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HomeMy WebLinkAbout3825 Depew Streeti CITY OF WHEAT RIDGE Buildinghspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: / Job Address: 3 P_ ,. Permit Number: 747 Z 6 f / ZS' f—' /_0 ❑ No one available for inspection: Time A %PM, �. Re -Inspection required: / (ems No When corrections have been made, schedule for re -inspection online at: http ✓/www. ci. wheatridge. co. usdnspection Date: /4p ? ?t9?,O Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (363) 235-2855 Office INSPECTION NOTICE 5© G Inspection Type: ,_ 00 T f 1 a -K G iz,�T 1444/_L Job Address: 30 z,S e.c,/ S f" Permit Number: ZV ZO ® / lZS ❑ No one available for inspection: Time 129. ZJ 1dl M Re -Inspection required: Yes, --11 o When corrections have been made, b a ule for re -inspection online at: httpYlwww.ci. wheatridge.co.usdnspection Date: �r Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: F490r 4!f-' AF97- W.f4-1-3 Job Address: 35Z?, 5 D e,2e4 S 7 - Permit -Permit Number: 7-Z9Z 0 e /?. S ❑ No one available for inspection: Time Re -Inspection required:&' No When corrections have been made, schedule for re -inspection online at: http✓/www.ci. wheatridge.co.usrnspection Date: Inspector: S/10 DO NOT REMOVE THIS NOTICE PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge Residential Detached Garage PERMIT - 202001125 202001125 3825 Depew St Detached garage, Sq ft.: 288 no utilities. ISSUED: 07/28/2020 EXPIRES: 07/28/2021 *** CONTACTS *** OWNER (303)570-5171 CARPENTER ROSS SUB (303)399-8833 TOM SAUREY 018278 TUFF SHED INC. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, OLI BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 15,300.00 FEES Total Valuation 0.00 Plan Review Fee 194.61 Use Tax 321.30 Permit Fee 299.40 ** TOTAL ** 815.31 *** 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 2012 IRC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. For one- or two-family dwellings, the first twenty-five feet (25&#39;) of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. A right-of-way permit may be required; contact Public Works Department at 303-235-2861. Landscaping removed or damaged during construction must be replaced prior to final inspection. 1* � 4 41' PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge Residential Detached Garage PERMIT - 202001125 202001125 3825 Depew St Detached garage, no utilities. Sq ft.: 288 ISSUED: 07/28/2020 EXPIRES: 07/28/2021 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 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. From: no-reolv(alci.wheatridae.m. us To: CommDev Perm is Subject: Online Form Submittal: Residential Accessory Structure (Garage, Shed over 120 sq ft, Gazebo) Date: Tuesday, June 16, 2020 11:16:52 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 3825 Depew St Property Owner Name Ross Carpenter Property Owner Phone 303-570-5171 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email ross2266@gmail.com Address Attach City of Wheat Electronic Payment Form - Revised 5-1-20 Ridge Electronic Fillable 202005011620013849 202006081141368198.Ddf Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" CONTRACTOR INFORMATION Contractor Business Name Wheat Ridge Contractor's License Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone Number (enter WITH dashes, eg 303-123- 4567) Tuff Shed IIII-PA151:7 191819111-91815011191 Contact Email Address djeffries@tuffshed.com for Questions/Comments Retype Contractor djeffries@tuffshed.com Email Address DESCRIPTION OF WORK Detailed Scope of Accessory build. detached garage. no utilities Work - Example: Detached Garage with Electrical; Unconditioned shed Square Footage of 288 Accessory Structure Engineering Letters 20 -148964 -CARPENTER -STAMPED TRUSSES.Ddf and Other Letter Size Attachments Construction Plans 20-1489634-CARPENTER-FINAL.odf scanned on 11'x17" or larger Project Value (contract 15300.00 value or cost of ALL J$15,300 OK - RS 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. Person Applying for Dillon Jeffries 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. Address: 3825 Lot Size: RESIDENTIAL Street Property in the flood plain? No Rev. 09/2017 Permit- Plan Review Worksheet Zoning: sq. ft. Lot Width: 106.67 ft. If yes, notify PW Floodplain Administrator and add surveying condition FLD SubdivisionRe plat of Depew Estates Rg No 1 Any conflict? (Y/N) Related Cases: Type of project (applicable survey conditions in parenthesis): Maximum Lot Coverage ELI Existing Improvements (footprints): House: -1,960 sq. ft. Shed: sq. ft. Detached garage: sq ft. Other: sq. ft. Total Existing 1,960 sq. ft Lot Coverage 15.2 % % 5,141.6 sq. ft. Proposed Improvements (footprints) House/addition: 1,960 sq. ft. Shed: sq. ft Detached Garage: 288 sq. ft. Other: sq. ft. Proposed+Existing 2,248 sq. ft Lot Coverage 17.5 % Required Setbacks: FR ?F S F S 5 R I0, Provided Setbacks: FR -35' S -30' S -60' R -60' For additions or new construction, is the structure within 2 feet of minimum setbacks? N/A If yes, add surveying condition FND. Maximum Height: 15' ft. Maximum Size: sq. ft. Proposed Height: 112" (midroof) ft. Proposed Size: 288 sq. ft. Does the bulk plane apply? (Y/N) Yes If yes, does it meet on all sides (Y/N): FR Y S Y S Y R Y (See 26-642 and 26-120.C.1 - applies to all single-family structures (new, addition, accessory) in R-1 C and R-3) Parkland Conditions Does the permit result in a new dwelling unit (new structure or conversion from non -res use)? No If yes, have parkland dedication fees already been paid (eg with a previous land use approval)? If fees are owed, add condition PFEE, notify owner, notify building division, enter fee amount in ADG. Rev. 09/2017 Streetscape Conditions Does the permit result in any of the following conditions? ❑ Construction of new roads ❑ Platting of new lots ❑ New development ❑ Additions that increase gross floor area (not just the footprint) by 60% or more (proposed floor area — existing floor area ) / existing floor area = °% increase If any box above is checked... For SF/DUPLEX-Is there existing ❑ Curb ❑ Gutter L]5 -ft+ sidewalk adjacent to the property? If curb, gutter or sidewalk is missing, streetscape construction or fees -in -lieu will be required. MULTIFAMILY Does the frontage meet current city standards? If not, streetscape construction or fees -in -lieu will be required. Fees -in -lieu of dedication or construction are due at the time the permit is issued. Access Conditions (apply to all new driveways, garages, additions, or new homes/units) ® For one and two-family dwellings, the first 25' of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. ❑ For all uses other than one and two family dwellings, no vehicle entrances or exits may be closer than 25' to any property line, except when used as joint access for two or more lots. ® In residential zone districts, curb cuts shall be at least 10 feet and not more than 24 feet in width. ❑ One and two-family dwellings may have horseshoe driveways, provided that the street accesses are at least 30 feet apart, measured from the interior edges. $] For all uses, one access point per property is permitted. Landscaping Conditions (apply to additions and new dwelling units) ❑ For one -and two-family dwellings, one tree for every 70 feet of street frontage is required. Frontage of lot - width of driveway / 70 = (round up for required trees) Street trees required: Street trees provided: ❑ 100% of the front yard and 25% of the entire lot must be landscaped prior to issuance of C.O. ❑ In the event that landscaping cannot be installed due to inclement weather prior to the issuance of a C.O., an escrow agreement with financial guarantees may be allowed to ensure future installation. 125% of the cost of the proposed improvements will be required with the agreement. These funds will be reimbursed back to the property owner or contractor once the improvements are in place. Dwelling Unit ❑ Not approved as an independent dwelling unit. The first 25' of a driveway from the existing Reviewed for Zoning Compliance by the .r A,edge of pavement into the site shall be City of Wheat Ridge Planning Division surfaced with concrete, asphalt, brick paver APPROVED BY: DATE: COMME i luly 7, 2020 urs: Approved with conditions Works for ROW Permit 303-235-2861. Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. Landscaping removed or damaged during construction must be replaced prior to final inspection. ACCESSORY BUILDING 12'X 24'= 288 SQ FT DRAWING INDEX S1 - PROJECT NOTES, ELEVATIONS S2 - PLANS, SHEAR WALL SCHEDULE S3 - SECTIONS, DETAILS PROJECT NOTES DESIGN REQUIREMENTS 1. GOVERNING CODES: 2015 IRC OCCUPANCY REQUIREMENTS: GROUP U CONSTRUCTION TYPE: V -B 2. DESIGN SCHEDULE A. BUILDING SIZE WIDTH: 12'-0" LENGTH: 24'-0" SIDE WALL HEIGHT: 8'-1 1/8" TOTAL HEIGHT: 14'-2 1/2" B. BUILDING LOADS ROOF LIVE LOAD: 30 PSF ROOF DEAD LOAD: 10 PSF C. DESIGN WIND 3 SECOND GUST, Vurt: 125 MPH WIND EXPOSURE: C D. SEISMIC DESIGN CATEGORY: C E. SITE CLASS: D F. ROOF PITCH: 10/12 MUST BE ONISITE FOR IN 12x12 VENT RIDGE VENT RIDGE VENT 3. ROOFING SCHEDULE A. ROOF SHEATHING SHALL BE APA RATED 7/16" THICK OSB WITH FOIL 12 CLASS'A' SHINGLES BACKING. STAGGER LAYOUT PER APA CONDITION 1. 10 B. PI #24/16 MIN UNBLOCKED. C. SHEATHING NAILING SHALL BE PER NAILING SCHEDULE. D. 25 YEAR ASPHALT SHINGLES (U.N.O.). E. GAF FELTBUSTER. F. TYPE'D' METAL DRIP EDGE FLASHING REQUIRED ALL SIDES. PQ N G. TRUSSES SHALL BE SPACED @ 24" OC. W C) H. SEE SEPARATE TRUSS SHEETS FOR TRUSS FRAMING AND MATERIALS. A 7 7 I. TRUSSES MUST BE BRACED ACCORDING TO THE LATEST EDITION OF THE BUILDING COMPONENT SAFETY INFORMATION ^ IDE TO GOO D fT, kj Z "N 1'-0" 1'-0" 1'-0" 1'-0" PRACTICE OF METAL PLATE CONNECTED (Bcsl) TED WOOD � �x?w, O [� N J. TRUSS CONNECTION PLATES'EAGLE METAL PLATES' 0 O M A K. THE TRUSS PLATE INSTITUTE (TPI) (NER QA 430) IS THE INSPECTION O 8070 AGENCY RESPONSIBLE FOR IN -PLANT INSPECTIONS. U O W o DOOR L. TRUSS MANUFACTURER: TUFF SHED, INC. ^ 0.! m q CEMENT 60 STUCCO PANEL (, OVER HOUSE WRAP CEMENT STUCCO PANEL OVER HOUSE WRAP 4. WOOD FRAMING y A. ALL WALL FRAMING MEMBERS SHALL BE HEM -FIR (HF) STUD GRADE OR � t` :.. OVER 7/16" OSB OVER 7/16" OSB BETTER.P" t` WO ~ 81-01v 5°k DOWNSLOPE FOR 10' B. STUDS SHALL BE SPACED @ 16" OC. ren MINIMUM ON ALL SIDES C. FASTEN EXTERIOR WALL SHEATHING TO FRAMING PER NAILING SCHEDULE. FINISHED GRADE FINISHED GRADE D. PROVIDE SOLID BLOCKING AT ALL HORIZONTAL JOINTS OCCURRING IN CW) rn D' co L J L J BRACED WALL PANELS. E. SHEAR WALL MATERIAL SHALL BE AS SPECIFIED IN SHEAR WALL 00 W r 12'4- I I 24'4- I SCHEDULE. Z N r , r F. SHEAR WALL NAILING SHALL BE AS SPECIFIED IN SHEAR WALL a. Cq Z 0 NOTE: GARAGE DOOR DIMENSIONS ARE NOMINAL - WALL A ELEVATION WALL B ELEVATION SCHEDULE. IX Z H Q o W 00 CUSTOMER TO CONFIRM FINISH OPENING 5. solL So d W O WITH TUFF SHED REPRESENTATIVE. A. MIN. REQUIRED SOIL TYPE SHALL BE CLAY, SANDY CLAY, SILTY CLAY, OR rn (n m (n F- W CLAYEY SILT (CL, ML, MH & CH). PRESCRIPTIVE ALLOWABLE SOIL N O 00 .. C7 � BEARING PRESSURE USED IN DESIGN IS 1500 PSF AT 12" DEEP. VALUES Of � N rn p ARE PER TABLE R401.4.1. W L: 0o O II N (L Of B. IN THE EVENT OF THE DISCOVERY OF EXPANSIVE SOILS, THE SERVICES a) v W � OF A SOILS ENGINEER MAY BE REQUIRED. ci E .`a W (" Q o C. ALL FOOTINGS SHALL BE FOUNDED ON UNDISTURBED NATURAL SOIL. Z t"n ai U X d N W D. IN THE EVENT EXCAVATIONS REVEAL UNFAVORABLE CONDITIONS, THE O O U N `— ao (L U o ¢ M SERVICES OF A SOILS ENGINEER MAY BE REQUIRED. LL 6. PERMIT O Z A. PERMIT APPLICATIONS, WHERE NO PERMIT IS ISSUED, SHALL EXPIRE W Q m PER LIMITATIONS SET BY LOCAL CODES. SECTION R105. _ M W Z W B. JOB CARD REQUIRED TO BE AVAILABLE FOR SIGNATURE AT JOB SITE a Z O W a d G Z GENERAL NOTES 1. GENERAL: N11HOy=W A. ERECTION PROCEDURES SHALL CONFORM TO OSHA STANDARDS. O W W X O V W W BUILDER SHALL PROTECT ALL ADJACENT PROPERTY, STRUCTURES, Z X m W V I—Z TREES, UTILITIES, ETC. LL N Z LU B. BUILDER IS RESPONSIBLE FOR SAFETY OF BUILDING DURING W W U ~ i%1 W CONSTRUCTION. PROVIDE ALL SHORING OR BRACING AS REQUIRED O AND PER GOVERNING REGULATIONS. C S Z Z m� 2 in — in C. ALL WOOD CONSTRUCTION CONNECTORS REFERENCED IN THIS W a p W 3 DRAWING SHALL BE SIMPSON'STRONG-TIE' OR EQUIVALENT INSTALLED J J_ = LL W N LL PER MANUFACTURER'S SPECIFICATIONS. X W M >> H M D. GREEN VINYL SINKER NAILS DO NOT MEET THE NAILING REQUIREMENTS G m m O H OF COMMON NAILS. c 2. PLYWOOD DIAPHRAGMS U It 15/32" CDX PLYWOOD OR 7/16" OSB. cd Z N pa 3. MATERIAL EVALUATION REPORT IDENTIFICATIOND 8 A. TRUSS CONNECTION PLATES BY EAGLE METAL PLATES PER x . W w v ICC -ES REPORT #ESR -1082. °� = z m o 12x12 VENT RIDGE VENT RIDGE VENT B. SMARTSIDE SIDING BY LP CORPORATION PER rn o ICC -ES REPORT #ESR -1301. S o wW v w 12 10 CLASS W SHINGLES C. HARDIEPANEL SIDING BY JAMES HARDIE BUILDING PRODUCTS PER ICC -ES REPORT #ESR -1844. Mir D. HARDIEPLANK LAP SIDING BY JAMES HARDIE BUILDING PRODUCTS PER ICC -ES REPORT #ESR -2290. c E. LAMINATED VENEER LUMBER (LVL) BY WEYERHAEUSER PER ICC -ES REPORT #ESR -1387. b) = F. ASPHALT SHINGLES BY GAF PER ICC -ES REPORT #ESR -1475. yam„ w G. HDU PRE -DEFLECTED HOLDOWNS BY SIMPSON STRONG -TIE PER 0 a a ICC -ES REPORT #ESR -2330. i/D o00 w H. SSTB ANCHOR BOLTS BY SIMPSON STRONG -TIE PER Drawn By: JS 1'-0" 1'-0" ICC -ES REPORT #ESR -2611. N 0" Date: 05/07/2020 ❑ Checked By: :: 0 Date: to CEMENT STUCCO PANEL R CEMENT STUCCO PANEL OVER HOUSE WRAP OVER HOUSE WRAP Revised: OVER 7/16" OSB OVER 7/16" OSB 5°h DOWNSLOPE FOR 10' Title: MINIMUM ON ALL SIDES City of W heat ge FINISHED GRADE FINISHED GRADE COMMUNI"IY UEVEI()pMENT PROJECT NOTES Got APPROVED 1z o I 24'-0" I Reviewed for Code Compliance ELEVATIONS Randy Slusser 7i02i2020 Scale: 1/4" = 1'-0" WALL C ELEVATION WALL D ELEVATION Plans Examiner Date Sheet: Wittig of m mh: fit IssaaaeB o/ a p~ or apprord of plan spK4katloro and oompufatwm shop not be a permr, fo, or on opprwel of, any nolotion to My Of me PrOW tarn of the ik#kMg rode or of air MY oMnorrses. Aermfb pnrw ng to WW out" to allot: or motel the prorwons of the stwav coda arothn ofd wooi%of the city OW wt herald II j, Sheet 1 of 3 3.5' 140.15' [71. A C). \CONC. WALL obi WITH DRAIN / o 8B �W 50.0' 4 PIPE IN STONE RETAINING / STONE WALL / �Q RETAINING / WALL X / ON PL 1 / 0) 10.0' 0 o V�cd CON RETE N q7 : I W WAY 34.8' �! w g ' N Q w ' J U CONCRETE m DECK T DRIVEWAY o I R S C 3 CONCRETE WALKWAY e 50.0' j ,.n,oae. I _ STONE I� co 0 IMPROVEMENT LOCATION CERTIFICATE 3825 Depew St, Wheat Ridge, CO 80212 THIS IS NOT A LAND SURVEY PLAT I% IMPROVEMENT LOCATION CERTIFICATE I HEREBY CERTIFY THAT THIS IMPROVEMENT LOCATION CERTIFICATE WAS PREPARED FOR Ross Carpenter, THAT IT IS NOT A LAND SURVEY PLAT OR IMPROVEMENT SURVEY PLAT, AND THAT IT IS NOT TO BE RELIED UPON FOR THE ESTABLISHMENT OF FENCE, BUILDING, OR OTHER FUTURE IMPROVEMENT LINES. THIS CERTIFICATE IS VALID ONLY FOR USE BY Ross Carpenter AND DESCRIBES THE PARCEL'S APPEARANCE ON 10/9/19 I FURTHER CERTIFY THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL ON THIS DATE, 10/10/19 EXCEPT UTILITY CONNECTIONS, ARE ENTIRELY WITHIN THE BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN, THAT THERE ARE NO ENCROACHMENTS UPON THE DESCRIBED PREMISES BY IMPROVEMENTS ON ANY ADJOINING PREMISES, EXCEPT AS INDICATED, AND THAT THERE IS NO APPARENT EVIDENCE OR SIGN OF ANY EASEMENT CROSSING OR BURDENING ANY PART OF SAID PARCEL, EXCEPT AS NOTED. G le7_ 6+76 z Digitally signed . by David L. U David L $ • �` Swanson C'%q°••••.••••'•`, Swanson Date:2019.10.1 < LAND 5 19:15:49 -06'00' NOTES: 1 "=20' 1)THIS CERTIFICATE DOES NOT CONSTITUTE A TITLE SEARCH BY COLORADO ILC SERVICES INC., TO DETERMINE OWNERSHIP, RIGHTS OF WAY, EASEMENTS OR ENCUMBRANCES NOT SHOWN BY THE PLAT THAT MAY AFFECT THIS TRACT OF LAND. THERE MAY BE EASEMENTS OF RIGHTS OF WAY OF THE PUBLIC RECORD THAT MAY AFFECT THIS TRACT OF LAND THAT ARE NOT SHOWN ON THIS CERTIFICATE. 2)NO SURVEY MONUMENTS WERE RECOVERED ON THE LOT (UNLESS NOTED HEREON) THEREFORE THIS CERTIFICATE IS BASED UPON PLATTED RC]tVbfOF WAY AND OCCUPATION LINES IN THE AREA.hhppaa�tt RR����epp 3)LOCATION AND OWNERSHIP OF FE ES`WAS NOT - DETERMINED BY THE SURVEYOR. INWRlding DiCi $ NOT SHOWN ON ILC. LEGAL: LOT 88, BLOCK 1, REPLAT OF DEPEW ESTATES SUBDIVISION FILING NO. 1, COUNTY OF JEFFERSON, STATE OF COLORADO JUd NUMULK 19-10-777 DATE PREPARED: 13000 LAWRENCE ST. #111 DRAWN BY: 10/10/19 DENVER, CO 80205 A. SAMPSON, LSI 303.668.7540 NAILING SCHEDULE CHORD SPLICE NAILING: 8 - 16d NAILS EACH SIDE OF SPLICE. TRUSS BLOCKING: (4) - 16d (TOENAILED) FRAMING NAILING: STUD TO TOP PLATE, 2-16d END NAIL STUD TO SILL PLATE, 2-16d END NAIL OR 4-8d TOENAIL DBL. HEADER 16d @ 16" OC ALONG EACH EDGE HEADER TO KING STUD 4-8d TOENAIL OR 4-16d END NAIL DOUBLE TOP PLATES, 16d @ 16" FACENAIL UNLESS SPECIFIED HEREIN, ALL NAILING SHALL BE PER 2015 IRC TABLE R602.3(1). UPLIFT TRANSFER: PROVIDE SIMPSON H2.5A AT EACH END OF TRUSSES. PROVIDE 2X4 SOLID BLOCKING ON ALL UNSUPPORTED EDGES OF PLYWOOD ON SHEAR WALLS. UNBLOCKED ROOF DIAPHRAGM ROOF SHEATHING NAILING: BORDER: 8d COMMON @ 6" OC EDGE: 8d COMMON @ 6" OC FIELD: 8d COMMON @ 12" OC CALC. LOAD I LOA (lb/ft) (lb/ft) X 1 221 B ALLOW SHEAR (lb/ft) D CALL. SHEASHEAR LOAD (Ibm) 12' -0" 1-71Y16 11 SSTB 1 6-SSTB36 STB 16-STB36 1,_71y 202 5136" X 202 150 HDU2-HDU5 PHD2A-PHD5A HDU8 PHD8 LUS24-LUS210 JUS24-JUS210 LS30/LS50 MP3/MP5 LSTA9-LSTA24 LSTA9-LSTA24 A24 TDL5 H1 RT15 H3 RT3A 513/6, H8 LTW12 H10 RT16A SSTB16 ABA44/ABA66 PA44E/PA66E BC4/BC6 6 A HST2 KHST2 X 202 2X4 FRAMING. SHEATHE EXTERIOR WITH 7/16" OSB FOR CEMENT STUCCO PANEL OVER HOUSE WRAP. 24'-0" LONG TOTAL. (2.5'+18.5') = 21' USED FOR SHEAR. NAILING: EDGE: 8d COMMON @ 6" OC FIELD: 8d COMMON @ 12" OC NO HOLDOWNS REQUIRED. X 202 SDS1/4X3 SCREW WS3 A34 MP34 A35 MPA1 CS18/CS22 RS200/RS300 HTT4/HTT5 HTT16/HTT22 ANCHOR BOLT MAX. SPACING END DISTANCE, EDGE C 2 DISTANCE, MINIMUM S3 EMBEDMENT, & MINIMUM END DISTANCE PER FOUNDATION W PLAN NOTES ON S3. 0 3 N S3 0 oom 60 N fV C LANDING 4 I g_0., EO — (V C FOUNDATION PLAN SHEAR WALL SCHEDULE 2X4 FRAMING. SHEATHE EXTERIOR WITH 7/16" OSB FOR CEMENT STUCCO PANEL OVER HOUSE WRAP. 12'-0" LONG TOTAL. 0' USED FOR SHEAR. NAILING: EDGE: 8d COMMON @ 6" OC FIELD: 8d COMMON @ 12" OC NO HOLDOWNS REQUIRED. PROVIDE SIMPSON HDU2 HOLDOWNS ATTACHED TO END STUDS AND SSTB16 ANCHOR BOLTS. 2X4 FRAMING. SHEATHE EXTERIOR WITH 7/16" OSB FOR CEMENT STUCCO PANEL OVER HOUSE WRAP. 12'-0" LONG TOTAL. 12' USED FOR SHEAR. NAILING: EDGE: 8d COMMON @ 6" OC FIELD: 8d COMMON @ 12" OC NO HOLDOWNS REQUIRED. CALL. LOADLOAD LOAD (lb/ft) ALLOW SHEAR (lb/ft) WALL SCHEDULE CALL. SHEASHEAR LOAD (Ibm) ALLOW LO DR (Ibm) SIMPSON USP EQUIVALENT H2.5A RT7A SSTB 1 6-SSTB36 STB 16-STB36 X 202 2X4 FRAMING. SHEATHE EXTERIOR WITH 7/16" OSB FOR CEMENT STUCCO PANEL OVER HOUSE WRAP. 24'-0" LONG TOTAL. 24' USED FOR SHEAR. B NAILING: EDGE: 8d COMMON @ 6" OC FIELD: 8d COMMON @ 12" OC NO HOLDOWNS REQUIRED. TOENAIL BLOCKING TO TOP PLATE: 3-8d/ BLOCK X 202 150 HDU2-HDU5 PHD2A-PHD5A HDU8 PHD8 LUS24-LUS210 JUS24-JUS210 LS30/LS50 MP3/MP5 LSTA9-LSTA24 LSTA9-LSTA24 A24 TDL5 H1 RT15 H3 RT3A H6 LFTA6 H8 LTW12 H10 RT16A PA51 /PA68 TA51 /TA71 ABA44/ABA66 PA44E/PA66E BC4/BC6 6 TDL10 A311 TDL10 HST2 KHST2 X 202 2X4 FRAMING. SHEATHE EXTERIOR WITH 7/16" OSB FOR CEMENT STUCCO PANEL OVER HOUSE WRAP. 24'-0" LONG TOTAL. (2.5'+18.5') = 21' USED FOR SHEAR. NAILING: EDGE: 8d COMMON @ 6" OC FIELD: 8d COMMON @ 12" OC NO HOLDOWNS REQUIRED. X 202 SDS1/4X3 SCREW WS3 A34 MP34 A35 MPA1 CS18/CS22 RS200/RS300 HTT4/HTT5 HTT16/HTT22 CMSTC16 CMSTC16 TOENAIL BLOCKING TO TOP PLATE: 3-8d/ BLOCK 150 WHEN PERFORATED SHEAR WALL DESIGN IS DESIGNATED, AREAS ABOVE AND BELOW OPENINGS ARE USED IN SHEAR CALCULATIONS. REFER TO ANSI/AWC SDPWS. B D 12' -0" Z X4 TREATED SOLE za z Ho 2'-0- 6'-0" 2' -0 - CO �LL WO 'LATE TYPICAL ALL m� �V Na' U)W ofN ywQ WALLS (U.N.O.) aO it dao_ 1— vw CO C1 p Z.. 2L 0Ux U)W HDU2 o1c)= 0_U A z T— LC—a' C 2 S3 W 0 N 0 oom fV C FLOOR PLAN DOUI ROOF FRAMING PLAN w O - Lu L LL Cn a. U) v "v o CX N � N H o � Wo c� °O E~�Ou, z z o0W) 0 U C) A W m �w Nr M CD Of 000 W ;r H Z N za z Ho cV CO �LL WO rnW m� �V Na' U)W ofN ywQ W a) aO it dao_ 1— vw CO C1 p Z.. 2L 0Ux U)W O :3a`))UN:2 o1c)= 0_U 0 <�wc+)� LL 0 Z W a m LLJ W Z W a -y Q a a G Z O W d 0- NaOy=� (D LL1LL O Z H LU z m W N V a LL Z Q Q = ~ N = W = W WZVJZZm�VJ U)aLLW LL LU US LLJ J_m LL 2 W :3 :3 - :3 I-13-CmmOI— A " O WCd V/ W K O m y W w 0 Cl) �Ov = K m w rn�Z ' o iw LL o - dy 0 Lt_ < _ m CAW cri m O J N c ®, = Q f 0 a rI] U K Drawn By: JS Date: 05/07/2020 Checked By: Date: Revised: Revised: Title: PLANS SHEAR WALL SCHED NAILING SCHEDULE Scale: 1/4" = T-0" Sheet: City of Wheat Ridge Building Division S2 Sheet 2 of 3 SEE PROJECT NOTES FOR MATERIALS TRUSS BLOCKING Of ROOF SHEATHING p. Iqw � Z GABLE TRUSS Za STUDS AS NOTED IN cV TRUSS l rnC 2X4 BLOCK W/ A34 AT EACH END AND Cl) C co w Q GABLE TRUSS BOTTOM CORD W L: a) SHEAR WALL SCHEDULE. 4'x8'x7/16" OSB NAIL TO INTERMEDIATE FRAMING Nx RCO0 L.IJQ 0cx Ow TOE NAIL 6-8d COMM NAILS THRU ROOF SHEATHING END WALL oQ�c�cn� d y NAIL SHEATHING PER v USE (2) 2X OR (1) 3X OR GREATER STUD. WITH FOIL BACKING MEMBERS - REFERENCE NAILING SCHEDULE/S2 BLOCKING TO 2X4 BRACE AT 6' OC ATTACH WITH (6) 16d TRUSS Of NAILING SCHEDULE O J N SHINGLES DIAPHRAGM ® , TOP PLATE COMMON FACE NAILS AT BLOCK AND AT = R' Cd NAIL BOT. CHORD TO BOUNDARY O ROOF SHEATHING. 3 NAILS EACH SIDE U K UPPER TOP PLATE FROM SDS1/4X3 SCREWS Drawn By: JS TRUSS Checked By: BELOW W/ 16d NAILS @ 9" Date: TRIM Revised: Revised: O.C. BEFORE SETTING ON HEX NUT SECTIONS ATTACH END WALL TRUSS TO TOP PLATE WITH Scale: NONE WALL NAILS PER SHEAR WALL SCHEDULE. HDU HOLDOWN BOTTOM EDGE OF TOP(2) a a PANEL EDGE IS NOT SIMPSON H2.5A PLATE ON INSIDE AT EACH TRUSS 2X4 FULL LENGTH OF BUILDING @ 6' OC SHEATHING PANELTREATED 2X12 HEADER SILL PLATE SUPPORTED BY BLOCKING - BOTH END WALLS. ATTACH TO TRUSS NAIL TO PLATE 2 °J '°' .UNLESS °a.DRIP NOTED EDGE WALL TOP PLATES BOTTOM CHORD WITH 2-16d NAILS. TWALLSTUDS FASTEN END TRUSS- TOP OF TOVERHEAD BOTTOM OF HEADER G a NAIL ALSO AT END WALL TRUSS. DIAGONAL BRACE LOCATION.6'-10 PLATE ASSEMBLY TO DOORMATCH 7/8" A.F.F. SSTB ANCHOR LOWER TOP PLATE W/REFERENCE ANCHOR AT EACH 2X4 BRACE 2 - 16d @ 16" O.C.SCHEDULE/S2 NAILING RAFTERS AND/ SIDING SIDINGH10 OR TRUSSES THIS DETAIL IS PROVIDED IN LIEU OF A RIGID CEILING SYSTEM FOUNDATION STUDS END WALL BRACE and SECTION OVERHEAD DOOR H2.5A RANCH TRUSS ATTACHMENT © ROOFING SHEATHING NAILING DTL TRUSS BOTTOM CHORD BRACE O ENDWALL ASSEMBLY DETAIL 10 HEADER DETAIL SSTB &HDU INSTALLATION O DETAIL WITH BOTTOM CHORD ® NOT TO SCALE 11 NOT TO SCALE TOP PLATES TOP PLATES CRIPPLES (AS REQ.) CRIPPLES (IF REQ.) EXTENT OF HEADER SPACER (IF REQ.) SPACER (IF REQ.) FULL WIDTH SHEATHING FULL WIDTH SHEATHING DOUBLED HEADER DOUBLED HEADER 11 STUD STUD TRIMMER DOUBLE TRIMMERS 3 = SOLE PLATE SOLE PLATE Ell o = a FOR OPENINGS UP FOR OPENINGS 6-0" MIN.3"x11.25" ...... TO 5'-11 1/2" UNLESS AND WIDER UNLESS .. NET HEADER OTHERWISE NOTED OTHERWISE NOTED 1000 LB STRAP OPPOSITE SHEATHING = NAILING: HEADER TO STUD - 4-8d TOENAIL OR 4-16d END NAIL SIMPSON LSTA21 OR EQ. 0 w DOUBLED HEADER- 16d @ 16" STAGGERED FACE NAIL REFERENCE TABLE 602.3 FASTEN SHEATHING TO HEADERJ FASTEN TOP PLATE TO HEADER WITH TWO HEADER DETAIL WITH 8d COMMON OR GALVANIZED BOX NAILS IN GRID PATTERN 3" ROWS OF 16d SINKER NAILS @ 3" o.c. TYP. 3 � - 5 O AS SHOWN & 3"o.c. IN ALL FRAMING 6'-0" TO 18'-0" o NOT TO SCALE (STUDS, BLOCKING & SILLS) TYP. c ADD'L STUDS (SPA. @ 16"o.c.) @ 24" WIDE b WALL OR GREATER, TYP. MIN. WIDTH = 16" FOR ONE STORY STRUCTURES . . MIN. WIDTH = 24" FOR USE IN THE FIRST OF TWO 3/8" MIN. THICKNESS WOOD STORY STRUCTURES 7 STRUCTURAL PANEL SHEATHING i w MIN. (2)2x4 V a U) SIMPSON HDU HOLDOWN ANCHOR FOR PANEL SPLICE (WHEN REQUIRED) w INSTALL PER MFR. SPECIFICATIONS PANEL EDGES OCCUR WITHIN 24" OF OR MIN. 4200 LB TIE -DOWN DEVICE MID HEIGHT. ONE ROW OF TYP. a. EMBEDDED INTO CONCRETE & SHEATHING TO FRAMING NAILED INTO FRAMING.) NAILING IS REQUIRED @ EA. EDGE. BOUNDARY NAILING HOLDOWN ANCHOR TYPICAL ANCHOR BOLT PER CODE BOLT PER MFR. 13 DOUBLE PORTAL UNHEATED GARAGE SPACE END RAFTER 2X SOLID BLOCKING BETWEEN TRUSSES ANCHOR BOLT & ROOF SHEATHING P.T. SILL PLATE PER NOTES BELOW #4 CONTINUOUS STRUCTURAL TRUSS 13/4, TOP & BOTTOM ATTACH 7/16" OSB SHEATHING WITH FOILU FINISH in GRADE a CONCRETE FLOOR 2X4 LADDER FRAME BACKING TO TRUSSES PER NAILING SCHEDULE. REFERENCE TABLE R602.3(1). STANDARD GABLE z ° .-°'. TOP PLATE o z ° ° ' SLAB REINFORCEMENT PER NOTES BELOW NAIL SHEATHING TO WALL STUD THICKENED SLAB PER SHEAR WALL SCHEDULE TRUSSES @ 24" O.C. a 3" CLR. v TYP. WALL STUD M 1-0" SECTION AT RIDGE MIN. SHEAR TRANSFER NOTES: 1. REFERENCE SHEAR WALL SCHEDULE FOR N N MONOLITHIC FOUNDATION LAY OUTRIGGERS FLAT AND "LET' INTO TOP NAILING AND HOEDOWN REQUIREMENTS. 1 2x4 STUDS 16" O.C. @ CHORD OF ENDWALL (GABLE) TRUSS TO 2. REFERENCE ROOFING SCHEDULE FOR SUPPORT OVERHANG, AT 4'-0" O.C. BUTT NAIL MATERIAL AND NAILING REQUIREMENTS. TO FIRST STRUCTURAL TRUSS. CONTINUOUS FOOTING NOTES 1. TOP OF SLAB TO BE 6" MIN. ABOVE GRADE. SLAB REINFORCEMENT SHALL STRUCTURAL TRUSS CEILING AND WALLS SHALL BE WWF 6X6 W10xW10 PER ASTM A185. LOCATE AT MID -DEPTH OF SLAB. NAIL SHEATHING TO SOLE PLATE PER SHEAR WALL co BE LEFT UNFINISHED -OR- SLAB REINFORCEMENT SHALL BE FIBERMESH 150 OR BLENDED 2X4 LADDER FRAME SCHEDULE EDGE NAILING FIBERMESH150. FIBERMESH SHOULD BE DISPERSED UNIFORMLY THROUGH CONCRETE W/ MIN. 1 POUND PER CUBIC YARD OF CONCRETE. 2. ALL FOOTING FORMS SHALL BE INSPECTED FOR SIZE AND REINFORCING STANDARD GABLE BEFORE POURING CONCRETE. 3. FOOTINGS SHALL BEAR ON UNDISTURBED NATURAL, COMPETENT SOIL,OR PROPERLY COMPACTED STRUCTURAL FILL. ALLOWABLE SOIL BLOCKING BEARING PRESSURE IS 1500 PSF AT 12" BELOW GRADE. 4. CONCRETE: MINIMUM 28 DAY COMPRESSIVE STRENGTH, fc = 2500 PSI. 5. REINFORCING STEEL: A615, GRADE 40 OR GRADE 60. ALL REINFORCING -40 :•.�'•' STEEL SHOWN TO BE CONTINUOUS MAY BE LAPPED A MINIMUM OF 38 BAR DIAMETERS OR 24". City of 6. SEISMIC DESIGN CATEGORY: B A. ATTACH PRESSURE TREATED SOLE PLATE TO THE FOOTING USING Wheat Ridge A ' 1/2" DIAX 10" LONG'L' BOLTS WITH NUTSAND WASHERS. ° 12'-0' B. ANCHOR BOLTS SHALL BE EMBEDDED AT LEAST 7"INTO THE BuildingDivision CONCRETE AND SHALL BE SPACED NOT MORE THAN 6' OC. C. THERE SHALL BE A MINIMUM OF 2 BOLTS PER SOLE PLATE PIECE END RAFTER WITH 1 BOLT LOCATED NOT MORE THAN 12" NOR LESS THAN 7 BOLT DIAMETERS FROM EACH END OF EACH PIECE. CANTILEVERED LADDER OSHEAR TRANSFER DETAIL BUILDING O SECTION ATTACH EACH END OF EACH TRUSS TO TOP PLATES WITH H2.5A OR EQUIV CLIPS. 3 CF -1 FOUNDATION DETAIL O v ® FRAME OVERHANG DETAIL 3/4" = 1' - 0" 3/8" = 1' - 0" WALL FRAMING TO BE 2X4 SPF STUD GRADE @ 16" OC. aIRC M Of AN iU Iqw � Z CV Za Z Ho cV �LL WLL O rnC mC V Cl) C co w Q A CV (0 EO W L: a) 0_ II 10 p vw o E Z Nx RCO0 L.IJQ 0cx Ow O� aa))UNgC14 00 o_U oQ�c�cn� LL O Z W� a m LLJ W Z W WN Q d a C Z O LU a — maPON=w LL 0 Q LL Z Q CLU 0 0 ~ LU N = W } ' W WZNZZmmcn US 2 LL 3 m~ W LL 2 W:�J_ J_LL »t—:3 I_0I_ mm01_ Sheet: Sheet 3 of 3 0 AN iU � W y ��bb V W W w O m v � w U) Oz � i V1 bA LL W o o - d y LL v W N F_f � f2 Of O J N ® , vy = R' Cd (Dw O Of U K a Drawn By: JS Date: 05/07/2020 Checked By: Date: Revised: Revised: Title: SECTIONS DETAILS Scale: NONE Sheet: Sheet 3 of 3 -q EAGLE METAL 12300 Ford Rd, Suite 110 Dallas, Texas 75234 eaglemetal.com The truss designs referenced below have been prepared by me or under my direct supervision based on the truss design criteria and requirements ("design criteria") provided by Tuff Shed, Inc.. These truss designs are intended for the fabrication of individual building components that will perform to the design criteria provided. Any variance from the design criteria will render the affected truss designs inapplicable. Listed below are the truss designs included in this package and covered by this seal. Job: 20 -148964 -CARPENTER - 1127048 L01, T01 Any location identification is for file reference only. No determination of the appropriateness of design criteria for any specific project has been made in preparing the truss designs. Please refer to individual truss designs for specific design criteria. Arturo A. Hernandez (CO, PE -39632) My license renewal date for the state of CO is 10/31/2021. IMPORTANT NOTE: The responsibility of the engineer sealing this package, as a Truss Engineer, is solely for design of individual trusses as individual building components based upon design criteria provided by others and set forth in the referenced truss drawings. The truss design criteria for the components have not been verified as appropriate for any particular building, project or use. Adequacy and suitability of design criteria and requirements for the truss designs for any specific project are the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. City of Wheat Ridge Building Division 1127048 0001/0004 -q EAGLE METAL DESIGN NOTES 1. The Truss Design Drawing(s) provided with these Design Notes have been prepared under and are subject to ANSI /TPI 1 published by the Truss Plate Institute, www.tpinst.org. Capitalized terms have the meanings provided in ANSI /TPI 1. 2. Copies of each Truss Design Drawing shall be furnished to the installation contractor, Building Designer, Owner and all persons fabricating, handling, installing, bracing, or erecting the trusses. DESIGN LIMITATIONS 3. The Truss Design Drawing is based upon specifications provided by the Building Designer in accordance with ANS1 / TPI 1. Neither the Truss Designer, Eagle, nor an engineerwho seals this design (if any) assumes any responsibility for the adequacy or accuracy of specifications provided by the Building Designer. 4. The Building Designer is solely responsible for the suitability based upon the Truss Design Drawing and shall be responsible for reviewing and verifying thatthe information shown is in general conformance with the design of the Building. s. Each Truss Design Drawing is for the individual building component (a truss). A seal on the Truss Design Drawing indicates acceptance of professional engineering responsibility solely for the individual truss. 6. Each Truss Design Drawing assumes trusses will be suitably protected from the environment. HANDLING, INSTALLING, & BRACING 7. Refer to Building Component Safety Information (BCSI) for handling, installing, restraining and bracing trusses. Copies can be obtained from the Structural Building Components Association, www.sbcindustry.com. 8. Bracing shown on each Truss Design Drawing is for lateral support of individual truss components only to reduce buckling lengths. All temporary and permanent bracing, including lateral load and diagonal or cross bracing, are the responsibility, respectively, of the erector and Building Designer. 9. Eagle is not responsible for improper truss fabrication, handling, erection or bracing. 10. Compression chords shall be laterally braced by the roof or floor sheathing, directly attached, or have purlins provided at spacing shown, unless noted otherwise. 0 WARNING: Failure to follow may result in property damage or personal injury. 11. Bottom chord required bracing shall be at 10ft spacing or less, if no structural rated ceiling is installed, unless noted otherwise. 12. Strongbacking shall be installed on all parallel chord trusses, including flooring systems, to limit deflection and reduce vibration. Refer to BCSI-B7. 13. Never exceed the design loading shown. Never stack building or other materials on inadequately braced truss; refer to BCSI. 14. Concentration of construction loads greater than the design loads shall not be applied to the trusses at anytime; referto BCSI. 15. Trusses shall be handled with care priorto erection to avoid damage. Refer to BCSI for recommended truss handling and erection. MATERIALS & FABRICATION 16. Lumber moisture content shall be 19% or less at the time of fabrication unless noted otherwise. 17. Lumber used shall be of the species and size, and in all respects, equal to or betterthan that specified. 18. Unless expressly noted, the truss designs are not applicable for use with fire retardant or preservative treated lumber. 19. Plates shall be applied on both faces of truss at each joint and embedded fully. Knots and wane atjoint locations shall be regulated in accordance with ANSI /TPI 1. 20. For a specified plate gauge and grade, the specified size is a minimum. 21. Connections not shown are the responsibility of others. 22. Adequate support shall be provided to resist gravity, lateral and uplift loads. 23. For 4X2 truss orientation, locate plates 0 - 1/16" from outside the edge of the truss. 24. Fabrication of truss shall be in accordance with ANSI/TPI 1. OTHER NOTES 25. Camber is non-structural consideration and is the responsibility of truss fa bricator. 26. Do not cut or alter any truss member or plate without prior approval from a professional engineer. 27. Lumber design values are in accordance with ANSI/TPI 1; lumber design values are by others. 28. Install specified hangers per manufacturer recommendations. SYMBOLS PLATE SIZE 3X4 - The first dimension is the width perpendicular to slots. Second dimension is the length parallel to slots. -, /, I, Indicates required direction of slots; Reference 'Joint Details" for more information. 20 Ga Gr40 connectors required 3X10-20HS - 20 Ga Gr60 connectors required BX10-18HS - 18 Ga Gr60 connectors required LATERAL BRACING When this symbol shown, continuous lateral bracing is required on the member of the truss. BEARING Indicates location where bearings (supports) occur. PLATE LOCATION &ORIENTATION The plate shall be centeredon joint and/or placed in accordance with the design drawing/QC full scale details. REFERENCES -ANSI / TPI 1: National Design Standard for Metal Plate Connected Wood Trusses •BCSI: Building Component & Safety Information - Guide to Good Practice for Handling, Installing, Restraining, & Bracing of Metal Plate Connected Wood Trusses. City of -NDS: National Design Specification f -Wood Construction Meat Ridge -ESR: 1082 published by the Interg-6111Mg Division Code Council. www.icc-es.org 1127048 0003/0004 TUFF SHED TrussL01 1777 SOUTH HARRISON STREET Job: 20 -148964 -CARPENTER SUITE 600 Designd8 DENVER, CO 80210 Date: 06/11/20 08:55:59 Page: 1 of 1 SPAN PITCH QTY OHL OHR CANT L CANT R PLYS SPACING WGT/PLY 12-0-0 10/12 2 0-10-8 0-10-8 0-0-0 0-" 1 24 in 42 lbs 13-9-0 Q-10-$ 6-0-0 6-0-0 Q-10-$ 6-0-0 12-0-0 4x36 - 2x24 2 4 co 10 12 12 10 LO ' LO CO co 4x6 4 0 3x6 / 2x4 2x4 3 5 \ 1 T9 12 5 5 12 10 0-0-0 2-4-9 0-0-0 6-0-0 6-0-0 6-0-0 12-0-0 All plates shown to be Eagle 20 unless otherwise noted. Loading (pst) General CSI Deflection L/ (loc) Allowed TCLL : 30 Bldg Code : IRC 2015/ TC : 0.36(4-5) Vert TL: 0.01 in L/999 (5-6) L/ 180 TCDL : 10 TPI 1-2014 BC : 0.10(5-6) Vert LL: 0 in L/999 5 L/240 BCLL : 0 Rep Mbr : No Web : 0.06(2-8) Horz TL: 0 in BCDL : 10 Lumber D.O.L.: 115% 06/11/20 Reaction O, , G/ 'S' p.,••O P • ••,�� Brg Combo Brg Width Max React Ave React Max Grav Uplift Max MWFRS UpliftMax C&C Uplift Max Uplift Max Horiz 1 562 lbs 201 -253 lbs -320 lbs -237 lbs -320 lbs -229 lbs O�I•J� •�� plf (j Material Bracing viz N 39632 TC: SPF Stud 2 x 4 TC: Sheathed or Purlins at 6-3-0, Purlin design by Others. 0; BC: SPF Stud 2 x 4 BC: Sheathed or Purlins at 10-0-0, Purlin design by Others. Web: SPF Stud 2 x 4 ; �•, •��C/ Loads �S' ... • • • 1) This truss has been designed for the effects ofwind loads in accordance withASCE7 -10 with the following user defined input: 125 mph (Factored), E e A C, Enclosed, Gable/Hip, Risk Category H, Overall Bldg Dims 12 ft x 20 ft, h =15 ft, End Zone Truss, Both end webs considered. DOL=1.60 Member Forces Table indicates: Member ID, max CSI, max axial fob (max compr. force if diet from max axial force). Only fomes greater than 3001bs are shown in this table. TC 0.363 365 lbs ( 317 lbs) 11-2 4-5 0.363 365 lbs ( 317 lbs) BC Web Notes 1) Unless noted otherwise, do not cut or alter any truss member or plate without prior approval from a Professional Engineer. 2) Gable requires continuous bottom chord bearing. 3) Gable webs placed at 24 " OC, U.N.O. 4) Attach gable webs with 2x4 20ga plates, U.N.O. 5) Bracing shown is for in -plane requirements. For out -of -plane requirements, refer to BCSI-B3 published by the SBCA. 6) The fabrication tolerance for this roof truss is 0 % (Cq =1.00). 7)A creep factor of 1.50 has been applied for this truss analysis. 8) Due to negative reactions in gravity load cases, special connections to the bearing surface at j oints 5,1 may need to be considered. 9) Listed wind uplift reactions based on MWFRS & C&C loading. City of Wheat Ridge Building Division ALL PERSONS FABRICATING, HANDLING, ERECTING ORINSTALLINGANYTRUSS BASEDUPONTMS TRUSS DESIGNDRAWINGAREINSTRUCTEDTOREFERTOALL TrueBuild®Truss Software v5.6.363 OF THE INSTRUCTIONS, LMTATIONS AND QUALIFICATIONS SET FORTH INTHE EAGLE METAL PRODUCTS DESIGNNOTES ISSUED WITH TI4S DESIGNAND Eagle Metal Products AVAILABLE FROM EAGLE UPON REQUEST. DESIGN VALID ONLY WHIN EAGLE METAL CONNECTORS ARE USED 1127048 0003/0004 TUFF SHED TrussT01 1777 SOUTH HARRISON STREET Job: 20 -148964 -CARPENTER SUITE 600 Designd8 DENVER, CO 80210 Date: 06/11/20 08:56:02 Page: 1 of 1 SPAN PITCH QTY OHL OHR CANT L CANT R PLYS SPACING WGT/PLY 12-0-0 10/12 11 0-10-8 0-10-8 0-0-0 0-" 1 24 in 48 lbs 13-9-0 10-$ 3-2-8 2-9-8 2-9-8 3-2-8 3-2-8 6-0-0 8-9-8 12-0-0 4x36 - S[12 co 3x4 / 3x4 \ 10 12 2 4 12110 4 TCDL : 10 TPI 1-2014 BC : 0.37(5-6) Vert LL: 0.04 in L/999 (6-7) L/240 BCLL : 0 Rep Mbr : Yes Web : 0.48(3-7) Horz TL: 0.1 in 5 BCDL : 10 Lumber D.O.L.: 115% 06/11/20 CO co T- 7 7X8 - 0 •� 0 �' �'•A� 5 1 3.5 in 1.50 in 790 lbs -165 lbs -166 lbs -166 lbs 4 Material Bracing N. TC: SPF 42 2 x 4 TC: Sheathed or Purlins at 4-10-0, Purlin design by Others. O BC: SPF 42 2 x 4 BC: Sheathed or Purlins at 10-0-0, Purlin design by Others. 1 3x6 / 2X4 2X4 3 5 \ Web: SPF Stud 2 x 4 T9 12 5 5 12 10 0-0-0 2-4-9 0-0-0 3-2-8 2-9-8 2-9-8 3-2-8 3-2-8 6-0-0 8-9-8 12-0-0 All plates shown to be Eagle 20 unless otherwise noted. Loading (pst) General CSI Deflection L/ (loc) Allowed TCLL : 30 Bldg Code : IRC 2015/ TC : 0.20(4-5) Vert TL: 0.09 in L/999 (6-7) L/ 180 TCDL : 10 TPI 1-2014 BC : 0.37(5-6) Vert LL: 0.04 in L/999 (6-7) L/240 BCLL : 0 Rep Mbr : Yes Web : 0.48(3-7) Horz TL: 0.1 in 5 BCDL : 10 Lumber D.O.L.: 115% 06/11/20 Reaction JT Brg Combo Brg Width Rqd Brg Width Max React Max Grav Uplift Max MWFRS UpliftMax C&C Uplift Max Uplift Max Horiz O REGI �.0 �' *000 S �� 1 1 3.5 in 1.50 in 790 lbs -165 lbs -166 lbs -166 lbs -73 lbs 0 •� 0 �' �'•A� 5 1 3.5 in 1.50 in 790 lbs -165 lbs -166 lbs -166 lbs ��'J� Material Bracing N. TC: SPF 42 2 x 4 TC: Sheathed or Purlins at 4-10-0, Purlin design by Others. .� 39632 BC: SPF 42 2 x 4 BC: Sheathed or Purlins at 10-0-0, Purlin design by Others. Web: SPF Stud 2 x 4 Loads 1) This truss has been designed for the effects ofwind loads in accordance withASCE7 -10 with the following user defined input: 125 mph (Factored), Exp sure AL C, Enclosed, Gable/Hip, Risk Category H, Overall Bldg Dims 12 ft x 20 ft, h =15 ft, End Zone Truss, Both end webs considered. DOL=1.60 2) Minimum storage attic loading has been applied in accordance with IRC 301.5 Member Forces Table indicates: Manby ID, max CSI, max axial fob (mom compr. force if diet from m� axial force). Only fomes greater than 3001bs are shown in this table. TC 12 0.200 -1,515 lbs 3-4 0.133 -1,140 lbs 2-3 0.133 -1,140 lbs 4-5 0.200 -1,515 lbs BC 5-6 0.369 1,198 lbs 41 lbs 6-7 0.352 1,214 lbs -39 lbs 7-8 0.352 1,214 lbs 39 lbs 8-1 0.369 1,198 lbs Albs Web 3-7 0.482 1,121 lbs (34 lbs) Notes 1) Unless noted otherwise, do not cut or alter any truss member or plate without prior approval from a Professional Engineer. 2) The fabrication tolerance for this roof truss is 0 % (Cq =1.00). 3) Brace bottom chord with approved sheathing or purlins per Bracing Summary. 4)A creep factor of 1.50 has been applied for this truss analysis. 5) Listed wind uplift reactions based on MWFRS & C&C loading. City of Wheat Ridge Building Division ALL PERSONS FABRICATING, HANDLING, ERECTING OR INSTALLINGANYTRUSS BASEDUPONTMS TRUSS DESIGNDRAWINGAREINSTRUCTEDTOREFERTOALL TrueBuild®Truss Software v5.6.363 OF THE INSTRUCTIONS, LMTATIONS AND QUALIFICATIONS SET FORIH INTHE EAGLE METAL PRODUCTS DESIGNNOTES ISSUID WITH TH[S DESIGNAND Eagle Metal Products AVAILABLE FROM EAGLE UPON REQUEST. DESIGN VALID ONLY WHEN EAGLE METAL CONNECTORS ARE USED 1127048 0004/0004 r 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: I --T Job Address: 3`� 2 Permit Number: ❑ No one available for inspection: Time ;L, 20 A PM Re -Inspection required: Yes, CNo When corrections have been made, call for re -inspection at 303-234-5933 Date: r` —`i A Inspector: DO NOT REMOVE THIS NOTICE e i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: L) Q ' o " 1J r'r1G r—, n �. Job Address: "3 S D T- rj',,�,.rae r,i -� Permit Number: a o 1 R 0 1 1) 0 I r J ,, jl C1 f". , ❑ No one available for inspection: Time : 30 (A--M-PM Re -Inspection required: Yes N�o When corrections have been made, call for re -inspection at 303-234-5933 Date: s a�JR Inspector: DO NOT REMOVE THIS NOTICE in i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line - (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE pill Inspection Type: Job Address:�,�e Permit Number: ❑ No one available for inspection: Time °) : ) 7 ®PM Re -Inspection required: Yes 1 ISo When corrections have been made, call for re -inspection at 303-234-5933 Date: S` / )Inspector: —T -t, DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 1 o a' Ca sson s� c s Job Address: 3 s "o S- Permit Number: 2 0 113 0/ 1 1 G cap ssons V /e iz+ e PS / el S v A-p4eC CDncC�6-k, ❑ No one available for inspection: Time �6 = S'o� (@ /PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: Ll Aa & /19 Inspector: -% DO NOT REMOVE THIS NOTICE City of Wheat Ridge Homeowner Deck PERMIT - 201801110 PERMIT NO: 201801110 ISSUED: 04/19/2018 JOB ADDRESS: 3825 Depew ST EXPIRES: 04/19/2019 JOB DESCRIPTION: Convert concrete patio to new deck with egress from kitchen to backyard; 7 ft x 5 ft; 35 sq ft total *** CONTACTS *** OWNER (303)570-5171 CARPENTER ROSS *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, OLI BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 2,000.00 FEES Total Valuation 0.00 Plan Review Fee 50.38 Use Tax 42.00 Permit Fee 77.50 ** TOTAL ** 169.88 *** COMMENTS *** *** CONDITIONS *** I, the property owner, by my signature, attest that I currently reside at the project property, intend to reside at the property for a period of one year after completion of the project, and am personally performing all work, without the assistance of hired or professional workers. If professionals are hired, those contractors are licensed with the City of Wheat Ridge and are listed on the permit. Consultations and inspections will only be performed with the homeowner of record present. Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. City of Wheat Ridge Homeowner Deck PERMIT - 201801110 PERMIT NO: 201801110 ISSUED: 04/19/2018 JOB ADDRESS: 3825 Depew ST EXPIRES: 04/19/2019 JOB DESCRIPTION: Convert concrete patio to new deck with egress from kitchen to backyard; 7 ft x 5 ft; 35 sq ft total 1, 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 permit. 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 b" ertormed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature 10 -'OWNER Ale -CONTRACTOR (Circle one) Date ` I 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 originalpermit 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 the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an 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 O fi al Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of W head jd COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 2911 Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(a)ci.wheatridge.co.us I FOR OFFICE USE ONLY I Date: Plan/Permit # ' Cx 0 Plan Review Fee: Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 3825 Depew Street Wheat Ridge CO 80212 Property Owner (please prino: Ross Carpenter Phone: 303.570. 5171 Property Owner Email: ross2266@gmail.com Tenant (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: Citv, State, Zip: Architect/Engineer: N/A Architect/Engineer E-mail: Contractor: N/A City of Wheat Ridge License #: Contractor E-mail Address: For Plan Review Questions & Comments (please print): Phone: Phone: CONTACT NAME (please print): Phone: CONTACT EMAIL(please print): Sub Contractors (Must provide Wheat Ridge License No.): Electrical: Plumbing: W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Mechanical: W.R. City License # ❑COMMERCIAL 0 RESIDENTIAL Description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. Current area is dirt adjacent -71x5' deck to provide egress on measurements and materials Commercial Projects Only: Occupancy Type: Sq. Ft./LF -3s- BTUs Amps Squares to at grade concrete patio. Plan to install new from kitchen doors to backyard patio. Details in supplemental plans. Construction Type: Gallons Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ 2, 000 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances. rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): Printed Name: Ross Carpenter } DEPARTMENT USE ONLY ZONING COMMMENTS: Reviewer:` y BUILDING DEPARTMENT CO MENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: DATE: 4/17/18 OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE:_ (z 0 Building Division Valuation: �2, 600 ♦��4' Vr City of `� `�lheatj�id�e COMMUNITY DEVELOPMENT Building Guide PROJECT ADDRESS: 3 8 2.5 Denew Street How to Use this Guide Provide three sets of plans and complete the following: 1. Complete this Building Guide by filling in all of the blanks on page two and indicating which construction details will be used. 2. Provide 3 Plot Plans showing dimensions of your deck or porch and its relationship to existing buildings or structures on the property. Show all easements and the distance to existing property lines drawn to scale. 3. Fill out a Building Permit Application. The majority of permit applications are processed with little delay. The submitted documents will help determine if the project is in compliance with building safety codes, zoning ordinances and other applicable laws. SPECIAL NOTES: This handout is intended to accommodate projects constructed under the 2006 International Residential Code. It is not intended to cover all code requirements or circumstances. Check with the City of Wheat Ridge Community Development Department for additional requirements. http://www.ci.wheatridge.co.us APPROVED Subject to Field Inspections Wb@s�t,F2idge B,I�i,Iding P�pt, Date: Signed Plan checker 0\ SITE PLAN. -S MUST BE ON SITE FOR INSFE[,TIIIN OFF BUILDING OFFIQAt W heat idge Wheat Ridge Building Department Approved BUILDING OFFICIAL DATE Validity of pennh the issuance ul a permh or aplaoVA,gf puns, spechamims and computatuns shall not fie a pennh tor, or an apploailld, any vimmun to any of the plovisiora tf the dtildingltotle ar of any Chi} ordinances. Permile presuming to,give Mhmity to violate aeancel the povisims of the Building codeNrotherordinances ofthe City shagnotbe vand. PROJECT ADDRESS: 3825 Dee )ew S t re p t_ DIRECTIONS: 1. Fill in the blanks on this page with dimensions and materials which will be used to build the structure. Please print legibly. 2. Indicate in the check box in the center of the diagram which support detail from Page 3 is to be used. Size and Aniount of Lags 2x 3/8" x 4 1/2" Lags 16" O.C. (exwo!e: Titin 3(8-x 4 filogs@ WO C.) - Existing bldg. Approved flashing required Beam splices to occur over f`• posts with 1 1h" bearing Attach decking with non corrosive fasteners N f+ ff.• U�De�t X Detail B J Alternate Detail B1 J Alternate Detail B2 pa Conditions such as attachment to cantilevers or veneers may require Engineers approval Detail C (see page 3; Finished Type of decking 2 x 6 Trex ( 3) 2 x 10 bea In �. femrr r?? 2 x 1 - see ctetard B) ,.• ?1 rim foist ` B (exampre f x 4 ar 2 x 6- Trex'. •`•.. 36' high guard i 2x 8" *` (erarrp'e 2 x f0 - see Aterrrate S f d 82) joists - with balusters 0 a .- 2 6"x6" posts U)spat spaced 16 " apart spaced so that a 4 Inch diameter E __. (example 4 x 4 pw sts spaced F apart) E {exatr 2x 17spaced 24"amort) sphere cannot - co pass through Span 5' U- (exa e: t3' - 4"? Beam splices to occur over f`• posts with 1 1h" bearing Attach decking with non corrosive fasteners N f+ ff.• U�De�t X Detail B J Alternate Detail B1 J Alternate Detail B2 pa Conditions such as attachment to cantilevers or veneers may require Engineers approval Detail C (see page 3; Finished Note: Emergency escape windows are allowed to be installed under decks and porches provided the location of the deck allows the emergency escape window to be fully opened and provides a path not less than 36" in height to a yard or court. 68" required for walk out basements or patios. co Type of siding (ex&ry ) Brick (existing) APPROVED =J Note: 3 copies of a plot plan (plan view) showing the dimensions of your project and its relationship to existing buildings or structures on the property must be included. In addition to project dimensions, your plot plan must also show other details such as post locations and spacing, joist and beam spans, and any other pertinent information not shown on drawings. v of 2 AV `• ( 3) 2 x 10 bea In �. femrr r?? 2 x 1 - see ctetard B) ,.• ?1 rim foist ` B •`•.. *` (erarrp'e 2 x f0 - see Aterrrate S f d 82) 0 a 2 6"x6" posts U)spat ed N_ apart (example 4 x 4 pw sts spaced F apart) E C co Span 5' U- (exa e: t3' - 4"? Note: Emergency escape windows are allowed to be installed under decks and porches provided the location of the deck allows the emergency escape window to be fully opened and provides a path not less than 36" in height to a yard or court. 68" required for walk out basements or patios. co Type of siding (ex&ry ) Brick (existing) APPROVED =J Note: 3 copies of a plot plan (plan view) showing the dimensions of your project and its relationship to existing buildings or structures on the property must be included. In addition to project dimensions, your plot plan must also show other details such as post locations and spacing, joist and beam spans, and any other pertinent information not shown on drawings. v of 2 t KI FA = 11111� liiiii I ol Existing building Beam splices to -Approved flashing required occur over posts Attach to joists with non -corrosive fasteners 1 with 112' bearing Secure balusters to beam Attach ledger to existing bldg. At with non -corrosive lag boli spaced min- 16" apart Locate I V bolts to penetrate nm joist or wall studs. J Non -corrosive Non-corTosivemetal Non -corrosive metal joist hanger joist metal postibeam Conditions such as attachment to cantilevers or hanger connector veneers may require Engineer's approval, Beam splices to occur over posts with 1 1/2* bearing Secure balusters to beam Non -corrosive metal post/beam connector %t" (min.,) diameter anchor bolt embedded -7 min. into concrete pier or the equivalent Finished arade (min.) diameter pier ti Full depth 2x sold blocking Secure balusters to beam Beam splices to occur over posts with 1 112' bearing Non -corrosive metal postibearn connector Non -corrosive metal post anchor 8' min. If less than 8", post must be decay resistive APPROVED jutteC7' "o Fleid Impect on'= m agnea PW rte PROJECT ADDRESS: New or existing _A_ Y light required :-.uarchail Guardrail required if more than 30' Open guardrails on decks more than 30 inches above grade or a floor below shall have members spaced so that a 4 inch diameter sphere cannot pass through. Stairway Notes: Openingsfor required 1. Stairways shall be not less than 36" in width_ guards on the sides 2. Stairway rises shall be not greater than 7 314'_ of stair treads shall I Stairway treads shall have a minimum run of 10'. not allow a 4 inch 4. The length of Run and the height of Riser shall not 36'Ln- vary more than 318' in the entire run of the stair_ pass through. 5, Stairs are required to be illuminated. 6. Open risers permitted if opening is less than 4'. hej ght Guardrail required if more than 30' Open guardrails on decks more than 30 inches above grade or a floor below shall have members spaced so that a 4 inch diameter sphere cannot pass through. 2�.- 34-38' above Less than nosings ja f 'dia. 111' min. run from nosing to nosing Open risers less than 4' 7 3W max. rise Handrail (see details below) Landing same width as stairs Finished grade Handrail Notes: 1. Handrails shall be continuous on at least one side of stairs with 4 or more risers_ 2_Top of the handrails shall be placed not less than 34 inches nor more than 38 inches above stair nosings. 3. The handgrip portion of handrails shag be not less than 144 inches nor rrom than 2 IA inches in crow section for non circ utar handrads. 4. Handraits shall be placed not Less than 1-1P2 inches from any wall or other surface. 5. Handrails to be returned to wall, post or safety terminal (per 311.5.6-2 IRC) Type III 1 114° - ZIA' max. 1 V4'- 2Gnpable Wall or other surface 1 Ilz" min- Type I Stairway Notes: Openingsfor required 1. Stairways shall be not less than 36" in width_ guards on the sides 2. Stairway rises shall be not greater than 7 314'_ of stair treads shall I Stairway treads shall have a minimum run of 10'. not allow a 4 inch 4. The length of Run and the height of Riser shall not diametersphere to vary more than 318' in the entire run of the stair_ pass through. 5, Stairs are required to be illuminated. 6. Open risers permitted if opening is less than 4'. 7. A nosing not less than 3,14' but not more than 1 1/4' shall be provided on stairways with solid risers, and less than 11°. 8. Composite materials {example-Trex} may require 4 stringers 2�.- 34-38' above Less than nosings ja f 'dia. 111' min. run from nosing to nosing Open risers less than 4' 7 3W max. rise Handrail (see details below) Landing same width as stairs Finished grade Handrail Notes: 1. Handrails shall be continuous on at least one side of stairs with 4 or more risers_ 2_Top of the handrails shall be placed not less than 34 inches nor more than 38 inches above stair nosings. 3. The handgrip portion of handrails shag be not less than 144 inches nor rrom than 2 IA inches in crow section for non circ utar handrads. 4. Handraits shall be placed not Less than 1-1P2 inches from any wall or other surface. 5. Handrails to be returned to wall, post or safety terminal (per 311.5.6-2 IRC) Type III 1 114° - ZIA' max. 1 V4'- 2Gnpable Wall or other surface 1 Ilz" min- Type I . . .................. I Q DECK LAYOUT DIAGRAMS Top view without planks i23lo.S F=MF-e6-6VCV i�-SGJIPE7 WWOOWS ` g" 4--r.0wjep -n rhe /nrST, 4,0.0 urvAf�t bRkS Anvo pa,2 CkoE p zov b,�0 L-0 C4 `T ?On1 0r- n F DECK MOLAJJ THE Em F/ 6 &C y OS C9 ✓C WAVOW 70 6C Top view with planks NOmss THAN -5b " IN kE71[r-� www.fiberondecking.com �doom,6 All rights reserved copyright 02018 DIY Technologies 9 9 e Bottom view with planks _%1«113 X-4, Examiner Dete Ydid+tsr of Permit The issuance of o pernul a approval of mons spegfi"ti Pad conputotia shall not be o permit Jar, or o^ opproval of, ony wabuf to ony of the provisions of the building code or of tmy C ty ordinances. Pennus pr u,Z9 to give owhorky to violate of conte/ the prowsiaes of the &OAS.g codes or other ordinances of rhe city shall not be .,u4d Reviewed for Zoning Compliance by the L ,, City of Wheat Ridge Planning Division APPROVED 0y: DATE: COMMENTS - 10 00 33 ('r -N L-) I - )191-. 1 xu cl C -j I SIJ j � a Reviewed for Zoning Compliant by the City of Wheat Ridge Planning Di ision r f V �� j t �! J�{ • � APPROVE® f t r a DATE: — I' `I — — `` \ CAA� COMMENTS:a. r _ Wll 1 the T1, J rl lo f a`v;j a e.T 7 J J 1•l a 7,, I i "t ..... ..-• _ _.�j----- - _ � \ , .. ? i,��`�� -. i., r��;rit;���'—3J4tir �, f .(+� i . �'�Jf�l{�.t� ,,�'-�•}<�- '�..- 1 , . �iy� jfSj� � . .J__' �'-f. 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D ��J�� ..... 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: Job Address: Permit Number: P'No one available for inspectio�Y;T'me/`�` AM/PM Re -Inspection required: Yes (No *When corrections have been made, call for re -inspection at 303-234-5933 Date: r J p Ins ector: DO NOT REMOVE THIS NOTICE A City of Wheat Ridge Residential Roofing PERMIT - 201701620 PERMIT NO: 201701620 ISSUED: 06/06/2017 JOB ADDRESS: 3825 Depew ST EXPIRES: 06/06/2018 JOB DESCRIPTION: Permit for a re -roof: Remove existing material to the deck, install 28 Squares OC Duration lifetime shingle *** CONTACTS *** OWNER (303)570-5171 CARPENTER ROSS SUB (303)246-9769 Alex Burker 160163 Altitude Contracting *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, OLI BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 8,660.00 FEES Total Valuation 0.00 X' Use Tax 181.86 _ Permit Fee 188.45 ** TOTAL ** 370.31 r *** 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 A1/2 -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&#39;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. City of Wheat Ridge y Residential Roofing PERMIT - 201701620 PERMIT NO: 201701620 ISSUED: JOB ADDRESS: 3825 Depew ST EXPIRES: JOB DESCRIPTION: Permit for a re -roof: Remove existing material Squares OC Duration lifetime shingle 06/06/2017 06/06/2018 to the deck, install 28 I, by my si nature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable �ilding codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the 1 al owner of the properReper nd am authorized to obtain this permit and perform the work described and approved in conjunction with this p milt. I further attest that Ilegally authorized to include all entities named within this document as parties to the work to be per ed and that all work/to, formed is disclosed in this document and/or its' accompanying approved plans and specifications. A— i ' nature of OWNER or ONTRACTOR (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 originalermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees 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 required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. A l oofewor�k,iss'ubjN t 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. City of OM/h6at i e- MMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 29" Ave., Wheat Ridge, CO 80033 - — Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permitsCo)ci.wheatridoe.co.us FOR OFFICE USE ONLY Date: Planmennit # Z'o ) 'I Q)( ?- Plan Review Fee: Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 56zs U 1 Property Owner (please print): �— d< Ccs �f P J �V Phone:�5 20 -) 71 Property Owner Email: Mailing Address: (if different than property address) Address , State, Zip: Architect/Engineer: Architect/Engineer E-mail: Contractor: /-I / TI 1KI�' ral Phone: Contractors City License #: Phone:- 1 l Contractor E-mail Address: A �v-,( Z1 C�� �-,I,K � , � _ (_ �, �,✓l Sub Contractors: Electrical: W.R. City License # Other City Licensed Sub: City License # Plumbing: W.R. City License # Other City Licensed Sub: City License # Mechanical: W.R. City License # Complete all information on BOTH sides of this form ❑ COMMERCIAL ❑ RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ OTHER (Describe) (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used. etc.) Ke,_ 06 r 2 o C_ Sq. Ft./LF Btu's Gallons Amps Squares l G Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLE ONE: (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) PRINT NAME: ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS. Reviewer: PUBLIC WORKS COMMENTS: Reviewer: SIGNATURE: PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required Sanitation District ❑ Received ❑ Not Required DEPARTMENT USE ONLY DATE: OCCUPANCY CLASSIFICATION: TYPE OF CONSTRUCTION SPRINKLERED: OCCUPANT LOAD: Building Division Valuation: $ K,?- l F / C- P ?--C) 1 --1 f.. ➢ t �'i _--) INSPEd+�6I RECORD Occupancy/Type Inspector Initials Comments INSPECTION REQUEST LINE: (303) 234-5933 Floodplain Inspection (if applicable) Inspections will not be performed unless this card is posted on the project site. Final Electrical 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 Lath /Wall Tie Pier Final Building Rough Electric Concrete Encased Ground (CEG) Rough Plumbing/Gas Line Foundation / P.E. Letter Rough Mechanical Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground/Slab Inspections Date Inspector Comments Initials Electrical Sewer Service Plumbing Do Not Cover Underground or Below/In-Slab Work Prior To Approval Of The Above Inspections Rough Inspections Date Inspector Initials Comments Wall Sheathing Floodplain Inspection (if applicable) Fire Inspection / Fire Protection Dist. Final Electrical Mid -Roof Final Plumbing Final Mechanical Roof Lath /Wall Tie Final Window/Doors Final Building Rough Electric 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. 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 / Public Works Dept. Floodplain Inspection (if applicable) Fire Inspection / 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 - Please be sure that rough inspections are completed from the Fire District and electrical low voltage by the Building Division. "For Inspection Time Window - Please email inSptimerequest@ci.Wheetridge.CO.US by 8:00A.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 - 201701620 PERMIT NO: 201701620 ISSUED: 06/06/2017 JOB ADDRESS: 3825 Depew ST EXPIRES: 06/06/2018 JOB DESCRIPTION: Permit for a re-roof: Remove existing material to the deck, install 28 Squares OC Duration lifetime shingle *** CONTACTS *** OWNER (303)570-5171 CARPENTER ROSS SUB (303)246-9769 Alex Burker 160163 Altitude Contracting *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, OLI BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 8,660.00 FEES Total Valuation 0.00 Use Tax 181.86 Permit Fee 188.45 ** TOTAL ** 370.31 *** 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 &1/2-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€lls 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&#39;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. _ iRx 4 CITY OF WHEAT RIDGE {� Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax �' P INSPECTION NOTICE Inspection Type: M i 7 Job Address: 3'R4 PN w J Permit Number: l G a O �?r eoue P ❑ No one available for inspection: Time 5 AM/PM Re -Inspection required: Yes No *When corrections have been made, caff for re -inspection at 303-234-5933 r Date: ? ' Inspector: DO NOT REMOVE THIS N ICE a am J I I I 1 1 1 i I i I F I 9MUMMMIM • M MOMM-5171M MME��� Address: Architect/Engineer E-mail: Phone: ___M M M Mechanicah WK City Ucense Complete all itiformation on BOTH sides of this form Amps Squares am I Project Value; (Contract value or the, cost of M�11 materials and labor included in the S_rft project) $..i.L X , .— I ERLNI NAMY.- PUJOI MW ' feZ,/]2ee - dt7 ? ' ON MMMw PR20_F ( MI&JIgN EgfiM )F AUL_ Fire Department Received Not ReqUired water District Received 0 Not Required Sanitation District Reoeiveo [] Not Required Building Division Valuation: NO Of (OWNER) (CONMICTOR) COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - (303-234-5933) CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Building Permit Number: 16934 Date: 4/12/2004 Property Owner: K. GILBERT Property Address: 3825 DEPEW ST Contractor License No, : 20086 Company: DAY AND NIGHT EMERGENCY SERV Phone: 428-6531 Phone: 972-4270 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate: that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED ~~ ii:::<L.f...--.-- DATE '{Wid )C Total: $1.878,21 $86,13 $0.00 $22.54 $108.67 Construction Value: Permit Fee: Plan Review Fee: Use Tax: Use: Description: REPLACE FURNACE. 115,000 BTU BUILDING DEPARTMENT USE ONLY ~.gl.DlmUil Approval: Zoning: ~~ SIC: Sq. Ft.: Approval: Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : 20086 Company: DAY AND NIGHT EMERGENCY SERV Expiration Date: 912/2004 Approval: OK/KS Expiration Date: Approval: Expiration Date: Approval: (1) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector twenty.four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the job. (6) The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. City 0/ UJlu.at Pd,,, Chief Building Inspector Please sign Terms and Conditions on reverse side of page. DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) APPUCATION K,~' :387-.1' If)~~, ./~ ~4' a-P r..~ t~ ..t. . . .~ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Building Permit Number: Date: <(-I:J ,.". Property Owner: Property Address: Contractor License No,: Company: .IL. ../ ~ "!'!ione: ~ ,,~-.., J..tI-(l.r$/ Phone: 5~;S - 9 7,), ,y ~7'o r hearby certify that the setback distances proposed by this pennit 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 measuremen:ts shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this applications and that I assume fun responsibility for compliance with the Wheat Ridge Building Code (U.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit ",.m=^~v'oIIRACTOR):SlGNED t~~~ DATB~' Y Construction Value: Permit Fee: Plan Review Fee: TTQp T~v. Total: '87&" "J..( Description: ~j-~ I r.J' ~ D () 674 J BUILDING DEPARTMENT USE ONLY g~iim~(j_~w Approval: Zoning: SIC: Sq.Ft: illlll.wij~~iiij~ijiil Approval: ................................................................ ................................................ lilWll:it1tlit~~!tMil!lIi~ill$: Approval: Occupancy: Walls: Roof: Stories: Residential Uuits: Electrical License No: Company: Plumbing License No: Company: Mechanical License No: Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: (I) This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zonir.g Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year, If changes have been or if suspension or abandonment exceeds one (I)Yl'lar, full fees shall be paid for anew permit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall notifY the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. (6) The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. Chief Building Inspector DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Building Permit Number: Date: 13919 5/24/02 Property Owner: KIM GILBERT Property Address: 3825 DEPEW ST Contractor License No. : 19814 Company: Westside Heating and Air Conditioning Inc Phone: 420-653? Phone: 469-4507 Construction Value: Permit Fee: Plan Review Fee: Use Tax: OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. Total: $2,300.00 $83.25 $0.00 $27.60 $110.85 (OWNER)(CONTRACTOR) SIGNED DATE Use: Description: INSTALL NEW 3 TON AlC ~Z1~JJ BUILDING DEPARTMENT USE ONLY -- Approval: Zoning: SIC: Sq. Ft. . ...... Approval: Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No : 20724 Company :WESTCO ELECTRIC, INC. Expiration Date: 2128/03 Approval: OKlKS Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date: Approval: (4) (5) (6) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required. provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. No wor\< of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the job. The is.F1SU of a permi r the approval of drawings and specifications shail not be construed to be a permit for, nor an approval of, any viola\ion of the proYls. 0 the .. des or any other ordinance, law, rule or regulation. , ~ J:.',/ _ Chief Building IrMJector (1) (2) (3) /' ~ t/ t;!/ DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) AEPLIC.ALlDN Ki(\'\Q,~e.T S'i);),5 Dept'c0 Sf 19~IY Company LUes TSld~ J..lC=<\(;rJ<;\. iA/cJ..>Vc OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Building Permit Number: Date: 5-d-. Cj-O.:l Property Owner: Property Address: Contractor License No. : Phone: 363 -4d.O - 1.,53 Phone 3 () 3, L{. (,q- L/5 0 '7 1 hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rutes 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! have read and agree to abide by all conditions printed on this application. and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all otheJ applicable W eat Ridge ordj~ances, for work under this permit. Construction Value: c:, (j a.i a,-~O(\ - '~3 Permit Fee: Use Tax: o-'l,to~ 110, gs (OWNER)(CONTRACTOR) SIGNED Total: DATE 5,;l.o-()).. Use: Description T ~ S' T f\ LL tJ e. uJ 3 16 ,J BUILDING DEPARTMENT USE ONLY ~Q!1tnJW;l;mfm:!'~ SIC: Sq. Ft. : Approval: Zoning: tm.!l-l!ll:!m!:'Ulmm:~Y.Y>;1 Approval: !mP.!i9il!Y~l!II;!Pmm~ Approval: Occupancy: Walls: Roof: Stories: Residential Units. Electrical License No: 53 g J., Company WesTCc) ELt'c Tt'..tc Expiration Date: ~ Approval: Plumbing License No : Company: Mechanical License No: I 9~ 1'-/ '+ /lIe Company: Wes/:5ide )je'<('';~ Expiration Date: Approval: Expiration Date: Approval: (1) (2) 13) This permit was issued in accordance with the provisions set forth in yopur application and IS sublect 10 the laws of the State of Colorado and 10 the Zoning Regulations and BUlldln~ Code of Wheat Ridge, Colorado or any other applicable ordinances of the CIty. This permIt shall expire If (A) the work authonzed is not commenced WIthin sixty (50) days from Issue date or (B) the building authorized is suspended or abandoned for a periOd of 120 days. If thiS permit expires, a new permll may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, fuil fees shall be paid for a new permit. No work of any manner shall.be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the BUilding Inspector twenty-tour (24) hours in advance for all Inspections and shall receive written approval on inspection card before proceediing with successive phases of the job. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinan~, law, rule or regulation. (4) (5) 16) Chief Building Inspector