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6415 W. 45th Place
A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number: .-I. ❑ No one available for inspection: Time 90 1 7) AIM/PM Re -Inspection required: Yes _No When corrections have been made, call for re -inspection at 303-234-5933 Date: , <�` Inspector: ��----� DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE _:�9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax _INSPECTION NOTICE Inspection Type: Job Address: s ! 4'. +-h ! Permit Number: ❑ No one available for inspection: AM/. M Re -Inspection required: Yes-. No =1` t When corrections have been made, call for re -inspection at 303-234-5933 Date: Inspector: ^---� DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 7 e!5 Job Address: & Permit Number:��1 L) No one available for inspection':: Tim AM M Re -Inspection required: Yes/' -No When corrections have been made, call for re -inspection at 303-234-5933 Date:" % PInspector: d 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: JobAddress: Permit Number:i �_ ❑ No one available for inspection; -Time ( fit' AM/PIVD Re -Inspection required: YeNo When corrections have been made, call for re -inspection at 303-234-5933 Date:? k)" Inspector:-- , r DO NOT REMOVE THIS NOTICE PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge Residential Detached Garage PERMIT - 201901322 201901322 6415 W 45th Pl Residential detached garage. Square feet: 460 ISSUED: 07/22/2019 EXPIRES: 07/21/2020 *** CONTACTS *** OWNER (303)330-8162 LAMOREAUX KARY L SUB (303)289-8620 SEAN SANT 022249 A -SHED USA *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 22,000.00 FEES Total Valuation 0.00 Plan Review Fee 256.43 Use Tax 462.00 Permit Fee 394.50 ** TOTAL ** 1,112.93 *** COMMENTS *** *** CONDITIONS *** Landscaping removed or damaged during construction must be replaced prior to final inspection. New driveway may only connect to existing driveway. A new curb cut to the street is not permitted. PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge Residential Detached Garage PERMIT - 201901322 201901322 6415 W 45th Pl Residential detached garage. Square feet: 460 ISSUED: 07/22/2019 EXPIRES: 07/21/2020 I, by my signature, do hereby attest that the work to be performed shall comply with all accompanyingg 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 thisyermrt. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be perfo`rrm--end is disclosed in this document and/or its' accompanying approved plans and specifications. Lt=� srf Signature of OWNER or ��tein (Circle one) Date 1. This permit was issued basrmation providedin 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. Thispermit 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 and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The 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 shallof be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or any or nce or regulaf ign of this jurisdiction. Approval of work is subject to f eld inspection. Signature of Chief Building Official I Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City Wh6atl� c CCiMF4'IUM ry DrvFl.0i'M[-Nf i X77 Building & Inspection Services 7500 W. 291' Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permitst_a"�.ci.wheatridge.co.us FOR OFFICE USE ONLY Date: 61 / h 69/ % Plan/Permit #� 40l Plan Review Fee: Building Permit Application * Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: �0 41 � �A, . '"t \ \ C c r Owner Property Owner Email (_ r Tenant Name (Commercial Projects Only) i—CA_ Y\"\ C3 Ir C' C- `' 'X. Phone: Property Owner Mailing Address: (if different than property address) Address: City, State, Zip: Architect/Engineer: Architect/Engineer E-mail: c� 61`\'� +,J A . C Phone: `5(`- t -11 Contractor Name: 5\r\e 0 UM City of Wheat Ridge License #: U Qaa`' c) Phone: 'Ik'3 9-" -S b) O Contractor E-mail Address: )S,gyct�—$%1 �rr�; K�nSC' For Plan Review Questions & Comments (please print): � 3� � _ ioZ J4 -x CONTACT NAME tease print): l`Q_� e_l .e 1 t Phone: �� jib �� Ce `( (p p ) �1i CONTACT EMAIL(p/ease print): \< Q,r S c, a - ��A• C- .r~ Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all highlightedfie s, if applicable. ❑COMMERCIAL RESIDENTIAL Provide description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition; appliance size and efficiency, type and amount of materials to be used, etc. v ca `k '( --(- ^e C� r� x23 1v 11•� c��j G�c I1 L �JY C n Sq. Ft./LF BTUs Gallons Amps Squares For Solar: KW # of Panels Requires Structural For Commercial Projects Only: Occupancy Type: Construction Type: _ Occupancy Load: Square Footage: Project Value: (Contract value or the cost of all materials and labor included in the entire project) C)60 OWNEWCONTRACTOR 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 ONY (OWNER �ONTPZACTORor (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): DATE: di I Printed Name: ,`0— S t C DEPARTMENT USE ONLY ZONINGCOMMMENTS: TJ"�ol •p Z+ t�Y+F I w S�A�+ +f Reviewer: G (2a' / lei BUILDING DE PA jNT OMM TS: Reviewer: vd ,,���• ha PUBLIC WORKS COMMENTS: Reviewer: OCCUPANCY CLASSIFICATION: V CONSTRUCTION TYPE: V& Building Division Valuation: (1&1000 �Gry I--,- C, rv--,6 feGvX LJLJ� °��•� �\ �k�L j � ' '3� City or `� W heat idge COMMUNI IY DIVI Lc )PMI N f APPROVED Revie or Code Compliance 9VIA J1,14 1 m 14 vv_ 3t'4zg/ Plan min a e i-�-�—moi WINdit of mmk: The Issuance atop~ or wproww qjw% Spet'7 WW COmputobow shCW not be or 4 opprovd % 0 0, Ow of the prowsibm of the 9fn�or of arty dtp ad�Aohoes preswmv to vw outhoruy to e l the proviswu of the cftW or ~ ordinomn of the Vfv s#WJ not be vaM tail a -y, 3a� 6 Pe'. t V 0V , iy \. vZ cQ E o. a w 40 p cc0 C6 0. a#Zol9 a /.3021 1� QW t a -y, 3a� 6 Pe'. t V 0V , iy \. vZ cQ E o. a w 40 p cc0 C6 0. a#Zol9 a /.3021 N N M f r r, E 1 N N M WHERE NEW FNDTN MEETS EXIST., DOWEL ALL BARS 6' INTO EXIST. Eats TRUSS 2-44- PROVIDE MIN OF 1:300 SQUARE INCHES / UPRIGHTS O 24' k.0. OF ROOF AREA VENTILATION —r-F D SIMPSON HTT4 30-YEAR ARCHITECTURAL COMPOSITION SHINGLES . $.N 0. PLATE FOi FOUNDATION STRAP JG-STYLE METAL FLASHING = ! e + SEE DETAIL 7/16` (NOM.} OS.B. X ENTIRE PERIMETER �`•� o FASTEN W/ 8d WINS NAIL GABLE V O • n SMNPSON HTT4 O 6' O.C. TRUSS TO TOP FOUNDATION STRAP PER ENOWALL REQUIREMENTS NAE SHEATHING TO DBL ; • -0' TOP PL END WAIT RE -O' n . n i Irv. Tm. ROLL—LIP DOORS OVE DOUBLE TOP PLATE HEADER ABGARAGE (1) 16o7o INTERLOCK O CORNERS DOOR (SEE SCHEDULE) STUD WALLS ci (SEE SCHEDULE] t'X4' TRIM 3/8` SMART PAHEI o LA OUTPER OU NMATON C DETAA., TYP. U.O.N. DOUBLE TRIM Selo - OR a, O.S. B. - T.a sw AND SINq.E KINKING STUD NAILTSTLIDS WITH w Z 1 c0 6" O.C. (TYP.) Q Z EXCEPT WHERE < Ljj TOM SPACING IS Q' REQUIRED, SEE Q SCHEME 0 d d (f) STUDS LLJ Z= O (SEE SCHEDULE) ASOLE PLATE- FOUNDATION STRAPSIMPSON HIT4 XTED END WALL DETAIL o�:� < FOUWATKIN- RE DETAIL � i X5533 `Z N.T.S. u FSIMPSON OUNDATION STRAP NOTE: FOR ENDWALL WITHOUT DOOR. SET: ENDMI NAILING SCHEDULE �p 06/25/2015 j Q � O BOTH 16'-0' GARAGE DOOR AND 3'-0" DOOR ARE ONLY D*rr' rr ,�� AVAILABLE ON GARAGES WITH A WIDTH OF GREATER THAN 24` �s r`r.s.rr� U I U) WIDTH (VARIES) S/ NAL "Ovo + < Z) d O 3-O' X 6'-8 2'-0- (MSL) �u� JJ > LENGTH (20 0` To 50'41 ORIENTED STRw BOARD Ose) WIND LOADING CRITERIA: 140 MPH (3-SEC GUST) - EXPOSURE C � LJ t! R167/'6 ( DESIGN SCHEDULE v=) _ ,--� FOUNDATION PLAN 1. LIVE LOADS PER SCHEDULE 1 I 2. ALL CONSTRUCTION TO BE PER 2QiZj$� N.T.S. NOTE: AT EXIST. CONC. WALLS, USE RETROFIT LONG DIM. PERPENDICULAR TO TRUSSES UNLESS OTHERWISE NOTED. �L � Q i _ I U FOUNEATKIN ANCHORAGE SIMPSON HTT4 W/ %- DLA FOR LL > 63 PSF 0 24" SPAN 3. WOOD FRAMING BUILDING ADDRESS � 41 � �% : � S \ Yrc< � E'" .� z ALL-THRD EIUfDDED 5' (MIN.) INTO CONC. AND SET USE 5/8' O.S.B. WITH 8d 0 6' B, ALL FRAMING MEMBERS SHALL � � �� J W/ SIMPSON S.E.T. EPDXY, TI 4 HEM-FIR STUD GRADE OR BETTER WITH THE tl l�¢ �� t. �+ `6CCJ 33 w Of FOLLOWING DESIGN VALUES (U.O.N.) Fb- 650 PSI Ft- 400 P&1 BUILDING SIZE: o GABLE END TRUSS o.S_BROOF MISSES T TYPE A OR B Fw 9PS1 - PROVIDE 2%4 PLATE BRACING TO S► E Fc= 1.400.000 PSI LENGTH: 900 0 P51 PARJILLEL WIDTH: - 2_3 = TOP CHORD OF TRUSS O 8'-0" O.0 C. ROOF SHE/UHING SNU111 BE PER ii DOWN TO MALI PLATE AND TRUSS 27X4 BLOCKSCHEDULE STAGGER LAYOUT (APA COND. 1} HEIGHT: l0 r 12' SIDEWALL (MAX.) C AT EACH END TYR T e R TRUSSES o. EXTERIOR WALL SHEATHING SHAL BE OVERALL BUILDING HEIGHT:WALLS SMART PANEL" FASTENED TO FRAMING PER DOUBLE 2'X4' TOP PLATE SLE ROOF k WALL SHEATHING ROOF SNOW LOAD: 1,� INTERLOCK AT CORNERS NAILING E. NAMING SCHffDLU: PROVIDE SWPSON H3 HURRICANE 2X STUDS JEADER ABOVE STUD TO TOP PLATE 2-16d CUP (1) EA END OF EA. TRUSS (SEE 1 4' MP43 ]DOOR & WINDOWS (OE` STUD TO SIL PLATE 2-16d TO END DESIGN WIND SPEED (3- UST}: O m DBL PLATE SPLICE 16d AT 16' 110 15 120 130 140 MPH N G T DOOR DBL HEADER 16d AT 16" (TWO L'.: Tx1N 3/8' WARM PANEL ROWS) WIND EXPOSURE CATEGORY: A B C D W 7. Ittu - NAI. TO STNS o HEADER TO STUD 6-8d - - - w Z (,r 3'-T E�HDR WITH 8d COMMON 4, ROOFING SEISMIC DESIGN CATEGORY. A B D1 D2 E NMS O 6' O.C. A CLASS A FIBERGLASS SHINGLES .12 NEDLAE} C. 1i PEBG METALFLAROOFING SHINGAND ORIS EDGES ROOF PITCH: REQUIRED, ALL GENERALSIDES.SOIL BEARING CAPACITY: 1500 PSF (ASSUMED) ca.c,qt—rl— RE: FouNnACTIONM*m S. SIDE WALL DETAIL TO � STANDARDS. SH,4L PROTECT DETAIL SHEET REQUIRED: SHEET 2 OF 2 � ?oE1AK ~ N.T.S. ALL ADJACENT PROPERTY, STRUCTURES. STREETS,�BOLT urauT S. IL ERC' IS RESPONSIBLE FOR SAFETY OF4tgtEs: BUDDING DURING CONSTRUCTION. PROVIDE ALL1 . FRAMING CONDITIONS SHOWN SIGNI1ChH(ILY FROM THAT SHOWN�F EIt STRTHE ELEVATION ARE FOR STANDARD WAGE CONSTRUCTION UCTr EF1pN FOR AND Mor vARY SLIG1RRr. I ACTt14l uYOUT vARES� REGUuNG AAS R€QUIRED AND PER NOTE t NOT SET DURING CONCRETE PLACEMENT, USE I" DWX 1" RAMSET/REDHEAD TRUBOLT WEDGE ANCHORS (5' MIN. EMBDMNT) AT 32' O.C. DONOT IN WE6GE-HORS UNTIL AYS (MIN.) AFTER _. CO ETE PLACEMENT. AGENCY CERTIFIED 7/16' O.S.B. - FASTEN TO TRUSS PER ROOF NAILING REQUIREMENTS. PSI 183 CERTIFIED ROOF TRUSS ATTACH TRUSS TO TOP PLATE WiTH SIMPSON H3 HURRICANE TiES 2x NOMINAL BLOCKING BTWN TRUSSES FASTEN SHEATHING TO BLOCKING PER ROOF NAILING REQUIREMENTS (BOUNDARY CONDITION) FASTEN BLOCKING TO TOP PLATE W/ (4)-10d T.N. DOUBLE TOP PLATE STUDS - SEE SCHEDULE 3/8' SMART PANEL - NAIL TO STUDS WITH 8d COMMON NAILS 0 6' O.C. 2"x4" SOLE PLATE- PRESSURE TREATED WOOD WITH 1/2- DiA. X 10" 0 32' o.c. ANCHOR BOLTS (U.N.O.) OR EQUIVALENT DRILLED ANCHORS (SEE NOTE f) - MINIMUM TWO PER PIECE AND END BOLTS WITHIN 12" OF END OF SOLE PLATES. • - , ; , PROVIDE 3'X3-Xti' PLATE R TYPE WASHERS AT EA. BOLT. + CLEAR sol. 6' tSWED GRADE `n OR STRIJIMPAL FILL �`- #4 BARS CONT 0 18' o.c. ' s" - 12' HORIZ (W/ CORNER BARS) (VWITH JURISDICTION) 2500 PSI COMPRESSIVE HE NO, 2 2X4 0 16' O.C. STRENGTH CONCRETE TYPICAL ALL SECTION HHF STM GR. 20 0 12' O.C. 90 PSF VERIFY FROST DEPTH REQUIREMENTS WITH LOCAL JURISDICTION 2x4 SOLE PLATE - PRESSURE TREATED WITH 1/2'0xlO" J -BOLTS w/ 7' EMBEDMENT 0 32" O.C. - MIN. (2) BOLTS PER PIECE AND END BOLTS WITHIN 12' OF END OF PLATE. PROVIDE 3'X3'Xj" PLATE WASHERS AT EA BOLT. SEE NOTE AT DETAIL 1 __-.-7-(2) #4 BAR HORIZONTAL (SEE NOTE 2.) 2:1mOr�I�!s-Xi ' 10' x 20' FOOTING w/ (2)14 BARS LONGITUDINAL AND AND J4 DOWELS 0 24' O.C. t. NOTE 2: WHERE FOUNDATION WALL EXCEEDS 24" TALL, PROVIDE #4 HORIZONTAL BARS 0 18" O.C. ALTERNATE E001ING DETAIL VERIFY FROST DEPTH REQUIREMENTS WITH LOCAL JURISDICTION STUD WALL SCHEDUt_F - ROOF DFAD t_OAD NOT TO EXCFFt1 15 PSF WALL HEIGHT DES" SNOW LOAD R TYPE ESIGN WIND DMPH LT 115 MPH 120 1 130 MPH t4Q NPH 8'-0' 30 PSF HE NO. 2 20 0 16' O.C. HE STUD GR. 20 0 16' O.C. 2X4 0 12' O.C. 40 PSF HE NO. 2 2X4 0 16' Q.C. W STUD GR. 2X4 0 16' O.C. I 2X4 0 12' D.C` 50 PSF HE NO, 2 2X4 0 16' O.C. W STW GR. 2X4 0 i6' O.C. 4 O 12` O.C. 64 PSF W NO. 2 20 0 16. O.C. HHF STM GR. 20 0 12' O.C. 90 PSF HE NO. 2 2X4 0 12 D.C. W MUD GR. 20 0 12' O.0 2X6 0 16' O.C. 120 PSF FE NO. 2 2X4 0 12' O.C. I 2X6 0 i6' D.C. HE STUD GR. I 2X6 0 16' O.C. 10'-0' 30 PSF. HE NO. 2 2X4 0 16' O.C. 1 20 0 i ' O.C. 2Xfi O 16' O.C. HF' STUD GR. 20 0 12' OX.B 16' .G. PSF6 WNO. 2 2X4 0 12" O.C. 2X40 0 16 O.C. HF STUD GR. 2X4 0 12' O.C. 1 2x6 0 16* O.C. 50 PSH. HHf NO. 2 2X4 0 12' O.C. I 2X6 0 16' O.C. FE STUD GR, ZX6 0 16' O.C. 60 PSF HF NO. 2 2X4 O 12` O.C. 2X6 0 i6' O.C. FF STUD lYt 6 0 16' O.C. 90 PSF W NO. z 1 2X6 0 16' O.C. HHF STUD GR. 2X6 0 161 D.C. 120 PSF. W NO. 2 2X6 0 16' O.C. HF STUD GR. 2X6 0 16. O.C. 12'-0. 30 PSF OF NO. 2 2X4 0 12' O.C. 2X6 0 16' O.C. HF STUD GR. 2X6 0 16' O.C. 40 PSF OF N0. 2 2X4 O 12' O.C. 1 2X6 0 16 D.C. HF HHF STUD GR. 2X6 0 16` D.C. 50 PSF. HF NO. 2 2X6 0 i6' O.C. W STUD GR. 2X6 0 16' D.C. 60 PSF HE 40. 2 2X6 0 16' O.C. HF STUD GR. 2X6 0 16' O.C. I 2X6 0 12' O.C. 90 PSF HF NO. 2 2X6 0 16' O.C. W STUD GR. I 2X6 0 16' f ZX6 0 12' O.C. 120 PSF HE N0. 2 2X6 0 16' O.C. !# STUD GRH. 2X6 0 12' O.C. (i) WIND SPEED OPTIONS SHOWN ARE 3 -SEC GAISTS AND ARE MO ON EXPOSURE CATEGORY 'C' HEADER SCHEDULE - ROOF DEAD LOAD NOT TO FXCFFD 15 PSF isiyluiy��'�7.^71:i:'7:i.'i.`n11t::';:+�IJIiftl'-afl_T.'3'.'/_�i[] ENDWALL FRAMING/NAILING SCHEDULE THIS TABLE ATTEMPTS TO ADDRESS GARAGES OF VARIOUS CONFIGURATIONS AND SIZES BLIT CANNOT COVER ALL EXPECTED SITUATIONS. • iN ALL CASES, THE WTH' IS THE DVEIlAl DIMENSION WiTH THE MAIN GARAGE DOOR. FOR VARIOUS WIDTHS, THE ma" NtUMBER AND SIZES OF OPENINGS IS SHOWN ALONG WITH THE MINIMUM LENGTHS OF 9" PANELS BETWEEN OPENINGS IN SEISMIC DESIGN CATEGORIES D OR E, AND T15MPH OR HIGHER WILD ZONES, FOt1NDATION FHOLDOWM STRAPS (STHHDI4) ARE REQUIRED ON EACH J" OF EACH OPENING, AS SHOWN ON THE FOUNDATION PLAN. • THE FOLLOWING SRUATiONS MAY REQUIRE MORE DETAILED INVESTIGATION FROM THE ENGINEER- ) CONFiglRAiIONS WiTH MORE OPENINGS OR SHORTER PANELS THAN WRIT IS SHOWN FERE. 2) WHERE THE OVERALL TABULATED LENGTH FOR A GIVEN R DING WIDTH IS LESS THAN THE PROPOSED LENGTH FOR A NEW GARAGE. OVERALL DIMENSIONS SHEAR PANEL DlME)a NS MAX. MAX. FRONT OR REAR WALL SIDE OR REAR WALLS WIDTM LENGTH tRIGFfTRRAGE GARAGE O� GAOORStiARO SHEAR DOOR DOOR DOOR PANELPANEL R.O. R.Q. R0. WIDTH NAILING MAI(. MAN DOOR WINDOW SHEAR PANEL WIDTH SHEAR PANEL NAILING 20'-0• 8'-0' 10'-0'- - 1'-0' Bd 0 2' D.C. S`-0' S'-0' 12'-0' 8d 0 fi' O.0 1�+��Fi1� ��fiy�Z1• 2'-D' 24'-0' %� 3'-0' ffiffAyMEEMM-Umplif 12'-0' 8d 0 6' 0. mMOTiFm-mmTMIMOM 14'-0' 28'-0' NINFOMMEM`3 IM l+riimfl*�'.t"I•ENTITmorasi-mmreit 12'-0' 8d 0 6' O.0 i'%'•w9wi.1 16'-0' �io w is"iOW 8'-0' 12'-0' - - 2'-0' 8d 0 3' O.C. 3'-0' S'-0' i2' -D' Sd 0 6' O.0 10'-0' 10'-0' - - 3'-0' 8d 0 3' O.C. 36'-0' 8'-0' 14'-0' - - 2'-0` 8d 0 3` O.C. 3'-0' 5`-0` i2'-0' Bd O 6' QC 10'-0' 12'-0' - - 2'-8' 8d 0 3' D.C. 20'-0` 40'-0' 8'-0' i6'-0' - - 2'-0' 8d O 2' O.C. 3'-0' 5'-0' 12'-0' Sd 0 6' O.0 V -O* i5'-0' - - 2'-6' 8d 0 3' O.C. 12'-0• 14'-0' - - 3'-0' 8d 0 3' Q.C. 22'-0' 44'-0' 8'-0' 16'-0' - - 2'-0` Bd 0 2' O.C. 3'-0' 5'-0' 12'-0' 8d O 6' D.0 10'-0' i6'-0' - - 2'-6' 8d 0 2' O.C. 12'-0' 16'-0' - - 3'-0' 8d 0 2' O.C. 24'-0' 48'-0. 81-0' i6'-0' - - 2'-0' 8d 0 2' O.C. 3'-0' 5'-0' 12'-0' 8d 0 6' O. 10'-0" 16'-0` - - 2'-6' 8d 0 2' O.C. 12'-0' 16'-0' - - 3-01 8d 0 2' O.C. 26'-0` 50'-0' '' 16'-0' - 3'-0' 3'-0' 8d 0 2' D.C. X-0' 5'-0- ff��EL'TIIi��'�if3�C1�Ir8�.`�+ 8d 0 6' O.0 R-02'10' ' t6'-0' - 3'-0' 3'-0' 8d 0 21 D.C. 16'-0' - - 3'-T 8d 0 2' D.C. Iatc>r`�rr�i�#i�®ii�c►�ia'i���� 50'-0' 8'-0' i6'-0' - 3'-0' 3'-0' 8d 0 2' O.C. 3'-0' 5'-0' 12'-0' 8d 0 6' D.0 IW -O' 16'-0' - S -T 3'-0' 8d O 2' O.C. 12'-0' 16'-0' - 3'4' Y -O' 8d 0 2' O.C. srs><.�ia�c>Is.'ii�ra>I�rsl!i7�r+�rei�rit�r��t�r�,�raltlt�tr���®���� 50'-0' 10'-0` 16'-01 - 3'-0' 3'-0' 8d 0 2' O.C. 3'-0' 5'-0' i2'-0' 8d 0 6' O.0 2'-0' 16'-0' - 3'-0' Y-8' 8d 0 2' O.C. -0` -0. t0'-0` 16'-0' - 3'-0' 3'-0' Bd 0 2' O.C. 12'-01 16'-0` - 3'-0' 3'-8' 8d 0 2' O.C. 3 -0' 5'-0' mr�ItrsrrarsMr�Er�T�r+�Ir�Itri[�urli�IaiEW�m[r�r�ml<>�%ii�ICa�aEr�m Sd 0 6' O.0 34'-0' S0'-010'-0' - 3'-0' 3'-0' 8d 0 2' O.C. 3'-0' 5'-0' 12'-0' Bd 0 6' O.0 2 -0' 16'-0' - 3'-0' 3'-S* 8d 0 2' O.C. 36 -0' - 0 . 10'-0' 16'-0' 8'-0' - 4'-0' 8d O 2' D.C. 14��i[�t[C+l[E3@tiliS[FS 5 -0` 12'-0' Hid 0 6' O.0 12'-0' 16'-0' 8'-0' - 4'-0' Bd 0 2' Q.C. 1�ifii3l@I�![�3[9=i3 50'-0. 0' 0' 16'-0' 12'-0' - S-4' 8d 0 2' O.C. 3 -0' 5'-0' 12'-0' t13:�3`ii�l�[� f� i ,, _. R�;>t[�'�It�1�---' S0'-0' . ` r�tu�lz�i�'ila�.�M1����i�:��i S'-0' 12'-D' 8d 0 6' 0. t2'-0- 16'-0' 12'-0' - 4'-0` Bd 0 ��s�r��ssr�i ■■��a�■�� isiyluiy��'�7.^71:i:'7:i.'i.`n11t::';:+�IJIiftl'-afl_T.'3'.'/_�i[] ENDWALL FRAMING/NAILING SCHEDULE THIS TABLE ATTEMPTS TO ADDRESS GARAGES OF VARIOUS CONFIGURATIONS AND SIZES BLIT CANNOT COVER ALL EXPECTED SITUATIONS. • iN ALL CASES, THE WTH' IS THE DVEIlAl DIMENSION WiTH THE MAIN GARAGE DOOR. FOR VARIOUS WIDTHS, THE ma" NtUMBER AND SIZES OF OPENINGS IS SHOWN ALONG WITH THE MINIMUM LENGTHS OF 9" PANELS BETWEEN OPENINGS IN SEISMIC DESIGN CATEGORIES D OR E, AND T15MPH OR HIGHER WILD ZONES, FOt1NDATION FHOLDOWM STRAPS (STHHDI4) ARE REQUIRED ON EACH J" OF EACH OPENING, AS SHOWN ON THE FOUNDATION PLAN. • THE FOLLOWING SRUATiONS MAY REQUIRE MORE DETAILED INVESTIGATION FROM THE ENGINEER- ) CONFiglRAiIONS WiTH MORE OPENINGS OR SHORTER PANELS THAN WRIT IS SHOWN FERE. 2) WHERE THE OVERALL TABULATED LENGTH FOR A GIVEN R DING WIDTH IS LESS THAN THE PROPOSED LENGTH FOR A NEW GARAGE. OVERALL DIMENSIONS SHEAR PANEL DlME)a NS MAX. MAX. FRONT OR REAR WALL SIDE OR REAR WALLS WIDTM LENGTH tRIGFfTRRAGE GARAGE O� GAOORStiARO SHEAR DOOR DOOR DOOR PANELPANEL R.O. R.Q. R0. WIDTH NAILING MAI(. MAN DOOR WINDOW SHEAR PANEL WIDTH SHEAR PANEL NAILING 20'-0• 8'-0' 10'-0'- - 1'-0' Bd 0 2' D.C. S`-0' S'-0' 12'-0' 8d 0 fi' O.0 0'-0' 8'-0' - - 2'-0' 8d 0 3' O.C. 2'-D' 24'-0' B'-0' 10'-0` - - 1'-0' 8d 0 2' D.C. 3'-0' 5'-0' 12'-0' 8d 0 6' 0. 0,-0' 8'-0' - - 2'-0` 8d 0 3' O.G. 14'-0' 28'-0' 8'-0' 10'-0' - - 2'-0' Bd 0 3' O.C. 3 -0' 5'-0' 12'-0' 8d 0 6' O.0 -0 10'-0' 8'' - - S-0' 8d 0 4' O.C. 16'-0' 32'-0' 8'-0' 12'-0' - - 2'-0' 8d 0 3' O.C. 3'-0' S'-0' i2' -D' Sd 0 6' O.0 10'-0' 10'-0' - - 3'-0' 8d 0 3' O.C. 36'-0' 8'-0' 14'-0' - - 2'-0` 8d 0 3` O.C. 3'-0' 5`-0` i2'-0' Bd O 6' QC 10'-0' 12'-0' - - 2'-8' 8d 0 3' D.C. 20'-0` 40'-0' 8'-0' i6'-0' - - 2'-0' 8d O 2' O.C. 3'-0' 5'-0' 12'-0' Sd 0 6' O.0 V -O* i5'-0' - - 2'-6' 8d 0 3' O.C. 12'-0• 14'-0' - - 3'-0' 8d 0 3' Q.C. 22'-0' 44'-0' 8'-0' 16'-0' - - 2'-0` Bd 0 2' O.C. 3'-0' 5'-0' 12'-0' 8d O 6' D.0 10'-0' i6'-0' - - 2'-6' 8d 0 2' O.C. 12'-0' 16'-0' - - 3'-0' 8d 0 2' O.C. 24'-0' 48'-0. 81-0' i6'-0' - - 2'-0' 8d 0 2' O.C. 3'-0' 5'-0' 12'-0' 8d 0 6' O. 10'-0" 16'-0` - - 2'-6' 8d 0 2' O.C. 12'-0' 16'-0' - - 3-01 8d 0 2' O.C. 26'-0` 50'-0' '' 16'-0' - 3'-0' 3'-0' 8d 0 2' D.C. X-0' 5'-0- 12'-0' 8d 0 6' O.0 R-02'10' ' t6'-0' - 3'-0' 3'-0' 8d 0 21 D.C. 16'-0' - - 3'-T 8d 0 2' D.C. 28'-0' 50'-0' 8'-0' i6'-0' - 3'-0' 3'-0' 8d 0 2' O.C. 3'-0' 5'-0' 12'-0' 8d 0 6' D.0 IW -O' 16'-0' - S -T 3'-0' 8d O 2' O.C. 12'-0' 16'-0' - 3'4' Y -O' 8d 0 2' O.C. 30'-0' 50'-0' 10'-0` 16'-01 - 3'-0' 3'-0' 8d 0 2' O.C. 3'-0' 5'-0' i2'-0' 8d 0 6' O.0 2'-0' 16'-0' - 3'-0' Y-8' 8d 0 2' O.C. -0` -0. t0'-0` 16'-0' - 3'-0' 3'-0' Bd 0 2' O.C. 12'-01 16'-0` - 3'-0' 3'-8' 8d 0 2' O.C. 3 -0' 5'-0' 12'-0` Sd 0 6' O.0 34'-0' S0'-010'-0' - 3'-0' 3'-0' 8d 0 2' O.C. 3'-0' 5'-0' 12'-0' Bd 0 6' O.0 2 -0' 16'-0' - 3'-0' 3'-S* 8d 0 2' O.C. 36 -0' - 0 . 10'-0' 16'-0' 8'-0' - 4'-0' 8d O 2' D.C. 3 -0` 5 -0` 12'-0' Hid 0 6' O.0 12'-0' 16'-0' 8'-0' - 4'-0' Bd 0 2' Q.C. 38'-0' 50'-0. 0' 0' 16'-0' 12'-0' - S-4' 8d 0 2' O.C. 3 -0' 5'-0' 12'-0' 8d O 6' O.0 12'-0' 16'-0' 12'-0' - 3'-4' 8d 0 2' Q.C. 40'-0' S0'-0' 10'-0' 16'-0' 16'-0` - 2'-8' 8d O 2' O.C. 3'-0' S'-0' 12'-D' 8d 0 6' 0. t2'-0- 16'-0' 12'-0' - 4'-0` Bd 0 (1) FOR WIDTHS WATER THAN 32 -FT, PROVIDE 2X4 FLAT ROOF BLOCKING IN OUTERUOST 4 -FT OF ROOF PERIMETER WITH EDGE NAILING EACH BLOCK. PROVIDE 10d COMMONS 0 3' O.C. IN ALL PERIdETER WALL BLOCKS. (2) WHERE WTNGWWALIS ARE LESS THAN 112'HW H1 OF WALL, PROVIDE SIMPSON CS16 x 8'-0' (TOTAL OF TWO STRAPS) STRAP WiTH BLOCKING APPLIED HHORZONTAL AT EACH DID OF THE GARAGE DOOR HEADER .X _Z z W W D- 0 Q W t Q C 7 (f) 0 ct� (I) W O z Q Z O W d C .) W ® a1 10 45533 Z• i O , 0 06155�� FS; ••...,..•• .+'Idea. a p p T 7 NAL E c N 64f'S-W. 40tVb. INSPECTION RECORD INSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/inspection INSPECTION REQUEST LINE: (303) 234-5933 Occuuancy/Type Inspections will not be performed unless this card is posted on the project site. **Request an inspection before 11:59 p.m. (midnight) to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Comments Initials Pier Sewer Service Concrete Encased Ground (CEG) Plumbing Foundation / P.E. Letter Mid -Roof Do Not Pour Concrete Prior To Approval Of The Above Insnections Underground/Slab Inspections Date Inspector Comments Initials Electrical Comments Sewer Service Plumbing Do Not Cover Underground or Below/In-Slab Work Prior To Approval Of The Above Insnections 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 / 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. FFor low voltage permits — Please be sure that rough inspections are completed from the Fire District and electrical low voltage by the Building Division. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather City of Wheat Ridge 91 y, Residential Roofing PERMI1 - 201703404 i PERMIT NO: 201703404 ISSUED: 07/06/2017 JOB ADDRESS: 6415 W 45th PL EXPIRES: 07/06/2018 JOB DESCRIPTION: Residential Re -roof to install asphalt shingles with 22 sq. *** CONTACTS *** OWNER (303)330-8162 LAMOREAUX KARY L SUB (763)434-3687 Matthew LaBine, Joseph Jelinek 170124 Aspen Exteriors, Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 6,928.22 FEES Total Valuation 0.00 Use Tax 145.49 Permit Fee 156.75 ** TOTAL ** 302.24 *** 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 one half 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 manufacturer 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 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. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection will not be completed. City of Wheat Ridge Residential Roofing PERMIT - 201703404 PERMIT NO: 201703404 ISSUED: 07/06/2017 JOB ADDRESS: 6415 W 45th PL EXPIRES: 07/06/2018 JOB DESCRIPTION: Residential Re -roof to install asphalt shingles with 22 sq. *** CONTACTS *** OWNER (303)330-8162 LAMOREAUX KARY L SUB (763)434-3687 Matthew LaBine, Joseph Jelinek 170124 Aspen Exteriors, Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 6,928.22 FEES Total Valuation 0.00 Use Tax 145.49;'. Permit Fee 156.75 - ** TOTAL ** 302.24 *** 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 one half 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 manufacturer 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 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. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection will not be completed. City of Wheat Ridge Residential Roofing PERMIT - 201703404 PERMIT NO: 201703404 ISSUED: 07/06/2017 JOB ADDRESS: 6415 W 45th PL EXPIRES: 07/06/2018 JOB DESCRIPTION: Residential Re -roof to install asphalt shingles with 22 sq. 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 pen -nit and perform the work described and approved in conjunction with this p it. I further attest thatI am leggally authorized to include all entities named within this document as parties to the work to be per f m d and 11 wo b ' ertonned is disclosed in this document and/or its' accompanying approved plans and specifications. � r Sig ture of OWNER or CONTRACTOR (Circle one) Da 1. This pen -nit 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, anew permit may be required to be obtained. Issuance of anew permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4, No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The pennit 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.C6`de �.r any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. 4! 5�_- 11 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@ei.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. Dan Schultz "703404 From: no-reply@ci.wheatridge.co.us Sent: Monday, June 26, 2017 6:02 PM To: Permits CommDev Subject: Online Form Submittal: Residential Roofing Permit Application Categories: Danny 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 and due to the volume of requests, time to process varies and is subject to change. 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. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (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. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number 6415 w 45th PI Kary Lamoreaux 303-330-8162 Property Owner Email bpreuss@aspenexteriors.com 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 Contractor Name Aspen Exteriors Inc Contractor's License #arrrsey-- Number (for the City of O Wheat Ridge) Contractor Phone 7632778869 Number Contractor Email Address bpreuss@aspenexteriors.com Retype Contractor Email bpreuss@aspenexteriors.com Address DESCRIPTION OF WORK Are you re -decking the No roof? Description of Roofing asphalt shingles Material Select Type of Material: Asphalt If "Other" is selected Field not completed. above, describe here: How many squares of the 22 material selected above? V Does any portion of the No property include a flat roof? If yes, how many squares Field not completed. on the flat roof? i TOTAL SQUARES of all 22 / roofing material for this ✓ project Provide additional detail here on the description of work. (Is this for a house or garage? What is the roof pitch? Etc) Project Value (contract value or cost of ALL materials and labor) house and detached garage 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 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 Brian Preuss Email not displaying correctly? View it in your browser. 3 OAASPEN STORM DAMAGE? WE CAN HELP! 14245 St. Francis Blvd. • Suite #101 • Ramsey, MN 55303 Office 763-434-3687 Toll free 1-866-68ASPEN www.AspenExteriors.com Co W6-d6----- insured/Licensed oInsured/Licensed AGREEMENT THIS AGREEMENT SUBJECT TO INSURANCE COMPANY APPROVAL OF PAYMENT job Ob # CUSTOMER Ir Gt �&` VAA©+" STREET CITY %, t ST ZIP '� " 3 S HOME # '103 ` � C� � £t1 16 Z MA03-f3 TRADES TO BE PERFORMED WSUB2) SUBJECT TO INSURANCE COMPANY APPROVAL. TRADES TO BE DETERMINED. OOFING ❑ SCREENS ❑ SIDING ❑ A/C COMB UTTERS ❑ AWNINGS ❑ WINDOWS ❑ SOFFIT ❑ FASCIA ❑ GARAGE DOORS ❑ WINDOW/DOOR ❑ SHUTTERS WRAPS ❑ DOORS ❑ PAINTING/ (Entry, Service, STAINING/ Storm) POWER WASHING INSURANCE COMPANY APPROVED PROJECTS MUST REFER TO THE "TRADES TO BE PERFORMED PACKET" FOR ALL HOMEOWNER APPROVED BRAND, COLOR, STYLE, LOCATION, AND PROJECT SPECIFICATIONS. MAILING ADDRESS (if different) SPECIAL INSTRUCTIONS 12) e 1ef�Y y� Fut of pocket dollar amount owed by said property owner for eductible = $ [�i1 a7+ C37 ut of pocket dollar amount owed b said property owner for nd all upgrade(s) = $ PIn the event that said homeowners i surance company approves the roof, siding, etc. for payment, then said homeowner is legally and contractually bound to use Aspen Exteriors, Inc. for their remodeling project. Any and All portions of an insurance company approved project is s lect to Aspen Exteriors®, Inc. officer approval. roject to be performed per insurance company paperwork & price. Any and All Insurance supplements will be added t the total price. p and materials to be placed: 0 Left side of Driveway ght Side of Driveway 0 Other: TERMS AND PRICE: This Agreement does not obligate the Customer or Aspen xteriors®, Inc. ('Aspen') in anyway unless payment for the damage to Customer's Property is approved by Customer's insurance company and cepted by Aspen. By signing this Agreement the Customer authorizes Aspen to represent Customer's best interests for restoration and repair o amage to Customer's Property at a price agreed to by Customer's insurer and Aspen ('Agreement Price") with no additional cost to the Customer except for Customer's deductible, and any and all (non-rerecoverable) depreciation associated with an actual cash value (ACID Policy. When the Agreement Price is determined it shall become the final contract price. Customer authorizes Aspen to obtain and provide labor and material in accordance with the Agreement Price and agrees to pay the Agreement Price to Aspen. If replacement of roof decking is required but not covered by Customer's insurance policy or the Agreement Price it shall be replaced and Customer agrees to pay Aspen above and beyond the Agreement Price $2.50 per square foot repaired for CDX decking and $6.50 per linear foot repaired for plank decking. Customer shall be responsible to pay Aspen for any items of labor or materials that are required by applicable building codes and not covered by Customer's insurance policy. PAYMENT SCHEDULE: The full applicable insurance ACV payment, deductible, and applicable out of pocket amounts shall be paid to Aspen prior to the Work commencing. The full applicable insurance depreciation payments shall be due upon completion of each construction trade. The remaining balance, which shall be the applicable insurance supplemental payments, unpaid depreciation amounts, tax, base service charges, overhead & profit, and all outstanding balances owed to Aspen shall be upon total project completion. Payments due to Aspen shall not be contingent upon city inspections and/or repair or punch li en ill provide a warranty certificate and lien waiver after final payment to Aspen. / % This Agreement shall be subject to all applicable federal, state and local (city where Customer's property is located) laws, regulations and ordinances. The work to be performed pursuant to this Agreement shall be collectively called the "Work." Any insurance estimates Aspen prepares in connection with the Work shall be collectively called the "Estimates." Customer's property where the Work shall be performed shall be called the "Property." Insurance proceeds and the Agreement Price for this project shall be defined as the full price for repairs allowed by Customer's insurance company, including any and all supplements, and before any deductions for deductibles or depreciation. Aspen may order excess materials to complete the project, which materials will not be charged above the Agreement Price. All excess materials shall remain Aspen's property. If material and labor prices increase or additional Work is required beyond the scope of the Work covered by the Agreement Price, Aspen may supplement its initial insurance Estimates and Customer shall cooperate in connection with such efforts. Supplemental amounts paid by Customer's insurance company for additional labor and/or materials beyond the original Agreement Price shall result in a commensurate increase in the Agreement Price and all such amounts shall be paid directly to Aspen. Aspen shall have no responsibility for 1) any damage below the roof, due to leaks by excessive wind of 60 mph or more, ice dams, hail or preexisting construction defects during the period of the warranty; 2) damages from fire, windstorm or other hazard, as is normally contemplated to be covered by Customer's Insurance, unless a specific written agreement with Aspen has been made prior to commencement of the Work; 3) failure of performance due to labor controversies, strikes, fires, weather, acts of nature, or inability to obtain materials from usual sources; or 4) any other circumstances beyond Aspen's control whether of similar or dissimilar nature. Aspen will provide the Customer with a three (3) year limited warranty covering material defects in workmanship. Any manufacturers' warranties shall provide exclusive coverage for product defects, and Aspen shall not be responsible for any product defects. This Agreement and Aspen's warranty may not be assigned and are non -transferable. If the Work includes roofing and sheet metal, it is understood and agreed that only Aspen's standard roof warranty shall apply and that all terms and provisions therein shall prevail, unless otherwise specifically agreed to in writing prior to the commencement of the Work. All warranties are null and void if Aspen is not paid in full in accordance with this Agreement. If Customer does not allow Aspen to perform the Work or has a person or entity other than Aspen perform the Work, Aspen shall be entitled to liquidated damages equal to 20% of the total amount of the most recent Estimate, including all supplements, plus costs incurred by Aspen in preparation of the Estimate, any supplements, and the Work. These liquidated damages are not a penalty, but are instead agreed to be payment to Aspen for its time and efforts in preparing Estimates and meeting with Customer's insurance company and/or insurance adjuster. If materials must be reordered or restocked because of Customer's breach of this Agreement, in addition to any and all other damages to which Aspen is entitled, -ustomer shall be liable for a restocking fee equal to fifteen percent (15%) of the price of the applicable materials. Customer shall be liable for and igrees to pay Aspen for the entire cost of any materials that cannot be returned or restocked. �ustomer shall pay a service charge of 8% per annum on all balances 30 days or more past due, including upon all agreed upon damages specified ierein. Customer also specifically agrees to pay for all collection costs, including employee time and expense and all attorneys' fees and costs, Aspen ncurs in either collection of and/or protection of its interests in Customer's past due account or performance of this Agreement. Aspen accepts no liability to indemnify or hold Customer harmless for claims or damages to persons or property, except to the extent that such iamages occur during performance of Aspen's Work, and are the direct result of Aspen's error or omission. Aspen shall not be responsible for iamages for any area of the Property upon which Aspen's Work has not been completed. Customer understands and acknowledges that Aspen does Tot warrant or guarantee previous workmanship or pre-existing materials, nor any materials or labor not originally provided by Aspen. Customer inderstands and agrees that Aspen shall have no responsibility for damages of any kind to persons or property occurring after completion of the Work Tr after Customer has breached this Agreement. Nothing contained in this Agreement shall be construed to require Aspen to determine the presence "fAWRLI l a% --$/apo c. TO aA14P4uasaadag •aul'®siolaa4xg uadsy a472Q ur 6� Z, �� a erla� d snp 3o a}up au} ja �fup s isnq pzirp atp;o 1g2mpiur o} roixd a �fuu }u asurlaand STg4 I �fuur'.rad 4 ail}' oA 'NIMIH Qd.L�'2IOd2IOJNI QNV OZ Qdd2IOV A'Y1VDL1DFIdS-r12IV 3Od2IdH dQIS dS2IdAd dH.L NO SLS OF L dH.L aapou Alaurp noX anus orinl puu }uauranoaduri aril ao; luua}uut .io xogul Auu pailddns orlAti suoszad Xq pau9i9zaAienti nail u noA aAl2 anti ssalun }uauranozduri ail} 3o not}aldutoa za};u sAup OZI Inun sn uroa; utaip anp s}unouru ail} plogip!m to 'aaud }:)ux}uo:) zno urorl }unouru sup }onpap puu Apaan }uauranozduri sizo3 sluiza1vw io zoqul pailddns ogAti suosrad Xud o} }rlSiz all} aAM1 noX'Atiul opuzoloJ aapun (q) suor}ngia}uoa arp zo; piud lou si.fuuduro3 zo uosiad }urp;i}zadord anoZ}sui nail u aii3 Auur ,ipadoad znoX o} }uauraAoxduri snp jo; sluiza}uui ioqul Suy.Alddns Auudmoa xo uosxad AuV (u) dDLLON NFIIZ d21d X Aq � � � / / �' g LVG :NO (S)WRINCILLSM kR ClaJ dFIDDV v T a / —F__, /_7'�_ q TWI : mr) (,Tq>T) '")NTT '_QTnTNTA T W NTWJ1Q' 7 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: �0/Sfip, Job Address: & Permit Number: 3 q 6 ❑ No one available for inspection: Time<f AM/pLy Re -Inspection required: j, , No When corrections have been made, call for re -inspection at 303-234-5933 Date: V2(V/(—Inspector:' DO NOT REMOVE THIS NOTICE I i CITY OF WHEAT RIDGE _1�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: or Job Address: (n --I( r �— Permit Number: 0 7 rye I ❑ No one available for inspection: Time.!! , G /PM Re -Inspection required: Yes LN� When corrections have been made, call for re -inspection at 303-234-5933 Date: A/ Inspector: Kid 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: H 1 D Job Address: 5 4h Permit Number: ZQ( % ❑ No one available for inspection: Time i, /() AMM Re -Inspection required: Yes (�N� When corrections have been made, call for re -inspection at 303-234-5933 Date: .- Inspector: DO NOT REMOVE THIS NOTICE DEPA2TMENT OF COMMUNiTY DEVEIAPMENT 7500wEST29tnAVENUE BUILDING INSPECTION DIVISION PERMIT N0. M91#16790 237-8944 EXT. 255 P.O. Box 638 CITY OF WHEAT RIDGE, COLO. . THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILOINGINSPECTOR AND RECEIPTED BELOW. APPLICATION FOR MISCELLANEOUS PERMIT JOB ADDRESS ~~IIS W, ~lS~~ 1~L• OWNER -':57270f CONTRACTOR ADDRESS yS~rPu. i/~G~»c-{t1D>r ~ Co ~ADDRESS 5A~=' PHONE LlaO-6[/tI ~ 77/-00/9 c ZIP CODE 33 CITY ~1A6~2'~5~-" • Co . ZIP CODE 8003`5 ~ CONTqACT PRICE $~GSS PHONE L1a0-611y / 77/ 0011 LICENSE NO. 1. TYPE Ground❑ Woll❑ Praieofinp 2. MATERIAL Other S or0 Faes Totol Squara Feet Eleef. Permit No. Zone_ ADDroved,2onainspeetor SIGNS 13. ILIUMINATION Yes❑ No❑ 7ype 4. SET BACK FROM PROPERTY I.INE N_ 5_ E_ (Soeeifv whieh ia front ) ❑ ❑ ❑ FENCES -I' I OTHER 1. TYPE SolidU Mora Than 80% OpsnU Lass Thon BO% Opsn MATERIAL Heiaht 3. SET BACK FROM PROPERTY LINE (Specifv whith i6 front) DRAW SKETCH OR SHOW BELOW,THE FENCE, SIGN, OR OTHER STRUCTURE,GIVIhv" DISTANCES FROM PROPERTY LINES. (SETBACKS OR PROJECTIONS INCLUDED) FNr E_ W Zons_ Apprwsd,Zona Inepeeta Q, -KEKooF NUUSe W/ 3-7-A0 rySpryALT 001'N5115 ~ 3. t~e Pco~ ~ C~ARAS~S ~r 3 ~ R3 ci ~ dUE~ STREET NAME W. t4 5 T1` 1)` r z J T 2 ~ ~ SPECIFY NORTH SHOW DISTANCES FROM THE MAIN BUIIDING TUADJOINING HOUSES, STREETS, AND PROPERTY LINES;ON IRREGUTAR LOTS, SHOW LEAST DISTANCE TO PROPERTY I,INES, NOT MAXIMUM OR AVERAGE DISTANCE. APPLICATION FOR PLUMBING; ELECTRICO.L; MECHANICAL PERPv11T THIS APPLICATION WILL BECOME A PERMtT TO PERFORM THE INDICATED WORK ONLY UPON VALIDATION BY THE BUILDING INSPECTION DIVISION. PERM1Y WILI EXPIRE 60 DdYS FROM DATE OF ISSUANCE !F WORK IS NOY STARTED WITHlId THAT TI61E ELECTRICAL PERMIT STATE LICENSE N0. PLUMBING PERMIT STATE LICENSE N0. MECHANICAL PERMIT ALURAIR1UaAVdIREUMDERSIZ[8 ILLEGAL FLOOR BSM IST 2N0 3RD 4TH NQ FUEI~CircbOneGo{dlPropaneCOOIEIxSolar N0, WATER CtASET FORCED AIR - BTU TEMPORARY METER WASH BOWL HOT WATER - BTU NEW SERVICE AMPS - BATH TU8 STEAM - BTU CHAN6E SERVICE-AMPS SHOWER AIR CONDITIONING-BTU LIGHTING SINK OTHER HEATING GARBAGE DIS? REFRIGERATION SYSTEM POWER SUB-CIFCUITS WATER HEATER ijefri erant 6roup U?iLITY(RANGE,DISPOSER,ETC.) AUTO.WASHER Pounds Char e FIXTURES DISH WASHER AUTOMATIC SPRINKLER SYSTEM WIRING MOTORS a CONTROI.S FLOOR DRAIN EIEVATOR SIGNS URINAL TRANSFORMERS Q RECTFIERS . SEWERS ADDITION TO OLD WORK OTHER MOTORS OVER I HP TOTAL FIXTURES I hsreby ocknowledge that this applica- lion ia corroef and undarstand fhot I Connot atart this projeCt until fhis oppli- cotion ie approved. I shall comply with the lowa of the Stofe of Colorado and to the Zoninq ReQulations and Buildinq Code offhe Cify of Wheai Ridqe. Any violofion of the above terma will eausa PERMIT FEE J. 0`1J USE TAX TOTAL FEE CHIEF BUI LDI NG4NSPECTOR, City of Wheaf Ridge immediate revocation oP tnis permit. ? DaPe Issued ~ Z ~ 4001ieanl. SiOnaWn NOT VALID UNLESS RECEIPTED 5.e,.:,p.4 4 / 7 3 X,a-a-71 ll CAL1237-8944 EXT.255 24 HOURS IN ADVANCE FORINSPECTIONS