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Home My WebLink About3917 Simms Streeti CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax y1 BU1,01,nq 91M / INSPECTION NOTICE Inspection Type: 063 f I V Job Address:`� 'S I (1�1 y) 5 Permit Number: QnX b 5%<y-_, ❑ No one available for inspection: Time J.'3d AM/ Re -Inspection required: Yes 6) When corrections have been made, call for re -inspection at 303-234- Date:- 7100/ /" Inspector: A/ It r 61 DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTI E Inspection Type: L -103F y�7 FPS lql9 AF-T— Job Address: 32/7 5,14 FYI .5 � Permit Number: dolGr®l �- ❑ No one available for inspection: Time 1dtJ AM/PM Re -Inspection required: UesNo When corrections have been made, call for re -inspection at 303-234-593 % / 3 Date:/ /o Inspector: M_/_/J� DO NOT REMOVE THIS NOTICE Ca i CITY OF WHEAT RIDGE t4 M Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax Inspection Type: INSPECTION NOTICE Job Address: G 1-7 5, r n rn 5 , f Permit Number: 19 01 S5 8 ❑ No one available for inspection: Timet 0 AM),PM Re -Inspection required: Yes No When corrections have been made, all for re -inspection at 303 -234 - Date: ' W I Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGEl Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: iM +i'- cuaw /0 S kui�lt UJC�LU S Job Address:,j l -T 5T. Permit Number: ;2 (11 �3 ❑ No one available for inspection: Time G M/ M Re -Inspection required: Yes When corrections have been made, call for re -inspection at 303-234-5933 Date: G ' ( (` I '� Inspector: DO NOT REMOVE THIS NOTICE o CITY OF WHEAT RIDGE - Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 30UQ R Job Address: 3 %/ % 5. mm i 514 - Permit Number: -x-018006-61 ❑ No one available for inspection- Time 13 CC) AM/PM Re -Inspection required: Yes No When corrections have been made, c for re -inspection at 303-234-5933 Date:,; Inspector: ez]6� DO NOT REMOVE THIS NOTICE 11 i CITY OF WHEAT RIDGE �'(30Building Inspection Division k 3) (303) 234-5933 Inspection line 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: (3 �oU� %SUM Job Address: '//)I/VI S ET Permit Number: zo 1130157 53 ❑ No one available for inspection: Time/3.'0 A `yl Re -Inspection required: Yes N, When corrections have been made, call for re -inspection at 303-234-5933 Date:-(.(-,' ' I Inspector: fS DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Remodel PERMIT - 201801558 PERMIT NO: 201801558 ISSUED: 06/07/2018 JOB ADDRESS: 3917 Simms ST EXPIRES: 06/07/2019 JOB DESCRIPTION: Interior remodel of second floor bathroom, replace tile, installing new granite top vanity, sinks and faucets, shower pan with threshold, relocating shower drain and faucet. New light fixtures, LED above sinks, GFCI outlet; Installing smoke and carbon -monoxide detectors in bedrooms, hallways and in furnace room - 80 sq ft total *** CONTACTS *** OWNER (720)308-0682 EGAN PAUL M GC (303)888-2968 Mike Mueller 090040 Five Star Contracting LLC SUB (303)587-2049 Juell Seidel 110222 Seidel Electric LLC SUB (303)995-0486 Randy Lane 021507 R n R Plumbing, Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 15,000.00 FEES Total Valuation 0.00 Plan Review Fee 184.31 Use Tax 315.00 Permit Fee 283.55 ** TOTAL ** 782.86 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. 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. City of Wheat Ridge Residential Remodel PERMIT - 201801558 PERMIT NO: 201801558 ISSUED: 06/07/2018 JOB ADDRESS: 3917 Simms ST EXPIRES: 06/07/2019 JOB DESCRIPTION: Interior remodel of second floor bathroom, replace tile, installing new granite top vanity, sinks and faucets, shower pan with threshold, relocating shower drain and faucet. New light fixtures, LED above sinks, GFCI outlet; Installing smoke and carbon -monoxide detectors in bedrooms, hallways and in furnace room - 80 sq ft total I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and 1 -applicable municipal cies, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the perty dam autho,iz o obtain this permit and perform the work described and approved in conjunction with this permit. I. f er s egally a. zed to include all entities named within this document as parties to the work to be performed t ertor isclosed in this document and/or its' accompanying approved plans and specifications. Signature 'of OWNERor CONTRACTOR (Circle one) Date 1. This permit was issuL sed:oti the information provided in thepermit 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 maybe 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 required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY City of r°' W heat j idgc C©MMUNI ry DLVLLOPMLNT Building & Inspection Services Division 7500 W. 29m Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm its(oki.wheatridge.co.us FOR OFFICE USE ONLY Date: /1 0 Plan/Permit # 2 a / 5-:5 V Plan Review Fee: /0. 3 / Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 3911 '0- 1,iM s A-ec_-� Owner n Property Owner Email: CyA'M i cLE�1 41 n e— c o m c &.s f -_ n CV Tenant (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: City, State, Zip: L Phone: %20 .300 O&Lfp Architect/Engineer E-mail: m t Ljt at,S i Arco C o o ki h Phone: 3o3 e g, t z-,7 6� Contractor. '-k trC SrA �'/4tJ/40►c City of Wheat Ridge License M ((( 0 y (7 Phone]: 303 3`8 r 2_9 & 9' Contractor E-mail Address: /MM I lc=c S��"T�rt l�� i (' L inn For Plan Review Questions & Comments (please print): CONTACT NAME (please print): �J;' 1 L o -C.-11 e Phone: X03 8&b- a0768CONTACT EMAIL(p/ease print): W1 [..c -Vt - cl+a r- c O (,�, a o I . C 0 rn Sub Contractors (Must provide Wheat Ridge License No.): Electrical: je,- t Jo ( e c tr ` Plumbing:, RL Phu M bl ,� Mechanical: W.R. City License # W.R. City License # t S -7 W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # ❑ COMMERCIAL [� RESI DENTIAL 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. f { per,ove, A -i, etovr, �'tLr- cx1-a,.1.-J s'Aav;er, ffn, VQI'I4-Y,Slry r�i4ifj CQ,Vi.�►v/��i.�� QA be,.C,bt � fnss s�u�2r t�cr�!� oc� I'LL. VILLri �1vrk rode- SAa� /<,,o - / ,�• n �✓ 1 4 v�Lan t �'"� c i C.n � �-- ♦vf, 5•.1 r �uc", S�)iDv'�.r 1/ia u� 'C" i %7J C(ZIOJ�slr k-,'! . �-c�,n�Ef r-ao j C G-1 G �?J N2 �� FI�D�� 11 w,7, �u IAe,C- e roa 4A AG, Chti,-�a-s iv ` kp- 4u�(�t- ion. 1 soh 5.,., Ic ru • S or- Sv/, ly ✓c /✓u f. 'OU+le-tx,, Added C,r Commercial Projects Only: Occupancy Type: Construction Type: Sq. Ft./LF 2, 00 BTUs Gallons Amps Squares 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. I, the applicant for this � djng permit application, warrant the truthfulness of the information provided on the application. / f / CIRCLE ONE: (OWNE?J (CONTRACTOR) o (AUTA of (OWNER) (CONTRACTOR) Sip -nature (first and host name): GC C'6�77/DATE: j ._�av T�(� to Printed Name: Al kG• ZONING COMMMENTS: Reviewer: BUILDING :DEPjENTrOMMEWS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: 45 Building Division Valuation: f Utow Zo/Sol55g City of W h6 at7*4j*,*�dgcCOMMUNITY DEVELOPMET SUB -CONTRACTOR AUTHORIZATION FORM This form must be signed by each sub -contractor. Subcontractor's City of Wheat Ridge License number must be provided in the applicable space. This form will not be accepted with missing information. Project Address: -� St/n iyt_5 Permit #: General Contractor: `_- - U`P ')� 'l7. Y' L.Q n. I Electrical Sub -Contractor ac Company Name: i dg� l 7t-c-'�c Phone #:3 0 _:, > '_(3 37_20f119 State License #: Ro 5 S Master #: 3D - Wheat Ridge License k,�j � ... (required field) �r 50 .2 I r t e Date r Plumbing Sub -Contractor Company Name: 6 &sUb,,In_ Phone #• 7 5.563 State License #:�7D Master #: Wheat Ridge License #: (required field) e razed gent Date Mechanical Contractor Company Name: Wheat Ridge License #: Signature of Authorized Agent Phone: (required field) Date 16k scity of �:oe,Whe.atR*d AUMM �yEMEd ge APPROVED ._a4a Date t of avW�d P—soe 01, The nsrgnce of o permr PW..., oG — -10 p edl o.N not be o Pe-1Ia. of on o ww ul the wv-*ns of the mildM9 code CW Of theCny °1 wdwlt"e 9w�din/ /� etRbnrlty to rgbte a � 1 wYd co/e+a etlret a� M ft CAV dton 2ND FLOOR BATHROOM REMODEL ENCH 1Z Zoiq BUILDING CODE REVIEW IRC- NEC -29C7 00~ 400P* IECC-?9 DEMO: REMOVE FLOOR TILE REMOVE EXISTING VANITY REMOVE TILE AROUND SHOWER AND PAN U REMOVE SHOWER GLASS T NO CHANGES TO THE TOILET LOCATION �J NO CHANGES TO THE SINK SUPPLIES OR DRAINS NO CHANGES TO LIGHTING LOCATION NO OUTLETS ADDED INSTALL NEW VANITY GRANITE TOP _ ^ NEW SINKS AND FAUCETS NEW SHOWER PAN W/ THRESHOLD NEW GLASS SHOWER DOOR RELOCATE SHOWER DRAIN NEW SHOWER FAUCET �^ NEW BENCH IN SHOWER EXISTING CAN FIXTURES NEW LIGHT FIXTURES LED ABOVE SINKS OUTLET TO BE TAMPER PROOF GFIC NEW TILE FLOOR NEW TILE IN SHOWER DURA ROCK ON THE FLOOR AND SHOWER WALLS SHOWER PAN LINED WITH RUBBER LINER 40 MIL THICK FLEXIBLE PVC SHEET SMOKE AND CARBONMONOXIDE DETECTORS IN BEDROOMS HALLWAYS AND IN FURNACE ROOM + NORTH O U U J O J C� Z COO � OF- 10 -1U N < U Q cn < w o�w �z o�> L- OUMOoY � F,40 o QF-XQ J Li M<o< Zw w>��wl 0ECL W<OW C � rM W O W Qw� 1: Lij O zR� � >- (n r UN0 I— 0:2 L0 w zQmx O w Q_ a� FILE NAME: EGAN DRAWN BY: MIKE MUELLER DATE OF P 5/16/2018 SCALE: 1/4"=l' PLANS FOR: -PRICING X-PERMITING X -CONSTRUCTION FRAMING PLUMBING ELECTRICAL LIGHTING / SWITCHING SHEET NUMBER F-1 2ND FLOOR BATHROOM REMODEL + NORTH Z: Q r7 w o w Qw00 O Z�o raw U cn U WZm32 w O —' Q w Of a- Iro3 INSTALL NEW VANITY FILE NAME: BUILDING CODE REVIEW: IRC -2018 NEC -2017 IMC -2015 IPC -2015 IECC-2009 ELAN NEW SINKS AND FAUCETS U J J O NEW SHOWER PAN W/ THRESHOLD J NEW GLASS SHOWER DOOR U O RELOCATE SHOWER DRAIN ch Z co cpm NEW SHOWER FAUCET O� NEW BENCH IN SHOWER I—U EXISTING CAN FIXTURES U 4 DEMO: a > REMOVE FLOOR TILE z o r, CCC) °0 E REMOVE EXISTING VANITY o U n o p w REMOVE TILE AROUND SHOWER AND PAN a� N U r� REMOVE SHOWER GLASS Q � x Q .. J NO CHANGES TO THE TOILET LOCATION 0:� cn o 0 w — cn < u < NO CHANGES TO THE SINK SUPPLIES OR DRAINS w z w > E:2 o NO CHANGES TO LIGHTING LOCATION w > < t_ I 0wa-QOw NO OUTLETS ADDED X-PERMITING X -CONSTRUCTION Z: Q r7 w o w Qw00 O Z�o raw U cn U WZm32 w O —' Q w Of a- Iro3 INSTALL NEW VANITY FILE NAME: GRANITE TOP ELAN NEW SINKS AND FAUCETS DRAWN NEW SHOWER PAN W/ THRESHOLD LIGHTING / NEW GLASS SHOWER DOOR MIKE MUELLER LE LE RELOCATE SHOWER DRAIN NEW SHOWER FAUCET DATE OF PLANS NEW BENCH IN SHOWER 5/16/2018 EXISTING CAN FIXTURES NEW LIGHT FIXTURES LED ABOVE SINKS OUTLET TO BE TAMPER PROOF GFIC NEW TILE FLOOR SCALE: NEW TILE IN SHOWER 1/4"=I' DURA ROCK ON THE FLOOR AND SHOWER WALLS SHOWER PAN LINED WITH RUBBER LINER 40 MIL THICK PLANS FOR: FLEXIBLE PVC SHEET SMOKE AND CARBONMONOXIDE DETECTORS IN BEDROOMS —PRICING HALLWAYS AND IN FURNACE ROOM X-PERMITING X -CONSTRUCTION ;�li FRAMING { o PLUMBING G�t� ELECTRICAL ale LIGHTING / SWITCHING \\oma s5 SHEET NUMBER ;�li C PERMIT: ADDRESS: JOB CODE: INSPECTION RECORD Inspection online form: //www.ci.wheatridge.co.us/inspection Cancellations must be submitted via Nz online, Inspections will not be performed un ess'Is card tg posted on the project site Request an inspection before MIDNIGHT (11:59 PM) to receive an inspection the following business Foundation Inspections Date Inspector Initials Comments 102 Caissons / Piers 103 Footing / P.E. Letter 104 Foundation Setback Cert. 105 Stem Walls 106 Foundation wall Insulation Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground / Slab Inspections Date Inspector Initials Comments 201 Electrical / Cable/ Conduit 202 Sewer Underground Int. 203 Sewer Underground Ext. 204 Plumbing Underground Int. 205 Plumbing Underground Ext. 206 Water Underground e71'b Do Not Cover Underground or Below / In -Slab Work Prior To Approval Of The Above Inspections Rough Inspection Date Inspector Initials Comments 301 Rough Framing 302 Wall Sheathing 303 Roof Sheathing 304 Sheer Inspection 305 Insulation 06 Roof e71'b IRRX=ath / Stucco 308 Rough Electrical Residential 309 Rough Electrical Commercial 310 Electrical Meter Residential 311 Electrical Meter Commercial 312 Temp. Const. Meter 313 Rough Plumbing Residential 314 Rough Plumbing Commercial 315 Shower Pan SEE OVER FOR ADDITIONAL INSPECTIONS Rough Inspection (continued) Date Inspector Initials Comments 316 Rough Mechanical Residential 317 Rough Mechanical Commercial lyslqf C, 0(4 318 Boiler / Furnace 319 Hot water tank 320 Drywall screw and Nail 321 Moisture board / shower walls 322 Rough Grading 323 Miscellaneous Final Inspections Date Inspector Initials Comments 402 Gas Meter Release 403 Final Electrical Residential lyslqf C, 0(4 404 Final Electrical Commercial 405 Final Mechanical Residential 406 Final Mechanical Commercial 407 Final Plumbing Residential 408 Final Plumbing Commercial 409 Final Roof 410 Final Window/Door 411 Landscape/Park/Planning Inspections from these entities shall be requested one week in advance. For landscaping and parking inspections please call 303-235-2846 For ROW and drainage inspections please call 303-235-2861 For fire inspections please contact the Fire Protection District for your project. 412 Row/Drainage/Public Works 413 Flood plain Inspection 414 Fire Insp. / Fire Protection 415 Public Works Final 416 Storm Water Mgmt. 417 Zoning Final Inspection 418 Building Final Inspection 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 by the Fire District and Electrical low voltage by the Building Division. The City of Wheat Ridge Third Party F rm Chck List Property Address 7 —5 - Permit Number D Permit Issued Date Owner Info ''nation Property Owner Information Property Owner Address Inspection Company Inspector Name Inspector Contact info. e Inspector Statement and Acknowledgement * I hearby acknowledge the roof I am inspecting is 6/12 or over all roofs that are under 6/12 must be inspected by the City of Wheat Ridge Buiding Dept. * I hearby acknowledge thbroofing system for the referenced building has been inspected and found to be in compliance with the minimum requirements of the 2012 IRC and 2012 IBC as well as all City of at Ridge Policies and Procedure and Manufacturer's recommendatio n eci cations. Inspector: Dater Property Owner Statement of Acknowledgement *1 hearby acknowledge that 1 am the owner of the building referenced above and I give my consent for the listed third -party inspection company to perform my roof inspection in lieu of the City of Wheat'' Rid a Bail ' g Qivis inspection. Propery Owner/ Agent:— Date: This original document as well as the roofing check list, must be submitted to the Chief Building Offical within seven days of the final inspection. Drop off in person Permit counter 2nd floor 7500 W. 29th Ave Wheat Ridge CO 80033 Drafted Date: 7/26/17 Submit via Email F. Please add note to reverse side The City of Wheat Ridge Inspection Check List notes Final Roof Roof Inspel,tion E N/A ❑ Pass ❑ Fail N/A IXPass Fail Structural roof components ❑ N/A Pass ❑Fail Verify that no more than 2 layers of shingles exist N/A (Pass [� Fail Flashing for roof and walls El Pass Fail If new sheathing is installed verify that it is listed in the permit description (Valuation must be adjusted) l�jJ hl,A X [E Pass [ .1 Fail Verify sheahing nail pattern ( See policy & Proceedures) '_N/A [-1 Pass [_] Fail Crickets and saddles where needed C N/A C Pass ❑ Fail Verify B vent must have boot same gauge as pipe ❑ N/A f Pass L] Fail Verify vent caps ❑ N/A Pass C.1 Fail Verify no flashings are damaged or rusted U N/A Pass [] Fail Step flashing shall be min. of 4x4 piece per shingle VrN/A ❑ Pass ❑ Fail Verify scuppers allow for proper drainage ❑ N/A YPass ❑ Fail Ice and water shield 2' in heated wall spaces I ---N/A Pass [] Fail Underlayments must follow 2012 IRC / 2012 IBC [l N/A Pass [_l Fail Verify roof slope for proper drainage N/A Pass ❑ Fail Dripedge shall have min of 2" overlap N/A Pass Fail Dripedge should extend down min 2" past roof deck �] N/A Ypass ❑ Fail Dripedge shall be mechanicaly fastened 12" OC [�N/A L ] r1aSS f. I Fail 90 LB roll roofing shall not be applied to roof slopes less than 2:12 slope: Exception, detached garages, patios, carports, open on three sides with min. slope of 1:12 I_ N/A El pass ❑ Fail Modified Bitumen, EPDM, TPO min slope 1/4:12 slope (N/A ❑ Paas[] Fail Above roof insulation R-25 I N/A El Pass [I Fail Below roof residential R-38 [yN/A E Pass ❑ Fail Below roof commercial R-32 [YN/A El Pass CJ Fail Modified Bitumen, EPDM, TPO min slope 1/4:12 slope must be installed in accordance with the manufacturers specifications- Must have manufactures letter of warranty with the address on the letter for final inspection Metal Roof Shinales Requirements VN/A 11 Pass U Fal Metal roof shingles shall not be installed on slope less 3:12 1.=.1 Pa Is [I Fail Metal valley flashing shall be the same material as roof [N/A CI Pass [_] Fail Metal valley flashing shall extend a min of S" from the centerline with a min. of 3/4 " high splash diverter rib built-in at the flow line with sections overlapping a a min. of 4" Tile RoofsRe uirements N/A 177 Pass F� fail Clay and concrete the shall have a min. 2-1/2:12 slope Slopes 4:12 and under require double underlayment The City of Wheat Ridge Inspection Check Ust notes Final Roof Notes Property Address Permit Number Permit Issued Date The City of Wheat Ridge Third Party Form Check List 3917 Simms st 201708453 10/19/2017 Owner Information Property Owner Information Property Owner Address Cindy Egan 3917 simms st Inspector Information Inspection Company Inspector Name Inspector Contact info. Inspector Statement and Acknowledgement I hearby acknowledge the roof I am inspecting is 6/12 or over. All roofs that are under 6/12 must be inspected by the City of Wheat Ridge Buiding Dept. * I hearby acknowledge the roofing system for the referenced building has been inspected and found to be in compliance with the minimum requirements of the 2012 IRC and 2012 IBC as well as all City of eat Ridge Policies and Procedure and Manufacturer's recommendation a spec' ications. Inspector: Date: roperty Owner Statement of Acknowledgement *1 hearby acknowledge that I am the owner of the building referenced above and I give my consent for the listed third -party inspection company to perform my roof inspection in lieu of the City of Wheat Ride B. uilildjng DivisW, inspection. Propery Owner/Agent: Date: This original document and permit card, as well as the roofing check list, must be submitted tc the Chief Building Official within seven days of the final inspection. Drop off in person Permit counter 2nd floor 7500 W. 29th Ave Wheat Ridge CO 80033 Draft Date: 7/26/17 Please add note to reverse side The city of Whe,-# RAid-Toof n mcor ccrylpcmenf.7 J VerifV that no more than. 2 "elm S110,141hing is Vorify that il i",, i'l fko penwR descOplion (N/-r:-,jLjo7tji(, Verify sheathing nail pattern ( SeC Elul COActs M)d S'Rddfes where ner-ded 1 H V e 5 fy B trent rn t I s t Fi,,i N/ (- 1,) 0 c) t ryl e Cj ":I t, 11-1 f DIFill')l V(7,rl'( C,7,,pS I-- 1/r.-,.nfy no Flashings ;_ire ,,,;f lrj _3 ->tep Nnshhg shah be Om of 04 QC e ro, skwj, Verify scuppers allow For proper lce -,,Inci water shinid 2' in hea-t!�-�j \A,@jj .Jrwfedayrnents rnust follow 2012 IRC / 2n,2 Kai roof slope for pror)F�r Dripedge AS have An of 2" ovedap nl D9 -!hedge should ex4nd dowvn n -lin 2l' Dripedge shall be rwch,,Irlicaly (-Q LB roH roofing shall not he ETpNed to root umv— less NMI T 12 slope: Excep Hon, trig chad C', p, , Padat sawporN, op( -n !hrec ?gide c-, vriHI T)ljt' 1:12 I/A ii.,, I I _I I iil 1,�}Q`r�! 'Ocif insulaflon R_25 roof re R-38 ron,[conimerci,,il R-32 ,n a"fiodffi-d Biturnen, F -PM!, TPO min slope 114 p piap, roust be kstaHed in will -1, thc,, SpecNabons- Nlus( h,a,ve vii[h the rIddross On m entf-�. 11iP-Ifelal roof `'lir ples shall not t1e 3:12 -I Inil IMMI valley Mash! g A& l,),e in 11 e y 1 rn i with a min. of 'V.4 liigh Wifh A!, concr,, lk-_h1c 2 1"', 44:12 ! 1 The City of Wheat Ridge Inspection Check List notes W -Roof Notes. City of Wheat Ridge �r Residential Mechanic PERMIT - 201708453 PERMIT NO: 201708453 ISSUED: 10/19/2017 JOB ADDRESS: 3917 Simms ST EXPIRES: 10/19/2018 JOB DESCRIPTION: Permit to remove and replace existing furnace. 110K BTU. *** CONTACTS *** OWNER (720)308-0677 EGAN PAUL M SUB (303)421-2161 Stephen Lanyon 017835 Blue Sky Plumbing *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 3,800.00 FEES Furnace Replacement 40.00 Total Valuation 0.00 Use Tax 79.80 ** TOTAL ** 119.80 *** COMMENTS *** *** CONDITIONS *** Work shall comply with 2012 IRC & 2014 NEC. Per IRC Sec. R314, smoke detectors are required to be installed in every sleeping room, in hallways outside of sleeping rooms, and on every level of the structure. 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 ermrt. I further attest that I am ]e ally authorized to include all entities named within this document as parties to the work to be performed and thaork toy be performed is d►sclosed in this document and/or i' accompanying approved plans and specifications. Signature of `TOWNER 6r CO)4`fl;�ACTOR (Circle one) Date V ' I. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees 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 an 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 ting of a p rmit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable co a t nice o r ulat' n of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of j�q;rWh6atP,jAie COMMUN[Ty DEVELOPMENT Building & Inspection Services Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm its(cDci.wheatridge.co.us I FOR OFFICE USE ONLY Date: Plan/Permit # I -OL -1 0 T 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: -�)Cl `�� f ms Property Owner (please print): 1�1C1(� u F. -Pay) Phone: Property Owner Email: Mailing Address: (if different than property address) Address: City, State, Architect/Engineer: Architect/Engineer E-mail: Contractor: ' 0 Phone: Contractors City License #: Q 1 �� Phone: a,-)3 Contractor E-mail Address: 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 R�51Q'�NTIz4L; 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.) �L no �\)(Ynac , Sq. Ft./LF Amps Btu's t 10 V—, Gallons Squares Other Pr 'elct 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 1 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) (ONTRACTOR,or (AUTHORIZED REPRES NTATIVE) of (OWNER) (CONTRACTOR) Electronic Signature (first and last name): DATE: 1012 -11 -4 - ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: DEPARTMENT DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: Building Division Valuation: $ INSPECTION RECORD Inspection online form: http://www.ci.wheatridge.co.us/inspection Cancellations must be submitted via the online form before 8 a.m. the day of the inspection Inspections will not be performed unless this card is posted on the project site Request an inspection before MIDNIGHT (11:59 PM) to receive an inspection the following business day PERMIT'ZO -1,� ADDRESS:, �((�j 5100 WJ' JOB CODE' Foundation Inspections Date Inspector Initials Comments 102 Caissons / Piers 103 Footing / P.E. Letter 4, 104 Foundation Setback Cert. 105 Stem Walls 106 Foundation wall Insulation C„ Hot Pour Concrete Prior To Approval Of The Above inspections Underground / Slab Inspections Date Inspector Initials Comments` 201 Electrical / Cable/ Conduit 202 Sewer Underground Int. 203 Sewer Underground Ext. 204 Plumbing Underground Int. 205 Plumbing Underground Ext. 206 Water Underground Do Not Cover Underground or Below / In -Slab Work Prior To Approval Of The Above Inspections Rough Inspection Date Inspector Initials Comments 301 Rough Framing 302 Wall Sheathing 303 Roof Sheathing 304 Sheer Inspection 306 Mid -Roof 307 Metal / Lath / Stucco 308 Rough Electrical Residential 309 Rough Electrical Commercial 310 Electrical Meter Residential 311 Electrical Meter Commercial 312 Temp. Const. Meter 313 Rough Plumbing Residential 314 Rough Plumbing Commercial 315 Shower Pan SEE OVER FOR ADDITIONAL INSPECTIONS PERMIT ADDRESS: �'//� c�rn.,,�c��-�.JOB CODE: Rough inspection (continued) Date Inspector Initials Comments 316 Rough Mechanical Residential 317 Rough Mechanical Commercial 318 Boiler / Furnace 319 Hot water tank 320 Drywall screw and Nail 321 Moisture board / shower walls 322 Rough Grading 323 Miscellaneous Final Inspections Data Inspector Initials comments 402 Gas Meter Release 403 Final Electrical Residential 404 Final Electrical Commercial 405 Final Mechanical Residential 406 Final Mechanical Commercial 407 Final Plumbing Residential 408 Final Plumbing Commercial 409 Final Roof 410 Final Window/Door 411 Landscape/Park/Planning* Inspections from these entities shall be requested one week in advance. *For landscaping and parking inspections please call 303-235-2846 **For ROW and drainage inspections please call 303-235-2861 ***For fire inspections please contact the Fire I Protection District for your nroiect. 412 Row/Drainage/Public Works** 413 Flood plain Inspection** 414 Fire Insp. / Fire Protection*** 415 Public Works Final** 416 Storm Water Mgmt.** ! . ^ 7 ,_; , �, ._, ,. _. ;-hi, .`_�.. '..J Final inisp ction, i 418 Building Final Inspection 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 by the Fire District and Electrical low voltage by the Building Division. s ► i City of Wheat Ridge Residential Roofing PERMIT - 201707827 PERMIT NO: 201707827 ISSUED: 09/28/2017 JOB ADDRESS: 3917 Simms ST EXPIRES: 09/28/2018 JOB DESCRIPTION: Residential Re -roof to install OC asphalt shingles - 30 sq Pitch = 5/12 *** CONTACTS *** OWNER (720)308-0677 EGAN PAUL M SUB (303)981-1265 Jon Lowrie 100243 Monarch Construction & Roofing *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 17,051.00 FEES Total Valuation 0.00 Use Tax 358.07 Permit Fee 331.10 ** TOTAL ** 689.17 *** COMMENTS *** *** CONDITIONS *** Midroof & Final Roof inspections for ROOFS 6/12 PITCH & OVER: 3rd party inspection will be required for both the midroof and final inspections. The 3rd party inspection report AND THE ORIGINAL PERMIT CARD needs to be dropped off to the Permit Desk at the City of Wheat Ridge. The report MUST BE SIGNED by the Homeowner. REGARDING ROOF VENTILATION: Roof ventilation shall comply with IBC Sec. 1203.2 or IRC Sec. R806. The installation of ridge venting requires the installation or existence of soffit venting. For calculation purposes, one hat or turtle vent equal to one-half of one square foot of opening. 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) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. 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. Midroof & Final Roof inspections for ROOFS 6/12 PITCH & OVER: 3rd party inspection will be required, the 3rd party inspection report AND THE ORIGINAL PERMIT CARD needs to be dropped off to the Permit Desk at the City of Wheat Ridge. The report MUST BE SIGNED by the Homeowner. ► A City of Wheat Ridge Residential Roofing PERMIT - 201707827 PERMIT NO: 201707827 ISSUED: 09/28/2017 JOB ADDRESS: 3917 Simms ST EXPIRES: 09/28/2018 JOB DESCRIPTION: Residential Re -roof to install OC asphalt shingles - 30 sq Pitch = 5/12 I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications2 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 legally a horized to include all entities named within this document as parties to the work to be performed and that ill work to be performe is disclosed in this document and/or its' accompanying approved plans and specifications. -o2_9 -,2-oj Signature of OWNER or CObOfRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanyingplans 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 0iting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable cod . r a �ortdinance olati of his 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. Ilow W_ I"" at_= It P* Top 1% of roofing contractors �pW�� r4xVWt1"0' nu flRrTFi9D ort k8f&PSF f4d3HT �dl IMF*e'�i¥r€'"`m,a ar Cuseanzertvama tiiCl. Address 3917 Rhone /. Q .r {"a tr."fyo LfrwG 4�iFhene Ernav'A– insurance company } f .+ / Ciakn Monarch ConsbupM & Rotrhrg, LLC will be referred to kr this contract as Cdr The scope of work and materials identified ter are the smPe of wort recommended by Motarch Consthm*n & Roofing, Monarch is not obligated to Worm any parrot me MPO dMOk that's not approrsd by the insurance company tahkss you authorize the work and agate to pay for this additonalwork, Sear eft all existing layers {! taye£si Tear off este layer of wood shake shingles �i 3 ng (711 " O ) sheets of OSB are inoude$ each additional sheet will be $65 � sheet Install #sw Jneedayrne it 151b 301b.-kyoth, tall Pira.Painted metals to code grown Charcoal Tan Gray White Other_ m.._... aliey(sfi veli! be dosed with ice S water shield L`l laUeyls# veil. be open _ Y _ Ridge tsj to be oft-cotlydimted with shingle t dgle(s) to be High-Proftie and colomoordnaled with shingle step new pipe jacks �00ace vents as needed Re -flash chimney(s) and ail wail abutment as needed Install Ridpvent ..,_t;P Ne,lwtall fee & Wafer shield per code, as well as all vents and skylights M_ nstail 0 nails per shingle as required by cityAcounty codes, JVD Satelliter 00 Alignment leach ous"umer velli meed t a contact tf eprov ter to e aNritn dtsh rite£ roof iaslaitation} V!✓L loci tmspec#ions a rift be evmpieted as cityfCourit �a midosys, i ¥rave read the ttaetc of cantraet#3 5 yeaf workmanship waaranty on root ng all other c nstructiaf trades well receive a 1 yr, workmanship warranty acfended Warratty Per Sq. $ _..__.� GkrGkos: livens Cornintk Platinum GAF 4ttxtareh��sh ehlo, xt,d}6f} genera! a rogats ✓✓_ iii#orrnsiicsweeRemove and deb€ s frrxn work dieted _ Gutters AC? LF Size 54nch or 64rreh Calor: _...,.....; 'rGt hnt. Replace Gutter Screens Type: A,1j,,,"t Insurance finds' Arad kA IrrG !W # m e P9e r onpany ` Yes —No (If yes please camptefe the third party authorization form) a�18Cial ttt8�NCuo"S i'7 d!*.r3 J' "..R�f t...t_�t/ A, ri,s,.r1^ .s _ - /9 The appro L ais cost of the serukxes based on damages known at t`,e time ttus contract s entered is , .2 _�elaamtarer b %� .. 01 arsuranca. Monarch vele pP y company y f FA pOdOthnthe soaps of work a roved b the insurance co . r4unarch w ti suppreara:nt to m Priced taw, t Included or items ended m pass kattntnunly codes, *b`a may increase initis' dollar amount that insurance s layrng ori#. Styaprementat dam billed by Monarch that are aPProv by the insurance company for addiUorral work or ncreases in om become a pan of Ibis contract The [trial scope and once agreed an between the irmrance company arsd Monarch shall trscorre the rrnal CUMrad price for the insurance approved scxapa t uatomer veli be responsible to pay #or any upgrades: deductlbb, non recoverable deprecation or additional work authnrketr tate customer that the imurance company d�ern irvs 16 notcovered within the scope of cuver;�ta provided by your insurance poky, by Approximate Dates of Service: { � -2,01��r _ these dates td service are subject to Change doe to unusual delays in transportation et matettais, Payment delays, I tuance approval, ondhwry weather delays, or by any tither causes beyond reasonable control of Monlreb. Mimuch will provide commurdCaltiento customer to show tentative, dams, Notice.11the "arty owner plans to use pmm%* of a ny end onueRy ansurafhae P014 ies+sd Wmuant to Part i M article 4:10on 6-22-105. the moling contractor caw, a R,S_. to pay tar ihs ruff$ work pursuant to Paymento the cvvurad as arida properly_ pay, waive. re�ate, or pmmISe to pay, we", or rebate all or pan of any irrstnance dadr sin applicable to lours rr a cfaar for 11wel hereby authorize & rnsEm-t the insurance company & tienhokiers to t%brie the rano of Monarch Conte & Rooflaq LLC as rxr-trayee On any suhrequam foss draft or checks akar today's date as indicated above I (we) auiitame any kpi 'afraftrIaliVe arxkor agent of MMWCh 00MM ctira r d obtain Infomrabon naoessar r ha � any to no Pres to the palm number refan3riced alveus. i Awa; turprerautucrim M"rdr to pick UP in Person any lass draft or checks on my,+ave behalf and behalf of ion a, LLC eoa work Or, mnrOf vt y l rnCnr frgn Ptce.Dr Perth miner camp amdret fats# ' & Rst�ir LLC i:� ck�ir�geed ?.""q ma bite" at the WAVU ptopett'i sue W hm I (we) agree, by signing below, to all the contract conditions, troth front and baric of this agreement, Data Of Acceptance: CusAaruerSgnalureisl Mortara Re"wesantative- ms=s i c Dane Lovett � 0 q 0 / � From: no-reply@ci.wheatridge.co.us Sent: Tuesday, September 26, 2017 2:47 PM To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application Follow Up Flag: Follow up Flag Status: Completed 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 1 Property Address 3917 sim'1 ms st Property Owner Name paul egan Property Owner Phone 7203080677 Number (enter WITH dashes, eg 303-123-4567) 185 Property Owner Email Field not completed. Address Do you have a signed Yes contract to reroof this property? Applications cannot be submitted without an executed contract attached below. Attach Copy of Executed legal contract.pdf Contract CONTRACTOR INFORMATION Contractor Business monarch construction Name Contractor's License 100243 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone 3039811265 Number (enter WITH dashes, eg 303-123-4567) Contractor Address 5300 broadway (Primary address of your business) Contractor Email Address permits@monarchroofs.com Retype Contractor Email Address DESCRIPTION OF WORK TOTAL SQUARES of the entire scope of work: Project Value (contract value or cost of ALL materials and labor) Are you re -decking the roof? Is the permit for a flat roof, pitched roof, or permits@monarchroofs.com 29, 17051 No/ Pitched roof (2:12 pitch or greater) 186 both? (check all that apply) What is the specific pitch 5/12 of the PITCHED roof? How many squares are 30 part of the PITCHED roof? Describe the roofing owens corning materials for the PITCHED roof: Type of material for the Asphalt PITCHED roof: Provide any additional house and shed detail here on the description of work. (Is this for a house or garage? Etc) 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 187 submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Name of Applicant jon lowrie Email not displaying correctly? View it in your browser. 188 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: // 'AKA 1l� Job Address: 91% -5 Aim Permit Number: 0/73 ❑ No one available for inspection; Time H., AM/FM. Re -Inspection required: Yes`` No When corrections have been made, call for re -inspection at 303-234-5933 Date: //, � '/ 7 Inspector: �. �a/,4 �r-- DO NOT REMOVE THIS NOTICE INSPECTION RECORD OccupancylTVpe ®'INSPECTION LINE: (303) 234 -5933 Inspections will not be made unless this card is posted on the building site Call by 3:00 PM to receive inspection the following business day. I r INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB FOUNDATION INSPECTIONS DATE !: INSPECTOR - INITIALS .'COMMENTS:' FOct rigs /Caissons Stemwall / (CEG).Concrete Encased Ground Reinforcing or Monolithic Weatherproof / French Drain Sewer: Service Lines Water. Service Lines INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLIC WORKS SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. POUR NO CONCRETE U NTIL AB HAS BEEN SIGNED r` T CONCRETE SLAB FLOOR Electrical (Underground) Plumbing (Underground) A Heating (Underground) DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED ROUGHS Lath/ Wall tie Mid -Roof Electrical Service r Rough'. Electric T Rough Plumbing Gas Piping Rough Mechanical ;. ABOVE INSPECTIONS TO BE SIGNED PRIOR TO PROCEEDING' Framing r Insulation r.' CER 0( a. FINALS Electrical Plumbing Mechanical Roof Building Final Fire Department R O.W &(Drainage INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLIC WORKS SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. Parking & Landscaping ** NOTE: ALL ITEMS MUST BE COMPLETED. AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A -. TIFICATE OF OCCUPANCY 7S ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE.AUTHORIZATION OFA CERTIFICATE OF OCCUPANCY.. NOR PERMISSION FOR OCCUPANCY. HER ♦ i CITY OF WHEAT RIDGE r f Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE 'e. •'`Fiw Inspection Type: 6F1 Job Address: .3917 <I wln5 5l Permit Number: 101.253 APPPay2 ❑ No one available for inspection: Time / AM /ff Re- inspection required: Yes CNED When corrections have been made, call forr inspection at 303 - 234 - 5933 Date: ZZ Inspector: DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division I (303) 234 -5933 Inspection line r (303) 235 -2855 Office • (303) 235 -2857 Fax INSP CTION NOTICE Inspection Type: Job Address: Permit Number: h ❑ No one available for inspection: Time AM /PM Re- Inspection required: Yes No * When corrections have been made, call for re- inspection at 303 - 234 -5933 Date: IR pector: & , DO OT REMOVE THIS NOTICE - ♦ i CITY OF WHEAT RIDGE fj Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 235 -2857 Fax INSPECTION NOTICE Inspection Type: Mid' lfr rr Job Address: Permit Number: 0-1 - P 142 ppl r) rnR,f)i ❑ No one available for in7 ion: Time fl f AM PM Re Inspection required: 0 Yes l No "When corrections have been made, call for re- inspection at 303 - 234 -5933 Date: - 1� ° �. � Inspector: A JQ , P, DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE � Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 235 -2857 Fax INSPECTION NOTICE Inspection Type: Il,' - arnfi r Job Address: 2917 � ,'t✓rvj ( � t Permit Number: 01 ;,� IO° n , i I�F rus�nt ❑_ No one available for inspection: Time AMOM) Re- Inspection required: Yes �0 1 When corrections have been made, call f r r in pection at 303 -234 -5933 Date: r`!� (� Inspector: ; . 15� DO NOT REMOVE THIS NOTICE I 4 E City of - rZoPr Wheatl 'ge COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 29 AVe., Wheat Ridge, CO 80033 Office: 303 - 235 -2855 * Fax: 303 - 237 -8929 Inspection Line: 303 - 234 -5933 Building Permit Application Date: 1�51 � l 0 Plan # m Permit # ®D 63 RopertyAdtlress 391 S; mwtS S 1. �Wl\� C (0 9' Property Owner (please print) QQU q. C)� n Phone: - 7 ap -3o g Mailing Address: (if different than property address) Address: C a VVI 2 City, State, Zip: Contractor: Contractors City License M Electrical: City License # Plumbing: City License # Descnbtion�of work:. ohs ulla�rb" of a r'cz'j SfnrrnJeshror �e shed iS /c7 `Wide iv' 1-017_1 Squares BTU's Gallons Phone: Mechanical: City License # $ ontract Value: -3 /�� f� Q,� Review Fee (due at time of submittal): Ft. $ G) 5 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: ��/bh r \IQv ��(tin SIGNATURE: •, DATE: Bldg Valuation: o� wr+F,gr� �`...�, City of Wheat Ridge Building Permit Submittal List cO �ORA'O C The following items are required for the minor building permit submittal for the property located at Sq I`j _S %& ms S-(-. ' If any of the required items are not included in the submittal, the submittal will be considered incomplete and returned immediately without review. Minor permit is defined as: fence installation, signage, decks or covered patios, concrete work in excess of 500 square feet, sheds, garages and over the counter permits. You do not need to submit a site plan with over the counter permits. This sheet must be submitted with the building permit application. Please initial beside each required item, signifying that it has been included. Review Required by: ❑ Building ❑ Planning ❑ Public Works SUBMITTAL DOCUMENTS: �( PLANS: u One (1) site plan Contents of plans detailed in the minor permits handout One (1) Elevations /details page DOCUMENTATION: a One (1) completed building permit application 2 One (1) property deed D One (1) building permit submittal list Call the inspection line before 3 p.m. for a next working -day inspection City of Wheat Ridge Community Development Department 7500 W. 29" Avenue Wheat Ridge, CO 80033 Building Division - 303.235.2855 Planning Division - 303.235.2846 Inspection line- 303.234.5933 www.ci.wheatridge.co.us Search Real Estate Index: Index Detail - Jefferson County Clerk/Recorder Web Access Page 1 of 2 prope 4-°( Oeed 'too °$ Jefferson County Colorado: c, ® County Clerk & Recorder - Pu blic Access Search Real Estate Index: Index Detail Home General Legal Description Related Documents Document Detai Instrument #:2006062275 Multi Seq:0 Data Recorded: 05 124/2006 01:39:33 PM Document Type: WARRANTY DEED Book:0 Page:0 Remarks: # Pages in Image: I Image: Name 1 P BUTCHER DAVIDA 2 P BUTCHER BARBARA A Nam 1 P EGAN PAUL M 2 P EGAN CYNTHIA K Re tur n ee Name: EGAN PAUL M Address: 3917 SIMMS ST City, State, Zip: WHEAT RIDGE CO 60033 https: / /Iandrecords.co jefferson.co.us/RealEstate/SearchDetail.aspx?doc1d= 2006062275 &... 5/13/2010 Property appraisal system Property Information 1 OF 1 Page l of 2 GENERAL INFORMATION Schedule: 400560 Parcel ID: 39- 204 -04 -014 Print Hell) Status: Active Property Type: Residential Property Address: 03917 SIMMS ST Owner Name(s) WHEAT RIDGE CO 80033 3871 ELAN PAUL M Mailing Address: SAME ADDRESS AS PROPERTY EGAN CYNTHIA K Neighborhood: 2403 - APPLEWOOD VILLAGES, PROSPECT VALLEY AREAS PROPERTY DESCRIPTION Subdivision Name: 510000 - MCLAUGHLINS APPLEWOOD AMD Block Lot Key Section Township Range Quartersection Land Sqft 1309 0013 Good 20 3 169 SE 9872 Total 19872 Asse Parcel M aps Associated with Schedule mao39- 204.odf SALE HISTORY Graphic Parcel Mao MaoOuest Location Adjusted Year Built: 1988 Areas Quality Construction Sqft FIRST FLOOR Good M 1309 SECOND FLOOR Good F 1319 BSMT TOTAL Good Warranty Deed - Joint Tenancy 1041 ATTACH GARAGE Good F 744 BSMT FINISHED Good Warranty Deed -Joint Tenancy 989 COVERED PORCH Good 160 Sale Date Sale Amount Deed Type 10 -22 -1986 44 Plat 10 -08 -1987 48,000 Warranty Deed 01 -29 -1988 192,900 Warranty Deed - Joint Tenancy Men 08 -03 -1998 335,000 Warranty Deed - Joint Tenancy 08 -21 -2003 425,000 Warranty Deed -Joint Tenancy 05 -18 -2006 470,000 Warranty Deed -Joint Tenancy TAX INFORMATION F20 2009; Year Built: 1988 Improvement Number: 1 View Mill Levy Detail For Year 2010 Mill Levy Information Tax District 3141 County TBA School TBA WHEAT RIDGE TBA REGIONAL TRANSPORTATION DIST. TEA http: / /www.co Jefferson. co .us /ats /displaygeneral.do ?sch= 400560 &offset =0 5/13/2010 PROPERTYINVENTORY Property Type RESID Design: 2 Story http: / /www.co Jefferson. co .us /ats /displaygeneral.do ?sch= 400560 &offset =0 5/13/2010 PROPERTYINVENTORY Property Type RESID Design: 2 Story SECURITY TITLE GUARANTY CO. 143 Union Blvd N 450, Lakewood, CO 80228 (303) 986- 7777Fax: (303) 986 -1301 BUYERS /BORROWERS CLOSING STATEMENT FINAL Buyer/Borrower; Paul M. Egan Escrow No: S0127268-130 ADF Cynthia IC Egan Close Date: 05/18/2006 Proration Dam: 05/18/2006 Prpptay: 3917 Simms Street Wheat Ridge, CO 80033 LOT 13 MCLAUGHLINS APPLEWOOD AMD TOTAL CONSIDERATION: Total Consideration $470,000.00 Deposit/Eamest Money 10,000.0( NEW AND EXISTING ENCUMBRANCES: Principal Amount of Loan from Wells Fargo Bank, N.A. 130,000.0( Second Mortgage from Wells Fargo 316,500.0( NEW LOAN CHARGES: Loan Origination Fee to Wells Fargo Bank, N.A. 1,300.00 Appraisal Fee to RELS 350.00 Credit Report to RELS 22.40 Tax Service Fee to WF RETS 78,00 Underwriting Fee to CMA 400 Flood Life of Loan Fee to WFFS -16.00 Processing Fee to CMA 295.00 Hazard Insurance m Wells Fargo Bank, N.A. 279.51 3 mos. @ $93.17 /month County Property Taxes to Wells Fargo Bank, N.A. 702,81 3 =a. @ $234.27 /month Aggregate Adjustment to Wells Fargo Bank, N.A. (0.05 mos. @ $ /month Prepaid Interest to Wells Fargo Bank, N.A. 286,72 @ $20.4800 per day From 05118106 To 06101106 Hazard Insurance Premium for I year($) to State Farm Insurance 1,118.00 ESCROW CHARGES Closing Fee to Security Title Guaranty Co. 120.00 TITLE CHARGES: Lenders Policy $130,000.00 to Security Title Guaranty Co. 344.00 Loan Prep & Dish. Fee to Security Title Guaranty Co. 120.00 RECORDING FEES: Recording Fees to Jefferson County Clerk and Recorder 116.00 State 'Fax Stamps to Jefferson County Clerk and Recorder 47.00 Record Assignment to Jefferson County Clerk and Rec 11,00 ADDITIONAL CHARGES: BOA Transfer Fee to McLaughlin Applewood H.O.Assoc 50.00 PRORATIONS AND ADJUSTMENTS: County Taxes From 01/01/06 To 05/18/06 1,055.18 Based on the Around amount of $2,81124 2006 HOA From 05118106 To 12/31/06 124.38 Based on the Annual amount of$200.00 Credit Paid By Lender 350.00 475,780.77. 457,905.18 Sub Totals Balance Due From Buyer/Borrower 17,875.59 Totals ceu Ton 91 enx ven �� APPROVED AND ACCEPTED Sales or use taxes on personal property not included. SECURITY TITLE GUARANTY CO. assumes no responsibility for the adjustment ofspecial taxes or assessments unless they are shown on the Treasurer's Certificate of Taxes Due. The condition oftide to the property is to be determined by reference to the title evidence provided by Seller or by personal investigation. The above statement ofsculement is approved as ofthe settlement date shown above and Escrow Hold Y;ZborizAto disburse as Trustee funds as indicated.. Paul M. Egan Cynthia C gan Broker /Agent bsllf2/9/05 Closing Agent Security Tide Guaranty S '7 ) -7 � ilk f Wh Pnf �Ig Y, ra �Iw C 12 4 c? m TRUSS NAIL PLATES ARE = EAGLE METAL PLATES O ([CC #ESR1082) w RAFTER MANUFACTURED = BY TUFF -SHED J :E PR SHED UP TO 12' WIDE x UP TO 24' LONG REFER TO THE TRUSS DESIGN FOR PREMIER SERIES LUMBER SIZE, PLATE SIZE, AND f_ P R IVI R SERIES S TRUSS SPACING NOTES: COLLAR TIE REQUIRED ONLY AT 1. BUILDING CODE: 2006 IBC & IRC 12' WIDE SHEDS DOUBLE TOP PLATES 2. DESIGN LOADING: WIND SPEED & EXPOSURE: 110C WALL FRAMING TO BE 2"x 4" ROOF LIVE LOAD: 40 PSF NO REDUCTION HF STUD GRADE OR ROOF DEAD LOAD: 10 PSF BETTER @ 16" O.C. STEEL SHED BASE: SEE DETAIL 4 zo t IL`_ UP TO 12' -0" WIDE O BUILDING SECTION cue XTs. DOUBLE TOP PLATE DOUBLE TOP PLATE HEADERS FOR OPENINGS UP TO 4' -0" (2 2" x 4" HF #2 OPENINGS 4' -1" TO 8' -0" SEE DETAIL KING STUD 1/2" PLYWOOD SPACER HEADERS FOR OPENINGS UP TO T -0" (2)2 "x4 "HF #2 2"x 4" WINDOW SILL TRIMMERS FLOOR DECKING BASE PLATE - KING STUD FOR WINDOW OPENINGS UP TO T -pr IER SERIES W1h D0N HEADER DETAIL FOR UAD'BEARING WALLS SCPLE: NTS. Order #. TUFF SH E D C�StomE 4tpt; -age BLnldings & Garages{ bite Add TUFF SHED INC E S Y '9500 GRAPE ST `' r 11yTt 1 Rj u e •( .2 i DENVER CO BcO16 d BDII Rb➢.Y f _ e ,IePB) TUFF yi. a . ?� STORE 20, EARTH ANCHORS FOR THIS BUILDING ARE OPTIONAL. IF REQUIRED BY YOUR LOCAL MUNICIPALITY, ANCHORS ARE AVAILABLE AT TUFF SHED. SEE SALESPERSON FOR PRICING. 3. FOR SHEDS WHICH OTHERWISE MEET THE PRESCRIPTIVE REQUIREMENTS OF THE 2006 IBC & IRC ALL SHEDS CONSTRUCTED ACCORDING TO STANDARD CONVENTIONAL CONSTRUCTION. METHODS. NAILING: ROOF: ATTACH 15132" CDX PLYWOOD SHEATHING TO TRUSSES WITH 8d NAILS @ 6" O.C. AT EDGES 8d NAILS @ 12" O.C. IN FIELD WALLS: ATTACH 1/2" DURATEMP TO WALL FRAMING WITH 8d NAILS @ 6" O.C. AT EDGES. 8d NAILS @ 12" O.C. IN FIELD HEADER: ATTACH HEADER TO STUD WITH: 4 -8d TOENAIL OR 4 -16d END NAIL DOUBLED HEADER -16d @ 16" STAGGERED FACE NAIL _. KING STUD 2" x 4" TOP TRIMMER PLATE BASE PLATE - 2" x 4" HF #2 FOR FLOOR DECKING 702" OPEGS 4' -1" TO 6' -0" - LVL FOR PENINGS 6' -1" TO 8' -0" FOR OPENINGS UP TO 8' -0" ON PREMIER SERIES SIDE WALLS - 2 "x6 "HF #2 FOR OPENINGS 4' -1" TO 6-0" -2 "x6 "LVL FOR nocnuellc I n• Tn o• n•. CRIPPLE STUD TRIMMER STUD ' '— DOUBLE 2"x 4" HEADER FOR OPENINGS UP TO 8' -0" WIDE 3 HEADER DETAIL FOR NOW LOAD BEARING WALLS SC E: NT.S. #8 x 3" FLAT HEAD — SELF- TAPPING SCREWS SPACED @ 24" O.C. 3/4" APA OR TECO RATED T &G FLOOR DECKING 2"x 6" STEEL - -� JOISTS @ 24" O.C. #10 x 3/4" PANS =G \� HEAD SELF - TAPPING SCREWS (2 PER TAB) VENT HOLES @ 24" O.C. J OPTIONAL LEVELING BLOCKS 2" x 6" STEEL TRACK EACH END 1 I I 1. STEEL SHED FOUNDATION: 2" x 6 " -16 GAUGE STEEL TRACKS G185 ZINC COATED 2" x 6 " -16 GAUGE STEEL JOISTS G185 ZINC COATED @ 24" O.C. (SUPPLIER: ALLIED STUDCO (JOIST: 600S 162 -054 /TRACK: 600T125- 054)ICC ER- 4943P. 2. 3/4" APA OR TECO RATED TONGUE AND GROOVE FLOOR DECKING. 24" MAX PANEL SPAN, STAGGER PANEL LAYOUT. 3. FASTEN FLOOR DECKING TO JOIST & TRACKS USING #8 x 1 -5/8" MINIMUM LONG SELF - DRILLING SCREWS @ 12" O.C. NO BLOCKING REQUIRED. ALL EDGES SHALL LIE ON FLOOR JOISTS. STAGGER PANEL LAYOUT PER APA CONDITION 1. 4. FASTEN SOLE PLATE THROUGH FLOOR DECKING INTO JOISTS OR TRACKS WITH #8 x 3" GALVANIZED SELF - DRILLING SCREWS @ 24" O.C. 5. ALLOWABLE FLOOR LIVE LOAD: 75 PSF FOR STEEL JOISTS CONTINUOUSLY SUPPORTED. 50 PSF FOR JOISTS ON BLOCKS AS SHOWN. 6. USE OPTIONAL CONCRETE BLOCKS AS REQUIRED TO LEVEL BUILDING: SUGGESTED SIZES: 2" x 8"x 16 ", 4"x 8"x 16 ", OR 8" x 8" x 16 ". BLOCKS UNDER JOISTS SPACED @ 10' -0" O.C. MAXIMUM. BLOCKS UNDER TRACK SPACED @ F -0" O.C. MAXIMUM. (A) SHED BASE DETAIL SCN.E: N.TS. TITLE _ �SAH 1 E DRAWI AND THE PR DRAWINGS BY: TUFF SHED INC. �, BUILDING SECTIONS Dawn By: OF U F INC THESE D 'W' 'E MR A REV. LEVEL 01 HEADER FRAMING DETAILS SHEET — Date: 08/12/08 ..... - aultDl suPPUeD - IN HOUSE DRAFTING DEPARTMENT ..AND BUILT B_Y ",TUFFSHED . 1777 S. HARRISON STREET Cheeked By:� _ R� AN� �1$E IS DENVER, COLORADO 80210 :-- ... --- -- ate " 'FORBIDN BY TUFF SHED (303) 753 -TUFF RE. —� ...-. 1r fNGINEER OF Scale: N.T.S. RECORD. TUFF 6HEDINC. ASSUMES ALL RESPONSIBILRY FOR THE CONTENT OF THESE DRAWING6 AND THE. CONSTRUCTION OF THE BUILDINGS SHOWN HEREIN. TITLE _ DRAWING NO. 020 -PR -01 BUILDING SECTIONS SHED BASE DETAILS REV. LEVEL 01 HEADER FRAMING DETAILS SHEET NOTES - 2006 IBC &IRC - 110C - PAGE 1 OF 1 APPROVED_ °otoan�o Subject to Field inspections Wheat Ridge Building Department Wheat Ridge Building Dept. roved Date; 7 -l D Signed:. BUIL G ( OFFICIAL DATE Validity of permit: The issuance of a permit or approval of plans, specifications _. - Man checker - and Computations shall not be a permit for, or an approval of, any violation to any of the provisions of the building code or of any City ordinances. PefmBs presuming to give authority to violate or cancel the provisions of the Building code: nr other ordinances of the City shall not he valid. City of Wheat Ridge F V, Residential Roofing PERMIT - 091218 PERMIT NO: 091218 ISSUED: ..08/11/2009 - JOB ADDRESS: 3917 SIMMS ST EXPIRES: 02/07/2010 DESCRIPTION: Reroof-. 32.5 sqs with GAF shingles ***CONTACTS owner 303./233-5860 Cindy Egan sub 303/422-2725 Gary Theriaque 02-1170 Bear Brothers Roofing PARCEL INFO ZONE.. CODE: UA' USE: UA N SUBDIVISION: 0125 BLOCK/LOT#: '.0/ **FEE SUMMARY ESTIMATED PROJECT VALUATION: `9,000.00. FEES Permit Fee, 217.50 Total Valuation ,00 rv. - .5 Use Tax 162.00 iCp' **.TOTAL 379.50 l` Conditions 6,nail installation mid-roof inspection required. Board sheathing spaced more s, thana 1/2 of an inch apart requires plywood overlay on entire roof. Iceand w, water shield. required from eave edge to 21 inside exterior walls. Subject to field inspections. hereby certify that the setback distances proposed by, this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge. or covenants, easements or. restrictions. of record;. that all measurements. shown, and. allegations made are accurate;.. that I have read and agree. to abide by all conditions. printed on this " application and that I'. assume full responsibility for compliance with. the Wheat Ridge Building Code.(I.B.C) and all other.' ap i able Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. Y (nyr~~a Sig toe of contr c r/owner ate 1. This permit was issued in accordance with the. provisions set forth in your. application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge,. Colorado or any other applicable ordinances of the City. 2. This permit shall expire. 180 days. from the issue date.. Requests for an extension must. be received prior to expiration 'x date. An extension may be granted at the discretion of she Building Official. jl w 3. %If this permit expires,a new. permit may be :acquired fora fee: of one-half the amount normally required, provided no i.:changes. have been or. will be made in the original plans and specifications and any. suspension or abandonment has not. " exceeded one (1) year.. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. ~ 4. No work of any manner'. shall be done that will. change the natural flow of water causing a drainage problem. ' 5. Contractor.: shall. notifythe. Building Inspector. twenty-four (24) hours in advance for all inspections and shall receive. C;, written approval on inspection card before :proceeding with successive phases of the job.: y 6. The. issuance: of apermit or the approval of drawings and specifications shall not be. construed to be a permit for, nor.. an approval of, violation of the provisions of the building codes or any other ordinance, Is., rule or regulation. All. pla s subject to field inspections. - Signature Ch "f Building Official date INSPECTION REQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 ,REQUESTS MUST BE MADE BY.3PM ANY BUSINESS DAY. FOR INSPECTION THE FOLLOWING. BUSINESS DAY.. A 4' Cz U0140 -City of Wh6at j1d 1 h Date:t~ ("l - CMMUNTIYDEVELOPMENT~..` Permit#:~J~ r~I- Building Division I 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Facsimile Building Permit Application Property Address: Aq t-~ ")I M tk Pw?a~ Property Owner (please print): p, ~ Phone: Mailing Address: (if different than propertyerty a' ddrWs) Address: Contractor: Contractor License Sub Contractors: Company Name: License Expiration Date: Trade/Profession: Approval: Use of space (description): 7/d 11 Description of work: C ~c ] ( ( 6AF f nh,~, Plan Review (due at time of submittal): $ sq. Ft.lL.Ft added: Squares BTU's Gallons Amps OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT 1 hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridgeor covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to ri spection. CIRLCE ONE:: (OWNER) C OR) or PERSONAL REPR E of OWNER) (CONTRATOR) PRINT NAME: - SIGNATURE Date: ZONING COMMENTS: Zoning: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: DEPARTMENT USE ONLY aUIL.DING DEPARTMENT COMMENTS: Reviewer. FIRE DEPARTMENT:: Q approved wl comments ❑ disapproved ❑ no review required OCCUPANCY: Bldg Valuation: $ Credit Card Payment: Use credit card listed on file. Date: Print name: Signature: Building Permit PermitNumber 18935 CTTY OF WHEAT RIDGE 7/7/2005 7500 West 29TH Avenue Wheatridge, Co 80033 /nspection Llne 303-235-2855 303-234•5933 Residential Mechanical PROPERTY 3917 Simms St Unit oWNER: David Butcher (303) 762-1421 Descdption . Insta113 1/2 ton A/C unit & wire accordingly. ~ 1 l J 1 5 a- f Wheat Ridae PRESCRIPTIvF FucoGY COfl[s BOILERS 1 FURNACES A MINIMUM OF 90% AFUE OAS WATER HEATERS A MINIMUM OF .60 ENERGY FACTQIt ELECTRIC WATER HEA7ERS A MINIMUM OF.93 ENERGY FACTQk SETBACK THERMOS7AT REpUIRED (EkCEPT HYDRONIC HEjT) R-21 WALL3 . R.36 CEILINGS ■ R-09 CRAWLSppCEg Units: Oceupancy: Walis: RooL• Stories: Sq Feet: 0 I hereby ttatify Net the WWack dbt. propaaM by lhis permil 2ppiimflon an Rixunte, aoe tlo oot vb6h applicabk ordiooow, rub or retd&tlow oftlu Citr e( Whnf AIdK ar wveoneG, eaummb or ree4ktlooe of rtroN; Net all meuuremenb ahowq ood vlleptlom mode ve wttuntr,lhat I Wve mE mE itQee m abMk dy all eooditboepiotetl on tbb sipplkatbq md tM1a[ Iiuume futl reepomWNty for compllcntt with the Wheat RWee Buildiop Cade (U•B.C.) awd a9 olher VpYeW4 Wpeat Rid`e ordlsupm, for worlc waer tbi, permie. SIQYm DATE 1 M. pttmit wu IuueG 1n aerord.vice with Me provieiem xt forlh In your eppikatlon cnA psubjevl to the laws of the Sbh otCobMO aod to Ne ZoeloL Reryhtlov eetl BuWLaq Code ot Whut R{deq CalorWO or my o1Fer upplkahle o.dimnm af ehe Ciry. 3 'fh4 pomlt Wtll ezpirc If (p) Me work authaA¢d ie not commmad wbhN ~izry (60) drya from Wue dete or (B) Me bWlAine auNorYetl 4 w. mJeE w abaeUOOed for a pMOA of 120 drye. 3 IttYb pernlt vpirp, a n<w permlt mry be atyuired fbr a fu afono-6aHthe amouot normaly aqu4M, pmHEed no clueeea hrve beev or wlll be ude b the otlpal pbm aotl ffp¢IBuUOV and my mqreosbv or abmdoomeot M1u not ecuMM one (1) year. lfahmpu m made or Ifwmpaubo or Wandonneet exceW one (1) Yeuy toll @p thall be pala for . new pvmll. i No work of any manoer gup be done tAat wN eMnge the nawnl tlow of wanr eaminp a drainqe pmbkm. S Contrwctor AaN notlfy Me BudIONe Inryector twmry-faur (20) houn In atlvance for di Wpecllom end Mall rxeWe wdtten approval oo N,pectlan wrd bekrt Proaeetlin{ vflh mcmrJm phuev of Ne Job. 6 ~oee t or fbl ind ryeci0cntlom s6tl1 oot be covUUetl to be ~ perml~ foy uor ~n apprnvtl of, aey Hohtlon af We pm uW dm or any otha ortlio q i~w, rule or reeuhlbn. ne, .,nu. omome m. pewor SIGqED DATE Thursday, July 07, 2005 Page 1 of 1 Feb-07-00 03:42P DEVREVFAX 303 235 2857 P-02 DEPARTMENT OF PLANNING AND DEVELOPMf:NT Building Permit Number . BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 UVEST 29TH AVENUE WHEAT RIDGE, CO 80215 API'L1CATIo N PropertyOwner: J7f►viI> ac+TeuN e+'t^ Property Address : 341) 7 3 i~~a s>• Phone : 3~ 7G ~ y71 Contractor License No. : / `6y~ '64 Company : Cp,✓ T,eos.ww+~, .SyST~+.ty Phone _ OWNER'CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGRc?MENT ConsVuction Value ?Sdads' °lls I heroby cerily tnat the eetCaek distanees propoaeC Dy tnis pemiit apOutbn arc ac ;urste, Permit Fee . /Q g•'30 antl tlo not violale appliCabk or0lnanWS roles or regulabona W the Clly of Wheat Fli Ifle or covenanU, sasemonb or rostnCions of record; that ill msasurcments shown. and a egatione matle are accunte: thaf 1 have roaa tntl ayrce to abMe cy all condAions printetl or t is Use Tax : 3e • app6eaUOn, an0 thet t aasume fu11 re3po1154411iry for compliancs with the Wheat RiCp BuiMing CoCe NB.C.j and au other apPinblo WMat Rltlgs ordinancss, for worK untler Mls i ertntt. I TotBl 3 ~ (pWNEP.)fCONTPAC70R1 SIGNED ~ ~oare~-,/7•O5~ Use Dascription : 3%y -b" 'l~~ ww*" W'-" 'C', Approval : Zoning : ~ Approval : Approval : BUILDING DEPAR7MENT USE ONLY SIC : Sq. Ft. : Occupancy : Walls Root: 3rones: ResidentialUnits. Electrical Lieense Nn Company : Expiration Date : Approval : PlumMng license No : Company : Mechanical License No : Company : Expiration Date : Approvaf : Expiration Date : Approval : (i) Thk Pormn wea iuwG In aomdanca wih tM provie!on+ eei MT In yopur apaication e d o fuqsct m t1is lM', af U1! Stfte of CobriGo an0 b the i.oninq Rpuutbns sna BWldmp CoN of WMal RWqr. CMasao or arry atner pNieaOM aalM las of tM Ciry 1~ 7hp pmmil Mall arpita X(A) Ne waK wKbrizsQ is ^a coff"^sr~dwrNn gMy 1601 a> hm^ °we Aft a(B) Ne Duiding auMOelzeO ia eufDSnESO or apandoned {y a Pipp c(120 f. d~xt !18w DNn M wl:l Ca mBEa in N~ (a) II Wa OMm~ MPM. & n~w p*TA mor a Kauwa ra a na a a»harc m..mwm n~» nuh r.aw~, povww no 9!s orpaul Yym rq oro erq sM 'er a wmmnrrent Me not ~xwEa aw (t)Yw. it tlun9n +rc maCe or n awoeruion a coeiWOnrthnt .uce.a a» (1) r„r , nk r... wa a ww a~'m~. v~ S4) Pro vron ot NY monMr fMN be EerN IMt wil Ct17nOmO MMil eow of watar auWA &0100" D"m. ~s) caroscw snau notlry tM luI1E4p IroD~dojartxaiN4bur (14) houn in wvanca /a s11n. pecUOna W aha!1 raoeire written spprovai m inspeaio~ urtl bNOn pncMaieiqna.ri0~ot 4p~rMt wccrosMaiM sDP W~aus a~Msd ErbsWnOs MO fD~on, Wn mt Os ar VUaO ro M e 0o'ffl br, nor m+DMovel W. aM vblMion M the Dro-Afiona 48) ~M Ww a vx euwina oodsa or am oner «einal uw. nes aMowauon. Chief Building Inspeclw r Contractor License No. 21800 Company : Regal Construction COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - (303-2345953) CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Property Owner: DAVE BUTCHER Property Address : 3917 SiMMS ST 16577 10/24/2003 Building Permit Number Date OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the Ciry of Wheat Ridge or covenants, easements or resMctions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printetl on this application, and that I assume full responsibility for compliance with the Wheat Ridge Code (U.B.C.) and all other applicable Builtling eat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR)SIGL4D DATE tl oZl~/O.j Description : TEAR OFF & RE-ROOF 29 SQRS. BUILDING DEPARTMENT USE ONLY 2P+~Ir~g Gdmmsn~s: Approval: Zoning : BUflt~i~f9' C4rrifi~~n~s: ~ Approval: Pul~li~ WArlcs ~qrrlr~eiptsi Approval: Occupancy : Walls : Electrical License No : Company : Expiration Date : Approval : fil TA;~ Roof Plumbing License No : Company : Expiration Date : Approval: Mechanical License No : Company : Expiration Date : Approval: Regulations and Building Code of Wh at Ridge, Oolo ado or any other applacable ordinances subject Co~he laws of the SWte of Coloretlo antl to the ZoNno (Z) This permit shall expire if (A) the work authonzetl is not commenced within sirzty (60) tlays /rom issue date or (B) tha building authonzed is suspended or abandonad for a penotl of 120 da. (3) If this permi ys t expires, a new pertnit may be acquiretl ior a!ee of one-half the amount normally required, provitletl no chan0es have been orwill be matle in the onginal plans and specifications and any suspension or abandonment has not exceeded one (1) year If changes are matle or i/ suspension or abandonment exceetls one (i) y¢ar, full fees shall be paid for a new p¢rmit. (4) No work of any manner shall be done that will change the naNral now of water wusing a drainage problem. (5) Contrector shall noti/y the Building Inspector hv¢nty-lour (24) hours in atlvance (or all inspections and shall receive wntten a proceediing with successive phases of the job. (6) The issuance of a permit or the a Pproval on inspection prd be(ore pproval of drdwings and specifications shall not be construe0 to be a permit ior, nor an approval o( anyviolatlon of Ne provisions of the building cotles or any other ortlinance, law, rule or regulation. Chief i g~~ Please sign Terms and Conditions on reverse side of page. Dh...... . nen Construction Value : $2,086.00 Permit Fee : $108.30 Plan Review Fee : $0.00 Use : Phone : 423-2251 Use Tax : $25.03 Totai : mo SIC : Sq. Ft. : Stories : Residential Units : Building Pertnit Application City of Wheat Ridge Building Permit Application Departrrient of Planning and Development Building Inspecdon Line: 303.234.5933 , Building Permit Number. Cty of Wheat Wdge 7500 West 29th Avenue _ Date: 1Nheat Ridge,CO 80215 303.235.2855 ' Property Owner: ~~~-ODaEAP r Phone: 5Cr3 ; Property Address: 39i"7 SiYn k»S ' Contractor License No: Company: ~cct,f tru.~ipr1 Phone:~3,a3~ ~~7 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, ulations of the City of Wheat Ridge ar rules or re dinances li bl i l ~ M g , e or ate app ca and do not v o COnstruCtlOn Ve1Ue:.208'p covenants, easements or restrictions of record; that all measurements shown, and Permit Feet allegations'made are accurate; that I have read and agree to abide by all conditions printed on this applicadons and that I assume full responsibility for comptiance with the Wheat Plan RevieW Fee: Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge Ordinances, for work USeTdx: , ~ under this permit , i ~ Total: (OWNER)(CONTRACTOR) SIGN D: ' DATE: / . -O ~ Desctiption: S VS . I Building Department Use Only l ' ~ ~ Zoning Gomments: ~ SIC: Sq.Ft.: ~ ApprovaL Zoning: _ F Building Comments: ; APProvaL• ~ Public Works Comments: ~ApprovaL• ~ i ; ~ . ~ Electrical License No: Plumbing License No: Mechanical License No: ( Company: ( Company: Company: D a Expiration Date: Expiration Date: GOn ate: ~ Expir Approval: ApprovaL• Approval: (1) This pertnit was issued in accordance with the provisions set forth in yourapplication and is subject to the iaws 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 of120 tlays. file:///El/wwwrooUcitydev/building_permit_application.htm (1 of 2) [71212002 10:22:41 AM] e . ...w ^a.,~ ..~su , : ~ . . . . . . . . ~ . . , . ~ . . ~-DEPARTMENT OF PLANNING AND DEVELOPMENT Buiiding Permit Number : 10572 BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE Date : 5/24/2000 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner : Property Address : 3917 SIMMS STREET Contractor License No. : 17905 Phone: 467-7904 Company : American Siding & Const. Co. Phone : 425 0450 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances praposed 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 ayree to abide by all conditions printed on this application, and that I assume full responsibility for eompliance wRh the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridae.crdinences, for work under this permR. (OWNER) ~ NTRACTOR SIGNED ~ li/~~qTE Q ZG, Description : Office patio cover (13' X 20') Construction Value : $7,000.00 Permit Fee : $139.25 Plan Review Fee : $0.00 Use Tax : $105.00 Total: $244.25 Use: BUILDING DEPARTMENT USE ONLY Approval : MLC Zoning : R1-A ~ Approval: BG Approval: Occupancy : Walls SIC : Sq. Ft. : Complies with R1-A regulations 5n4100 Plaft Noee: ~+ponsible tor locet~~$ ~ ~ piCO ~W~ctdlnt improvemenh acoerding The Clty is not rcs ~w~ development spy~0. submiited wi pOnsible for inrccvr~ ~nilbrimaill an thin the plan s~1 and ~ Roof : e~o~ resu~}t~m inace~~.sKeSxi~WAN@11N16 : Eiectrical License No : Company : Plumbing License No : Company: Mechanical License No : Company : Expiration Date : Expiration Date : Expiration Date : Approval : Approval : Approval : (1) This permit was Isauetl in acmrUence with the provisions set foM in yopur applica6on antl is suq ect lo the laws of the State of Colaredo and lo the Zoning RegulaUOns aiM Builtlin~ Code of Wheat Ridge, Coloretlo or any other epplicable orUinances of the City. (2) This pertnit shall expire if (A) the work authonzeG is not commencetl within sixly (80) days from issue tlate or (B) the buildirg authonzed is suspentled or abandonetl for a penotl of 130 days. (3) If this permR expires, a new pertnit may ba acquired for a tee of one-haM the amount narmally requireq provided no changes have been or will be made in the originel plans and specifications and eny suspension or abantlonment has not exceedetl one (1) year. If chanqes are meda or if suspension or abandonment exceetls one (1) year, (ull fees shall be paid for a new pertnit. (4) No work of any manner ahall be tlone thet will changa ihe nahral flow of water causin0 a tlrainage problem. - (5) ConVactor shall n the Builtling Inspector twenry-four (24) hours in aGVance for all inspections antl shall receive written approval on inspection card bePore proceetliln wit u ssl e h s oi the Iob. (6) The issua a srrni~proval of drawings and specifcations shell not be construetl to Oe a pertriit for, nor an approval of, any viola6on of the provisions Chief Building vEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 A PPL1 CAT Io N Property Owner:(,,,V:I Ifc r M• 4,~~ fve...,lllD, Property Address :'3Qy 5, .(11~`S Phon(3o7olvo- 790y Contractor License No. : Company : PhoneC3U5 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING ANb AGREEMENT Construction Value-ir . 7i I hereby certify that the setback distanees proposed by this permit application are accurate, Permi1 FE2 : and do not violate applica6le ordinances, rules or regulations of the City ot Wheat Ritlge or covenants, easements or restnctions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to atide by all condRions pnnted on Nis U52 TaX : application, and that I assume full resDOnsibdiry for compliance wdh the Wheat Ridge Builtling Code (U.B.C.) antl ail other applicable Wheat Rid e o ances, forwoAc underthis pertnd. TOt31 : (OWNER)(CONTRACTOR) SIGNED ~z -kTE a17 /,.51 v U52 : ,~°crP'•~o. Description~.~..~~E C~e /3~ XZo'~ - 73`9`110 BUILDING DEPARTMENT USE ONLY Q~,~~ ~ ~I1NV J-4.!) SIC.::;,',n Approvai: J Zoning: RI_A f^~'r'•~;VED Pkase Noh: tsuiiain Owner/ conhactor is responsiblc for lopti _ APProval : ~ S~,~y~r lines and construGting ~p~v~eo~ ~co 5 G' approved plan an~l required development s ~~~F ~ The City is not responsible for inaccutate in ~ tian Approval : submitted wiffifn the plan set and any ca~ ertors resulting from inaccurate infomation. Occupancy : Walls : Roof : Stories : i . Electrical License No : Company: Expiration Date : Approval: Plumbing License No : Company : Expiretion Date : Approval: Mechanical License No : Company: Expiration Oate : Approval: (i) mis Pam,n waa wuea in ■aore„ce w;y, ma p~ ,m ronn in yopur aaoi+naon and u suqaa m me laws a me snte ot caoraao and m me :.onaq Regulations and Builtlirg CoOa W NTeat RiCqe, CoWnCO u ury oCw appliqde qEinances M Ne Cily. (2) 7Tis permit sMan exphe M(q) Me vrork autlionze0 b not commenceA wiNin wxty (80) Cays hom iasue tlate or (8) Ne Duiltling auNanzea is suspmaea or aCantlaneE Por a penotl W 120 Oays. (3) If inls Dertntt explrca, a new pemut may De aepuireE for a M of one-half tlia amount rrortnslty repuimtl. provitleC np tlianqea have Oeen or will Ce matle in the oriyinal plans and epecrhra6pna and arry awpension w aWriaonment naa na excneWeO one (1) year. tt Cunges ara maEe or if auspenson v abaMa+mant exue0s one (1) year. NII /eas 3ha11 Ee paitl for a new pamit (a) No wark of arry manner anall ea eons mat win tlhangs me rowral now of water musing a tlrainage OmDkm. (5) CantriRar ahall notiy yhe Builtliiq InapeUOr twenry.bur (24) hpun in aWance for all mapetEOna and shall receive writlen approval on inspeGOn ord beMe OrocKdiinq wilh au¢eyfiw Ptisea ot Me pp. (6) The iasuante o/ a permrt ar Ns apqoval of Erawings and specfiotions ahall rqt Ee consWeC M De a mtil ior, nor an a of Ihe 4building sy aNer o rplnance. law, nile or requla0on. ~ PMal of, any violatwn o! t~e proviabns ChiXe4.;&W f=PP ~.~(~e Rb w~LLAO 4 w1~~~~ru~~ ~y 'LI17 SIw,rAs IT:Lo ; zio, rume xon: Owner/ eontractor is responsible for locating pruFecty lines and constructing improvemen[s according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any constructic:, errors resulfing from inaccu:ate ir.fomation. NEWBY 08755 2" X 8" LEDGER, W[TH 2-3/8" X S' LAGS & WASHERS @ 16" O/C~, 99" 12° I i' 36.. NEWBY # 08755 . i ~ f 0 ,EXISTING RESIOENCE DETAIL 5HT. 11 H0~ / 05t, SEE CROSS-SECTION 312 THCK 0 'BE sue/ crroNAt ATTACHED LATTICE PATIO COVERS (WIND SPEED = 70 8 DOMPH) TABLE A MAXIMUM POST SPACING 8. FOOTING SIZE WIND=10/15 PSF UPLIFT Al 10/15 PSF BEAM/IH R 21 PROJECTION RAFTER 3" X 042" 8' X BEAM/ HEA DER 3" X 8' X.042'+ CHANNEL INSERT BEAM/HEADER INCLUDES SIZE POST . FOOTING MINIMUM NUMBE R C.<POSTS POST FOOTING MINIMUM NUI'ABER C F POSTS POST CON TKNJ 24' MAXIMUM SPACING SIZE PAS T TYPE TO F OS TTYP E B SPACING SIZE TYP E TY PE NO OF SCREWS OVERHANG 24'O.C. v P, + - a mtA T A- MPH d l 7 -1 4 ON ELABI w°rv MPH 90 1 2 3 4 1 2 3 4 70 MPK 90 MP.H POST HEIGHT \ LL N a / o 1 J tFOR MINIMUM LENGTH OF LATTICE J PATIO COVER SEE TABLE A. MINIMUM NUMBER OF POSTS. NOTE: Y NO CRACKS WITHIN 2'-6' I °G I w OF POSTS SHALL BE TTED POST yrJ / t 5Pn~n •prt: TxIS OPEN L.TTtLE-T6[ STRUCTURE R,, •v, .E ....E,,I. 5 C 0L 2 PERMI . SHALL BE SET BACK A FOOTING WHERE Q.CJRS, Tn O MINIMUM OF 4' FROM SEE TABLE A EOLE OF Sue. OPEN LATTICE-TYPE PATIO COVER _20_-_0_• _MAXIMUM SCALE: PHdIECT10N /24 MAX. OIERHANG SM. I I J - /LATTICE - 1 _ - I - IL [O ABEAM/HEALER EXISTING SNCI I 34'THICK Cd1C 5LAB,d 8'O" MAX. POST HEIGHT ~AJ WISIDER.ATES I 3"S4-X.024'AT SLAB & 3"SdX Da6'XT FOOTING, FOR SDE RATES, SEE POST TTPES, & DETAIL OsHT 11 w NOTE: POSTS MAY IE ATTACHED TO GONG. SLAB SAFETY STAKE. Ae ESCIS EARTH NNCHON, OR CANC. MUTING CROSS - SECTION SCALE: a,tt •NV zPE<z[it•,tyxz: i 1 n" ••a.n • .te••a n• t•t •el Yneel"n A 'FOFESSIpk : .`....1".E"". ale,. e.ut:::: r t" we A A, . • ua:. a:u.n me n.e .e"a °t ntut .N.1 u: ie a ae•Pr ".oav V ✓ f{ ti - ~•/j' f. 1 ce E" A. l• / L. (1 l.e .MI3 nv. fl lnlr. enl."n...te .n °tl ~.•1. C_l It. . n e nOlelen. ' • I.t' !e°arW. .11 en Il •t"t.l t"ewe .P a }y' ` LL tl[i. et llro.'" •tl^lt. a n° Pt All. ,,0v0 .A-,. s iil .u. • e a RIiPl vav a."E:. a'ee . a°e°i.ua me - III ° °1.t.e. All :nll,`enrut. t° -a :.,(•y1 env.•1..: a. . f, r.A. iUl :•e°n. : .lR .et 11.1. -it. t.. x u. v e • .v n Nun l ..11. 1.-91 It- A aI °n~ ! 'r. Sr',1}Z(YST e iQen ii i.i`^tl.+ ...It II n Il..ttl,I.R t.° al"lea t". A'. Y.r IRS' r ...`an lc. a." .nae..P"t .,I 1 t.r 1."t.e :.t.ll.n.e . M11 e . es'.A.'.i~ S Y tv n b'u.. w ••en: : e I :a. n: All, e e fy~~ 'e;a t.:hl I t lath.. "'R.rt I. e..... it. Pa "i.C..... ~OF CFt•-" Rtt:Ri:a u . r°r U .t.u I I I .R.:.c...... fn.a II or 12 POST' TTPE5 a X.Oa~I(8)-# A W.S. © 3' SO. POST. (2) - 2'AG 1/2' X932-WI18)"14 SMS. © R024` FOWl112IZ•W SM5.2, © 3'M MYT+121-21X G I/2' X 432'Wl(121-114 S.M5. 10 > ARE uSEp [~~JF$f ~i,pPCZ litl.. ST \In f Ta tw~usE. IS. Fp.Mx O c 2 t: IJ J' I8 2 2 - - 3 2 - - 4-G' 10-1 " 20 23 2 2 - - 3 2 - - o a 18 2 2 - - 3 2 - - 4'.-2' IB'O" 20 23 2 2 - - 3 2 - - ' 18 2 2 - - 4 2 - - 3'-10" 1T4" 20 23 2 2 - - 4 2 - - " I8 2 2 - - 4 3 3 2 3-7' 16'-B' 20 23 2 2 - 4 3 3 2 11 15 2 2 - - 4 3 3 2 3-4' IG'-I' 21 24 2 2 - - 4 3 3 2 I' I. 19 2 2 - - 4 3 3 2 3L 1" 15'-7' 2I 24 2 2 - - 4 3 3 2 19 3 2 - 5 3 3 2 2'-11' 1 . 15'-1' 21 2 4 3 2 - - 5 3 3 2 8 E TABLE 8 FASTENER/ ANCHOR BOLT CONNECTION TABLE C O C CONNECTION BEAM RAFTER TO BEAM J BEAM TO POST CONNECTION . . 024 J WIND SPEED=7J WIND SPEED=9C MPI-i WIND SPEED=70 MPH WIND SPEED=90 MP.F R o RAFTER TO BEAM '10 RAFTER TD BEAM ON SLAB ON FTG. ON SLAB ON FTG. 24.' ' 1210SN.5. ED .N.5 IO S (21 11 11nI 20 L O Q 0 O 24 EA L EA LEG EA. LEG EA. LEG 14 ta-TQiALI 111-TOTAL) 14 -TOTAL) (4 -TOTAL) 0 I ~ I U, N C2 0 M it J " 12'-G' 19 22 2 2 - - 4 3 3 2 9=5" 25-0' 25 29 2 2 - - 4 3 3 2 11 a 12'-I' 19 22 2 2 - - 1 41 31 31 2 8'-10' 28'-1' 25 29 2 2 - - 4 3 3 2 I' ' 11'-5' 20 22 3 2 - - 5 3 3 2 8=4' 2Y-7' 26 25 3 2 - - 5 3 3 2 ° ' II'-4' 20 22 3 2 - - 1 51 31 3 2 T-10' 26'-8' 2G 30 3 2 - - 5 3 3 2 " ' II'-1' 20 23 3 2 - - 5 3 3 2 7=5. 25-10" 26 30 3 2 - - 5 3 3 2 a II 10'-10' 20 23 3 2 - - 5 3 3 2 7=0' 25'-3' 26 30 3 2 - - 5 3 3 2 7 10'- G' 20 23 3 2 - - 6 4 4 2 G''-8' 24-7' 27 30 3 2 - - G 4 4 2 19-4' 20 23 3 2 - - 6 4 4 3 G'-5' 24'-2' 27 31 3 2 - - 6 4 4 3 a " I' 101-1' 20 23 3 2 - - 6 4 4 3 G' 1' 23'-7' 27 31 3 2 - - 6 4 4 3 8 8 17 15 2 2 - - 3 2 - - G'-8" 22'7' 21 24 2 2 - - 3 2 - - 8 8 3 10'-5" 17 19 2 2 - 3 2 - - G'-2" 21'8' 21 24 2 2 - - 3 2 - - " " I' 10'-0" 17 15 2 2 - - 4 2 - - 5'-8` 20'10" 22 25 2 2 - - 4 2 - - " ^ 20 2 2 - - 4 3 3 2 5'-3" 20'-11 22 25 2 2 - - 4 3 3 2 It I' g' 9'-4' 17 20 2 2 - - 4 3 3 2 4'-I I' 1!)L5' 22 25 2 2 - - 4 3 3 2 II It 3' 9'-0" 17 20 2 2 - - 4 3 3 2 4'-8" 18=5` 22 25 2 2 - - 4 3 3 2 " II p' 8-9' 18 20 3 2 - - 5 3 3 2 4'-4' 1&-3' 23 2G 3 2 - - 5 3 3 2 1' 5" I" 8' -6' 8'-3' 18 I8 20 21 3 3 2 2 - - - - 5 5 3 3 3 3 2 2 4'- I' 3-10' 17=8' 17'-3" 23 23 26 26 3 3 2 2 - - - - 5 -3 3 3 3 2 2 8 E IS .024" 032" & .032' 032' 5HT. N S .u O SPEED•70 MP.H WISPED-9OMP.H. 13 1 ON FTG. SLAB ON FTG. OA 212' It21-3B•'%2'2" 17 a IB $HT. II WILDS FFED•7O MPH. WIND SPEED' 90 MPI ON SLAB ON FTG. CN SLAB ON FTG. 'I'll pn RAISE. [ 1:6I[ °~xo 6Oa nR: z, i~e° " °:wo"lf9n.~LfAA[stI'.~E. RISI I'll, n.. sr.a[ .R •A ...xp . Es fp s[x s,- scxmP[L, xIs } lnn RUM LP .[/ppp 0 sxC[i z P[u vLP Pps, 10 A[RP EE.AE[,EiA (.Inns V • p id:'L. III L~~P AT7MkIFD, ICE- TYPE AX O H ' ALUM LATTICEPA O COVER sr T IC.BO. E.S. FOX ENGINEERING ..•:1+dma . . M . PATIO 07JER W124 (AS/rcen EVALUATION -..-NOKEK JAMES M. FOX. BTPUCTURAL ENGINEER & L.Lr10, 20 & 70 PSF VA(I Pr ALUMINUM COMPANY 1 2 REPORT NO . - c.u..axu ..I.. - WIND SPEED • 70 & 90 MPH 3602 w LINCOLN 9T. - (602/2)9-6221 I a ""`I 5038 .PPP nL[o Al. KE. ooaoaT. ATTACHED LATTICE PATIO COVERS (WIND SPEED= 100 8.110 MP.H.) TABLE MAXIMUM POST SPACING & FOOTING SIZE WIND• 19123P.S-F UPLIFT 19 123 P. S. F. BEA TO PROJECTION 3' X 8' X 04 2' BEAM / HEADER 3' X 8'X. 042'+CHANN EL INSERT BEAM HEADER INCLUDES RAFTER SIZE POST FOOTING . MINIMUM NUMB E R OF POSTS POST FOOTING. MINIMUM NUMBER OF POSTS POST CONPELTY S 24 MAXIMUM 240.0 SPACING SIZE POST TIDE POST TYPE 11 SPACING SIZE POST TYPE I POST TYPE NO, OF SCREW OVERHANG -1ABl nN NnuPN UO KR Iz 2 3 4 1 2 3 4 ON awel tarnro pOMPHLI IOM 111 2 1 31 41 1 2 .5 4 IOOMP.H. I IOM.P.F 13'- 0" 2XGI2'XO327 ' ' 5-1- `J-4 ' ' c9 co I v 4 v 3 r 9 5 5 3 4'-9' 20-11' 34 5 3 8 14'-0' zG11z xa3z z -I 9 2G 26 8 4 ' ' ' z'xGlrtx o4o' 4' -G' 8'-10' 26 26 8 4 3 10 5 5 3 4 -G 20=4 34 B 4 3 10 5 DO - G'-0' XGUZ xoaD 4'-3' 8'--7 2G 2G 9 5 5 3 10 6 5 3 9'-3' 9' 34 ! 9 5 3 1 10 - 5 17'-Q• 2k G112kO4D 4'-0' 8'-4' ZG 2G 9 5 5 3 I1 G G 4 440' 19'-3' 35 9 - 5 9 I - G I 0' 3zek.oaz• 3'-IO" 8'- 26 5 S 3 II G G 4 3L10" 18'-9' ' 35 9 - 5 3 I 6 F - 8 8 19'-0' 3•X Bk.O42 7'-II' 27 27 10 5 5 3 12 G G 4 3'-8" 18'-4 35 35 1D - 51 31 14 - . z•_[.• ~'-a• o7 97 1n r 3 12 7 7 4 3=G" 17=11' 35 35 10 - 5 31 121 - 7 - / - / - - O' 2 16N2 x.024 - O• 2XC112X024 xG 12 xO X6112 XOAC XG112%024 XGVZxn24 4: O TO I ~ X 0" I A I J I _1 lO (ri 02 0 IF) J J .0 23 23 5 3 3 2 6 3 3 2 7'-3' 22'-7" 30 30 5 - 3 2 C, - 3 -2 a/ 24 24 6 31 3 2 7 4 4 2 G=8' 21'-8 30 30 6 - 3 2 7 - 4 2 8/ 24 24 1 6 3 3 2 7 4 4 2 6L 3' 20'-10" 31 31 6 - 3 2 7 - 4 2 8/ 25 25 6 4 3 2 8 4 4 3 5' 9" 20'-I" 31 31 G - 3 2 8 - 4 3 / 25 25 7 4 3 2 8. 4 4 3 5'-5" 19'-5" 32 32 7 - 4 2 8 - 4 3 / 25 25 7 4 4 3 9 5 5 3 5'-1' 18'-9" 32 32 7 - 4 3 9 - 5 3 / 25 25 6 4 4 3 9 5 5 16-3" 32 32 8 - 4 3 9 - 5 3 8, 2G ~r 26 9r 8 9 4 5 4 5 3 3 10 10 5 6 5 5 3 3 4'-6 4'-3' 17=8" 1T 3" 32 33_ 32 33 8 9 - - 4 5 3 3 10 10 - - 5 5 - - 5-0' 22 22 5 3 3 2 G 3 o z to-o ca - - 8'-8" 23 23 6 3 3 2 7 4 4 2 G'-8' 18'-0' 29 29 6 3 3 2 7 4 8'-4' 23 23 6 3 3 2 7 4 4 2 6'-2" 17=4" 29 29 6 3 3 2 7 4 4 2 / / 8-0' 23 23 6 4 3 2 8 4 4 3 5' 9° 16 8" 29 29 6 4 3 2 8 4 4 3 / 8/ ,~G-r`~ 7-91 23 23 7 4 3 2 8 4 9 3 5-4" IG-I' 30 30 7 4 4 2 8 4 4 3 / B 7. 7-G" 24 24 7 4 4 3 9 5 5 3 5-0" IS'-T 30 30 7- 4 3 9- 5 3 8/ / J 7'3' 24 24 8 4 4 3 9 li p TABLE B11 FASTENER IF ANCHOR BOLT CONNECTION TABLE C - OFESS/ /V A . Is of RAFTER TO BEAM CONNECTION ..J BEAM TO POST CONNECTION M24 WIND SPEED A I00 MPH WIND SPEED1 10 MPH. r INVN SPEED-DO MPH. pgFiER TO BEAM TO RAFTER BEAM ON SLAB N FTC. m L-s105M521'M 145N5. (21-J.105x5 (zl-s la stnsLt?5';i❑'1 ° R R En. 1-EG W%S EA . EACX LEG AISMER RS EA SHT.II l4-TOTAL I LEG. 14-TOUL 14-TOTAL' LEG.14 TOTAL ® 1 `$D'2D~1 .04Q' 21-*n SMS(4)-N 12 SMS. 141-312 SM Q 13kNB~Rx D50' EA9DE CF -1118•% TSO EA. SIDE OF WI18'X I-S1. EE .040" OI l( 4OAL! WASXER, EA P(4 TOTAL I WASHERr EA. 9L5 S 4 I y 1~ .040 c ~~eu .042 WINDSPEEDIOO MPH. WIND SPEED IOMP WINDSPEED IOOMP WIND SPEED HOMPH. A ON SLAB ON FTG z ON SLAB ON FTG. 2 ON SLAB ON FTG. ON 3.AB ON FTG. FI-I 1,T' A.E rAIro, xP',~y67 YsCP roR r[Paxc.. lD-i 125x4 l2I-A125M 21-R IS SN - 1 21-11 12 5 [axPt{idi. 7 OR TE16. OR TEXS I7 OR TENS. EA. OR TEKS. EA. .032" O E.A. SIDE OF EA.51DE lX SIDE OF FEET SIDE OF POST TYPES ,prW (4 1 6 POST( a-TOr.I POsTls-Tm.l ( 4-TOTAL 1 TOUL -032' B & GENCRAL Ta AND SpECtr [.TTPxs: 18 h a gJ m": ICe..eaeue. O4 II-3l 'P 18.9 % GALV Wll W Q ei .032' a EMBED 3180 A.a GALV.WGA-V 3A SO- POST t(2) -2'X.612' i[L.P . 2l• O xVa•51LGaL¢ ua STL C✓L¢ X.024•W/(8)-# 14 SMS. oa. l 31K HA,T EHTJI - z. .i..mo. atw. e. •.:e•timt.e Ter tne.. • ewiae PI XJROR 11BOLT- ANCHOR Q40' $MT. 11 WIS'%4 W3X'Y4- WASHER PS. WASXER RS •ve .lm m. P.... ...c • me n•.. •o•• LL .I L7 . 3'$Q. ~STq (2)-2P x'6 I/2" a. e.«t. A.1 Pm.°• .040' -TEA S.RS OR TEAS. S SA. ~ X.032' W/ (8)- 14• SMS. ArtL .A. z. a c". y w. .Aria°:" r z.aoo .a[+~a 8 OR ENS EA. SIDE OF EA. 21-SB PNB°£ 21-5'e AMB 1. ce.cr.c..i.e .i,.u n.v. A• met.".°u c vl e• s N}° .040' s1 D[ of POST SDE W POST 6 2)- W P x a. e.ettte.. e.. e. 3.• a,,.a n 3 CON. zr3W Px a 3' S(L POST t (2) 2~!X Gd2A (4-TOTAL' 14 TOTALI ~.ENBEO CONC.E61 C, © a uLe patio°. .n.tt e r -e'amre•a .a11 r .042' & 6 AB A.B. X020 W/(12)-014 -MS: iiiun.eLnuei +ii e: nzt=eip a.i.:.i:e'ar a.ct:po ~.e'.:a O 121-518 aX4 (2)-5I6=X 4 LL- 0 30 LL.•20i30 s ar. ep s.nn. :Id,,. . .p• EELBEO.n EMffOAKJOR 4 .$154 SST+(2) -2'x G 172' A. ~.m.. . na Le eI;-TA..n = "•u F. BOLT WI 114 SOLTW1114 (21-V2'P M8' 21-Y2'O M. B. ❑ `~..mr. e 21-3W'PXB' 21-314 PX 8' +X'.0321 W/ (12)-'414 S.M.S: ...t..e ".o :.I'p 3"• t•e.`. a eat."'nat or STL GALV. 5%. GAT V. S HT I I pt ..'U.e ..e .°,.'t' ' " • rveb. r eelu a WASXER ftS WASHER RT. CONC EMBEO LONG ENEED. :n.ue. A." el.".a 1 SM.II A. B. A.B. [ [.p• a t• • • e t. xD •cean •1•.1 ar -Ku., c ..11 a . All F DFu. ..u c . .1 ~i p L[xt p.r to o.e.a. n. . , I 3.". a=^c•.a .01' _ t"~4 I. e x ep:i ea... amt.R ``ys/. ixBL[ rpD}xpics: D i ~n t.a~iim..n L . ta..upt ^a ° tn• .....e JA. IOM ° p •.•.vl•cw.... A..,,. t".e -bl!itrp" T--pQSTRED HE Dx CO~F x STE SLAB, SAFETY STAKE OR ABESCO ANCHOR,. 4 f0R %B'%840'BEAM WII~5ERT l)SEVIR L.L. IO PSF IG'MNI. PIONFOJE ' ¢5, yry• 2 {O'R LL-=SO P. S.i NA>\. PROJECT 4 f01 a•3.3 a K. ..m p..uwt.. t.a.ll.ue^ .naL cl.ct.a. 3. PDSL TYPES 111 Axp 131 1103 BE USED PiDMCREi SLPB. SAFETY 115EJF0 R L.L..'N' P,y [L$J to ''3°113"t, pe• .p•cin^. Ipettna a.431, c siAKE OR ABC[0 0X[1108 PD SL T[PCS Z AND SxRLL BE U$Ep L.L.•.'O FS.F. la' W,%. w~7ECTIONS HD CETAIL 22 W1121- 518" A N.B. LACH .n • at. ep..r •tl -.1 . .ncieea ltn .q b 0 Lln 'gym • •f' +'yiD AT FOOTINGS. SEE POST 'TYPE SCHEDULE, iiiHIS SXXXCCC [[[i.. TO SEAN HEALER 4 POST. ~avL, .n ptn•; 6^Pn le.e. n•,. ,.1t., e.. •p,11 ..1 c 1. t1. nor I.[1..^At.. l . . 1•[tm.. e.•... l TO}AL F NINUA 1UnBEfl CF qLJ0 SHEEi~•C1PL SCREWS PEP POST TO BEAM 5. FOR S%8'YX,p(140-REAN WIT INSERT USE DETAIL G SHEET II FOR POST 80.5E ELN1. peLL,,J•t•rta.ei•a XP,SIlTtO - ,np n[reu /p,x x /x11 &DETAILf12). SREETII FORFOSTISEAM HE&FICONY rp, at d-11 r.r....... . sH..t 11 .112 - E v v LOBO ES o s ez m m FOX ENGINEERING ..R ~ A. mx. m ATTACHED,LATTICE -TYPE PATIO COVER WJ24"MAX. O.H. ALUMA-LATTJCEPATJO COVER /2I sI1 G. ~+'J -42- 2 Z EVAWATICN - -NOTE J E JA MES M. FOX, STRUCTURAL ENGINEER L.L CIO, 20 & 30 P.SF vAI A/UM/NUM COMPANY VALJ PY 20F 12 REPORT N0 NO. ~ UrPAx,A WIND SPEED •100&110 MPH. LINLOLN Sr. l802JZ78-6224 36o x 5038 FGE TELEGRAPH RP. Po... 1. AA V l~ KEPB'0~`ZN pOS~ M•0. UTLOE ' SEEN IL 4 SK -11 SEE TAB FOR SIZE BEAM IHEADER SEE TABLE A FOR SIZE, MST SFACIN4A FTa SIZE E MIH N0: OF MSrS TACHED LATTICE PATIO COVERS WITH M AXIMUM OVERHANGS (WIND SPEED - 70 & 00 M.PH. ) nu t[nvnF °s mt E AT MAXIMUM POSTSPACING & FOOTING SIZE,WI ND=p/1.5,UPLIFT .10 . .TII" , °sIe ieseu;° crz i ¢n C z 3' X 8' X .042' BEAM /HEADER WITH CHANNEL INSERT ~ c ° o YII SiA w FOOTING SIZE 1',°sl IIs[IIE u 3. : ve3• • O F. w (nom d o w w H- LL MAXIMUM POS HEIGHT & SIZE . 3°. Iz s Y 3°. s .+zs• - L O N ¢ N Z 7' 8' MAXIMUM POST HI • 3°. • a ? Q w ct ~ c i - MAXIMUM POST HEIGHT = WIND It 70 M.P.H. WIND - 90 MPH WIND .7 0 MPH ~MG 4N Z < Q °T No SLAB W' SLAB" No SLAB W! SLAB NO. SLAB SLAB w! SLAB ' ' ' 12'-8' IV- 1, a'- ' 1 ' ° ' 2310 's X.030 X B 3 " ' 6-0 5'-0' 1 axla " X2 6"soxle° IS"A"2-4" saxls -G 2 x 18 ' a 3X8'X.036' 15 -2 ' ' ' 11 xla 2'-5sa p IB' x2'2' 2-9'xix " I8b.2 'B 2'-8' 18x2'4 11 24'_9" 3'X 5X.042' 1T-9 -5 12 . O 3 " ' ' J, J ' " ' G" 1 2'-ISax laq' x F1nil) IB -4xix1611 B 2`2•x' MAX. &P-0 B .7 POST HEIGHT 14'-B" 3'X 8"X .030 -G 10 4 - ' ' ~ ' ' 18' ' m 2 2°4snx1411 IB"x 2'2•(11 17=7' 3'X 8'X .036" 12-7' ' 14'-2 " ' 2'-2so.xlB 1 2=48axle11 x 2 IB IS", 2' (1) -Gsax 2 '[g xe, x2- IS'mx2-4'01 2=GSUXLB' I$'x 2=2'O G o 20'-T 3 X 8•X .042' 14-9 5-10 -4 I I •y ,..IfP0.. M RAFTER TO (SEAM CONNE CTION J WIND SPEED -50 MPH. WIND SPEED - 100 M.I r WIND SPEED -70 M.P.H. TO BEAM TO RAFTER TO BEA o TO RAFTER TO BEAM TO RAFTER S WIIM2x1 2)-32 SM 121..125.5 EA. LEG WT •X 3'x11 I EACH LEG (2 "0 SIA.S. W1112•%YB' S 0 S 121-#10 SMS EA. LEG . 1 WASHER 0.t EA. LEG. 1 4 -TOTAL) I I? l q_IDTAI 4 Y. . 121-61 WASH. RS. EA. LEG 1 4.TOTALI lq -TOTAL) 5 11 14-TOTAL I ( 4 -TOTAL 1 141-N 125.$ 121- n.5.M.5. 1D (4)-# 10 SMS- <2)-#I0EMS, EACH SIDE OF RATTER. 14)-M 12 S.MS SIDE OF RAFTER U EA. SIM RA EA. SIDE OF RAFTER IS RAFT EA EACH SIDE OF [ 4'TOTAL) 14-TOTAL I . 1 4 - TOTAL 1 14-TOTnLI SHT.II TABLE A n- w o = 0 = gam w z 12 o MPH j < . W U AIS SLA B , ED XIBO 2:6 ' SEE BEAM POST 2' 8"1' O NNECTION C TABLE BELOW. . l4 -TOTAL I -I _TOTAL l2)-i 12 SM.S. f4)-N 125..5. EA. SIDE OF RnFTER l4-TOTAL) W C~ L~~"!J \ SSE` NJ CRACFS WITHIN Y 2--l-OF POSTS SHALL rxu I. un rt[-rm[ vxu[rux[ nv x_ e[ uamm. BE PERMITTED POST SHALL BE SET BACK A MINIMUM OF 4- A MI FROM EDGE OF SLAB OPEN LATTICE TYPE PATIO COVER E%t' RE! CROSS-SECTION e.',paec °[cn.":M ae. ;9e] .E,;See °r tn. a".I n".'[ee.[e"e4an 3 ~Il m t h:;`°^ ":fin ~![Yn• • je; e[av. e.E .nly ' : r:° o:e -11.. . c x. " eu It .".u1dm I. I. ..ar°[.e.`..p . .a.°. u..i:a a 12 v. r.e 11 ...u ..nr..e...... s".a II If 5038 spp$T TYPES BEAM TO POST CO NNECTION MPH 0,3'50. POST +f21-X Gd?' SMS - ' J _ wN WIND SPEED = 70 MPH. WIND SPEED = 90 MPH. WIND SPEED- IOO M.P H. LIVE LDAD=20 LIVE LOAD= 30 . WIND SPEED •110 LIVE_LOAD•20 LIVELOAD=30 41 WI(8) %.02a a . .024WI(8))--2'zG I/2''. POSST. ' M o -20 LIVE LOAD -30 LIVE LOAD ! . © 3 32' W/ (8)-f 14•SAIS. , TT r %D 2' 31SaPOST+(2)2XG1/ (z)MB.TOBEAM , X024' W/(12)-* 14 S.uS 22 - 121-31M1>MB. TO R?ST TDPoST .(2). ]K'f M %,.032'POWS/ (122:#14 Sµ5. O s FOR SIZES OF ] xi POSTS SEETAaLE ATTACHED LATTICE FOOTNOTES ABOVE. - U0 V O fw w UJ ;E N ut w J - 1 1'- w vs I O i N -J . gpF"'~SSIp~~\ a J y J m m / OF II D3G S WITH MAXIMUM OVERHANGS (WIND SPEED = 100 & 110`M.PH. ) TABLE B COVER cD MAXIMUM POST SPACING 6, FOOTING SIZE, WIND • 19/23 PS.F UPLIFT • 30 P.SF w z 3" X 8" X 042' BEAM / HEADER WITH CHANNEL INSERT < N o a . a w> FOOTING S IZE , R w l ir o z MAXIMUM POST H EIGHT B SIZE - ~ LL < MAXIMUM PoST HEIGHT= B'-7" MAXIMUM POST HEIGHT= I I'-0' w o 0 ~ ~ r ma WIND - IW M.P.H WIND. IIO MP. H. WIND=100 M.P.H. WIND=110 M.P.H. m o- <gN N)SIAB 2 Wl SLA81 NO SLAB WfSLAB NJSLAB W/SLAB NOSLAB WISLAB • ' •mx 2'gvn zLrlsnxe' la'f xz-v "u z'-Ifsaxle' 16•xT.el Y-fw.xls' le'A xz'-a' 12'-8' 0 " 5- 11 16 _ z-b5ox le IB b ' ' '121 }•x 2'D'! 3'-350x6'C31 IB'F %3'-tl 131 15'-2' O' G - G" 5' - Z~OSa %®'111 IB'f XY-G" 3•-O'SaKWE) I -B 1810 %2 ]tfxi%IB I! ' •41 x18' 55(1 ' 16°%3'-2' SEE BEAM 1T-9 7'-D• 12''5' 3-0'%6(21 18'0X2.0'12 3'45a.%6'121 6'0%2`0'121 3•- XIBY21 16fx3 .p . 3 - TO POST CONNECTION ] TABLE ABM. -Z IJ- n' 16'_ FOX ENGINEERING E JAMES O M. FOX. STRUCTURAL ENGINEER sass I. •R ....11, u[n FA X X WIND SPEED-70890 M.P.H 3OF12 SEE " Pg'o .a LPZta ccA d~51 `Bed , LzT o` E i~I LATICP- 11111 'I SEE DETNI I II 4, 5 u . Nm• IIII 11111 II IIRAFTER, 11111 I I REE TABLE Ll0 b8 I I ~ vnCIN nxc FREESTANDING LATTICE PATIO COVER WITH OVERHANG ( WIND SPEED-70 B 90 M.P.H.( MAXIMUM POST SPACING AND_ FOOTING " X 8" > E 3" X 8" X .042" HEADER I 3 FOOTING SI 8' 7 Z ZE MAXHEIGHT = 11=0' z POST HEIG MAXIMUM S S MAXIMUM POST HEI - GHT = 90MPH x 70MPH _ a 3 7 0 PH z 90 MPH B W/SLAB NO SLAB a 2aVJ Wl SLAB NO SLAB WI' P; )SLAB I NO SLAB WI SLAB NO SLAB WI SL `34•THICK Ij QO5f -ltv 17'O -i-N I" CCN SUB ~ CPTIOHAL SpPO~F P , S SP MAXIM UM RAFTER SPAN A s NOTE: RAFTER SIZE NO Cw WITHIN 2'-6. OF POSTS SHALL 1.11 mt. LArtICE-IIRI sRDnDeE It eL OIlLOIlD. RITI! ( AT 244 D.C.) M, BE PERMITTED. POST SHALL BE SET BACK 2 X 61/2 X •024" 1 OM EDUCE OF a OPEN LATTICE-TYPE PATIO COVER 2 X G V2 X .032" 1 M ° SLAB. 2 X G 1/2 X .040 3 X B X .042" MAX. PROJECTION MAX H SINGLE SPAN PER TABLE A.8 $C MA%- O.R . I PO ON O BEA ~ O T I FTER NEE TABOR F R AA LATTICE I I CONNECTION, SEE TABLE F. T o ~C.SLAB CROSS SECTION, SINGLE SPAN __MA, PLOJECTION - LAi,ICE MA%. O.H. SEE G NH NOTE 10 I 1 RAFTER SPAN MULTI SPAR, I RAF U J~A OH +EN'L b Z - 0PTIO.Mi u L_J\_J- h7 CROSS SECTION, MULTI SPAN D TABLE 19'-8' le-' z 19'-2' le"f x 18'-G" IBrx WIND SPEED-TO WIND SPEEU.9( LIVE WAD ' LIVE WAO IO 20 30 b 20 3C n - IS B ICE PATIO COV FREESTANDING LATT R RAFTER RAFTER SIZE PMJECnaJ SPAN ER WITH OVER HgNG u RAFTER -MN6LM R sxcwc RAFTE ovERNHIO WITH (WIND SPEED-70890 MPFUGIN LE_SAN- FOOTING SIZE MAXIMUv1 R75T FEIGHi= 9-7" MAXIMUM R7'T 70 MP. H. 90 MPH. - 70 M.P H. TABLE C HEIGHT = 11=0' °O MP. H. (AT 24'OA.) (CLEAR) 8X8%.042 WIINSrgT WI SUB N0 SLAB WI SAAB NO SLAB WI SLAB NO SLAB WISLAd NO SLAB LL. . L. -20 .S L.-2 ' ' L.L.- 20 PS F. 1 9" 17'-9" ' ' . 7= 13'-9" 0" 18'zzc 61 16fXw"~ x Ie-z SaxB' x sa LT 31 - . 42 3 X 8 X L 30 PS.F. L.L . 'A P. S.F L.L. 30 P.SF.' S -10 12-T B xz :ze'O 1601 z m X IB. xYTU swreP x DING LATTICE PATIO COVER WITH OVERHANG (WIND SCEED•70890 MPH.) J.IULTI-SPAN TABLE D FREESTAN M^w""^" FOOTING SIZE AMwuuu MAaTMw 8-7" MAXIMUM POST HEIGHT If-0' RAFfEA Posr sPAnND MgXIMLM POST tEIGFIT E-7" SIZE ' RAPIER PROJECTION SPAN M WITH oaz 70 MP. H. 90 . 70 MPH. 90 MPH. OVEPHANO 3 x e x O.C. ) ( T 24 A ) (CLEAR . WI INSERL W/SLAB NOS WISIAB tD 51A9 WISUB NO SIIB WJ SLAB 1 O4-AS S .F LL.-20 20 P 0 PS. F. . •2 L.. PS" 31'9' 17'9. . S re U Ie'x3o 395D• , 'Y2B DI IB 79" 13 X X . 4 .S. L.L- P S.F Ll . L30 L. F 14'- .B xi• I ~xze n 3z re•x z n 31.fi B•xA I 'pn o 0 3 X - -I 0D, CD.lIC,C SLID I[[ISTI G DR xEY) DCD.OLC,EL1 y URADLM1D .11 i[iDLD`v5 DRPS p C°.EREEIRSSDLDDcs k. 5 ! E[III v M1 SLRD 11, .S,RU io'rxsS tt o. a .Dep• (II 50. I .D3s• tU i• sa. I .lee AJ' ° FOX ENGINEERING E. JAMES M. fOX. STRUCTURAL ENGINEER YpDe ueeu-x xer, aura YKIA YDYxp ) 20830 P. SF SPEED-70 B90 X WIND TABLE A INSERT HEADER / BEAM ZE MAXIMUM POST HEIGHT . 11'-0" 70MPH 90MPH WI-SLAB NO SLAB WI SLAB NO SLAB sD I WIND SPEI BEAN TO RAFTER 10 SMSe.WIl Y2 21'K IO S.MS FACH I.EG.. QROFESS/p~ X11' N 9-30-2001 C TIRE L ' = 9 /voL \P T gTF F g S DIED [ xD f~D1iSUx. _ OFCAU POST TYPES ❑ B'Sn POST+(2)-2'x01/2' X.024'WI(6)-# 14%ASS. 0 YSOL.POST+(2)-2'x61/2 X.032'W/(8)-R 14• SMS. © 3- SO POST+(2) 2'X612' X 0 24' W/ (12)-E 14 S.MS. ® 3-SU POST+(21 - 2'X G 1/2' X.032' WI (12)-014.SALS. L el°min <:a: :.e m. 'SRI : :iL:i s 3 to°[1 Y °tu-'t v.. 1 • .",.[sty °°e tn° [ert a[ ntl•ca cr °n nxM 3. IN ie i(n c ttMn ' .na ,.n r e DD0 ..1.°Cenee. t. .I.Et:n... l1- a •tl In c nCl[lne. • , n ccuxp. .u e. ea` eil aw[1 - °m.a .ut, c ALL 16.e riiie "D•anal'e a:mlu0 `:bcampL40 ..d s III ..`t •Y rt . x°tpI03- °Ip p e. win°. a Y-'--I Y. 11 [e. a e.ll C p.SV.nl..e h p E. 1 " 1 c x!° t° e .oei Dl.n Kul.. mc[euu. .It i E-p. n. [.B.0 ,t[.P"Ye1 : xll[I [ :Itn.ti nlv1 .°.1n(... coot[. t. B [.cn 101.E nc. al. I b Ill ae l...... ttlr."p t.p plrl"p It R.- III n' ..I," 3°.". .ncl°.. e"Ill'e 9 ett`la~ .l D.c[.Mtip t P.[[ICUIa[ l........ I., . cle<I.C. 1..., pcoJ.[!. p p.c ^e;°n nclvwJC. Op- i.L.e.D. .ej:° ,r t l.iuw.:.n.... e...., t.. c., n. I e .i;'<.a sx..t 11 If Ix. ALUMA-LATTICE PATIO COVER "''-92flT (q5 NGgY1 VALLEY AlUA#M M COMPANY 4 of 12 6O? W. UHCOLW 6E (60212tB-622 FREESTANDING LATTICE PATIO COVER WITH OVERHANG (WIND SPEED = 100 & 110 M.P.H. ) V IAAI IAA ansr SPACING AND FOOTING S r=- Z MAXIMUM POST HEIGHT B'- 7" MAXIMUM r 3 ~E~i>a 100 MP.H. 110 MP.H. 100 N f?a IWI SLAB NO SLAB WI SLAB IW§LAB IW/SLAB NO RAFTER SIZE ICO M. P.H. II ( AT 24'0. C.) MA%.Llc'A SPAN MA. MA%~CLEI OVED.G SPAN 2'x G 112'x.024 0--5 " V-0, 2x G112 x032 12'-e' 4'-O' 12'-8" 2 x G 112 x 040 111 9" 51-01 15-51 3 BE 8 x 042 19- 4' G'-0' 18'-4' uT'u (1vCOlJ AAIf Y IFII 110 M.P.H. SLAB NO SLAB M.P.H. 110 M.PH. 100 IND SLA WI SLAB NO SLAB WI SLAB TABLE A_ _IGH I IIC WISLAE Iv I e v WIND SPEED=100 WIND SPEED=110 ~r~~ A WIND SPEED 100 I WIND SPEED LIVE (DAD IFLUS,TER "TO BEAN TO MFrER To BEAN j 0a' LIVE LOA D 3 2RI2 GM5 21+25!A.5. 121-fp SMS. "-0S.M Ail j 20 O 'a A.LEG E4.LFG WYIA II I XS'%114 EA & 14 -TOT) FI.%3,UE %114 Xk 0 %Oi2 2 2 14-10L1 R.T. a.TOL RT. 4 TOT. 4 4 121-s 125.M IL-4 p5.M.5 21-412 S.MS OF l2P0 12 5.1 SOE OF EA V O, 2-SI p - 1 ° M.aro 15 EASILE OF ppF[la-TBr.) EA. SIOE Or RAFT.(a-T(ITI EA,VOE RAFT. E4 -roTJ . FfA4-TO N567< TO Ip_B.TO.. PfAM.2- ~,,-.,2e MPH.) SIP - - - _ _ _ MAXIMUM MAXIMUM MAXIMUMFOOTIN HT- HEJ M.PH '-7 MAX T SPADING MAXIMUM POST HEIGHT- RAFTER SIZE q~ F'G RAFTER PAN RAFTER PoS O)MHANG g x I 10 00 1 100 MPH. i 10 NLP. H. 100 MPH.. ( AT 24 O.C.) ~,pJ ' S 3 N WISUB MJ SLAB WISUB- N05lAB WISWB HO SLAB WISUB II LIVE LOAD = PL 20 P.SF W,I ' ' " pl 1 m m I21 m 131 51.' 13 a 166xz+0 a-v„B px3o' 3'.a'n,10 6[3'2' 8 I 3"X 8AX .042" 31'-9' 17-9" 13 -9 7-0 I LIVE LOAD = 30 P.S.F. ' ' ' " i -9" 5'-10" 12'-7• 111 111 la r I Iz OI z NsC ~ST,.a eextx s Ae E6A2'.g 5bzixe l8"Xio 3'- e 3X X.042 2G -5 NOTE REFER TO SHTS. 4 A it FOR CROSS-SECTIONS -S DETAIL CONNECTIONb RAFTER S¢E RAFTER (AT 24' 5 0. C 1Z 3s§ (CLEAR) LeL[ E wi ~ LOW[PE SLAB IEX15TIN .1.EV. L pl SLAB ILLE OxExEx LITIO p•PI rI. CSUE EIE 5L•C ODES • LIST x0 :0 L L SURROUNDS FOOTI ^S OF TVIS INSTALLS C } POST 51 ZE ❑13'FA. xno , - 11' 0" 125 3'SO.X /.533' 131 3"SI.X .125' MPH. (4) 3'SIX ASS' x0if2 'AD L I L s p••elOe•"e•!c•ia• •c• p•c n• I•.... •eleten a !n• Vn(lac• vlieln4 Ln . "e N. ,9e1 .eft Le" " - •Iv1"". `L"nacvell"" . t 1... e.C 1P N. A1u.1 "tl " x. rv.vi n:..v.• i:, sfe . .v... ar I . =II.-I, .i:1:`..°eni.E"..::"e n.u 1. •.tc "^Q "tra. I.I iE.. t u1- e.11 I....I, - e ."I " D!✓t1. aL iilte .a~Gn`; cel^v •avp G;lta°t:E•ot •LC600L a:a VI 5. • 0 3v."I QA'•t•n it• nII tu• Vl.t.C. AAII "Oplx c.nxll tA .i.x. • "e •.t•nC.te a plat. • . el••"lot `C Anll 4• Ce1 tiC L.• pl"„ /ISp' •••1.3 . EE -A.. FAA.l At ."u•1 L•p.n•l"n C"It•'•n•II`'Lt]Ittlt e ♦ •I,.11 ...•S-L... con tr.!. .t to L.B.O. E?... •1 cAlt p t ° ! • t. t.ne• el E Ca UO•..t•e.. ifln t yt.tnp t • •"C [•~n :n•ef ll x. . a I. .e. Y••`ycpul to e• • .nete.•en•tl'y n• •11!14•.• p.tt•1"I"O t .•ex .e tn•[II•[l"n • • eltel•e. p.cttnGn•llatinp e.t.t`.. c.ItA . e .e`l; AN, A ] 1.... ptel.tt. p It. A Oit I.lai;' ° A AS ..I , t xA. eFIN. :'IL.d [ p.t ILen "tt SEA. •Al..l.V. A - A— IS SEA I D. tet.el•. 'e•• a( t 1. • AFV.t]IS.112 11. Fat .ll OI.11 c•I•c.nc.a. fp I~ FOX ENGINEERING E 3AME8 M. PO%. BTRUCTU RAL EHGIM EER ...p L.IS A ANN DISAI uIIS IA LPN I Lo r^a e SS ~4C5 4.4 ANN m•6~ u / m Exp. 5-30-2031 ~f A IS 010, <B T~~OF vAt 1 L.•10, 20 6 30 P. SF. A yAL FY ALUM/NUM COMPANY S OF 12 IND SPEED-1008110 MP. 3602 N. IJNCOLN SL (60.2 2N-622a = PAT IO COVE RS ( WIND SPEED =70 & TABLE A 90 MPH ) A TTACHED LATTICE SPA ING & FOOTING SIZE P WIND-10/15 PS.F UPLJFT-10/15 S. m ' MAX IMUM PO ST a x a x oaz xaPnT BEW /HEAOEK p, SERTBEAMMEPDER&BEAM/HEADER -z a PANEL 'THICKNESS xe, wz arw /HEAD ER U SE FOR BDiH UV` ' ~ Q N 'L 2~ 0 5 A IN ¢ E POST S PACIN G 0Qe" MIN. NO OF POST5 U NEN0. pSED ENCLO SED ~L ` of O ( E~ w 2 0 2} 6} Z b+-\ t ED m x 4 Z mOL p E E50 MIH * to 9A5 MINA SJwls E EQH E P c gWep o y \ n z ~Ej O y0 J~ N LA N Q 4 I 2 3 3 4 L I 2 ENGTH tDCK L EINGTH LOCK, tiP z6f. p Mf-E ~ L ~y yµ MPH N 6N. MR M D.H. N PH NP" f[ ' ~ 2f 3O 2 2 2 - - 3 2 G~O 2 2 4 5 ~ , g PE PE~ aN H ' D' A IR' n1R D 20' 2 20' D20 A I a' DI a' 1 2L5 1 2'5" II O 23 2 H -9 Z-5 ' H-I ' ] _ _ b~g" 2 3 K' IB a G / tN .(P~~L * n ' ' ae' oaT ozo Azo'.o 1a" nle• I I-I I' I 1LI I" 8'-2' 20 23 2T-5 -I I I I 8 -2 26 30 2 2 2 _ - - ]'B' 2 O 5 ] N SMS A31k 'O g -p . le ' • I • I'S" 1 1=4 7=6' 20 23 26-3 I I'-4 T6" 27 31 2 - 3 2 ° cw 5 N CH LO HANG P OR RAIL 1 0'-0". a e' IB' zo oaJ IB Ie ' ' ' ' 20 23 25-3' 10'6" 6'-II 27 3 2 2 - - . 3 2 2 - B 3 z D ] PER sHUZ O I'-0" ole' le". ozo nm'D ZO" o" Ie" le' 1 I 0-i 1 O6 -I I 6 ' 1 - - 4 3 3 2 90" z l e-o• z e OFI2 b N " ' ' " " • 10-6' 9L9° 6'-5' 21 24 24-4 9-9 G=5 27 3 3 2 " 9-6 fi HG< 1 2`0" Ore" Is o zo DZ4 nay IB e ' ' - ' 28 32 3 2-- 4 3 3 2 9=9 2 g ~E " DIa' DIB" DdO' O WO' D 24' D I6" Dzz' 0-2' 9- i" G-O I 4 23-6 9 -I 6 0 4 3 3 2 10G" 2 h0 6 g RAFT R' T~ ILS' M MF 1 3'Q " ' • " nzo Azs 20" 032• 25 ozs 9LI0' 8'-G' S'-T 21 4 22'-9 8'-6 5' 7 28 32 3 2 - - If-3 z 2 c ] Io .NCF RAVEL ! ~z~ SEE 1 . -0 4 ola 1e . ' ' ' 25 22-1' 8'-0' S3 2B 32 3 2 - - 4 3 3 2 PER 2 3 Y Y SET. I2 CF z I g-p• ae' D1e Dzo w Dza" D3z' - 9'-7 8' O -3 5 2i ' ' " ' ' 3 2 - - 5 3 3 2 ¢=o z a= ] to 12 bO a SHi ' ' ' Dza oat - - 9'-4" T-7 5'-O" 22 25 21 -5 T-7 5 -0 29 33 - • -B ] 11 \ . - OF 2 I G -0 . me me . ozz Azs . ' ' 25 20'-10 T-2' 4'-8' 29 33 3 2 - - 5 3 3 2 B Iz z i ' ~ ii o 1 7-0' A1e• .ore .ws'. oz D3z Daz - 9'-I' 7L2 4 -8 22 ' ' " ' 2 - 5 4 3 3 13'-c" z zw a II / 1 I z • 1 8_0• , ozs . oza' oza• nze - - - _ 8L10 G'-9" ' ' 4'-6' ' 22 25 25 4 20 19-10' -9 6 6'-5' -6 4 4'-3' 29 29 33 33 4 4 ' 3 3 3 2 5 4 4 3 14'-3 2 ~ ~ 8 12 ❑ 4 " za' ozA. O3z' z - - - 8'-7 6 -5 4 -3 22 4 3 g 0 z g n E%IST z ~ ApN " J Ig-0 . .o ' " 2 ' 4'-1 22 26 19'-4 G'-2' 4-1' 29 34 4 3 3 2 6 4 RESIDENC ~gij;EnW siw O' .oze' DZe .ow S 8 ' 6 - = ' ' ' 26 IB'-II 5'-10 3'-1 30 34 4 3 2 G 4 4 3 15'-o z }I~ ~ 9 Ia E F ~HW ~ ' - - _ - - - -2 8 10 5 -10 3 23 I z= o M b . 21-0 .o3z A3z ~P • ' INSTALL PoST RT CALLY ' ' ' ' ' Q o' ceo DIB' Die' 9'-0 7-3' 7-3' IB 20 20'-9' 7=$'. T-3' 23 27 2 2 2 - 3 2 - - 6'-0• 2 i2 IG' 4/5 R zk.oza G Vz . I VE SEE GROSS SEC11 -O H DIB DEB ce0 D2 • " 21 19-10. 6._7" G'7• 24 27 2 2 2 3 2 - - RAFTER ATTM]IED TO WLLFORMED BEIDW FOR \ 9'-O d B' d¢ " 020 D2)° ' DIB' OIB H-7 6-7 G_7 18 _ 3 2 _ _ ]=G" 2 IS 5/] GUTTENb SIDE FASI A INFORM O'-O . 018' . DIB' 020' 20 -020' 02D ozs' ozs' a'-3 G=0" 6'-0' IB 2I I9'-O' CTQ G-0 • 2q 27 2 - _ IG 5/] TYPICAL ALL AROU O. BEAM/H ADE EET II OF1z T P nGU3G I ' • ' " o naY Azo ozs" nzs' TIT' 5L7 5'-7" 19 21 18-3' S'-T 5-7 24 20 2 2 - ' ' 18' ' a/ AIL PER DE SEE TA R PoST SPACING S g< E II-0 IS n18 ozo oz " = ' ' 21 17L7 5' -2 25 28 - - 4 3 3 2 D -o z za 8 , MIX. H0. POST F SIZE r 6 a 12=0 ' ole' 18' ozs' Dzs &4' Dza - T-T " 2 5 " ' 5 -2 19 0' 17- 4' -IO' 4=10 25 29 3 2 - 4 3 3 2 s'-~ 2 19NO G, G B [ 1, g o 13-0' nza• oza .oze .o- .osz' .o3z _ 7' 4 " -10 4 " ' 4-10 ' ' 19 22 22 16-5 4'-G 4'-6' 25 29 3 2 - - 4 3 3 2 IoG' z 21 ° 9 La nc - ' ' ' z _ _ _ _ 7-2 -6 4 -G 4 19 :3 z 2zo ] P ~ < J O 14 Aza a mz D3 ' " " ' 22 1610' 4'-3 4'-3' 25 29 3 2' - - 4 3 3 2 u ' 1 `E 1 ~g ne 15-0" e' B' ABO w - _ _ _ 8-II 4 -3 -3 4 19 ' ' ' ' 2 - 5 3 3 2 Iz'-o' z 29 T/1 1 < K Cwcsua EE [ ' ' ' _ _ _ 6=9" 4 4-0" 20 22 IS -G 4-0 -0 4 2C 29 3 9' ' 2 ] L J g z THIC 3 16 -0 mz n3z _ _ _ ' ISI " 3'-10' 3=10 26 30 3 2 - 5 3 3 2 12 - 2 II OPTIONAL. NO CRAdLS 3=10 310 20 23 WITHIN z-c•oF NTiIS WTMG WdERE SHALL 2E PERMRIE[L FO ING SEE C POST 5ET SHALL BE BACK A MIMNUU OF TABLE A ~ ' 2 2 2 - 3 2 G'-o' z 1z' I,- S 4' MOM EDGE OF SUB. ATTACHEDL'COFEDTYPE PATIO COVER ' ° . • ' D24 ' nza ols' nle ' 7=5' 4'-1' 4'- 17 19 7-i 4 - I 4-I 22 25 - , 13c 4 H-Q A19 OI B 020 OA . ' " ' " = ' 4'-5' 4'-5 22 25 2 2 .2 _ _ - G 9 z / G g'-p" nle• .ole '.oza . nza 'nza D25 : D25 T-I' 4 -5 4 -5 17 19 16 4 " 3 2 - ]-C z R/0, s/] ' • 6 ' s az 32 " - - 6'-9' 4'-1" 4'-I" 17 20 15'-8" 4-I 4`I 23 26 2 - - - ] PRJJECTION 10-0 le .ole oz oz .a D ' ' ' ' ' IS-0 3'-9' 3-9' 23 26 2 2 - 5EE SCHEDULE 16' NOTES II'-0 oz4 '.oza Sze Sze .o3z - 'D3z - G-6 -9 3 3 -9 17 20 ' ' ' G 3 2 - 4 3 3 2 9=0' z IB/za '_5/9 MA% OH SHEET G INCLUDE L.L. Io zo & 0 " . • 2 2 _ - G.3• 3L 6' 3'-6 ' 18 20 14`6 -G 3 3-G 23 2 - ~ " I~G/ ' S/ . 30 P.Y. WITH WIND SPEEDS O~ ]0,90 , I2-Q .024 024 n3 .03 ' ' = " ' 14-0 ' 3'- 3' 3-3 23 27 3 2 - _ Q 3 3 2 -B 2 x B 5 TOO & u0 M.P. H. - - ' ' ' aw Dw - - G - I' -3 3 3 3 18 20 " 21 ' G/ SHt 1/4 PEA. FT ROOF PANE 12 -0 13 .oze om . . ' ' ' ° ' IB 20 13'-7 " 3'-I 3'-t " 24 27 3 2 - - 5 3 3 2 ID-G z 26 .12 L MIN. SIAPE 14'-Q "Aaz 'Da i - 5 -10 - I 3 I 3 ' ' ' 5 3 3 2 II:O" 2 2 0 ]/10 SHi. 120E 12 J 5'-9' 2'-II ' 2-11 " IB 21 13-4 " 2-I I -I I 2 24 27 3 2 - - 14-G Aw Aa o _ - - - - - I ✓ T LE B a T~ ' - ` TT ox 1 BrtRS [nCL sL.e . PD x.u BL "ANT.... GDSi E•-`•B sass SHT12OFI2 sNT U OF 12 BEAM/HEADER POT AS CONNECTI N AB - '"u^e NET r SS `S D" ' " . :D ° a ..e. Ex1s[ l MPH WIND SPEED = 0 MPH. . LLs : Sa[ S x B@& xD Ixm 6 P D o [ o :'ion A 2a. `°x :~o:: ' " s~ RE4DEI{E s A~ WIND s SPE ED fU ON FOOTING 5 SG ON FO OTING 5 ^u^ x . 1X ! xBE, Di 5. " xD LINIIN":L" „;1 AL o ,iYS :eqf :AE ol:E AL AL xi uDY °xL +s [i0 D F05T W/SIDEPLATES i. i 4e (G .HS s ON SLAB 8" A4z" 0a2'WIIN 8°% SLAB ON %2' B' .04 R'x.042Wx MSER1 X '90 P "GA M N. ,UY ryW 3 SC.x.024 AT SUBd K' Fmi+NC ~ 'O = ~ Q g - S.^. S. % . y- u- IT .5sia•i+ B P P7ST BASE CONNECTION.. CONT. ON F00T'G ONLY) ° 3 sn. xnac AT FOR 510E ELATES SEE POST 'o AND DETAI S P S l ] d 24 - ro POST 3 s/e'H z 3/•• Ene[I. t CHOPS r0 SLAB' _ ' z 3/°• EXBLI. cxoxs rD sLxO 3•a / 2•a _ _ Pp. WIND SPEED -70 M. P.H.. WIND SPEED = 90 MP. H. 2'WI INSERT ' S ° \ ••a " L TT , E -O _ a L.L• 10 W Pa ]a 3/16•. ANIZE NIZE GA TLEL P I[ rE a%A4 %.092 tl B'%.042' S TX.042AXIINSERT 8 d(. 3 l STEEL GALV YASNCP P LPIE. ASXER PL I ,5 - i0 (yl- ST S.^.s PO { 'x) O 1 POST (S{x)5 l as • $H[Ilffl 1 ] d 5 S i 0 PIS 1 3/B•9 i0 1/y,d a Z• ^ 3/B•H a 2 /l' AXCXOP / 1 1 S/0 8 i0 P05i [ a S 1/2' EXBCI. a x 1/x E BEI. s CxIRS i0 SLAB - LL 30 [n0[Infxi i0 / 1•a x• ilE - ENBEO r0 ir4 V/ x• ' S• V 'Y7R 1- L.La ' ANCHORS i0 SLAB Y/ Z'a ]'a3/16' - ]'n]/16•- Y/ x'. C LA SAE . a 3/16N STEEL ASXER PV • 3•a ]16'Sit. LALW. Y^SHOP PL' e~R^ I? D " ~I~ SiECL LBLVAXISE TE ,.TL. HE EP PLATE. 6ALV. R (x)- 1/Z'v iXPi (x) ]/B•d iNBU i21- ] °•p LXRY eaLrs O osr [ C v ` I I L I 8 d 24 . W"SXEP PLA [ U1- S(I)s• iA PBST+ 9 U lxl- j 1" BILis r0 osr l 1/A• • EOLrs r0 Osl (z)- s/9•X , x• eOLrs i0 Post [ (x)- I/x•a " 6• 0 5 lxl 3/PH a B' ANCHORS E^BEO • % _ SHE II OF12 I von /B•B a 1/S• 2 S 3/B•B 1I. fTBEONEXI 0 _ L L •10 daA B EKBEI.Y/1•a S•a En0L0. A CXIR9 V/1•a Z•a ]/16• , CXBCI. ^X[11 V/1•a I`a 3/16• . V/1•a 2•a ]/16• ` -NnTE= WST$ NAY BE ATTACHED L.L.= n0E0nE xi i0 AB Y/1 •a 3'a - - SLAB V/1•a $'a 3/16• srL. LAL V. . . Y6•SiL. LALY. SHER. LATE. V{CEL LALiAMtSE SHE^ P TE. STEEL LPL'AMSIE VPSHER P TE. STCEL 4ALVAx1ZC [P PLxiF. - - TD CDNGSLAB, SAFTET STAHE,ABESCOEARTH 10 W/tfi! SiL.BALV. ISNE. PLATE. MASHER PLATE. n.S, - S I`° T A t3)- 3/B•8 L TIU 121- t/°•f" T [ -•I/S•a TNR` (S)BOLTS 10 POSL PNCHJR, OR CONC. FOOTING, 8 E24 y .ly S.n.s. C . tB aosT [ !z)- 19 S BOLTS i0 PIB (zl- 1/x•a x s• S BOLis i0 POS (2)-VA".. 1/a• (21- 5/B•8 • 2• AXCxBRs FNBfO SEE TABLE B OST 3 (z)- TI V+•B a r l/e'H • 2• T r0 L.L'2n JnBm. ANCHORS • i 1 • ' . ]/16 Y/1•a S•a • PQST TTPES L L EXBEOREXI rB c • EMBEDMEN iifi. Y/ 1'• _ /1•a 2'a J/I6 SiECL GALY A"I ZE LALV SiL . 6 VAINER PLATE. S PLAATTTCCL LALEIZE E YASXLR SPCC i ~ " D . 20 E 3O a S SLPB V/ 1 • 3/16' STECL • 3/T6' STEEL LPLV. VASNEP PL. VAINER PL Ar E. . x ] B'8 1XP` ,t m w1 t[•. 01"P 'COS°" • ,900 eltlen" e['ttn• Alu.l r[enat["eelen * 1 u1 v POSTt (21-2'X61/2' I❑ 3-50 LALY. YPSNEP PL . y w s: • 19 lz)- i/+•H BOLAS tt1. POST A B• elLrs TD Van (zl- +/2•a A " •1. = Y .c.l a.0 t.e m[ ma P.ut i v - 024' WI(8)-8 14 SMS. X ] d TO v0 1 [ 5/B ~ . fnBEO tz)-]/e•ea+ 1/°• _ LneEP. AvexDRs ]/I6' • 4 % i „ t.[,.a. .v..m.. • •v e. A •P"•1 e jl•L•e•e 1. • •e[•"l enan ••e<l.elen •n0 . 'M POST+ (2) - 2'%G /2' L.L ZD - . 2 3 A CXORS TO iiG. ]/6• • _ _ L. L.•3D 'a LV. CNBCO.V/t GALV. 3/16'Si V/ a Z a STCLL LALVAXIEE . / i L•I • ';E% c ce c[at• •n 1.": x0 e l x n(• t•nJ M•It 6 • ' ~ • " •y Q 3 0:52- WE(B)"1x I4' SMS. a V/1'a ] EL GALVANIZE. S PL WPSHCR- LAtE. YASSEP P l 1 X, c n . n .u t II n•v 31 •t•° •n Cen[[•t• • 1. [e w•1 -61•te[6.0 •.It v - .t ' 3'5(1 FUST + (2) 2'X 61/2' Il " © ii f It AS TI. LN. xCR PLATE. x VT "xc.e.0. Si[Lt A s IN)- n+ s.n. s.. .1 U- IJy s.. X.s.• Ij^'MUAETf A waR xDtrsxAn BL x x-BOLT 1 trT . Ixo Sx caxronNxCL Y T. vosr [ s/B•e rMIVNIP etln0• • BDD P.a.a. ' :n3 i 6 i"e P[ t °B fLLl . . [tti`.a L v:ly."o.a'.I .v..u'P.. X024' WI(12)-4 14 5.X5. Oj y ":a • 1 w r0 I von A 1/rd . x ]/6• EnefD. _ uvaRT D. oxL Lxm.Y( TO STY STAKE $PxE©SNT.II CH /y EnBEO. ' - y t s. © 3'SQ POST4t21-2'X f•1/2" An ll6 e00 1 L L `30 [ 11 A 0 f' • e _ a 2 t Ax=xORS i0 fi4. 6N .ST MAY BE ATT NED A [XOP i0 ZTG. • 3•a 6• I ~••"a'J• EARTH IlICJ13Z, 18 SH(.II 1:oF Uy:••,. S 6• e :r ' y . •t ty n•NI3 6"te• e I•t•a. A•l •nl tea' . al.. ai :mt. X.032' WI(12)-4+14 S.M.S. t Lsa Aaoi `n '.a: e. e c t m.. •lr• /,B' 0 " • , ~fl,' • 4 a V/2'a 3 STCCL GPLVAM ZE n ¢L EMVAMuc /i VASNEP PLATE. •„v,ue n•\g1\ t•" 6 VAINER PLxIE. \ . • . 1 1 n•ll 6. fiat! el•••t• P L c •..•l e ..I'. xB IV .1111 [ ° _ a .[.pvv,~ ^ E R 6 [.P-1 " 6 T'- •"•11 a • [ Ie e.e.0. L;RMV.I` ax `u . t. . al . NMI.n. ae"v... - ~F i ^ O T FGSr f1 4 1 TIP NO .M to •r 1"ln f l0)Plsi i lz 5 G / I,d/i fi 2,Tf..]~\.i%• _ O.,:A F ' 3/B'H a Z t/i' • / s A i e, t.l`.tlen •n•Il 6 n le.nt{"In t.0 0 6 ( °lt ' p..E`n la.ai • .nele..6^t[e L10.gt © AN[ YSCD lDP iB0r1Y[5 LV 20 t a l 4 O • _ + En000. AXCMOR v ✓4 OR59 v/I VK' / V, n' y VPq ` • O FIE • 1L•ua" ..11 . c P. i.inlnx H .:cn .r at•r a. . LBxDTiiOx. f. al u..: ' ^ T . ~I,eS ]/16•StL y , ^ fe°^Inx C t.r • [eJ•e • `l". 'It .n I.tt LC `Pala a •{1 °t 6. •nR.-d '11.6 IIP. of .all6 D. D l n. a"tr 6 a tx. N...a.t l e :v ' . a GAZ V. YASXLR PL. ' _ szae R-r ALUMA-C TT/CE PATIO VER - A..mL NN TYPE FED' ATTACHED a a. . t.u.la . e . x" " t". Y .a. t. e. P J.v xf tau[.. 7.7.52 D.15 Kx. olANCED SIT«aroc p = R FOX ENGINEERING . PATq COVER WIIB'MAX. .H. tEi1~.B-rJ .AH,AQ- d P 1.1 It e.l.IL I.T.I."....... SN..t Iz.f 1z. CE0 ES. K ~T J AMES M. FOX, STRUCTURAL EHGIN EEP L.L. 10,20630 ]AA[ [ ~Y ALUMINUM COMPANY raoz)z>a-szza. rn of 12 I~An~ _ EVkU .r_F[xcoLx sr. WIND SPEED=70G90 M.P. H. - TNO eve0 re L E eBnAnx «B. vo~X eT. PuvOXx lA x've 5038 CF~i t~- CAU~ a j ATT ACHED L ATTICE PA TIO COV ER S ( WIND SPE ED - 10 0 & 110 MPH. ) T G ABLE A RO OFED 0 0JER MA XIMUM PO ST SPACI NG & FOO TING SIZE W IND • 19 UPD P I. FT - 30 PANEL THIC KNESS' X X 4 eEnm m£no ER 3X X NS ERT BEA MIT GD £0. 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H/13 ' - - - - s'-e' 1'-p' 1'- Id 29 29 13-z" 1- In' i-lo' 38 38 13 7 7 4 IG 8 0 ,2 - -10 0 - - ' ' ' ' fi " °-z' a-z^ 34 34 6 3 3 2 7 4 4 3 6-0" z ' " /16d' 6/ ] '-O Dzi m om' DZd' " .24' 018' ae' E -6 a-z - -z ° 25 25 g ' ` ' 8 4 4 3 6'-9' 2 1 /I ' 7 / $ ' p' 020' s' 3z' QY 02V "25 a-z 3-la 3'-10" 26 2G 18LO" S=IO 3 10 34 34 G 4 4 2 ' ' z 1 - / / g - 10-0• m' 20' 025' zs o3z" 32 - - ]-10' 3-G" 3-Ie 2G 26 Ia=1" 3=c" 3-c' 35 35 7 4 4 3 8 5 . 5 3 7 - 6 " 16-6/ [ 9 / ' mt 8. 3'-3' 3-3 26 212 1714- 3'-3' 3-3 35 35 8 4 4 3 9 5 5 3 8-3 ' ' z O ' I 9/ O II D 020 ' ' - " ' - ' 35 35 8 4 4 3 IO 5 5 3 s -o z /q-0 ~ 12-0' D2o' m' 3z• 3z - - - - -3 7 3-1 -1 3 27 27 16 9 6 3 9'-9' z -0/z6=o 9/11 J 13'-0' ozo o2o' o4o- - - - z=a' z'-10" 27 27 w=z• z''-IO" z=a" 3.0 36 9 5 5 3 10 6 o ' z zr-o~, 10/ ' ' • ' s 6'-l0' z-9• z'-8" 27 27 15-$' z=g" z'-a' 36 36 9 5 5 3 II 6 6 4 t -B -0 1 J 14L 0 Or 040 a - - - - ' " ' ' ' ' " 2'S" 3f 36 10 5 5 3 12 6 6 4 II`y° z 15'-O' ozy' zY 40' 040 - - - - 6-] 2'-G -c z 28 28 IS -3 2 -6 a IG'-O° ozs' za - - - - - - c-5" z-a' x=a" 28 28 E- ET' z-4• z- 37 37 10 6 5 12 " - 3 2 -6/ • q/ ' ' 6'-3" 2'4" 2-3' ZB 28 14'5' 2'-3' 2'-3' 37 37 I 6 6 4 13 7 7 4 Iz D yyD II 7+D" 32 32 - '-p' Dla" Ole m om DZa• z ole' o1g ' ]=s" +-z• a-z' 24 24 1]-r' a'-z' a-r' 32 32 2 2 2 - 3 2 - - 6'-o ' ' z z ' .6/ 6/] 7/ 9'-D~ AIB' 018' 020 0 02a' .OZ6 025 025 ' ]=1' 3-10' 3-0' 25 25 K:-a' 3=10" 3=a' 32 32 2 2 2 - 3 2 - ' - -9 s - " 2 , i ' / ' 8 > / 9 ' 018' 018' 025' 025 032' 032 _ - 6-9' 3-L' 3'-6" ZS 25 IS-$" 3-6' 3-6' 33 33 Z _ _ _ 3 2. - _ . > 6 " - ' 20 II-0. 024' -026 '029 ' 032 "0."2 - - 6'-L' 3'-3' 3-3' 25 25 15-0" 3'-3' 3=3' 33 33 2 Z - - 3 2 2 3 8 • ` ' -2 I$ / ' 9 /IC " " 3'-1^ 2G 2G W1 G- -i-1' d-1" 34 34' 3 2 _ _ 4 3 3 2 -O 9 2 24 ' ° D 12 - .026 02R 032 ' 032 - • - - ' " ' 34 34 If - _ 4 9-q" 2 19 -2 / 9 / O- 13'-O" c2a " ao 000 _ _ _ _ 4r z=1o' z-1tl ' 26 -2G la o a z -D z 3 , =C z zr / to/ r ' " `ID• z'- 8" z=5" 26 26 - 13'-7' z'-s' z'-8" 34 34 3 2 - - 5 3 3 2 1o 14-0 o3z o3z _ _ _ _ _ ^ ' ^ ' =c" 3 2 _ _ 5 3 3 2 11=0" 2 25-6/34 ' 9/II J J ~'L 6x 26 26 -a 1a -L z z 34 34 , P OST BAS E CONNE CTION TABLE B TAR E'T 312"THI 1 TI[""TEZ WITHIN 2'-C•CF fOStS SHALL BE PERMITTED. 108T CK CONCRETE 5.tB N? v - WIND SPEED 10 0 MP. H. WIND SPEED = 110 MPH . z5s 1-NB GEM (MN . 4z:0EZ VOF ADa~x BSETT IB3A^X UMI b 0 ~P \ 5 QN FOO TING 5 ON FO OTING 3.TDTAL M . . 2 IN NUMBER CF6D SM5 FE R PoST A SEAM C4>ELIIDNFOi OETAlL59 LaIA uw 6 MR, 100 Km"IND.MIN. O~ t~ ON SLAB 'X_042" O I V D4G`" ON SLAB •%A42' %D42'wl 4.MINLEM LENGTH -sTHS1.Qa`5'IE£LMETM-r 3EW3 ABOVEDA AND W.CFSIEF-T MEC V-SORE WDACOWL LIZE 6FOAt M.P.H.N.P.H.WIND. 7 a (e).Il• s.n.5. • l•)- 111 s.n.s. rev • -.1010 Tap T . IWO T L 3/B•H' POST o ~ CONNECTON C (OV FOOTING Q`ILY ) UAU H TD POST. L S/0 ^ Z 3/P• CI1BL0. Ae s 0s1 + 3 % Cn0EDIEXT AN~nOL[s TO • 13/0• EnXED. XxcxOBS TD SLAB I ~mDR ExO. A A- L WIND SPEED 100 MP. H. WIND SPEED - 110 MPH. LL •10 L A LXO.I To SAE- , %3 'X •A T .1 • • TO I, T.. i/1•Sir 042' 8'X 8•x A°2' 8'X, SX~ INSERT LALW STEEL X STEEL 3/16 ^ ABXEP OLLVPXZI[ STEEL VAIII A1E L A LALV. Y",.'Z pl . _ ' e)- l•)-ITAp Srn. S. 4ALV. Y II A s i•1- .n. 0 pD i p ]/B•H ® A - POST 'TD POST L2-x.59R' R ' ? .POST Sr a SIB CIVASED. . ^ ] b 2a }D Po6T 3 5/B•H ^ 2 ]/1• EnOED. AB S a z 1/Z• . SIAG AxcxOxs TB sue L.L. b TEnpEO. • CMO]' u%I V1%2P%Sia'' fiE' A LMDP V/IV16'% 2 %V4' L.LI L Axtxuns TO / 2 STEEL LALVAXI Z( 61CEL .4PLV1Mi IC 2O 3O GALVxXIIC ' ' YASEL PLATO. . . ` S n STEEL LALVAXIZE VASHU PLATE. 1A1- ha s.n. s. - 16 s.n. s. q 1 © YIS.Ex PLATE. (21 -3b f MB' l21 -314) M.8" s L•)- Ile s(.n. . p Z)- . . (0)- 1• S. io POSH 1121-5~1 OSH t (t)- i0 P t• i 12`8/B•H Bi 0 PO II • F[o g (I (2H'1 %L'CO NC . A P z t'z• 'EDnfxT D I % > • IT.. A cxoxs T. D rt. 3/0•➢ n ] t/ [ne[on(xT TD . [ADBs TO D 4 p 4' ' L.L. 10 ' COH~ 121 X - 1'0 ' B EMBED A B . EMBED. AS! Ll• X) sLAe V/T•. 1'• 4ALV T • v/IN65[2'%V4'- STEEL LALVAx IIC BU6 V/1•. z•. A 6• ]TL . 1 ] A % V Y v/IML%2 6i[EL CALVBXI ZC . . . . . ].16 B L. V SXEx PLATO. sN[n PLXTE. T . PI . xffl V T ASxEP'PLATE. Y b 121 -3'4'4 M.&• (2) - 314 9 M.W B 24 (A)- h< S.P.S. (el. Ne s.n. s, D POSr a (z)- O & P• PD]T A Iz)- D /Il • 111•0 A 1• 10 LL .m (21-I'°%6'CWC 121-I'!X6'CONO. L"I"'' TO [nBEDxFxi • PB[DnCxT ^ / EMBED. A.B.• EMBED. ABA m 30 sLAe u/ STEEL a ]/16• STE STEEL A ]/I6 x PL . P P . 4ALV. YAExf (2) '518' } N.B (2)-518 4 MB. 7 TO POST X g fl 8' E8BEO A CHOP TD ETC. L.L. 30 (2)-314.1X9 (21-55'/x9 ''CONC. L.L•20 v/ 2"%3'X3114• EMBED. A.ELA EMBED. A. B. STEEL GALVANIZE NOTE SHEET 6 &7 INCLUDE LL 10,20 & 30 PS.E WITH WIND SPEEDS DE 70, 90, 100 A 110 N.P.H. Exp. 9-80-2001 ~sT ~IVi `a\OFCAUF CCI,PAL NDTE5 AND 111111ICIIDAI: v1I°r• ' OCvCC •na 1..••1983 •Ol[fen"°°I'tan• Atvlnu• IC........... 3 lv All ".I 0..v6.t1lA..e Iet tnv x • Lp°e m • len ..`lnu. eL41°n ~nB .v. .euv ' l.le • 11 ..uAl~t.... n. a•4v. • 1.000 r.[. Tl•v .nAT v ]f~ •inl.u.°tnf. ..a .n.L] l- ..T l ' • AR ee[i"~n••.Ile ♦ °n 1.n. vu\ - tute.a ..IT DO 'IT l .l`..0.tl (l e."D.i. .IAn v.itl T.,-"p tl C .clop pt I.O P.S.E. 6. 'e 0 12132 nli.p°a t'...<!.°pl. A.S.i.x.'A • C a . v .n'I• nfO LI t0 6. u.l w. • n.lle C • All II~ZT A* v.(+.vlu ~ Evl' . • • p 'v.All . im. m.v. ^eelb~°I°i cevll. (.p.n.len Ev\t. elel°B°IA lv I.v. • IV.. • °°nc..l. 1LB.D. LII..- : 1'IX,, 3 'A ll n mO:e. e Y al...... *1 Cle:.a.e. •fa.^upme L. alveev t n... .va All•It.~ Ip w cv pl. '.n.lli>• eltcl.0. -1-11 V. °.t p- vv', 1° tlnOlp•e^..n Oe.l[n '°!.l :D Dp.n `.t Lf.. pity cev.. ] ie lnnAt •E vp\3. I.Y TIP, 'f t r°v ..e . 1. a '•n~v 1.411 e.'v ,.e. D PIT 11. ( el.Il'aa.(1•rl.uncu. 6nutl`I2 °I (2 P"-- U r 2a s' I AF. A4 / ° Av BM1T I x FOX ENGINEERING .u m ~r~ STRUCTURAL EN6IMEER FOX MES M - AA.oP~- PE TLK-,HmFTED-TY ATRAFIO TACAVFRwI~'MA O.H. L. YJ UR Z~ F 9 0 el _ lwe-L ATTICS PATIO COVER AT7 EY ALUMA!/M COMPANY az/zfa-EZZ ' 7 OF 12 _ JA . . ate i, 110 MP. H. ED ) W ND S YUACo AA Sr. E a CL90RAPH PD. POPPET. uLllo Xxu $090 T [,E J PES\OEN EXIST. 4q{.R4.7,fP'1'e~~J fOr~ P 9 ~I , 409: OF RAFTER SPAN RAFTER 3'x8`%,042' NJTE Sp C ALKS WITHIN ZLV OF POSTS SHALL BE PERMITTED. POST SHALL BESET BACK A MINMUM OF 4' FROM SLAB. EXIST. RESIC HEADER /SEAM 3•%6'x.042' WI CHANNEL INSERT 3L4 THICK DARE, STEEL I CCNC SLAB, OPTIONAL POST SEE TABLE )I FOR SIZE. - To G C E ' '0 9 1 \ ~ I T IT ~pE I/ J 2O ,C TO "'0`S MOTHS RE OODUURST SEE TABLE I 3 E T IG IZ' wt ~ - CROSS - SECTION x3TCS AID 1~1111111TITII: •Ele `e. at StNtRAL ' aviietnD E[ae• mE en• IDez •ER b" er en• /.l [en+arvc e 2. D^.•en•t• •SU•lw•.• ."eat3 !er enea•a n• rld' •t Et• °rl••l•••ex~ ecl•tlon •n v "•1 •'.Ct.Tl• ult t to "T 3 ~1'•Ten iiroCanct. •^•'•tla `•n•11 n•.••31' •lnl•"• tnl..n.~t•nE •n•It 0• In .vn a c. le" a`T.IDT... ° .eis S, •I • •,`...n, • L.DG. a.... i~I ~."S_3Sl v° n. .t .ea a.:t Dr... t.. mv.. i`. 1 ° C.Il Hi... 1, 11-•l ire• . Lu. ..1 " n • IT ..LL nI1; F9 11 c T . v T ••i.` 6.v. Lre te. T. %I. t. .u ~S:YU• C,,tl S. i 'sa. i~ :u a le io:1l,'1",i .e^iiit.°e ....~.E D 1 lee D.Tbtol`a•! D. 4eulaT nrtJlalen . clre4a. ntlD t•l,, 14 ..t. 1 tt1C. le C"".T " n . Dil n en.f"e ppl l..•[ t.! ClLie . eD •ani"tl:¢1c~ ` • m . LC.e T. 11 I I . T"..I aLLl nl...nc...... 11 a 12 THIS onfx Lr IIIII-1-1 STeu[Nef -1 ~IIT _ of 1.11.I[o. OPEN LATTICE-TYPE COMMERCIAL ` LL d 70'G r5u n Muc 083 3'50.%.125' 350..X425 " % ' Z 3 56. . 90-B 354%OG2 ' qS O 90-G 350. %.083 )SQ.%.125" JSOx:l88" 3"50.X25 To J J paixor TT o. x[u' F `si:ei 5UARTUNDS +sr rvo[p... L"i o ILL IS l tLII5' ax5lxun[ s I cvL o .S ii.9 ao[s fx3si M. o+ o THIS S L+5[DLLDiZOx. Ae~ ~s N f /,a , '1-Exp: 5,30-2001 / sTq Clo, of eal~ MAXIMUM ALtUWABLt kAr I nrs amrv - v ~ ~ L • 20 REP WIND SPLEED 6 E%P05URE 708 ]OC 908 90C IOOB IOOC 11108 HOC a EXI'05UHE C 908 -90C 1006 10DC 110 e O' 14-•+" IC.9 14~-9" 14'-I~~ 14'.9 IY 407 407 5'-10' 5-10 ]O C 900 X90 C IOOB ICOG IIO B 1101 9" 13-9" 13'-9" 13'-I" 13 9' 12.3' I]`B' 11'IC L. L.•30 P.B.F. NO SPEED B E%(XYSURE B TOL 906 90C IWB IOOC IIOB IID BEAM TO POST CONNECTION TABLE C W IND SPEED 70 BEAM TO POST WIN & D SPEED EXPOSURE TO BEAM BEAM TO POST & DT03UFE 0 70-B ® ® 70-B LJ - 70-C rz (3) -5/6.1° 131-SB"ID' 70-C II (2)-5B"Pf (2)-5/8'0 90-B~ (3)-1/2'0` (3)-1/2'j" 90-B (2)-5/8'0 (2)-5/8,0 90-C (31- 1"W f 3)- I"p a 90-C (2)- 1"9' (2I- II J J J J FOX ENGINEERING 1 -i E, E.' JAMES M. FOX. STRUCTURAL ENGINEER er. cALIDOl1.1n •oDO Y.......x ATTA CHED LATTICE / COMMERCI S POST SIZES AND FOOTING POST SIZE EIGHT m8 MAX. POS T H g w 70-6 3"JO%.062" 350.1[.062" 3-SO.XD83' 3'SO.XA63" " N 70-C 350%,083" 3MX.083' 3"SO-XAZ5' 350X188 " gp-g 350X.003' 3'A%.083" -3154X,125" 350-X.188 " 90-G 350.X.125' 3SGIA.25' 3.50 X.188" 3'lIa. X.25 J J ES FASTENER CONNECTION TABLE B RAFTER TO BEAM CONNECTION J : WIND SPEEDS EXPOSURE WIND SPEED & EXPOSURE cl 70 B 70-G 90-8 90-C 1-- UJ 10 RAFT. TO BEAM TO RAFT 10 BEAM TO RAFT TO BEAM TD RAFT. 10 BEAM LL.- 20 Rsl. b 3D P.S.I. L.L. 20 P. 5.1. 8 30 P.5.1. 21-TSASMS (2)-.10-IG !21-414 SMS (21-410-IG (ZI-4145 (2)-430-I1 ~ (2)-414 SM LEG (2)-SIO-IL X 314 TEK EA. LEG C 4 EG~ E(4HTOTALI E CH LLE 14-7XAL) EACH LEGS 4_ 14-70TAL) EL EG 14-10TJ TOTAL) 14 EACH L (4-TOT.1 (4-TOT) (4 'TOT) W/InSA % _ WI112'S, % _ - wIlUL 56x V4 WASHER .1112 sn.x I14VJA5HER 114 WASHER .SNT. 11 I14 WASHER LATE FIATE, PIATE.AWN_ gATE,ALUM. Y GOGFTG ALID1' VJLI- TOOL ALLOY GOCT C(JT 6 ALLIN r1)Glir• TABLE A POST TYPES' IQ 3-SO. POST +(2)-2'X61/2' X.024'W)(8)-# 14 SMS. X.032'~W 12e 1a?5XI51/2" © ` PO 2 024' WI 112)-'A S.LIS • X ® 3' SQ POST+(2) - 2'X G 1/2" X.032• WI (121-4114 S.US. FLST irD[s n •+o VOSL ..Sf LI wi0Tu5fo ro.ITT,... CD OliiO+. lm~ x Wx ~ gor[nAFf errs ~17 +'aE GSA v - / • r x* I, j~l f-4V tiIit -Ia 6 R{ I/ ~rfs w r . yceu vIC LT., 4a~ ~i'>AO x3P HOe g OF 12 LATTICE SEE 'JCTAILS SHL. It 13'x B'X.042'1 312 THICK CONC. SLAB ORIONAL NOTE NO CRACKS WITHIN 2'-G'OF POSTS SHALL BE PERMITTED COST SHALL BESET BACK A MINIMUM OF 4" FROM EDGE OF $UB AMR SS IS SAERTS 7 1 L. NO 2554; - - 'Exp. 9-30,2001 ~ ~oF C~ CROSS-SECTION . .nO cEE3E 1(.+,0x5: ~E" a[.....[. p. !n. a.: to . . k(YI: E..a R kta"' E.e. .I.n tR. TWO .mt " .u°alWUe fu< Y.°.. IT....,I...... C. n e°a ar . v.. C III Th. AILN".. ' • : a .i l1.a. ",P A. uN.A., i~i'e ..1... !n r x.ooo . t ° a . r. .n :ea .n a e. . a n. N• •t:1.~L rntex...• ....I ~Mll • e P ce. ..IB A e ll PP[Bi. I'E" " <[3< 3 l.cl. oOl.l.e "e [ I •en X E • t Olp f .e .l .n.[ MII t. 00x.-l.. I. ° IBL K A. c t0 e ' • ° .tu. p1.1. nt. . . ° 1 x• ' ° ' . . . f [ Bete. ^ . M. P ! p11. . • .ee a ..n. t•. .l. xOl IO1~5 M' " ei /IE• ..I.I... F .1L CPtt a PI-X T c P 3 ,I I .,III ..IN O"3! tt , I C u . ; ^ ^ . Lp.I.E.. Ca '1nl.I.. c t .nce• I O. LRXe. . 1 .l t. . B IC . . P ll...A Pi t OI.I.. [ ne ' n• A. a . 413ne 1.n T. ln Laen llt e B 1...C n lP. e. •n ~<E.. l 9 . n <•< BB t cl • I[ t 9 tP~•.cn c"1.< InII[.l.I A Il .ll<S" ° t•Inl . B C-1-1. "ItlES A. .1 mt. 1 . ,d lh, .<e{:C P.1 n. ae P.. FREES TANDING LATTI CE / C OMMER CI o Ul POS T SIZE AND FO OTING SIZ E 131 rt POST SIZE R+Fr w c6 g MAXI MUM PO ST HEIGH T Eq +A SE I rAe(E ' ' ~~~O(E - 70 B SD x.042' SQXDG2' 3' SQx BS 3 VEG X.083 70-C 39%083' 3'5¢.x.003' 3'9.x.125 3'SQ.x J00' 14 OV M y 90-8 39.x.083' 3'96.x.093" 3'Bax.125' ]9x108' hNy 90-C 356%125' 39.X.,80' 3 S1)t.25' 3VSE-KIN a I 0 N J \ \ J \ \/v X 70-B Ysa.x DG2' 3"SQ.x A62 i 9xDG2 3SQx.053' is LL Uj 70-C 3'9.x AG2' 38¢.%.083 39x125- 3'9.x.125' B HEADER ~W ALL. 90-B 3'5Q.%.OG2' 3"9 X C83 3' SQ %.125' 3 9 X125 SEE TABLE A F 90"C 3 5d%.125" 3"9.%.125' 3 SQ. %108' 3 EQ.%.25' SIZE: WST $RAQ kE 8 MIN N0. FTG 2 . OF POSTS. J J SEE TABLE A. AN4. 9610 FOR G O SP N.- t- - P r mnor[ +.R.e o s: ST 61N ESN 6P 1. .CONCRETE ~ conu[r[ SLAoo[[l s l NOT SLAB a+ on n[vAND n0 ] LnsT n AB+ ui',.nn0uxos L t [ CO RX rED AS xsTnuC7nm PA RT ALUnox. N:. ~ _ J SEE YtT eC< HMa MOM4,HeEP CG Mt n~1,, FOOLING` 40P S11 [xttOi[O. SEE TABLEA DTI: TITS OPEN LATTICE-I'll lTRUC*PaE n T BE FREESTANDING OPEN LATTICE-TYPE PATIO COVER DOTING 51 FASTENER CONNECTION TABLE TABLE B AFTER TO BEAM CONNECTION SPEED 8 EXPOSURE WIND SPEED & EXPOSURE Q 70-C 90-B 90-C BEAM TO RAFT 10 BEAM TO RAFT. TO BEAM 10 RAFT. 10 BEAM SI. 6 30 P.S.I. L.L.• 20 RSJ. 30 P.S.I. )-#BO-ID 121-1114SM5 21-MIO-16 121-Y14SM :2)-0-IG TENS y4 TENS EACH LEG x 3/4 TEES EACH LEG X 314 TEKS LEC 14 -TOTAL) EACH IEG (4-TOTAL) EACH LEG LEG. TCJTI l4-TOT.1 . 4 TOT.) S 4-TOT, WI IV2 SO% 112 9.X 4 WASHER w111/2 SOx V4 WASHER 1/4 WK R SHER SHT. iI ATE. AWM. TL PLATE AWM. PUTE.AILN. ALLOY GOGITG 'AWM. CL`EYTG A-UOY GOG ALLOT AJTG 7 1 - BEAM TO POST CONNECTION TABLE C BEAM - WIND SPEED &~URE TO BEAM TO POST (MND SPEED g EXPOSURE BEAM TO POST 70- B C 70-B . 70-C (3)-5/8"P (3)-`YB'>x 70-C 90-8 (3)-I/2'~ (3)-i/2'~ 90-B •m (2)-5/B 'P 127- 5/8 90-C (3)- VEX (37- I"~ 90-C (2)- I'1y J J J J )-14 TABLE POST, TYPES (D X .'~0-POS (8I-4i 14 XSM.5. 2. 24 1 0 3' SO. POST. (2) - 2" x G 1/2' X.032''W l181-r 14• sPJS. © 3'SO POST +(2) 2'XGI/2' X0241 W/ (12)-'14 5.US ® 3!50. POST+(2) - 2sX 61/2" X.03' Wi (12)=4114 SKIS. a OL3T E n .x. s .aB mm IBR s iO.35nOX. ~n T Pn [ us[o rm INTINc COACT I... ^p1C[~'SN~.3~- R^M LMCIM1(eE u. IN.-.il C.tll I C,A .C..t - ,..Ae N. .Px.... FREESTANDINGLATTICE-TYPE LATTICEPATIO COVER A/UMA- -_T .NCB .9z IOIS Kx. 3HT#LT09 CHANGED FOX ENGINEERING .A~ m COMMERGIALSIFVJUIJRES Prserl ras . IGBO E EVAL _..xoTED H JAMES M. FOX. STRUCTURAL ENGINEER- MIND SPECO 6ixcoswE • VAI I FY. Al UM/NUM COMPANY TE D 72Te-~2+ 9 DF 12 REPONO _ KK uuro%4u raz.o oorxa rx Ko 5o-G 7" To-C 9QB 1 ? 3 ALIND LN Sr. EO2 x~ , 5 . . oPPO TuaoR A ATTACHED LATTICE / COMMERCIAL STRUCTURES 05T SIZES AND FOOTING SIZES WIND' 22.3/3' p w POST SIZE y~ MAX. POST HEIG HT M , m 0 8 _7. z w 8'-7" 11:0" 14=G" 18-0" NOSLA5 w15LAS 3 100 B 3'51X082' )'51X125' 3tAx.IBB' 3"RX.IEB' -z~xEB 'az+o • 0 1000 3'50x.125 554X188' 3'SOXABB' 31f2'S0,XIBE` ~ .[f 30 ' ' 110 B 3'50%125' 3.53.X.125' 3'xix1BB' J's0%25' -0 &4 18VA3 ` ' 110 G 350X125' 3'50%188' 3"11%25' 312'50%25' 3-0 °0X1 18x1(5-2 _I I J LL th a: J J NOTE REFER TO SHT 8 8 12 FOR CROSS-SECTIONS 8 DETAIL ABLC fO0ix0i[ST c..LAETE A'.. tClunxL O .1.) c RFTELS SURROUNDS AIN 1 OTI6z 3: WORST S ALAS DOES NOT EXIST ND YD sLAD WILL BE r Ycim PART .1 Txu IASTP L.... J a WINO ZH ELL1 too B 0 oo D 110 B 110 C LO TO RAFT. TO BEAM TO RAFT TO BEAM TO RAFT. TO BEAM TO RAFT TO BEAM L.L- 20 PSF PA 3 0 P.S.R LL.° 20 P.SF & 30 P.S.F (21-145.M.5 (21-114- 14 lZ)-14 S., 12)-114- W {21-14 SM.S. TEKS EACH IEn E M5. TENS, EACH D LEG TEAS, EA. EA EA. LEG TENS, EA. EA. LE6 LEG 4-TOT . l4. TOTALI LEG. l4-I ALI (4-TOTAL) IPG' (4-TOTAL) [4-TOTAL) 14. ALI iOT IS-TOTAL) 1 ENT II BEAM TO POST IOD-B 13b51801/M .(3• 1}1-94dN. B.` I~.L' M f3P314d BF (L-I•F M.BI u w 110- B (3)-314d M B' 131-1 x mE'P 0 110-/.` J w"u y C`u 10 SAM TO P057 & EXPOSURE SHT N BHT I lI I I~_B 131-5/Bp M,66 (J1_4•LMB.° IOD-Ci 131 $"4a M.&' {31 rID MB.' F1f 110_8 13131q dµ8' 13131<dU.O a O 11D-G (3116 M&' (3116 M.2' TABLE A C6 a O N J J W N Lai rT J 9-7 I IL-o" 114'-G' I 18'-0' .1n, to xm- .25' ES TABLE ~TE REFER TO SHT 5 512 FOR CROSS-SECTIONS d DETAIL 1PB C FOOCXOL[5: xCV. LO« AL FLA." WILL B C OCOxSiPYC i[O VPS PART LOPCPETT SLAB IEi55i T. OA Y } 40x'1111 SLAB TO'S x E tsi VO OF THIS IBSTALLATIOx. r w ~ Yd n FCAL \F _ FOX ENGINEERING JAMES M. FOX. STRUCTURAL ENGINEER TELE.RAPK W.eT. CALIFORNIA 9 8[66 D r..:.t / ASSQIBLY SNSTRVCLIONS ME FASSRPLRS TO WOOL STRVCNRES: LAG SCREWS LEM HOLES PoR LAC $OFEY5 SHALL BE BORED AS M I: LE NO PON M£LV ER [OVAL TO PACENTSIN VOORU DAND AORLEN GINS £OYWHASO AT DI THE LFNG'fd OF IS Ttl £ SNREASHO PORTION. 211E S'XRLATH, PCRSION LPASS OF THE LAC SCRL4 SHWI BE ZNSLRTLD IX I25 LGD HOLE BY 2VRXING NAMER, SOAP OF E TO YITN A VRF]ICN. NOP BY ORSVSXG VICE A HE TO LVBPSCANT SN WL RE VS ED ON THE NT VF SCREWS OR IX SXE LEAD HOLE FACILITATE INSERTION AND NR ..AD. N' IT LAG SCRE4. HOLES 'CON SNVE E A DIAND H EOV W 'NV~ABPRO%C HATICS 10 W.H. PLRCENTNOFASHE NWD SCREW NOT, DIAMETER IX VWS' LEAD HOLES 100. SCREWS WOOD OF THE LEAD RLCRLATERALLY SXE SNA61R HER" BE ABOOTLSLYEN-LIGHTS T THE DIAMETER DOLE T ) SHALL OF HE IlUN SDS THAT BZANELER OF THE 3CFFH AT INS MOT or THE ABOUT S GN TNRLAD, THE WOOD SCREW SHALL BE INSISTED NOT BYSBP1, NG . 1, A 2VRNIRG WITH A SCREW DRIIRR OR OTHER TWL•£® ON WOOD LCHOWS OR HAMPER, SOAP OR OTHER "'ART" ED" BL 0 IH THE LEAD HOLES SO FACILITATE INSERTION AND M PREV£XT OMACE TO THE xOG. SCRLN, INCA 0[CS AW I'D...i[.[IOxS F 1P1' i\ 1 p °Lee~v U+ t90} •Jl A, IN.of ex+ :tlu+lnv iCen+t[vetlan } All- A .E..I. . 6~ +w 5~ `e r.[ tPe a A....c.:i°:: e.lal.n , t .I-ie .t [niu.: t`': v P.... I... en .r a DOT 1. F.H-1..-F 4N .nnt n AI' mm n.u .n° .1.11 V YL S '•.1..1.0 ftl l °D••tn.lt •E+11.t dlp p •`.nla.°• `.l.ct[.pl.t.° .v 8 G All ...ll. Ls e.i`. n. L.Ae, e:•iuz:-T. G 6. .:i;. [ f111 ' ..1 °.i.. aia .c. 'u ' ..:in.[. .'xol.., I• .n.tv16. le-IS, O I..... t..V p • B :1:. e. . ..6 n .t..l . . ! .ll .613 ll[ All. P.. 6.1t. .1.11 1.+. A e"'L... I..c.e.B. tE. . Olrlna !n m e. ic• • 6 1...uryl,U LAO OPAL E'. y}`.. C C°°1.+. •.f el tl.n xr I.Ae. .nlv.A6^11t.6 A ......e All It"' P. 1^a t r[le.lar l' t. u.em.. el ;.tl1c: ;:e. ;......t.. P.. s1..t f ¢ , IW-B Ioo.C, NO-B d IIO C .x..i 10 OF 12 NO. 21543 ~ a .05• R ]•%A"X EA. 51DE(2 MR LATTICE I IA2 SO. LATTICE F ]I O Sx 3.,C.MWIMUM R• EA. SIDE ( 2 LROOFED-) . WIlB%25-MS ' CE EA. RAFTER(TYRD 14 GA. AST514%8 SEE TABLES 024 FOR THICANE&SES 042 TsO L POST 8.0' N AJG SEE TABLES PER THK:KNESES .032- Typ. SEE TABLE 3E>-RAFTER. T~ FPT USE A$ L 004-H3G - H3G EA. SIDE ALUMINUM 300A -143G ALUMINUM A J: -T~~ 3004 -"34 ALUMINUM 4 LATTICEIV R AwNUHUM 2 POST W/SIDEPLATES 3 I Y2 S0. LATTICE EAM/HEADER W/a+ANNELINSERT I RAFTER RAFTER .prR fOF 11[[ Of f,if([Mn/vxsx[v il.r[. - 5[E G05, E.S[ [O.x[O, IOx r.9.[5. -L b / A.O. SJ I G 612° pop' 600J-TG RYE 4ZE NO OF FASTENERS ALUM RAFTER (M 24.O.C. I12" V ME CON,,,,,,, TABLE FOR THE PARTICULAR y--2]JB 8"RAFTER WI WASHER RATE Typ ,040'Cq. 3(YJ4-H36AUH. PAM COVED DR FOCF STPIICTUE`.ELECTED. rK I ~24F0. C. 5EETABIE SHT2 I12' 112' (Z) TOTAL, DT - - GOGI -T6 5 NOTED IN DETAILS FOR SIZE OF STprEx[R/ru+[c OLAIE. I TYP TYP - :I x . CENTERLINE SEE .sE III4cEe. BE W THIC ALUM. ALIDY: 1/2 MIN. EDGE 8 IF STANCE, FASTENER,PER }?D G043 4G OR I I TYR 30 'Y DETAIL 04-H)4 _ Z ALUM. ALLOY' BEAM/HEADER' Lp43-T4 OR 124 MW - :M4'H3 . I I ';11h. IhE nLUM. ALLOT 4041-T4 G z RAFTER H,,MR ISEAM 21'X212 WICHANNEL ALBERT 1- SEEVAROUSGETAIL5~ .L3'X 2' 5beA 2F 2 A W. 2 ve'OR ITJB•FOR G In-RAFTER B 8" RAFTER NOTE: # W •31R•OR 27/8 FOR 8 RAFTER. ASLM A4g4•FY-40K51 ~ ZEh NOCf FASTENERS/ 3A~GI%211 REFER TO SHT. IO FOR USEOFT"6 CONN. SEE OJNUECIYJH TAB.£ A.8) ,DO Fa+TF1EPUxrcuUw FGOJERW = - STRUCTLfEYLECTED. SST BASE BRACKET / STEEL 7 POST BASE FLANGE BRACKET/ A U B BRACKET / RAFTER /TO BM HDR. 9 ANGLE CONN RAFTER HEADER BEAM 10 "U• BRACKET GENERAL 3 So COLUMN. -IYx 112 XD42/IL•3") T.11 NOTE, TOR 512E LNJ. FASTENERS/A.B'I • ^ 6043 T4'CLAM OR IYL XIYL 1212k 2L2 PoSTEAm LQR SH OF MST SIZE WR THE x- %.04030D4-N3GALUNt L•3' X344'STL ( \ SEECOIMECTLN TAALE 45 ~I4 _L AFlURH GRADE PARTICULAR ADDED COVER C0. RCOf _ i, EA ODE. ES nR 3 STRUCTURE-SELECTED.- RAFTER 2-`B SM.$: EA. SIDE RAFTER C24'O.C. MAX. MT. "r •l ` _ 0.0 GRADE O 4 rE4M MET I - - BRACKET W)2 -'14 IN I S•MIN. ''U',@SAGIEfT EACH PALTER IZIMI RAFTER I BEAM/HEADER SLLS TO BEAM B 4-!E SHT-H THRJ FEET TD RAFTER. \ 1 Jq SEe SHi. 10 P AsSHIBLY t2)-SID SMS EA LEG. SEED B EA 10 24F MAXIMUM \ INSSRUCTICN FG. DY ..D EA LEG TOBEFMktz ~ - 24• MAXIMUM G' MINIMUM 'SCRCnS. LEG TO P.EFTER. 4• MINNl.uIMUm M 5NT.11 BRACKE7 2-l2DX3'NWDSCREWS LL1.208 PJR EILNONECTIO TABLE F~ZE d W. OF FASTENERS/A.B'/ SEE TABLES 30 BSF. AIO WILD EXPOARES IOOC ~'T( ASTL~UUR RATIO 000 SEE CONNECTION TABLE FOR THE 1108 BE IIOC OR SICCF STRUCTURE SELECTED. PNR CUEAR PATIO CO/ER OR POOP USE FOR FREESTANDING OILY 21-t 14X23K•AWD SCREWS Ail \ - \ TNER DESIGN lDK6. x_rz: yon s, I or :nrrz.. xw/u.zxEx >E.rz. STRUCTURE SELECED. I6 Fl7ST TO SAi E XE&X ,4 A[ c...ecTl4x T.EE[s. 15 EMBEDDED POST WALL CONNECTION 13 RAFTER TO BEAM/HEADER CONN. 14 RAFTER TO BEAM/ HEADER ASOCNSH~La1UR iF14 SM5 u45CREW5 OIFPECTLY OJFR AN INTERIOR 5HT11 TEST NOT FERMITTEDe 2 [ 3'SO. POST 21 PER SIDE I POST WIT 0 FOOTING 4- .074 ZERT J• I/2 PLASTIC PLUG lEm! THRU SOLES' p44• WHERESCREW5CN 'S^ 5' P EFER TO POST BASE INSIDE. CANE. TAKE POR E STEEL TEST i T' 0 I ~ TYPE TSTAURURCTURE SEE FASTER/ SE A I I I I 3. TA PARTIO`DC TENM TE SELECTED 5' IVA TKTI - 7X 4'% 3eX O-Y 5l CGVER OR POUF STRJCTUHE SEL I V2' EFOR 2'FOOFED-TTTOTAPEL, AR SI 6 SC E SHEET. ET. 2 V2' 1 SL 6 I ~ PEHOE T' 3• G12xRAFTER1510ERATEII I I 4M OR IDE SA13 EA SIDE EACH SIDE~ I 412•ReSTEP IS[E PJ.TE EA. SIDE. IV 3-SO.PD5T OETN£EN I Z-A MET BETWEEN SEE RATES I I • 14 SMS_ EA. SOE TOP, I i I SIDE PLATES MID-XEICNT0e6OT. 11 -J i15HT a _M NOTE: . FOR SIZE b No. OF PAS V4'b BOLTS MAY Ef USED 3•SO. STEEL COLUMN A,B. ' ScE UXYFI:TICN PH-f AS ALTERNNE TO .I4 SMS FOR THE WJTPICUJJI RETIO 22 POSTTOF CONN. C .SELECTED- BEAM HEADER TO POST CONN. 20 BEAM/ HEADER TOPOST CONN. 21 EAM/HEADERlD({)SF s zD ~z Arts", 4H pOST BkcE FAHCFp WT.w]TO II P FOX ENGINEERING p/~ FLANGE p ICHO. ES _5 go FOX ENGINEERING L/ ~~T/Aa", J NOTED TAMES M. FOX. N STRUCTURAL ENOINEEfl P CW I EVALUATION I 44F4 rzl.e oAArx %P. oo~x Er, e4u rP11uA 44ue REPORT NO 5038 i ' qy 145. IT4'%9'B.R NOTE REFER TO. SHT 2 FOR USE OF THIS CON N. STEEL POST OF OQN: E E Abng2K REFER TO POST BASE GONIITABE FORTHE TYPE OF STRICTURE SELECTED. LL.- 10 131- 5S'1 M8 L.L,20 S 20 131- 112 PMB. % 1l4 ANC1E, EA. SDE CF POST. 3' SCI. POST a F jz~ LOI. T GA LIBO ED C..~ POLE . IJq'/M.O. G IVIG'FROD HELL%-9-GA (150) 0• ' e I'ko.lll\'E~ T TO ABESCO ANCHOR (IS [O.%024 LEST SEE IKET PER. BO 12 EHK SMS EASIOEEB3~C D"EK.M & PCP. -•13 SMS.EX SIDE /1.... INT. 11 TABLE FOR PATIO COVER L DETAIL R E PATIO FOOTHG A l SEE 1112 ll AUTERIAL: A -X3G ALUMINUM 24" ROOF PANEL II/32' ISTy' Vp 45 MATERIAL:3 -"X AIIAHRIIM 12"X 3" W PANEL 3. O.W. E .S VALUATION 2EPDRT NO 5038 CONDNLCUS SPEED RNL PER DETAIL (WHERE OCCURS) FDG3-T6 ALUM. I "J" RAIL ATTACHMENT IG25~ 81 _ d=,-J} 208' Oy( 02V R J25 J04 FULL R OS ' . 2086E I~ .312' l625µ 3562" - .0W 30 2 I 2% ~t 62 {-LOG2-j EASC1110'LEEP 62' 423]' EASLO ALUM. I.D. t 31 062< .062 ft 1~ -D50' 6 ( 21 I 1 iI b25' I IL500 cE[ SZE. AD roR ASSRRRZY IRETRVCIIGNe TOR ROOD RAISERS. ST. WALL FOR FASTENER SIZE B S,AomG SEE SHEDUI-E D 58(I! 161.. IO SMS WUALT SPACED ~ s 10 S.M.S. THRU PANIL LOCKS & AT FA CONTACT LIt IO S.M.S.a EA. RAIL, Q SNL 12 SEA SST. 10 MR ASSEMBLY IYSTRUCPIOR MR Y000 6CREYE. NR FAST SANER SIZE A SPACING. STS-SCNSDVLE 10.. BSS. 12 GE 12. MAT- NOIU( I Mtk. TECO CUP EXST 2%FASCIA H GER07 SHr.12 BOARD. MIN. L' ANA. MAX ALILMASIE fROJECTICI EXIST SAVE OfiRHANG SEE SCHEO /5 XT. QOP12 EXISTING EAVE ATTACHMENT -I-7S-t n25 R FULL R 483' + \ 3.737 010'% 50' ' 2525' }T50L} /T J I L50X0100PG2X 55 7VR .130' / .1 130 I - EXPOSED SURFACE 375 .010'DEfPX 90'- I (TYR) -EXPOSED SURFACED-- J 3 *J'RAIL' '0' -H ' 716-R 97-RAIL PROFILES ALUMINU BEAMSR10;5HA INTERN - -45CREWS R CN3ECfLT pAERAN(De Z- NST FE{MITTEO PER_SIDE I POSTUR IHI T .y2 ELASTIC PLUG 5 WHERE 3REw ISw . 5' 151 - INSIDE. 7- 3.5 6 SCREWS 4-x14 OR 1- *54 I I PER SIDE 1 6LG'RAFTER(9)EPLATE1 SAES EA. SIDE 6Z2'PAF'IER (5CEFUTEI EACH 510E EA. SIDE. ' ;3'SO.~aT S'fwEEN 3'552 POST BETWEEN SCE0.ATE5- 1145MS. EAEIDETDP i SIDE PLATES MIOHEIGHTBLBOT. I f I 1.062' DIO'R XDIMEP I JR.062(2I 423] EA REF m 31UM ff 11 _I _I 050' OL2' R <2) bCQ' .010'X 50' OF JIT2'R 7.130' .130' 1 Alo 1.500 2.000' / ' 1 1 VataJn REF, .OIObEE z90 (nR) 3 `G" HANGER '"~s Y.1P* 2•J' )Y 6063 T6 HANGER / RAIL PASTENPR TO FASCIA. WILL, (STUO.)KASONRY OR Cl •I{:SFLS AT X FAECIA T AT tlA50N0.Y 8 NSND N SINPSONA33 16" O.C. CO iCRETE DESIGN L.L.• L. L- L.L.• L.L.+ L.L.• L.L.• L.L.+ L.L.• 10 20 30 10 20 30 0 20 P TO L C E 90 E H H 100 C F A J J 110 D L X N. DESCRIPTION DEECR JI .T~ p A-1 {'O 1 1 2 ! 12 O.C. F-7/16"0 x 2 1/2" ! 1 I G f w o- B-3/B"0 x t 1/2^ ! 16" O.C. G-7/16"0 z 2 1/2" ! 1 I 4„ F 1 3/8"0 x 1 112" ! 12. 0 1 . H- 3/8"0 x 2 1/2" ! 1 D-7/16"Ox 1 1/2" ! 12" O.C. J- 114"0 x 1 1/8' ! 1 E-3/8"0 x 2 1/2" ! 16'. O.C- F- 1/4"D x 1 1/5" ! 1 EYIGTING TAVR ALLOYAELE e %XIGTING RAT[Llt R).FYER SIEP SPACING OVLAaANG 11 5^ X S S FVLL OR 1O 2' 0^ 2•, X 6^ 6 N lL 1 -9 OTC¢D 2^O. . 2'-0' 2" X :"POLL OR 24" O.C. 2" % :"'POLL 2" X S^ NLL 21, O.C. .2'-0^ D'_l" BEAM/ HEADER TO POST CONN.' 8 BEAM /HEADER TO POST CONN. IQ' M4z RAFTER ETA RATER -TAIL' 25% OF POST F,CEcEy%POST -F OVERHING 2~ 1. I O' S~ACTIL' MAX.OhAXANG 2. <2)YIO RMS. EA T D SM.S. AT VIM /T iiD SMS Q 12" OL ROOF PAN y -tea 4 .51DE EEA 121 p TOTAL) 4t 6I/2'X eXDZ4' ALUA RAFTER k10 X 12511.51OP B POTION. G 12' - ~ i- a I N1N. 00r X J 0 SMS TOP B 8 BO7TTOM 12-TOTAL) 2 5 POLL fORAED WrtER~ A D% Z SMS TOP B WTMM ( 2-TOTAL) T XB /i ~PAUrD:u~/~ 'M1✓~ Ff~!t n ~~r (I ONT. RAFTER`TAIC' 110' 10S.M.SE S9 ,4.10TJL 1 ;4' 4 6 RAFTER `TAIL' W/ G-X 2" FLAT PANEL !ER "T AIL" AT SIDES I I HA? I tK TAIL AI rrlvlV 1 COMPONENTS BDETAIL A A-LAT77 Pano coven R2R, NA1s N.X. cHAHGEO SHr.0e>ou FOX ENGINEERING JANE! M. FOX. STRUCTURAL VNIMMEER CIONN.FOR: ROOFED TYFE-FATO CMWJ ~rpuAxlM COMPANY - t:ozlz7e-0'224 C (lI SE , 12 OF 12 3aCi!IY [JM SA -;A 244 AS LI MATEfNI: 3..^04- H 3G ALUMINUM I?" X 3 V2' W PANEL X 2" FLAT PANEL DEPARTMENT OF COMMUNITY DEVELOPMENT 7500 WEST 29th AVENUE BUILDING INSPECTION DIVISION PERMIT NOr,1921I18355 237-6944 Ex7. 255 P.O. sOx 63e CITY OF WHEAT RIDGE, COLO. THIS PERMIT VALID ONLY WNEN SIGNED BY THE CHIEF BWLDING INSPECTOR AND RECEIPTED BELOW. APPLICATION FOR MISCELLANEWS PERMIT JOBADDRESS 3~\~ SIMMS ~.9°C~ OWNER ~N-`oNp CONTRACTOR N S- ~ ADDRESS 51MM 'rT":' ~ -~2 _ ADDREASS PHONE Wl?~.C~ ZIPCODE ~FV"-~ y (-Q ZIPCODE Q_q3CONTRACT PRICE $ C"i-17PS55!i CITY PHONE ~~OG"G~ LICENSENO. V~ DATE 9"~O'n1o1i TYPE Ground❑ Wall❑ ProieclinQ❑ Otner SaDFeert 1 . 2. MATERIAL Total SQuore Faat SIGNS pe EIKt Permit No 3 ILLUMINATION Yea❑ No❑ T . y . . 4 SET BACK FROM PFOPERTY LINE N_ S_ E_ W 2ons_ Apprwsd,ZOne Inspeefor (SpeeifY whiah ia front) ❑ ❑ ❑ ❑ Disapprwed 1. TYPE Solid0 Mora Tnan 80% ODen❑ Loss Thon BO% Open MATERIAL Hoipht ? FENCES . 3. SET BACK FROM PROPERTY LINE N_ S_ E_ W Zons_ Apprwed,Zone tmDseta (SPecify whieh is }roM) ❑ ❑ ❑ ❑ DiaaDDroved (~F rt C= ~..icr, iC-&~ ~,~f ~ M.~ Q tC (LIHARLrr~~ C~ \0-J 'T- I . 2 Ws~ LPN~e2S OF- OTHER ~ 'A' S Cs-7 -T-C~ - _13\Ap~ c. 3 . k S s a-, 11 DRAW SKETCH OR SHOW BELOW, THE FENCE,SIGN,OR OTHER STRUCTURE,GIV{h'u DISTANCES FROM PROPERTV LINES. ($ETBACKS OR PROJECTIONS INCLUDED) \n INSPECTION TICKET STREET NAME SHOW DISTANCES FROM THE M41N BUIIDING TOADJOINING HOUSES, STREE DiSTANCE TO PROPERTY IINES, NOT MAXIMUM OR AVERAGE OISTANC Joe ADDRESS M9a DATE: BLDG. PERMITN I~ 3 SS PERMITk BLDG. CONTR. SUBCONTRACTOR APPLICATION FOR PLUMBING; ELECTI THIS APPLICATION WILL BECOME A PERMITTO PERFORM THE INDICATED V DATE INSP. REQ. PERMIT WILL EXPIRE 180 DAYS FROM THE OATE OF ISSU n ELECTRICAL PERMIT STATE LICENSE N0. PLU STATE LICEN MBING SE N0. F TYPE OF INSP. - INSPECTION MADE ~ ALUMINUM WIRE UNDER SIZE 8 IILEGAL FLOOR BSM I S ~ Sdm Wa7ER CLOSE7 REMARKS TEMPORARV METER WASH BOWL NEW SERVICE - AMPS BATH TUB CHANGE SERVICE - AMPS SHOWER LIGHTING SINK HEATING GARBAGE DISP POWER SUB-CIFCUITS WATER HEf+TER W~R.FORM 619 UTILITY(RANGE,DISPO5ER,ETC) AUTO.WASHER FIXTURES DISH WASHER ~ WIRING MOTOFtS 9 GONTROLS FI..(X)R DRAIN SIGNS URINAL TRANSFORMERS B RECTFIERS SEWERS ADDITION TO OLD WORK OTHER MOTORS OVER I HP TOTAL FIXTURES e ihat 1his aOPlica- kn wled A PERMIT FEE Nor~y~ID UNL~S ~CEiwiED ~ "1 q o I hsrl y ac fion u cmrect ond understond tnat I USE TAX / ~1;2 - I I li- til thi s aDD tannot start this Drojbtf un cation is aDPraved. I shall comply with TOTAL FEE jL d t o fhe lowf of the State o1 Colorodo an the Zoninp Repulatione ond Buildina QPPROVED ' Code of the City of Wheai RidQe. Any violation ot the above terme will cause OED - ` Df9'11lelsR0 CHIEF BUILDI INSPECTOR, Cityof Wheat Ridqe immediote revocotion of tnis Oermil CALL 237-8944 EXT. 255 24 HOURS IN ADVANCE Date Issued FORINSPECTIONS 7500 WEST 29th AVENUE 237-8944 EXT. 255 P.0 . BOX 638 ONLY WHEN JOB ADDRESS CONTRACTOR ADDRE,S_S~ CITY Ld'~ PHONE SIGNS DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING INSPECTION DIVISION PERMIT NO MP92413273 CITY OF WHEAT RIDGE, COLO. BY THE CH1EF BUiLDING INSPECTOR AND RECEIPTED BELOW. APPLICAT~JON FOR MISGELLANEOUS PERMIT 'lm7 N ~ OWNER ADDRESS PHONE ~~J ~~/7.-r~7~/ ZIPCODE o0 ZIP CODE rCONTRACT PRICE $ LICENSE N~~ DATE ❑ 0lher 5 a D Feco Wall❑ Proiectind I. TYPE Ground❑ Total Squon Feet 2. MATERIAL glkt, permit No. 3. ILIUMINAT10N Y99171 NoO TyP° Zo~~__ Apprw~d,ZOn~ Insp~etor 4. SET BACK FROM PROPERTY LINE N_ S~ E~ w~ DiiaDDraed ($petilywhicl+isfrMt) ❑ I. TVPE SolidO More Than 80% ODen~ Less Thon BO% OW^ HeipM MATERIAL E_M' Zp~e_ ApDrwW,Zom lmpGetw fENCES 3 SET BACK FROM PROPERTY LINE N__ S O ❑ ❑ DieaDDfovsd (Spsci}y whieh is froM ) ~ I. OTHER 3. DRAW SKETCH OR SHOW BELOW, THE FENCE,SIGN,OR OTHER STRUCTURE, GIV1N6 DISTANCES FROM PROPERTY LINES. (SETBACKS OR PFOd°rrnuc wCWDED) ~ SpECIFY NORTH STREET NP.ME - SHpA'NCE N TO PROPERTY EI+NESBNOT DI MAXIMUM TOADJOROINING pNDPROPERTYLINES;ONIRREGUI.ARLATS,SMW/LEAST APPLICATION FOR PLUMBING; ELECTRICAL; MECHANICAL PEHMIT THE INDtCATED LDING THIS APPLICATION EWILL RMIBT WI~LMEx PAE M80 DAYS F OFORM M THE DATE OF SSUANCEOIF WORKO S NOTISTAR ED WITHIN TIHAT TIME INSPECTION DIVISION. ERMIT MECHANICAL PERMIT ELECTRICAL PERMIT STATE LICENSE N0. ALUMINUM WIRE UNDER SIZE 8 ILLEGA IMOTORS B REMARKS I Mreby ocknowledpe thot thls oDP'ica- tion it correcl and understand thot I Gonnot start this prolbCt until this WpD^i" eolion is aDOroved. I shall comply fhs lows of the State o1 Colorodo and ro ths ZoninQ Requlahons ond Buildinq Code of tne City o! Wheat Ridpe. QnY violalion of the above terma will touse immediote revocotian of this Dermit aNr• f PLUMBING P STATE LICENSE N0. FLOOR BSM IST 2Nf WATER CLASET WASH BOWL BATH TUB SHOWER SINK GARBAGE DISP WATER HEATER AUTO.WASHER DISH WASHER FL,ppR DRAIN URINAL SEWERS PERMIT FEE USE TAX TOTAL FEE CHIEF BUI INSPECTOR,City of Wheat Ridqe Date Issu " 7,- ? y FqT NOT VALID UNltsa ,22 tf yc3s3 '~E , CALL 237-8944 EXT. 255 24 HOUPS IN ADVANCE FORINSPECTIONS 7500 WEST 29th AVENUE DEPARTMENT OF COMMUNITY DEVELOPMENT 237-6944 EXT. 255 P.O. BOX 638 BUILDING INSPECTION DIVISION PERMIT N0. g91I/4518 CITY OF WHEAPECTOR T RIDGE, COLO. THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INS AND THE MAYOR - CALL 24 HOUf7S PRI R 7 TWO SETS OF BUILDING PLANS AND TWO PLOT.PLANS MUST ACLOMPANY THIS APPLICATION BUSINESS NAME L< < 9 1I COPY OF DEED AND IMPROVEMENT SURVEY REQUIRED LINE ~ SPECIFY NORTH FRONT PROPER7Y L STREET NAME p~/~1/~S ~ (CIRCLE FRONT) N E S W SHOW DISTANCES FROM 7HE MAIN BUILDING TO ADJOINING HOUSES, STREETS, AND PROPERTY LINES ON ABOVE SKETCH; SHOW LEAST DISTANCE 70 PROPER7Y LINES, NOT MA7(IMUM OR AVERAGE DISTANCE. OWNERS LEGAL DESCRIPTION CONTRACTOR L G FSLIC. N0._ METES AND 60UN17S DE RIPTION Ay'~7ACHED ADDRESS /S` / PHONE.~-?~~ ADDRESS~/ZS 7Y CITY~{L ZIPCODE_L"fOVJ LOT N0. LOT WIDTH f DEPTH~~/f~qREA 9~~) SUBDIVISIO BIACK N~O.~ ~ INDICATE THOSE OF THE FOLLOWING OFF-SI7E IMPROVEMEN75 NOW EXISTING: Curb9Guiter-kzry"tpavinyZWytsr Sosr-Af'Stormproirqye_ HAVE ARRANGEMENTS BEEN MADE 70 PROVIDE FOR 7HOSE NO7 NOW E%ISTING: YES_NO_ ARE THERE ANY SPECIAL ASSESSMENTS AGAINST 7HIS PROPERTY: YES_NO_ ~iVrfits y~ UNITS_./__ REMARKS: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMEN7 1 hereby certify thof the above setback distonces shown on ihis permit opplicotion are acwrofe, and do not violote oDDlicable ordinonces, rules or re9ulofions of the City of Wheat Riiqe or covenon}s, aasementa or rostricfian6 of re- cord; thof oll measurementa shown, and alleqations maAe are accurate; ihat I hove reod and ogree to abide by oll conditions printed on this applicafion, ond tttot I assume full responai6ility tor compliance witA the Wheat Ridqe Building CoEe (UB.C) and oll other opplicableyheat R~ ardinoncea, fOr work under thia parmit. PERMIT FEE USE TAX TOTAL FEE E S fl1-I-Il tqi SQ. FT COST THE PROPERTY IS P~RE/SEy~ LY 20NED Ip-~"" C • UG' ~ BASEMENT-RWGH THE PROPOSED USE (~IS) ( BASEMENT- FINISHED _IS NOT) ALI.OWED UNDER THE ZONING ORqNpNCE. GROUND FLOOR I 9G `~•-0 COMMENTS! SECOND FLOOR GARAGE OTHER O7HER L~ BUILDING COST ELEC~JCAL PERMIT PLUMBING PERMIT MECHANICAL PERMIT PLANS REVIEWED (_ON)f-NOT ON) I PLANS REVIEWED (_qO(_NOT OK) NO PLANS NEEDED PLANS NEEDED PRIOR TO ISSUANCE OF ELECTRICAL PERMIj _ PERMI7 ISSUED TO/9`IL`4L Lv a PER REpUEST AS PER PLA 5 N0. AS APPROVED AND ON FILE IN MY OFFICE DO NOT ISSUE PERMIT UNTIL CLEARED BY CHIEF BUILDING INSPECTOR BY REMAFKS: _ 9 d NO PLANS NEEDED PLANS NEEDED PRIOR 70 ISSUANCE Of PLUMBING PERMIT a PERMIT ISSUED TO PER REOUEST AS PER PLANS N0. AS APPROVED AND ON FILE IN MY OFFIGE DO NO7 ISSUE PERMIT UNTIL CLEARED BV LMIEF BUILDING INSPECTOR PLANS REVIEWED_ (_01() (_Np7 pl() NO PLANS NEEDED PLANS NEEDED PRIOR 70 ISSUANCE OF MECHANICAL PERMIT PERMIT ISSUED TO PER REpUEST AS PER PLANS 1p. AS APPROVED AND ON FILE IN MY OFFICE DO NOT ISSUE PERMIT WTIL CLEARED BY CHIEF BUILDING INSPECTOR CONDITIONS: (1) THIS PERMIT Wq5 ISSUED IN CCCOqDANCE WITM TNE VROVISIONS SET FORTH IN YWR APPLICGTION ANO IS SUBJECT TO THE LAWS OF TNE STATE OF LOLOAADO ANp TO iHE ZONING REGULATIONS AND BUILDING COOE OF WMEBT FIDGE, COLORp00 OR ANY OTMEF 4PPLICABLE OROINANCES OF TNE QTY. (2) THIS PERMrt SXALL E%FINE iF (A) THE WORK AUTHORIZEO IS NOT WMMENCEp WITXIN 51%TY (8p) D/YS Fp01d ISSUE UATE di (B) TNE BUIIWNG NITNOHRED IS SUSPENDED OR ABANDONED FOR A PERIOD OF120 D4Y5. (3) IF THIS PERMIT EXGIRES, P NEW PEPMIT MAY BE ALOUIRED FOfl A FEE OF ONEHALF TME AMOUNT NOqMdLLY XEOUIREO, P110VIDED NO LNANOES IWVE BEEN Oq NLL BE MGOE IN TME ORIGINGL PLANS GNp SPEpFlCqTI0N5 AND ANY SUSPENSION OR 10ANDONMENT HAS NOT E%GEEDFO ONE (1) YERP. IF CMAN6E5 ANE YApE 011 If SUSPENSION OP ABANDONMENT E%CEEDS ONE h1TEAP, FULL FEES SHALL BE P41D FOR G NEW PENMIT IU NO WORK OF ANY MANNER SXALL BE DONE THAT WILL OBSTFUCT TME NATUR FLOW OF WATER CAUSING qIN E PNOBLEM (5) CONTPpG P SHALL NOTIFY THE BUILOiNG INSPECTOR TWENTY-FOUX (24) FS IN AOVpNLE FOF ALL I 5 CT ID SMALL FfCErvE WRITTEN PPPRWAL ON IN ION CA 6 BEFORE GqOCEEDI WITH SUGLESSrvE GN45E5 OF T 1 O. DISAPPR ED CHIEF BUILDWG INSPECTOR FOR A R -i"i E%TERIOR MATERIALS' WALLS !Jt ROOF T"LI PLOT PLAN (ROOM ADDITION) LOT 13 McLAU6HLIN'S APPLEWOOD SUBDIVISION AMENDED' COIIJTY OF JEFFERSON STATE OF COLORADO >>n.no n ~ $ ~ N ~ wI L I ~ I oi J I 5i i mi i i ~ I r P1 ~ BADD TION ~~jSTING 2 STORY ~ ~ BRICK & FRAME ~ g ~ RESIDENCE I ~ r _ _ _ ~ • 12.00 I ~ i i Nl I ~ I ~ ~ „o.oo ~ W d I ~ ~ F I J i5 io ~ ~ W C N ~ ~ PREPARED BY: HARDIN ENGINEERING C0. (303) 276-7650 04NER: FIAhMOND BUILDER: BULLARD CONCEPT$ 20 ' 40- ADDRESS: 15558 W. ELLSWORTH DR. - 3917 SIhMS ST. GOLDEN, CO 80401 WHEATRIDGE, C0. (303) 279-762$ OAT6: q//s/9/ I 1 r a~ ! ~ ° ! f) J Sl t9 \ ~'~'Ck' - ` ~ _ _.,n.. _~~..M~..._ -r_.. ~ - - j ~ ( # 4 ~ ~ ~ i ~ i ~ ~ ; i ~ ~ ~ ~ i <~I i ~ ~ i ~ - ~ ~ i , ~ I . ~ j ~ _ __.._._r ~ !a ~ r A i P ~ r~~, ~ .t _ _._..._.~_,...,,...._._._..,....__..~_..._.._..~__.......,._...~.~.a..-m.ew~.~.,.._..,..,,..-...,..,,~..~....m..._..~-,~.. v AGE __,i+u.._._W .k.,.°_-_.___._. ...n, ~ ._.__m._.~.,. 4:, ~_J - ~ __~.~._..,._.,_w ~ a.~_ _r _M i ~I ~ w~ ,1 ~t ~ ~ ~ =/_r., r j ~t.~t.~ h~ c~ ~ ~ _ _ _ p,, 0 l _ ' ~ ~ ~ X ~J ~f ~/Q -J i„ ~6 ~ ! ~ ~ ti~l ' ~ ~ i ~ ` ! ~ E ~ - ' _ ~ ~ _ a ~ ~ ~ E t 1 ~ ~ ~ ~ `v ( t ~ c ~ - ,`>lQI NCr ~ 1 , N ~ _ ~ ~ ",~Xr~Tltr'~ r i w_~.~. _ T ~ r L t , - _ ..._.._..._.__...~_._._.f ~ i ' l~ E I i~ _ q ~ ~ i 1 1.-__--------_--- _ 1 rr , .T. t ~ ( ~ ~ i , y j ,r..._,.. ~ _ } e F __..j ~ _.a_____ ~ ~ ~ ~ x~~ ~w~~ (~j~ f ~ _ rya ~ ~ ! ~6 f ~ ~ ~ . ~.w~.~.. ,_.M..~. ~ ~ ~ ~ r i ~ _ , ~ _ _J z_, ~ ~ , , ~ ~ ~ t . _ . ~ r ~ 2 1.._t__.l_ I E ~ P ~I. 1 ~~:-r:.~. , S.r`L I_"~ i ~ ' .4. ~ ~L:~~T" KIY u#rt~D, CL r,, r-r~°; /`_f,rF/V }~Lu."a}~i 1.,E11-N`lt'~7 v ~ t 1 ' ( t f t,z r~ ~ ~ \ ; , , ~ _ z i.. r_ _ _ _ rL ~~3 l T ~ ' w ~ ~ ~ r.1_ ~ _ 1N N ,~'XISTI,G ~ ~ x ~ _ i i 0~; i '~,1rTTS{a.Th.JI[i _~,~,_.m....~.__. t~p~?(Tl~,y ~XfS/fN~ ~,~1 ~u -t . I 7 I .C 1_ I ~ I_ t 71 ..1 7 I 2 _ 1 j-11-t~ l~{ `1 T C~iyr FA~.~Y7~~rr ~n rl(~ { a ~ - ~ 1 ~'fJ~.._..___..._~~..~'~..~ _ .m..... , . ----___1tl4~. i i i, - = I ~ uoL'""~ ~ 4~ ~~~Zti+~' ~ c. ft rc ~ t._. ~ , @l~ ,u~~~4R/N'G 5~~~ r I ~ _ E I 1 .f i fd . 1 ._-~_.~.._-__~..-_-.___~...._._..o.- . __...~...W,_...,.. z~~ ' i ~ ,t aa I C.' , I / X'~ ~ , ~ ..i ~ ~ ~ ~ D w t, ~ ~ , 9. ~ C ~ r ~ / E~ ~ e ~,.w ~ Fn~ln~ ~r~~sr __m.,..-~=. _ y ~$u L A~ Sc;~~~rs _.a'" ~ ~ E ~ _ _ _ ~XST ~ LL r ~ ~ ~a~~. ~'LA7~" ~ ~A~lr,~k`` '`C`C5 ~ .P- /~l s ~ ; u _ _m . _ , r i~ ~ ~lf~l~~ ,r _ n . , ~ _ xy ?"t~ L~ ~ lt~ 0~ f~, z r `..._.~._............n» ...............m wj { t S I i _ _ _ ~ l~f~~`~ ~RlCK K`~ _ ~'`/3 ' V ~ f ~ f / ~ l~ SPA~'E %2 /y! a ~z E~ ~.C .`J~J~K~II~~Y~ f 7 y ~ I _ V !S 1 ~ n t , h© 1 ~ ~ ~7 ~ ~ ,1 Wpa~ ~~o i i, 4 / :~c ~Iv 1' , D ~ ~t - 1 4 ~ r X10 ;car ~ ~ ~j; f! ~ ti , I ii /ST F"ti~~r==~. ~ ~ V # ~a w.. ~Jr ~ ~ r,'f~ ~ Y , ~ Q 1 E s._-. , _ . _ ~ K ~ x ~ f~ ~If Y TY> i ~1 B£L h't r~t! 51,111L, - ~ ~ I X12. xr4~' B~M7;S -G~`~ r~.!M~x, ~ ~ ~.t ~ o ~t ~ !r~ ~"n~^, Four~~~~t~r~r~ E ant t 4 ~ r /",t9 r Y fw. € y .ate ~ ~.'~~_f-..r.1~`p_'~ 1~~~- 7``r. ~ p f 14/f~~ 4~L+,.l' ,Y~ttil~~"'~~✓~~Z~p 3~~, ~ / " ,B~LpyV NE`W` F!~~NAF t,^•. . ..e.,__,._,._~...._.,..._.... Cv'r~~~~. r~R, ;~i~,~:.:. A,w~v+.,~ r-, ~d~A~a~'~~1; ~'~r"7 E~,y;;~ f~;'C7~ ;~1~.rrral~t J~!~ ~=7; ~ ;~,UA,v~,?tc~ ~ir.7, ,H , ~ ~w_.~. w - ,_w b._ ._sw r ~ INSPECTION TICKET INSPECTION TICKET y ADDRESS "3Ll 1 '5 1~ f+ 5 2r7--~~ 4`~/p DATE: N-BLDG.PERMITp BLDG. CONTR. SUBCONTRACTOR PERMIT# INSPECTION REQUESTED Fo, ,6i' ~ E-G L INSPECTION MADE -~(/z ~ REMARKS-.e'`~ ao~ ~ 7d INSPECTION TICKET JOB ADDRESS ,e DATE: BIDG. PERMIT# uS / y- PERMITA BLD6. CONTR. 4 SUBCONTRACTOR m DATE INSP. REQ. 7 TYPE OF INSP. ~ INSPECTION MADE ~rS REMARKS CUL ~ fil Gc- /v O 40 0rk p G~-G ~~i=--c W.R. FORM 6-19 / L JOB ~ q ADDRESS /3 9 / DATE: BLDG. PERMIT# -~S`j jPERMITM n ~(~~i BLDG. CONTR. ~~y~~~-G`r'N SUBCONTRACTOR > DATE INSP. REQ. - ~ ~ TYPE OF INSP. w~~V',?~✓~i A..INSPECTION MADE ..REMARKS INSPECTION TICKET j L JOB ~ ADDRESS 3 '2 / 7 DATE: BLDG. PERMIT# PERM ITk BLDG. CONTR. V~" ~ SUBCONTRACTOR DATE INSP. REO. S7" TYPE OF INSP. ~r INSPECTION MADE REMARKS 2&L__- W.R.fORM G19 V - - INSPECTION TICKET JOB C ADDRESS d g /2 DATE: 61 BLDG. PERMITMV~~k PERMITk BIDC. CONTR. 7A SUBCONTRACTOR DATE INSP. REQ. l~ TYPE OF INSP. INSPECTION MADE l('- 2 REMARKS b/~ c-~G'SCr l~~GVl4'L ~ ~ ~ .L✓ W,R. FORM 6-19 / V / ! l~ DEPARTMENT OF COMMUNITY DEVELAPMENT M91I116730 7500 wEST 29tn AvENUE BUILDING INSPECTION DIVISION PERMIT N0. 237-6944 EX7. 255 P.O. BOX eae CITY OF WHEAT RIDGE, COLO. THtS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND RECEIPTED BELOW. JOB ADDRESS CZ' ~ ,OWNER CONTRACTOR i,ivG~Ol5 ADDRESS ADDRESS t PHONE~ CITY ef, ZIP CODE AZOWI ~ONTRACT PRICE $ PHONE S179-72-6Qry LICENSE NO. TYPE Ground ❑ 1 Wall❑ Proiectin0❑ OtMr S or D FoCs . MATERIAL 2 Tolal Spuan FeN SIGNS . ILLUMINATION Yes❑ No❑ 3 T pa Elftt Per mif No . . 4. SET BACK FROM PROPERTY LINE N (Spxify which is fronl ) y _ ❑ 5_ E ❑ - W ❑ ❑ . Zom_ . ApDrwaA, 2ona Inspaata DiwpDroved 1. TYPE SolidO Mon Thon 80% Opsn❑ MATERIAL Lost Thon 80% Open HeiQht FENCES 3. SET BACK FROM PROPERTY LINE N hi (S if h i t t) _ ❑ E S_ F v, --I IJ 2one_ Apprwed,Zone lmpeetw Daap y w c ron Psc s . , . _ /c O I. 3 . . . DRAW SKETCH OR SHOW BELOW, THE FENCE,SIGN,OR OTHER STRUCTURE, GINh'u DISTANCES FROM PROPERTV LINES. (SETBACKS OR PROJECTqNS INCLUDED) ~ SPECIFY NORTH STREET NAME SHOW DISTANCES FROM TIiE MAIN BUILDING TOA0.101NING HOUSES, STREETS, AND PROPERTY LINES; ON IRREGUTAR LOTS, SHOW LEAST DISTANCE TO PROPERTY LINES, NOT MAXIMUM OR AVERAGE DISTANCE. APPLICATION FOR PLUMBING; ELECTRICAL; MECHANICAL PERMIT ?HIS APPLICATION WILL BECOME A PERMIT TO PERFORM THE INDICATED WORK ONLY UPON VALIDATION BV THE BUILDING INSPECTION DIVISION. PERMIT WILL EXPIRE 60 DAVS FROM DA'fE Of ISSUANCE !F WORK IS NOT STARTED WITHW THAT TIME. ELECTRICAL PERMIT STATE LICENSE N0. PLUMBING PERMIT STATE LICENSE N0. MECHANICAL PERMIT I ALl1MINUM WIRE UNDER SIZE B ILIEGAL FLOOR BSM I5T 2ND 3RD 4TH N0. FLEUCircle0ne Gof dl Propone Elx Sdor WATER CIASET FORCED AIR - BTU TEMPORARY METER WASH BOWL HOT WATER - BTU NEW SERVICE QMPS BATH TUB STEAM - BTU CHANGE SERVICE-AMPS SHOWER AIR CONDITIONIN6-BTU LIGHTING $INK OTHER HEATING GARBAGE DISP REFRIGERATION SYSTEM POWER SUB-CIRCUITS UTILITY(RANGE,OISPOSER,ETC.) FIXTURES WATER HEATER AUTO.WASHER DISH WASHER Refri eranf Group PounAs CAar e AUTOMATIC SPRINKLER SYSTEM WIRING MOTORS 8 CONTROLS FIIJOR DRAIN ELEVATOR SIGNS URINAL TRANSFORMERS 9 RECTFIERS SEWERS ADDITION TO OLD WORK OTHER MOTORS OVER I HP TOTAL FIXTURES 1 Asreby acknowledqe that this aDDlica- tion is eorrect ond understond that I eonnof start this Drojeet until ihie aDOli' cotion is aDOroved. I shall comply wiih the iawa of tAe Stote of Colorado ond to fhe Zoninp Requlotions ond Buildinp Code of the City af Wl+eat RidQe. Any violation of the obova terme will cause immediate revocation of ihis permit PERMIT FEE USE TAX TOTAL FEE ---f APPROVED CHIEF BUILDIP City of Wheat Ridqe IssuPd ` z/ ZIP CODE NO VALID UNLESS RECEIPTEO CE (f-/0 %0 ~l-l8 R1 CALL 237-6944 EXT. 255 24 HOURS IN ADVANCE FOHINSPECTIONS