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7495 W 48th Circle
INSPECTR6 �ECORD INSPECTION REQUEST LINE: (303) 234-5933 OccupancvfType Inspections will not be performed unless this card is posted on the project site. Call the inspection request line before 11: 59 p.m. to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Comments Initials Pier Concrete Encased Ground (CEG) Foundation / P.E. Letter Plumbing rin Melt Pnnr f'nncrctn Prinr Tim annrnval Ut I no Annve InsDEcrions Underground/Slab Inspections Date Inspector Initials Comments Electrical Lath / Wall Tie Sewer Service Rough Plumbing/Gas Line Plumbing Rough Mechanical n., Alr.t i`wnr I InAmrnrnvmri nr Rcinu 11n_Glah Wnrk Prinr I n Annrnval UT I no Anove insneciions Rough Inspections Date Inspector Initials Comments Wall Sheathing Mid -Roof Lath / Wall Tie Rough Electric Rough Plumbing/Gas Line Rough Mechanical Rough Framing Rough Grading Insulation Drywall Screw / Nail Final Inspections Date Inspector Initials Comments Landscaping & Parking / Planning Dept. Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. ROW & Drainage i Public works Dept. Floodplain Inspection (if applicable) Fire Inspection i Fire Protection Dist. Final Electrical Final Plumbing Final Mechanical Roof Final Window/Doors Final Building NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. -For low voltage permits — Hlease oe sure mat rougn inspections are compieteu Hum a ie 1-11e viau IUi 01 QU �U 1-1 .,, 0UU by the Building Division. **For Inspection Time Window — Please email insptimerequest@Ci.wheatridge.CO. US by 8:00 A.M. the morning of the inspection with the property address in the subject line of the email. Time window is based on the inspector's route. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather City of Wheat Ridge ' Residential Roofing PERMIT- .201702530 PERMIT NO: 201702530 ISSUED: JOB ADDRESS: 3555 Quay ST 06/26/2017 JOB DESCRIPTION: Residential Re -roof for 3555 and 3565 EXPIRES: 06/26/2018Quay St. to ild II class 4 30 lb. felts, ice and water all new metal ssaand Gflashingshwith 40 sq. *** CONTACTS *** OWNER (720)272-8501 ELMER J HERNANDEZ & AURORA RUI SUB (303)840-9239 Adam Gondek 018174 Adam's Roofing *** PARCEL INFO *** ZONE CODE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: OA Unassigned *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 10,280.00 Total Valuation FEES Use Tax 0.00 215.88220.15 Permit Fee ** TOTAL ** 436.03 *** COMMENTS *** *** CONDITIONS *** Ef{`ective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding A3�-inch exists. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturera€'"s installation instructions, whichever is more stringent. In order to pass a final inspection of el.astomeric or similar type roof coverings, a letter of inspection and approval manufacturer's technical representative from the stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of ficial inspection. 4 i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: X�6 Job Address: 7y9 S Permit Number: %l ' �, LJ No one available for inspection: Time / - AM4fM Re -Inspection required: Yes No�! When corrections have been made, call for re -inspection att303-2234-5933 Date: lP Inspector: )©,A�G;/ fid'- DO NOT REMOVE THIS NOTICE- . i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTI Inspection Type: Job Address: Permit Number: ❑ No one available for inspection: Time � /PM Re -Inspection required:Yes o When ((corrections have been m e, call for re -inspection at 303-234-5933 Date:(0 �� � 7- Inspector: jw r�,, I DO NOT REMOVE THIS NOTICE A , City of Wheat Ridge s w Residential Roofing PERMIT - 201701768 PERMIT NO: 201701768 ISSUED: 06/08/2017 JOB ADDRESS: 7495 W 48th CIR EXPIRES: 06/08/2018 JOB DESCRIPTION: Permit for Res Re -roof: install IKO Cambridge IR, 25 squares, 4/12 pitch *** CONTACTS *** OWNER (714)654-7112 BREITENFELDT BRADLEY SUB (720)209-4635 Michael Lindberg 140280 Pioneer Home Solutions *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 6,425.00 FEES Total Valuation 0.00 Use Tax 134.93 Permit Fee 156.75 1 ** TOTAL ** 291.68 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding k/2 -inch exists. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturera€ms installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer's technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. PERMIT NO: JOB ADDRESS: JOB DESCRIPTION City of Wheat Ridge Residential Roofing PERMIT - 201701768 201701768 ISSUED: 06/08/2017 7495 W 48th CIR EXPIRES: 06/08/2018 Permit for Res Re -.roof: install IKO Cambridge IR, 25 squares, 4/12 pitch I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applica le 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 thispermit. �urther attest that I am legally authorized to include all entities named within this document as parties to the work to be performed an ,]that all,work to be pe_ ormed is disclosed in this documentgnd/or its' accompanying approved plans and specifications. t 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 androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of ff the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services D1v Sion. 6. The issuance or granting of a permit shall not be construed to be a permit for or an approval of, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Inspection time requests will be accepted by email only. Please email requests to insptimerequest@ci.wheatridge.co.us between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line. Antoinette Kulick From: no-reply@ci.wheatridge.co.us Sent: Wednesday, June 7, 2017 10:35 PM To: Permits CommDev Subject: Online Form Submittal: Residential Roofing Permit Application Categories: Antoinette` Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. Permits are currently being processed within 24-48 hours, subject to change based on volume. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Existing permits that require amendments (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. PROPERTY INFORMATION Property Address 7495 W. 48th Circle Property Owner Name Brad Breitefeldt Property Owner Phone 714-654-7112 Number Property Owner Email Field not completed. Address Do you have a signed Yes contract to reroof this property? It will need to be provided at the time of permit pick-up. CONTRACTOR INFORMATION OR Contractor Name Contractor's License Number (for the City of Wheat Ridge) Contractor Phone Number Pioneer Home Solutions 140280 720-209-4635 Contractor Email Address mike@phsdenver.com (permit pick-up instructions will be sent to this email) Is this application for a Yes new permit for a residential roof? Are you re -decking the No roof? Description of Roofing Iko Cambridge IR Material How many squares of 25 material? Provide additional detail house, 4/12 here on the description of work. (Is this for a house or garage? What is the roof pitch? Etc) Project Value (contract 6oD8— �� ,� � r � value or cost of ALL Go 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. 2 I understand that this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. 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 been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. Name of Applicant Mike Lindberg Email not displaying correctly? View it in your browser. HOME SOLUTIONS Customer 700 N. Colorado Blvd Suite 170 Denver, CO 80206 720 209 4635 phsdenver.com info@phsdenver.com I H (a-54 711 Z Emai ACCREDITED 11 BUSINESS Address lgq-5 �' \O `<<'' e City - I�LC� .O StatelW Zip V63- Pioneer Home Solutions, LLC (hereinafter "PHS") agrees to provide the labor and materials for insurance ; Claim # &c, Do Z4 3 -74 :3 with the approximate "commencement" of work the week of J (per terms). The customer gives PHS permission to speak and negotiate with their insurance company to establish a total Replacement Cost Value (RCV) for repairs. The customer has the right to rescind this contract within 72 hours of entering into it and can notify PHS of rescind via email, mail, or in person. ,� SPECIFICATIONS OF MATERI:`./ ID WORK PERFORMED vRo ing _Near -off, haul & dispose of existing roofing material _ n�I stall pipe jacks -1 Install roof vents '�1� sst�taR d , C In the Color Vxsstall felt paper _'stall ice & water shield If required by city code and In ccordance with ciai _Install drip edge if required by city code and in accordance with claim 1 C can up property _ ifetime workmanship warranty ** Customer is responsible for all HOA approvals on materials and colors ** Customer is responsible for coordinating and sche uling any satellite dish remounting, realignment and calibration with their service provider Vdditional Work & Specifications �" ��}�y X57 kJ � �r.�a�J iY� ✓SKS i r3�2y�� 1� ���^^• 4�e l4 X;6t A F/ -'s -F0, T UP -T -L F- VE+J �•h L v -- (� ' QE f3 oT J.5 I Fiz a ,.! T— t kST X56 a ps IP�� ` a Fr - The r Pio �� p� The total cost will be equal to the full and final Replacement Cost Value (RCV) as determined between the insurance company and PHS. Customer understands that if s/he has RCV coverage for these repairs, s/he will be out of pocket the deductible amount and if s/he has Actual Cash Value (ACV) coverage, s/he will be out of pocket the difference between the ACV and RCV. Changes (supplements, overhead/profit (O&P), permits) from the current RCV to the final RCV will be reflected in the insurance company's estimates and loss reports and are considered as updates to this agreement. The customer agrees to pay PHS in whole for these additions. The current RCV estimate for the specified work and materials for known damages is $ Lr^i a and progress payments will be paid to PHS as received from the insurance company. PHS shall hold in trust any payment from the customer until the delivery of materials at the site or has performed a majority of the roofing work on the property. Make all checks payable to Pioneer Home Solutions Half down of RCV upon DELIVERY of materials Date Initials Remainder of ACV payout upon completion $ Date Remainder of RCV, O&P, supplements, permit fees $ Date Initials Initials FINAL TOTAL/RCV $ Date Initials Customer and PHS agree to the materials, specifications, terms stated herein, on back and supplements to this agreement. Customer L PHS, by ���� j'��E �JN C-- representative Signature / Signature Date Z 7 1 7 Date CITY • WHEAT RIDGE INSPECTION NOTICE Inspection Type: Job Address: - 7'1 ( '1 , 5 W — (fi ( el I /U, - 1-1111, -11- ---------- - 0 • o o p e ��l Nne available fr insection: Tim I 111 19FRIP1 I 1 I gi I 11111� 1 1111111 � I �� UME�� D. Inspector: 4 CITY OF WHEAT RIDGE Building Inspection Division -A Ap- (303) 234-5933 Inspection line 235-28,55 0 237-8929 Inspection Type JobAddress Permit Number �36 1 V 4 : No one available for inspectiow Time - AM/PM Re-inspection required: Yes No When corrections have been made, call for p ion at 303-234-5933 Date: /3 lnspector: DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line _ BY °.p .. 4, Property appraisal system RLQV!D&iJ 6 OF 20 Ng_xt GENERAL INFORMATION Schedule: 025993 Parcel ID: 39-231-07-007 LrLnL_H_PJg NEM3321EMBEMEM Property Address, 07495 W 48TH CIR WHEAT RIDGE CO 80033 3464 Mailing Address: SAME ADDRESS AS PROPERTY PROPERTY DESCRIPTION Subdivision Name: 169400 - CQULF_fJA_NQ_R_AN_U PROPERTY INVENTORY Property Type RESID Year Built: 5.955 Adjusted Year Built: 1955 P M-IMI-1130i TAX INFORMATION Improvement Number: ON irozirtr In http:// 11/21/2013 M Lo &eaitj� icate I e I d TAX INFORMATION Improvement Number: ON irozirtr In http:// 11/21/2013 N � 4 " ra City of Wh6at,R ie, OhAmumn DUELOPMENT �jg City of Wheal Ridge Municipal Building 7500 W, 29"' Ave, Wheat Ridge, CO 80033-8001 P: 303 235,2846 F: 303,235.2857 I N lt B. Development standards: Ptindipal I One-family Buildings I I dwelling 35' 40% 9,000 sf 75' 25 (d) 5' (e) 10 Two-family dwelling a 35' 40% :1 :2,500 sf 100 25' (d) per — story — 10 — (e) [[coup home 35 40% a nnn 9,000 sf 75' 25' (d) 5' per story 10 , (a) Churches, Churches, schools, government quasi- government buildings, golf courses, small 35' 40% 1 acre EE 200' 25 (d) 15' (g) i 20' day care center, and nursing, elderly and congregate care homes Ac s cesory �6i f �- I ��i n ce ' Buildings 1,000 sf per N/A N/A 25(d) 5' height; 10' if (0 u (f) Major 15' nit N/A N/A 25'(d) 5 > 10' in height Minor 10 400 sf :N /A N/A 25'(d) All Ot Usess 35" 40% 9,000 sf 75' 26 (d) 1 11111111 1 1 "I'll, 1111 - - I 1 1 5' (e) 10, Building Department Validity of permit: The issuance of a permit or approval of plans, spedfications and computations shall not be a permit for, a an approval of, any violation to any of the provisions of the building code or of any Cily or9nances. Permits presuming to give authority to violate or cane! !h: orc lions of the building codes or other ordinances of the City shall not t, valid. Work shall comply with the following codes: 2006 IRC, 2006 IECC & 2005 NEC. ndrails shall be provided on at st one side of stairs at a height of 'to 38" measured vertically from IN CRAW SPACE (TYP) c . ,.1r t r�.c r EXISTI G PATIO tread nosing. _......... PLAN VIEW (EXISTING) sirs shall not have risers that 1 / 4 = 1' -0° Carbon monoxide detector(s) -eed 7 ' /a" in height or treads that __ — within 15 ft of all sleeping less than 10" measured from Provide truss manufacturer's profile required areas. sing to nosing. quired guards shall not be less drawings at time of frame Smoke alarms shall be required in n 36" in height and shall not have inspection. Uplift connections and each sleeping room and outside each ;nings greater than 4 ". bearing shall comply with drawings. sleeping area per 2006 IRC, Section - -- Rafters shall bear fully at heel cut 313. ass less than 60" above tub floor and shall have one H2.5 clip per -_ Direct connect smoke alarms are required to be safety glazed, _ _- rafter at bearing point. required. Its in shower shall have non- - - _-_ All shingles shall nailed with a Uutlets in bedrooms shall be arc - orbent finish to 6' above floor. - minimum of 6 nails s per shingles and fault protected. Tess window(s) required mid roof inspection required on tile, Outlet type, location and spacing mplying with R310 of the 2006 concrete, or metal roofs. shall comply with 2006 IRC and C for size, height, location, well Ice and water shield underlayment ' 20 ft NEC. d ladder requirements. extending 2 feet inside exterior walls is required at the eaves. N4inimum 50 CFM exhaust fan vented to exterior shall be provided in toilet rooms and bathrooms. Cf)mbustion air ducts within 12" of ceiling and floor, sized at the rate of 1 sq. inch per 2000 BTU's, are required. Shutoff valves required on lavatories and water closets. A minimum of 21" of clear space is required in front of lavatories. Minimum 30" clear area for toilet is required with minimum 15" from center to sidewall on each side. Water hammer arrestor shall be installed at quick closing valves 2006 IPC 604.9. 3' O.D. ADJ. STEEL MONOPOST TO FDN. OR LONER HEADER (TYP) DBL 20 TIMBER POST MIN. COLUMN UNDER EACH 2x8 FLOOR JOISTS SPACED 0 16' o.c. MAX. (BELOW) PLAN VIEW (RENOVATED) 1/4" = 1' -0" T �,Y NOTE: REFERENCE SHEET #1 FOR GENERAL NOTES. D.L.D. REVISIONS I By DJ.z . CIO ti DATE 10-28 -2013 DATE DATE DM. 13719 W. Amherst Way Lakewood, CO 80228 Phone: (303) 359 -4678 FAX: (303) 948 -1949 WEBSITE: www.InnovativeStructural.com 1r ": BRIGHTENFELDT RESIDENCE CONTRACTOR: (PROJECT: INTERIOR RENOVATIONS LOCATION: 1 495 W. 48th CIRCLE, WHEAT RI FECCNI'M RE LOAD BEARING WALL FRAM NCs 4- '2DmtC3T3 . DRAWN DAT6 I DRAWING NO. D.L.D. APPROVED DATE CONNECT NEW FLOOR JOISTS TO EXISTING WALL FRAMING W/ (4) 10d COMMON NAILS PER MEMBER (TYP) DRAWING STATUS ❑ PRELIMINARY DETAILS ONLY - NOT FOR CONSTRUCTION ❑ ISSUED FOR INFORMATION PURPOSES ONLY ❑ ISSUED FOR MUNICIPALITY OR ARCH. / ENG. APPROVAL ❑ ISSUED FOR OMER OR CONTRACTOR APPROVAL 0 ISSUED FOR CONSTRUCTION 0 DESTROY ALL PREVIOUS COPIES CO 80033 SHEET NO. 2OF3 SECTION 1/2" = 1' -0" Wit: REFERENCE SHEET #1 FOR GENERAL NOTES. SECTION B 1/2' = 1' -0" APP- OVED: 'Z fi SECTION C 1/2" = 1' -0" APPROVED Subject to Field Inspections Foundation inspections shall be performed by the engineer of record and verified to the Building Division by wet - stamped letter of approval. i 13719 W. Amherst Way Lakewood, CO 80228 Phone. (303) 359 -4678 FAX: (303) 948 -1949 WEBSITE: www.innovativeStructural.com 1E BRIGHTENFELDT RESIDENCE CONTRACTOR: PROJECT: INTERIOR RENOVATIONS LOCATION: 1495 W. 48th CIRCLE, WHEAT RIDGE, CO 80033 KCCNFIC;E LOAD BEARING WALL FRAMING D.L.D. DRAWNG N0. SHEET N0. 2013 -186 3OF3 DRAWING STATUS ❑ PRELIMINARY DETAILS ONLY — NOT FOR CONSTRUCTION ❑ ISSUED FOR INFORMATION PURPOSES ONLY ❑ ISSUED FOR MUNICIPALITY OR ARCH. / ENG. APPROVAL ❑ ISSUED FOR OWNER OR CONTRACTOR APPROVAL ISSUED FOR CONSTRUCTION DESTROY ALL PREVIOUS COPIES aAY slant MASMI SRDS • W wn wuc ISSUED BY D.L .D. DATE x-18 -1013 ME a V APOR BASIBt BY OTHERS AS Imo 0ax" mom 7 " y . * . W. ANOM BMT S APPROVED BY DATE SPACED • 4W as MAX RECEIVED BY DATE (TTP) s REVISIONS m A� STARS Esc SmuDTURE NM DESCRPTIM BY APPNO ATE WL I* '=5 BY orrm Dow SBaICRaE MEN SDZIlCW Q EREAL REVISIONS PER GC 0.1-D. D1 Ira 11 -1®l3 SLOK AS (tEA (TV) _- . ,- _ - . __ -_ (�) � g VOW ( )rO - . - - -. - DEEMED ANM RODS 77 -- • -- U9NG SaAPSaN SET EPDXY 7 Q 11-SiN SOL OR EQWAIENT 0 ADDnM Q 04 BARS I COMNECI NS TO EMI NG 18 ae MAX iOIBaN�T10N Q I _— 0 48" -- BWOR 9A AS Rr.4 .g 0.G _ • NNOVAT VE NC. r .If S' ( iP ODIN ) CTT?T TCrFY TT? A T CT. T? VTf'RC SECTION B 1/2' = 1' -0" APP- OVED: 'Z fi SECTION C 1/2" = 1' -0" APPROVED Subject to Field Inspections Foundation inspections shall be performed by the engineer of record and verified to the Building Division by wet - stamped letter of approval. i 13719 W. Amherst Way Lakewood, CO 80228 Phone. (303) 359 -4678 FAX: (303) 948 -1949 WEBSITE: www.innovativeStructural.com 1E BRIGHTENFELDT RESIDENCE CONTRACTOR: PROJECT: INTERIOR RENOVATIONS LOCATION: 1495 W. 48th CIRCLE, WHEAT RIDGE, CO 80033 KCCNFIC;E LOAD BEARING WALL FRAMING D.L.D. DRAWNG N0. SHEET N0. 2013 -186 3OF3 GENERAL NOTES THIS DRAWING IS PROVIDED TO ILLUSTRATE THE STRUCTURAL ENGINEERING OF THE MEMBERS ASSOCIATED WITH NEW CONSTRUCTION ONLY. IT IS NOT INTENDED TO BE FULLY DIRECTIVE NOR COVER ENGINEERING DETAILS OF SUCH MATERIALS, PRODUCTS OR EQUIPMENT NOR THE INTERCONNECTION THEREWITH FOR AREAS OF THE STRUCTURE CURRENTLY EXISTING. BECAUSE INNOVATIVE STRUCTURAL SERVICES (ISS) DOES NOT CONTROL JOB SITE ASSEMBLY OR PROCEDURES, GRADE AND QUALITY OF MATERIALS OR EQUIPMENT SUPPLIED BY OTHERS, IT IS THE RESPONSIBILITY OF THE OWNER AND /OR CONTRACTOR(S) TO ADHERE TO WORKMANSHIP CONSISTENT WITH SAFE BUILDING PRACTICES AND COMPLIANCE WITH ALL ASSOCIATED BUILDING CODES AND ENSURE THAT ALL MATERIALS COMPLY WITH THIS DESIGN. ISS SHALL NOT BE RESPONSIBLE IN THE EVENT OF ANY DEVIATIONS, CHANGES OR ALTERATIONS TO THE RECOMMENDED DETAILS DESCRIBED IN THIS DRAWING UNLESS SUCH DEVIATIONS, CHANGES OR ALTERATIONS ARE ILLUSTRATED IN A REVISED ISS DRAWING OR ARE APPROVED IN WRITING BY AN AUTHORIZED ISS REPRESENTATIVE. ALL DRAWINGS ARE INTENDED TO BE PRINTED ON 18x24 (ARCH C) SIZE PAPER. IF PLOTTED TO FIT ON SMALLER PAPER, ADJUST SCALES ACCORDINGLY. t. ALL DIMENSIONS AND DETAILS SHOWN ON THIS LAYOUT MUST BE CHECKED AND VERIFIED BY THE OWNER AND /OR CONTRACTOR(S) BEFORE PROCEEDING WITH THE WORK OR MATERIAL ACQUISITION. 2. THE ENGINEERED SYSTEM SHOWN ON THIS LAYOUT IS BASED ON THE 2009 IBC & LIVE AND DEAD LOADS INCLUDED IN ASCE STANDARD 7 -05, "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" . 3. LIVE LOADS USED IN DESIGN: A. ROOF - 30 PSF GROUND SNOW LOAD: 42.9 PSF B. TYPICAL FLOOR - 40 PJF C. STORAGE - 80 PSF D. CORRIDORS & BALCONIES - Im PJF E. MECHANICAL (EQUIPMENT SPECIFIC) - N/A =^/11111 1. BASIC WIND SPEED (FASTEST MILE PER HOUR)- 1W MD14 2. EXPOSURE - C G. SEISMIC DESIGN CATEGORY - B 4. ELEMENTS SUCH AS NON- BEARING PARTITIONS, ETC. ATTACHED TO AND /OR SUPPORTED BY THE STRUCTURE SHALL TAKE INTO ACCOUNT DEFLECTIONS AND OTHER STRUCTURAL MOVEMENTS. 5. CONTRACTOR IS RESPONSIBLE FOR ALL FALSEWORK, SHORING, AND LATERAL BRACING OF THE STRUCTURE AND RELATED FALSEWORK DURING CONSTRUCTION DEMOLITION AND /OR ERECTION. CONTRACTOR IS ALSO RESPONSIBLE FOR PERMANENT STRUCTURAL LATERAL BRACING SCHEMES FOR ALL TIMBER CONSTRUCTION. THIS ENGINEERED SYSTEM, AS SHOWN, IS DESIGNED ON THE ASSUMPTION THAT MEMBERS WILL BE RESTRAINED FROM LATERAL MOVEMENT, SUFFICIENT LATERAL SUPPORT MUST BE PROVIDED WHERE NECESSARY TO PREVENT LATERAL TRANSLATION AND /OR ROTATION OF THE STRUCTURE. 6. THIS PRINT IS THE PROPERTY OF ISS & IS FURNISHED FOR THE EXCLUSIVE USE BY THE STRUCTURE'S OWNER AND PROJECT CONTRACTOR(S) ON THE CONDITION THAT IT IS NOT TO BE COPIED OR USED BY OTHERS WITHOUT ISS PRIOR WRITTEN CONSENT. 7. CONCRETE: ALL CAST -IN -PLACE CONCRETE SHALL BE MADE WITH TYPE 1 /II PORTLAND CEMENT, STONE AGGREGATE, AND SHALL SATISFY THE FOLLOWING CRITERIA: MINIMUM COMPRESSIVE STRENGTH FOR CONCRETE (F'c) = 3M % ALLOWABLE TENSILE STRESS = 410 PS1 CONCRETE MIX DESIGN IS THE RESPONSIBILITY OF THE CONTRACTOR AND /OR RELATED SUPPLIERS. MAXIMUM SLUMP SHOULD NOT EXCEED: 4 IN. ALL CONCRETE WORK AND REINFORCEMENT DETAILING SHALL BE IN ACCORDANCE WITH ACI BUILDING CODE 318 2008 EDITION USE STANDARD HOOKS FOR DOWELS UNLESS NOTED OTHERWISE. EXPOSED EDGES OF CONCRETE SHALL HAVE %" CHAMFER(S) IF CONCRETE SUPPLIER PROPOSES THE USE OF FLYASH, HE SHALL PROVIDE THE OWNER WITH LETTER INDICATING COST REDUCTION AT TIME OF BID. THE MINIMUM MODULUS OF ELASTICITY OF ALL CONCRETE SHALL EXCEED (57,000) 0.5 FOR NORMAL WEIGHT CONCRETE. CONTRACTOR SHALL SAWCUT OR TROWEL CUT CONTROL JOINTS IN SLABS ON GRADE. JOINTS SHALL BE SPACED AT A MAXIMUM DISTANCE OF 15' -0" o.c. AND SAWCUT OR TROWELCUT TO A DEPTH EQUAL TO Y OF THE SLAB THICKNESS (/i� 6 MINIMUM THICKNESS) WITHIN 12 HRS. AFTER POURING. CARRY ALL SLAB REINFORCEMENT THROUGH JOINT. SLABS, FOOTINGS, BEAMS AND WALLS SHALL NOT HAVE JOINTS IN A HORIZONTAL PLANE. ANY STOP IN CONCRETE WORK MUST BE MADE AT THIRD POINTS OF SPAN WITH VERTICAL BULKHEADS AND HORIZONTAL SHEAR KEYS UNLESS OTHERWISE SHOWN. ALL CONSTRUCTION JOINTS SHALL BE AS DETAILED OR AS REVIEWED BY THE ENGINEER OF RECORD (EOR). 8. FOUNDATIONS: GENERAL: IN THE ABSENCE OF A CURRENT SOILS REPORT, THE DESIGN IS BASED UPON THE FOLLOWING ASSUMPTIONS WHICH MAY NOT CONTROL FOUNDATION MOVEMENT TO ACCEPTABLE LEVELS: SOIL CONSISTENCY = MIMILMSTIFF CLAY SOIL COHESION FACTOR = 150 PSF SOIL ADHESION FACTOR = 0.16 SPREAD FOOTINGS: ALLOWABLE SOIL BEARING PRESSURE = 1 MIN. BELOW GRADE DEPTH @ BOTTOM OF FOOTING = 36 IN " � ALLOWABLE SOIL BEARING PRESSURE = 1,500 p8l; CAISSON SIDE SHEAR RESISTANCE = 2)OW MINIMUM CAISSON DEPTH = 3 FT IN ORDER TO ACHIEVE 100% ACCURACY, OWNER SHOULD PERFORM A STANDARD SOILS ANALYSIS TEST AND REPORT. IF PERFORMED, OWNER SHOULD ENSURE THAT CONTRACTOR FOLLOWS ALL RECOMMENDATIONS AS OUTLINED BY THE SOILS REPORT PREPARED BY: DATE: THE STANDARD LUMBER DETAILS SHOWN ARE BASED ON ANSI /AF AND PA NOS - 2001 RECOMMENDATIONS FOR VISUALLY GRADED SOUTERN PINE #2: UNADJUSTED STRESS VALUES FOR ABOVE LUMBER: EXTREME FIBER STRESS IN BENDING - Ib®0P51 HORIZONTAL SHEAR - w PSI BEARING PERPENDICULAR TO GRAIN - 565 PSI MODULUS of ELASTICITY - t600A00P51 TRUSS -JOIST (WEYERHAEUSER) 1.9E MICROLLAM LVL DESIGNS ARE BASED UPON THE FOLLOWING DESIGN CRITERIA: ALLOWABLE STRESS VALUES: EXTREME FIBER STRESS IN BENDING - 26mOp$i HORIZONTAL SHEAR - 285 P81 BEARING PERPENDICULAR TO GRAIN - l50 PSI MODULUS of ELASTICITY - t9®0JD00PSI CONTRACTOR(S) MUST ENSURE THAT ALL FRAMING AND RELATED CONNECTIONS MEET CURRENT INDUSTRY STANDARDS AS OUTLINED BY THE BLD. CODE ENFORCED BY THE MUNICIPALITY. -DO NOT PLACE BACKFILL AGAINST BELOW GRADE WALLS UNTIL ALL RELATED FLOOR WHEN PRESERVATIVE TREATED LUMBER IS REQUIRED BY CODE, ALL CONNECTIONS AND NAILING STRUCTURES ARE IN PLACE. CONTRACTOR IS RESPONSIBLE FOR ALL FOUNDATION DRAINAGE SHALL BE ADEQUATELY GALVANIZED (DOUBLEDIPPED OR BETTER). SYSTEMS AND SITE GRADING AS REQUIRED TO PREVENT WATER INFILTRATION OF THE FOUNDATION SOIL. PROVIDE BRIDGING OR BLOCKING FOR ALL 2x WOOD JOISTS NOT OVER 8' -0" ox. SOLID BLOCKING IS REQUIRED AT ALL SUPPORT LOCATIONS AS REQUIRED TO PREVENT -ALL FOOTING BEARING ELEVATIONS ARE ASSUMED, EXACT BEARING ELEVATIONS SHALL BE LATERAL TRANSLATION AND /OR ROTATION VERIFIED IN THE FIELD WITH ACTUAL CONDITIONS BY CONTRACTOR WITH APPROVAL OF SOILS ENGINEER. 12. ALL JOISTS, STRINGERS, HEADERS, LEDGERS, OR OTHER MEMBERS MUST BE CENTERED - CENTER ALL FOOTINGS ON COLUMNS OR GRID LINES UNLESS NOTED OTHERWISE. DIRECTLY OVER THEIR SUPPORTS, UNLESS DESIGNED AND SPECIFICALLY NOTED OTHERWISE. SLABS ON GRADE AND FOUNATION BEARING SOIL: 13. SHEATHING DESIGN: -THE PREPARATION OF THE SUBGRADE SHALL BE COMPACTED TO WITHIN 95% OF STANDARD PROCTOR PLYWOOD AND ORIENTED STRAND BOARD (OSB) DESIGNS ARE BASED ON AMERICAN PLYWOOD MAXIMUM DENSITY UNLESS OTHERWISE SPECIFIED BY THE PROJECT SOILS REPORT REFERENCED ABOVE ASSOCIATION (APA) RECOMMENDATIONS WITH THE FACE GRAIN OF THE PLYWOOD RUNNING AT THE CONTRACTOR SHALL DIRECT QUESTIONS REGARDING THE SUBGRADE PREPARATION REQUIREMENTS TO RIGHT ANGLES TO IT'S SUPPORT AND WITH STAGGERED JOINTS, THE GEOTECHNICAL ENGINEER: PANEL THICKNESS SHALL BE AS SHOWN ON THE DRAWINGS. APPLICATION SHALL BE IN - MOVEMENT OF THE SLAB ON GRADE MAY CAUSE DAMAGE TO ANYTHING CONNECTED TO BOTH THE SLAB ACCORDANCE WITH RECOMMENDATIONS OF THE APA. AND OTHER PORTIONS OF THIS SUPERSTRUCTURE. ISOLATION DETAILS FOR PARTITION WALLS, BASEBOARDS, PIPING AND OTHER ITEMS MAY BE REQUIRED, REFER TO THE APPROPRIATE DRAWINGS OR EACH PANEL SHALL BE IDENTIFIED WITH THE GRADE TRADEMARK OF THE APA AND SHALL CONSULT WITH THE RESPONSIBLE MEMBER OF THE DESIGN TEAM PRIOR TO CONNECTING ITEMS TO BOTH MEET THE REQUIREMENTS OF THE U.S. PRODUCTS STANDARD PSI, LATEST EDITION FOR THE SLAB ON GRADE AND OTHER PORTIONS OF THE SUPERSTRUCTURE. PLYWOOD. ALL PANELS WHICH HAVE ANY EDGE OR SURFA PERMANENTLY EXPOSED TO THE WEATHER SHALL BE OF THE EXTERIOR TYPE. - UNSTABLE SOIL CONDITIONS IDENTIFIED AS SUBJECT TO EXCESSIVE SETTLING AND /OR HEAVING SHALL BE OVEREXCAVATED AND COMPACTED ADEQUATELY IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEER'S FOR FLOORS, USE %" 2 1f6 SPAN RATED PLYWOOD SHEATHING. WRITTEN GUIDANCE AND OBSERVATION. WITH 10d NAILS @ 4" o.c. MAX. AROUND PANEL EDGES. INTERIOR SUPPORTS CAN BE NAILED WITH 10d NAILS @ 6" §.c. MAX. - STRUCTURAL FILL SHALL BE PER THE RECOMMENDATION OF GEOTECHNICAL ENGINEER. CONTRACTOR FASTEN SHEATHING TO SUPPORT BLOCKING UTILIZING 10d NAILS @ 4" ox. MAX. SHALL VERIFY THE ADEQUACY OF FIELD COMPACTION AS REQUIRED. FOR ROOFS, USE %6" 24 /6 SPAN RATED EXPOSURE 1 PLYWOOD OR OSB SHEATHING. - COMPACTION WITHIN FIVE FEET OF EXISTING STRUCTURAL ELEMENTS SHALL BE ACCOMPLISHED WITH WITH 8d NAILS @ 4" o.c. MAX. AROUND PANEL EDGES. LIGHTWEIGHT, HAND HELD EQUIPMENT. EXERCISE CARE SO EXISTING WALLS, SLABS, FOOTINGS ETC. ARE INTERIOR SUPPORTS CAN BE NAILED WITH 8d NAILS @ 12" 9,c. MAX. NOT DISPLACED OR CRACKED FASTEN SHEATHING TO SUPPORT BLOCKING UTILIZING 8d NAILS (ail 4" o.c. MAX. 9. REINFORCING: ALL REINFORCING SHALL BE DEFORMED BARS CONFORMING TO ASTM A615, GRADE 60 (EXCEPT TIES). WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 GRADE 65 AND SHALL BE LAPPED ONE FULL MESH AT SIDE AND END SPICES AND WIRED TOGETHER. REINFORCEMENT PLACEMENT AND TOLERANCES SHALL BE IN ACCORDANCE WITH SECTIONS 7.5, 7.6, & 7.7 OF ACI 318 LATEST EDITION, NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR AUTHORIZED BY THE EOR. LAP SPLICES, WHERE PERMITTED, SHALL BE A MINIMUM OF 48 BAR DIAMETERS FOR #6 BARS AND SMALLER. #7 & #8 BARS SHALL HAVE A MINIMUM LAP DISTANCE OF 80 BAR DIAMETERS. MAKE BARS CONTINUOUS AROUND CORNERS. - MINIMUM CONCRETE COVER (ACI 318 7.11): CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH = 3 MIN 10. MASONRY (CONTINUED): : SPLICES NOT PERMITTED IN REINFORCING BARS EXCEPT AS DETAILED OR AUTHORIZED BY STRUCTURAL ENGINEER. WHERE PERMITTED, SPLICES MADE BY CONTACT LAPS, A MINIMUM OF 48 BAR DIAMETERS. GROUT SOLID ALL CELLS CONTAINING REINFORCING & ALL OTHER CELLS NOTED. REFER TO DRAWINGS AND SPECIFICATIONS FOR REINFORCING AND OTHER REQUIREMENTS. ALL PRIMARY REINFORCING SHALL BE DEFORMED BARS CONFORMING TO ASTM A615, GRADE 60 EXCEPT HORIZONTAL JOINT REINFORCING SHALL CONFORM TO ASTM A82 OR PROPRIETARY LADDER TYPE AS PER MANUFACTURER'S GUIDANCE. 11. TIMBER MEMBERS: FOR EXTERIOR WALLS USE 15 /32" EXPOSURE 1 PLYWOOD OR OSB SHEATHING. NAILED WITH 10d NAILS AT 4" ac. MAX. ALONG PANEL EDGES. INTERIOR SUPPORTS CAN BE NAILED WITH 10d NAILS AT 12" o.c. MAX. FASTEN SHEATHING TO SUPPORT BLOCKING UTILIZING 10d NAILS (la 4" o.c. MAX. REFER TO SHEARWALL SCHEDULE IF APPLICABLE. ALL PANEL EDGES SHALL BE BLOCKED. INSTALL SUITABLE EDGE SUPPORT BY USE OF PLYCLIPS, TONGUE AND GROOVE PANELS OR SOLID WOOD BLOCKING SUPPORTS. 14. SHEARWALL DESIGN IS ACCORDING TO PERFORATED SHEARWALL DESIGN PROCEDURES AND TABLE 2306.3 OF THE 2009 IBC. ALL EXTERIOR WALLS SHALL BE CONSTRUCTED PER THE SHEATHING, NAILING & BLOCKING REQUIREMENTS OUTLINED IN GENERAL NOTE #12, UNLESS NOTED OTHERWISE. FRAMING CONNECTIONS & TIE DOWNS ARE THE RESPONSIBILITY OF THE CONTRACTOR UNLESS SPECIFICALLY DETAILED ON THIS DRAWING. CONTRACTOR SHALL FASTEN ALL WOOD MEMBERS WITH COMMON NAILS. STRUCTURAL STEEL APPROVED EXPOSED TO WEATHER: Sttod to Field I nspWiohs - #5 BARS OR SMALLER = 1X" MIN. - #6 OR LARGER BARS = 2" MIN. Me* Ridge Building Dept. NOT EXPOSED TO WEATHER OR EARTH: - #11 BARS OR SMALLER = 3 /" MIN. fit® - #12 OR LARGER BARS = 1X" MIN. 1 Sign PIBJn Qhetker 10. MASONRY: MASONRY: DEVELOP 1800 PSI ULTIMATE COMPRESSIVE STRENGTH Wm) IN 28 DAYS. MORTAR: TYPE M OR S AS REQUIRED FOR BELOW GRADE CONSTRUCTION. FILL BLOCK CELLS AND VOIDS SOLIDLY WITH GROUT A DISTANCE OF 24" BENEATH AND 12" EACH SIDE OF BEAM AND JOIST REACTIONS OR OTHER CONCENTRATED LOADS UNLESS NOTED OTHERWISE. STRUCTURAL STEEL SHALL CONFORM TO ASTM A992 (50 KSO EXCEPT PIPE & TUBE COLUMNS WHICH CONFORM TO ASTM A53 & A500 (GRADE B) RESPECTIVELY. SUPPLIER MAY SUPPLY ASTM A572 (GRADE 50) AT HIS OPTION. MISCELLANEOUS EMBODIMENT AND SHEAR TABS MAY BE A36. 15. STRUCTURAL STEEL (CONTINUED): SUBMIT DESIGN CALCULATIONS, BEARING THE STAMP AND SIGNATURE OF A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF COLORADO, AND EMPLOYED BY THE STEEL FABRICATOR, FOR ALL CONNECTIONS NOT COMPLETELY DETAILED ON THESE STRUCTURAL DRAWINGS AND FOR ANY PROPOSED ALTERNATE CONNECTION DETAILS. ALL WELDERS SHALL HAVE EVIDENCE OF PASSING THE AMERICAN WELDING SOCIETY STANDARD QUALIFICATIONS TESTS AS OUTLINED IN AWS -01.1. MINIMUM WELDS ARE TO BE PER AISC TABLE J2.4 BUT NOT LESS THAN X6" CONTINUOUS FILLET UNLESS NOTED OTHERWISE. THE TERMINOLOGY "CONTINUOUS" MEANS QUANTITY. PROVIDE THE NECESSARY JOINT DETAILS TO ALLOW FOR BUILDING MOVEMENT. COORDINATE LOCATIONS WITH ARCHITECTURAL, MECHANICAL CONTROLS & EXPANSION JOINTS. PROVIDE ANCHOR BOLTS FOR BEAMS AND SILL PLATES THAT BEAR ON CONCRETE OR MASONRY WALLS AS REQUIRED. STEEL FABRICATOR SHALL NOT RECEIVE ADDITIONAL COMPENSATION FOR SHOP DRAWING TIME FOR ANY REVISIONS OF ERECTION DRAWINGS NOR FOR ANY REVISIONS TO PIECE DRAWINGS PRIOR TO ENGINEER'S APPROVAL OF ERECTION DRAWINGS. WHENEVER MASONRY RESTS ON STEEL BEAM BEAMS WITH FLANGES NARROWER THAN THE ACTUAL MASONRY THICKNESS, WELD %" THICK CONTINUOUS PLATE TO BEAM FLANGE (h" NARROWER THAN MASONRY. 16. FRAMING CONNECTIONS & TIE DOWNS ARE THE RESPONSIBILITY OF THE CONTRACTOR UNLESS SPECIFICALLY DETAILED ON THIS DRAWING. CONTRACTOR SHALL FASTEN ALL WOOD MEMBERS WITH COMMON NAILS ACCORDING TO THE IBC SCHEDULE TABLE 2304 -9.1 UNLESS NOTED OTHERWISE. CONTRACTOR WILL CONNECT STRUCTURAL STEEL UTILIZING ESTABLISHED METHODS AS OUTLINED IS AISC "MANUAL OF STEEL CONSTRUCTION ". 17. INSULATION: MIN. INSULATION SPECIFICATIONS WALLS = R20 CEILINGS = R38 CRAWLSPACE PERIMETER= R11 WINDOWS: J MAX. U- FACTOR = 0.35 DOORS: W MAX. U- FACTOR = 0.20 DRAWING STATUS ❑ PRELIMINARY DETAILS ONLY - NOT FOR CONSTRUCTION ❑ ISSUED FOR INFORMATION PURPOSES ONLY ❑ ISSUED FOR MUNICIPALITY OR ARCH. / ENG. APPROVAL ❑ ISSUED FOR OWNER OR CONTRACTOR APPROVAL ■ ISSUED FOR CONSTRUCTION 0 DESTROY ALL PREVIOUS COPIES ISSUED BY D.L•D. DATE 10-28 -2013 APPROVED BY DATE RECEIVED BY DATE REVISIONS 13719 W. Amherst Way Lakewood, CO 80228 Phone: (303) 359 -4678 FAX: (303) 948 -1949 WEBSITE: www.innovativeStructural.com (FOR: BRIGHTENEELDT RESIDENCE CONTRACTOR: STRUCTURAL BOLTS SHALL BE A325N INSTALLED TO A MINIMUM OF SNUG TIGHT PROJECT: INTERIOR RENOVATIONS IITION. ALL ANCHOR BOLTS SHALL CONFORM TO ASTM A307 UNLESS NOTED OTHERWISE. LOCATION. pC� �,{ C JCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE AISC 14 W 4 ""h CIRME WHEAT RIDGE, CO 80033 )UAL OF STEEL CONSTRUCTION" 13TH. E0. REWWIGILIF E LOAD BEARNG KALL KAMMCs EXCEPT WHERE DETAILED OTHERWISE, FABRICATOR SHALL SELECT STEEL CONNECTIONS PER AISC "MANUAL OF STEEL CONSTRUCTION" (ASO) TABLE II -A AND /OR ANY STANDARD SIMPLE SHEAR DRAWN DATE DRAWING NO. SHEET No. CONNECTION AS OUTLINED IN AISC "SIMPLE SHEAR CONNECTION MANUAL" BASED UPON LOADS D.L.D. 10/13 2013 - 186 SHOWN ON DRAWING. IF LOADS ARE NOT INDICATED, SELECT CONNECTION TO SUPPORT 60% OF APPROVED DATE 13 TOTAL UNIFORM LOAD CAPACITY PER AISC ' "MANUAL OF STEEL CONSTRUCTION" 13TH ED. D.M. I0 -21 City of .� - ��Wh6 ! w' Pe rmit Bu ilding it App (Com plete,MLI highlighted areas) Property Address :' Prope Ow ner (please print) Div r` - v Ocl Phone: w Electrical: Plumbing: Mechanical: City License # City License # City License Des criotioM91w . (Frilly describe work to be performed . Attach additional sheet If necessary ,? (VY �, I ion tract Value of all work: S Squares BTU's Gallons Amps Sq Ft. ZONING t Rf ,Y. .. e : +�a e , Ph � awe • • •r• ��• Mechanical: Review Fee (due at time of submittal): Squares BTU's Gallons ,Amps Sq Ft. O. O UTHOR IZED E&M NAME: SJGNATURE: DATE: we v d m N N } ~ UI N 7 w0 A ~ , W n W O N S N < (D Q N N ~ 3 fll a m ~ ~ 0 ~ ~ . 3 y a m ~ 0 ~ ~ ~ ~ I C- 0 a a a C N N G I~ 0 ~ / ~ C: O (D n Z Mi ~ Q ~ o' v ~~v) m m < w ~ N r n Z y ~ 0 ~m ' <Z 0 -i 'v ~m -v COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number : 78347 BUILDING INSPECTION LINE -(503-234-5953) Date : 2/9/2005 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Property Owner: ESTER PASTORE Property Address : 7495 W EST 48TH CIRCLE Phone : 3422-8396 Contractor License No. : 21463 Company : De Foe Roofing Inc. Phone : 857-6308 OW NER/CONTRACTOR SIGNATURE OF UN[7ERSTANDING AND AGREEMENT I Rereby certiy that the setback distances proposed by this permit appliqtion are accu2te, and do not violate applicable ordinances, rules or regulations of the City ofWheat Ridge or covenants, easements or restrictions of record; that all measuremenGs shown, and allegations made ara accurate; that I have read antl agree lo abide by all conditions printed on this applicaGon, and that 1 assume full responsibili or compliance with the VyXeat Ridge Building Code (U.B.C.) and all ofher applicable-W heidge or inan s, foi wunder this permit. ` (OWNER)(CONTRACTOR) SIGNED y~ ✓'C:^"^'"~ ~ DATE ~ Description : TEAR OFF TO THE DECKING, PUT BACK 30# FELT AND 90# ROOFING ON LOW PITCH AREA. Valuation : $5,624 .00 Permit Fee : $162 .90 Plan Review Fee : $0 .00 Use Tax : $101 .23 Total: $264.13 Use: " 0339 • 1' AND T-LOCK SHINGLES. PUT BACK 30# BUILDING DEPARTMENT USE ONLY " ~ SIC : Sq. Ft. : Approval : Docume.nts from the manufacturer shall be Zoning : onsite for fittal roof inspection which specify roofing materials herve been tnstalled to meef Approval : 110 MPH tHree-sacond wind gust-- IBC (90 M M;PH wind laad--UBC). Approval : Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Plumbing License No : Mechanical License No : Company: Company: Company: Expiration Date : Expiration Date : Expiration Date : Approval: Approval: Approval: (1) This parmit was issued in accorUance with the provisions set forth in yopur application end is subject lo the laws of the Siate of Colorado antl to the Zoning Repulations anA Builtling Code of W heat Ridge, Colorado or any other applicable ordinances ot the Ciy. (2) This parmit shell expire if (A) the work autMrized is not commencetl within siMy (60) daya from issue date or (B) the builOlnB authorimd fs suspended or a6andoned for a period o(180 days. (3) If this permit expires, a new pertnit may be acquired for a fee of one-half the amount normally required, provided no chanpea have been or vrill be matle in the original plans and specitcations and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or ebandonment exceetls one (1) year, full fees shall be paitl for a new permit. (4) No vrork of any manner shell be done ihat will change the natural flow of water causing a dreinage pmblem. (5) ConVactor shall noqfy the Building Inspecfor Mrenty-tour (24) hours in advance for all inspections and shall receive wntten approval on inspeclion wid hefore proceediinp wiih sucxessiv the job. (6) ~ e is~a prtl or ihe approva rawings antl specifwations shall not be conshvetl to be a permit for, nor an apDmvai of, any vblatlon of the ~ding . y other ordinance, law, rule or regulation. ~ Chief Building Inspector Please sign Terms and Conditions on reverse side of paye. COMMUNITY DEVELOPMENT DEPARTMENT T q BUILDING INSPECTION LINE - 303-2345933 CITY OF WHEAT RIDGE ° 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033. (303-2352855) °RA d PP7 7!'d Property Owner: . e_r Property Address; 7,NY Contractor License No.: TION Building Permit Number: Date: C iCl'~E Phone: 303 •C~~.~7- ?j c~ Comnanr n Phone: c? _ 3c' OWNERICONTRACTOR SIGNANRE OF UNDERSTANDING ANU AGREEMENT I herebY certlb' that ihe setback distances Construction Value:$ proposed by this permR application are accurate, and do not violate applicable ordinances, rules or repulafions of Me Cily of POirillt F6C:$ Wheat Ridge or covenants, easements or restrictions of record; that all plan Revlew Fee:$ measurements shown, and allegetions made are accurata; that I have read and agree to abide by all conditions printed on this applicatlon and that I essume tull USe T' responsibility for compliance vnN the V~eat Ridge Building CoUe (U.B.C) and all otherapplicable Wheat Ridge Ordinalry~e s, for*i6rk-under, thjpermiL 'j'O(gl:$ .e. '1 C? r, Description: ~eNtxf oi~~- -1-X*I\E C,YecK:-)q .'Yu4 liac K.3C,-J fel-{ Gnd `1=1ccK 1Fz~) . ~'~ti{ ~.,K' 611-c 4 , .~C Io ~~C'.~ .^G c~'-) I G ~ Sq. Ft. added 1~- C! ( e CL. Expiration Date: Expiration Date: Expiration Date: Approval: Approval: Approval: (1) This permit was issued in accordance with the provisions set forth in your application and is subjecl to the laws MMe State ot Colorado and W the Zoning Regulations arM Building CoCes ot Wheat Ridge, Cdorado or any other applicabte ordinances W the Ciry. (2) This pertnit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) ihe bullding authorized is suspended or abandoned for a period of 720 days. (3) If this pertni( eac{tires, a new pertnR may be acquiretl for a fee W one-haR the amount nortnally required, provitletl no changes have Deen or vrill be made in the original plans and specffications and any suspension or abantlonment has not exceeded one (1) year. If changes have been or'rfsuspension or abaiWonment exceeds one (1) year, full fees shall be paid for a rrew permit. (4) No work oi any manner shall be dorre that will change the naturel flow of water causing a d2inage problem. (5) Contrector shall notity ihe Building Inspector iwenry-tour (24) hours in advance for all Inspections and shall receive wrinen approval on inspection card before proceetling with successive phases of the job. (6) The issuance of a permit or the approval of drewings and specifications shall not be consWed to be a permit for, nor an approval of, any violation of the provisions of the building codes w any other ortlinance, law, rule or regulation. Chief Building Official Electricaf License No: Plumbing License No: Mechanical License No: Company: Company: Company: FROM : DE FOE ROOFING INC. PHONE N0. : 3038576398 c, ~ ~~or~ - e ~oe ~oo~'no ~nc Feb. 25 2005 05:32PM P1 3c3-&q- b30 Ff Co ~ fPq,- CI ~ ~~QS ~-'c~U e f joo 10e ed Gt n jt~ {)--~e I<no ca . ) c FROM : DE FOE ROOF[NG INC. PHONE N0. : 3038576398 Feb. 25 2095 05:32PM P2 . .,,r•.,.••. ,,••••.•6,1.1 LL1L1lL%.U w aiiaiAiy EV( U111N0.ATitkJ t,1Y AUIIAMA iim bI,K 1x11IR)RATII IN Ut 1'U(Ati, .hnL,wr mary u nccmwd..~ii'm I'IJA"1+.~~MU~ ~he ttunn.l~ii wnu ~ hwia m nil~i. meldenwl .inmm~W bLldlrg ni fW.n wet Wfim ELC nRl'HN.T SIIINO1Ffi (^Vnrzla") mc LN,o~Icwm9.mA immllrJ in, Mu du1Nry; i, ixvn. ("CRrpiml Onaw") ad r,ny A.rtlorin,l Tnmderte ld ddiiwl Wuw) ftF rh. Sh'vsles (1) In (knr Iiuvi dekcn In riurml ar maou(x,,iiW Win1t0i1V' 1111 [MI ww µHMt OBN.i oIW ITI{nqMC rl( ,M shorRon, (2) vi~i or' Rti001111 if1 M1IMV.aR m to VC~MI1if1 n~~ M1o lflt . u.ii. wlll~lll(O MQ f1f1 ffif orr.DlIC➢blc I I.OII. 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