: TITLE: SHEET: /l/ Nonconstrained Pier Brian Seyferth & Associates Date: Project # 15120 3/7/2016 4:23 PM Location: Starbucks 32nd & Youngtield Soil Type Clay, sandy clay, silty clay, and clayey silt (CL, ML, MH, CH) dassumed 4.58 ft Assumed depth of embedment Plat 172 lbs Applied lateral force Pvert 200 lbs Applied vertical force h 25.00 ft Distance from ground surface to application of P b 2.00 ft Diameter of post or diagonal of square post b,,,i„irnum 0.505 ft Minimum diameter Plat 100 psf Allowable lateral soil -bearing pressure S 1 per assum 305 psf Allowable lateral soil -bearing pressure per d & assmptions Pert 1000 psf Allowable Foundation Pressure A 0.66 ft Calculated factor (2.34xP) / (S 1 xb) W 2,358 lbs Applied vertical force plus weight of pier dactuai 4.58 ft Depth of embedment in earth for lateral pressure (A/2) x ( 1 + ( 1+( 4.36h/A ) )0" ) Assumes: - 1/2" motion at ground surface due to short term lateral loads are acceptable per Table 18-1-A - Backfill is concrete with an ultimate strenght of 2000psi - Hole is not less than 4" larger than diameter/diagonal of the column. - Design is per 1997 UBC 1806.8 & equation 6-1 l2_ City of Wfi6alz ' jdge- 00MMUNITY DEVEL0PMENT FOR OFFICE USE ONLY Plan1permit # Address; 8480 E ORCHARD RD, SUITE 6900 City, State, Zir): GREENWOOD VILLAGE, CO 80111 ArgfiltedL ArchftectfE691noef E Wf: Phone: Contractor: AMERICAN DEMOLITION INC Contractors City License Phone: 303-210-4367 Contractott-triall Address: JAKE@ADICOLORADO.Cars Plumbing: di&I&VA�iUfi Mechanical. W R. City License I M1 911 vi T 1=1 i ;II i u" Sq. FULF Stu's Gallons Amps Squares Other Cormnission Regulation D8 and the olorado Air This notice signifies Iot A # # I TIMPTOU - 3727 - 1 , YN1 1 0 pro mo s (fimi afi or e-mail (address above) and the appropriate county health department byfax. Project modifications include changes in the scope of work or the scheduled work dates, etc. 3210 Youngfield St. Wheat Ridge Jefferson County American Demolition 7100 Broadway, Suite 5K Denver, CO 80221 Asbestos Building Inspector: Melissa Valentine Cerification No,: 19393 Inspection Date: 10/09/2013 Issued RWJ n Mailing Address: (if different than property address) .Address. City, State Zip: # # 8 Complete all information on BOTH sides of this farm Sq, FULF Btu's Gallons Amps iJ Squares Other FAX to: 303 - 235 -2857 John C. Schumacher, Jr., CBO Chief Building Official City of Wheat Ridge 7500 W. 29th Avenue Wheat Ridge, CO 80033 is chi macheragi wheatndoe CO tt3 RE: Certificate of Occupancy Name Change Attention John C. Schumacher: Convenience Retailers LLC Contact: Permits & Licenses 600 N. Dairy Ashford, Suite TA 11386 Houston, TX 77079 Phone: 281-293 -5101 Fax: 281-293-2802 Effective May 1, 2008 Kayo Oil Company will be changing their name to Convenience Retailers LLC, with no change in ownership. All other information will stay the same. Listed below are the sites and locations that will need to be updated and sent to Conoco Phillips at the listed address above. The site in reference is: Site # 2706498 3210 Youn field Wheatrid a CO 80033- please send the new Certificate to the address below: Attention License and Permits 600 N Dairy Ashford Suite TR1032 8 Huston, TX 77079 Thank you, Convenience Retailers LLC Contact: Permits & Licenses 600 N. Dairy Ashford, Suite TA 11388 Houston, TX 77079 10 /10 'd 'ON M WV 9V:90 hH1 9002- LZ-Ndf \I 0 O (p (D 0 0 ~ ~ O O 3 ~ C1 O ~ _ 0 Z7 (D W 0-0 0 0 LO) y Q. 0 5 U3 ~ D ~ Q. y-y 2~ tC i y o ~ ~ 0 'S 00 ~ N O a V W (D ~ a ~ 0 o j ~ N N Z Z . ~ n Z 0 n ~ . ~ Oto O S = 2) 0 ~ (D 2) ~ Q n ~ A m • `G ~ 005 m m 4c~C I ? = y ~0 ~ m a ~ N fQ O (D 0on ~ n ~ ❑ { fn Z . O y ~ x m ~ ~ a 7l O ~ ~ 2 m -n 0 r r ~ z G) -0 C ~ ~ 0 C/) m r m G) D r 0 m U) l! ;u 0 Z 'D ~ 0 u m A ~ D 0 ~T N m cn C/) W N O O C ~ ~ (D n C/) 3 CD m a ~ m n O CC) 0 ~ W (.J 0 O Z ~ D n ~ Q ~ D ~ 0 ~J m U) U) N N 0 (D 0 73 cn c ~ 0 ~ co 0 G~ N v cn (D 7 G N ~ (7 0 00 O N ~ W ~ Z m .0 c) 0 ~ m ' . CD ~ ~ N x CD N (D N r r n D 0 ~ m C/) N ~ m -4 a3~ c nQ0 n CD m m ~ O a - OOm ~ 7 y (D U ~ aad m ~ m ~ O p_ Q (D - ~ N d CD (7 ~ (O Z a o O ~ ~ y CD F n ~aa Q fA ~ a ~oo 0 3 ~ a~ m ~ s m m m ~o . 0 a ~ o ~ CD ~ (D a m' 0) o a~ 0~ m gm ~ C W Q N a ~ N .~p a o FD,no nSD~ NN O 3 ~ (D ~ y m ~ a o m m EF CD m m m u (D o am -0 m 3 Z c 3 6 m ~ W (D 0 ~ ~ ~ < S 0 (D -4 =j ~ Q ~ Q~O (D N o ~ m o ~D 1 o ~ ~ =3v ° CD o m w w 0 N (D ~ ~ N O O W m ~ ~ n m ~ n ~ Z^ \ ConocaPhillips Fax to: 303-235-2875 b-- z -c'9 Convenience Retailers LLC Coniact: Permits & Licenses 600 N. Dairy Ashford, Suite TA 1138B Housfon, TX 77079 Phone:281-293-5101 Fax:281•293-2802 May 19, 2008 Ariention: John Schumacher RE:Name Change Can yo pleasa eowfirm ouf~ nlame change~hasour bee~n~updated ~~your syslem'?ed ~e req~'ved mformation (or he name d~ange&r name a Attachad documenlaGon of tha correspondence Please respond below and fax back to 480-491-5847. V The name change has been noted No changes were made. To make this Change, please Contad: Name. Number. Email: If you have Tur1her questions in regards to this fax please contact Kevin Ellis @ 602A46-7242 EO/IO 'd 'ON Xd.4 Wd 9121 .LdS 900Z-61-8h FAX to: 303-235-2857 F "R John C Schumacher, Jr., C80 Chief Building Offcial City of Wheat Ridge 7500 W. 29th Avanue Wheat Ridge, CO 80033 ischum^ "~doe co us RE. Certificate of Occupancy Nama Change Attention John C. Schumacher: Convenience Retailers LLC Contact Pemlits 8 LicAtlAP.s 600 N. Dairy Ashford, Suite TA 11388 Houston, TX 77079 Phone:281-293-5101 Fax:281•293-28D2 Effective May 1, 2008 Kayo Oil Company Will he changing their name ro Convenience Retailers LLC, chan ooatons tha will need ro be updated and sernt to' Co oc Ph II ps at the I st d address aboveE sites and The slle in reference is: Please send the new Certficate ro the address beloW' Attention License and Permits 800 N Dairy Ashford Suite TR1032 B Husron, TX 77079 7hank you, Convenience Retailers LLC Contact' Permits & Licenses 600 N. Qairy Ashfortl, Suite 7A 11380 Hauslon, TX 77079 EO/£0 'd 'ON Xd~ Wd LI:Z[ JS 500Z-61-83~ Certificate of Occupancy notes: City of: Wheatridge Site W5: 2706498 Date: 1-25 I spoke to: John Schumacher Phone Fax: 303-235-2857 Email: jschumacher@ci.wheatridg.co.u5 Directions for Name Change: !n, 2grED John asked to fax a letter to him with contact info stating a name change only. -Sarah Luzi EO/ZO 'd 'ON XdA Wd LI2I ,LdS 900Z-61-83A PERMIT N0: 070045 ISSUED: 01/18/2007 JOB ADDRESS: 3210 YOUNGFIELD ST . EXPIRES: DESCR2PTION: install ACM skin over existingstore fascia . CONTACTS gc 303/744-9000 James Rash 02-2105 Western Maintenance & Construc owner Kayo Oil Company PARCEL INFO ZONE CODE: C-1 USE: UA SUBDIVISION: UA BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT VALUATION: 5,000.00 FEES Permit Fee 144.70 Plan Review Fee 94.06 Total Valuation .00 n1~~ Use Tax 90.00 TOTAL 328.76 Comments: TRC: OK C-1 I hereDy certify that the setback dietancee proposedby thie permit application are accurate, and do not violate applicable ordinancea, rulee or regulationa o£ the City of wheat Ridge or covenanea, easementa or reatrictiona of record; that all measuremente ehown, and allegations made are accurate; that I have read and agree to abide by all conditiona prlnted on thie ap lica ' n and that I as e full responeibility for compliance with the whea[ Ridge euilding Code (I.B.C) and all other pl c 1 IPheat ~n,{dge na~cea, r wozk under thie permit. Plana subject [o field inepection. ~w..~/l . ' _ 5-' D? . Ss uA f wntractor/owner date 1. Thie permSt wae ieaued in accordance with the provieions eet forth in youz application and 1s eubject to the lawe of the State of Colorado and to the Zoning Regulationa and Buildin9 Codee of Wheat Ridge, Colorado or any other applicable oxdinances of the City. 2. Thie permit shall expire if (A) the wotk authorized ia not commenced within six[y (60) daye from iaeue date or (B) Che building authorized is suepended or abandoned for a period of 180 days. 3. If [hie permit expirea, a new permit may be acquired for a fee of one-half Che amount normally required, provided no changee have been or will be made in the original plane and specifications and any suapenelon or abandonment has not exceeded one (1) year. If changee have been or if suspenaion or abandonment exceeda one (1) year, full feea shall be paid for a new permit. 4. No work of any manner shall be done that will change the natural flow of water causing a draina9e problem. 5. Contraceor shall notify the Suilding Inepector twenty-four (24) hours in advance for all inspectiona and shall receive written approval on inepection card before proceeding with auccessive phaees of the job. 6. The ieeuance of a permit or the approval of drawinge and apecificatione shall not be conetrued to be a permit foz, nor an approval of, any ation qf th ;ons of the building codea or any o[her ordinance, law, rule or regulation. All plan review ect t~dEie c aone. Signature date INSPECTION REQST&ST LINB: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE I+4ADEBY 3PM ANY SUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number: oF w"E~T q gUILDING INSPECTION LINE - 303-234-5933 Date: CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 -(303-235-2855) PLAN # Oq -0o ) L4 cOCORPO~ MINOR AFFLICATIQN Properfy Owner: q y0 1. o-Pan 11 Property Address: 3 2 f 0 y o l S F i'e-1 ~Phone: Contractor License No.: 22 i o 5~ rN (h a; Phone: 3c S- 74`1 • Yo a a Company: W*-g't,p OWNER/CONTRACTOR SIGNA7URE OF UNDERSTANDING AND AGREEMENT I BuildinqDeat.ValuationFigure: $ Sooo.eo I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of W heat Ridge or covenants, easements or restrictions of record; thatall measurements shown, and alleqalions made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the W heat Ridge Building Code (I.B.C) and all other applicable W heat Ridge Ordinances, for work under this permit. Plans subject to field inspection. (OWNER)(CONTRACTOR):SIGNED ✓,•lia z -A~ DATE/-12-07 -07 Value:$ Permit Fee:$ Plan Review Fee:$ Use Tax:$ TOYaI:$ Use of Space (description): R~61111 Description of work: t'F C rvi S 1 . N eJ e..X C-41' s 1"i rv r~ c e,vU V.e N~t vo C-e- 5't-o 2~_ l=we, f: l Sq.Ft.added 0 COMMENTS: ApprovaC c ~r ~ Zoning: G•1 COMMENTS: Approval: WORKS COMMENTS: Approval: DEPARTMENTCOMMENTS: Approval: BUILDING DEPARTMENT USE ONLY Walls: Roof: Stories: Residential Units: Electrical License No: Plumbing License No: Mechanical License No: Company: Company: Company: Expiration Date: Expiration Date: Expiration Date: Approval: Approval: Approval: (1) This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any otherapplicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced wilhin sixry (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 180 days. (3) If [his permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, tull fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector twenty-four (24) hours in advance for ail inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. (6) The issuance of a permit or the approval of drawings and specifications shall nol be construe~Lt¢ be a permi[ for, nor an approval of, any violation of the provisions of the building codes or any olher ordinance, law k[t~ or regulation. All plan review is subject to field inspeclions. Chief Building Official Hill Inspection Services, LTD 4560 W. Mineral Dr. Littleton, Co.80128 Phone-office/home-720-981-9511 Cell-720-231-3734-Fax-303-933-4901 January 08, 2007 Subject: Scope of Work Area: Denver Metro What: Re-Imaging metro area stores to circle K Store Address 3210 Youngsfield Jurisdiction: City Of Wheat Ridge Planners: Conoco/Phillips wants to re-image its convenience stores in your jurisdiction. This letter will explain our intent & seek your approval. Area to be re-imaged; the convenience store fascias (see attached photographs). The circle K sign is installed at most locations. We plan on installing an Acro skin over the existing fascia. The new image will be installed on all existing fascia of convenience stores only. All other areas will remain the same. Each applicarion is accompanied with photographs depicting the color scheme for your particulaz jurisdiction. Applicadon for building permit is included in this packet. If quesUons arise, please call me at 720.2313734. Sincerely, \a`ti`" ` ~ Chuck Hill Hill Inspection Services, LTD. o O Y O N 6 C U 6 f V K V Z Q S 0 Z 0 0 ~ p ~ Z Z ~ 0 1f; 1\ ~ ~ -L 0 s ~ ~ ~ , ~ 5 a ,zi. i ~u ~a (ssg ~~a . *p 'aSGi ~ c y ~gi~F'g \ ~ m 1~a L II ~1I N ~ m~ p Z~~9~ ha m~ Tm I I . s ~.:Eg g I I ~ f I I N I 1 ~ p I 1 ~ Z D n f i ~ i i i i i i i ~ i - i i i A I I 00 I I I ~ I I I I O I 1 I 1 I i i ~ i i i i i i i i i i i o i i i i v Z A ~ 1 I ~ ~ N v s=~ ~ I 1 I I I Sg`A' N i i r O n ~ D N ~ Z ' m r 9 S .7 R ~ j u D u m ' ' ~ . U w I I ~ 4 v I ~ g - I I ~ T L ~ + 5 ,w ~ o 0 0 « : ~m O O O '0 ~ m O O ~ • i i i i 1 i I I I I I I I ~ I i i i i i i i i i i i i I m I I ~ I I I I I I I i i i i i i i i ~ i i i 2frl i i I I I I I I I I i i i i i i ~Ity of Wheat Ridge +~am~n,erciat Sign PERMIT - 070092 ~~ros2 ! rssuED: 02106/2007 ~,OUN6FIET,D ST ' ..EXPIRES: 08/05/2007 : gk& Gpyapge and new wall eign over entrance door. 01-7248 Young filectric SignCo 4$_5~76 Conoco/Phillips C 1 ~ . . USE: UA . . ~A . . . . BLOCK/LOT# : OI . . . ESTIMATFD PROJECT VALUATION: 1,461.00 FEES . ' 90.10 . v-v Fe:e . . 58.57 7.~n .00 35.12 183.79 ' ;~staiM.d100 MPH 3-aec wind gust. AnY:electrical to meet 2005 NEC> :~yJc1 insPection. 6Ya,C tha dmtback distancee progoeed by thie permid application aze accurate, and.do not viola£e applicable a,ut ;6gul0.t10ne of the City'of WheaC 81dge or covenante, eaeemente or sestiictloAe of record; tHat all;Ia , ah2i dllegaCione made are.accurate; that i have read and agree to abide by all , wnditione printed on thla ~jj~.t Y~deetu~e EulY responeibility for ComglldnCe with the Wheat Ridge BuildingCOfle (I.B.C) and all other R,{pg¢ ptklSnancee, for work under thie pern)Xt. Plans aubject to field inapection. xacCarl~+er date . . iap ;g~4yad in aCCOrCance with,the provieione eet fortlx in your application and ia eubject ta~the lawe of the xAQ,q and'tothe Zoning Regulatione and auilding.COdee of Wheat Ridge, Colorado orany othar applicable ' C#te G3r}y. Iki611 exglTe 180 daye from the iesue Qate. Aequeatefos an exteneion muet be raceivtd pxaor to~..espisdtion 4!TlpYolp toaN ba granted at the diecretion of'the Suilding Official. ft.,pxpisks, a new peimit may be acquired for a fee of.one-half the amount noxmally.reqaired• Pmvided no YWeBn bY'will be mde in the oziginal plane and epecificatione and any euapensionor abandonment tiae not t;j y.~a=.. If chan9ee have tieen or if euspeneion or abandoxunent exceeda one (1) year, Eull feae ehall new PekmSt. . . . . "41 ~ha}1 bedone that wili change the natural flow of water causing a draiaage problem: "y'y 4ti}y theBuilding.Inepector twenty-fouz (24) houre in advance for all iflepectione azld8ha11 cecelve 64al Oit in9pecfion card before proceeding with euccesaive pluaee of the job. . . . bi.A pCrtt7.C or the~faph~oP=ovieionewof thenbuildinglcodeenor anylothernot osmreg~ilation ~LIV!~ . . . . . . Rp a'WNSccld inepectione.. IffiC81 ' ;~g: (303)234-5933 BUILDING OFFICE: (303)235-2855 'BUSINESS g.gy.3pfq pNY BUSINESS DAY FOR INSPECTION THE E'OLLOWING DAY. ~ ~ ~'o n ~ m ORP~ N . p,i4z- (1-1 City of Wheaf Ridge Building Permit Number. Community Development Departrnent Date: lRll EQit Proparrynaa«S: 3 a`a Conhactor License No.: 1 7 ot. y$ compaoy: CJ Phone: C3oS).Z3$-93)g Phone: 003> 3 75--Q933 OWNER/CONTRAC70R SIGNATURE OF UNDERSTANDIN6 AND AGREEMENT I BuildlnaDepL Valuatlon Flgure: s I hereby certify that the sefback distances proposed by this permft application are accurete, and do nobviolate applica6le ordinanbes, rules or regulations of fhe Cily of Wheat Ridge or eovenants, easements or restrictlons of record; that all measurements shown, and allegations made are acarete; that I have read and agroe to abide by all condiNons printed on this appticatbn and that I assume tull responsibifity far complfance with the Wheat Ridge Building Code (I.B.C) and ali otlrer applicable Wheat Ridge OMinances, forxrork under this pertnit Pians subJeet W fteld inspeetlon. (OWNER)(CONTRACTOR): SIGNED ' DATE (OWNER)(COMAACTOR):PRlNfm DA7E V31llB:$ Perroit Fee:$ Plan Review Fee:$ se Tax:$ Total:$ Use of Space (description): Description of work: y„ sy-~l ("t"a 3=4 "k 3•,q•' w n l~ Sig..+ °v 4 f~+`r+c.iwc-C voott AOcl Sq. Ft added /4/ Expiration Date: Expiration Date: Expiration Date: Approval: Approval: Approval: ('I) This pertnit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Coloredo and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the Ciry. (2) This pertnit shall expire ff(A) Ne work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspanded or abandoned for a period of 180 days. (3) If this pertnit expires, a new permft may be acquired for a fee of one-half the amount nartnally required, provided no changes have been orwill be made in the original plans and specifications and arry suspension or abandonment has not exceeded bne (1) year. If charges have been or if suspension or abandonmenl exceeds one (1) year, full fees shall be paid for a new permit. (4) No workof any manner shall be done thal wiil change the natural flow of water wusing a drainage problem. (5) Contrador shall notify ihe Building Inspedor twenty-four (24) hours in advance for ali inspections and shall receive written approval on inspedion card befom proceeding vrith successive phases of the job. (6) The issuance of a pertnit or the approval of d2wings and specificatlons shall not be conshued to be a permit for, nor an approval of, anyviola6on of the provisions of the buiiding cndes or any other ordinance, law, rvle ar reguladon. All pian review is subject to fleld inspections. Chief Building Official Electricai License No: Piumbing License No: Mechanical License No: Company: Company: Company: Wall Siun Calculation Sheet You must complete this sheet and include it in the submittal package for any new wall signs. You will also need to create a site plan and a detail sheet of the signage. I r ProjectAddress: 3.210 Contractor. `/Bti~q ~l~c.ti~~s~sv 6o You are allowed 1 square foot of signage for every 1 linear foot of wall to which you are attaching a sign. All wall signs must be adjacent to a street or major interior drive. Step 1: Measure the length of the wall(s) where you are attaching the sign: Wall 1- y9 feet Wail 2- feet Wall 3- feet Step 2: The length of the wall is the allowable square footage for the wall sign. Wall 1 allowable signage- Wall 2 allowable signage- Wall 3 allowable signage- Nq squarefeet square feet square feet Site Plan m v S'.1 ' R w u Ltl u ELECTRIC SIGN uesc®. COMPANY Denver Division 303375-9933 3770 Joliet Street 303-375-91111FW Denver, CO 80239 www.Yesco.com O Address: CONOCO#6498 (1 EA.) DIF ILLUMINATED MONUMENT SIGN SCALE: 112" = 11-0" NEW SHIPPED-IN FACES FOR EXISTING MONUMENT PHOTOS OF EXISTING SIGNAGE 3210 YOUNGFIELD WHEATRIDGE, COLORADO Designer: HERM MEDINA Sales: CHUCK HAND Scale: NOTED Date: 0107107 Revisions: rn 3'-9' (1 EA.) ILLUMINATED WALL SIGN SCALE: 1" = 1'-0" INSTALL SHIPPED IN DISPLAY. EXISTING FASCIA WILL BE PAINTED WHITE BY OTHERS. SIDE VIEW I r„--1 ART SUPERIMPOSED ON PHOTO - SHOWN AT APPROXIMATE RELATIVE SCALE Work Order NOTE: UNLESS OTHERWISE NOTED, ELECTRICAL RUNS OR FINAL ELECTRICAL HOOKUP CHARGES ARE NOT INCLUDED. ILLUMINATED DISPLAYS WILL BE WIRED FOR 120 VOLT POWER UNLESS OTHERWISE INDICATED. F V OITIfE B M!r lA XFA4 YIDIfaK FM LW1(i iBE CYRIS DRAWING WAS CREATED TO ASSIST YOU IN WSUALMIHG OURPROPOSALTHE ORIGINALIOEAS HEREIN ARE ME PROPERTY OF YOUNG ELECTRIC SIGN COMPANY. PERMISSION TO COPY OR GOING THIS DRAWING CAN ONLY BE OBTAINEOTXRU A WRITTEN AGREEMENT WnXYESCO. SEE YOUR BRIEFS REPRESENTATIVE OR CALL THE REAREST OFFICE OF YOUNG ELECTRIC SIGN COMPANY. DESIGN#: 07142.1 Page: at: n N ~ 1G~Sn..y Mowuwaaft v a" r ~ e a ~ --0 V ~ u ~ 1 ~ ~ YESCO Sign Survey Site Plan 8 Project: CoNBw lc.,rcl-e,i * 4 449 Address: 3;no Ym Ct N SZ-ex d pF.E~~snay - i s,oxe I .a. ~ ~ I ,1o ~ GaS ~ CA~+e~`~ 1NSl~p~I 1.J2~I ( Stf~ oveR ~ ~ I EG~'°'i ~C,~r2a~.ue Dou,2 ( \ c+►a+e..~y I 32 N0 AVf-- IZJ8' FzouTA9P rNSTwI~ l~e.w ~{acr5 ~2 `~GT~[5~7~<p tNON~+tweuT J S~~ AJ Conoco / Circle K #6498- 3210 Youngfield V Install new wall sign over entrance door KNulT NVMK■ B90l6411 u 1 r~ 4 a ~i T b Q ~ ~ • ~ I °g I _ I' 1 - ~ Q ~hu . `+•v p ~ g ~ Z ~ v eye ~ .~..A.. ..'ZI v . . v O T a ~ go ` T a m ~ O D r 9 O Q y i S z $ ~ 8 , < Q f ~ 3 P y ~ z= n ~ F. ~ ~ sg H o • tv a ~ C ~ 1 n 9 n H R W ~ N ~ . ry..~.., v z r „ y y t go City of Wheat Ridge Commercial Sign PERMIT - 060076 PERMIT NO: 060076 ISSUED: 03/03/2006 JOB ADDRESS: 3210 YOUNGFIELD ST EXPIRES: 09/03/2007 DESCRIPTION:. New banding on bldg. Pricing &directional sign replacment. CONTACTS owner Conoco Phillips PARCEL INFO ZONE CODE: UA USE:. C-1 SUBDIVISION: UA BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT VALUATION: 5 00.00 FEES Please Note. Permit Fee 162.90 owner/ contractor Is responsible for locating property Plan Review Fee 105.89 lines and constructing improvements according to the Total Valuation 00 approved plan and required development standards. Use Tax 93.6 o The City is not responsible for inaccurate information * * TOTAL * * 362.39 submitted within the plan set and any construction errors resulting from inaccurate information. Comments: Installation of blue banding on building, on top of banding: 3 ProWash graphics are to be applied directly to the blue band. replacing old directional signs: Enter, Exit, Pricing, and Instructional signs JH: 3/24/06 okay for wall signage and freestanding directional signs.only. Freestanding directional signs cannot be larger than 4 square feet and may not exceed 4 feet in height. Support structure for freestanding directional signs will not count towards square footage. KS: Must withstand 110 mph 3 second wind gusts. Subject to field inspection I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. Signature of contractor/owner date 1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. 2. This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 180 days. 3. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. 4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. 5. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. 6. The issuance of a permit or the a roval of drawings and specifications. shall not be construed to be a permit for, nor an approval of, olat' ofthe p 'sions of the building codes or any other ordinance, law, rule or regulation. All plan re -42 sub' to fie tions. Sz< Signature of Chief Building Offical date INSPECTION REQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. G a >v rn w C7. Z not n o .a N'd p s L J 0 v ➢.p o. o ~ ~Q c O 2 D_ - ~ N ~ y O O O O j~ O ~ m - - N C7 p -O 0 m 0 0 w w p ~ m o O -w o m T m ~ o v m 3 v w Q n m T O ~ ~ N N ~ m N 6] ~ W ~ w 1 O i c: ~Q i O Q if, d = O C < y N ~ ~ N 3 n K ~R D 0 O cn @ It O Oy Cl)" 0 II j X N ^ I ~\G N N ~ ~ -Q X A it N <p N SU (D Ol N (D O W Un Cf) m co N O A C d (D O O N O v N N a N m N O a G (D fD 7 N N N (D 7 O N O N N 2 c m N ? W N cn rn O cn N' O N C ~ N Z fD d ~ (n i fD C V! J ~ N N CD (D N N ~ .p r O O N O O N C ~ O) n O. S (D O O ➢1 a O G '0 C) 0 0 0 00 V Cn ^0^` W 0 T~ CD cn C CD 631-- I \ If n e 3 0 p p p i ~ ~ 5 5 5 n 'S a ~ N e n i i . z 3 V n g D i i I m S +C a 3- ~ ~ 6 3 a I O - q a = Q t t N i e n roxa g n O ~ 3 x a COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number : 17514 BUILDING INSPECTION LINE -(30S-2S4-59S8) Date : 8/5/2004 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Property Owner. CONOCO Property Address : 3210 YOUNGFIELD ST Phone : 649-4194 Contractor License No. : 18998 Company : Aspen Sign Co. Phone : 719-391-1924 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT i ~ 7Construction Value : $2,500.00 I hereby certity that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree lo abide by all conditions printed on this application, and that I assume full responsibility for compliaJ~ce e eat Ridge Building Code (U.B.C.) and all other applicable W heat Ri in3n wnder thi~ rmil Permit Fee : $108.30 Plan Review Fee : $0.00 Use Tax : $30.00 Total: $138.30 Use: &:a (OWNER)(CONTRACTOR)SIGNEq% ~ Description : REPLACE MON 2alill,ri~4Co6n06ts: Approval : MR Zoning : pCD Br111ding~~"org+nej~ta`~ Approval: CR P'4~[icj~V+br~cs ~Y~rt~e~lts; Approval: Occupancy: Walls BUILDING DEPARTMENT U~S1E~QN~L~~~n pTOVelme~u~Ordln~'" ' and r wfiw ired 812104 lapPTO e P ~po~9befor~inacc°T'°ic`r any The City inthe p1~ set and mto+. ~om ~ . . wb~on i~~~ulting SIGN SHALL HOLD UP TO 110 MPH 3 SEC WIND GUST AND MEET 2002 NEC ART 600 Roof Electrical License No Company: Expiration Date : Approval : Plumbing License No : Company : Expiration Date : Approval: Stories : Residential Units : Mechanical License No : Company : Expiration Date : Approval: (1) This permit was issued in accordance with lhe provisions set forth in yopur application and is subject to the laws o( the State o( Colorado and to the Zonin9 Regula[ions and Building Code of Wheat Ridge, Colorado or any other applicable oMinances o( the City. (2) This permit shall expire if (A) the vrork authorized is not commenced within siMy (60) days from issue date or (B) the builtling authorized is suspended or abandonetl tor a period of 120 days. (3) If this permil expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been orwill be made in t e original plans and specifcations and any suspension or abandonment has not exceeded one ('I) year. If changes are made or if suspension or abandonment exceeds one (1) year, PoII fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural Flow of water causing a dreinage problem. (5) Contredor shall notify the Builtling Inspeclor twenty-four (24) hours in advance for all inspections and shall receive written apOroval on inspection car0 before proceediing with successive phases of ihe job. (6) The issuance of mit or th drawings antl specifications shall not he construed fo he a pertnit for, nor an approval of, any violation of lhe provisio 5 ildin es or any ot~ ance, law, rule or regulation. 6i A Chief Building Inspector Please sign Terms and Conditions on reverse side of page. DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING 1NSPECTION DIVISION - 235-2855 CITY OF WNEAT RIDGE 7500 WEST 29TH AVENUE WHEA7 RIDGE, CO 80215 - Building Permit Number : Date : i'Y7 Property Owner : Cc>:wcV r Property Address : jatp }6vAyst-~Wd contractor License No. : lqi 9 fr Company : AS Poo si S /'1 Cp, OWNER/CONTRACTOR SlGNATURE OF Phone : 3p'3 _ (o<tj-SIj QY Pnone : )l`l '39/-1 P `-J AND AGREEMENT I herc0y ceRify that the setback disWnces DroDascd by this permit avPlinfion aro aecunte, and da nol violate appliubb oMinancea, ruks or regulatbna o( the City of 1Mieat Ridge or wvenanb, eaxmenta or rcstriU'wns of recor0; that all measurements shown, anC allegations made arc aecurate; that i have rcad and agree to abide by alf conditions printed on this application, and Nat I aasume fu11 rcsponsibility for Complianx wdh the WAeat RWge Buiiding Code (U.B.CJ and all otner applinble Whest Rjdq4 oldjPa9ce;(or woAC under this permit. (OV1tN ER)(CONTRACTOR) Description : RePlGce ~ Ma.~ .K e.~ Construction Value : aI S(K'i, ~ Permit Fee : Plan Review Fee : Use Tax : Total : . 28TifM1'~*CbTf ITf ~b~St3] Approval : 2oning : BUILDING DEPARTMENT USE ONLY SIC: Approval : PQm Approval: Occupancy : Walls : Roof : Stories l lr 'u V(~ ResidenUal Units : Eieetrical License No : Plumbing License No : Mechanical License No : Company: Company: Company: Expiration Date : Expiratlon Date : Expi2tion Date : Approval: Approval: Approvai: le ~.t~rts~taaatr~e~r 0 rim" iaaMM 0 sm~atlm (1) Rp'wa4~'oni i~ns E 4 8uw Ca~e oCW aW~M*at N R1M DO'RSbn> >at foM in riPw +PP~~ an0 N wDjecl lo IM Iaws of Ina SuM o1 CobnEO WnC ro IM 2m:q Cobado or aM wMr SOWk+01e aCiNnw of IM Ci1y. C11 inis Dm+Tic MW expm 7 NI the wak wuwn:aa u not mmrrwncaa wimm aiM lBN dYs hom uws Gu «(B) tM wiqiM auuvcw 18 3mpeiaea a aWneonaA la a oKbd of 120 6ayi. . (7) mmes; a7. ~ naw pertnt m~y Ee a~pWred br a laa d on~tWfmWe In tlw .~ahatl~~pa ~ n~"iwa~ rtwnt nwnaonmant ♦ ~mn ~el 0e Eon~ tnat wA Nanqa Ne naaNlbw otS~ otlN UN 9udainp In7Daetop~ DMmy-leu~ (2~) taura Y1 aE~N belora 61 i peRtN WI U~ipprOVY of hawinys anC fpeciM1ntiona ( ot Ne provisions ae. «.ny an« aanane.. ~w, na. «rcyuwwn. Chief Building Inspector For Mayor THIS PERMIT VALIO ONLY WHEN SIGNED BY THE CHfEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION J p ~a w: ~e s N y ~ J e' b~ °oe ~g O y ~Ci. O . ~ A Q m ae~ a=^ va m nno Oaw ~ N a e m R p! O QQ ~ o ~ ~ ~e m ~ m F c A r e e I------- . yJ L d ~ Ov ~aN F q. I(., i ~n S ~ a ~ u ur YOUNGFIELD 31: ~ N 00 00 O~~~ f1~ ~ O A ~C~O n ►~,~*+~O r~ ~1YI O fD nS O~ ~ p^, C O ~ Q N ra C a ~•d ~ C ~ O C."i dQ n ~ '~•:t .~r ~ y O v, W fD . _ 54.631t] 0 ~~iyh4h44y44~ih' ` O • hyyyyyyyhhyyy ~44hh444444h4" ~yyyyyyyyhhyy~:: yyyyyyyyyyyhy.-. ~ ~44444h ~44h' 444444~ 'h444 ' ~ 4yyyyy~ y444~ ~ ~h44444 ~44y~ yhhhyy~ yyyy ; 444444~ ~h444 , m ~h~~4444 hh44' yyyyyh~~ yyhy , ~~i~ • I• ~ . h44444~ ~4444 ' • hyyyyy~ ~yyyy ~444444 4444~ yyyyy4~ ~4y44 ; `~4 ,ligi~ s. h444444444g~4h hyhhyy all yyy 1yy1~ yy 4yyyyyy444yyy ~ ~~I II IiiIIII ~ ~ ~ ~i' \ \ ► r ~ ~ . . , _ 6Mft ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ X 00 U) ~ C) C m ~ U J Z ~ w n O p ~ ~ O O Q ~ U) ~ Q x~ i7i b r ro o c~ 0 r 5 o a t C A O y Y (]n O 6 W VJ N a A 0 e C7 ° y~ o cm '.7 ISM b 8 h "O A n C" e n a DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 14648 BUILDING INSPECTION LINE - 303-234-5933 Date : 10/16/02 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner: CONOCO Property Address : 3210 YOUNGFIELD ST Phone : Contractor License No. : 18998 Company : Aspen Sign Co. Phone : 719-391-1924 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : $6,500.00 I hereby certify that the setback distances proposed by this permit application are accurate, and Permit Fee : $139.25 do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or 00 $0 covenants, easements or restrictions of record; that all measurements shown, and allegations . PIBn ReVIeW F@0 : made are accurate; that I have read and agree to abide by all conditions printed on this Use Tax : $78.00 application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat id e oi an s, for work under this permit. 25 $217 DATE /v a9-el . Total: (OWNER)(CONTRACTOR)SIGNE ~M Use : ONUMENT AND REFACE 20' HI Description : REMOVE & REPLA GHRISE BUILDING DEPARTMENT USE ONLY Zoning CQmments: Approval : MP/OK Zoning : C-1 Building Commetlts:; Approval: DMIOK Rublic Wor~S Comrnents; Approval : Occupancy: Walls SIC : Sq. Ft. : SIGNS CANNOT INCREASE IN HEIGHT OR ENCROACH FURTHER INTO SEBACK. SQ. FOOTAGE MUST REMAIN SAME OR LESS THAN EXISTING. TO MEET NEC ARTICLE 600 FOR ELECTRIC. Roof Electrical License No : Company : Expiration Date : Approval : Plumbing License No : Company: Expiration Date : Approval : Stories : Residential Units : Mechanical License No : Company : Expiration Date : Approval: (1) This permil was issued in accordance with the provisions set forth in yopur application and is subject lo the laws of the State of Colorado and lo the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other appiicable ortlinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days trom issue date or (B) the building authorized is suspended or ahandoned for a period of 120 days. (3) If lhis permit expires, a new permil may be acquired !or a fee of one-half the amount normally required, provided no changes have been or will be made in the original pians and specificalions and any suspensian or abandonment has not exceeded one (t) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paitl for a new permit. (4) No work of any mannar shall be done that will change the naNrel Flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector twenry-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the job. (e) The issuan epermit or lhe approvai of drawings and specifications shall not be consirued to be a permil for, nor an approval of, any violation of the provisle lh b s or any other ordinance, law, rule or regulation. Chief Building Ins ctor DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: BIIILDING INSPECT'ION L1NE - 303-234-5933 Date: CTTY OF R'HEAT RIDGE 7500 WEST 29TH AVENiTE WHEAT RIDGE, CO 80215 - (303-235-2855) ~~LWATION Property Owner: Co,xDC c;.,KC)Ce (CP Phone: PrapertyAddress: N Contractor License No.: 189q g ,I ComPaaY: f}5txg~i7 Sis..7(1_o Phone:'2(~ -3 7/ -/9 d Y O W1V&ILCONTRACTOR SICNATUR& OF TINDERSY'AA'DIHG ACID AGREBhffiVT I hearby cactify that the setback disfancea proposed by this peemit spplicatioa era nccucete, and do aot violete applioable o[dinaaees, nttes or ngulations ofihe City of Wheat Ridge or covenm4s, •asomens or teshiidione of record; tLat all me•m,resnA,na sho`pn, and allegations made ero accurate; flhat I have road and agree to abide by all conditions priated on this applioationa and that I assume fiill tasponsibilitY for compliance wIIh the Whaat Ridge Hnilding Code (CTB.C) and al1 other applicabla Wheat Ridge Ordinance , for w undet ' peunit. Construction Value: C Permit Fee: Plan Review Fee: TTeP Tar' Total: (OWNffitXCONIRACLOR):SI@ffiJ OlAo: DAl'S~~-OCT Description: Q~,.'rr~~ 4wc~ R170Gc,e- Voo,ivwtcr.'t}" 4- R¢c,,¢-- a Cy ` 14''S k e, se- BUILDING DEPARTMENT USE ONLY SIC: Sq.Ft.: AppIOV21: ~S Cu••ru~ t"cntiS< <A O(` 4nc✓'u4-c k s s s ~l"PO Zoning: iv'm scA~.AcK l~ ~usA-a~~.,ti;~,. s~~„c le c ure ~ Apprwal: 7-0 istt~ 19425'c!'e a49 C~ ~ ~:r ~;<~RSa~~~~ ~lee~ ~Jih/°Z ~ AUG ? 6 2002 k'„. f%q~ ~~T.!p?.I~YA' . s~~~. Aj7pIOVal: Occupancy: Wa1Ls: Roof: Stories: Residential Units: Electical License No: Company: Plumbing License No: Companp: Mechanical License No: Company: Espiration Date: Expuation Date: Expiration Date: Approval: APProval: Apprwal: (1) This pemut wu isswd'm ucocdavice with the provisioav set forth in your applicetion aod 'u subjeet W the kws of tIu 3tate of Colomda and to the Zoving Regulatloaa and Buildmg Code of WhwtRidge, Coloxado oi zilj other epplica6le ocdinmcm ofthe City. - (2) Tnie permit ahaLL ezPue if (A) the wwk avfhocized is mt commrnced widtin v#Y (60) days from iuue date oc (B) t6e bvildin6 avthaaz¢d'u uTPmded or abaodoned foi a period of 120 deys. (3) If Nis parmit exp'ses. a new pamit may be acquix¢d fox a fee of amLzlf tke amotnt nowalty Te4vue4 P+av+ded m c6°°4°s h+"c bem or will bemade in the ori&alPlans'nd sPecificatioas md my susPmsioa ac ab nnonm.-tLas aot arceedrd ove (1) Yeaz. If chen6a+hava bean ac if su%Pensima abend~t ezceeds one (i) Ywr. fvll feu shallbepeid foi aaewpemiit (4) NowoikofmymamasEall6edanet6ntwillchmgetheme¢alflawofwetmcausingadninageproblem (5) Conkactors6nLLnotifYthe BvildinelmPectortwmty'fovc(24)houni¢advmcefacalln+spec4msandshallmceivewrittm appmveLoniaapactionmrd6eforo proceedipgwithsuccwaivephssu ofthejob. (6) Tan issuance of a peffiit oe the appmval of dawiugs end specifieationc shail mt be cowhued W be a pennit for, nor m epproval of, +¢yviok¢m ofthe mwisiovs ofthp{¢ild'wgcos or eay afha oidinnnce, law, rvle oriegule4oa ¢ w e! ze 5 M~ N O~~ Vi N S' O 6 n O OQ 6 ~ ~e~.. ~ „RR o~ ~ ~ ~ ~ a ~ d2 1111, nj 00 0_ cin rp tA v~ :0° no~~°' ~O .y.• < p O N~ 0 p~• ~ ~Rq p, O ~i ~ ~n .~.i rin a Cn r: ~^O ~ II f °9 sc'o eo',r e~ V1 ~ p p I' ~ . . . . YOIINGIIE/D St sign photo DEPARTMENT OF PLANNING AND DEVELOPMENT - BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Building Permit Number Date 9764 11 /9/99 Property Owner : r C'- I'1 L)O- b Property Address : 3210 YOUNGFIELD ST Contractor License No. : 18953 Phone : 233-8430 Company : Kubat Equipment Phone : 7772044 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED DATE Use: Description : Installing containment sumps underneath existing gasline dispensers BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : Approval : Zoning : Approval : Approval Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Company : Expiration Date : Approval: Plumbing License No : Company : Expiration Date : Approval: Construction Value : $16,400.00 Permit Fee : $279.25 Plan Review Fee : $0.00 Use Tax : $246.00 Total: $525.25 Mechanical License No : Company: Expiration Date : Approval: (7) This permit was issued in accortlance with the provisions set Forth in yopur applicaGon and is subject to the laws of the State oF Colorado and to the Zoning Regulations antl Builtling Code of Wheat Ridge, Golorado or any other appliwble ortlinances of lhe City. (2) This permit shall expire if (A) the work authorized is not commencetl within sixty (60) days from issue date or (B) the buil0ing authorizetl is suspended or abandoned for a period ot 120 days. (3) If this permit expires, a new permR may be acquiretl for a fee of one-half the amount nortnally required, provided no chan9es have been or will be made in the original plans and specdicalions and any suspension or abandonment has not exceeded one (7) year. If changes are made or if suspension or a6antlonment exceeds one (1) year, tull fees shall be paitl for a new permit (4) No work of any manner shall be tlone tha[ will chan9e the natural flow of water causing a drainage problem. (5) Contractor shall notdy the Building Inspector iwenry-four (24) hours in atlvance for all inspections and shall receive written approval on inspection wrd 6efore proceediing with successive phases of the job. (6) The issuance of a permit or lhe approval oF tlrawings and specifcations shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building cogesyr any otheL,9rdinance, law, rule or regulation. Chief DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 APPLICATIo N Property Owner : Property Address : Contractor License No. : Company : :_~Oc O . 3 _ OWNER/CONTRACTOR SIGNATURE OF AND AGREEMENT I hereby certify that the setbaek distanees proposed by this pertnit application are accurete, and do not violate applicable ordinances, rules or regulations of the City of 4Vheat Ridge or covenants, easemants or restrictions of record; that all measurcments shown, and allegadons made are accurete; that I have read and ayree abide by I condkions printetl on this application, and that I assume full res onsibiifor com lia ce wtth the Wheat Ridge 8uiiding Code (U.B.C.) and all other applicable Wh idge ord~ ces, for work under this pertnit. (OWNER)(CONTRACTOR) SIGNED ~pqTE Construction Value : Permit Fee : Use Tax : Phone : 21;, Phone : $C/ry~ 7 Total : use: Description : ,TF.~~~ L ,y~~~~ AVZ BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : _ _ qPProval : Zoning : igimm Approval : ' Approval : Occupancy : Walls : Roof : Stories : Residential Units : Electricai License No : Plumbing License No : Mechanical License No : Company : Company : Company : Expiration Date : Expiratlon Date : Expiration Date : Approval: Approval: Approval : (1) This permit was iaaueG in accorCance with the provisiona aetloM in yapur applitation and ia aubjeet to Mciawsot the State o( Coloratlo antl ta Me Z.onirp ReguletionE entl Builtling Cotla M Wheet Ritlge, ColoraCO w a'ry othar applipble ordinencey W py Ciry. (2) This pertnit shall ezpire if (A) Me xrork auVqnzeC ia not commencep wiMfn sixty (80) Eays hom iasue Eate w(B) the Duiltling auNOnzetl ia suspandetl or abantlonetl for a penoG of 120 Eays. (3) If Nis pertnit expircs, a new parmR may be acQUired for a fee a1 one-hal/ the amount rrortnaly reQUireE. PiovitleE iro Uunges have Eaen u will be meye in the onginal ptans anE spetlRCatipns and any au8pension a abantlonment has nM ezceetletl one (7) year. 1/ changea aro ma0e or H suspension or abantlanment exCeedp ofro (1) year, NII fm ahali be petl fpr a Ilew pertniL (4) No vrork of atry manriM shall be tlone Net will thanpe Mp netu2l nOw pf water Causing a tlrainage prodem. (5) CGo~II^g ha~ll 9e~BUptl~~$ ~sf p Nrenry.four (24) hours in atlvance for ell inspectlons and shall receive written approval on inspecfion ~artl Defp~e (e) The issuanm W a permit or Me approval W Cmvinpa arW speCificaOpns ghall not be construetl to be a pe'mit kr, nor an approval M, any violation M Me pioviaions of the building ootles ar any other orCinance, law, rule or regulatlon. Chief Building Inspector - pLIC11TIUN ItMI FLIUWI1tllE LIWIb3 StORAf.E hERNIi 11V i~ CUl01tN1U bIVI511M1 Ui LAtllMl - UIL IN5PECilUN SECII[MI 1001 E. bYtd 11ve. OMner, Colo. W216 (303) 20V•SN~3 A plot plen must aecaqwtry UhIs olqiUcntlaq ahoqinp: Iwme t aklrese of feclllty, IOt IIImM19Ip1A, Jlstnrce lo . 6uildhgs, rooJs, rellronds, pruperty Ibme, ntlier flmnxible llqulJ etore}e lenkn; Jlkea, acea■lnry cailoinmd nrcaa, (ocallai of exlstltg. tonke, plpirg~ntd dlsrycnsera ea pcll ee lhe txu moteriol bcing IrelolleJ ar u1,graJed. IEE tUR tlIS "USI L11N REYIEV 11Nb IMSI/ILLAtIq1.IN5pECtIUN" IS 5150.00 hEN t11C1UTY. -pleose pey Fry check or ma,ey order ` toclUty Nome fi, L"O ...._.1...; ouner Nome_ f.., . nddrene . . 11ck1resa 1IP~ ~ ~ ,CE4IZI~OA.r/A7Tl~/ /.O i 21P ~IZZ 1Aiaie ~ ~.~'~I~ax J'~,r~GY (clrcle ell Hhot oqdy) rvlce Stetiai Bulk Plont Halhl.Fec(Uty... Nirport School Ilos`pitnl 6u,`slm r vo[eDGOVerrment Reslefence uholesole - cerJlcek Na,nesole i, emereetcv 54~plY rlpaUne iermDwl Refiiwry Monulactory otor f e-go-ant Uleseltuel ' Avlotlai Cos Jet Focl Kerosoie Nelhelwl Etliorwl Gesdivl Ilenthg oll Voete nll Evqine Oll Lu6rlcotltq Ofl 6nwretor fuel AntlFreete Solvent Cnustic 11c1d . I , SpecllY 1f Ulber ehemieal ' . . . . ~ . . . . . . . ~ j. : . ~ . . . . . . . ~ 11114K D@SCRIPIIUH: v.lurgraad ul 58 n6ovegroud ul 142 In vault In 6u1lJllg secaxJnry cantalrnchnt / ahglc uoll tlouble Wnll. stcel Ilberglns nteel/Ifp earyposlle Irp or {wlyclhylene )acket L~~7(cryoxy coeleJ trp coeted eH-P3 (rp Ilner polYetbylene Ulwr oUler )ocket/llner NogiRSlun moJes Zlrc anodee lti{1tB8BltI CUffBllt SyBtQlll oUier ontieorroslon moUwal PII'IH6 C1111RACIERISIICSi steel Bolvold[ed tp/flberglo copper envlraflex ar equivolMd _ ~c ~I clwKy eonthg plnatic eoetlnMJ tepe uro~q~ed tope tyrye efable uall secaxlory caitalrncnd nlwvc groud mnBmalt" onodes Llix bt"s ptontlc sleevc oUier(ryrinU -1TI'E- ~ -11Nf1 CORRb51fM1- I'IPE/111NK CUNHECtIUN suing Jo nt f ex cdnector oiraks in tronway seeaxlary cdita0mcllt plostlc sleave -IypE. ANII COURb91tlN' . PII'E/b151'. CUNNECtIbH ewiiq o nt eK ear or otwxks nNay eecadory cudellment plostic sleevo IEAK UEIECtldl HETIWUSt outamHe tenk geuga Yotcr madtor uelle vopor munltor uelle IntereHtlal mudtor ~h vUicri IIoN mony Nelle VI1Mllt/LlUlllb DEIECIdt ITPE/1NKE - [i ~ UVERFILL hREYENt1U1: 'lI11 tuHe valve bell floet volve . elorMbell/Ilght other. ~ShILI Cd1I111NER: moiulacturer mode1 / sl[e . IINCIIlMl11CB NEIII00I strapped to deednen tleJ [o corerete eleb other amd/grovel elc. ~ bockllll dirt cover C(MCREIE COYER: IIc6ee; or 1111CKiIlL NIUERUU tppe dnoart " miant " /15PIU11 CtrvER: Inches UEl1YERT STSIEN: sdmcrsible t"ry Inllne lcok Jetcetor normol preasure bystem cleclraJc lcak Jcleetar irormnl nuctlai syetem ructldl eYetem/io loot vslYe/plpe iloped to tolik suctlai Avd to pragRUrn eyntem (xn Unc slte L VAPIIR NECUVEpT STSIEM7. nolRequtted stege 1 modet M ~//~i~•~ NN1E UF INSII1LlER: nuoness or INStAuen Z INSIIILLERS CUIONWU LICENSE NLN6ER N~ INS111LLERS PIId1E NUHBER , ESIIHI11Eb SIART OF COHSIRUCTION ~ ESfI1N1EU CLMILEt10N U111E OIS OfFICE USE U1ILY: " f°n^ 1220928 clieck / oFL/u1v / . . . ~ check anauit t . Jata revleucd - dieck reeeived ot 015 Irya - , slgrwture . ..~n:. ; . o(~proved lry for PICIIIIRU U. PII'ER- 5II1IE INSPECIUR UF UILS . . . . . . . . . .ii't. , . . . . ' . . , ' . . u 0 ~ ~ ~ v\\ N ~V ~ ~ z ~ Li J ~ d ~ ~ ~ J o _r o ~ I S C OA` L m a r U U~ ~ ~ I c. 2' L ~ ;D ° uCi ~ j v 4 O~ ~ ~M3 DEPARTMENT OF PLANNING AND DEVELOPMENT _ BUILDING INSPECTION LINE - 303-234-5933 ' CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Building Permit Number Date 9745 11 /4/99 Property Owner : Property Address : 3210 YOUNGFIELD ST Contractor License No. : 18647 Company : Carlton Electric, Inc. Phone : 233-8430 Phone : 722 5472 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the Ciry of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and ayree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) Construction Value : $3,200.00 Permit Fee : $9725 Plan Review Fee : $0.00 Use Tax : $48.00 Total: $14525 Use: Description : Remove gas dispenser, install containment boxes re-install dispenser BUILDING DEPARTMENT USE ONLY - R SIC : Sq. Ft. : Approval: Zoning : BW R.#W Approval : ,a~ l Approval : Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Company : Expiration Date : Approval: Plumbing License No : Company: Expiration Date : Approval: Mechanical License No : Company: Expiration Date : Approval: (1) This permit was issuetl in accortlance with ihe provisions set forth in yopur application antl is sub1'ecl to ihe laws of the State of Coloratlo antl to ihe Zoning Regulations and Building Cotle of Wheat Ridge, Colorodo or any other applicable ortlinances of the City. (2) This permi[ shall expire i( (A) the work authorized is not commencetl within sixty (60) tlays From issue tlate or (B) the builtling authorized is suspended or abandoned for a periotl of 120 tlays. (3) If lhis permit expires, a new permit may be acquired for a fee of one-halFthe amount nortnally required, provided no changes have been or will be made in the original plans and specifwtions and any suspension or abandonment has not exceeded one (1) year. If changes are matle or iF suspension or abandonment exceetls one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contraclor shall notiry the Building Inspector lwenty-FOUr (24) hours in advance tor all inspections and shall receive wntten approval on inspeQion card before pmceetliing wi[h successive phases of Ihe job. (6) The issuance of a ermit or the approval of drewings antl specifcations shall not be construed to be a permit for, nor an approval o( any violation of ihe provisions of ihe builtling c or any oth rdinance, law, rule or regulation. :r. J Chief Bui2ing Inspec ,DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - Building Permit Number : Date : Property Owner Property Address Contractor License No. Company 0p,-Jvco 33/o yn~~i~ l~ 18~y7 ~Ar~~n1 L/c:t~nC Phone : 303 -~2~a3 -Y`/36 Phone: 303 7.~3 57yvz OWNER/CONTR.4CTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : I hereby certify ihat the setback disfances proposed by this permit application are accurate, PERTtit FEB : and do not violate applicable ordinances, ruies or regulations of the Ci,y o( Whest Ridge or covenants, easements or restrictions of record; that all measuremenis shown, and allegations Plan REVieW Fee : made are accurate; that I have read and agree to abide by all conditions prinfed on Ihis application, and that I assume full responsibility for comp6ance with the VOleatRidge Building Use Tax : Code (U.B.C.) and all other applicable VJheat " OrQppces, for er this.pertnit ' (OWNER)(CONTRACTOR) SIGNED qTF ~7 ~ r+- Total : Description: KCwIoUri r.JsIs./l ~JispaNsc-~s BUILDING DEPARTMENT USE ONLY Zonin Commen ~ i~_- _ _ Approval : Zoning : Buifdi g Commen -7 Apprcval: Pdliiic o Ks omme ':l Approval Occupancy : Walls SIC : Sq. Ft. : Roof: Stories : Residentiai Units : Electrical Licanse No :,j5a3 Plumbing License No : Mechanical License No : Company: ComPan Y: Company: Expiration Date :J/a8~o ( Expiration Date : Expiration Date : Approval : Approval : Approval : ~ EFlans Req~iredl~ (1) lTis permit was iasued in accordance with the provfsions set !oM in yoDur applica5on anE is subjeci lo the lawe of the State of Coiora0o anE Io Ne Zoning Regulations arM Builtliny Gode ol NTeat Ridge, Coloratlo or any oNer applioDle onfirances ol the City. (2) This pertnit shalt ezpim A(A) the work authonzeC is not wmmenceC wiNin siry, (60) Cays imm issue Cale or (9) the Duilding auNOrized is suspentleC of abandoneE for a perioL of 720 days. (3) If (his pertnit ezpires, a new pertnM1 rtuy be acpuireE fa a fee of Ono-hatl the arnounl rwrtnally reGuired, providt4 no changes Aave Deen w wdt be rtude in the oriBi^al Olans anE specifintions aM any suspension w aban0onrrknl Aas not e:rreCed one (1) year. If Uunges are maEe or if suspension or aban0onmenl exceeds one (1) year, Iull fees shall Ee paitl for a new permit No work ol any manner shall Ce done Nat will change the naturat tlow o/ water rausinq a dninage Dreblem. (5) Contrzpor shall noUly Ne Builtling Inspeclor twenry-lour (24) hours in aEvance Iw ali inspections antl shall receive written approval on inspection rarC Deforc DroceeEiing wifh suaessive phases of Ne'ob. (6) Tne issuancc of a pertnil or the aDPmvaI oldrawings anG sped!raGons shati not be cor.sWeE lo ee a pertnl( lor, nor an aOGroval o[ any violation of the provislons o( the Duilaing Waes or any oV1er ortlinance, law, Nle or regula6on. Chief Buiiding Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION .k .n.,_:.. „~°r .,.r. . DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 6483~ BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHfAT RIDGE Date qk 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Properly Owner : Property Address : 3210 Youngfield Contractor License No. : 16647 Phone : 233-8430 Company : Cariton Electric, Inc. Phone : 722 5472 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify thal Ne astbadc distances proposed by this pertnit application are accurate, and do not violate applicable ordinancea, rules or rogulatwna of the Ciry of Wheat R1dge or covenenta,. eaaements w restrktlons of rocoM; that eN measurements shown, arnl allegations made are aCCUrate; ttfat 1 have read and agree ro abide by all condttions priMed on thia application, and Mat I assume Nll.rospo~{ibility tor Ilance with the Wheat Ridge Building Code (U.B.C.) and all nMer appUpble V~eat Ridge o nances, for work under this permtt. (OWNER)(CONTRACTOR) Description : Connecting red band, connecting car wash sign -/Y Construction Vaiue : $1,000.00 Pertnit Fee : $45.00 Plan Review Fee : $0.00 Use Tax : $15.00 Total: $60.00 use: BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : Approval : Zoning : Approval : Approval: Occupancy : Walls : Roof : Stories : Residential Units : Electricai License No : Plumbing License No : Mechanical License No : Company : Company : Company : Expiration Date : Expiration Date : Expiration Date : Approval: Approvaf: Approval: (7) Thb Pmmil waa bweG in eccordance wNh the ProviSionn eet kM M yopur applkatlon and Is eu p'ect to the lawn d tha State ot ColoraCO and to the Zoning . Rpulations and BuiWNw Catle oi Wtieat Ritlpa, Cobredo w arry otlier apdkable ordinancee of the CHy. (2) - Th4s pefmft slwp expiie B(q} the work auttqnzed is 'rot commenced withln aixly (80) tlays hom isaue tlate a(B) ttie bu0dirp aWnaized is auspantletl or abantlonetl tor a perbtl of 130 6. (3) If tlfis pemUt expUea~ a naw mey be atquired for a fea of one-helf tlro emount nonnellY reQulred, Wrn'Med no chenpas h9ve baen or wIN Oe made in tha orlpinel plans entl en0 any autoenawn w ebandonment has not axceetleG one (t) year. n tlia~pes are maUe a M suspensbn or abandonmmt @%CBBtle d18 (1) Year, NII fBe6 ehl0 bB pBM (Of H 11BWpe~m M. (4) No wak of airy mannsr ahall be drne that wHt chanpe the mNrel Ilow d water wusln9 a dwinape probbm. (b) Ci r q~tldity tl1e BWIM ~ peC~f lwenty-iour (24) houis In atlvenCe for all InepeCtions antl ahall feceive wriCen epproval on inspectlon certl betpre p Dhe of wb (8) The i M a It ar the apppval o/Nawinpt end spedlketlons shall not be cons6uetl M be a pertnit for, rror an approval arry Ndetion M Me provisbns a n9 or airy otherlRtf{neDoe. leW, Nb or reGUlatlai. THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 2345933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - Building Permit Number: Date : Properry Owner : Co-ao, /nc. Property Address :3aK) WhtG Hr",dyf, CJW033 Contractor License No. 7 ~ Company : 1-0r1 EleCp(`iC, 1 i')C. OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this pertnit application are accurete, and do not violate applicable ordinances, rules or regulations ot the City ot Wheat Ridge or covenants, easements or restrictions ot record; that all measurements shown, and allegations made are acturete; that I have read and agree to abide by all conditions printed on this application, and that 1 assume full respo ibility (or compliance with the Wheat Ridge Building Code (U.B.C.) and all other applieable V~at Ridge Kdinances, for work under this pertnit. (OWNER)(CONTRACTOR) SIGNED 1 IL^N~ DATE ~ ~ _✓0~1 Description:(L-cA Cr.nwc~~F'~ Phane: )33-gy30 Phone : Construction Value : (bno • v cS Permit Fee : Plan Review Fee : Use Tax : Total : ai rl li1 1 BUILDING DEPARTMENT USE ONLY ZonmC_ p,-~y Approval : Zoning : su1raI9 co_n ----me-nt-s Appreval : Pdtilic o_ s., omme s~l Approval Occupancy : Walls SIC : Sq. Ft. : Roof: Stories: ResidentialUnits: Electrical Licanse No : Plumbing License No : Mechanical License No : Company: Company: Company: Expiration Date : Expiretion Date : Expiretion Date : Approval: Approval: Approval: 12 gP.lans ReqIIi~dl~f IN E~la'M-eOQ€f11m a 96~hs'R0MMW (1) This pertnit was issued in accordance with Ne provisions set forih in yopur apPlica6on arM is suOjM to the laws o! the State of CWOraOO and to the Zoning RegulaGOns and Builtling Code ol NTeat Ridye, CWOredo or any other aOPlinCle ortlinances oI the Ciry. - (2) This permit shall expire d(A) the work autAOnzeO is not commenceC wiNin siity (60) tlays from issue tlale or (B) the Euiltling authorizeE Is suspen0e0 or abantlonetl for a period of 720 Eays. (7) I! Ihis permit ezpires, a new pemut may pe acquired for a lee ot onehall the amount nortnalty repuired, proviCed na clunges have Deen a will be made in the original jnd specifcations anE any suspension or aOanEOnmenl has not exceeded one (1) yeac If changes are ma0e or if suspension or abandonmenl O year, (ull fees sfull be paitl for a new pertnit. No work of any manner shall De tlone Nat will change the nalural flow of water causing a tlrainage problem. (5) Cont2dor SAall notily the BuilOing Inspector tweny.four (74) hours in advance lor all inspecYions antl shall receive wntlen approval on inspection carC be(ore proceetliing wiih successive phases of Ne'ob. (6) The issuance o( a pertnit or the approval a~Orawings anE spetlfifaGons shall not Ee construed to be a pertnit lor, nor an approval ot, any violation o! the pmvisions of the buileinq rades or any oNer ordinance, law, rule or regulaUOn. Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DEPARTMEPCf tF PLANNNN6 AND DEVELOPMENT Building Permit Number : 6422 OUILDINGIN3PECTIOM DIVISION - 235-2855 CCtY OF WHEAT RIDGE Date : 7500 WEST 29TH AVEMUE Wt1EAT RIDGE, CO 80215 Property dwner : Property Address : 3210 Youngfield Phone : Contractor License No. : 18998 Cotrpany : Aspen Sign Co. Phone : 391 1924 OWNEWCON7RACTOR StCaNATURE OF UNDERSTANDINCa AND AGREEMENT ConstructlonValue: $1,100.00 I hereby ceHiy tliat tlhu u(baek di~r~tss pfopoesd by ihia permkapplica6on aro accurete, and do not VIGIaAe acabb oCdinsnces nA~! a ro u~tions of theCity of Wheat Rid e or Pertnit Fee : $38:50 ~ g p c~ovenarns, aMee or taatrkWrreof reapM; that all measuromeMs ahown, and allegations Piafl RBViBw F@8 : $0.00 made are a**'aM; Nut I hrYS trtod md a to ab~~pbUy all wndiNona prMted an this ~ onin9 ~ ~ bB ~ b ~ n~ Poh wo da Rh 8 ~ e ~ . Use Tax : . $13.20 s pa . C de { o U C.} eua ~Y s rl r t rr ' a kk~ oNina . (oWNEft)(caNTRaCroR) > C.G pnE~l~ TOtal: $51J0 Description : Taki g duwn exisHAg 19 indivye ial letters. INstalling 18' cabinetsign in same location BiJILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : ` Approval : IYIR 12-24-97 QK Zoning : c 1 Approval: Sign must be UL listed. ApProual : Occupahcy i, Walis : Roof : Stories : Residential Units : Electricat I,icense No : Plumbing License No : Mechanical License No : Comparty; Company: Company: Expiration pate : Ezpiration Date : Expiration Date : Approva{ : ApProval : ApProval : r ■ r■i■~■■r ■ (1) Th~s was i~swd In podiln+ce+~ tla Wo`Asione aet roM In yopw epplkadon ana lasuU~t b the Wws aMS StaOe ~ CobreCb aMf ro the zonhip T~ardpW~Irq foda cf INhaat RWoe. Cobrodo a arother eppNeaqe ordinencea of the Cily. . (2) rdt sheA erpire B a (A Yw wcM a~ha~ad Ia not com rne~iceA wi1hM MKIy (80) Cays trom ksue data or (B) Ne bulWMy auMioAzM ia euspanded or :Lfflorkar(W a(s) ~n. e~ur ) hdF n~~ M hsuanca ~a PenhN W~"4N'~1 d.MaMnpe and e0edll,oetlaia ahall not Oe eonswed to be a PermN for, nor a~ aPP~~ ot anY vblatlon ~Me P~ebns Chief Building ins r Y't11S PERMiT VA1ID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CA4L: 294-5933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUIIDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT R(DGE Oate : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - Property Owner: Property Address :._;a 10 v_.Le~fiV Phone : Contractor License No. :r / 2~ S1~8 p Company Phone :~l OWNER/CONTRACTOR SIGNATURE OP UNOERSTANDING AND AGREEMENT ConsUuction Value :j',M, 1 hercby ceAify Nal Ne utback disWnces proposed by thia peimit applinfion are accunte. PBfR1it F8B : and do not violate appficable oMinances, ruks or regulatbns of Iha Ciry of iMheat Ridge or wvenanb, eauments or reatrictions of rccor0; that all masurements shown, ana allegations Plan Review Fee : matle aro accurate; that I have rcad and agrea to abide Dy all conditions printed on this apptication, and that I assume full rcsponsibiliry for compliana whh Ne Wheat RiCge Buiiding Use Tax : Code (U.B.CJ and a1i oUer applieabk Wheat Ridge orEinancea, tor vrork under this pertnit (OWNER)(CONTRACTOR) SI D DATE - ~I'~ TOt21 : . Description!'`~/ !t/c° C~ / ~-~-Ey'o ' a.- a. n n, a , n rsf _ ~ USE ONLY 26TT1Rg'Cblfi1 Approval : 2oning : B G71dttTB!Cb1KIPf3iSm SIC : Sq. Ft. : Approval : Approval: Occupancy : Walls : Roof : Stories : Residential Units : Eleetrical License No : Plumbing License No ; Mechanical License No : Company: Company: Campany: Expiration Date : Expiration Date : Expiretion Date : Approval: Approval: Approvai: le [PJ3T3~~i300E~S![! 0 7tt3`MBEIIIIIIIIIII a r[BaiRmCi[8ilm (1) nwa p"i". aw.a M.mamna.+m me wow,wn.,e roft ti nw wpp+wn ua b wi I a ft uwe a me sub oi cawwo aoa a ma zoniny Rpulatlons W9uilduq coaa a wne.t waq., eaaaao «.rrr ovw.wwraas oran.nces a. ciry. (1) itus peimil ana7 upNa B Nl Na wak wmoraaa u not mmrnad w~dun +~M l~l ~YS M1om+sws tlau a(B) tns eu~winq iuovcW b au~pentlaa a aDanlona0 kr a Oarbd ef 120 Gya (7) If Mif Wrtiil erykft. & naw OeMl nry Oa+eSulred tor a lea U oM-half IM amounl ^e^nallY nOUircC. 0ovkled n0 ChaMef Iwva Dean at will 0a mWa In IM M➢, WM+t ~nE sDpM1~tlons ~nC ~+Y au+W~aWn a aGMmm~rrt Iw not acaWaA aro (i) Ku. Ir ttunped an maEa or if suapmwn or saMOnmant eaCeaEs one (1) Yew, full hes s1uE bs Yi0 br a new pemw~. ~ Na work of aM ritamet sMA Oa EOm mH wO Uarqe IM NWnI Ibw MraW nuwg a Cninaqe Wc01em. nN 6ebn 5 CanUKto~ Nat nWN ~ BuY01np In~y~e1or Menfyleur p41 houn in sMOntt ~y aM inapections W a~ail 'ece(ve written app~ovY on F peowA ihp wiM waaswe O+w~s W u~eyoG (M1) Tha 6auance d a permil a IM apqovat dhawinqs and specifications s1uY not Ce mnaWed W De a permit fa. rar an approval of. sny ridaGOn ot Na provisiona 011M DYiidLlq COCH Of Ny OtMf IXtlIMI1G. liw. NN 0! RQYliiblt. Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CH1EF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION # G ST aany : 7stl's Sheds r Ht+~ r~.~ M abidp aN bns p~~ed onthis . a~ryp~~py$ ~s;wi~~dalfieWhaMRWOeeuikNng U98?ax: $'1'1.40 . _ t : G-1 ~ SHED MUST BE: ANCHORED TO 7HE GkttfUND JE, 7/7 t: Walls : Residerdial Units : c, i Ip ; Plumbi Mechanicat License No : Cotnpe Compafly ~n l Expir*. ✓ U `~(C ~ Expiradon ttate : qppro Approval : ~n I ih~~»~~,~~ 9awxirmssm+id.Ga6raEloan'nmmeLOnko bnut -(BItl»6uNMn8aWwrlxerlbausG~ or... 8uilding Perrrfit Nurnber : 5586 Date : 8/4f97 Phone : 233-8434 PJKme : 421 2022 T Pe~ Fee t ' $35.75 ' fts PienRevievuFee'; SO.OF1 DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Building Permit Number : Date : Property Owner : G C"u 6, ' " 4lK e'lG~ 5 Property Address : 3 I "C Y6 Contractor License No. 7i=S 7 Company : 5'cZ- 33 s` - ~ i' k^,..C_ Phone : 31 - 5 ~3 Phone: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this pertnit appliwtion are accurate, and do not violate applicable ordinances, rules or regulations o( the Ciry of Wheat Ridqe or covenants, easements or restrictions of record; that all measurements shown, and allegations made are acwrate; that I have read and agree to abide by all wnditions printed on this application, and that I assume full responsibihry f r compliance with the Wheat Ridge Buildin9 Cotle (U.B.C.) and all other applicable Wheat ge/qrdinanfxs/, /fy1 work under this pertnit. Ai1c.nL2S,,., //...~...t~ 7- Description : 8 1 X i O I Z4F___r7:' Construction Value : rtVVPWVW Permit Fee : qSZ' 4-O Plan Review Fee : Use Tax : Total : BUILDING DEPARTMENT USE ONLY Zon1nwCb1i1M_ms, -r/tt Approval: ~ ayJ",Q vUL4s ~ Zoning : C. I Bu7ldtng•C_ ents-':~ 5"A tj rs,vy'1 ,b~ Approval: Py_Qti l ( C7YVbYK9jCb'ff Fri Sfits~ Approval: Occupancy : Walls : Roof : Stories : Plumbing License No : Company : Electrical License No : Company : Expiration Date : Approval : 10 C~,P13ftgR~U1F~Q~ (1) (Z) P1 Expiration Date : Approval: 0 mmRS'Q171m~ SIC ) jr pV-2-A Sq. Ft. : mo l Residential Units : Mechanical License No : Company : Expiration Date : Approval: n 9E1OMRSQUlMm 7Tis pertnit was IuueE in accoNance vnth the provisions set lohh in yopur applicalion antl is suq ect to the laws ol the S1ale ol Cobrado and to the Zoning RegulaUOns atM Building CoOe of WTeat RiEge. Colo2do or aay other ap01ica01e oNlnances of the CiN. SpenEeE TTis pem+lt s~all expire d(A) the wak authonzed is not commenud vnNm sixly (60) days hom issue Eate a(8) the Duilding authorizM is su or abanCOneU lor a peno0 01120 Oays. 11 tnis ce~~t exDlres, a new pennd maY ~ acCUired lor a fee of one~~all Ne amou~nieneo ~~e,QYiered• D~°~a ge are amade oa 1 suspen slon i1 obaDanGOnmenl Nt 5) Cp( (6) 77 THIS PERMIT VALID ONLY 34S9IG 24 HOURS PRIOR TO INSPECTION ECTOR AND MAYOR ALL WHEN 5 anE spetifiwtions and any suspenslon or a6andonmenl has nol ex ~ (t) year, lull fces shall Oe paid for a new pertnil. y manner shall De Eone that will change the naWral Oaw of walet wusing a dreinage pro6lem. all rwtiry the BuilOing Inspector nvenry-lour (24) hours in aCVance br all inspeclans anE shall receive writt en approval on inspection cartf De~ore wltn successive pnases of t~e ob. A of/ pennil or the apProval o~drawings anE specifiwtions shall not be consWea lo De a pertnit lor, nor an approval oi. any viola6on ol the Drovisions es or any otner ordinance, law, rule or regulalion. r- ec~"~ ilding Inspector For Mayor Conoco Plan Rewrdeii at Reception No clock M. SPECIAL WARRANTY DEED W, CHIS DEED, Mede on this day of May 31, 1989 ~etween R& M PAIaNERS A PAIYiNERSHIP :ounty of of the , State of Colorado, grantor(s), and L:OI.1Fl1'`i oI Jlcf F'Ic1130t~! rArr: or iR.r-_r.:EPrzON NQ. E:390,47023 ()6/02/89 I4::42 •108.50 . ] CONOCO INC., A DELAWARE CORFORATION ahose legal address is P.O. BOX 4784 HOUS'NN TEXAS 77210-4784 of the '[ounty of , State of Colorado, grantee(s): L91ENE$SETFt, That the grantor(s), for and in consideration of the stmi of TEN ANp UIHER GOOD AND VAIIJABI,E CONSIDERATIONS ooLLaas, the receipt and sufficiency of uhich is hereby acknouledged, has granted, bargained, sold and conveyed, and by these pre• sents does grent, bargain, setl, eonvey and confirm, unto the grantee(s), their heirs and assigns forever, all the real pr rty together uith improvements, if arry, situace, lying and being in the County of JEFFERSON , Stace of Colorada, described as tollous: SEE ATTACHED E}QHIBTT "All ATTACfED HEREI0 AND Np1DE A PART F=F o i tLL ' r t C ~ N~ E~ Ia~, O ~ N Q y~ also knoun by street and nurber as: 3210 YOL]NGFIELD S212EEP ZC)CiEPE'IEF2 with all and sin9ular the hereditammcs and appurtenances thereto belorging, or in anyi+ise appertaining, and the reversion and reversions, remainder and remeinders, rents, issues and profits thereof; and all the estate, right, titte, interest, claim and demand whatsoever of the grantor(s), either in law or equity, of, in and to the above bargained premises, with ihe heredicanents and appurtenance(s); TO HPaVE AND TO HOLD the said premises and desoribed with the appurtenances, unco the grantee(s), their heirs and assigns forever. The grantor(s), for themselves, their heirs and personal representatives or successors, does eovmant and agree that they shalt and uill WARRANT ANO FOREVER DEFEND the above•bargained pranises in the quiet and peaceable possession of ihe grantee(s), their heirs and assigns, againsi all and every person or persons claiming the whole or any part thereof, by, through or under the grantor(s). III W1'INFSS WHEREOF, the grantor(s) have executed this deed on the date fit forth above. May 31, 1989 PARTNER AND MEYER J. SUSSMAN •Witness my hand and official seal. . STATE;,OFCCECQ&ADO . . ~ ~~Mtt OF'~~}Q.'vVP~L I . , • ~V . The foregeirSg~ir~tr~ment uas acknouledged before me on this day of by R. & M."P'ATISERS, A PARTNERSHIP BY RONNIE L. GREEN, PARTNER'' lJC I' L • BY: MEYER J. SUSS My commission expires ~al~f Q~ No[ary Pubtic III`If in Denver, insert "Ci[y and" vi 26147.26147 E% H I B I T "A" '_'HA?' PORTION OF THE SOUTH 530 FEET OF THE WEST 610 FEET OF THE SE1/4 NW1/4 OF SECTION 29, TOWNSHIP 3 SOUTH, RANGE 69 WEST, COUNTY OF JEFFERSON, STATE OF COLORADO, DESCRIBED AS: BEGINNING AT A POINT ON THE NORTHEAST CORNER OF THE INTERSECTION OF WEST 32ND AVENUE AND YOUNGFIELD STREET, THENCE EAST ALONG THE NORTH LINE OF WEST 32ND AVENUE, A DISTANCE OF 140.0 FEET, THENCE NORTH AT 89 DEGREES 37" A DISTANCE OF 150.0 FEET; THENCE WEST, AT 90 DEGREES 2311, A DISTANCE OF 140.0 FEET; THENCE SOUTH, AT 89 DEGREES 3711, A DISTANCE OF 150.00 FEET TO TfiE POINT OF BEGINNING, COUNTY OF JEFFERSON, STATE OF COLORADO RGCE.PTIOiV NU. 89047023 ~ : ~N D ~ r m m Am . rm: o c D --I O Z