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HomeMy WebLinkAbout3445 Quail Courti II I a N W rn "l-3 o rn 3 W v o rn �0 Cj) C D 0 m M n� a CA CIO o�' a a k \ heat y 7 `D f j!0 117, 5vio Disclaimer Information: COLORADO COLORADO CLASSIC CLASSIC EXTERIORS EXTERIORS 6200 WASHINGTON ST UNIT 10 DENVER, CO 80216 143.5000 X095.5000 CUSTOM SIZE TEMP. LE CL LEFT TEMP. LE CL RIGHT TEMP. LE CL CENTER TEMP. LE CL CENTER ARMOR a ARGON r 36-1i 4" 36-114" 143-i/2 DEADBOLTS HANDLE = TANI TAN *DISCLAIMER* Viewed from Exterior U -FACTOR = 0.29 /SHGC = 0.21 Image may not reflect options selected. Please verb in product VLT = 0.50 / COND.RESIST = 58 description SCREEN = STD ACTIVE SASH= RIGHT Customer Approval: Created on: Jan 15, 20219:24 AM 1 / 2 Quote Number: 52846 Homeowner: MICHAEL STRAND PO Number: STRAND, MICHAEL Job Name: STRAND, MICHAEL Line Location Qty Description Cost Each Cost Total Sell Each Sell Total 1 BASEMENT 1 PD $29290.61 $29290.61 $29290.61 $29290.61 PATIO DOOR $2,000.77 $2,000.77 $2,000.77 $2,000.77 GLASS ADDERS $59.56 $59.56 $59.56 $59.56 GLASS ADDERS $59.56 $59.56 $59.56 $59.56 GLASS ADDERS $59.56 $59.56 $59.56 $59.56 GLASS ADDERS $59.56 $59.56 $59.56 $59.56 DEAD BOLT FOR PD $51.60 $51.60 $51.60 $51.60 MAL 2 OXXO PD BLOCK FRAME TAN 143.5000 X095.5000 CUSTOM SIZE TEMP. LE CL LEFT TEMP. LE CL RIGHT TEMP. LE CL CENTER TEMP. LE CL CENTER ARMOR a ARGON r 36-1i 4" 36-114" 143-i/2 DEADBOLTS HANDLE = TANI TAN *DISCLAIMER* Viewed from Exterior U -FACTOR = 0.29 /SHGC = 0.21 Image may not reflect options selected. Please verb in product VLT = 0.50 / COND.RESIST = 58 description SCREEN = STD ACTIVE SASH= RIGHT Customer Approval: Created on: Jan 15, 20219:24 AM 1 / 2 Payment informadon: MFG Subtotal: $2,290.61 MFG Tac: $108.80 MFG Total: $2,399.41 Sell Subtotal: $2,290.61 Misc Charge(Taxable): $0.00 Tax (4.7%): $107.66 Misc Charge(NoTax): $0.00 Deposit: $0.00 Total: $2,398.27 Customer Signature: Created on: Jan 15, 20219:24 AM 2 / 2 From: no-reolv(alci.wheatridae.m. us To: CommDev Farm is Subject: Online Form Submittal: Residential Interior Remodel Date: Friday, March 12, 20219:06:26 AM Residential Interior Remodel This application is exclusively for Residential Interior Remodels and other scopes of work which do not have a specific form already available. YOU MUST ATTACH A VALID CREDIT CARD AUTHORIZATION FORM IN ORDER FOR THE PERMIT TO BE PROCESSED. Your Permit will be emailed to the email address provided below once it is processed. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. PROPERTY INFORMATION Property Address 3445 Quail Ct. Property Owner Name Michael strand Property Owner Phone 303-547-8497 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email Address Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" 3445 Quail Ct. /Wheat Ridge, CO. 80033 Electronic-Payment-Form-Blda. odf APPLICANT INFORMATION Applicant Name James May What is your role in the General Contractor project? Wheat Ridge 210050 Contractor's License Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contact Phone Number 720-346-4950 (enter WITH dashes, eg 303-123-4567) Contact Email Address for Plan Review Comments Retype Contractor Email Address DESCRIPTION OF WORK Detailed Scope of Work - In the space below (not as an attachment), Provide a detailed description of work including mechanical, electrical, plumbing work occurring, adding/removing walls, etc I, the applicant, understand my application will be rejected if I do not include a Detailed Scope of Work. jim@coloradoclassicexteriors.com jim@coloradoclassicexteriors.com We are enlarging a patio door from 6/0" x 870" to 12'/0" x 870". We will enlarge the opening with a continuous header spanning the 12' opening. The header will be two 11 7/8" x 1 3/4" ML nailed together every 16" with 4 nails on each side. We will have 2 king studs and 2 trimmers on each side of the header. We will patch the stucco on the outside as needed. We will insulate the wall. we will put OSB on the outside of the opening. We will Drywall and mud the inside. We will Stucco over the OSB. I've attached a cut sheet/order for the patio door we are to install. The brand of door is Anlin. There is one electrical outlet we have to move. We will have a licensed Electrical Contractor (TBD) do the work. I have entered a detailed scope of work. Location of Work Basement Square Footage Area of Work Being Performed 12 Asbestos Report Field not completed. Upload letter size Door for Basement.odf documents here Construction Plans scanned on 11 "x17" or larger Project Value (contract $$912.00 value or cost of ALL materials and labor) Valuation OK SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. Person Applying for James May Permit I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Email not displaying correctly? View it in your browser. City Of " Wh6atPjdge COMMUNITY DEVELOPMENT SUBCONTRACTOR AUTHORIZATION FORM Mechanical Subcontractor This form must be completed & signed by the MECHANICAL SUBCONTRACTOR performing mechanical work on site. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: General Contractor: Company Name:I,E-t� C'2 Contact Phone #: Tao - 7d —07VL Wheat Ridge Contractor License #: c?/DO 7� (required field) (� / Date City of Wheat Ridge -.A Residential Miscellaneous PERMIT - 202100499 PERMIT NO: 202100499 ISSUED: 04/16/2021 JOB ADDRESS: 3445 Quail Ct EXPIRES: 04/16/2022 JOB DESCRIPTION: Enlarge basement patio door, patch stucco as needed - 12 sq ft total *** CONTACTS *** OWNER (303)547-8497 STRAND MICHAEL GC (720)457-5536 PRESTON LEWIS 210050 COLORADO CLASSIC EXTERIORS *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 81912.00 FEES Total Valuation 0.00 Plan Review Fee 122.49 Use Tax 187.15 Permit Fee 188.45 ** TOTAL ** 498.09 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. A printed copy of the permit and city stamped on-site plans must be available on-site for the first inspection. Approved per plans and red -line notes on plans. Must comply with 2018 IRC, 2020 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. 1* � 4 41' PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge Residential Miscellaneous PERMIT - 202100499 202100499 ISSUED: 04/16/2021 3445 Quail Ct EXPIRES: 04/16/2022 Enlarge basement patio door, patch stucco as needed - 12 sq ft total 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 owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this�permrt. I further attest that I am leg ally authorized to include al entities entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 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 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 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 requ�ired 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, anviolation of any provision of any �pplicabje code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. 04/16/2021 Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge E -Res. Electrical Service PERMIT - 202100514 202100514 3445 Quail Ct Electrical change, 200 AMPS in yard. ISSUED: 03/17/2021 EXPIRES: 03/17/2022 *** CONTACTS *** OWNER (303)847-8497 STRAND MICHAEL SUB (303)658-0318 JOSHUA COUFAL 110070 GREAT AMERICAN ELECTRIC LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 21250.00 FEES Total Valuation 0.00 Use Tax 47.25 Permit Fee 93.35 ** TOTAL ** 140.60 *** COMMENTS *** *** CONDITIONS *** Both the front and back of this permit are required to be posted on the job site at all times. If the complete permit is not present, inspections WILL NOT be performed. Work shall comply with 2018 IRC & 2020 NEC. Smoke alarms shall comply with 2018 IRC Section 134. Interior alterations, repairs, fuel -fired appliance replacements, or additions, any of which require a building permit, occurs or where one or more rooms lawfully used for sleeping purposes shall have an operational carbon monoxide alarm installed within fifteen feet of the entrance to each room lawfully used for sleeping purposes. 1* � 4 41' PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge E -Res. Electrical Service PERMIT - 202100514 202100514 3445 Quail Ct Electrical change, 200 AMPS in yard. ISSUED: 03/17/2021 EXPIRES: 03/17/2022 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 owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permrt. I further attest that I am leg ally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 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 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 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 requ�ired 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, anviolation of any provision of any pplicab e code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. 03/17/2021 Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. From: no-reolv(alci.wheatridae.m. us To: CommDev Pets Subject: Online Form Submittal: Electrical Service Change/Upgrade/Electrical Work Permit Application Date: Tuesday, March 16, 20213:43:02 PM Electrical Service Change/Upgrade/Electrical Work Permit Application This application is exclusively for RESIDENTIAL ELECTRICAL SERVICE CHANGE OR UPGRADE (200 amps or less). YOU MUST ATTACH A VALID CREDIT CARD AUTHORIZATION FORM IN ORDER FOR THE PERMIT TO BE PROCESSED. Your Permit will be emailed to the email address provided below once it is processed. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. Is this application for Yes electrical service change or upgrade - 200 amps or less? PROPERTY INFORMATION Is this Residential or Residential Commercial? Property Address 3445 Quail Court Property Owner Name Michael strand Property Owner Phone Number (enter WITH dashes, eg 303-123- 4567) Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" 303-847-8497 CONTRACTOR INFORMATION Contractor Business Great American Electric Name Contractor's License 110070 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone 303-658-0318 Number (enter WITH dashes, eg 303-123- 4567) Contractor Email JBerryman@greatamericanelectric.com Address Retype Contractor JBerryman@greatamericanelectric.com Email Address DESCRIPTION OF WORK Is this an electrical Change service upgrade or change? Number of Amps 200 Location of work Yard - swimming pool (garage, house, etc) Provide additional Electrical work for new swimming pool details, if needed. Project Value (contract 2000.00 value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Applying for Jena Berryman Permit Email not displaying correctly? View it in your browser. 1* � � i City of Wheat Ridge -.A Residential Swimming Pool PERMIT - 202100135 PERMIT NO: 202100135 ISSUED: 02/08/2021 JOB ADDRESS: 3445 Quail Ct EXPIRES: 02/08/2022 JOB DESCRIPTION: New inground swimming pool - 360 sq ft *** CONTACTS *** OWNER (303) 547-8497 STRAND GC (303)788-1330 RANDY & TAMMY REARDON 020436 REARDON CONSTRUCTION ENT. INC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 57,850.00 FEES Total Valuation 0.00 Plan Review Fee 516.07 Use Tax 11214.85 Permit Fee 793.95 ** TOTAL ** 21524.87 *** COMMENTS *** *** CONDITIONS *** A printed copy of the permit and city stamped on-site plans must be available on-site for the first inspection. Approved per plans and red -line notes on plans. Must comply with 2018 IRC, 2020 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. I by m si nature do hereby attest that the work to, be performed shall comply with all accompanyin approved plans and specificationsapplicale uilding codes, and all applicable munical codes, policies and procedures, and that I am t e legal owner or have been authorized by the legal owner of the property and am authorize to obtain this ermit and perform the work described and approved in conjunction with this ermit. I further attest that I am le ally authorized to include al entities named within this document as parties to the work to be per ormed and that all work to be per ormed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 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 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 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 requ�ired 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, anviolation of any provision of any �pplicabje code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. 02/08/2021 Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. From: no-reolv(alci.wheatridae.m. us To: CommDev Farm is Subject: Online Form Submittal: Residential Accessory Structure (Garage, Shed over 120 sq ft, Gazebo) Date: Friday, 3anuary 22, 20219:28:15 AM Residential Accessory Structure (Garage, Shed over 120 sq ft, Gazebo) THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. PROPERTY INFORMATION Property Address 3445 Quail Ct Property Owner Name Michael strand Property Owner Phone 3035478497 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email Address Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" Field not completed. 20210122093955790.Ddf CONTRACTOR INFORMATION Contractor Business Reardon Construction Enterprises Name Wheat Ridge 020436 Contractor's License Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone 3037881330 Number (enter WITH dashes, eg 303-123- 4567) Contact Email Address thepoolandspaexperts@msn.com for Questions/Comments Retype Contractor thepoolandspaexperts@msn.com Email Address DESCRIPTION OF WORK Detailed Scope of Work - Example: Detached Garage with Electrical; Unconditioned shed Square Footage of Accessory Structure Engineering Letters and Other Letter Size Attachments Construction Plans scanned on 11'x17" or larger New Inground Swimming Pool 360 20210122093955790 1.Ddf AQ -01 Pool and Soa Plan - Strand - Reardon V2 Stamp Added- meraedTDdf Project Value (contract 57850 value or cost of ALL Valuation of $57,850 materials and labor) is OK SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. Person Applying for Michael Strickland Permit I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Email not displaying correctly? View it in your browser. ON SITE PLANS CONSTRUCTION MUST BE ON SITE FOR INSPECTION ACCESS ALL Projects are Subject to Field Inspections EXACT DISTANCES FROM POOL TO PROPERTY LINES MAIN ELECTRIC SERVICE MAIN GAS METER AT HOUSE ELECTRICAL PANEL AT HOUSE AQ -05 SITE PLAN Reardon Construction Enterprises Inc. The Poom Spa Experts 10248 W. Chatfield Ave. Littleton, CO 80127 (303) 788-1330 Phone (303) 788-1402 Fax vwwv. poolandspaexperts. corn NOTES: -POOL IS CONSIDERED MAJOR STRUCTURE AND IS TO REMAIN AT LEAST 15' FROM PROPERTY LINES AT IT'S CLOSEST POINTS. Reviewed for Zoning Compliance by the , City of Wheat Ridge Planning Division APPROVED BY: DATE: 1/27/2021 COMMENTS: complies With R-1 \ standards Fence/Barrier shall comply with 2018 ISPSC section 305, with a minimum height of 60 inches as amended by the City of Wheat Ridge. RESIDENCEACCESS TO POOL IS NOT POSSIBLE EXCEPT THROUGH SWIMMING -POOL -COMPLIANT FENCE 'rS• BARRIER. FENCE LOCATION MARKED WITH DASHED RED LINE. POOL AND SPA ARE EQUIPPED WITH POWERED HYDRAULIC SAFETY COVER IN COMPLIANCE WITH ASTM F-1346-91 15'x" PROJECT INFO: TPROPERTY LINES SCALE: 1/32" = 1' /�/ City of J/9c-r— APPROVED Reviewed for Code Compliance Randy Slusser 2/01/2021 Plans Examiner Date Validity of Derma: The iae a/ t permt a appraml of phos spw4k9 fpm and rompurotrom shva rrot fre a permt(o, a an apprwaso%pry woroeon m any of dre ProWsbns A rhe Durlding code or 0 app pry wdin ex. Permits presamng m groe ..r"to wobar or mrxel the Parrclals of tit &A" rod.. oM.adrrroae. ly the ply shoo not At wad Name: MIKE STRAND OUTDOOR RESIDENTIAL SWIMMING Address: 3445 QUAIL CT POOL & SPA SITE PLAN City: WHEAT RIDGE State: CO Phone: (303) 547-8497 ZIP: 80033 Email: STRANDMR@GMAIL.COM PLOT PLAN r' TS I aBE r �' SGIN[Y I kA l�c 5 � Q€G'L apk W/o 'or-542,5..2'or-542,5..2PLAN tB WALKOUT 3445 QUAIL CT. TW -W5.2 FF -54M.4 3.3W 81- (Z3.9% ODYIERAGE) 33.s �-' n 9dSEFAE.ti? 4 REIERS a I71EAM 6.qFN3-3AW L7�; 3.em GARAGE F•�74aCi-I CRAWL SPLICE I �i � w NATIA f'* 1 rit 4#�i THE PROPERTY CQRMEii SPOT ,•-...-'; ' 1. LOCATE UHD@gCA0Jfi0 U111I01ES WFQF1E EEIEVATMIN5 ARE BASEID OM THE g �F:-' � �,p� YW Of& CALL 011- UUp1L HOLLOW 5UMM3104,11 CONSTRUCTION PDMS. u S. 2. TMS PLOT PENN DEAM PR9P05EO r ? =ccs IMPRO►+Euws mNAL CON'3lRUGl101V J £=' MAY VAAY, DOUGLAS H. 4AT 111, PLS 3746b RE'�SE 41-15-2415 WANHARD CONWILTIINC , ,. Z;Nanhard CONSULTING 112135 DiXEA S., SUr-E 701 PTSTMMSTER. CojyW0 90421 ('JW,f6S-7545 LOT 5 CUAIL HOLLOW SUBDIVISION CITY Dr WNFAT maCE. COUNTY OF JEFFERSO%x ADDRESS; 3445 QUAIL COURT FRONT: M' SCALE 1'r2o' REAR: 15' JOq NO, C&M.MIf11=1 SIDE: 15' DATE -.11/18/15 OAAwH BY: IRMO LOT 5 CUAIL HOLLOW SUBDIVISION CITY Dr WNFAT maCE. COUNTY OF JEFFERSO%x ADDRESS; 3445 QUAIL COURT FRONT: M' SCALE 1'r2o' REAR: 15' JOq NO, C&M.MIf11=1 SIDE: 15' DATE -.11/18/15 OAAwH BY: IRMO POOL/SPA HEATER MOTORIZED ACTUATOR CONTROLLED 3 -WAY VAL POOL/SPA PLUMBING DIAGRAM (TYPICAL) KEY NOTES: **POOL PLUMBING IS RECIRCULATION PIPING ONLY **NO CONNECTION TO POTABLE WATER **NO CONNECTION TO SEWER/SANITARY **POOL IS FILLED WITH GARDEN HOSE **ALL PLUMBING SHALL COMPLY WITH SECTION 311.4.3 OF ISPCS AND HAVE UNIFORM SLOPE IN ONE DIRECTION AND SHALL BE EQUIPPED WITH VALVES FOR EVACUATION OF WATER SPA MAIN DRAINS -� i -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J 1 1 ' - - - ---- 1 SPA JETS - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - 1 , , 1 , ' 1 1 ' , 1 1 , 1 ' 1 1 1 , 1 - '------------- ------------------------------ -------------------------------- 1 1 1 1 1 1 1 1 1 1 1 ' 1 1 1 1 1 1 1 POOL/SPA 1 1 FILTER ' 1 1 1 1 1 1 1 ; 1 �F2ETURNS___�_ POOL/SPA O MAIN DRAIN_��;___ ----r----------- ----- �----- ..... tSKIMME��-� PUMP MOTORIZED ' MOTORIZED ACTUATOR ' CONTROLLED 3 -WAY VALVE 1 1 1 1 1 1 1 1 II1 AQ -04 RECIRC PIPING Reardon Z --K construction nterprises Inc. The Poo/& Spa Experts 10248 W. Chatfield Ave. Littleton, CO 80127 (303) 788-1330 Phone (303) 788-1402 Fax vwwv. poolandspaexperts. corn PROJECT INFO: Name: MIKE STRAND Address: 3445 QUAIL CT City: WHEAT RIDGE State: CO Phone: (303) 547-8497 ZIP: 80033 Email: STRANDMR@GMAIL.COM 1 ;T '--------------------------------------------------------------------------L------------------------------------ ------ NOTES: 1 1 1 1 1 1 1 1 1 1 City of Wheat Ridge Building Division GAS PIPE SIZING Table 2. STAGE TWO "LOW PRESSURE" GAS PIPE SIZING GAS LINE IS APPRO) GAS LINE WILL BE 1. Provide minimun AWG yellow tra( wire per 2018 IR G2415.17.3 GAS PRESSURE REQUIREMENTS Gas Pressure Model PIPE SIZING FOR GAS LINE CONNECTIONS Propane Inches W.C. MAXIMUM EQUIVALENT PIPE LENGTH (Ft.J MT 14 Natural Gas at 1000 B.T.U. per Cubic Foot Minimum Inlet MT Propane Gas at 2500 B.T.U. per Cubic Foot MODEL 112" 314" 1" 1-114" 1-112" 2" 2-112" NAT PRO NAT PRO NAT PRO NAT PRO NAT PRO NAT PRO NAT PRO 175 20' 30' 80'' 125' 250' 450 600' 200 20' 30' 80' 125' 250' 450' 600' 250 10' 20' 50' 70 150' 250' 300 - 10' 30' S0 100' 200' 4ht; 400 10' 20' 60' 100' GAS LINE IS APPRO) GAS LINE WILL BE 1. Provide minimun AWG yellow tra( wire per 2018 IR G2415.17.3 GAS PRESSURE REQUIREMENTS Gas Pressure Model Natural Propane Inches W.C. Maximum Inlet MT 14 14 Minimum Inlet MT 4 4 Manifold MT -0.2 t 0.1 -0.2 t 0.1 NOTE: All readings must be taken while heater is operating. Any adjustments or readings made while heater is off will result in performance problems. Table 3. _L GAS LINES WILL BE INSTALLED BY LICENSED ECHANICAL CONTRACTOR ;AS LINES WILL BE RUN UNDERGROUND WITH POLY IPING AND ALL EXPOSED PIPING WILL BE BLACK TEEL, OR EQUIVALENT, AND WILL BE PAINTED PRIO O INSPECTION. LINE IS APPROX. 50' LINE WILL BE 1.25" ATURAL GAS HEATER IS 399,000 BTU GAS LINE ISOMETRIC City of Wheat Ridge Building Division QTY ITEM 1 POOL/SPA CIRC PUMP 1 HYDR. CVR PUMP 1 POOL/SPA FILTER 1 POOL/SPA HEATER 1 POOL LIGHT 1 SPA LIGHT 1 SALT SYS POOL/SPA EQUIPMENT SPECIFICATIONS SPEC MFR MODEL 3HP PENTAIR INTELLIFLO VS 3HP CVRSTAR ECLIPSE HYDRAULIC PUMP CCP320 PENTAIR 300 SF CARTRIDGE FILTER 399K PENTAIR ETI -400 PROPANE HIGH EFF 96% LED PENTAIR INTELLIBRITE 5G COLOR LED LIGHT LED PENTAIR INTELLIBRITE 5G COLOR LED LIGHT IC -20 PENTAIR INTELLICHLOR SALINE SYS IC -20 CODE COMPLIANCE: THIS RESIDENTIAL SWIMMING POOL HAS BEEN DESIGNED TO BE IN CONFORMANCE WITH THE FOLLOWING BUILDING CODES: INTERNATIONAL RESIDENTIAL CODE: 2009 IRC, 2012 IRC, 2015 IRC, 2018 IRC INTERNATIONAL SWIM POOL & SPA CODE: 2012 ISPSC. 2015 ISPSC. 2018 ISPSC VOLT. 230V 230V N/A 230v 20V 20V 115v LOAD 16A 16A N/A 5A 5A 5A 5A COVERED PATIO POOUSPA EQUIPMENT UTILITY SCOPE OF WORK: POOL CONTRACTOR SHALL: **INSTALL POOL RECIRCULATION PLUMBING **PROVIDE LED LIGHT FIXTURE(S), LIGHT NICHE(S) & JUNCTION BOX(ES) **PROVIDE EASY TOUCH CONTROLLER (IF IN CONTRACT) ELECTRICAL INSTALLATIONS, PERMITS & INSPECTIONS BY CLIENT'S ELECTRICAL CONTRACTOR: **GFCI BREAKERS, BONDING, CONDUITS, CONNECTIONS TO EQUIPMENT EQUIPOTENTIAL BONDING OF POOL SHELL TO DECK. **POOL LIGHT CONDUITS AND POTTING COMPOUND, INSTALL POOL LIGHTS SCALE: 1/8" = 1' WIRING OF AUTO COVER HYDRAULIC PUMP, KEY SWITCH, ANY OTHER ELEC. SWITCHES MECHANICAL/PLUMBING INSTALLATIONS, PERMITS & INSPECTIONS BY CLIENT'S MECHANICAL/PLUMBING CONTRACTOR: **GAS SUPPLY RUN & FINAL CONNECTION TO POOL HEATER **VENTING OF HEATER (IF REQUIRED) POOL DECK BY OTHERS TAMPED CONCRETE COPING SPA JETS(6 TOTAL) RIGHT HAND MOTOR STONES OVER COVER BOX POOL & SPA SPECIFICATIONS Pool Size: 21'x 21' Glns= 7,750 D= 3'6"-5' P= 84 SA= 360 IA= Spa Size: 6'X 8' Glns= 600 D= 3'6" P= 28 SA= 48 IA= EXCAVATION Type: UNILOADER Access: SOUTHWEST YARD Dirt: HAULED OFF Landscape: BY OTHERS Fence: BY OTHERS Grading: BY OTHERS Notes: HYDRAULICS P -Turnover Rate: 14 HOURS S -Turnover Rate: <30 MINUTES Equipment. Run Dist: <30' P -Suction Size: 2" P -Return Size: 2" W/F Line Size: N/A S -Suction Size: 2" S -Return Size: 2" -S-Airline Size: 1" Notes: REBAR I Size: #4 Grade: 40 Quantity: 150 UTILITIES I Electric by: BY OTHERS Electric Distance: BY OTHERS Sub Panel: EASYTOUCH Gas by: BY OTHERS Gas Distance: BY OTHERS Fire Pit: BY OTHERS SHOTCRETE I Pool Cubic Yards: 20 Spa Cubic Yards: 5 Total Cubic Yards: 25 Pump from: STREET Pump Distance: 150' Notes: EQUIPMENT P -Filter: CCP320 P -Circ Pump: INTELLIFLO P-Htr: ETI 40OBTU NG S -Filter: SHARED S -Circ Pump: SHARED S-Htr: SHARED (6) AIR DIALS IN COPING Timer: N/A Controller: EASYTOUCH 8 W/SCREENLOGIC TILED DAM WALL 2L- FOR FOR SPA JETS P -Skimmer: (2) BERMUDA 2" S -Skimmer: N/A Spa Blower: N/A �;� P -Return: (6) 1.5" INSIDERS S -Return: N/A Floor Return: N/A SPA BENCH AT 21" WATER Spa Jets: (6) GUNITE TEES Spa Air Dial: (6) STD AIR DIALS S -Light: IB 5G SPA LIGHT COLOR _ DEPTH P -Light: IB 5G POOL COLOR P -Handrail: N/A S -Handrail: N/A COLOR LED SPA LIGHT p Ladder: N/A Grab Rail: N/A Fill Line: N/A 0 O O P -Main Drains: (2) 12" VGB S -Main Drains: (2) 12" VGB W/F Main Drains: N/A 3 BUBBLERS ON ( ) O Veil Falls: N/A Veil Fall Radius: N/A Veil Fall Pump: N/A L O 04 Aux Pump: N/A Aux Pump #2: N/A Aux Pump #3: N/A LEDGE TIED TO « « Heat Exch: N/A Solar Heat: N/A Deck Jets: N/A CIRC PUMP O O O O ® CL Unit: N/A Salt System: IC -20 CL/PH Control:ICHEM O O O O O O O Swim Current: N/A Spa Equalizer: (2) 2" PVC Spa Overflow: N/A STEPS UNIFORM HEIGHT AND O O Aux Equip: N/A Aux Equip: N/A Aux Equip: N/A 14" WIDE(TYP.) O Notes: (3) BUBBLERS ON TOP STEP TIED INTO CIRC PUMP N to O AUTO COVER 1 (12'x 21') ACCENT TILE ON ALL (2) 2" UALIZERS STEPS/BENCHES NSF RATED POOL Auto Cover: HYDRAULIC Cover Lid: WALK-ON Cover Motor Side: RIGHT 3' SWIMOUT EB GREY SKIMMERS (2 TOTAL) Fabric ColorTBD : Spa Cover: SHARED Brackets: WALK-ON PLASTER 3-6" N AUTO COVER 2 (12'x 9') NSF RATED POOL INTERIOR WATER (2) MAIN DRAINS IN Auto Cover: HYDRAULIC Cover Lid: WALK-ON Cover Motor Side: RIGHT SKIMMERS (2 TOTAL) DEPTH COMPLIANCE WITH Fabric Color: TBD Spa Cover: SHARED Brackets: WALK-ON WATER VIRGINIA-GRAEME BAKER ACT & ASM E/ANSI Al 12.19.8-2007 TILE DEPTH ND ARE UL CERTIFIED. P Tvpe TBD (GROUP 1) P -sq Ft: 37 COLOR LED POOL LIGHTMINIMUM 3SEPARATION. VGB S -Type: TBD (GROUP 1) S -Sq Ft: 14 COMPLIANCE CERTIFICATION RBB & Raised Spa: N/A Ledge tile: N/A DOCUMENTS PROVIDED TO Pool and Spa Total Sq Ft: 51 Accent tiles: TBD (GROUP 1) INSPECTOR ON SITE. Notes: LEFT HAND MOTOR RETURN EYEBALLS DECK & COPING (6 TOTAL) STAM CONCRETE COPING Coping Type: STAMPED Coping Texture: SKIN Coping Hardener: TBD PLUMBING AND CONDUITS IN TILED DAM WALL STONES OVER COVER BOX Deck Type: BY OTHERS Deck Pattern: BY OTHERS Co Release: TBD Coping in TRENCH TO POOL EQUIPMENT. STAMPED CONCRETE COPING Deck Sq Ft: Notes: INSPECTED PRIOR TO BACKFILL. STAMPED CONCRETE EDGING AROUND SLOPES AWAY FROM POOL EQUIPMENT PLACED NEXT TO COVER BOX MATCHES COPING HYDRAULIC POWERED SA ETY COVER IN INTERIOR FINISHES HOUSE. COMPLIANCE WITH ASTM F-1346-91 STANDARD P -Interior: GREY PLASTER S -Interior: GREY PLASTER W/F Interior: N/A Plaster Batches: 24 Tile Sq Ft: AQ -01 �( PROJECT INFO: a MAP I t r G. PLAN REVISIONS �iP�� �/C a Fi� � I � Light ZI' Main Drain Ver# / CA# Description Date POOL/SPA PLAN Name: MIKE STRAND Address: 3445 QUAIL CT �� .., 1-70 (Z • G. ' S 3445 QUAIL CT w V :' ��' �F'• QUAIL ST 9 1 INITIAL RELEASE 10/22/2020 2 REDESIGN/ROTATE POOL 12/1/2020 NE8fdD11 S J v © Gas Skimmer f CDASt/I1CffDf1 City: WHEAT RIDGE State: CO ;�Q ;3 15814 �; QUAIL CT IntErprrsEs Inc. Phone: (303) 547-8497 ZIP: 80033 :' ally �igned by �� :•• rW33RDAVE O Electric Spa Jet The Poo/&Spa Experts Email: STRANDMR@GMAIL.COM • 0 ,: ter G. eske ,-A ' •.,•• 10248 W. Chatfield Ave. Littleton, CO 80127 DRAWING APPROVED: w\ �SS/QW-�\`G at 202 .01 .06 W 32ND AVE ® Return EquipmentDivision� (303) 788-1330 Phone (303) 788-1402 Fax 11:10:17 7'00' www.poolandspaexperts.com X Date (2) GR40 #4 REBAR (2) GR40 #4 REBAR IN COPING 14" IN COPING 14" 14" TOP STEP 14" WIDE VW e- 14" (TYP) ,. ,EBAR...!.INCOPING � ••- .. _..,.-..UNIFORM �•-�����!°•-•THAN10".. RISER HEIGHT NOT MORE 2 s 18- .... (3) GR40 #4 REBAR 'IN BOND BEAMo(3)GR40 #4 REBAR 21"TYP. FOR SPA BENCH IN BOND BEAM 12" " 18" TYP. FOR POOL BENCH 10" 18"TYP. FOR SWIMOUTGR40#4 REBAR 4CLEAR 12"OC BOTH WAYS 3" ,6'r a..(3) 3'6„10" 0"INBOND GR40#4REBAR 12" 3' 6" VARIES BEAM (TYP)(TYP.) 5"5' 12" OC BOTH WAYS 3'-5- q°°°°° _3" CLEAR 5" CLEAR GR40 #4 REBAR 12 GR40 #4 REBAR ° 12" OC BOTH WAYS 12" OC BOTH WAYS o ° (3) GR40 #4 REBAR 3" CLEAR " IN BOND BEAM 3" CLEAR 21 (TYP.) 3' 3" CLEAR GR40 #4 REBAR 6" AREBAR ° 12" OC BOTH WAYS GR40 #4 REBAR 12" OC BOTH WAYS GR #4 REBAR GR • 12" OC BOTH WAYS 12" OC BOTH WAYS 3"CLEAR°°° 3" 3" CLEAR 3" CLEAR Residential Step Detail Typical Bench & Swimout Detail Typical Sun Ledge & Enlarged Top Step Typical Wall Section Detail OTypical 3 4 Scale: NTS Scale: NTS Scale: NTS Scale: NTS (2) GR40 #4 REBAR DECK LID IN COPING COPING 30" TILED SKIMMER THROAT - .-•., ••••-•• _ VGB MAIN DRAIN GRATES IN COMPLIANCE WITH PLUMBING TO MAIN DRAINS SPLIT 50/50, e e ASME/ANSI A112. 19.82007 &ANSI/APSP-7 MINIMUM SEPARATION OF 3' SKIMMER ; ` % • .• 3"CLEAR 18" (MIN) TMINIMUM (3) GR40 #4 REBAR GR40 #4 REBAR 12„ (3) GR40 #4 REBAR GR40 #4 REBAR IN BOND BEAM 3" CLEAR 12" OC BOTH WAYS IN BOND BEAM MIN 5" MIIN OC 12"5" THICKENED, REINFORCED - GR40#4 REBAR CONCRETE BEHIND LIGHT NICHE 8" o POOL LIGHT FIXTURE 8„ 12" OC BOTH WAYS GR40 #4 REBAR 8" 12" OC BOTH WAYS CONDUITS, INSPECTIONS, WET NICHE 8 • EQUALIZER LINE WITH VGB WET -NICHE POTTING COMPOUND 3" APPROVED COVER ARE BY ELECTRICAL 3" CLEAR (COMMERCIAL PROJECTS #4 REBAR 2" SCH-40 PVC SKIMMER ONLY) _GR40 12" OC BOTH WAYS GR40 #4 REBAR LINE TO POOL PUMP -. a 3" CLEAR 12" OC BOTH WAYS 8" 3" CLEAR 3" CLEAR Detail Wet Niche LED Light VGB MainDrains Detail 12" Bond Beam Detail CrSFSkimmer $ ale: NTS Scale: NTS Scale: NTS Scale: NTS AQ -02 �( PROJECT INFO: Walter GENERAL NOTES: STRUCTURAL DETAILS NIDO L(0 1. Concrete shall be pneumatically applied mortar (shotcrete) classed as grade "A" concrete subject to the provisions of the local code and ACI 506R-16 & ACI 506.2-13(18) shotcrete specifications. Shotcrete shall be Name: MIKE STRAND Q •�R• G • L. ls� �1 composed of 8 1/2 sacks of cement, 30% pea gravel, 70% sand, 3 to 5 oz. of air entrapment compound, 2 to 5 oz. of water reducing asmixture, 10 % water with 3" to 4" slump and 4,500 PSI minimum compressive strength at 28 days. Reinforcing steel shall be deformed bars conforming to ASTM specification A615 -Grade 40. Lap all bars 36 diameters minimum. Concrete shall be placed against undistrurbed natural soil or against RCBf�On Address: 3445 QUAIL CT 7 e $ Fs fill compacted to 95% minimum proctor density with a minimum 1500 psf soil bearing per IRC. Shotcrete shall be damp cured for a minimum of 7 days after placing. Pools shall be located 10' minimum horizontal from :`� overhead electrical wires. All pipe shown shall be PVC Schedule 40. Provide 3" minimum clearance of reinforcement from soil in wall and 2 3/4" in slabs. Use all #4 bars. During the application of the shotcrete the air construction City: WHEAT RIDGE State: CO '+� 15814 �� temperature shall be a minimum of 35 degrees. As an alternate, the top horizontal bars in the edgebeam may be placed on top of the bent vertical bars instead of below. The pool/spa structure(s) are not designed to tak side load bearings from other structures. Enterprisos Inc Phone: (303) 547-8497 ZIP: 8001botduly sign d 4%. 2. When the pool/spa is being placed into/onto structural fill by others, that fill must meet the minimum engineering standards outlined in the General Notes and incorporate wetted soil conditions inhereCilydaf •' ••• construction. Fill must be tested and confirmed to meet those specifications prior to placement of concrete. The Poo/& S a Expelts a a 10248 W. Chatfield Ave. Ercall: STRANDMR GMAT L.COM Walte — — Date: G. Kes 1.0 �' v �� ••'••.... • •• �\ •• 3. Pool structure is engineered to withstand pressure from varying types of expansive soils and conditions common to Colorado. 9 P rY 9 YP P Wheat Ridge 4. Open hole soils observation performed by structural engineer to confirm compliance with structural engineering. Movement of pool up to 2" is normal. Littleton, CO 80127 .)021 .SS` NA1w`\` � `� (303) 788-1330 Phone (303) 788-1402 Fax 11:12: 4 -0700' 5. Wind Speed &Snow Load: Pool structure is rated for wind speeds of up to 155 mph, ultimate 3 -second gust, exposure C. Pool structure is rated for maximum ground snow load of 40 psf. Building Division www.poolandspaexperts.com STAMPED CONCRETE COPING WITH SLOPES TOWARD DECK SKIN STAMP (1) AIR DIAL FOR EXPANSION JOINT BY OTHERS COVERSTAR COPING PROFILE FORM FOR EACH JET RECESSED UNDERGUIDE TRACK = — '•-•-: •., 14" (TYP) /.............. .................... --------- ! 12" 12" MINIMUM •- 12" MINIMUM AIR LINE 12" 14" TYPICAL 18" TYPICAL DIRECTIONAL q PVC PIPE EYEBALL RETURN LINE 8 GUNITE VENTURI WATER LINE TEE EXTRUDED ALUMINUM ENCAPSULATION FOR 1 8" a e e UNDERGUIDE TRACK 01 o DIRECTIONAL EYEBALL I a� DECK a ;............................... ---•--; UNDERGUIDE TRACK SYSTEM RECESSED UNDER COPING Co in/TrackDetail 2 Pool Return Detail OE.esidential Jet Detail (D�S�a Sle. NTS TOP OF COPING PLASTER FINISH (SEE AQ -01 FOR COLOR SPEC) 6" BAND OF GLAZED POOL TILE, FROST -PROOF & SUITABLE FOR SWIMMING POOL IN RAPID FREEZE/THAW CLIMATE Waterline Tile Detail 4 Scale. NTS AQ -03 PROJECT INFO: NOTES: DETAILS Name: MIKE STRAND Address: 3445 QUAIL CT llearden Construction City: WHEAT RIDGE State: CO City of Enterprises Inc. Phone: (303) 547-8497 ZIP: 80033 The Poo/&Spa Experts Email: STRANDMR@GMAIL.COM Wheat Ridge 10248 W. Chatfield Ave. Building D'Ivisior Littleton, CO 80127 (303) 788-1330 Phone (303) 788-1402 Fax vwwv. poolandspaexperts. corn City of 00A id ... COMMUNiTy DEVELOPTENTj-- City of Wheat Ridge Municipal Building 7500 W. 291h Ave. January 23rd, 2017 Owner/Occupant 3445 Quail Ct. Wheat Ridge, CO 80033 Wheat Ridge, CO 80033-8001 P: 303.235.2855 F: 303.237.8929 RE: Previously permitted project plans available for retrieval — Permit 201501893 (New Single Family Home) Owner/Occupant, This letter is being sent to you because a project for which a permit was issued by the City of Wheat Ridge Building Division and plans and/or other documents were required was recently completed and approved. In accordance with the Building Division's document retention policy, the associated pians and/or other documents are scheduled for disposal. We are writing to offer you an opportunity to retrieve those approved plans and/or documents prior to their disposal by the Building Division. The plans and/or documents are available for retrieval for a period of 20 working days (4 weeks) from the date of this letter and must be retrieved in person at the Building Division offices. This letter must be presented at the time of retrieval of the plans and/or documents. Plans and/or documents available for retrieval CANNOT be mailed and plans and/or documents will NOT be available for retrieval after the expiration of the retrieval period, which is 60 days from the date of this letter. You may retrieve plans and/or documents between the hours of 7:00 a.m. and 5:00 p.m., Monday through Friday, at the Building Division offices located at 7500 W. 29th Avenue in Wheat Ridge. Cordially, Melissa Mackey 'a Mac ey Senior Pennit Technician ue 7500 W. �29th Avenue Office Phone: 303-235-287 Fax: 303-237-8929 City of �Wheat Re C,0,.ML)Nin DEVELOPMENT wwwww.d.whea tridge.com s G4, at id COMMUNITY DEVELOPMEEkNT� Building & insPec ion, Services Division ; 7500 W. 29"' Ave,, Wheat Rid e, CO 80033 Office: 303-235-2855 * Fax: 303-237-5929 X Inspection tine: 303-234-5933 At#res: { mu�mw�=�l Building Application Contractors Licensers Sub Contractors: Electrical: 1 zi- ex' Plumbing: 0 , Mechanical: ,811 #7ii WR City License # ' 'l'i WR City License # 0/ jj ael W.R. City License # 01,74.7,# Other City Licensed Sub: Other City Licensed Sub: City License # City License i# Complete all information on BOTH sides of this form 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) e0A4S7'4VC-7' ItIX,W !i -FX- ljtr f.vAee, Sq. Ft. LF e tu,s Gallons Amps Squares Other tativi if It I Ulu jMiSe projeclj ONVNERJCONTRAC'OR SIGNATURE OF UNDERSTANDING AND AGREEMENT I lrercby certify that the setback distances proposed by this pentut 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 authori7 -ed by the legal owner of tire property to petforni 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) ( �CO,=NTNACTOR31 (AI)THORIZEDf 'E) o �RE" REP 'ER) r-1— �IXQY _jf �OHCOAITRACTOR) A 0 a yk� 6, s ,;-D 3x j"'J I Yk RESIDENTIAL Buildin P Rev 06/2014 9V Address: Zoning: i Lot Size: 1"i ") - 3 sq. Lot Width: > Property in the flood plain? r,,o Ifyes, add surveyng condition FLD. Type of project (applicable survey conditions in parenthesis). C1 Accessory Isp, ILC or site plan no S) aximuntmatt overage: % Existing Itnprovements: sq. House: sq, PrOPOSed Improvements: QA 0" Shed:House/addition: -3 sq. Shed: sq. Detached garage: ------- � sq ft. Detached Garage: sq. ft Other: sq, Other: sq. ft. Total Existing sq. ft. Lot Coverage sq. Pro Posed+Existin g %Lot Coverage sq. ft % Required Setbacks: FR S S 1 S R Provided Setbacks: FRS 10 S S R 77 xl For additions or new construction, is the struc to within 2 feet of minimum Setbacks? If yes, add s 7 urveY1119 condition FND. Maximum Height:i. Proposed Height: Maximum Size: q. & ft. Proposed Size: sq. Parkland, If the permit is for new construction, haveparkland dedication fees been paid? If no, add condition PFEE, notify owner, and notify -bounding division. Streetscape: Does the permit result in any of the following conditions? Construction of new roads U Platting of new lots New development Q Additions that increase floor area by 60% or more (see formula) (proposed floor area — — existing floor area existing floor area inc. If any box is checked.. SF/DUPLEX—Is there existing If curb, gutter or sidewalk is mis ,g'- Curb 0 Gutter W�-foot sidewalk adjacent to the property? sing, streetscape construction or fees-in-lieu will be required. MULTIFAMILY—Does the frontage meet current city fees-in-lieu will be requir If not, streetscape construction or f standards? orf `d or construction are due at the time the permit is issued, Fees-in-lieu o ed. City 0 h6atp, City of Wheat Ridge Municipal Building 7500 W, 291x' Ave. Ifteat Ridge, CO 80033-8001 P: 303,235,2846 F: 303,2352857 Sec. 26-206. Residential -One Development standar (a) Front setback reductions may be allowed in accordance with Section 26-611. (b) Any side or rear yard which abuts a public street shall have a minimum setback of thirty (30) feet for all + » r r tr t r * t *- structures, Fifteen -foot setbackfor r for each additional story, �art.axaraiAreai Address: r l( 4) Contact: CL Jurisdiction: WESMU • i_ Provide ax -3/8" solid door ...,self-closing, between between residenceand }ara}- p it } i II � p Vpl II n II Illil OII V. } } f + NJ } } 3. Doors shall not open w directlybetween} }. . provide manufacture, model 4 �l �i l i uu�I Ni ui nr iy I� shall i i_ VU �ll�M� equal for each fireplace; doors shall open outward. .. applied on the under -side ofi 2. Llnvented gas logs shall not 6. Indicate emergency escape }R }. rescue openings !e basements and bedrooms. • � } listed decorative appliance is 0. ;Ml�ip�l#WII irl[I ��'aiII�I,N�;WII## * 1 } Q�! III IIVi V�V �Ml III IgVli pening flashing tr manufacture's installation W yGlazing } ♦ } com 1 with table+ ii. Opaque doors separating conditioned « # y *} # space - unconditioned FIREPLACES/CAS maximum } } (TNxii 4 Skylight F Il t factor o.55. ux iF de `I manufacture �} ICC -ES l number. WESMU • 0 A i Ale N( Compliant A Permit #: bate: Building Type Plan # or Model: SFD Duplex Town arae l i Nan- dimensions where required. 2, snow guararans where re wired. (R i2.i =2) 3. Provide a floor or landing at the top and bottom of each stairwa . (R Li..6) 4• Provide cede complying stairways, address tread and riser dimensions per type of stairw8 . (R; 11. } 5. Provide stairway Provide required natural light3,. } ventilationfor between habitable rooms ofladin (R a2.. )+ + dk } NJ } } ventilation for }} . w closetwater }}. f . provide manufacture, model room, and kitchen, ducted direct to outside. (R303.3 i t equal for each fireplace; Ra4Y. insulation is applied on the under -side ofi 0 A i Ale N( Compliant A Permit #: bate: Building Type Plan # or Model: SFD Duplex Town arae l i Nan- dimensions where required. 2, snow guararans where re wired. (R i2.i =2) 3. Provide a floor or landing at the top and bottom of each stairwa . (R Li..6) 4• Provide cede complying stairways, address tread and riser dimensions per type of stairw8 . (R; 11. } 5. Provide stairway Stairway maximum 12° LLverntricainnise between ofladin (R a2.. )+ NJ Compliant A . provide manufacture, model number and (CC report or equal for each fireplace; (Rxo02, x004, 3005) 2. Llnvented gas logs shall not be installed in a factory built appliance unless listed for that V !e 3• Fireplace dampers: Where a listed decorative appliance is 0. installed, the fireplace damper opening shall comply with listed decorative appliance lAl manufacture's installation W instructions. (02453.1) or oC com 1 with table+ FLOOR PLANS FIREPLACES/CAS APPLIANCES: bx 4. Decorative shrouds shall not be installed at the Non- termination of chimneys of SMpliant factory -built fireplaces except where listed and labeled for such use. (R3,004-3) 5. provide outside combustion air for interior fireplaces. (Rxoo6.2) NJ Compliant A x. Show ceiling heights for all rooms, spaces and hallways. 0 (R305). Basement 618" U. 2. provide minimum clearances from centerline of C water closets to finished wall, Nan- Wto cabinets, and other plumbing Cam liarit fixtures. (R307.1, !2, 05.2) Label m Board applied to a a , hall be 1/2" when a_ A complete braced/shear 4. } Provide members are 1 . o.c. x reference a braced /shear wall hen framings [[,7 for stucco, roof materials, are 24" o.c. or use/2f' wall location. aR #: a 4 sag-resistantceiling to include anchor bolts,3 board. {'fable holdowns, studsand spacing, flashing/proofing and exterior {d}j sheathing and nailing, #•ions/openings. «# f i Compliarti r+1an. # # # A Com claret 3. Address laftemate braced 2. Manufacture's wall panels, per .. ! . installation instructions, as a , y required by this code, shall 0 building cross sections. be available on the job site # 2. Cut cross-sections Y the time of inspection krequired holdown on f(Ract xo6ra.2). ' framingfoundation, plans. 2. RANGES AND i f Provide Wood -Stud wall Fj:F#. plastics shall be COOKTOPS: Show note on separated from plans. crawl spaces. (R33,6,4) -Provide a listed and f 0 approved range and/or w v cooktop unci installed in !»left, I� right., a accordance with the listing m� 2. Provide building iI r heights SECTIONS # and with the manufacturer's installation 4. Show requiredfireblocking instructions. VERIFY AND '^ on each section.,# MAINTAIN REQUIRED 5. Show a rt dimensions o .o HORIZONTAL AND 0. seach * e # VERTICAL CLEARANCES 0 III ABOVE THE FINISHED COUNTERTOP SURFACE BEFORE ORDERING OR INSTALLING CABINETS - o" joer M1401.1. Label a a , a_ A complete braced/shear 4. } Provide wall plan -# ># and must x reference a braced /shear wall T1° schedule at each braced/shearS for stucco, roof materials, wall location. aR #: a 4 2. Braced[Shear wall schedule to include anchor bolts,3 holdowns, studsand spacing, flashing/proofing and exterior sheathing and nailing, #•ions/openings. «# f # # # 3. Address laftemate braced wall panels, per .. ! . a , y building cross sections. # 2. Cut cross-sections Y 5. Show and identify each krequired holdown on .? loundation plan, R f 1.6 framingfoundation, plans. i f Provide Wood -Stud wall Fj:F#. plastics shall be Engineering Analysis for ring beawalls over io Feet separated from crawl spaces. (R33,6,4) f x, Elevation drawings of w building, II A R front, Ir !»left, I� right., a m� 2. Provide building iI r heights SECTIONS # and dimensions. Label building materials. (R7o3). 4. } Provide model numberand ICBO/ICCINERReport Number.,. for stucco, roof materials, a 4 S. Provide weather flashing/proofing and exterior #•ions/openings. # # # a , Provide# building cross sections. 2. Cut cross-sections Y floor and roof framingfoundation, plans. Fj:F#. plastics shall be separated from crawl spaces. (R33,6,4) w SECTIONS # 4. Show requiredfireblocking lir on each section.,# 5. Show a rt dimensions o .o seach * e # III :t. Provide across gdetail and wall legend for #. # f wallf including, stucco system, lath, building # .a •r, foam,and sheathingwher required. ans, interiorf R702). �;Aiv�p�o�Ur �lirpil�lrl�riul9 � p� '5111111 a: u �Ili'I ry III a # schedule. I� le. IF T { •�k.51� �]1:� # # # o u u1 For ,n 9 rlu}im inllll' fam i u�ar sal o �i I u��u Q V a �I �� M provide JI I�� s'f. s submittal,, stampedreport licensedI engineer. ".# ide a complete dimensioned and detailed Address3. # #. •: •.a.# #.. d I#.. #. #. and any other to be R •ExteriorR interior footings bear minimum ill inches below undisturbed i or engineers certified compacted fill. (Table xx. Framing members to ri) IN reqa i wire reinforcing I a steel for ##UIIIIII and ': �r I�I�Il S. Reference a complete q R structural det itsif , pad footing, #i 4 • s 9. Clearly show, dimension # detail • bearing footingsR shear wall 'a R # inc # Clearly show each required post locationon # #.+ #n Coordinate wall and roof fratinR NIA Compliant Non - IClearlyshow and label each Compliant required f # i on S # 4 .: R R # °^ calculations - *M Q a. gravity loads analysis.. b. lateral loads analysis. c. Retaining wall 13. Provide any/oll slab R# y { elevations. d. Provide special ins actions er (IRC Ch. x ), ..#i. .complete x. ProvideRi.... fully NIA Compliant Non. detailed floor and/or roof- Compliant # plan.# a f , members,R R ii R # #" # ! Y (Rio(i). 3. Clearly show each required post and size, coordinate with foundatio Ian, o -floor tmechanical connectors, a identify all trussljoisthangers, identify beam to post connectors.mechanical rence for each beam to post, beam -to -beam, and girder to beam • .r a iia u i 6. rel«` r typical �., ost to wall. beam, l # - t# � i design7. Truss ui required, no later than by rough frame inspection per f i# IWI11 '911 height 8. Show �■1■apil� lateral } ll+ll€a blocking R.Ibraced/shear line u U #IRI # III 6. Provide minimum 13 t Ri IIIIU NVtlI Framing li I� p* . I� ilMl 1 IV it IJ Ii�+ III a !" e�s ��i � g : # I��I o Rmembers, V"l trusses flat and sloped, and any other to be ntify stair mechanical Flabottom. ment at top and F : R & ROOF FRANIINg PIANS (Cont.) xx. Framing members to accommodate masonry fireplace clearances to combustibles. ("I`able Rxoox:x). xz. Provide detail showing how lateral forces are transferred from roof diaphragm into shear wall. 13. Identify all trusses used as drag struts, and show loads on framing plan. 14. Framing members to accommodate mechanical equipment requirements if installed in attic. NIA Compliant Non - Compliant Provide the following structural engineering °^ calculations - *M Q a. gravity loads analysis.. b. lateral loads analysis. c. Retaining wall calculations engineered R# y { over "Rt d. Provide special ins actions er (IRC Ch. x ), NIA Compliant Non. Compliant x. Show me anical equipment and water heaters on x8 -inch platform if placed in garage or room with direct access to ora le. (INai o . ). z. Provide combustion air and show hi and low vent opening sizes for gas fuel appliances located in confined spaces. (qa). 3. Provide and reference approved detail for gas piping to rias island cookto . (G x .14). 4. Provide kitchen exhaust fan vented direct to .0 outside. (Mx507.2 amend. 5. Provide minimum 789 AFUE (Annual Fuel Utilization Efficiency) for weatherized gas heating equipment, Non - weatherized equipment minimum 8o AFUE. (i.Nxxo5.5.2 (x)g). 6. Provide minimum 13 SEER (Seasonal Energy a4i Non - Compliant Outside each separate high efficacy lamps. slee Ing area in the Irl 4immediateof IIV��I�I ��ul. `I 7. Provide NI HVAC i bedrooms. 3. On each equipment sizing additionalthe story of calculations.dwelling, including Heating and cooling N? basements and habitable . equipment shaltM. sized attics but not including accordance #.:. # Manual S based on building uninhabitable attics. In loads calculated in i ! V accordance f Manual J or other approved stab, (G24iS.i.4) calculation methodologies, fttio3.6)#alarm for gaspiping# kitchen Duct systems serving installed on the upper level heating,8. cooling and M.. the ventilation equipment shall adjacent lower level I be installed in accordance provided thatV with " provisions ofthis level is section # ACCAstorybelow I upper D or otherapproved level. (R 14 4. Show and label .., 3 2 uM�w41. � Provide low flow 7. Provide minimum 75% Non - Compliant high efficacy lamps. 111 I I'll IIIIIPpi .IGS .I # • # IIV��I�I ��ul. `I :to. Supply and return ducts # II Illilk :.;I.IkIITII{; shall be insulated to .floor # .. minimum R-8 Du in he demonstrated by a passing trusses siiall r insulated # «. k # requirements. B@'A�pl�l�l �OVIII p ; A h� I IPIp�( i ! � II, f Electrical Plan (18C 3.o7.2).under stab, (G24iS.i.4) 2. Provide noted plan showing,all required for gaspiping# kitchen receptacles, light fixtures, islan as cook top. switches, exhaust fans,k M # # smoke u Iii AI : I� Ilwl � inimum gnu 1� ilp ;� Y �..: R 3. Provide notes and iwl�llll° symbols.P... 4. Show and label .., 3 2 uM�w41. � Provide low flow required receptacles.## 171 lll Provide roofIU�ill II P . 5. ow andlabel over-flow/scuppers. �required AFCt circuits. I t, •# �'�IiIl01lIV�I� ,. injwaf 6. In areas specified in i heaters shall be installed Section .# x l ' with a drain pan and drain 15- and 2o-arn per iL line. e# receptacles shall listed tamper-resistant #' :# 7. Provide minimum 75% Non - Compliant high efficacy lamps. (Niio4.i).°!I CompleteIU lIe return 1 aIS ELECTRICAL PLANS-RESck or equal report. ` 8. # . labelcompliance IM all be VVP/DP lighting fixtures as demonstrated by a passing SUITABLE FO� WET r )NS•" DAMP• •l�lnuur2. Comply m I# th gip# requirements. !a# I.! �! u W #Wlffi mly Compliant Non - Compliant 4• At least one the ostat shall be provided for each separate heating and cooling system. (N!!23,i) 5. A minimum of 75 percent of the lamps in Permanently installed lighting fixtures shall be high -efficacy lamps or a minimum of 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy tam s. (Nsi ..$). 6. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces, All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.o efnL.. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. (Nn a )• 7. The building shall be provided with ventilation that meets the requirements of Section M1507 or with other approved means of ventilation, Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating, (Niio3.5). ENERGY REQUIREMENTS N/A Compliant Non - (Cont.): Compliant 8. The building or dwelling unit shalt be tested and verified as having an air t leakage rate of not exceeding 5 air changes per hour. Testing shall be conducted with a blower door at a pressure of o.2 Inches w.g. (5o Pascal's).. Fsystems Testing shall be conducted Z by an approved third party, W (BPI or RESNET certified). W A written report of the pC results of the test shall be signed by the party conducting the test and Ck provided to the building official. Testing shall be performed at any time after W creation of all penetrations of the building thermal envelo ae. (N1102..1=2). g.. Ducts, air handlers, and boxes shall be sealed. infilter Z >. W Joints and seams shall comply with Section 0 M16oi.4.1. Provide Duet W tightness testing Wconducted by an approved C$ third party testing agency W (BPI or RESNET certified) and the signed written results shall be submitted to the Code Official prior to the Building Final. (N103:2.2). Duatightness shall be verified by either of the following. a. Post -construction test. Total leakage shall be less than or equal to 4 rfm per too square feet of conditioned floor area when tested at a pressure differential of o.x inches w.g. (a5 Pa) across the entire system, including the manufacturer's air handler enclosure. All register boots shall be taped or otherwise sealed during the test. Mx6ox.rr b. Rough -in test- Total leakage shall be less than or equal to 4 cfm per too ft2 of conditioned floor area when tested at a pressure differential of o.x inches w.g, (25 Pa) across the system, Including the manufacturer's air handler enclosure, All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 chit per ion square feet of conditioned floor area,Nsao ,2.2 io. Supply and return ducts shall be insulated to a minimum R•8. Ducts in floor trusses shall be t insulated to minimum R-6. i,i. Provide Minimum R-3 insulation on hot water pipes. (Ns.io . ). sz. Circulating hot water Fsystems shall be provided Z when the length of hot W water piping or tubing from W the source of hot water to pC the furthest fixture exceeds 21 feet for a 3A inch line, 32 feet for a 518 inch line, 43 Ck feet for a inch line and 50 feet for a 318 or less inch line. When the hot water W distribution system contains more than one pipe or tube size, the largest size shall be used for determining the maximum allowable length before a circulating hot water system is required. The circulating system shall be equipped with an automatic or readily accessible manual on switch and a temperature sensor activated smut -off that can automatically turn off the hat -water circulating pump when the set temperature is reached. For the purpose of this section, the source of hot water shall be considered to be a water heater, boiler, circulation loop piping, distribution manifold or heat -traced piping. (N3,103.4,1). or to the mean height level between eaves and ridge for a gable, hip, gambrel or other roof (see Figure 26-123, 1 at the end of this section). The height of a stepped or terraced building is the maximum height of any segment of the building, The building height limitations established herein shall not apply to the following: church steeples, silos, decorative domes and cupolas not used for human occupancy or any commercial, business or industrial use, nor to windmills, chimneys, ventilations, transmission towers, solar heating and cooling devices, or necessary mechanical appurtenances normally carried above the roofline. ===== NORM Quail Hollow Patio Homes c/o Creekside Communities 6143 South Willow Drive, Suite 30 Greenwood Village, Colorado 801 1 Subject: Soils and Foundation Summary Letter Quail Hollow Subdivision Lot 5 Wheat Ridge, Colorado Project No. DN46,126-120 I HOME BUYER ADVISORY Expansive soils and shallow groundorater are present at this subdivision; this results in a geologic hazard, This letter describes subsurface conditions on this lot more specifically. Prospective home buyers are strongly advised to read this letter and the referenced documents. If you do not understand the risk(s) associated with the hazard and the important role you must accept to manage and mitigate the risk(s), we recommend you contact a competent geotechnical (soils) engineer for advice. CTL I Thompson, Inc. performed a Soils and Foundation Investigation for 12 lots within Quail Hollow Subdivision (Project No. DN46,126-120,- report dated June 23, 2014). This letter presents a summary of our findings and recommendations for the subject lot. The report referenced above should be reviewed for foundation design. Colorado is a challenging location to practice geotechnical engineering. The mate is relatively dry and the near -surface soils are typically dry and comparatively stiff. These soils and related sedimentary bedrock formations tend to react to changes in moisture conditions, Some of the soils swell as they increase in moisture and are referred to as expansive soils. Other soils can compress significantly upon wetting and are identified as collapsing soils. Most of the land available for development east of the Front Range is underlain by expansive clay and/or claystone bedrock near the surface. The soils that exhibit collapse are more likely West of the continental divide; however, both types of soils occur throughout the state. Covering the ground with houses, streets, driveways, patios, etc., coupled with landscape irrigation and changing drainage patterns, leads to an increase in subsurface moisture conditions. As a result, some soil movement is inevitable. It is critical that all recommendations in the referenced report are followed to increase the chances that foundations and concrete slabs -on -grade will perform satisfactorily. After construction, homeowners must assume responsibility for maintaining the structure and use appro- priate practices regarding drainage and landscaping. in summary, the soils encountered in the boring on this lot consisted of 16 feet of sandy clay underlain by clayey sand to the maximum depth explored of 25 feet, Groundwater was encountered at a depth of 6,2 feet. The clayey soils and bedrock are expansive. Use of footings is recommended after sub -excavation, A slab -on -grade concrete basement floor can be used provided risk of movement and cracking is acceptable. Further details are described in following paragraphs, 1971 West I P Avenue I Denver, Colorado 80204 1 Telephone: 303-825-0777 Fax: 303-826-4262 We identified two primary geotechnical concerns in this study including shallow groundwater and expansive soil and bedrock. We believe these hazards can be mitigat- ed, but not eliminated by careful design, construction, and maintenance procedures, Groundwater was encountered 2A to 7,0 feet below existing grades in our bor- ings. We recommend at least 3 feet of separation between basement level foundations and groundwater. Imported fill will be necessary to raise the site for basements. Laboratory tests were performed on samples from this and nearby lots, Samples from this lot swelled 6.7 percent. Based upon results of laboratory tests and other factors, we judge there is low risk of poor basement slab performance for this lot. Exhibit A provides a discussion of slab performance risk evaluation, as well as slab installation and maintenance recommendations. We performed calculations of potential heave due to expansive soils as part of our study. The calculations indicate the ground surface on low after sub -excavation, It is not certain this movement will occur. If homebuyers cannot tolerate movement of a slab -on -grade basement floor, they should select a lot where a structurally supported floor will be constructed. Considering the subsurface conditions at this lot, we recommend construction of the proposed residence on a footing foundation after sub -excavation, Footings should be designed for a maximum allowable soil pressure of 1,500 psf. Footings should be at least 16 inches in width, Column pads should be at least 20 inches square. Exterior footings should be protected from frost action With at least 3 feet of cover. It is sometimes necessary to alter the foundation design based on conditions exposed during construction, The buyer can discuss the changes, if any, with the builder. Basement and/or foundation walls and grade beams that extend below grade should be designed for lateral earth pressures where backfill is not present to about the same extent on both sides of the wall. Our experience suggests basement walls can deflect or rotate slightly under normal design loads and that this deflection typically does IIIIIIpgpii��1111111qpi iigiii��!pi 1111111111111111 1111111 1 ip� IIII III1111�1111 III QUAIL HOLLOW PATIO HOMES QUAIL HOLLOW SUBDIVISION 2 LOT 5 CTL t T PROJECT NO, DN46,126-120 e not i design walls on this lot using an equivalent fluid density of at least 60 pounds per cubic foot, This value assumes slight deflectionoccur, generally percent of the wall height. Some! a of the walls may occur. A drain is recommended around the entire perimeter of the lowest excavation area for !• ! to a drain system, at least 4 inches of gravel should be placed below basement slabs. We recommend a vapor retarder be installed between the gravel and slab, The drain should lead to a positive gravity outlet or to a sump where water can be removed with a pump. The provision of the drain will not eliminate slab movement or prevent moist conditions in crawl spaces. The pump must be maintained by the homeowner. Proper design, construction and maintenance of surface drainage are critical to the satisfactory performance of it ♦a•slabs-on-grade,." • other improvements. Landscaping and irrigation practices will also affect performance, Exhibit B contains our recommendations for surface drainage, irrigation, and maintenance. � � * ., ,. �. .. *` • i • "` ilk M • "" • • il' • # CTL I TNI QUAIL HOLLOW PATIO HOMES QUAIL HOLLOW SUBDIVISION LOT b CTL I T PROJECT NO. Dx#46„126-120 Quail • . Patio Homes Communitiesc/o Creekside 6143 •uth Willow Drive, Suite 30 Greenwood Villaae. Color24DF-M-t Subject: Soils and Foundation Summary Letter (wail Hollow Subdivision Lot Wheat Ridge, Colorado Project No.DN46,126-120 A MME BUYER ADVISORY Expansive soils and shallow groundwater are present at this subdivision, this results in a geologic hazard. This letter describes subsurface conditions on this tat more specifically. Prospective home buyers are strongly advised to react this letter and the referenced documents, If you do not understand the risk(s) associated with the hazard and the important role you must accept to manage and mitigate the rislc(s), we recommend you contact a competent geotechnical (scalls) engineer for advice, letterCTL I Thompson, Inc. performed a Soils and Foundation Investigation for 12 lots within Quail Hollow Subdivision (Project No. DN46,126-120,* report dated June 23, 2014). This presents a summary of our tr and recommendations for subject lot. The report referenced above should be reviewed for foundation design, +r • o ��, • a • � rw� • moistureCovering the ground with houses, streets, driveways, patios, etc., coupled with landscape irrigation and changing drainage patterns, leads to an increase in subsurface conditions. , It is critical that all recommendations in the referenced report are followed to increase the chances that foundations and concrete slabs -on -grade will perform satisfactorily. After construction, appro- priate practices regarding drainage and landscaping. soilsIn summary, the o -• in the boring on • of • feet of sandy clay underlain by clayey sand to the maximum depth explored of 25 feet. Groundwater was encountered at a depth of 6.2 feet. The clayey soils and bedrock are expansive. Use of footings recommended after sub-excavation..slab-on-grade concrete basement floor can be used provided risk of movement and cracking is acceptable. Further details are described in following paragraphs. 1971 West ,l th Avenue i Denver, Colorado 80204 1 Telephone: 303-825-0777 Fax. 303.826-4262 Ll IN 11111IMM""14 and includes recommendations for care and maintenance of homes constructed on expansive soils. Colorado Geological Survey Specialsn 43' was designed to p •information. Laboratory tests were performed on samples from this and nearby lots. Samples from this lot swelled 6.7 percent. Based upon results of laboratory tests and other factors, we judge there is low risk of poor basement slab performance for this lot. Exhibit A provides a discussio• performance risk evaluati•installation and maintenance recommendations. We performed calculations of potential heave due to expansive soils as part of our study. The calculations indicate the ground surface on o after sub -excavation, It is not certain this movement, cannots e , ,. movement of err • ad- basement floor,they ♦ d select• where . structurally supporteds• be constructed, Considering the subsurface conditions at this lot, we recommend construction of the proposed residence on a footing foundation after sub -excavation. Footings should be designed for a maximum allowable soil pressure of 1,500 psf. Footings should be at least 16 inches in width. Column pads should be at least 20 inches square. Exterior footings should be protected from frost action with at least 3 feet of cover. It is sometimes necessary to after the foundation design based on conditions exposed during construction. The buyer candiscuss the changes,the builder. - QUAIL HOLLOW PATIO HOMES QUART HOLLOW SUBDIV00N LOT 5 CTL j T PROJECT NO, DN46,126-120 10 not affect the structural integrity of the walls, We recommend design of the basement walls on this lot using an equivalent fluid density of at least 60 pounds per cubic foot. This value assumes slight deflection of the wall can occur, generally less than 0.5 to I ,.#,ercent of the wall height, Some minor cracking of the walls may occur, A drain is recommended around the entire perimeter of the lowest excavation area for this residence. In addition to a drain system, at least 4 inches of free -draining gravel should be placed below basement slabs. We recommend a vapor retarder be installed between the gravel and slab. The drain should lead to a positive gravity outlet or to a sump where water can be removed with a pump, The provision of the drain will not eliminate slab movement or prevent moist conditions in crawl spaces. The pump must be maintained by the homeowner. Noffil V '111 1101,211 QUAIL HOLLOW PATIO HOMES QUAIL HOLLOW SUBDIV0ON 3 LOT 5 CTL 6 T PROJECT NO, DN46,126-120 �rr'WCity of SINGLE FAMIL YIDUpLEX ­ f'U B I I C W 0 P KS h 6 at P4 d— 9C B L71LDING PERMIT A PTLICA TION E' W Date: Location: ATTENTION: BUILDING DIVISION I have reviewed the submitted application documents to construct a A located at the above referenced address. Please note the comments checked below.�� 1. Drainage: a. Drainage Letter & Plan required: b. Site drainage/grading plan have been reviewed and are: 2. Public Improvements required & to be completed with project: a. street paving/patching:Yes b, curb & gutter: Yes c. sidewalk: Yes d, Other (specify) Yes For items not constructed, the amount of funds taken in lieu of construction: —Yes No ; refer to stipulations, No — Completed No — Completed No — Completed No — Completed 1 -A/-- Does all existing roadway/alley R.O.W, meet the standards of the City.- -.V/— Yes No If not, what is required? If R.O.W. is required, has the deed been received: Yes No (see Note below) IjOTE: All deeds must be reviewed and approved prior to issuance of the Certificate of Occupancy. 4. - A/L AEPROVED: The Public Works Departluent has reviewed the submitted material and hereby approves this Pe it Application, subject to the stated requirements and/or attached stipulations, Date'�' -5, NOT APPROVED.- The Public Works Department has reviewed the submitted material and does not approve this Permit Application for the stated reason(s): Signatune David F Brossman, PL,S, at 6, Stipulations: 7.AA1 - A Drainage Certification Letter accompanied by As -Built plans from the Engineer -of -Record shall be required prior to the issuance of the Certificate of Occupancy, S. NOTE: ANY DAMAGE TO EXISTING PUBLIC IMPROVEMENTS AS A RESULT OF PROJECT CONSTRUCTION SHALL BE REPAIRED PER ROW CONSTRUCTION PERMIT'PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. "u, tRI:qgc 1T t, t C ° C) le; City of 'heat Ridge Municipal Building 7500 W 29'' Ave, eat Ridge„ CO 80033.8001 . 303 235.2861 F- 303,235,2857 "7 Date. Location of Constructiom or, on., Single Family _. Commercial Multi-Famil n,ent eve I rocess" ... $100.00 (Required fall projects for document processing) ......... .....:... lrt le esi�ne n ex evle dee tl: ct reia txtl- .l � 'evi Fees. Review of existing or minimal technical documents:$200.00 Initial review of technical civil nginceruig documents (dee includes reviews of the lir d 2na submittals) :... ......... ......:..$600.00 Traffic Impact Study Review Fee: (fee includes .reviews of the l" and 2 I submittals): ......... ...:....:ti tlU Trip Generation Study :ReviewFee:,.,., ......... ....::.., ..,......$200.00 & M Manual Review & SMA Recording Fee— ' Racb Application will be reviewed by staff once and returned for changes,------- If Mier review of the second submittal changes have not been made to the civil documents or theTraffic Stud= as requested by staff,, further reviews of the Application will be subject to the following Resubmittal pees: Resubmittal Fees: 3rd submittal ( initial review fee):....,... 4th submittal (full initial review fee),- ..... ....... ........ $600.00 All subsequent submittals ......... ......... ......... $600.00 (Full initial review fee) M(due at time, of Bnil t: ()F UqpROVEMENTS W, RIGHT-OF-WAY. 'a "THIN Pt M, tPitlg#"..aoj> ,ttev 12,112 W f q,1 if(" WORKS g City of Wheat Ridge Municipal Building 7500 W. 29* Ave, (Wheat Binge, CO 80033-8001 P: 301235186l f". 303.235.2857 NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED: —J27'� ADDRESS: Dear Contractor: In conjunction with the approval of the building permit application for the above referenced address, this letter is to inform you that all existing public improvements located along the frontage of said address shall be restored, (if damaged from related construction to an acceptable condition, as determined by City of Wheat Midge Public Works Department, and prior to the issuance of Certificate ofOccupancy. Prior to any construction commencing, the City's representative will conduct an onsite inspection to determine the existing condition(s) of the public improvements at this address, If you have any questions, please contact me at 343.235.2864, Sincerely, David F. Brossman, P1,Ss Development Review Engineer C: Fits Rev 2108 rug► � , Electrical Contractor Company e. t f Phone`- State License Master Signature of Authorized Agent Date Comp Name: ' dune #: Stag License #: ate Wheat Ridge License#: Signature o Authorized Agent mate WheatCompany Name: Ridge License #- e AuthorizedSignature of Agent PE ACEMENT PLAN h .sloe j ta.wan4. Do— ....... o—... .. ..w.,. A,- Mu'Ov Addeax SAu24mY: ARAn k P'q. <'j sc: ?tistt<w M.A D. _. _ �...........� �... ............ _...�. w_. ..� "}d3.t LAYC`JT I$ If* Sa F, ,><' Aa Vm F'ODICA't'ILSk OF TAUSS5 AND Y£is ESS ALL, PRE YTUUS AOC TD LMAL 0%OTRER 'svtisd $,AYOVT e KVIE, W AND AVfrY:OM ah TRES LAYOUT MUST V WCPYM aFFOOF A 3" 0(0`4 '4 w Sit AS -D n TI,RS IS A s1 US A A"8MEWT UTA"AM ONLY, Thm fwa, ave dsAoNSd a *4 wdw hww" —W—u n DA 111—F. -I'd .'r 1.. Mtabdmd ds..rr mi roa VA"t.aewn of to. A.'W" d¢s+gnar_ s M,,W— d.',A v,rarrc far maeh t -A &AV 'k-'fmd my th, p<,l—t d"AA 9 TSt tw'W'04 BaAapw.`.n" -x¢aM'bk Par rsmp -y Am prmmea+a.: t iaraaisaf aa' n m if 14 fbof sa I'd tm^ tfr 9 w t ee aha dit r of rha Emaxx..&V",r j­o­ m%4" 4w9 : Msanaa, wilts "'d'.W...a 14 ewxycn *e as, s' 'o. twsa47dN k"'g Nr. F'ae ANA-' d¢,Aj— n 9"q" k.—" caa '� f^a� of A -d erara a ImWl a t.'mm fAl T KS lmat;,Nft, 8Y f't'hvffsve D— MD1, wa. "M3 53179. DrJ Engineering, LLC (FKA: 00 Consulting, LLC) 4 R # Re: QH_pl nIA f1 i t Tek 20t20 7 pian l Quail Hollow The Truss Design Drawingl(s) (TDD[sj) referenced have beenprepared based on the construction documents (also referred to at times as "Structural Engineering Documents") provided by the Building Designer indicating the nature and character of the work. The design criteria therein have been transferred to DrJ Engineering (DrJ) by Pro Build, These TDDs (also referred to at times as "Structural Delegated Engineering Documents") are specialty structural component designs and may be part of the project's deferred or phased submittals. As a Truss Design Engineer (i.e., Specialty Engineer), the seat here and on any TDD represents an acceptance, of professional engineering responsibility for the design of the single Truss depicted on the TDD only. The Building Designer is responsible for and shall coordinate and review the TDI)s for compatibility with their written engineering requirements, Please review all TDDs and all related notes. Pages or sheets covered by this seal: 1940 290 thru 19406313 My license renewal date for the state of Colorado is October 31, 201 . Important Notice: Each TDD uses Metal Connector Mate (MCP) design values published by MCP manufacturers. Any referenced connectors use design values published by the connector manufacturer or the American Wood Council per the National Design Specification (NDS) for Wood Construction. The TDD further uses lumber design values published by the applicable lumber rules -writing agency as approved by the American Lumber Standards Committee. These are incorporated Into lumber design provisions and equations created by the American Wood Council and input into modeling and analysis TDD software created and awned ky the MCP manufacturers. The lumber design valines correspond with the grade stamp identified by the Truss Manufacturer on the lumber prior to cross cutting, The lumber grading rules published by the rules -writing agency shall apply to the Owner, Building Designer and Contractor. All capitalized terms are as defined in A iS1r Pl 1 1, the National Design Standard for Metal Plate Connected Wood "T"russ Construction (TPI 1). March 3,2015 Ryan Dexter., P.E. The design assumptions, loading conditions, suitability and use of this set of Truss designs for any Building is the, responsibility of the Owner, the Owner's authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TRI I The approval of the TDD and any field use of the Truss, including handling, storage, bracinp Copyriaht 2014Enaineerina.Reoroduction of this d �trttds [I loss type itihy jFly y plan i Quart Healed ,RNfAQF1 Al Floor 14 e d9 290 Jtlb Refeue .�i?�� _ 7.600s0cf 323141ohaklndustrses.lnc Nionaaar021230:172015 Pagel ID:KW6Pt18Yuv_FaJC45DpYnNxYj,19-_iyd db V7gE9iOgz #nCPic mlSTAe,18 bzeyp 0.3-0 _ = 4 Scale IVA STRONGBACKS REQUIRED. SEE NOTE 8, 3x4 24 =.= rise = 06 :::= 30 -= 3.wi -:: 3r6 FP -:.-" 3x4 -= 4x6 4X6 , 28 27 26 25 24 23 22 21 20 19 arta '_.- 4x8 -. 4X8 =:- 3xlOMT20HSFP -= 316 =;: 08 ::= Area ="r 06 3X8 = Us :::;- 30 FORCES. (to) - Max, Comp,/Max. Ten, Ail forces 250 (to) or less except when shown, TORCHORD 2 -3 -3737/0,34 --373710,4-5--6218/0 5-6-6227/0,6-7=-7752/0,7-8--775210, BOTCHORD t« t 17121, 24-25=018102, 23-24-0/8102, 22-23=018095, 21-22-0/7091, • a WEBS 17-19--238310, 2-28-2435/0 17-20=0/2002, 4-27--165710,15-21=0/1353,4-26=Otl341,13-21=-1075/06-26--106210,13-22--0/770, 6-25-01758, t NOTES- 1) rotation 2) All plates are MT20 plates unless otherwise indicated, 3) All plates are 2x4 MT20 unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree 5) Provide mechanical connection (by others) of truss to bearing plate at joint($) 28, 19 6) This truss is designed in accordance with the 2012 International0R802.102 and referenced standard ANSIfTlai 1. 7) "Semi-rigid pdchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss, ') Required 2x6 strongbacks, on edge, t.:. `k at 10-0-0to each truss with 3-10d (0,131'X 3") nails. Strongbackstobe attached to walls at their outer ends or restrained by other mean& 9) Due to span to depth ratior objectionable ♦ deflection,a consider providing means to dampen possible floor vibration, WARNING, - Piene thwoughly, review the "C ustamef s Acamovilsodglinavil of Prams# Stworod Terms of Manufactured Pr is" farm HerrZtyp deism paramasara and read nates an iiia Ruta Destin Orwessr ITDoi and the OaJ Refennim, Shxet tutu 11.14) before use.U.. other ae stated an the. TDO, early Mnek cannedor reafas she# be used far this7Wd da ba M Asa Tames Dextget Engineer (.,e.. SpearaVty Engineer!,. the seat an atop TOP represents an accogrCan of the pratssr anal erearou ging responsida ity far the design of the weigh, Time defacied on the Too stay, under T Pi 1 The desa5in ayhyro barns, feeconditions,auaabitlit arrd use of rtes Teuss far an £+tad is khe sea of €fir r, ror (kwnar'a aukhorded agent ar the sulk# il� er, m the context of the 4RC the tae. €he!scat ng code and Pi 't The a}a need of the Too and any dread cram c4 the in Trgusa, dndaxirx tur ins,. storage, yeara and teradl a, shaar be she eeepsrml6itsy st fie Suadi� Designer and Cour aide, As mates suet me n the TOO and the BBB gzpeaches and gus9elmas afi ysi Component Safety WomeaSion jscs efyrd ey TPi and SSCA are reerreneed for genera) guidance. TPR 7 d a the rad ktis and duties at Me Three Designer Texts esxyn E:.rgmeer and Truce Manufactwer, unless otherwise defined by a onlrad siphon upon in shimg by as parties involved. The Tease Desigo E er is NOT the Believe Orsainer ar Tmir System Engineer for any failuresAil cripeabaed toms ase as charred Err TPS k �t Jr. Copyright 0 2014 Proaudd-Urn E+tgareaTeg, LLC, ch.$) Reproduction of this document, rn any form, w Promoted wMmoui neaten mimession from Proarel #-00, +iJEWGLC 11.4.8 12.6.8 ,-.. -- . a � 9-9-0 1.4.120-22 Psi 12 y1D 1 LOADING last) SPACING 2-0-0 GSI DEEL in (too) ILdefl Ud PLATES GRIP TOLL 40,0 Plate Grip DOL 1.00 TC 0.19 Verhf-L) -0.44 23 >681 480 MT20 997/144 TCDL 10.0 Lumber DOL. 100 BC 0.41 Vert(TL) -0.69 23 >436 360 MT20HS 146!108 BCL.L 0,0 Rep Stress Iner YES I 0,14 Horz(TL) 0,09 19 tots told BCDL E0 Code tRC2012JTP12007 (Matrix) Weight 234 Ib FT = O%F O%E LUMBER- BRACING - TOP CHORD 2x4 SPF 240OF 2.0E{flat) TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc puffins, except BOT CHORD 2x4 SPF 2400E 2.OE(ftat) end verticals. BS 2x4 SPF No.2(flal) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, FORCES. (to) - Max, Comp,/Max. Ten, Ail forces 250 (to) or less except when shown, TORCHORD 2 -3 -3737/0,34 --373710,4-5--6218/0 5-6-6227/0,6-7=-7752/0,7-8--775210, BOTCHORD t« t 17121, 24-25=018102, 23-24-0/8102, 22-23=018095, 21-22-0/7091, • a WEBS 17-19--238310, 2-28-2435/0 17-20=0/2002, 4-27--165710,15-21=0/1353,4-26=Otl341,13-21=-1075/06-26--106210,13-22--0/770, 6-25-01758, t NOTES- 1) rotation 2) All plates are MT20 plates unless otherwise indicated, 3) All plates are 2x4 MT20 unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree 5) Provide mechanical connection (by others) of truss to bearing plate at joint($) 28, 19 6) This truss is designed in accordance with the 2012 International0R802.102 and referenced standard ANSIfTlai 1. 7) "Semi-rigid pdchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss, ') Required 2x6 strongbacks, on edge, t.:. `k at 10-0-0to each truss with 3-10d (0,131'X 3") nails. Strongbackstobe attached to walls at their outer ends or restrained by other mean& 9) Due to span to depth ratior objectionable ♦ deflection,a consider providing means to dampen possible floor vibration, WARNING, - Piene thwoughly, review the "C ustamef s Acamovilsodglinavil of Prams# Stworod Terms of Manufactured Pr is" farm HerrZtyp deism paramasara and read nates an iiia Ruta Destin Orwessr ITDoi and the OaJ Refennim, Shxet tutu 11.14) before use.U.. other ae stated an the. TDO, early Mnek cannedor reafas she# be used far this7Wd da ba M Asa Tames Dextget Engineer (.,e.. SpearaVty Engineer!,. the seat an atop TOP represents an accogrCan of the pratssr anal erearou ging responsida ity far the design of the weigh, Time defacied on the Too stay, under T Pi 1 The desa5in ayhyro barns, feeconditions,auaabitlit arrd use of rtes Teuss far an £+tad is khe sea of €fir r, ror (kwnar'a aukhorded agent ar the sulk# il� er, m the context of the 4RC the tae. €he!scat ng code and Pi 't The a}a need of the Too and any dread cram c4 the in Trgusa, dndaxirx tur ins,. storage, yeara and teradl a, shaar be she eeepsrml6itsy st fie Suadi� Designer and Cour aide, As mates suet me n the TOO and the BBB gzpeaches and gus9elmas afi ysi Component Safety WomeaSion jscs efyrd ey TPi and SSCA are reerreneed for genera) guidance. TPR 7 d a the rad ktis and duties at Me Three Designer Texts esxyn E:.rgmeer and Truce Manufactwer, unless otherwise defined by a onlrad siphon upon in shimg by as parties involved. The Tease Desigo E er is NOT the Believe Orsainer ar Tmir System Engineer for any failuresAil cripeabaed toms ase as charred Err TPS k �t Jr. Copyright 0 2014 Proaudd-Urn E+tgareaTeg, LLC, ch.$) Reproduction of this document, rn any form, w Promoted wMmoui neaten mimession from Proarel #-00, +iJEWGLC 0-118 l.j Xot 122,3 W N 1X3 I US 2 14 11 1X3 f1 3x4 3 4 5 lX3 ft 30 6's 6 7 a see -'- 30 = 3A = We -"- IX3 11 — --------- — - - ----- - t1 0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loci Udell Lrd TCLL 40,0 Plate Grip DOL 1.00 TC 0,34 Vert(LL) -0,10 10-11 >999 480 TCDL 10,0 Lumber DOL 1.00 BC 0Z3 Vert(TL) -0,17 12-13 >857 360 8CLL 0,0 Rep Stress mrr YES WB 0,42 Horz(TL) 0.01 8 We n/a BCDL 5,0 Code IRC2012fTP12007 (R alrrx) LUMBER- BRACING - TOP CHORD 2x4 SPF No.2(ftat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SPF No.2(flat) end verticals. VVEGS 2x4 SPF No,2(flat) BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing, REACTIONS, (blirsize) 13=68010-3-0 (min, 0-1-8),8=68610-3-0 (min, 0-1-8) FORCES. (to) - Max, CompJMax, Ten, - Ali forces 250 (to) or less except when shown. TOP CHORD 2 -3 -203610,3 -4-203610,4-5--203610,5-6=-1393/0,6-7=-139310,7-8--139710 BOT CHORD 12-13=011382,11-12=0/2036,10-11-012005 WEBS 6-10-011491, 2-13--1485/0,2-12-01734,5-10=-66310,5-11-164/284 NOTES - 1) Unbalanced floor live load$ have been considered for this design, 2) Plates checked (or a plus or minus 0.g.e rotation about its center. 3)'This truss is designed in accordance with the 2012 International Residential Code sections R502,1 1A and R802. 10,2 and referenced standard ANSVTPI 1, 4) "Semi-rigid pitchbreake with fixed haste Member end fixity model was used in the analysis and design of this truss, _1W;TWM - or - be attached to wells at their outer ends or restrained by other means, 6) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0,500in. 7) CAUTiON, Do not erect truss backwards. WARNING, Offers to, Manufarowedprodurm and the Oo Reference Sheet (ttro, 11,14) Wore useUrvess othenow stated on the TDO, only aitFek connaaeAm pdaPes Rn v TDDIstserodda an aeoNtstneeafthe prothohmorre for ft design of the shver Truss dr, surtabdity and me of Vot, Truss for any 0,604n; Is the reshtchusitufty of the 0onne, the Omon's eathIld�yng, or the auw aporoval of the TOO am any fw.M use of the Truss, uutuding, brouffing, Storage materafiso old twastug be the resPontsEaiaity or OmPonerh safety stformadion racsr� pubAshed by TPI and SOCA are referenced for feneW aretrad agreed upon in aoift by ah parties, Insolvad. TI let any borlding. AN captlythred torros ago a defOodur TP{ 1, r NS Too to be Vasa, As a Three Dens hinure V Iro, oPOCURY tnVetat on the TOD oray, under TfN 1, The deraU4 sn"red"" s"adlea"Claus' io the conksh of the RC, the ISC, the ente%ng oodar and Pt I The shading DrurItines add ContneAco AR uses Wt " t. ft TOO and the no cut I deteen the re iafn as and duties of the Truss Designer. Turn sa Dessin Engineer x NOT she SuRdIng cedgrat at Three Steled, EngroOrd Caporghl 02014 PofyWkrfhJ Engnerering, LLC, (DrJ), Rephaltsuion of this dooment, Ur any form is plotstaKed WithotA seften hertanSraeft from P;v&4krQuJ pian f 9th HOPO a 3 d 9 7.600 it 00 3 2414 A ffek Vidirriddes, Inc.. Moo Mar 02 #2.3ent 2015 Page 4 tD3 Pu8Yuv_FzJC4 DpYnN7Y1J9-wQ4O2dxSLSrwXJSY5'?_y2gOiCxBEa4leyolDTzeyF2 STRONGBACKS REQUIRED, SEE NOTE 8. 4x,6 -:-: 3x4 It We 3x4 - 3xfr "-- 3xf8 MT2{ fiS FIn t 2 3 4 5 6 7 9 9 off 39 3837 36 35 3x6 = 3x6 FP k' 5x32 3x#0 -:- 06 3x4 = 4x8 =.. 4x8'= 3x6 FP = 3x4 10 11 12 13 14 15 16 17 tis 39 34 33 32 31 30 29 28 27 26 9.00 = 30 „,:;6x8 = Us FP = 2x6 it 64 ;r-. 4xf = 4XII 3x4 = 5x43 iE 3x9 = 0.98 S to -1:e1.3 4xe 496 20 21 22 23 i$or 2 42 ca 25 24 4x8 --'= 4x6 m. a...._,...,_ __-._ ---------- Plate _--_ Plate Offsets (X,Y)-- (4;0-1-8,Edge1,15:0-1-8,0-0-01, 114:0.1 -$,Edge), (15;0-1.8,Edge), (23:13-1-8,Edge), (24.Edge,0-1-81, (29;0-3-0,0.0-01, (30:0-3-0,Edgd1,136.4-1-8,Edge1, (37:4-1-8 _1 t- :i I4 1 s c-!. LOADING (test)SPACING- 2-0-0 GSI. DEFL. in (loc) tldefl Lid TCLL 40.0 Plate Grip DOL 1,00 TC 0.55 Vertfi-L) -0,40 28.29 >670 480 TCDL 10.0 Lumber DOL 1.00 BC 0:57� Vert(iL) -0.61 28-29 >441 360 SCLL 0-0 Rep Stress Ina YES 0 50 Horz(TL) 0,04 24 nla n1a BCD#. 5,0 Code IRC2012ITP12007 (Matrix) ------ LUMBER- BRA ING- TOP CHORD 2x4 SPF 2400E 2.0E(fiat) TOP CHORD BOTCHORD 2x4 SPF 2400E 2.0E(flah VVEMS 2x4 SPF No.2(flat) BOTCHORD REACTIONS. (lb/size) 0=34310-5.8 (min. 0-1-8), 24=1034/0.5-8 (min. 0-1-8),35=248310-4-0 (min. 0-1-8) Max tlp7ift40=-118(LC 4) Max Grav40-555(LC 3)„ 24=1058(LC 4), 35-2483(LC 1) FORCES. (Ib) - Max Comp./Max. Ten. Ail forces 250 (to) or less except when shown. TDP CHORD 2-3--14391879, 3-4=-14391879,4-5--1127/1583,5-6=-I 12711583, 6-7=014166, 7-6--014166,8-9-0/4166,9-10--53/748, 10-11=-53f748,11-12--275010, 12.13=-2762/0, 13-14=-4837%0, 14-15=-483"710, 15-15=-512513, 16-1 7=-5 7 2410, 17.1 8--5 1 2 510, 18-19=430710, 19-20=-429810, 20-21--273810, 21-22=-273810 BOTCHORD 39-40--38611073, 38-39--1 58311 1 27, 37-38-159311127, 36-3 7--1 58 311 1 27, 35-36--2616773, 34-35--214610, 33-34--11611517, 32-33--11611517, 31-32=013899, 30-31=013899, 29-30-0/4837, 28-29=0/4837, 27-28-0/4829, 26-27=014830, 25-26=013648, 24-25-011532 'BS 8-35=-262/0,2-40=-1 1521418, 6-35--2356/0,2-39=-534/397,6-36=011761, 3-39=-30510, 5-36--44410,4-39=0/1083,4-37=-31210,22-24--1816/0, 9-35=-242210,22-25=0/1449, 9-34=0/2126,20-25--1094/0,11-34=178110,20-26=01790, 11.32-0/1510,18-26=-62210, 13-32W_137310, 18.28=01351, 1;3.3 0-011 3 2 7, 14-30=-29210, 15-28:.-2781795, 15-29--461123 PLATES GRIP MT20 1971144 MT20HS 1481106 fight; 163 to FT = O%F, O%E Structural wood sheathing directly applied or 6-0-0 oc puffins, except end verticals, Rigid Setting directly applied or 6-0-0 oc bracing. NOTES - 1) Unbalanced floor live loads have been considered for this design. 2) Ali plates are MT20 plates unless otherwise indicated. 3) Ali plates are 2x4 MT20 unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 118 Ib uplift at joint 40. 6) This truss is designed in accordance with the 2012 International Residential Code sections 8502.11.4 and 8802.10.2 and referenced standard ANSt/TPi 1. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss, 8) Required 2x6 strongbacks, on edge, spaced at 10-0-0 no and fastened to each truss with 3-10d (0,131'X W) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 9) CAUTION, Do net erect truss backwards. LOAD CASE(S) Standard i WARNING, Phrase thoto ghly review the "Custoreato Acknow'thigen,er i of ProSuald Standard rare* N° sonubotwed P rcxi=W shot. Viorty darriln paeamean, and ream nates on this TWO pus�n.. : iTOt11 and tre Ora Rordmice sheet (rev 11.343 before use:t,intem otheraese stated an the TDD© onty MiTak connachm phone shah be #sed for his Too to to vAfki. As a Truss Sordid, Engineer V e.. 5peXfiy f,.nguaxsvj, the seat on any TOO repreaenot an ameRuancc of the ruahra9lortai enwren,oho res ile tY (ae the dwort of the swrgie Truce deputed on the TOO onth umfar Ten 4 The dwak% ase ionn. eadves; owyakton% surtabftiiy and use co-# than truss am arty fcagw is the res bxky of fhe r, the oerrier`s authorized ort or Ire Beading oesner, to the context of the RC, then too, the tOcaR haildexI wde and TPR 3 The aprxoval of fire TOO any tet/ use of the Ttuss. #racttrm hams V, in"o, instattatee, asst tracadr shoe be the raaponsr#xffiy ®r the auAdfre Designer ae d Contractor.. As roues set o,A in the Too and the prat and gux9esirkos of 8ui&ivag Canpoaeant Safety infosmat# + (SCSI) puasahed by TPR and SBCA are referencedfor geravol th,darrrce on 9 defines the re ass wid duties of the Treses Choodger.. Truax 6srg#rtaer and Tress aatanufactuaer, acnteaa othencnsa d ei e+ard by a Corwact agr upon kt watang try aft W ea Invoked The T.. m Doug. Frioneer is NOT the ishtding Designer or i cues System �a'4Qk1e0, Jr. for any bu aing. Ata capttatuad Mara we as dettned in TPI 1 EWINEWINOac Copyright 0 2014 PreEivrW-Co f Pn /roto ar LLC. (DXJ) Repoo wItion of t€'da document, in arty Lane, is proth !ted Without wr4ton none as M tram PeoeuddofJ, 3.4 11 4x10 :.::: 2.4 11 3x6 = 2x4 If 3x4 "-. 2x4 i£ 3x6 FP -'" 3.6 -:-: 2x4 i1 430 -= 3x4 H 6x9 -,, 6x10 ":.. 3x8 FP5X6 ii 2X6 11 See = Us Fit m We =-. 5x8 = ------- LOADING lest) SPACING- 2.0.0 CSI. DEFL, in (loc) Well Lid PLATES GRIP TCLL. 44.x3 Plate Grip DOL 1.00 TC 0.44 Vert(LL) -0,36 16-17 >670 480 MT20 3971144 T OL 10,0 Lumber COL 1,00 SC 0.41 Vert(TL) -0.57 16-17 >430 360 BOLL 0,0 Rep Stress Iner YES VVB 0 29 Horz(Tt) 0.05 13 n/a raid BCi3L &0 Code IRC2012iTP12007 (Matrix) Weight 111 Ib FT - O°%F 0°%E LUMBER SRACINGx TOP CHORD 2x4 SPF 2400E 2.OE(tiat) TOPCHORD Structural wood sheathing directly applied or 6-0.0 of; purlins, except BOT CHORD 2x4 SPF 240OF 2.0E(flat) end verticals. WEBS 2x4 SPF No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 21=1121/0-5-8 (min, 0-1-8),13=112110-3-4 (min, 0-1-8) FORCES. (Ib) - Max, Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-373010, 3-4--374610, 4- =-5681/0, -6=-568110, 6.7: _550310, 7.8=-560310.8-9--5603/4. 9-10-_3762!0, 10-11-3745/0 BOT CHORD 20-21«012183, 19-20=0!4956, 1 8-1 9-0149 56, 17.18=0!5681, 16-17=015689, 1 -16=014932, 1 4-1 5-0149 32„ 13-14=0/2992 VVESS 11-13=-2413/0„ 2-21=-2404/0, 11-14.0/1734, 2-20-011 72 6, 9-14=-3286%0, 4-20--132910, 9-1 6-017 4 3, 4.18=011037, 6-16-656/407, 6-17--2941140 NOTES - 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss is designed in accordance with the 2012 International Residential Cade sections 8502.11.1 and 8802.10,2 and referenced standard ANSI/TPI 1. 4) "Serol -rigid pltchbreaks with fixed heels" Member end fixity model was used in the analysts and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10.0.0 oc and fastened to each truss with 3-304 (0.131" X 3") nails, Strongbacks to be attached to walls at their outer ends or restrained by other means. s r s ^A~r�F.3""" wARMfNS . Plans thororthty redrew the "Customer's Acktroethedgernate of P rOAAW IfUmdard Term he tdanuradwed leoduoW form vkaaapn paramu4.era anal read nates on this /rods D idrawsrg (TDOandthe Or t Fdefterence sheet (rev, t 1.14) Gefara usa.ilroia#as ertha stated oro the Tot?, on8g A4iTek CarvtkLtdr plates shalE G+ used H.0 thts R"CH.7 to Gat vat«#, Asa Truass Destgn 6rsg%rreer (?.e.. Spectaby Entitneerf the semi on any TOD rooetafft an accepstow of the professimW argmtorAmf responfobivy, Its the n of the statgOe Truss deprsted on the Too arae, under TPI t The d n assumptitrrcs toad cxsndifrans. suiiab#fty arra use of MS Truss for My Imes as is the ras GrRy oR the S, the R s a awLred agent or the auex}irn�gg Clay ria#. to the wnhod of me RC, the iLiC� Ohs coca[ bvr88teag coda any TP[ T The approvat or the TDD acrd any held use of tGa rtes, ittc4ucNrtg ha .storage, M•stayaGon end #racing, shay tza the res rnsiGaFrty o the au oftow arm Contractor. Aft motes =cod. @n the TCD and the ��rraacfces and guadehnes est auOdstg CumponthA safety fntrmat6on (SCSI) Mo4shed by TPP arca SeCA are refer" dos gattera# gyu##anaar TPI 1 defines the msponsa ttes and efA hs of the There Dosfgne{, Tna fe G7esrgre EngFnaer and Truax G3anuraduoho woe" otha e donmet too Contract agreed capon aro wffrdng by alt Fettles irxro#ved. The Trubt Oftign E em I% NOT the Suddmit oeskrner or Trees System Erseneer, for any bUefing. As Capitaeiixed terata are as dashed in TPI 1. Coptostir 0 2014 ProauSlk -00 Erip±neerme, LLC. (Oen). Reproduction of this document, in any form. is probeded e thout written pnrmtssacn hoof F **sod 90d. I rus9 i ruse i yea I Qty €'ry� p€an 8 Quiet Halide 1905294 ADF1 lrt2 Floor 5 f 7 See s Oct 3 2014 Miro& industries, inc. Moir Mar 02 12:36'21 2015 Page i It3:KVYpy6Pu✓3Ytv_,FxJQ45DpYnNzYjJ9-spC8PhfB z7?_9erTfWISiTsui??0gcgiY7'2SGHPfMzeyp0 t. ..._ 57 k.w...._ j. __2 _......_€ 0-k socio -. 1:35.9 3x4 H 2x4 0 2x4 8E 4x10 ;r: 2.4 #I US 2x4 Ii 30 m.: 3x6 FP -:= 3,6 2x4 I•s 4x10 2x4 =- 5xr 6x10 '= 3x6 FP = 6x6 =_=. 6x6 M 34 FP ---. We -= 0x8 = LOADING(psf) SPACING- _ 2-0-0 r_m CSL M DEFL in (foe)F^ Wed tJd PLATES GRIP TC;LL 40.0 Plate Grip DOL 1.00 TC 0.39 Vert(LL) -0.35 15-17 >680 480 1 MT20 1971144 BCLL 0.0 Rep Stress Incr YES 0,25 Vert(TL)0 57 16 17 >433o 360 Weight 112 6b FT °6F OaJaE TCDL 10.0 Lumber DOL 1 00 B 0 5 Horx(TL) 0 0 13 n/Na BGOL 5.0 Cods IRC2012ITPI2007 (Matrix} LUMBER- BRACING - TOP CHORD 2x4 SPF 2400E 10E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 ae purlins, except BOT CHORD 2x4 SPF 240OF 2ZE(flat) end verticals. WEBS 2x4 SPF No,2(Sat) BOT CHORD Rigid ceiling directly applied or 10-0.0 ric bracing. REACTIONS. (Ibfsize) 20-113010-5-8 (min. 0-1-8), 13-112410.5-4 (min, 0-1.8) FORCES. (Ib) - Max. Camp./Max, Ten. - Ali forces 250 (to) or less except when shown. TOP CHORD 2-3--375210, 3-4=-379810, 4-5=-5665%0, 5-6=-5656/0, 6.7=-567010, 7-8=-5670/0, 8-9 —5670/0, 9-10--3800/0, 10-11--378310 BOT CHORD 1 9-20-012 2 1 2. 18-19=0/4994, 17-18=0/4994, 16.17=QfS884, 1 5-1 6=014992, 1 4-1 5=014 392, 1 -14=0/2209 WEBS 1 1-1 3--242710, 2.20-.243510, 11-14-0/1756, -19-011752, 9-14--1310/0, 4.19--1314/0, 9-1 6-0175 1, 4-17=01744 NOTES - 1) Plates checked for a plus or minus 0 degree rotation about its center. 2) This truss is designed in accordance with the 2012 International Residential Code sections R502.1 1A and 8802.10.2 and referenced standard ANSIrrial 1. 3) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 4) Recommend 2x5 strongbacks, on edge, spaced at 10.0-0 oc and fastened to each truss with 3.10d (0.131" X 3") nails Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. 1 wAidtdSP#( - Purace thcaun hYY rze+iew the "Cusherive Ackierwhekerrana of Prtaeuikl Standard Ttmas for Manrziacharea Products" dvYere u a n paaarceeters and read n on this Truss A � Or (TDO) i aro! the ArJ Reference Sheet jus, 11.14) patent use.Uniou oth . a stated on the T= only Malek coanecue roarer shall be w,4 for the, to be vxO As a Truss Design Engineer 0 a., spsciaNy Elpefteeff,. fresher on any TAA rophysents an natar na, oY the professional erg�ntenrag rtapa Yp Rn the deRtpr of the suetha Tauri derjuded On $ht TACE on y Inner Tei 1 The de assumptions, b catsrkaons, surtabedty area use or thus Truss tai any Hooding is the ros rieggy of the r, Use owners aukhortzed agent or the BwWhV Aeslrmr. In firs comaxi of the rrkc, the rise, the Focal bzuidrrpg aro% P7 1 The y approval of the TAA and any field use of the in,aa, ltd haxuiling. storage, k AaHaiwtr ane tare ahak Ike thtk tea 'idilRy a the Shading Deslgner and C4ntnwhn. A4 nates set set in the TACT and the f 4asign Enginetedoes and er and Tons Mas of w adactu . robes nih t eafety rnedion tby a colored pulAshird by TPP and asi er by off parties cedi orutd, TThnotar �e T+ besfgn Enghmeew the NOT the Su DesIgne, or Truss Tom Engineer ince pk° geed trpds in xattl 9 ran ror any CuiReill. A!9 cap4ai¢ad Mens are as earned in TPR 1, NLLC Copirfent 0 2014 frnsld ild-Chi Englr+earing, LLC, tArJ1 Reproduction of this dfunanerd, in any ficon, I% pusetuad sathox vointu fiffirryw0d tram prosold-W, 3.4 GRIP Us FP = 4xS= 3X4 It 410 1 2 3 4 5 6 7 a 9 29 28 27 26 26 24 gas 3X4 4X6 US Flo =410 = 5x12 MMEMEMM i.600 3 Oct 3 2014 Was industries, hoc Mon Mat 02 rZ3@'22 2015 Page fD6PuBYuv-FzJC45DpYnNzYiJ9-L?mWdOfp*70n?2,fDDZhZh$W,10?cRvSCKwlyqozeyp'? US Ms 3x6= Us = 10 11 12 13 14 001MEW 3x4 soot 3X4 3i Is 16 17 18 33.1 23 22 21 20 19 WO 3x4 =-' 400 US 3x10MT20HSFP = LOADING lost) SPACING- 2 C DEFL, in (too) 11del1 Lid TCLL 40,0 Plate Grip DOL 100 T` 0,61 Vert(LL) 432 22-23 >756 480 TCDL 10.0 Lumber DOL 1,00 BC 0 4 Vert(TL) -0.49 22-23 >493 360 BCLL 0.0 Rep Stress tnor YES WB 0 58 Horz(TL) 0.06 19 n/a n/a BCDL 5 0 Code iRC2012/TP12007 (matrix) LUMBER. BRACING. TOPCHORD 2x4 SPF 240OF 2,OE(flat) TOP CHORD BOT CHORD 2x4 SPF 240OF 2,0E(fiat) VVEBS 20 SPF W2(flta) BOT CHORD REACTIONS, (Ith'size) 29=41210-5,-8 (mIn.0-1-8),25=2174/0-4-0 (min, 0-1-8),19-969/0-34 (min. 0-1-8) Max Uplfft29=-35(LC 4) Max Grav29=561 (LC 3), 25-2174(LC 1), 19=991(LC 7) FORCES. (14) - Max. Comp.11tilax, Ten, - All forces 250 pti) or less except when shown. TOP CHORD 2-3--1353/707, 3-4-13531707, 4-5-13531707, 5-6oz-1 3531707, 6-7=012930, 7.8=012926, 8-9=-169010,9-10=-169010, 10-11-3844/0,11-12-38400, 12-13-4285/0, 13-14-428510,14-15-A28510, ISA6-309010,16-17-309010 BOT CHORD 28 -29 -18711084,27 -28=-70711353,26-27--16261423,25-26--1626/423,24-25=-638/0, 23-24-012978, 22-23-014191, 21-22=0/3893, 20-21-013893, 19-20=011806 WEBS 7-25-29210, 2-29-1164/202, 6-25=-1978/0,2-28=-5631291,6-27=011557, 4.27-461/0, 17-19-2011/0, 8-25-254510, 17-20=0/1 438, 8-24=012071, 15-20-90010, 10-24-1513/0, 15-22=101439, 10-23-011041, 12.23=-4"7110 PLATES GRIP MT20 197/144 MT20HS 1481108 Wefight: 123 Its FT = O%F, 00/aE end verticals, Rigid ceiling directly applied or 6-0-0 no bracing, NOTES - 1) Unbalanced floor live foods have been considered for this design, 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 2x4 MT20 unless othervalse indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center, 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 35 lb uplift at joint 29. 6) This truss is designed in accordance with the 2012 International Residential Cod. 02, 10.2 and referenced standard ANSIrTPI 1, 7) "Serrdrygjd pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss, 9,)Reconr,lend2xq,stri,n$kacks,*AzO,iz,s,,faceditIO-1-9 *c aeid ftstemat titeach truss willk'-1-1#4 (0,131'X 3") nails, Sttitailbacks.4 be attached to walls at their outer ends or restrained by other means, 9) CAUTION, Do not erect truss backwards, WARNING - Mena thormatity Mowia the Term tar Manufactured Products" finith V Me a parameens and read Met 00 this Tn= V=" WAVAIV i I Din and the GrJ Reference Shoot nW, It. 14) ;=-11-1-=.1iU1 =0 A&Tek ors-araw buy" she be mad to( =67DO, Ih&* aefid, As a Touss Design Engtootor (io,, S for Eirginter), the seal 0. shy Too rog"Sonts W annerfatmer of am phrresionorhof to, the �02o of the Nave, Truss dooeted on me Too onty, house TPI I The beach assomptled" susatelity and use of thus Truss to, any Swooing x The ragansibUty of the owner, the 0yahnif indlibiz agent no the Reading Cf o€, in the onirtaxt of the Vic, Rustic, the krand b"r. IN`:a,*.1gI.-P1 2, The Tow, , d approyet of the TDD seat any ffirki us* of the ow, mcouding hardifet, storage, ostailythan and brafarov shag be the nanxiesselar o the Buyers Designer and Contintmol, At notes got out to the TOO and the pperacbcas and peWinm of tedaner Conmenera So" Information (SCSIosxse~ by Tell and Seca, are refersionoel NrXmnwt quidarbut, Tot I defines be morroriaAmfies and duties of the Tens Desoqrna. Trues oryonsd by open in wetting by 34 inamn im ad, The Truss nation Engineer Is NOT the Suer ang Designer or Nes System Engehoe t -qv. fir any buioding All caps onood terms are as named m Too 1, 0GINEWINOLLC Copyright 0 2014 Prooftid-DO Engineering, LLC, (DrJr, Reproduce on of eft dominant, no any form, is pr ted Without videw istorrestson town Proffutet-DIJ I 1 russ j 6 runs Type Qty €Ply 3 p+an s Karoo Koflow Ii 19406296 -ANYA'?F1 RC2 i toor 1 t 7,6DO a flet 3 204 Nirrek lndustrles, for, Mon Mar 02 12:30:23 2015 Page i iD: BPuBYuv_FzJC45DpYnNzYiJ9-pBKvgMgR ai H09dsnx4 ?ioglxAPfk Yam Fzeyt 0.1-d S"catle 7.212 1.3 fl fx3 m 34 =-: ix3 fl ix3 $i 30 == US =» 1 2 3 4 30 ;. 5 6 7 12Q12, _ 2 LOADING (psi SPACING- 2-0-0 CSt. DEFL. in (toe) Wed L/d TOLL 40.0 Plate Grip DOL 1.00 TC 0.37 Vert(LL) -0.13 11-12 >999 480 TCDL 10,0 Lumber DOL 1.00 BC 0.62 Vert(TL) 425 11-12 >575 360 BCLL 0.0 Rep Stress tncr YES WB 0,40 florz(TL) 0.02 7 n/a nta BOOL 5,0 Code IRC2012/TPI2007 (Matrix) LUMBER- BRACING - fight 47 ib FT - O%F, O%E TOP CHORD 2x4 SPF N0.2(fiat) TOP CHORD Structural wood Sheathing directly applied or 6-0.0 as purfdns, except BOT CHORD 2x4 SPF No.2(flat) egad verticals. ESS 2x4 SPF No.2(flat) BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. REACTIONS. (tblsize) 12-647/0-3-0 (min. 0-1-8),7=653/0-3-0 (min. 0.1-8) FORCES. (fb) - Max, Cormp./Max, Ten. All farces 250 (tb) or less except when shown. TOP CHORD 2-3=-185910,3-4=-1859/0,4-5=-1309/0,5-6=-1309/0,6-7=-131310 BOT CHORD 11-12=0/1300,10.11-011869, 9A0.0/1859 BS 7-9=011401, 2-12-139710, 5-9--27810,2-11-01686,4-9--704/0 NOTES - 1) Unbalanced floor live loads have been considered for this design, 2) Plates checked for a plus or minus 0 degree rotation about Its center, 3) This truss is designed in accordance with the 2012 International Residential Code sections R502,1 11 and R802, 10.2 and reference standard ANSI/TPi 1, 4) "Semi-rigid Pitchereaks with fixed heels" Member end fixity model was used in the analysis and design ♦.. this truss, y..y * y s be attached to walls at their outer ends or s by other means, 5) Gap between inside of top chord bearing and first diagonal or vert" web shelf not exceed 0.500in, 7) CAUTION, Do not erect truss backwards. ZMEMEKIM w+sRPitnkC Please tM trly revtaw Vee "Customer's Aekn omens of Pr M Statgdard ?cams fae Manufarturad PredaCPs" ferm S+ardesign paranoeoni are read rotas notes trusss u is urawxrrg (3 uvf and the DO steference Sheen (rev 11-14) Donee uso.1,koess otbionase stated a. ft TOO, only M3Tsk connector.owes shat he used an this O D to be "Iff, Asa Ttuas D ' n Engeorr, (ce Slmeaaay Errpateed, the seas on any TOO mixetionts an ac epeorne of the proorrar immiP enginearm; respons far are dosign of the etigte Truss derealrd on the TOO only, ordel Vol t The d as na, baddrtg aarskiElns, sulSetatdty and use of Crus Truss for any ski to the raere'"Its, ty of the r. She Chener's avtPwthazd agent m the f§uikidisa e7a nen, fn Ries mwn#tet of ilio SixG, the laC, the tpoat bt6�code and TPC 1 The appaovat of the TDO and any trek! Use of the TT uss. including handoYiing, a , insta#wifor and braWng shag be Sha responsi iot, aTthe SuMool Dessner Wul Chromatin All amid% set out the TOO and the Pr,tc4fces and gukhaines of Budding cam nt Sawy Pnformabon (scai)) Seed by TPI and SBCA are refemnrad Sur general gukfance TPI 1 deli:tts the YWAtsrs arxt d 1" Of the Truss Designer, Trues 201Y. Daaign Ea ineer and Truss Manufacturer, wiless oiherwxse defined by a Cotraet agreed upaai Sn fitng by at parties r ed. The Truss Design Eng+n ter d NOT the euld ng t)osigner or Tntae System Errgaeeer for any Weirg AU oapki0ged fivois are m donned in TPI 1.. MARMAWtic Copyright 0 2014 Pm8wi &-W Errgineodrti, i.l..G, (Drs. Reprodretaii, 1st this dwrwaent, in any from. is forhaNted ofthout xatten permdsian ham ProSeald�OrJ. if•1�6 1 Qty € Ply plan 1. Quaff H00ow 9469297 -., _ .,.,--------Job Referer� e (gpiCo 7,600s Oct 12014 Waif trafustn4s, the Mon Mar 02 12 30,23 21015 Page t .� ID:KV146Pu8Yuv-,FzJC45DpYnNzYij9,-pBKvqMgRWaFHOgdsnx4w6u?i$qIkARHLYamVAAFzeyr 3x4 :::: 2x4 ?l 2x4 Pt 9x6 U6 FP = 3x4 i! 3x4 3X4 2 3 4 5 5 7 8 9 3x4 4i 10 1 9 Us = 90 = 30 = 34 FP = 304 = 2x4 if 2x4. tl 34 -= -------- 26 t LOADING lost) SPACING- 2.0.00 � CS1, DEFL. In (loc) I/deft Ltd PLATES GRIP TOLL 40,0 Plate Grip DOL 1.00 TCx.46 Vert(LL) -0.15 17-18 >973 480 MT20 1971144 TCDL 10,0 Lumber DOL 1 00 BC 0 63 Vert TQ -018 17-18 >518 360 BCL/ 0.0 Rep Stress Incr YES WB 0.29 1 Horz(TL) 0,03 11 nla nta BCDL 5,0 Code IRC2012rrPI2007 (Matrix) LUMBER- BRACING. TOP CHORD 2x4 SPF No,2(flat) TOP CHORD BOT CHORD 2x4 SPF No.2(ftah `BS 2x4 SPF No.2(flat) BOT CHORD REACTIONS, (Ib/size) 18=619/0-" (m€n, 0-1-8), 11=2321Mechanical, 14=1100/0-4.0 (min. 0-1-8) Max Uptittl I=-2(LC 3) Max Gravl8=626(t.0 10), 11312(LC 7), 14=1100(LC 1) FORCES, (Ib) - Max. Comp./Max. Ten.. - Alf forces 250 (to) or less except when shown, TOP CHORD 2-3=»1734/0, 3-4=-1'13410, 4«5=-1 73410, 5-6«-20/560, 6-7=-20t560, 7-8=-23/556, 8-9--4421144 BOT CHORD 1 7-1 8=011 24 7, 16.17=0/1734, 15-16=0/1025, 14-15=0/1025, 13-14=-144/442, 12-13-1441442,11-12=-144/442 'BS 2-18--134010, 5.14--148810, 2-17=01547, 5-16-01835, 4-16=-26810, 9-11- _4761155„ 8-14--751/0 appliedend verficals, Rigid ceiling directly NOTES - 1) 2) Plates checked for a plus or minus 0 degree rotation about its center, 3) Refer to girderia) for truss to truss connections. 4) Provide mechanical connection (by others) of truss ,bearing plate capable of withstanding 2 to uplift at joint 11 5) This truss is designed in accordance with the 2012 International Residential CodeR802,10,2 and referenced standard ANSVTP1 1, d pitchbreaks with fixedmodelwasused in the analysis and design of this truss, 7) Recommend 2x6 strongbacks, on edge, spaced at 10-G-0 oc and fastened to each truss with 3-10d (OA31" X 3") nails. Strongeacks to be attached to watts at their outer ends or restrained by other means. 8) CAUTION, Do not erect truss backwards. 9,s Weight 68 lb^ FTm O%F O%E March 3,2015 WARNING -Please Please t aro h aemteAw [ho "Custore±ete ACa dgamrtrd of PrOSW I Standard Tenho for MaruAa €koducW torm. Vadl design parsnseaer�s and read »cites on tMs ti teased ur i t carr) and the pr,d Ragoonca SheaR {rev i 5-T4p ktatoro ute.iSniass oti4 stater! on the TDO, is oy Mnek Connector plates shah be fowl he the Do to be Vied, As o Tnen, Damon Erilyneer 0 a, Specxa4y S.ragiraearj, the seat can any Too towesonts an aoceptanoc of the professional er�tea eenwi respo ter hrr khe de of the s§n9te Tr doected on the Too now, TM i The dear assu+?KMons, eading condition$, sunatixty and use of flea Truss for any Brewer S the tcaponseb44y of the Lkmer, the owners awhodxed a# oa the 8 dbo$&tnet, in the ext of the iRC, the Jac, am facet hu `. � why, and TPt 7 The appeoval of the Too and any naafi use of We Truss, dnducdke ha Ma -00, enrskaalatron and kir. Shoe be the raspontfosNy add Sore Bun de'ng Desrixier and Conneovs AN notes set eta In the Too and the pcaWccot a+xf guidmNnet eat SuSidmg Camponant Safety lnIoneahon tacsd) puolhshed by TP! and SHG#are raEtranced for pperrmrat guRc4arroa TFa! 1 dafinaa the rasporascoibUes orad duties of the Truss idestgrt:. Truss iloaign Enginaex ar+d Tn+tx kdanUfaotUtCr, unless athaawtse defined by a Co+Nract agrme6 upon Ns voting 4y as ptntet Involved.. The Truss pms,n Hritxmar' is NOT the Bau7aatg Dmmignaa or Truss SysEeen Engineer rw for any budding AS osist dosed terms we as defined to TPI i Copyright 0 2014 NoSuild-Sir.! En;sneenng, LLC, (Gk9) Refa'oduabon of this doeumnnt, in any foon. es prohltakecd wdhovt wreten parmoatlon them P¢otmatoOIJ. 2X4 2X6 ass 1 2 7,600 s Ort 12014 Urrok Industries, Inz, Mon Mar 02 1210:24 2015 Page I lDiKV46Pu8Yuv-LFzJC4SDpYnNz.Y)Jg-HOtH2itt4GuN70JC2Leb9fSYveDeMvSDUnE,Mthzeyoz SEE STANDARD INDUSTRY TWO PLY FLOOR TRUSS CONNECTION DETAIL FOR PLY TO PLY CONNECTION, OR LOAD IS TO BE EVENLY APPLIED TO BOTH PLIES AS APPLICABLE. special spetua$ stodoif special Special 2X4 3x4 2.4 If 3X4 =-' Special 2A 11 3X6 FP == 3y6 = 2n 11 3 21 4 5 6 22 23 7 24 8 9 10 4xit U4 It 12 3x10 = 400 =' 300 MT20HS Flo = 3306 = 3xl0 = 4.10 = Us = LOADING lost) SPACING- 2;0 CSL DEFL. in (too) Vdefl Life TCLL 40,0 Plate Grip DOL sO 0 TC 0,43 Verti. Li -0.36 15-16 >678 480 TCDL 10.0 Lumber DOL 1,00 BC 0,54 Vert(TL) 456 15-16 >431 360 BCLL 0.0 Rep Stress Incr NO M 044 Herz(TL) 0,08 13 ros We BCDL 5.0 Code IRC 2012/TPI2007 (Main LUMBER- BRACING - TOP CHORD 2x4 SPF 2404F 10E(flat) TOP CHORD BOT CHORD 2X4 SPF 240OF 2,0E( at) WEBS 20 SPF No,2(ffiat) BOT CHORD PLATES GRIP MT20 1971144 MT20HS 148/108 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rod ceiling directly applied or 1"-0 oc bracing, FORCES. (ib) - Max, Comp,/Max. Ten, - All forces 250 (lb) or less except when shown, TOPCHORD 12-13=-38310,2-3=-620010,3-21--620010,4-21�6200/04-5=-945010,5-6=-945010,6-22-9230/0,22-23=-923010 7-23--9230/0,7-24=-9230/0,8-24=-923010,8-9=-923010,9-10--5587/0,10-11--5587/0 SOT CHORD 18 -19 -0/3423,17 -18=018426,16-17=018426,15-16-0/9724,14-15=0/7622,13-14=0/3073 WEBS 11-13--3423/0,2-19=-377910,11-14=012816,2-18-0)3111, 9-14=-2279/0,4-18=-2493/0,9-15=0/1802,4-16-011148 7-15-529/0, 5-16-29310, 6-15-55410, 6-16-334/33 NOTES - 1) Fasten trusses together to act as a single unit as per standard industry detail, or loads are to be evenly applied to all plies, 2) Unbalanced floor live loads have been considered for this desigm 3) All plates are MT20 plates unless otherwise indicated, 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss is designed in accordance with the 2012 International Residential Code sections R502,1 1A and R802,10,2 and referenced standard ANSRTFN 1. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss, be attached to walls at their outer ends or restrained by other means, 6) Harigar(s) or lither cyennofdfi*i� ftvios(s) shMf Ind p rei&l sufficient I# sviditort loytd(s) 196 lb,,(owe fit 2*0 If Them at 6-7-0, 200 to down at 8-7.0,200 Ity down at 10-7-0, and 169 Ity down and 108 lb up at 11-3-8, and 169 lb down and 108 Its up at 12-7-0 on top chord, The design/selection of such connection devicefs) is the responsibility of others. 9) In the LOAD CASE($) section, loads applied to the face of the truss are noted as front (F) or LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber tncrease=1.00, Plate Increase -1.00 Uniform Loads (plh Vert: 13-19=-10, 1-12-100 Concentrated Loads (lb) Vert:12=-294 4= -200(F)5= -200(F) 21-196(F) 22=-200(F)23--169(F)24=-169(F) WARNING - Memo lborofflafter review the "Cuskarth's acknosamfoorent of Pooftwid Standard Term for MSAUTWOKWOO Froduchr" f0dr, W07 ovain paraff'ohils am raw pan an im I Prior —,go --v t an the DQ Reference Shed {rev,I t-14) before utof,Vnfess otherwis, stated an the Too arty Mitek ache points shah be used of *48 the soon on any TODoprosents an acceptance of ft pory"skmai thtledeonog resporWileft for per design of fee smite India defected on the Too only, order Tot 1, The detian anuntrakeet, Wadi" candidate, and use of the, Truss for any Sirlding A the tea poesittky of the Cheney, the 0woof'si alithomed Astor Or and Bufatiry; 086 n =L in the cofted of the �Rc, the Inc, the foots bucibriq code and PI1,The =of the Too " any rude use of the Truss, friditifixt handting, Storage, instafflawn and braiang, shag no the notiantattalsy 0 the shading Designto and Comador, A# rindes set oW in the TDD and in* feedhoa, and gugosetay of tommet Composdod safety njeenchfior, {BCV) pubtooed by TPP and SSCA We tationond RUXnnx onedah", TPI I diffnift Any rount-sRadin and duties of the TmA Desomr, Trus% ronego Engineer and Tons Manufacturer, unten othemefe deened by a Created agreed upon ireey"n 31 Parties sh, ear The Twm riesign Efdosor fs,140T the istestra Designer or runs Sytotion, Entifter for any hooding AN capirdized dome we as deftent in TPI I &GINammoac Copynidd 0 2014 PrcaURdDTJ LLC, mrJt Reprodudian of ihis ducoment in any Corm, 4 prievelted wheat wow permission, It= ProBalki-DaJ. EMINEMMM M33IM32M 7,600S Oct 32014 MiTekfindinArms, kryMon Mar 02 12:X,25 2015 P090 I ID,6Pu8Yuv,fzJC45DpYnNzYjJ9-IoRtF- 20 8V,„eSnEt4M60BJ4BMd3ze0deOuFc07zeyoy 1 144 2 3x4 = 3 3X4 !I specian 11 LOADING (pal) SPAC 2;%0 C61, TCLL 400 Plate G1NrJGp DOL . 0 TIC 0.18 TCDL 10.0 Lumber DOL 1.00 FIC 020 BCLL O'D Rep Stress I= NO VYB 0.07 BCDL 5.0 Code IRC2012tTP12007 (Matrix) om DEFL. in (loc) I/deft Ud PLATES GRIP Vert(LL) 0.00 5 •... 480 MT20 197/144 Vert(TL) -0,04 4-5 >999 360 Horz(TL) 0.00 4 n/a his LUMBER- BRACING - TOP CHORD 20 SPF No.2(flat) TOP CHORD BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF No.2(fiat) BOT CHORD FORCES. (to) - Max. Comp,/Max, Ten. - All forces 250 (ib) of less except when shown. BOT CHORD 4-5=01352 WEBS 2-5--411/0, 2-4--411 /0 pjfflm� Weight: 17 lb FT O%F, O%E ----- Structural wood sheathing directly applied or 3-8-8 oc purfins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing, NOTES - 1) Unbalancedfloor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Refer to girder(s) for truss to truss connections, 4) This truss is designed in accordance with the 2012 International Residential Code sections R502.1 1A and R802,10,2 and referenced standard ANSVTPI 1, 5) "Semi-rigid pitchbreaks with fixed basis” Member end fixity model was used in the analysis and design of this truss, 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oo and fastened to each truss with 3-10d (0,131" X W) nails, Strongbacks, to be attached to walls at their outer ends or restrained by other means, 7) Hanger(s) or other connection device(s) shalt be provided sufficient to support concentrated load(s) 212 lb down and 102 lb up at 1-10-4 on top chord, The design/selection of such connection device(s) is the responsibility of others, 8) in the LOAD CASE(S) section, toads applied to the face of the truss are noted as front IF) or back (% LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increasenal .00, Plate lncrease=1.00 Uniform Loads (pff) Vert: 4-5=-10, 1-3=-100 Concentrated Loads fib) Vert: 2= 212(F) March 3, 015 A WARNING Aciency0edgemeret of Pr BWW Standard Tam* for Manufactumd Ptoduarfohn, lmrg�desglr paramemmend read thitesouffesTruDr sstealipAnMV (Turn and lite DIJ Refeneve ShW (rev. 11,14) before US4,Umess offreceiia, gated an the Too, only Wray cermulm, gems shaft be used for tax DD to be vain, as a Taos neson Er4nettt (i &, Specialty EnSmigni, the sem an any TDID,eprosems An acsaptance of the professional argmewring respernsituffly for the de 'Zin of" single Tone; denoted an the TOO may, Anne TPI i. The design assumpsans, to suirabAdy, and use or th* Tmss to, any Building is the rcaporuef the corner, the civaraft auxisca: aidenarthe I D ' Wide dold or the MC, the ISC, the W -W otheing wrier.1-pi Mnnl use airrhival at the TDD and any held use of the TM, hosumesf storage, kInagagan and bradna. arms be the And Contradav All neda W out e, the Too end the prantioop TeS of BuAdVa Compamynt Solely Infromation RiCSi) pulafthad by ON and SOCA am referenced for Got I dotmet, Unt reirrxtiftes and dmies of tae Truax Designer, Truss 21! =6 40 N Deasy, Env Zold Truse Manufacturer, urAftstranihAsedefined Say Conehad agreed open mwAing by attitudes moolvier T I 6asitinEntierefroNO 9* a Dersaine, or Tfunt, System Enginew tar any numbed X1 capdavurd tam am, as darned in TP9 T OWINEWINGCLC Copylght 0 2014 Pm8WWNJ EPYgaeraadttp, rLC, (DIJ) Reproduction of fine, document, rn Any form, is proomkod *ftixd wrisan pamainaon ffast fecituald-Or r N .......... plan 0 ID; 6Pa Yuv,_FzJC45DpYnNxYyJ9-W fF2 is 9x4 :. 2 3 3x4 4 3x4 I i LUMBER - TOP CHORD 2x4 SPF No.2(fiat) BOT CHORD 2x4 SPF No.2(flat) BS 2x4 SPF No.2(ftat) REACTIONS, (Ib/size) 8-294/0-6-6 (min, 0-1-8), 5=300/Mechanical FORCES, (ib) - Max, Comp./flax. Ten. - Ail forces 250 (Ib) or less except waren shown, TOP CHORD 2-3-421/0 BOT CHORD 7-8-0/421,E-7=01421,5-6--0/421 BS 3-5=45310, 2-8-_47310 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-8-6 oc puffins„ except end verticats. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, NOTES - 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Refer to girders) for truss to truss connections. 4) This truss is designed in accordance with the 2012 International Residential Code sections R502 111 and 8802.10.2 and referenced standard ANSViTPI 1. 5) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss.. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 on and fastened to each truss with 3-10d (0,131'X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. •is March 3,2015 WARKiNG • Please thoroughly rev(ex the "Cusk wftfs Ackn+ e nt of Protrude covered Tem*for ktani'ladured Products' harm Vera dextpn parametent and react nates on encs ansae O r1n c8ra 14 { tuva ((( and the DO Reference Sheat (caw 11,I 4) before use Ways odreftese stated on the Too, only Wak connedly buffer shah to need kir live D to be vote- As a Truss Deslgm Eatibnear {t,a, SpaosaaY frier}, E the neat on any TOO repe"wits an ac,ue lance as am paofe rtionai engs hrildng responeAefint for the dastgn of the sksge Intens depaird on the TOO orgy, ureter FPI 1, The de —119110=0 xsurr lira, ksaeksr� `f su+tsE 'rty and use of dsa Does toe any Sol is the responsilou of the r, the ev auftdzed nt or the Bute fir i l...... ,.... ona0 ---- y 3x6 = 2 3x4 !i Inge i Queof Hoifow 7,600 s Oct 3 2414 M7ek tndutddes, Inc. Mon MW 42 171026 2015 Page t ID: PuBYatvwFzJC45DpNnNzYtJ9,.Dm21SOiKoVdrFcLR 3ddk SINS grnFY?,AyZzeyox 4 3x4 3,6 -:= Us ;= LOADING (psf) SPACING- 2-0-0 CSI, j iiEFLt in (toc) Itdef! Ud PLATES GRIP TELL 40.0 Plate Grip DOL 1.00 TC 0.48 Vert(LL) -0.03 6-7 >999 480 mT20 1971144 TCOL 10.0 Lumber DOL 1.00 BC 0.37 Vert(TL) -0.05 6-7 >999 360 BCLL 0'0 Rep Stress beer NO WE Oil Horz(TL) 0 00 6 nta n/a BCDL 5,0 Code IRC2012ITP12007 (Matrix) Weight 30 to FT = O%F O%E LUMBER- BRACING - TOP CHORD 2x4 SPF No. (flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 or puffins, except BOT CHORD 2x4 SPF No.2(flat) end verticals. WEBS 2x4 SPF No,2(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 ac bracing, Except: 10-0.0 nc bracing: 9-10. REACTIONS. (ib/size) = 205/ techamcal, 9=894/0.5.8 (m n. 0-1-6) Max UpIfft6=-8(LC ) Max Grav6=269(L 4), 9=894(LC 1) FORCES. (lb) - Max, Comp./Max. Ten. - Ali forces 250 (tb) or less except when shown. TOP CHORD 1-2=0/460, 2.3-01461, 3-4--3341141 BOT CHORD 8-9=-1411334,7-8--141/334,6-7--141/334 WEBS 1-9=-655/0, 4-6--359/152, 3-9=-67510 NOTES- 1) Unbalanced been considered for this design, 2) Plates checked for a plus or minus 0 degree rotation about Its center. 3) Refer to girder(s) for truss to truss connections, 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 8 Jb uplift at joint 6, 5) This truss is designed in accordance with the 2012 International Residential Code sections R502,1 I I and R$02. 10,2 and referenced standard 6) "Semi-rigid pitchbreaks with fixedusedwasf design attached7) Rec*mecant 2xS eOge, spaced 74 W-4-0 oc saxxi fitstraeif IQ e2cX trftys Wily 3--10d (0,131" X3") Dolls, Stykit.risbac1rs-hr be to wells at their outer endsby ,, 8) CAUTION, Do not erect truss backwards, WOW*, f LOAD CASES) Standard 1) Deed + Floor Live (balanced): Lumber Increase -1.00, Plate increase=1.00 Uniform Loads (plh Vert: 6-10--10, 1-5--100 Concentrated Loads (to) Vert: 1=-400(F) i WAR,NKNG - Piease thef inky teuvew the "Customea^s Rckms emettt of PsoaulR9 Standard T for Manufactured Prr ducts" dorm V007 design pwiff eteca and read notes ars this Truss ties n prawtng (Tt1a) and the NO Reterenca street (rev, 11-14j before aree,UnEesa extha slated ua the TS" only Was connector piatca shag be need der this 7'DD to be a . As a Trus D Efesneer (f e., Spa by Enpmecr3. the east on any Too represents an 3CCagoolft of the PrOfutinrtUe angineeried) tespanstbtfity fW the des Rot the sento Trasof depicted an ft TW onty. undo, TF4 9 The deco awffragoM bathe} Wnr atwns, suitablfdty and use of tins Truss for any pudding m the responsibgRy of the codes, the ed au'khgrtae+i agasnt or into euiRdaarr�a iS i t, m the at of the IRC, the W, the Soca/ 'ng a TPI i. The aPProva3 of the TCS') watt any field use of the Pruss, owinding harming, storage', kharp atrun And erasing, stand he the rmspansit'dNky of the SoAdent Definer and Cuntraetts, A0 notes sat not in the Too end the practices arn1 gvidefees at Budding Component derby Information (BC&1j etsd by TFt and SSCA are vapor dor aoso rpeitdance TPI t defines the r "fes erns dudiea of the Truss Designer, Truss 21 Y Design Engineer end Tose Manufachaw, unless ache ' e de by a Contract r in writing by of partiss i wcdsad, The Truss basin Engineer * NO the Suldkng 6esigner or Truss sysXenn Engi neea dor any bursting. Afiivied term's arca as derated in TPI t. AMIXEMMUC Copyright 0 2014 Pradlufll-EnJ Erorn e+ner LLC, (04J). pirexoduction at this docuestrat, in any form, A Ss fed YANYA wtaten Pertntaion tram Pf08d f DrJ l____ Q -11-A.— ___ q .................. 1 3X6 = 2 3X4 1I US = Us = LOADING (psft SPACING- 2;0 O CSL TCLL 40,0 Plate Grip DOI . 0 TC 0,84 TCDL 10,0 Lumber DOL 1,00 BC 0,71 BCLL 0,0 Rep Stress Incr NO WE 013 BCDL 5,0 Code IRC2012fTP12007 (Matrix) DEFL, in (loc) peep Ltd PLATES GRIP Vert(LL) -0,08 6-7 >836 480 MT20 1971144 Vert(TL) -0,12 6-7 >529 360 Horz(TL) -0.00 6 n/a Tire LUMBER- BRACING - TOP CHORD 2x4 SPF No,2(ftat) TOP CHORD BOT CHORD 2x4 SPF No,2(flat) WEBS 2x4 SPF No.2(flat) BOT CHORD REACTIONS. (Ar'size) 6=172/Mechanical, 9=966/0-5-8 (min. 0-1-8) Max Upfift6-42(t.0 3) Max Grav6=186(LC 4), 9=966(LC 1) FORCES. (to) - Max, Comp,lMax, Ten, - Ali forces 250 (to) or less except when shown, TOPCHORD 1-2=0/646, 2-3-01647, 3-4--28/281 BOTCHORD B-9-281128,7-8--281/28,6-7--281/28 WEBS 1-9-81210,4-6--301303,3-8=0/263,3-9-84710 end vertical$. Rigid ceiling directly applied or 6-0-0 Do bracing, Except 10-" oc bracing: NOTES - 1) Unbalanced floor live loads have been considered for this design, 2) Plates checked for a plus or minus 0 degree rotation about As center. 3) Refer to girderts) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 42 to uplift at joint 6, 5)'rhis truss is designed In accordance with the 2012 International Residential Code sections R502A 1A and R802. 10,2 and referenced standard ANSI/TPI 1. 6) 'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss, 7) Recommend W stronquacks, on edge, spaced at 10-" So and fastened to each truss with 3-10d (0.131'X 3") nails, Strongbacks to be attached to walk; at their outer ends or restrained by other means, 8) CAUTION, Do not erett truss backwards, I of i p chord. The designtselection of such connection device(s) is the responsibility of others, 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B), LOAD CASE(S) Standard I I Dead + Floor Live (balanced): Lumber increase -1.00, Plate Increase=1 .00 Uniform Loads (pff) VerL 6-10==-10, t_5-_700 Concentrated Loads (to) vert; 1=-400(F) WARNiNG, PhoWn, OplotochfY Witw Acknowledgement Of ProStAd Standfad Tam* for Mace ed Fooduou'loon V66 desdo fear ens add mad pules an in* Twat, Dosifin Drawhis (Too) and the DO Reference Sheet (rev, 11-14) boom useAlmess othenatte stated cul the Too, fairy Was wonedor *tea shall to om used , IMMOlobevald the seal on any TOO nesteems, an acceptance of The fainessionat ersafannint; mpenchORY of the :2n of spot# Truss deffiefild on the I Do stay, after TPI 1, The desam assumptions, totating condtleans, suflasyly and me, of ills Truax fm any SuAffing Is Tho response a"mor the Sufleb.9 en nor, in the coolest of the usc, the fSC, Too local bodied b 21 cadit One TIN I- The afapruya4 of the TOO wW any Palo use of the Tnds, indumni; =09, stmage, mstalarmt and bracing, she# be me lospoostion, o' the Suderig Designs, and contractor, Al not" set W a The TOO and let pprracticesind geocahnes its goading component safety onfamnelon (SCSI) pub4shad by Tat and SSCA we refina ti enced tw�enenonfifiew, TPJ I defines axemalconsibiftics and douse of the Truss Deefifim, Owas nme, and rose Manufacturer. Weetat wholwiso defined by a Contrast agwd area mroleo oby 24 Wie,0fia ved, The Tom Design Econantr A NOT the On#&* Destener or Truss System Engineer fix any budakdr, NJ e.. ft terms we as dashed in TM I IN UC Ceffineka 0 2014 rOoStald-OTJ Entr000fiS, LLC, ge,J), Repooductian at roe document, in any Penn, is "flatted without wistfc, Permission Then Pm8udd,1o3. am t 3x6 = 2 3x It 3 4 3x4 ;:m 53x4 iI NOTES- 1) design, 2) Plates checked for a plus or minus 0 degree rotation about 3) Refer to gifdeqs) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 147 to uplift at )Joint 6, 5) This truss is designed in accordance with the 2012 International Residential Code Sections R502.1and and referenced standard 6) 'Semi-rigid •design be attached to walls at their outer ends or restrained by other 8) CAUTION, Do not erect truss backwards, a ♦: provided M fo ♦ . on 4 appliedThe designitselection of such connection devicels) Is the responsibility of others, 10) In the LOAD CASE(S) section, loads 4 LOAD CASE(S) Standard 1) Dead + Floor Live (balanced); Lumber Increase -1.00, Plate Increase -4,00 Uniform Loads (fain Vert: 6-10=-10, 1.5.=_100 Concentrated Loads (to) Vert; 1=-500(F) March 3,2015 WARNING - Plane khoorrughar rautew ttae ^cuat»mer`s rat ct PraButid SafpxfaM Terms Ws N3fnufadu=ecS Prod Form Volign � ora and reed notes on lure Truss sem n 111"1111110111 ar E.a 0111 and the MJ Redname Sheek {rov. 11-14) fingers Use,Unhas re terwlsai stated on the TOO, only MiTek oo at pastes Shia Pert used for this iiD to bo varkf. Ao a Truss Q n +tocer (t o . SpeoSa#y Eeagtnraar), the safe on any TDD reGrosonts at, prance Of Gras profeatonaf orsg6rtoe600 fe aea`gty for stat devip, of the ungen muss depleted on the TCFo tardy, under Tot'/ rho de n ssa+a PaaaAng krns. suit d y arm use of this Truss ftrc any khAdMte is the res #y of the r. Gee r`s.1.1.1trzed agoru or the au d Des#S c in the unread of trig PRC, the MC, thtr t »g a Sm aero/ T, 0 The Approval of the TDD and any thole use of the Truss, indiudos; handishr rh , insoladu m and meant, she# kaB #ho res€a+tret ley o the Sullen xt Designer fa'ad Cordonear AN done set out In the TCx> and the practices and girdw ares. of Budding companies Safety ink ernatton i9CS4 shed by TPt and SOCA are reg for gonerat quid TP; 1 defines the res se#tics and durare, of the Truss: Designer, Trus , George Et�tmee and Truss Manufacturer, uroft,; offifsaise defined by a Cownue agreed upon In writing by fn padsrs revered, The Trust, Dosrgre saturator is dJO the entreat; Dirogner ar Truss System Engine& for arty mrsi og AN cap daisud tares are as derwaed in TPI 1 ser �J 14"1ic copyright 0 2014 Pra9ui#4-EnJ Engineering, LLC, (DfJ) Reproduction of that docuanenC, in any Reran. 7t, Paer anted without "i ted Prairrarsim hon Pireutkf-CNJ. a___-_ ---------- LOADING (psi) SPACING- 2-0-0 CSI, LOADING DEFL 1n (too) /!deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1,00 TC 0.88 Vert(LL) 405 6-7 >999 480 � T20 1971144 TCDL 10.0 Lumber DOL 1.00 BC 0.&3 Vert(TL) -0,09 6-7 >746 360 BCLL 0,0 Rep Stress met NO WB 0.22 Horz(TL) 0.01 6 nit me BCDL 5»0 Code iRC2012ITPi2007 (Matrix) 1 Weight 33 to FT or O%F O%E LUMBER- BRACING,- TOP CHORD 2x4 SPF No.2(fiat) TOP CHORD Structural wood sheathing directly applied or 7-7.4 lac purlins, except BOT CHORD 2x4 SPF No.2(ftat) end verticals. WEBS 2x4 SPF No,2(flat) BOT CHORD Rigid calling directly applied or 6-0-0 oc bracing, Except: 10-0.0 oc bracing: 9-10. REACTIONS (tbtsize) 6=681Mectlanicai, 9=1241/0-5-5 (ruin, 0-1-8) Max Utft6=-147(LC 3) Max Grav6-97(LC 4), 9=1241(LC 1) FORCES, (tie) - Max, CornpidMax, Ten. - All forces 250 (lb) or less except when shown, TOP CHORD 1-2-011161, 2-3=011160, 3-4=0/552 BOT CHORD 8-9=-552/0,7-8--552/0,6-7=-55210 WEBS 1.9=-131/210.4-6=01594, 3-9--1024M, 3-8-0/266 NOTES- 1) design, 2) Plates checked for a plus or minus 0 degree rotation about 3) Refer to gifdeqs) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 147 to uplift at )Joint 6, 5) This truss is designed in accordance with the 2012 International Residential Code Sections R502.1and and referenced standard 6) 'Semi-rigid •design be attached to walls at their outer ends or restrained by other 8) CAUTION, Do not erect truss backwards, a ♦: provided M fo ♦ . on 4 appliedThe designitselection of such connection devicels) Is the responsibility of others, 10) In the LOAD CASE(S) section, loads 4 LOAD CASE(S) Standard 1) Dead + Floor Live (balanced); Lumber Increase -1.00, Plate Increase -4,00 Uniform Loads (fain Vert: 6-10=-10, 1.5.=_100 Concentrated Loads (to) Vert; 1=-500(F) March 3,2015 WARNING - Plane khoorrughar rautew ttae ^cuat»mer`s rat ct PraButid SafpxfaM Terms Ws N3fnufadu=ecS Prod Form Volign � ora and reed notes on lure Truss sem n 111"1111110111 ar E.a 0111 and the MJ Redname Sheek {rov. 11-14) fingers Use,Unhas re terwlsai stated on the TOO, only MiTek oo at pastes Shia Pert used for this iiD to bo varkf. Ao a Truss Q n +tocer (t o . SpeoSa#y Eeagtnraar), the safe on any TDD reGrosonts at, prance Of Gras profeatonaf orsg6rtoe600 fe aea`gty for stat devip, of the ungen muss depleted on the TCFo tardy, under Tot'/ rho de n ssa+a PaaaAng krns. suit d y arm use of this Truss ftrc any khAdMte is the res #y of the r. Gee r`s.1.1.1trzed agoru or the au d Des#S c in the unread of trig PRC, the MC, thtr t »g a Sm aero/ T, 0 The Approval of the TDD and any thole use of the Truss, indiudos; handishr rh , insoladu m and meant, she# kaB #ho res€a+tret ley o the Sullen xt Designer fa'ad Cordonear AN done set out In the TCx> and the practices and girdw ares. of Budding companies Safety ink ernatton i9CS4 shed by TPt and SOCA are reg for gonerat quid TP; 1 defines the res se#tics and durare, of the Truss: Designer, Trus , George Et�tmee and Truss Manufacturer, uroft,; offifsaise defined by a Cownue agreed upon In writing by fn padsrs revered, The Trust, Dosrgre saturator is dJO the entreat; Dirogner ar Truss System Engine& for arty mrsi og AN cap daisud tares are as derwaed in TPI 1 ser �J 14"1ic copyright 0 2014 Pra9ui#4-EnJ Engineering, LLC, (DfJ) Reproduction of that docuanenC, in any Reran. 7t, Paer anted without "i ted Prairrarsim hon Pireutkf-CNJ. Special Special 4x6 if SxS :-.: _.._.._e,_. ........ ._._-_._ �'Joht_Q.ff LOADING (pso � SPACING- -0-0 CSI. TOLL 40-0 Plate Grip DOL 1.00 TC 17.58 TCDL 10.0 Lumber DOL 9.00 BC 029 BCLL 4.C} Rep Stress Inar NO WB 0,38 BCDL 5,0 Code IRC20121TP1007 (Matrix) DEFL. in (too) Vdeft UdPLATES GRIP Vert(LL) 0.03 -7 >999 480 MT20 1971144 Veft(TL) 0.04 6-7 >999 364 Horz(TL) -4.41 6 We Oro Weight: 40 to FT = O%F, D%E LUMBER- BRACING - TOP CHORD 2x4 SPF No.2(ftat) TOPCHORD SOT CHORD 2x4 SPF No.2(flat) BS 2x4 SPF No.2(flat) BOT CHORD Max Upfif16=-671(LC 13) TOPCHORD 1-2-011186,2-3-0/1187,3-4--171/1229 BOTCHORD end verticals. Rigid ceiling directly applied o 0# 10-0-0 oc bracing: 9-10. NOTES- 1) been considered 2) Plates checked for a plus or degree 3) Refer to girder(s) Provide# of truss to bearing plate capable of withstanding 671 lb uplift at joint 6, 5) This truss is designed in accordance with the 2012 international Residential R502.1 1A # R802,10,2 standard ANSIfTP1 1, 6) 'Semi-rigid tatchbreakstarith fixed heels" Member end fixity model was used in the analysis and design of this truss, be attached to walls at their outer ends or restrained by other means. erect8) CAUTION, Do not backwards, 9) Hangerts) or other connection devicels) shall be provided sufficient to support concentrated load(s) 500 111 down at 0-1 -8, and 181 to down at 4-0-8, and 867 to up at 5-9-0 on top chord. The design/selection of such connection device(s) Is the responsibility of others, 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front IF) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate increase=1.00 Uniform Loads (plf) Vert.6-10--10,1-5--100 Concentrated Loads (Ib) Vert: 1=-500(F)3=-101(F)11=167(F) WARNING , P emse tnoro MV*W "W'T:ustamtt'p ACM and tha D J Reference Sheat (rev 11.14) betas uwUntess the seat an anp FOD aeprasruts an acceptanaa of the protea susa afty an^i tore of ties Trua for any Suk eng 4 the Cespm spowal of the TOD and any getd use of the Trade, inc IrQ pracfaces and euSnts e# biuksiirlg Cram rrY Saraky inkna Gicsegrt E�:rrganoee a+rod Tnats hdanuCacSuter„ a o#h , e x for any butklkag. An captafized stems are as darned in Tot t. treats Teams for Manu ed Produota" Crum VwiN d"bri PriveroOtrs amt read notes on ina I rugs rae"n uravana i, M onip MiTek processor plates shag be used for this Too to be valkt.. As a Truss Design Engineer (i.t , specialty Efspiieer), ar far 1t+e at rhe gim�lt T dtp�ied an tPre Tats d€at�r rat 1 The dcstvn aggr,.�pcsone. wadnlg oonrutwr,a. efe a ed aportd or ttet a¢srldprog DesgNsarc. ke the conEtxC nt the fRC, drs It3G, tht wcai bwkiSng code aaxt T=P 1. Tire r a+vd kxactrrg, shall Rhe response at Che i3aslki3arog Dcrrrgner a¢ad Can#radtaat. AE! trrtes gat Brut in tSfe TDO Arad tha >4 glad SBGA ate referenced eargt naraR grali*nce TP4 t dtfintp Chc rep ise6#Cea aruf dteNtx of the Trues Y7pregratr, Trus in xrcr'(ing h't aN }YBdNeg tnvotvars The 7. Daptgn Errginete is NC}T the autfdu+q Oe r a Tcc s Syadtm EngRnem€ Copyrighl 0 2014 Pfa$uM-O?J Engfnetfing. LLC, (uc p. ReWortudien of this docun eol, re any form, Ss Voir ited without written peort"on tram Proaul0,00 f off, scale 115 SEE STANDARD INDUSTRY TWO PLY FLOOR TRUSS CONNECTION DETAIL FOR PLY TO PLY CONNECTION, OR LOAD IS TO BE EVENLY APPLIED TO BOTH PLIES AS APPLICABLE. spedal spedal Special 4X6 Us = Special 114 Us FP = 30 Special Us 2X6 3X6 3Xlo = 3xI0MT20HSFP =3X4 3,6 = We = We = LOADING (psf) SPACING- 2-0-0 TCLL 40,0 Plate Grip DOL 0806 480 MT20 TCDL 10,0 Lumber DOL 00100 1, BCLL 0 , 0 Rep Stress Incr NO BCDL 50 Code IRC2012tTPI2007 LUMBER - 'TOP CHORD 2x4 SPF 1650F I,SE(flatt GOT CHORD 2x4 SPF 240OF 2,OE(flat) WEBS 2x4 SPF No,2(figd) 2219 CSB. DEFL. in (foc) Well Lid PLATES GRIP TC 0.34 Vert(LL) 42915-16 0806 480 MT20 197/144 BC 0,37 Vert(TL) -0,42 16 >557 360 MT20HS 1481108 WB 0,33 Horz(TL) 0,06 13 old Ole (Matrix) Weight: 155 to ------------- FT = O%F, O%E BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, except end verficats. BOT CHORD Rigid calling directly applied or 6-0-0 oc bracing. NEACTIONS. (lb/size) 20-188610-3-8 (min. 01-8),13=1252/0-3,8 (min, 0-1-8) Max Upfill'03-393(LC 9) FORCES, (to) -Max, Comp./Max, Ten, -Aft forces 250 (lb) or less except when shown - TOP CHORD 20-21=-38010,1-21--38010,2-3=-515310,3-23=-6153/0,4-23--515310,4-24-6680/243 5-24--6680/243,5-6=-66801243,6-25--6293/1022, 7-25--6293/1022,7-26=-629&1022, 8-26=-629311022,8-9--629311022, 9-27=-422911813,10-27-422911813, 10-11-4229/1813 BOTCHORD 19-20=013053,18-19=Ot6358,17-18=016358,16-17-24316680,15-16=-24316680, 14-15--1543/5471,13-14=-884/2421 WEBS 11-13=-2671/982,2-20=-3374/0,11-14--104112025, 2-19=0/2353,10-14-238/665, 3-19--406/0,9-14=-1392/0,4-19=-13501376, 9-15=Tn920,4-17­1033/461, 6-15=-1132/0, 6-16=-14/293 NOTES - 1) Fasten trusses together to act as a single unit as per standard industry detaff, or loads are to be evenly applied to all plies. 2) Unbalanced floor live loads have been considered for this design, 3) All plates are MT20 plates unless otherwise indicated, 4) All plates are 2x4 MT20 unless otherwise indicated, 5) Plates checked for a plus or minus 0 degree rotation about its center, 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 393 to uptill at joint 13, 7) This truss is designed In accordance with the 2012 International Residential Code sections R502,1 1A and R802,1 0.2 and referenced standard ANSirrPI I 8) "Semi-rigid pitchbreaks with fixed heets" Member end fixity, model was used In the analysis and design of this truss, 9) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (OA31'X 3") nalts. Strongbacks to be attached to watts at their outer ends or restrained by other means. 10) Hangerts) or other connection device(s) shalt be provided Sufficient to support concentrated load(s) 166 In down and 142 to up at 7-8-12, 77 to down and 247 to up at 9-8-12, 77 to down and 247 fig up at 11-812, and 77 lb down and 247 to up at 13-8-12, and 126 to down and 771 It, up at 15-5-8 on top chord. The desigrusetection of such connection device(s) is the responsibility of others. 11) in the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8), LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate lnerease=1.00 Uniform Loads (pit} Vert: 13-20=-10, 1-12=-100 lmmmz�, � WARNING, Pieasethorowtil, mvkw the "Gust Ackiowteditenwal Of PM5VA andthe D,JRe*h,hseSh"t (rev.. the seat an any TDO tepreserft an acceft!24-0 Of the PIGIOS100-af Ohlihee4tig Marx = and use e that TIM for Ay SuAding is the at the Oatiev, the of the TDD and any ftW use of the Trans, imkiding hatidhrig, iuixaife. insla gatgines and quidefeumt of Butidseq conveners Sehey inkaration (SCSI) publanted eutun Entieenn ad Tnea, strioutactufar, WOOS otheAolife thillneil be a CW*Sd 39 fix any buRd" AR cantaload tands ore as delleced in TPI 1, d phdumW rand. v deefift parameters and renin notes w ftes Tpuss Design Dixodisi (Too t shoo be Was tad troo, hiu:alid, z a Truss Design e 0 e, specialty Enalnesit a Tnm hapoteat on the TOO ONY, un4v Trq I The 4asa, assunixions, ioaant; cs"Wns, 3widing, oesInfe, in ft caren of the IRC, Ste Jac, The focal buisfirer oade and TPI I The spacwtue, 0, the 0,vaing D"Oner and Contractor. M shies set out to the TOO and the for isnerairlutdance TPI I diffirass, the and duties Ofthe TwaTrusss OtOgrun, I nv , The TnSs Desert Engineer ; NOT the evening oftehiner of TPA$ sysurn Engineer Coisinght 0 2034 PuSiukt-W Eretneeling, LLC, ori), Reprodwation of this document, in any Ruth, N protidhhed 110hout sea" fastriatim flism PIOSM-W GOAD CASE(S) standard Concentrated Goads (3b) Vert; 1=-294 2=-194 10=-46(F) 3=_994 23-194 24=-86(F) 25=3(F) 26=3(F) 27=3(F) WARNING P'ie o thoro+4phty review ihe'Custets Acienof FxeiudStandard ex Manufactured Pt!DonVedcn parameters add rim s oihs Taa design rr (TIN) v,II'7aNy Erefpeaj,2114 the re4) before ute.UnWts oe stated oe the TOO. only MiTek omnnecor feates state be used for Sea00oIevalid. AsaTrinet igtEnnos wd¢, Spec the sear ern any TDD refretmntaa an accoavtanct of the pratessawral ertgtrseoting it Giy for the design of the � T denoted on the TDD orgy, under TP! ? The deasign osaasm�ntiarse bar9Nrq tkrssa. stutie ty and lose a! Phis Tuxes foe any Buililra yt is the €esir mfeWi y of the er, She re authorhed agent oa the Bowles O nos, h the cortext ra the IRC, the fife, the meat code ane! Fel The approval of the TOO and any tasks use of the Taws, teed haunting, storage, anli dation and bri Brig, shag tae the res ttDy fo She Buttfurg Designer and Contractus RA roles set am in the TOO and the psadmi'S and g . .oras of 0udin? Component Safety Iro-Immabo r tBCBsf putrgsherd by Ten and SBCA arc Worsened for geoveou gutdanoe. TPI t defir ini the r n4lai def of the Truss Designer, Trase Nehru ErgTruemr and Truss R9ana ted xot. urrtaas otherwise sashed by a Covered tamed h voters by og Parties Invoked, The Ttuas pa n Efag freer M Not the Buedueg Oesdaw or Truss System Engineer i� he any buf rig. AN captatixed teams are as de esS to TPf I LLC Cidomtht 0 2014 PmBu d,0fJ E.ngmeerhat, LLC, (Or,f), Repiodudkin of thst document, er any farm, D pratttartod WatmA wrt4en pernala NM from Prrr t"Oi 2X4 R 4x8 2X4 fi 3X6 2X4 H 3x4 see FP = 3x4 2 3 4 5 a 7 a 9 Scare - 1:331 2X4 11 2X4 it 08 2x6 10 11 12 Us UID 3x10MT20HSFP =30 ­-;, 2X4 It Sea WQ = says 2x4 SP = NOTES - 1) Unbalanced floor live leads have been considered for this design, 2) All plates are MT20 plates unless otherwise indicated. 3) Plates checked for a plus or minus 0 degree rotation about its center, 4) This truss is designed in accordance with the 2012 International Residential Code sections R502,1 1A and 8801 10,2 and referenced standard ANSl1TPI 1, 5) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss, 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 an and fastened to each truss with 3-104 (0,131" X 3") nails, Strongbacks to be attached to wells at their outer ends or restrained by other means, 7) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard WARNING, Moshe thoroughly revIew the '"# ayhh`h ex Peln==11�111.:T.10111TTOI.�O Tom% far Manufactured Products" form Vim7 misain Parameters and read notes mi fine Trues De=raaara; (Too) and the DQ Refenoun, Sheet free 11-14) bake. use .. hin " Mires opmauce plates shaft be used to' This Y E090600, the seat on any Too reryiereft an XwqAanoe of the m0knmtoa engineering resporrsi for the dao of the awdile Truss dpided on the Too de, undo, Tfil I I Tice de I as a%hony le". conditions, Mis :�Z'isg it. and 11111, The sWayaley and use at ftnt Truss for any ituAdma hr the nororawtafty of the 0enarr, the Chafter% euvenz agent Offhe Bumagi misre" in the coateel of ft FRC, the too th approval of the TOO and any laid un at the Tris, mnudea; his"haT storage. Otsfagaison and trInhonti, $has I* the ongiern0torly r the DuAding Draidnw add Cantmaks:AK nalas set my in his TOD and the g=eem" and quid Of lhaeflin; Coneparst"t Safety ftloresighyx (SCSI) by TPI and SBCA we refenousid hoxneffol 9wilarest TPI I defifts thon,sponsaideats and duties Me Taws Des" gner, Those Chatterer and Truss, Manufacmrer, wiess olhneyn, earned by a oferad a9fed upon in voters by all P3166% rtur ad The Tfuss Design Engineer I% NOT The Suftiat Devegre, a, Innis System EntiNew ler any unkarq, AN caletatheed terms arc as deemed in TF4 1, ENGINEMWac Copyright 0 2014 Fln4eeld-W £cngdrraerdrrg, LLC, (DJ) Rephridudion of this document, in she imm, is protateled wohmit sa0en perm"on thort Pia0mid-DrJ, LOADING (psf) SPACING• 2-0-0 CSL DEFL. in (toe) Wait Ud PLATES GRIP TCLL 40,0 Plate Grip DOL 1,00 TC 0,38 Vert(LL) -0.37 15-16 >630 480 MT20 1971144 TCDL 100 Lumber DOL 1,00 BC 0,56 Vert(TL) -0 58 15-16 >405 360 MT20HS 1481108 BCLL 0 0 Rep Stress Incr YES WB 0,46 Horz(TL) 0,09 13 n/a n/a BCDL 5 0 Code IRC2012frPI2007 (matrix) Weight! 78 to ----------- FT - O%F, 0x4E LUMBER- BRACING - TOP CHORD 2x4 SPF 240OF 2.()Edlat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 the putting, except BOT CHORD 2x4 SPF 2400F ZOE(flat) end verficais. WEBS 2x4 SPF No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 no bracing, REACTIONS. (lb/size) 20=1078/0-3-4 (min. 0-1-8),13=106610-3-8 (min, 0-1-8) FORCES. (1b) - Max. Comp,/Max, Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3-343510,3-4=-3435/0, 4 -5= -4999/0,5 -6=-4999/0,6-7=-4995/0,7-8--499510,8-9=-499510,9-10=-347510, 10-11--347510 BOT' CHORD 19-20=011 981, 18-19=0/4414, 17-18=014414,16-17=0/4999,15-16=0/4999,14.15=014433, 13-14=012928 WEBS 11-13=-2235/0,2-20=-2206/0,11-14=011620,2-19=011629, 9-14=-107410,4-19=-109710,9-15--01629,4-17=0/864, 7-15-261/0, 6-15-4711403 NOTES - 1) Unbalanced floor live leads have been considered for this design, 2) All plates are MT20 plates unless otherwise indicated. 3) Plates checked for a plus or minus 0 degree rotation about its center, 4) This truss is designed in accordance with the 2012 International Residential Code sections R502,1 1A and 8801 10,2 and referenced standard ANSl1TPI 1, 5) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss, 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 an and fastened to each truss with 3-104 (0,131" X 3") nails, Strongbacks to be attached to wells at their outer ends or restrained by other means, 7) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard WARNING, Moshe thoroughly revIew the '"# ayhh`h ex Peln==11�111.:T.10111TTOI.�O Tom% far Manufactured Products" form Vim7 misain Parameters and read notes mi fine Trues De=raaara; (Too) and the DQ Refenoun, Sheet free 11-14) bake. use .. hin " Mires opmauce plates shaft be used to' This Y E090600, the seat on any Too reryiereft an XwqAanoe of the m0knmtoa engineering resporrsi for the dao of the awdile Truss dpided on the Too de, undo, Tfil I I Tice de I as a%hony le". conditions, Mis :�Z'isg it. and 11111, The sWayaley and use at ftnt Truss for any ituAdma hr the nororawtafty of the 0enarr, the Chafter% euvenz agent Offhe Bumagi misre" in the coateel of ft FRC, the too th approval of the TOO and any laid un at the Tris, mnudea; his"haT storage. Otsfagaison and trInhonti, $has I* the ongiern0torly r the DuAding Draidnw add Cantmaks:AK nalas set my in his TOD and the g=eem" and quid Of lhaeflin; Coneparst"t Safety ftloresighyx (SCSI) by TPI and SBCA we refenousid hoxneffol 9wilarest TPI I defifts thon,sponsaideats and duties Me Taws Des" gner, Those Chatterer and Truss, Manufacmrer, wiess olhneyn, earned by a oferad a9fed upon in voters by all P3166% rtur ad The Tfuss Design Engineer I% NOT The Suftiat Devegre, a, Innis System EntiNew ler any unkarq, AN caletatheed terms arc as deemed in TF4 1, ENGINEMWac Copyright 0 2014 Fln4eeld-W £cngdrraerdrrg, LLC, (DJ) Rephridudion of this document, in she imm, is protateled wohmit sa0en perm"on thort Pia0mid-DrJ, 11 cuss Truss Type IQtrig I pain I Quail Hoarse 19406307 scarf 1-3 Ishtar Es fir .......... --- ------ a Oct 3 2014 Was industries, Im Mon Mar 02, tZS130 2,015 Pis'' - I ID:KV�46PuSYuv–LFzJC45DpYnNzYjJ9-6XFYfmlqsk$HkEfChvi7uMoyNehhJbI N9AzN5Lzey Scale - 1:21.3 34 2 1X3 11 14 it 3 4 3x4 = 5 US 6 34 30 = 1X3 li 3X6 = 3X6 = LOADING (psi SPACING- 2-0-0 CSI, DEFL, in (toc) 11doll Ltd TCLL 40,0 Plans Grip DOL I= Tc 0.35 Vert(LL) -0,10 9-10 >999 480 TCDL 10,0 Lumber DOL 1,00 1 FIC 0,61 Ved(TL) 418 8-9 >834 360 BCLL oc Rep Stress Incr YES WB 0 29 Horz(TL) 0,03 8 rVa old BCDL 5,0 Code IRC2012ITP12007 (matrix) Weight: 49 lb Po FT = O%F, O%E ---------- LUMBER- BRACING - TOP CHORD 2x4 SPF No.2(flat) TOP CHORD Structure$ wood sheathing directly applied or 6-0-0 oc purfins, except BOT CHORD 2x4 SPF No,2(fiat) end verticals. WEBS 2x4 SPF No.2(41at) BOT CHORD Rigid ceiling directly applied or 10-0-0 no bracing, REACTIONS, (Vsize) 12=681/Mechanical, 8=67405-8 (min, 0-1.6) FORCES, (to) - Max. Comp,/Max. Ten. - All forces 250 (to) or less except when shown, TOP CHORD 2-3=-199910.3-4=-1999/0,4-5=-2001/0,5-6--2001/0 BOT CHORD 11-12=011371,10-11-0/1999, 9-10--0/1999,8-9--Otl367 WEBS 6-8=-146910,2-12=-148010,6-9-01687,2-11-01703,4-9=-255/219 NOTES. 1) Unbalanced floor live loads have been considered for this design. 2) Plates chocked for a plus or minus 0 degree rotation about its center. 3) Refer to girders) for truss to truss connections. 4) This truss is designed in accordance with the 2012 International Residential Code sections 8502,1 1 .1 and 8802.10,2 and referenced standard ANSVTPI 1, 5) ,.Semi-ilgid pitforbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss, 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 Od (0,131"" X 3") nails, Strongbacks to be attached to walls at their outer ends or restrained by other means, 7) CAUTION, Do not erect truss backwards, March 3,2015 WARNING = Please Proy r� 01P90BUM Summer Throw for Manufacomed Produety' form ws� station floohnivois and toad noes on flot Truss On Dravinit(TOES Refer" A am the DI , = tuo, 11-14) before use Unease otherofte, stated an ths, TOO, why We* corrancey plates once be used for free Do to be safid, As a Truse, Derain Engherer SpetIfty Sia 1. the shot on any TOO thoacents, an arsonornica of the praiesataaat tngtauearemg faspaeskatbly fru the nsig or the sysoo Truss detoured on the TOO onor, fardarTPI 1, Tice destfin assunipfitun, toad/ carie d T and use a$ use Truss Poe any swaths to the responsablifty of the Owner, the Owners au"conds, apri or the Walker Derlyiner in the contest of des ffrC, her Ise, the icer: oukitter code and Fri S. The or the TOD and any field use of Vat floss, ofroadirof handoor. trunage, insfalteron and bfad% shaft tof the responsiterity of the BuRding 0"offro arld careworn. AN ner" set out in the Too and she praclxaaa and qua elates of Sufford; coadneeno safety Insumallort renal) pubterhad by lot and SODA are referenced to, goners! goderm TPf I stones thein 0he I - T tYssign roTrusslseer and T; Manufacturer, unarts otherwise darned by a Connote nosed am wastes by air parties tryanyed the Truss bough Ent is or the . s re, .11Syatarn — 'hey. .th 1— 2 lot any troWirsi Ail calstarsted turns our as raffined 0, Tfor I &WINEMNOac Copyright 0 2014 Pnotadd-EkJ LLC, MrA Reproduction of this docurrent in any soon, * Vieford6d versed Wrater, Percrolow each PulthowceJ, 3X6 3x4 US FP = 40 A A o a 9 Scate - 1[34.4 4x8 10 it 12 1 29 F 300 4x10 We MT20HS Flu 3X6 WO 3XI0 20 SP - 3X6 LOADING (psi} SPACING- 2;0 CSL DEFL, in (too) Well Lid PLATES GRIP 400 P ;0 TCLL late Grip DOL 0 TC 045 Vert(LL) -0.42 15-16 >569 480 MT20 1971144 TCDL Lumber DOL 1.00 BC &65 Vert(TL) -0.66 15-16 >366 360 MT20HS 100' 148/108 SCLL Rep Stress Incr YES VVB 0 48 Horz(TL) 0,10 13 n/a n/a BCDL 5,0 Code IRC2012fTP12007 (Matrix) Weight 78 lb FT = O%F, O%E LUMBER- BRACING - TOP CHORD 2x4 SPF 240OF 2.0E(fiat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 as purlins, except SOT CHORD 2x4 SPF 2400F ZOE(flyfl) end verticals. VVEGS 2x4 SPF No,2(flat) BOT CHORD Rigid calling directly applied or 10-0-0 on bracing. REACTIONS. hb1size) 20=1107/0-3-4 (min, 0-1-8),13=110110-5-8 (MinLO-1-8) FORCES, (lb) - Max, Comp,/Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3-3548/0,3-4=-3548/0,4-5--5258/0, 5-6--5258/0,6-7--522110,7-8=-5221/0,8-9-5221/0,9-10--355210, 10-11-355210 BOT CHORD 19 -20=0/2037,18 -19=014585,17 -18=0/4585,16-17=015258,15-16=015258,14-15=014582,13-14-012038 WEBS 11 -13= -2263(0,2 -20= -2269/0,11 -14 -011697,2 -19=0/1693,9-14=-1153/0,4-19=-116110,9-15-0/716,4-17-0/996, 7-15-28910, 5.17-284/0, 6-15--573/408 NOTES - 1) Unbalanced floor live leads have been considered for this design, 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 2x4 MT20 unless otherwise indicated, 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss is designed in accordance with the 2012 International Residential Code sections 8502. 11, 1 and 8802 . 10.2 and referenced standard ANSI/TPI 1, 6) "Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss, 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 or: and fastened to each truss with 3-10d (0,131" X W) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means, 8) CAUTION, Do not erect truss backwards, LOAD CASE(S) Standard FVW Em the seen on any TOD represents an acceptarrot of the for the 'deVn of the saxle Tfuss dwe i rted rm the TOO onsr, under Tte 1, The deafign a%sumpWay iz ",$ rt ousabley fred use of thea Truss for any OfaU" is the respareabifiry of the 0—re, Me Ofmar's w0honl a, in the oorrte,d 01the IRC, the 18c, thewcal b4= and P1 1, The nt and approval of the TOO and any field use of the I cuss, indudirg haresog, esswe, histaeffitat and bradroh shat be the fesponsitsfitr 0 the Bond" Destie, Cofnuadm AV notes set TOO and the of So &%? Compameq Safety urenreatmn (SCSI/ putsistard by TPf and SOCA am raWsraryd forrners) quidaree, TPI I defifts ft wat doth, -e of the Truss Designfo, Tnots Mena acturer, urseas omerotefe defined by a CotIrree agreedupwr in ensfing by as padres im ed, The Truss Dessin Emso", Is NOT the Moser Desomk of Truro; System ENartas for any bukkV Alf cap4ahzedterm,& are as defined isrIN 1. CopyMM 0 2014 ProSeAd0i EngtheedrV, LLC.. (W), froprodoOkm of this document, el XAY f0fle, is frt(rhimted VMhrKA Witten fisamolam term PuAyWW'CXJ EWINEMINGac MMMAIMUMM Qry-,PLANIADFI Iao13 1 1 1 Job JWqte, 7,600 s Ott 3 2014 MITerk Indusnies7 the Mon Mar 02 12:30:312016 Page I 3ta It 10: RX&EYI 2 oOniorPIZ7wOi4YgSzqTAN-akowW5mTdIG8MNEOFrDpR"-128G26nWOqixdnzeyos X6 t 0-3-0 0-3-0 2-" --- — ------ L ------ LOADING (psf) SPACING- 2-0-0 CSI. OEFL. in fire) Udeft Up TCLL 40,0 Plate Grip DOL 1.00 TC OA Vert(LL) -0,01 6 >999 480 TCDL 10,0 Lumber DOL 1,00 BC 0.08 Vert(TL) -0.01 6 >999 360 8CLL 0 0 Rep Stress Iner YES VVB r 0 Horz(TL) -0,01 5 We We SCDL 5,0 Code IRC2012fTP12007 (Matrix) LUMBER- BRACING - 0 TOP CHORD 2x4 SPF No.2(flat) "TOP CHORD Structural wood sheathing directly applied or 2-8-8 oc purlins, except BOT CHORD 2x4 SPF No.2dke) end vertfoals. WEBS 2x4 SPF No,2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS, (lb/size) 5=11910-5-8 (min. 0-1-8), 1=12510-3-0 (min, 0-1-8) FORCES, (lb) - Max. Comp./Max, Ten, -till forces 250 (lb) or less except when shown, N07ES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center, 3) This truss is designed In accordance with the 2012 intemational Residential Code sectio02. 10,2 and reference'l standard ANSI/TPI 1. 4) "Sem�-rlqld pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. M"Emn-TTW-4 2,7V be attached to walls at their outer ends or restrained by other means. 6) Gap between Inside of top chord bearing and first diagonal or vertical web shalt not exceed 0.500in. 7) CAUTfON, Do not erect truss backwards, LOAD CASE(S) Standard WARNING , Pleas thwoUtirw rayons ft ACIM=of PrOSUM filandwd I Of= far stateff3unded Y=Urna- aroo, van 11 and Me DrJ Retweme Sheet (rev, 11,14) badve so,Unfoss Set on the Too, onty Mires coffledor Mates sho be used let MIs 707,9=1. T11 the "ar on a" TOO 1OP10600h; an weeptahm of the pr0frenrIorrh WofthIMM9 fewromeMY es the Autonor the ;Na Torras dWunded DO tiaa TDD taW,.TldtjP& i. J skoaqfe, instafebon and bradno, enj$ bathe dreferne&yy store trading tresener and Confeacror- AN Man set out in the Too and tpprraeNoos he and qwuhfifts of ffuComponent Safety infounatdIn (BCV) reasoned by TPI and $80A we refffenced of feuthae quedance, on I daises the tesparsdadader and dudes of the TIUSS Offsenee. nustr refs -rei.ter and Truss Manufadund, unless Nhomfie defined by a Crhahto agreed upon in weng by as pasties molved, The Truss C p Entirreer is NOT the ffurkddo Deseher or Tame, System Engineer for any bukong. An cvdahzed term* we as deflood In TFn 1. Copynaht 0 2014 Proovad-00 Engineering, LLC, (DJ) Reprodutfion of Oft document 41 any f0ffn, is Praidiabd MhOul efleAn PrOan"IDA fAM PR)8ufhhDfJ March 3,2015 0-3-0 ,-I t- .1ox-0t1132 7 I 6a9 = 3X4 3XS 30 '= 30 -­-, 30 = US FP = US 1 9 d A A 7 R 4 10 it 12 13 5X12 3x90MT20HSFP US 300 = 20 Sri = 4x10 tow LOADING (pisf) SPACING- 2�O CSI. DEFL, in (loc) Well Ltd PLATES GRIP 0 MT20 TCLL `:.0 Plate Grip DOL TC 0129 Vert(LL) -0,31 16-17 >730 480 ��O 1971144 TCDL 10 Lumber DOL 1,00 11 11�17 Vert(TL) 4 48 16-17 >468 360 MT20HS 1481108 ID BCLL 0,0 Rep Stress Incr YES VvE 59 Horz(TL) O 01 14 old We BCDL 5,0 Code IRC2012ITP12007 (Matrix) Wflight : 76 to FT - O%F, O%E LUMBER. BRACING - TOP CHORD 2x4 SPF 2400F 2,0E(fiat) TOP CHORD Structural wood sheathing directly applied of 6-0-0 oc, purlins, except BOT CHORD 2x4 SPF 2404F 2,0E(flat) end verfitals. WEBS 2x4 SPF No,2(ftat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=103210-3-0 (min. 0-1-8), 14=102610-5.6 (min. 0-1-8) FORCES, (1b) - Max, CornpJMax. Ten. -.Ali forces 250 (to) or less except when shown. TOP CHORD 1-2-189510, 2-3--1891/0, 3-4=-1891/0, 4,5-4154/0, 5-6--4154/0.6.7=-461110, 7-8-460410, 8-9=4604/0, 9-1 0=-325410,10-11-3254/0,11-12-325410 BOT CHORD 20-21=0/3234, 19-20=014611, 18-19-0/4611, 17-18-0/4611, 16-17=014611, 15-16-0/4139,14-15=011887 VVE BS 12-14-2096/0, 1-21-012082,12-15=011532,4-21-1505/0,9-15=-99110,4-20=0t11331, 9-16--0/523,6-20=428127, 7-16-379/336 NOTES - 1) Unbalanced floor live loads have been considered for this design, 2) Ail plates are MT20 plate$ unless otherwise indicated, 3) All plates are 20 MT20 unless otherwise indicated. 4) Plates checked for a pfus or minus 0 degree rotation about itscenter, 5) This truss is designed In accordance with the 2012 International Residential Code sections R502.1 11 and R802,10.2 and referenced standard ANSIITPI 1 6) "Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this trus& - I — -1 fastisined 1- each truss with 3 - be attached to walls at their outer ends or restrained by other means. 8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0,500in. 9) CAUTION, Do not erect truss backwards, 32�« k WARNING - Mans 0hamaftay reriaw Airknoweseament of PmWW Standard Tones of Manufasterifel kand the pia RefemmeShWitev 11,14) before me,Urgen Wherwise stated on The TOO, ons, Wiry Wissoom Pirates the seat on any TOO mWe"aft, an acceptance of the roakengon&I -1 suhate; resporab" for the desian of the simse 1��thti Tvuss for any Budding 4 the ear possfibWay of lfhe Owner, the Oweree auftra!bd asset in " 5' =r3111111-m9laxed any 60d me of tTe ukroudiryi handfira, Storage, en tagation and bmcfox shaN to the itia Compmen' Safety informatron feCSIgubtatrod by TPr and SOCA we rehatsemd ft chifte, miess otherease defload by a Sit any buibing AN copstatoed honer we as deftned in TPI 1 fti7 deaffs, Parameters and mad notes an 014 TRW ==DO is undo, TPI 1, The desip WSUMP000% f-alinstwndAkem, thad rNorn the RC, the 18C, the roust butding coda ami P41,Ths ,W#Q oeSlqftwr and CONoV30r. AP ra4ft Set oofe' the Too and the ,, Tat I deflirm the lax'sonowe",and retani of the Truss Tressinor, Tnen, Design Engineer is Nor the 8e. a, Designer or Truss System 1mgmeto Copyr6ght 0 2014 ProStAW-00 Engineering, t.1c, r0rr7Reproduction at this do t, in any form, is PrOftleed e9rhot Wheat re 'on from Prosuarcaj 3X4 It 4N4 3X4 11 400 --' 2x4 11 44 = 10ty My plan I Quall Hollow 19406311 14t1 1 b ttpierpnce opt! 7,600 s 00 3 2014 MiTek indu%ides, tncMon Mar 02 U30,33 2015 Page I ID:KW6PuBYuv—FzJC45DpYnNzYiJ9-VV6whwnop9fWsbhOnMIFHW,?QRp$18VO-ips882dzeya Scale = 1::39.6 30 = 2x4 11 20 H 3x4 2114 H 3.6 FP = 2X4 11 4X6 2x4 1 2 3 4 5 6 7 8 9 to it 12 13 14 le -14 4 24 23 22 21 20 19 18 17 16 -15 400 Us Fin = US = 2X4 11 Us == 300 US SX12 = LOADING (psi SPACING- 2-0-0 CSL DEFLin ---------- ----- (too) 9/dell Ud PLATES GRIP TOLL 40,0 Plate Grip DOL 1,00 TC 0,47 Vert(LL) -0,22 17-18 >999 480 MT20 1971144 TCDL 10,0 Lumber DOL 1.00 BC 0A3 Vert(TL) -0.34 17-18 >663 360 8CLL 00 Rep Stress Inor YES WB 0,55 Horz(TL) 0,04 15 n1a nia BCDL 5,0 Code IRC20121rPI2007 (Matrix) ------------- Weight i 91111 FT = O%F, O%E — ----- LUMBER- BRACING- TOP CHORD 2x4 SPF 240OF 2,0E(flar) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SPF 240OF ZOE(ftyst) end verficals. VVE BS 2x4 SPF N0. (flat) ESOT CHORD Rigid ceiling directtyapplied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 22-23,20-22. REACTIONS. (lb/size) 23=60811tsechanica1, 22-2272/0-3-8 (min. 0-1-8),15=862/0-5-8 (min, 0-1-8) Max Uphft23=-767(LC 4) Max Grav22=2272(LC 1), 15=863(LC 4) FORCES. (lb) - Max, Comp,lMax. Ten, - All forces 250 (to) or less except when shown. TOP CHORD 2 -3=0/3112,3 -4=013110,4-5--82310,5-6-82310,6-7=-297910,7-8-297910, 8-9-332510, 9-10-3325/0, 10-11=-3325/0,11-12--2601/0,12-13-2601/0 SOT CHORD 22-23-1 13110,21-22-922/0,20-21-92210,19-20=0/2080,18-19=012979, 17-18-0/2979,16-17--013164,15-16-011555 WEBS 3-22-279/0, 2-22=-231710, 2-23=0/1383,13-15=-1726/0,4-22=-2451/0,13-16=0/1171, 4-20=0/1949,11-16=-631/0,6-20=-1408/0,11-17=0/278, 6-19=0/1061, 9-17=-25810, 7-19=-305/0,8-17--1321630 NOTES - 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center, 3) Refer to ifirderfs) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 767 lb uplift at joint 21 5) This truss is designed in accordance with the 2012 international Residential Code sections R502,1 1 .1 and R802,10.2 and reference standard ANSVTPI 1, V) "Semi-rigid plumbroaks wfth fixed heels' Member end fixity model was used in the analysis and design of this truss, 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 Go and fastened to each truss with 3-10d (0A 31" X 3") nails, Strongback be attached to walls at their outer ends or restrained by other means, 9) CAUTION, Do not erect truss backwards. WARNING - Pleme thmngloy review din'rwlomefx Ackv, 11-14)WIWOU50,UnIeSs the seat on any TOD feixewnfif an Vooptanw Or the PTONS and me of OW Truax no Wy Stoldmit In, she fe%pon approva of the Too and any hefd use 0 the I 11m, to mg for any WAMg. Nt oWtatired tomW dos am fined in TPI 1, Coloptiftt 02014 Poftutly0n) Eno.ftnoir LLC, (00), Rep MM :SQ PA*3t*d by I FIT and Seca, We re enmeed fo,=W quolanoo. no I defInes ft a convact oweed upw inwfts by 9 Parfin m The Tons Design Engtrwer V ot lh* CSeactmaeet, in any twot is pnoleelad afthool wIden pernomon, 00m PrafiuftDTJ. 11 and dubas of the Truss. Deadnef, Tm ru V Desanor a TrussSyNed, Enginew March 3,2015 3X4 ., 3x4 2 3x4 €i 3 I pian t C2uag iiOROW i94€aeSi2 4 7.E00 s Oct 3 2014 MiTek brilusiriss, €tta. Man Mae 02 12:3dt33 2015 Page t ID: KW6Fu8Yuv_FzJC45tfpYnNzYgJ3- uhwn sbhOnMI FHW7QU0sodVV2ps8B2rfzeyoq 3x4 4 Wo 34 ._= 3 420 49 t . .,,. --- , ------ LOADING __ LOADING (psf) SPACING- 2x3-•0 CSt. DEFL. in (loc) Vdefl Ltd TCLL 40.0 Plate Grip CiOt 1.00 TO 0.31 Vert(LL) 0,00 7 480 TCt7L 10.0 Lumber DO( 1,00 BC 0.21 Vert(TL) -0,08 6-7 -788 360 BOLL. 0.0 Rep Stress Incr YES WB 0,08 Horz(TL) 0.00 6 nla nra BCOL 5.0 ; Code IRC2012f TP12007 (Matrix) LUMBER- BRACING - Weight: 38 Ib FT = O%F, O%E TOP CHORD 2x4 SPF No.2(flat) TOP CHORD Structural wood sheathing directly applied or 944 or, purlins, except BOT CHORD 2x4 SPF No.2(flat) end verkicals. BS 2x4 SPF No.2(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 8=177/Mechanical,6=23810-5-8 (min. 0-1-8),7-577/0-3-8 (min. 0-1-8) Max Grav8=-.201(LC 3), 6-243(LC 4), 7=577(LC 1) FORCES, (lb) - Max. Comp,fMax. Ten, - All forces 250 (lb) or less except when shown- BOT CHORD 6.7=0/301 WEBS 2-7=-288/0,2-8-25416, 4-6--324/0,4-7-43010 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Refer to girder(s) for truss to truss connections. 4) This truss is designed in accordance with the 2012 International Residential Code sections 8502,11„1 and 8802.10.2 and referenced standard ANSVrPI 1, 5) 'Semi-rigid pitchbreaks with fixed heets" Member end fixity model was used in the analysis and design of this truss, 6) Recommend 2x6 strongbacks, on edge, spaced at 10.0-0 oc and fastened to each truss with 3-10d (0.131” X 3") nails. Strongbacks to be attached to walls at then' outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. i 9 NIARWlNG - P6eaae Suer Ftdy aevxew thes'"Custpmtrr"s .0. .mere xt drmav #a 54andard Terms for Manufedured Producer' (osen. WA deign paratrteters arae read rites a» thss i toss tai ilm WOMAN t W)and #ha rtr.t fYe%rerxe SPoait {ra l 11, u iactGie Uesure dih atattad do tMe TOD gnty AAi7aR GPn+tacR#x lvat8a 6haN bt % 8c# sot this td 6e Y Aa a TtuBs n oer (i.W £pCclaay Eng aiNi. the seas w any TOD =eteresem an acceptance of" Votessionat engineering hesper entony far the de• o of the errataTrus dapieted on the Y w1ty, m der TPp S The dies ass iota, tax cotrdetka*s. suivedity and use of this Truss fair nor curdinsg is the res tbtldY of the Owvi,. the au¢ agent or the eu ` Cies1&rqw, st the t oesext of the WC, i+te W, the 4acad 'rag wde a,�xr P, 9 The appar ai at the TOO sand any rare usc. 0 the Truss, ttrdurtto g nu sSing, sheraga. Pstater0h and txa . shads tw lite ria ' lily er thh auitl sig CFasgamr and Crearmfor A2 rrolms Set out In the TDO tmd the a pprraciacas and guldetinis of Hui&ietg C eaN Safety tntcumatspn tWait pvbfthed by Ttst aria SSCA are retia for al rvow, TPt 1 de the res sW9ties and dwtfes otthe Jr. Designer, Truss geasgrs Exrgiremor arxti 7:a 1.11 la -11d = -c unless okhcrva�e defined by a Contract Weed at by aN Wife tmo ed.. The Truss CksBgn Erighs st k; NOT the Suiseyi NsiOner or Truss System Engerve for any bu§Wmg, Ad capdiatxed tezme are as detated to Ter t, vroa ENGMEMNOuc Continght 0 2014 PmSeA i -W Emp rinmV.. LLC, fnr t),. Reprsduetden of this dorwrefent, in any form, is fuohit ked.4yoret Witten preneassion tiers P1*8W d De), OMMMMAM I Tea 11 ad 7,600 a Oct 3 2014 MiTek indusVies, are. Mon Mar 02 10:RXeEYl1OmoVVPIZ'lwOj4YgSzqTAN-_3U387pLwyeiDrzzwtMW2CY1 30 2 El LOADING {psi) SPACING- 2-0-0 CS1, TCLL 40.0 Plate Grip DOL 1,00 TO 0,16 TOOL 10,0 Lumber DOL 1,00 BC 0,10 BOLL 0,0 Rep Stress Incr YES WB 0,14 BCDL 5,0 Code IRC2012frPI2007 (Matrix) 13 M RRIZEM DEFL. in (loc) /!deft UPLATES GRIP Vertit-L) We life Jig 9: MT20 197/144 Vert(TL) n/a Old 999 Horz(TL) -0,00 3 n/a old Weight: 8 in FT = O%F, O%E ----------------- - -- - — 11— --- LUmaER- BRACING - TOP CHORD Zest Sur No,2(flat) TOP CHORD BOT CHORD 2x4SPF No,2(ftat) WEBS 2x4 SPF No"2(fla) BOT CHORD REACTIONS, (tty/size) 3-87il-B-6 (min, 0-1-8), 4=87/1-" (Min, 0-1-8) Max Ujy1rft3---347(LC 7),4--347(LC 6) Max Grav3=388(1-C 4),4-388(LC 5) FORCES. (lb) - Max, Comp,fMax, Ten, - All forces 250 (lb) or less except when shown. TOP CHORD 2-3--380/355,1-2=-495/495 BOT CHORD 3-4-495/495 WEBS 2-4-660/660 ;;d verticats, FFWMs1 �A�l Rigid ceiling directly applied or 6-0-0 oc, bracing, NOTES - 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center - 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (Le, diagonal 5) Gable studs spaced at 1-4-0 oc, 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 347 lb uplift at joint 3 and 347 to uplift at joint 4, 7) This truss is designed in accordance with the 2012 International Residential Code sections R502.1 1 I and R802,10.2 and referenced standard ANSnTP1 1, 8) This truss has been designed for a total drag load of 350 pit Lumber DOL -(1 33) Plate grip DOL -(1,33) Connect truss to resist drag toads along bottom chord from 0-0-0 to 1-8-6 for 350,0 plf. 9) "Semi-rigid pitchbreaks with fixed heals' Member end fixity model was used in the analysis and design of this truss, ft be attached to walls at their outer ends or restrained by other means, March 3,2015 ,&WARNING P.le-ellone 'Oeaw"10 StaMWdlerm of ManefafhaOd thodoOtti" hirth, VejDoyr ;ref=,dfya and read noes on rfas ThgOiggst1tir (TOO) he be , ea YM T, wid the rt,�u if. Sheet �res ret as 11,14). Db Only MiTter rxtnned� Oates whet he used to, fruits Design Sminee, (i,e, the seat on any TOCK tephereelef an accogirme Of One prarayse,nra apgeeiedrd respnns2hcPity fix the design of ones Three, Ohnectod on the Too only, Or TPI I , The devn assumptwos, 0 edge firetweety and use of SO Truss W any shaping is the res 'fiat of the Chnisr, the 010,ot"s ournorsted 3900t Of the stokers DesInw, in the career of the RC., the 18C, the , ow b,616n; oDde=Cof , There approval of the TDD and any fierid use of the Tnm, vidudirg herding, storage, insfaitroon and brarong, shaft he the res tally o the seeding Designer and Coottiehor, AK nates "t not 4, Me TOO and the pr a+xd grid of asaiWwng SCSQ inibirdued by mf " SOCA we n0efe,"d zmairwica TM I difflifer, they he a Th' 921" T1— Ir , T Tp.. Dohr t7asdgn pt irtear and Truax C`r.��.=fa ===d.11 falby a Cordnici agreed overt in 1004no by a4 Ps"r" : VoCt n Ereflawo is fteTrIt".. .TIM 4. fix any building Air capdahzed term are as denied fn Tot I Copyright 4i 2014 Pof8uAd-Ced Engineering. LLC, (00), Reproduceon 0$ this dorOoffeArrn any loan, Of ger oobtad VAhred xOften permerfew from Fhoswkforj OCTOBER ER 1, 2006 2 PLY FLOOR TRUSS CONNECTION DETAIL ST- PLY a REW Pale 1 of 1 [RiEFOR PLATE SIZES AND LUMBER GRADES SIMPSt SUS11 x6 or USP WS6 SCREWS MAX. CONCENTRATED LOAD MAX. UNIFORM LOAD AS PER CHART BELOW AS PER CHART BELOW T T T--- 7 SCREWS IN TOP CHORD @ 4" o.c. * SCREWS IN VERTICAL 4" o.c. *TOP CHORD SCREW SPACING PER CHART BELOW AND 4" END DISTANCE TRUSS MAX. CONIC LOAD (LES) PER VERTICAL 'TOP CHORD MAX, GIRDER LOAD ALONG TOP SCREW CHORD (ELF) DEPTH SPACING SYP or DF SPF or HF SYP or OF� SPF or HE 0-9- �. 3220 _ 2450 0-4-0 1380 1050 1 -Cid? 3220 2450 0-6.0 820 700 1-2-0 20 3880 2800 0-10.0. 552 420. 1-4-0 3880 2800 1-0-0 460 350 1-6-0 wm 4140 3150 a 1-4-0 _ 344_ 262 1-8-0 41-40 3950 1'6.0 3O6 232 1-10-0 ��.4600 3500 � 1.8-0 � 276 210 _ 4600 3500 f? -0: _ .. 230 - 174 0-3-8 0-3-8 > * 11mmmm 1) MIN. END DISTANCE OF 2) GAP BETWEEN TRUSS PL'rs SHALL NOT EXCEED 1/8" 3) SCREW HEADS TO BE ON LOADED FACE, 4) PRE DRILL ANY SCREW THAT GOES THROUGH A PLATE 5) SCREWS SHALL NOT BE INSTALLED IN AREAS WHERE LUMBER WANE EXCEEDS 1/4' 6) CONCENTRATED LOADS TO BE APPLIED AT TRUSS PANEL POINT WITH VERTICAL WEB 7) SCREW LOCATIONS MAY BE ADJUSTED UP TO 3" TO AVOID OTHER HARDWAREDEFECTEL I — TO ElCH TRUSS TOP CHORD WITH FASTENERS AT 12" • WARNM � Please tha and the DO Refereme tate soW on any'tDD rt 0 and dutws of the Twee Dft4rmr, Truss 7 Desi0ner or Tres SYstem EMmew W any b.t IikV N1 oapoattaed tam are as defined kr TM t.. Copyright 0 2014 Pro9aAW0lJ Enaineef ttt, LLC. (D Ji. Reprodvo0on of 11ft do =wt to any loan 4 PrnitMed e thout matter+ 11 i C 0� I MOOD I M Vzoc W�p m mr,0, wat 64 a j3e 0 g r, , V -jQ u > -24 2 -, j - a CO a u 'A _49 28- H3 i7 ro ; K!5 -n -c -.14 g. -p - a 5, sw;'-mff 94 0- j aw sii a a o C0,41 m -4 m C, Q, gg �! ;6 5 a '� i a a 5 a 55 g g' 9 3 t w a Gi S Balu 2 pl­ I ;� -, - 0 s ;a --OD2-4-s 41,0 It 5 'z m a U A '4� 2 9.2- g p 0 ��* a a 2 0 9 ) o 0, O-za 0 w. � q �% -m 9 - - ' . p" a a 0 a- 2 'Ong _= gi a N 0 0' C003 -a 55h t; .'E: g 5, WK9, a CL w0a 10 �__qw> 0 St " 5 , C) Z'"rot a 0 M, vin aa`ro 0. 0 3 a U 5 U, z 10 _T 3' lgrwG' 00, or - go 3 w m a -,has 'wn ON C. m" 0 n w ro csa a'W' a COD 0- 00+ is ggwjq'� -wit 4 a 91.1'ojj,5 g, So 80 0 � a j -a mar S z vo IR Z 126 a 1; 5�- 2- 9 a a - a 0 s' c § 'a, I a R ik a . I R c S_ F. 0 X . -S g K 'W' b 3 5 a @S e, -06 �r j gaa -08'. . 0 3 V 3 > I v w 0 -4 iT IV p-, 9 F, 02 % 13 "0 Ut 'o i .5 R. f9 Rga. ii, as ro *a, ar 'P� 1 4 1 - Wapd a 31 as i2. 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Eli i a cr 0 '< 3 ui § -4 C 9 U Owl Pr %a 21 18 a 0 J feu CD I I K ffm 3445 Quail HVAC Load Calculations for Creekslde Communities 7901 E Belleview Ave, Suite 250 Eng1wood, CO 80011 RHVAC""0"*` i Prepared By: Steve Bartunek B&B Heating And Air Conditioning Inc. 4892 Marshall St Wheat Midge, CO. 80023 303-423-7905 Wednesday, December 09, 2015 Rhvac is an RCCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and RCCA Manual D. Designed By� Project Date: Client Name, Client Address: Client City: Client Phone: Client E -Mail Address: Company Name: Company Representative� Company Address, Company City, Company Phone: Company Faxi Company E -Mail Address, Company Website: M -A Architects 7-9-2015 Creekside Communities 7901 E Belleview Ave, Suite 250 Englwood, CO 80011 303-449-8689 dcerniglia@creeksidecommunities.com B&B Heating And Air Conditioning Inc. Steve Bartunek 4892 Marshall St Wheat Ridge, CO. 80023 303-423-7905 303-431-6523 steve@bbheating.com www,bbheating.com Reference City: Denver, Colorado Building Orentatiom Front door faces South Daily Temperature Range: High Latitude: 39 Degrees Elevation: 0 ft, Altitude Factor: 9.000 Outdoor Outdoor Outdoor Indoor Indoor Grains 011)Lawb fttBulla RgLH= RQL�L= DTIL13m1b 12iffff-eno Winter: 1 0.21 n/a 30% 70 28.07 Summer: 94 59 8% 50% 75 -46 Total Building Supply CFM: 1,611 CFM Per Square k: 0.348 Square ft. of Room Area: 4,636 Square ft, Per Ton: 1,177 Volume (W) of Cond, Space: 41,732 Total Heating Required Including Ventilation Air- 66,171 Btuh 66,171 MBH Total Sensible Gaim 35,446 Btuh 99 % Total Latent Gain: 391 Btuh I % Total Cooling Required Including Ventilation Air: 35,837 Btuh 2,99 Tons (Based On Sensible + Latent) 194 Tons (Based On 75% Sensible Capacity) N R 1;ii gii ME ''M 11 1 iii!iiii,i;, li IN Rhvac is an ACCA approved Manual i and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Program FileskElite\Rhvac 9\Projects\3440 Ouail Ct,rh9 Wednesday, December 09, 2015, 8:32 AM C:\Program Files\Etite\Rhvac 9\Projects\3440 Quail Ct-rh9 Wednesday, December 09, 2015, 8,32 AM .7- Budding Svatem 1 Humidification Zone 1 9-Game/Rec 2 -Theater 3 -Gr wlspace 4-Mech7 tora43e 5-Sedroom 4 6 -Bath 3 7-Bedmom 3 $-Master Bedroom -Master Bath I O -Study 71 -Guest Beth 12 -Guest Bed 13• Foyer 14 -Dinning 15 -Great Room 16 -hook 18 -Laundry 19-PowderRoom Net ec= it,� 'roan€ Sen Gat' Not Sen �", R� �t �ucI Ton /Ton Area, Grein Gain: Gain LOSS CFM F cFM Si f 2.99 3.94 1,977 4,636 35,446 391 35,837 66,171 853 1,611 1,611 2,99 3,94 1,177 4,636 35,446 391 36,837 6,171 669 1,611 1,611 14 t? 2,770 4,636 35,446 391 35,837 63,401 859 1,611 4,611 94x15 944 5,505 -338 5,505 8,800 919 2 0, 250 3--5 269 1,382 -78 3,382 1,751 24 63 1-5 238 739 -235 739 12,304 167 34 1-4 447 450 -143 450 3,122 42 20; 20 1-4 144 1,159 -119 1,159 2,535 34 53 1--4 81 237 126 363 541 7 11, 11 1-4 181 758 -141 758 3,037 41 " 34 34 1-..4 278 3,280 e187 3,280 5.692 69 140 149 2-5 2941 2,062 61 2,123 2.559 35.." 94 94 1-6 189 3,554 -53 3,554 2,134 29 162', 162 2-5 ill 763 88 851 1,327 18 35 35 1-4 139 1,549 -147 1,549 3,436 47 10 70 1-5 131 729 -34 729 1,836 25....:33 3 1-4 325 1,„934 251 2,185 3,463 47 88 68 1_5 461 1,737 -86 1,737 3,461 46 '9 79 1...5 99 2,289 -116 2,289 3,813 52 104 104 1_ 118 5,231 1,675 6.876 798 11 236: 236 2--6 104 1;593 -107 1,593 2,724 37 , - 72 72 1_5 6 525 -26 525 728 14 24 24 1-4', Afro ram File l iitel by c 9t 'ro ect \3444 Quail l t.rh9 Wednesday,•• 2015,,, ROOM or Source Minimum Maximum: Rouqh. Design, SP Duct Duct Duct Name Velocity Velocity Factor U100, Loss, Velocity Length System I Supply Runouts Zone 1 rift t 1-Garne/Rec Built-in 450 750 0 0.1 611.7 2 -Theater Built-in 450 750 0 O'l 4603 3-Crawispace Built -In 450 750 0 0'1 385A 4-Mechistoracte Built-in 450 750 0 01 234,2 5 -Bedroom 4 Built-in 450 750 0 O'l 603.6 6 -Bath 3 Built -In 450 750 0 01 123,5 7 -Bedroom 3 Built-in 450 750 0 0.1 394,6 8 -Master Bedroom Built-in 450 750 0 CIA 546,8 9 -Master Bath Built -In 450 750 0 0.1 477.5 10 -Study Built-in 450 750 0 O'l 592.4 I I -Guest Bath Built-in 450 750 0 O'l 397.4 12 -Guest Bed Built-in 450 750 0 0.1 516.5 13 -Foyer Built-in 450 750 0 O'l 379.5 14 -Dinning Built-in 450 750 0 0.1 644.6 15 -Great Room Built-in 450 750 0 CIA 5799 16 -Nook Built-in 450 750 0 01 529,9 17 -Kitchen Built -In 450 750 0 0.1 602 18 -LaundrV Built-in 450 750 0 O'l 531,2 19 -Powder Room Built -In 450 750 0 0'1 273.3 Other Ducts in System I SuPPIv Main Trunk Built-in 650 900 0 0.1 872,2 ................ Summary. System 1 Heafinq Flow: 859 Coolina Flow: 1611 C:\Prograrn Files\Elite\Rhvac 9\Prqjectsi3440 Quail Ct.rh9 Wednesday, December 09, 2015, 8:32 AM tt rift t Wednesday, December 09, 2015, 8:32 AM 4A -6-o: Glazing -Double pane low- (e = 0.20 or less), 546.5 12,445 0 13,382 93,382 high performance, operable window, e=0.05 on surface 2, any frame, u -value 0.33, SHGC 0.33 11 . Door -Metal - Fiberglass Core 46 1,905 0 590 590 12F-0sw: Wall -Frame, R-21 insulation In 2 x 6 stud 4071.6 20,954 0 4,342 4,342 cavity, no board insulation, siccing finish, wood studs 16B-38: Roof/Ceiling-Under Attic with Insulation on attic 2607.6 4,679 0 3,322 3,322 Floor (also use for Knee Walls and Partition Ceilings), Vented Attic, leo Radiant Barrier„ Bark Asphalt Shingles or Dark Metal, "lar and gravel or Membrane, P-36 insulation 21A-20: Floor -Basement, Concrete slab, any thickness, 2 2066.9 3,851 0 0 0 or more feet below grade, no insulation below floor, any floor cover, shortest side of floor slab is 20' wide dirt...floor: Floor -Base ..._.__,...237,8 x,54 ._ 0. Subtotals for structure. 52,382 0 21,736 29,736 People, 4 800 920 1,720 Equipment. 1,760 8,920 10,680 Lighting. 0 0 0 Ductwork. 0 0 0 0 Infiltration. Winter CFM. 145, Summer CFI. 70 11,019 -2,169 1,457 -712 Ventilation: Winter CFM: 0, Bummer CFM: 0 0 0 0 0 Humidification (Winter) 7,55 gal/day : 2,770 0 0 0 A C3_E>c tri ion _,_...._ ...__._ ,.,...... _, �...;_.. ._ ... _ _ ... _ 0 _ 3 .__w. 2,4.. ,.. Total Building Load Totals: 66,971 391 36,446 35,831 C:kPrograrn Files\Elite\Rhvac 9kProjects\3440 Quail Ct,rh9 Wednesday, December 09, 2015, &32 AM Humidification % 1miltration I i -10 � ♦: Equipment 1rwl� �l�rum�iw�„n4M,��� 141 Glass 37' People % Door % C:\Program I s\Fate\Rhv c 9\ roj cts\3440 Masi! Ct.rh9 Wednesday, December 09, 2015, 8:32 A Room Length, 944,2 ft, System Number: I Room Width: 1.0 ft. Zone Number: I Area: 944,0 sq,ft, Supply Air: 250 CFM Ceiling Height* 9.0 ft. Supply Air Changes: 1,8 AC/hr Volume: 8,498,0 cu.ft, Req, Vent. Clg: 0 CFM Number of Registers-, 3 Actual Winter Vent. 0 CFM Runout Air- 83 CFM Percent of Supply,: 0 % Runout Duct Size: 5 in. Actual Summer Vent,: 0 CFM Runout Air Velocity: 612 ft. min. Percent of Supply� 0 % Runout Air Velocity: 612 ft./min. Actual Winter Infil": 23 CFM Actual Loss: 0 308 in,wg./100 ft. Actual Summer Infil.: 11 CFM .......... .. ... N -Wall-12F-Osw 15A X 10 124,2 0,065 4,5 557 0,9 0 115'' E -Wall-12F-Osw 11.8 X 10 118.1 0.065 4.5 530 0,9 0 110 N -Wall- 1 2F-Osw 20.7 X 10 2067 0.065 4.5 927 0.9 0 192 W -Wall-1 2F-Osw 14.9 X 10 IIIA 0.065 4.5 498 0.9 0 103 N -Wall-12F-Osw 2 X 10 193 0.065 4.5 88 0.9 0 18 W -Wall- I 2F-Osw 18 X 10 150.5 0.065 4.5 675 0.9 0 140 N -GIs-4A-6-o shgc-0,33 100%S 30 0,330 22.8 683 12.7 0 381 W -GIs-4A-6-o gc-0.33 O%S 30 0.330 22.8 683 37.5 0 1,124 W -Gals -4A-6-o shge-0,33 O%S 30 0,330 22.8 683 37.5 0 1,124 Floor-21A-20 I X 9442 944.2 0.027 119 0 0 Subtotals for Structure: 7,083 0 3,307 1 lnfil,- Win.: 22.6, Sum,: 10.8 820 2.093 1,717 0,277 -338 227 ARID Excursion: 375 gqui ment: 01,596 Room Totals: 8,800 -338 5,505 Color television 683 0 100 100 683 0 Computer and monitor 1636 0 35 100 538 0 Total 1596 0 C:\Program Files\ElitekRhvac 9\Projects\3440 Quail Ct,rh9 Wednesday, December 09,2015,8:32 AM Room Length 14.1 ft. System Number: 1 Room Width: 19.0 ft, Zone Number, I Area: 269,0 sq,ft. Supply Air: 63 CFM Ceiling Height: 9.0 ft, Supply Air Changes: 1,6 AC/hr Volume: 2,417,0 cu,ft, Req. Vent, Clg- 0 CFM Number of Registers. I Actual Winter Vent,: 0 CFM Runout Air: 63 CFM Percent of Supply., 0 % Runout Duct Size: 5 in, Actual Summer Vent.: 0 CFM Runout Air Velocity, 461 ft,/min. Percent of Supply: 0 % Runout Air Velocity. 461 ft./min, Actual Winter Infil.: 5 CFM Actual Loss: 0,176 in wg ./100 ft Actual Summer Infil.: 3 CFM W -Wall- 12F 0sw 19 X 10 190,3 O 065 4,5 853 0,9 0 177 Floor -21A-20 I X 268,5 268,5 0.027 w 1,9Soo . ...... ... .. 0�0 0 0 Subtotals for Structure: 1,353 0 177 Infil.- Win.: 5.2, Sum,: 2,5 190 2.091 398 0.279 -78 53 AED Excursion: 94 Eq pipmepf, 0 __11, ��- Room Totals: 1,751 -78 1,382 C:\Program Files\Eiite\Rhvac 9\Projects\3440 Quail Ct,rh9 Wednesday, December 09, 2015, 8:32 AM u „ Residential & Light Commercial HVAC Loads Eille Software 6 & 6 Heating and A/C Ina 3445 Quaff Q Plan I � !i ..__.nDetailed Room Loads_w _ . .__C.__ .: .M.Load Pro , Calculation Mode: Fltg. & cit. €occurrences. t Room Length: 237.8 ft. System Number. Roam Width: 1.0 ft. Zone Number: 1 Area: 238.0 sg.ft. Supply Air: 34 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 0.9 AC/hr Volume: 2,140.0 cu.ft, Req. Vent. CIg; 0 CFM Number of registers. 1 Actual Winter Vent.: 0 CFM Runout Air: 34 CFM Percent of Supply.: 0 } runout Duct Size: 4 in. Actual Summer Vent.: 0 CPM Runout Air Velocity. 385 ft.lrnn. Percent of Supply: 0 I runout Air Velocity: 385 ft./min. Actual !Minter Infil.. 16 CFM Actual Loss 0 169 in. g,1100 ft, Actual Summer lnfil.: 8 CFM -Wall-12F-Ossa 1.9 X 10 19.4 0.065 4 87 0.9 0 18 S -Wall-12F-0sw 6.2 X 10 62.3 0.065 4.5 279 0.9 0 58 i I F -Wall-12F®Ossa 16.1 X 10 161.1 6.965 4.5 723 0.9 0 156 S -Wall- 1 2F-Osw 11 A X 10 114.3 0.065 4,5 513 0.9 0 166 W -Wall-12F- w 12.2 X 10 122.3 0,065 4.5 549 0.9 0 114 i i S -Wall-12F-Osw 3,3 X 10 33.3 0.065 4.5 149 0.9 0 31 I W -Wall-12F-0sw 5.8 X 10 58.1 5.665 4.5 261 0.9 0 54 Floor -dirt floor I X, 237 .._ � M 23T8 __..O 521. 35,9 v __8,548 ._ ..e.. � . 0..0.__._ . � Subtotals for Structure: 11„109 0 531 I fil,. in.. 15.7, Sum.: T5 571 2.094 1,195 0.277 -235 158 A D Excursion: tao Totals. Room- 12,304 -235 73 }${ j 1 4}f !f E 1 I 4 f i E i F p i i i i 1 I y{� i I C -\Program Files\Elite\Rhvac 9\Projects\3440 Quail Ct,rh9 Wednesday, December 09, 2015, 8:32 AM 1 Room Length: 447.4 k System Number: I Room Width: 1'0 ft. Zone Number: I Area: 447.0 sqI. Supply Air: 20 CFM Ceiling Height: 9,0 ft. Supply Air Changes: 0,3 AC/hr Volume: 4,027.0 cu.ft, Req. Vent. Cig: 0 CFM Number of Registers: 1 Actual Winter Vent,: 0 CFM Runout Air: 20 CFM Percent of Supply,: 0 % Runout Duct Size: 4 in. Actual Summer Vent, 0 CFM Runout Air Velocity- 234 ft./min. Percent of Supply: 0 % Runout Air Velocity: 234 ft./min, Actual Winter Infil': 10 CFM Actual Loss: 0M4 in. wg,/l 00 ft, Actual Summer Infil.: 5 CFM 7777 777 .. ...... ' . . . . . . . . . . . . ..... . .. . ...... . .... D �-�O"s '4 ... ... . . .. 90 E - W a I I - 12 w- 18 �7X 10 187 0.065 4.5 839 0.9 0 174 S -Wall-12F-0sw 161 X 10 160,8 0,065 4.5 721 0,9 0 149 Floor -21A-20 I X447A --- ------- 447A U27 1,9 834 U 0 0 Subtotals for Structure- 2,394 0 323 Infil.: Win,: 9.6, Sum.: 4,6 348 2,093 728 0,276 -143 96 AED Excursion: 31 Room Totals: 3,122 -143 450 - -- ---------- C:kProgram FileskElite\Rhvac 9\Projects\3440 Quail Ct.rh9 to ll i t h r t tEliteo re 6iiolk M E 6 & 8 heating and A/C lnc. 3445 Quail Ct plan 1. e$ yid 0Room C3S} p I A:. _ ._.� �. a ..._.. .. �_...:. .a-..-w. Calculation Mode: Htg. & clg. Occurrences. Room Length: 144.5 ft. System !Number: 1 Room Width: 1.0 ft. Zone Number: 1 Area: 144.0 sq.ft. Supply Air. 53 CFM Ceiling sleight: 9,0 ft. Supply Air Changes: 2.4 AC/hr I Volume: 1,3£30.0 cu.ft. Req. Vent, Ig: 0 CFM j Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 53 CFM Parent of Supply.: 0 Runout Duct Size: 4 in. Actual Summer Vont,. 0 CFM Runout Air Velocity: 604 ft./min. Percent of Supply: 0 ` runout Air Velocity: 504 ft./min, Actual Winter Infml.:: 8 OFM Actual Loss: 0.410 in.wg.1100 ft. Actual Summer In l.: 4 CFM F -Wall- 1 2F-Osw 11.3 X 10 08A 0.005 4,5 440 0.9 0 91 S -Wall-1F-0sw 8.2 X 10 82 0.005 4,5 368 0.9 0 76 W -Wall-12Fw0sw 3.3 X 10 33 0.065 4a5 148 0.9 I -Wall-12F-0sw 5.6 X 10 55.8 0.065 4.5 250 0. 0 52 i F -CSIs-4A-6-o shgc-0.33 O%S 20 0.330 :22.8 455 37.5 0 750 I or 4 .,_..a_�....,_. 4 4 O 27 .e�_A...W m 1 269 a .�,,..�...a_...� .,a�_..,....e.. 0 0 I Subtotals for Structure: Infil.. Wmn.. 8.0, Sum,. 3.8 289 1,930 2.094 605 0.277 0 -119 1,000 80 AFC3xcurron _....,..._..,_ ._ e._ ._... _ m m...._ m _ ?_ Room Totals: 2,535 -119 1,159 m E I C I t I i I :\Program Files\Elite\Rhvac 91Projects\3440 Quail Ct.rh9 Wednesday, December 09, 2015, 8.32 Ail Room Length, 118 ft, System Number, I Room Width:' 5.9 ft, Zone Number: I Area: 81.0 sq,ft, Supply Air: 11 CFM Ceiling Height: 9,0 ft. Supply Air Changes: 0,9 AC/hr Volume, 733.0 cu,ft. Req, Vent, CIg: 0 CFM Number of Registers: I Actual Winter Vent.: 0 CFM Runout Air: 11 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in, Actual Summer Vent., 0 CFM Runout Air Velocity: 124 ft./min. Percent of Supply: 0 % Runout Air Velocity, 124 ft /min Actual Winter Infil.: 2 CFM Actual Loss: 0.019 in.wg.1100 ft. Actual Summer lnfif CFM ""' . ..... . ...... i TI -Q E -ball -12F-Osw 5.9 X 10 Floor -21A-20 I X 81.481.4 % 1 O 065 0,027 4,5 265 _.m._? _..w___. 152w,a 0 0 0.0 0 55 0 Subtotals for Structure: 417 0 55 Infil.: Win,: 1.6, Sum.: 0.8 59 2.098 124 0.271 -24 16 AED Excursion: 16 Fqqi ment: p 1-1-1-1-1-11 ---1-1 "1-- -1. 11-11-1�-"-.,-�-1--.--l-l-�-.- I- -1.11-.-1-1Ill-l---,�1--�",---""",-I -.1-11- --1111- 1-.-111--l-�1--�,-,-111-111,l"I --- ---- - --- 150 150 Room Totals: 541 126 2 I C:\Program Files\Elite\Rhvac 91Projects13440 Quail Ct,rh9 Wednesday, December 09, 2015, 8:32 AM H v - asidentlat & Light Commercial HVAC Loads Elite 304"re Developmerat,.tno.; @ O 8 Heating and A/C Inc, 3446 Quail Ct Plan I, i Detailed r �r ; 77 .w,� .. ...,»,.. ..m.......`7-`77 ,w..,u� ,.......,�, .�..,,�..�:... .w,.,... ,..,,,.,.,..... I .... ...:..�,,.., 1 Calculation Mode, Htg. & clg, Occurrences: 1 Room Length: 180.9 ft. System Number: 1 Room Width: 1.0 ft. Zone Number: 1 I Area: 181.0 s .ft, Supply Aar: 34 CFM Ceiling Height- 9.0 ft. Supply Aar Changes: 1.3 AC/hr Volume: 1,628.0 CLIK Req. tient. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent,: 0 CFM I Runout Aar: 34 CFR Percent of Supply.. 0 Runout Duct Size: 4 in. Actual Summer Ment.. 0 CFM Runout Aar Velocity: 398 ft./min, Percent of Supply: 0 Runout Aar Velocity: 396 ft./min, Actual Venter Infrl.: 9 CFM I Actual Loss O 977 in wg /100 ft Actual Summer Infil 5 CFM F 8 N -Wall-12F-Osw 98.8 X 100 112.8 0.065 445 506 0.9 0 105 4 E -Wall-12F-Os r 13.1 X 10 131.2 0.065 4.5 588 0.9 0 922 W -Wall- I 2F-Osw 7.2 X 10 72 0.065 4.5 323 0.9 0 67 I N -GIs-4A-6-o stack-0.33 100%S 25 0.330 22.8 569 12.7 0 318 I Floor-21A-20 1 X 180,9 1809...e 027......_ 1m 337 0. Ian $ , Subtotals for Structure. _. .f? p... ... 2,3234 _ _0 0 _ .. ...,=`S ., 612 � Infil Win 9A Sum 4.5 341 2 094 714 0 276 141 94 AZO Excursion ... ..,_. .,.. _, ...._ .. ............... _,,.._.._,� ., .,,..m...w ,....._.m ..,.,., -.... ...e_,.,_,.,. .___.,..,._.. .. .�._ _..._ _ , Room Totals. 3,037 -141 758 yp Y } t I t I j i I I C:4Program Filed lite\Rhvac 9\Projectsl3440 Quail Ct.rh9 Wednesday, December 09 2015, 8.32 Alii .. « .w ,«,. , m.� « ._.m , M_. _.. � _, . «. a ....,.. f .w .« h Residential, t l t Commercial V Loads Keatingai d A/C Inc,3446 Elite aro«Developmeni Quail enc: ' { Ot Plan � at«Rx a Cl t1i133 ! i� a 1 !° Detailed._m, w_.._. -Room ._« .ry �. .__.. w � , r�.. : m . r_., s i Calculation Mode, Htg, & c1g. Occurrences Room Length; 278.3 ft. System Number, 1 Room Width. 1.0 ft, Zone Number: 1 � 2 Area: 278.0 sq,ft, Supply Air: 148 CFM P Ceiling height: 9.0 ft, Supply .Air Changes:: 3.6 AC/hr Volume. 2,505,0 cu.ft. Req. Vent. Clg. 0 CFM Number of Registers: Actual Winter Vent., 0 CFM Runout Air, 75 CFM Percent of Supply., 0 % Runout Duct Size. 5 in. Actual Summer Vont., 0 CFM Runout Air Velocity, 547 ft./min, Percent of Supply. 0 % ? E Runout Air Velocity. 547 ft./min. Actual Winter Infll.. 12 CFM Actual Loss 0,247 in wg /100 ft Actual Summer lnfil 6 CFM 1 nppn` 111. �� 'k� � } N `Wall -1 F-Osw 15.4 X 10 114,2 0.065 4,5 512 0,9 0 105 F -Wall-12F-Osr 11.5 X 10 103.1 0.065 4.5 462 0.9 0 9 W -Wall- 1 2F-Osw 18 X 10 150.5 0,065 4,5 675 0.9 0 140 N -GIs-4A-6-o shgc-0.33 100%S 40 0.330 22.8 911 12.7 0 508 F -GIs-4 -6-o shgc-0,33 O%S 15 0,330 22.8 342 37,5 0 562 1 I W -GIs-4A-6-o shgc-0,33 O%S 15 0.330 22.8 342 37.5 0 562 W -GIs-4A-6-o shgc-0.33 O%S 15 0.330 22.8 342 37.5 0 562 I t1P Cei1 16E 38 31.,1_.2 X 1 311 O, 026 58 1 3 0 396 � Subtotals for Structure.~* « � vw.._�.d .w w>_ m..a, � _ m ... «««a . ,,,�. 4,144 �. « �...� «,...«,.. 2>3.. G Ifil., Win.. 12.5, Siam., 6.0 453 2.094 948 0,276 -187 125 AFC Fcursion 223.. Room Totals,» . w. _. k I jI I t I t t I . ,._ . «. ._, _.._. W.... 5,092 ,. ___.__« ,....�,......__..... ....,. s«.....�,_a. w_ . _... , -187 ..,..,..,« «,,.,«,.— w,.. „__.. ,,.....«»., 3,280 i f }} 2 6 g ..._.._,..«._3 C;tProgram FllestFllte\Rhvac 91Projects\3440 Quail Ct.rh9 Wednesday, December 09, 2015, 8.32 A C:kProgram Files\Elite\Rhvac 9\Projects\3440 Quail Ct,rh9 Wednesday, December 09, 2015, 8:32 AM C:\Program Files\Elite\Rhvac 9\Projects\3440 Quail Ct,rh9 Wednesday, December 09, 2015, 8-132 AM C:\Program Files\Elite\Rhvac 9\ProjectsQ440 Quail Ct.rh9 Wednesday, December 09, 2015, 8:32 AM Room Length: 139.4 k System Number: 1 Room Width: 1.0 ft. Zone Number: 1 Area: 139.0 sq,ft, Supply Air: 70 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 3.4 AC/hr Volume: 1,255.0 u.ft, Req, Vent. Cig: 0 CFM Number of Registers- 1 Actual Winter Vent. 0 CFM Runout Air,- 70 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in, Actual Summer Vent 0 CFM Runout Air Velocity: 517 ft./ in. Percent of Supply: 0 % Runout Air Velocity: 517 Umin. Actual Winter Infil.: 10 CFM Actual Loss: 0,220 in,wg,/l 00 ft, Actual Summer lnfil,: 5 CFM E -Wall- I 2F-Osw 12.1 X 10 121.4 OM5 4.5 544 0,9 0 113 S -Wall-12F-Osw 11.5 X 10 71 .8 0.065 4.5 318 0.9 0 66 W -Wall- I 2F-Osw 12.1 X 10 121.4 OM5 4,5 544 0.9 0 113 S -GIs-4A-6-o shgc-0,33 O%S 32 OMO 22,8 729 19,4 0 621 S -CSIs -4A-6-o shgc-0,33 O%S 12 0,330 22,8 273 19A 0 233 UP-Ceii-16B-38 155.9 X 1 155,9 OM6 1.8 280 13 0 199 Subtotals for Structure: 2,688 0 1,345 Infil,' Wn,: 9,9, Sum.: 43 358 2M2 748 0.277 -147 99 D Excursion: w._vw- - --------- - 10 Room Totals: 3,436 -147 1,549 Residential & UghUght Commerrial HVAC LoadsElite 8o re Development, I [B & B Heating and A/C Inc 3445 (wail Cdt Plan I' W.hpiId a t }LOORijoO.Room Loads od Load w Calculation Mode, Htg. & clg. Occurrences. 1 Room Length: 130.9 ft.. System dumber, 1 Room Width" 1.0 ft, Zone Number: 1 t Area. 131.0 sq.ft. Supply Air. 33 CFM Ceiling Height: 9,0 ft. Supply Air Changes: 1,7 AC /hr t Volume, 1,178.0 cu.ft. Req. Vent. Olg. 0 CFM i Number of Registers, 1 Actual Winter Vent., 0 GFM Runout Air: 33 CFM Percent of Supply.; 0 Runout Duct Size: 4 in. Actual Summer Vent..: 0 CFM Runout Air Velocity- 380 ft,tmin, Percent of Supply: 0 Runout Air Velocity: 380 ft./min, Actual Winter Infil.: 2 CFM ; Actual Loss 0 164 in wg /100 ft Actual Summer Infil 1 CFM ,•i i ni t F -Wall-12F-0sw 2 X 10 19.7 0.065 4.5 88 0.9 0 18 3 S -Wall- 6.2 X 10 34.3 0.665 4.5 154 0.9 0 32 I S -boor-11 X13.5 X 8 28 0.600 41.4 1,159 15.0 0 420 UP C eii 16B 146.4.? 146A 0,026 263... 13 _. _.. 186 Subtotals for Structure. _e _ .�1_ .,,..._.. 1,664 m..a... ._. 0 656 I Infil.: Win,: 2.3, Surma.: 1.1 82 2..098 172 0.280 -34 23 I A[3 cursln �._ w.,._x--------?... Room 'totals: 1,836 -34 729 j I x i 4 I F i C ,\Program Files\ lite\Rhvac 9\Projects1 440 Quail Ot.rh9 Wednesday, December 09, 2015; 8:32 AM _. hv Residential & U htCommercial HVA ds m _.r.. _....... __.. -- Elite Software Development, Inc. i 8 & a Heatlaq and AIC Inc, 3445 Quail Cit Flan 1 r i �q herat BfDeta it inns �C p 77-7,77777`7- ..,.., �..........:. ... ll.,,. ,n, .,..,.m,..w,.:. ,..,,.,5,,.», .....,.m,.,.,.,.0..,,w..,..,.....w,.,...:w.w.,.,wu..w.w...,w.x.,.wwwa .,....,.,,.,.„..,,, .w,. ....w,. ,. e.,.,..a ,......., 'c p Calculation lode. Fitg. & clg.Occurrences: 1 Room Length. 17.1 ft. System Number: Room Width. 19,0 ft, Zone plumber. 1 9 Area. 325.O sq.ft. Supply Air. 88 CFM I Ceiling Height, 9.0 ft. Supply Air Changes. 1,8 /hr } Volume. 2,922.0 cu,ft. Req. Vent, Clg. 0 CFM Dumber of Registers. 1 Actual Winter Vent.. 0 CFR Runout Air. 88 CFM Percent of Supply.. 0 Runout duct Size. 5 in. Actual Summer Vent.. O CFM 3 Runout Air Velocity. 645 Urnin. Percent of Supply: 0 Runout Air Velocity 645 ft /min Actual Winter lnfil 10 CFM Actual toss 0,341 iri wg /100 ft Actual Summer lnfil 5 CFI 1 1 1 x R -Wall-12F-0sw 19 X 10 190.3 0.065 4.5 853 0,9 0 177 I S -Wall-12F-Osw 17.1 X 10 146,6 0.065 4.5 658 0.9 0 135 S Calc 4A 6 o shgc O 3 O°ISS 24 0.330 22,+8 546 19.4 O 466 UP Ceil 16 _38 363_X 1_._m.. _.. w _ ._.. .. ._._ 363w Om,026.._.... 1.8_...__,,. 651. ., ..., 1,3 Ow.._ _., 463y Subtotals for Structure" 2,708 0 1,242 lnfil,. Win.. 10.0, Suis. 4.8 361 2,092 755 0.277 -149 100 AFD Excursion 132 Pett _Ip 2O0 lat/p r =,, s r1/p r_,.a_._ p ._ ,,,__a.. ._.a_ . 4a,aw m_e _ a.. —400,.— ., .. ----460- Room Totals: § I I 3,463 251 1,934 ?s j § § t § s p I C f 3 I i I } i s Grogram Files\Flit lRhvac 9\Projectsl344O Quail Ct.rh9 Wednesday, december 09, 2015, 8:32 A by ostd rrtt t '-"'ht Commercial HVAC Loads , .. ,._ _. _ ..... _ .... EliteSoftware elop t, Inc. l to ttn a AIC Inc.t i as ail Ct Plan SLI .0 841 s { Room Loads - Room 15 - Great Room_( Load Prppq0W*,-__ ; Calculation Mode: Htg. & clg Occurrences: Room Length.. 460.8 it. System dumber. 1 E Room Width: 1.0 ft. Zone plumber, 1 Area. 469.0 sq.ft. Supply Air. 79 CFM Ceiling Height. 9.0 ft. Supply Air Changes. 1.1 AC/hr Volume. 4,147.0 cu,ft. Rett. Vent. Clg. 0 CFM Number of Registers, 1 Actual Winter Vent.. 0 CFM Runout Air. 79 CFM percent of Supply.. 0 Runout duct Size. 5 i. Actual Summer Vent,. 0 CFM Runout Air Velocity.. 579 ft.tmin. Percent of Supply: 0 Runout Air Velocity: 579 Urnin, Actual Winter Infil., 6 CFM Actual Lass 0.276 in wg /100 ft Actual Cummer Inffil CFM i . -Wall-1 F-0sw 20.8 X 10 ��... 147.8 �Wu0,065 u, 663 W... .,.. 4,5 0.9 0 m 137 N -GIs-4A-6-o shg -0,33 100°ISS 92.5 0.330 22.3 235 12.7 0 159 I ltl -Cis-4A-6-o shgc-0.33 100%S 36 0,330 22.8 820 12.7 0 457 Nl GIs 4A 6 o shg 0 3 100°ISS 12 0,330 515...x._ _... w . 026.. 22 8 273 ,.._& 8 .. _.__.924, _ 127 0 1 w _ ---- —1 152 656 Subtotals Sub r Structure: 2,955 0 1,561 Infil., Win.: 5.7, Stam,: 2.8 208 2.093 436 0.278 -86 58 AED .Excursican ....._,.,.., .. ,. m_. _ .,s... ..n..r. .. ._._.. _.__._. _. 1.1.5._ Roam Totals, I 1 3,401 -86 1,737 I 3 1 I s } I £ I I I E I i I i i C:iPro ram FileskE itelRhvac 9tProjectsi3440 Quail Ct,rh9 Wednesday, December 09, 2015, 8:32 AM by Residential LightCommercial HVACLoads Elite Software v 1opnt, IMt r 6 & 8 Heating and A/C Inc,3446 Quail Ct Plan 1 d t_lhat ft Cr a 2N } I"I'Detailed RoomLoads ,may Load oo*,p Calculation Mode: Htg. & clg. {occurrences: 1 Room Length: 13.8 ft. System Number: 1 Poore Width: 7.2 ft. Zone lumber: 1 I Area: 99.0 sg.ft. Supply Air: 104 CFM Ceiling Freight: 9.0 ft. Supply Air Changes, 7.0 AC/hr [ Volume: 895.0 cu.ft. Idea Vent. Clg: 0 CFM Number of registers: 1 Actual Winter Vent.: 0 CFM Runout Air:. 104 CFM Percent of Supply.: 0 % Runout Duct Size:. 6 in. Actual Summer Vent.; 0 CFM Runout Air Velocity: 530 ft./min. Percent of Supply: 0 Runout Air Velocity: 530 ft,/min, Actual Winter lnfil.: 8 CFM Actual Loss: 9.189 in.wg,/199 ft. Actual Summer lnfil.: 4 CFM 2, t N -Wall-12F-Osw 13.8 X 10 89.8 U65 4.5 403 0.9 0 83 F -Wall-12F-Osw 7.2 X 10 72.2 0.065 4.5 324 0.9 0 67 W -Wall-12F-Osw 7.2 X 10 24.2 0.065 4.5 199 0.9 0 2 E -GisAA-6-o shgc-0.33 1OO%S 48 0.330 22.8 1,093 12.7 0 610 W -tris- A -6-o shgc-0.33 56%S 48 0,330 22.8 1,093 216 0 1,131 g 3 UP Ceil 16 38 111_ 2 X 1 _ ...__.�, 111 0 02.6 _..�m _..._.__ a p 1 8 2_OCJ . �.�w.��__ ...n�.. 1 3 .. . � 0 .e_._.. .0 . r Structure. Subtotals for 3,222 2,0155 I lnfil.: Win.: 7.8, Sum.: 3.7 282 2.094 591 0,276 116 78 A ..Excursion:_... _ .. ... -_�__...._ .. . . _.. _,._.. r ,...__. .. _ ... ........ v, .,... _. 156._ R Room Totals: s 3,813 -116 2,289 i i V } 3 i t ... __ __ ..... _..,r.....a. . h_ .. ...... .. ....... ._—_ i C:kProgram File tElitelrhvac 9\Projects\3440 Quail Ct.rh9 Wednesday, December 09, 2015, 8.32 AM ( Evac t e identiat & Light Commercial MVAC Loads stifte Software Developmerit100. , 6 & 8 Heating and A/C Inc 3445 Quail Ct Plan 1 ! ' �_�...Detailed.�Room Loads � m �:� '.7_ _.Kitchen_ . o -Load Pro Calculation lode: Htg. & c1g. Occurrences: 1 Room Length: 13.8 ft. System Number: 1 Room Width: 8.5 ft. Zone Number: 1 Area: 118.0 sq.ft, Supply Air: 236 CFM Ceiling Height: 9.0 ft. Supply Asir Changes: 13.4 AC/hr i Volume, 1,056.6 cu.ft. req. dent. C:lg: 0 CFM Number of registers: 2 Actual Winter Vent..: 0 CFM Runout Air. 116 CFI Percent of Supply.. 0 Runout Duct Size: 6 in, Actual Summer Vent : 0 CFM Runout Air Velocity: 6012 ft./min. Percent of Supply: 0 % Runout Air Velocity: 6102 ft./min. Actual Winter In l.: 2 CFM Actual Lass: U31 in.wg,/100 ft. Actual Summer Infil.: 1 CFM 4 Wall -12 -Osw 8.5 X 10 €15;3 U65 4.5 363 0.9 0 9 1 P eil 1 r 131.4 .4 X 1 ...._ �..... 131...A 0.026 _ .. � 1. ..... w �236t, . 1�.., ,.._ 0 �..__._.�.� 167 Subtotals for Structure: 619 0 246 lnnl.: Win.: 2.4, Sum,; 1.1 85 2.096 179 0.261 -35 24 E AED Excursion: 354 People: 200 later, 230 sen/per: 2 400 460 q_uipent..m..� Room 'Totals: 796 1,675 5,201 } i Coffee maker - brewer 1331 717 100 25 333 179 Cooking range no hood - four 13311 7167 25 25 832 446 burners on high heat Dishwasher 4096 1433 100 25 1024 358 Microwave 4949 1732 75 25 928 3.25 Refrigerator or freezer - 16 1040 0 100 100 1000 0 cubic feet Total 4117 1310 I i f C:1Program FileskElitelrhvac 3\Projectst3440 Quail Ct.rh9 Wednesday, December 09, 2015, 8:32 AIV Calculation Mode: Htg, & clg. Occurrences, I Room Length, 103,6 ft, System Number, 1 Room Width. I'0 ft. Zone Number: I Area, 104,0 sqft Supply Air: 72 CFM Ceiling Height: 9.0 ft, Supply Air Changes, 43 AC/hr Volume: 932,0 cuft Req. Vent, Clg: 0 CFM Number of Registers: 1 Actual Winter Vent, 0 CFM Runout Air: 72 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in, Actual Summer Vent.: 0 CFM Runout Air Velocity: 531 Umin, Percent of Supply 0 % Runout Air Velocity: 531 ft./min. Actual Winter Infil,: 7 CFM Actual Loss, 0,233 in,wg,/l 00 ft, Actual Summer Infil,' 3 CFM E -Wall 12F -Os 8.9 X 10 80,6 O 065 4.5 361 0,9 0 75 S -Wall-12F-0sw 8.1 X 10 81,3 0,065 4.5 365 0.9 0 76 W -Wall- I 2F-Osw 33 X 10 32.8 0,065 4,5 147 U 0 30 S -Wall-12F-0sw 5.7 X 10 33.5 0.065 4.5 173 0.9 0 36 S Door -11J 21 X 6.8 18 0,600 41A 746 15,0 0 270 E -GIs-4A-6-o shgc-0,33 O%S 8 0.330 22,8 182 37.5 0 300 it 38 115,8 X 1 ... ....... 115�8 U26 1�8 208 .. .... . . ......... ------- 1.3 0 148 Subtotals for Structure: 2,182 0 935 Infil., Win.: 7,1, Sum,* 3.4 259 2.091 542 0.278 -107 72 AExcursiow 108 g�qui ment:0 478 Room Totals: 2,724 -107 1,593 Vented clothes dryer - 10 1707 0 50 50 427 0 percent to space Total 478 0 C:\Program Files\Elite\Rhvac 9\Projects\3440 Quail Ct.rh9 Wednesday, December 09, 2015, 8,32 AM " by - esiderifial & Light Commemial HVAC Loadsllte �i Development,Inc.; Htiiis2d Al Inc,3445 Quail Ct Man I ' s Detailed Room Loads Room Powder A.votpgLoad Procel a.�� .�,� �. ,,. Calculation 9ode: Htg, & clg. Occurrences: 1 g Room Length: 13.8 ft, System Number: 1 ' RoomWidth- 6.2 ft. Zone Number: 1 Area: 86.0 sq.ft. Supply Air: 24 CFM Ceiling Height: 9.0 ft, Supply Air Changes:. 1.9 AC/hr ; Volume: 773.0 cu.ft, Req. Vent. Clg: 0 CFI s Number of registers: 1 Actual Winter Vont.; 0 CFM Runout Air: 24 CFM Percent of Supply.: 0 Runout Duct Size; 4 in. Actual Summer Vent.:: 0 CFM l Runout Air Velocity: 273 ft./min, percent of Supply: 0 Runout Air Velocity; 273 Umin. Actual Winter lnfil.: 2 CFM Actual loss U86 in wrg 1100 ft Actual Summer 6nfil 1 CFM 777f -Vaal!-1 F-0sw 6.2 X 10 04.3 0.066 4.6 244 0.9 0 00 F Cis 4A 6 o s c 0 33 O%S 8 0,330 22 8 182 37,5 0 300 UP- eil16 -38 'i 1 961 6026._e_.�, 18 172 __ _.......... m . 13 0 122 Subtotals for Structure: 698 0 472 In l.: Win.: 1.7, Sum.: 0.8 62 2.087 130 0.273 -26 17 ((l Excursion: _.._ _,. __.._,.. .,_ �... „r_.__. 6 i _. Room s: f 4 Z I S l 728 -26 525 l i }}F 1 7 i t C:\Program Files\Elite\Rhvac 9\Project; \3440 Quail Ct.rh9 Wednesday, December 09, 2016, 8:32 AN _N_1 --- Zone 1--- I Game/Rec 944 8,800 119 3-5 612 5,505 -338 250 250 2 Theater 259 1,751 24 1-5 461 1,352 -78 63 63 Crawispace 235 12,304 167 1-4 355 739 -235 34 34 4 Sec/storage 447 3,122 42 1-4 234 450 -143 20 20 Bedroom 4 144 2,535 34 1-4 604 1,159 _119 53 53 6 Bath 3 81 541 7 1-4 124 237 125 11 11 7 Bedroom 3 131 3,037 41 -4 395 758 -141 34 34 8 Master Bedroom 278 5,092 69 2-5 547 3,289 -187 149 149 9 Master Bath 291 2,559 35 1-6 477 2,982 61 94 94 10 Study 189 2,134 29 2-5 592 3,554 -53 182 152 11 Guest Bath 111 1,327 18 1-4 397 763 88 35 3 12 Guest Bed 139 3,435 47 1-5 517 1,549 -147 70 70 13 Foyer 131 1,836 25 1-4 380 729 -34 33 33 14 [inning 325 3,453 47 1-5 645 1,934 251 88 8 15 Gast Room 461 3,401 46 1-5 579 1,737 -86 79 79 16 Nook 99 3,813 52 1-6 530 2,289 -116 104 104 17 Kitchen 118 798 11 2-6 602 5,201 1,675 236 236 18 Laundry 104 2,724 37 1-5 531 1,593 -107 72 72 19 Powder Room _.._..__ 6 .,.._ .72.8 r . _.. 273 525 -26 24 24 Humidification � 2 770 S #rr�..,1 total _....._. y __._._ _ 4.,636 � 6,171 � m_�.�9 _._-_ _ 5446 ... 391 1x11 1 611 System 1 Main Trunk. Size: 14x19 in. Velocity: 872 ft./min Loss per 100 .: 0.092 in.wg Recommended: 3,94 75%/25% 35,446 11,815 47„261 Actual: 3.29 75%/25% 29,625 9,875 39,500 Type: Model: Indoor Model: Brand: Description: Efficiency: Sound: Capacity: Sensible Capacity: Latent Capacity: AHRI Reference No,: X190 Natural Gas or propane Furnace 92.1 AFUI 0 76,000 Btuh n/a n/a n/a d Air Conditioner ii RC1 -15i Standard Air Conditioner 13.5 SEE 0 39,500 Btuh 29,625 Btu 9,875 Btuh 527733 i Master Bedroom i f 3�r dtt CFh4 Nool t�SStHt ?9�e�@fk Y Y 5"56CFM q l� e 33 7f jjgSyyS �� 7`130CF& i� Y � ti4§Ch@1' ` 98 Ohre tStudy t p 1 y s¢ 6, 9 CFM i 5'42 CFt Guest Bath Cx43M1tSi dail 9"' 79 CR {Pp3d{ 7" 9t FOyOT Dinnrnt 7-U6CFh' Nool 7'° 130 CR l 7f 7`130CF& P Y � ti4§Ch@1' ` Y 1 Powder Roon 9"' 79 CR pCy 3 k t. � 5 �MSrF%0rivlNtR`Yb Sv4"3,V,ti.Ww!kil'MJtti 4kW,i`?A»riM1l�k;5,U%l;sRi;\d::1W1k ,. 5 Quail Ct Manual D Draw Approved: Date'� ernent1 Job Number: A IdJASNV nd joulSis,,)p!Rutppnq oqjjo,(jqjqjsuodsaj aqisi'Sutpl!nqjL,Inailj,edXuvjojluouodwoosiqijoasnptm,(.I!flq,ellnsOtf,L umoqssjuouodtuoassnjj aql -Iql Xfolos Xj!pq!suodsoj SumamBuo ImiomcpAjo oourld000valvoipm sOulmup osoql uo Inas aqL Soajpw 'Zopuclual-I 9 1 OZ'6 j-)qwax)(I , Z jolde40 'HdJJISNV jad `J00ulBu3 ssnj_L 941 IOU jauftap 6ujpl!nq gql In Apjqsuods9j et4l st 6utpl!nq jelnoped Aus jol suBtsep ssnil jo AppqepnS �UBISGP 6up edaid up pasn uagq jou sett pue Alun a3u9joi0i 914 J01 st pagpods uopopuep! uotleool AuV asn Aus jol apidoidde se POU!JOA U,99q IOU 9Ael4 SJO19UJLJ8d s6utmeip ssnil paouejejai uo umoqs sialoweied u6tsap uodn posed sessnil lenp!AIPUI 10 U61SOP joj Alolos st )4!pq!suodsaj sjaouiBua ssnji:31ON INVINOMI , stoqlo Xq poqstlqvls,,) sonjPA taqLun I uo Xjw tsop ssmi E'9 U011010S I ldl/ISNV qj!m alurp000v tq. an, sonlVA uWisap joquinl `Ll0Z'jE.ioqoioo stopu.ioloDjoolds itliacid atop iemoualosuaoli/vW 9ELL09tS nT MLL09f-d :teas sitliXqPO.TOAO',)SIDIqSJOSOBUd ;s5ujjdSoppjojo,)-ppnqo.id /,qpoplAoidsiolowLjtdoqiuta posu�q uotslmodns laoitpAm :rapine -oul `VS flNail!WAq pati aid U00q )AVq molaq poolUML40.1(s)ulm'MIT) ssnA Ottl 6% 9jjnS Guel NDequM9 ZLLL ,*ul lvsn momw 9 1010, 1 u'eld M011014 1!,en6 / op!sNoojo 91-8WHOSO 01 :-'A M"6 V319POW MOD 60k 81IMS OUR1 V"U"AD Utz e44 5tqp)gx3ao aaupp�na psou*6 m4 aftwcp Apodoid puo Ar4ut jaumadaclis4#§^Ad 44�osdoeoo psaAoid of puD A4*qVjS 401 PO#AbQl SAOMP %! 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TOWN%M 3 SOUTH,! RANGE 69 M CITY Of WHEATRIDGE, COUNTY-WIE, PAGE 3 OF 3 JEMNAMOM cou 340 AS% A It, oma, ,O'Illy I V27401274 V274 NAGE EA$rWNT C, A, O WACAT RM OF As � XV 01 0 X04 NfYCkff�S POMR4 q 4 ' M ;1, ORAINUA EASF EW R,g, 370 M�uv= RECORDS ON i Z T or A, Rfp,�'m THP DOUNDS waxwFAN --m, UTV7 I." Il IN111114139% w1may C" Cw,4511', SOO I L eta. Rr, E Te VACAVEM, rtAMMATFO, ANS CKUNGUMNE0 MR OtC toy, I'll RMORFMO or N. 232ii Si" FT" Z n IV we Noff, pq IN11,14 kill *HT -OF EMMENT 0, OF 0PATIACC WAY 'ONDS or mij"O I..Al 65"VK16Y IFECOM49 or *w$ AA bit, Nwr #11), 50 sowk,AND uvu- I kw ry K! 001 Ulf -- — — — — — — — — — , 00 Ale —A-4 "ZIll. PLWM CAP TIP" el L9Y gas .W. BY TSS M PLAT UP As - C4 "XILOW SY 01 oe or s, K'AT %r ;dtST XS KERN NIa06NV UTUY veRtsy , h —..... .... Erar THIS 2 useV,aT 6 SWE SAA -vi Elt 2 -`LOT I FT. --"16453 SQ. 1/4 CORNER City OF WHSAT Nic v FST 2B -r ININ ONO 3.25' SpAss Sol --,c T -A ME- wwwgml pcodkos MST"Rs2w 72 Ommm C""v- r', i� wrs-T 1/4 CORNER Im ,20 9024' PEW FENCES Us 1�11-clzp ---, --- R21"'UORUMEM At 01SCOSED aNTER VNE =TO K 'N LIN Sr Al 4,9,s3S.-SI-105 SIR StCl�bN 4 ASYMM ASSME'D V City of Wheat j, dge 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 February 26, 2015 OFFICIAL ADDRESS NOTIFICATION NOTIFICATION is hereby given that the following address has been assigned to the property /properties as indicated below: PROPERTY OWNER(S): Quail Hollow Patio Homes LLC NEW ADDRESS: Wheat Ridge, CO 80033 Lot 1— 3350 Quail Ct. Lot 2 — 3380 Quail Ct. Lot 3 — 3410 Quail Ct. Lot 4 — 3440 Quail Ct. Lot 5 — 3445 Quail Ct. Lot 6 — 3415 Quail Ct. Lot 7 — 3385 Quail Ct. Lot 8 — 3355 Quail Ct. Lot 9 — 3325 Quail Ct. Lot 10 —11305 W. 33rd Ave. Lot 11 —11355 W. 33rd Ave. Lot 12 — 3325 Quail St. Lot 13 — 3345 Quail St. (existing house to remain with existing address) SUBDIVISION: Quail Hollow Jefferson County Reception Number for Plat: 2014095809 NOTES This is a courtesy notification. AUTHORIZED BY: f'� DATE: DISTRIBUTION: 1. Jefferson County Assessor, ATTN: Data Control, 100 Jefferson County Parkway, Golden, 80419 2. Jefferson County Mapping, ATTN: Addressing, 100 Jefferson County Parkway, Golden, 80419 3. Jefferson County Elections, ATTN: H. Roth, 3500 Illinois Ave., Laramie Building, Suite 1100, Golden, CO 80401 4. Email to Jeffco IT Services at smitchel(,ieffco.us 5. U.S. Post Office, 4210 Wadsworth Blvd., Wheat Ridge, CO 80033 6. Email to erlinda.j.martinez(d,)usps.g and krissy i.summerfield(&,usps gov 7. Xcel Energy, ATTN: Correspondence, 1123 W. 3rd Ave., Denver, CO 80223 8. Century Link, Capacity Provisioning Specialist, 5325 Zuni St., Room 728, Denver, CO 80221 9. Comcast, Attn: Scott Moore, 6850 S. Tucson Way, Englewood, CO 80112 10. Consolidated Mutual Water District 11. Northwest Lakewood Sanitation District 12. Wheat Ridge Fire District 13. Wheat Ridge Planning Division 14. Wheat Ridge Building Division 15. Wheat Ridge Police Department www. ci.w h ea tr i d ge. co. u s 16. GIS Specialist 17. Log File NOTE: Please notify all other parties concerned. ADDRESS MAP UPDATED BY: Vicinity Map DATE: A