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Home My WebLink About3685 Harlan Street2-0170 Val Z .3�6 110r4,,7 St, INSPECTION RECORD INSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/inspection INSPECTION REQUEST LINE: (303) 234-5933 Occupancy/ i ype 1, Inspections will not be performed unless this card is posted on the project site. "Request an inspection before 11:59 p.m. (midnight) to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Comments Initials Pier Concrete Encased Ground (CEG) Foundation / P.E. Letter -- --- - --- — -PP"—..a• /-. %Ovli 111CPVV%,LIv110 Underground/Slab Inspections Date Inspector Comments Initials Electrical Sewer Service Plumbing r%— dlwi. a vv veil %011 Rough Inspections Wall Sheathing Mid -Roof Lath / Wall Tie Rough Electric Rough Plumbing/Gas Line Rough Mechanical Rough Framing Rough Grading Insulation Drywall Screw/ Nail vul lu v1 pCluvv/iii-oidu vvorK mor i o Date I Inspector Initials roval Of The Above Inspections Comments Final Inspections Date Inspector Initials Comments Landscaping & Parking / Planning Dept. Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. ROW & Drainage / Public Works Dept. Floodplain Inspection (if applicable) Fire Inspection / Fire Protection Dist. Final Electrical Final Plumbing Final Mechanical Roof Final Window/Doors Final Building NOTE. All items must be completed and approved by Planning, Public W.. orks, Fire and Building before a Certificate of Occupancy is issued. Approval of the Fina/ Building inspection does not constitute authorization of occupancy. "For low vnl42na nurmif. - DI-- k- o ., ti—t - - - - --- -----.._......y.....,,r.................�......��F.�o�� nvni 1.11C Flit: drlu electrical IOW voltage by the Building Division. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather City of Wheat Ridge Residential Roofing PERMIT -201704072 PERMIT NO: 201704072 ISSUED: 07/15/2017 JOB ADDRESS: 3685 Harlan ST EXPIRES: 07/15/2018 JOB DESCRIPTION: Residential Re -roof to install Owens corning Duration Storm - Driftwood asphalt shingles with ROOF DECKING - 30 sq *** CONTACTS *** OWNER (303)478-0651 PANTUSO JAMES SUB (720)583-1690 Matthew Dirr 130224 Cenco Building Svcs. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOC K/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 10,053.75 FEES Total Valuation 0.00 Use Tax 211.13 Permit Fee 220.15 ** TOTAL ** 431.28 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection will not be completed. �j i CITY OF WHEAT RIDGE _:�9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 010 Job Address: -,6,�f A � Permit Number: { -7 04 0-12-- ❑ No one available for inspection: Time S` &PM Re -Inspection required: Yes( When corrections have been made, callfor re -inspection at 303 -234 - Date: Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 1fuF _ Job Address: ��' S `�✓%1� S Permit Number: 7-- A P I V r ❑ No one available for inspection: Time t ' PUPM Re -Inspection required: Yes Nb When corrections have been made, call for re -inspection at 303-234-5933 jf Date: Irl/7 Inspector: 0 t� DO NOT REMOVE THIS NOTICE A City of Wheat Ridge Residential Roofing PERMIT - 201704072 PERMIT NO: 201704072 ISSUED: 07/15/2017 JOB ADDRESS: 3685 Harlan ST EXPIRES: 07/15/2018 JOB DESCRIPTION: Residential Re -roof to install Owens corning Duration Storm - Driftwood asphalt shingles with ROOF DECKING - 30 sq *** CONTACTS *** OWNER (303)478-0651 PANTUSO JAMES SUB (720)583-1690 Matthew Dirr 130224 Cenco Building Svcs. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 10,053.75 FEES Total Valuation 0.00 Use Tax 211.13 As Permit Fee 220.15 - - `- ** TOTAL ** 431.28 -- *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection will not be completed. f City of Wheat Ridge Residential Roofing PERMIT - 201704072 PERMIT NO: 201704072 ISSUED: 07/15/2017 JOB ADDRESS: 3685 Harlan ST EXPIRES: 07/15/2018 JOB DESCRIPTION: Residential Re -roof to install Owens corning Duration Storm - Driftwood asphalt shingles with ROOF DECKING - 30 sq I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this ermrt. I further attest that I am legally authorized to include al I entities named within this document as parties to the work to be pe4rmed end that all work to be performed is disclosed in this documentfand/Or its' accompanying approved Ians and specifications. Signature of OWNER CONTRACTOR (Circle one) Date 1. This permit was issuedlased on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, 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. 1. In><u,V%_. aL0UU Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Dane Lovett 70170 Y 07� From: no-reply@ci.wheatridge.co.us Sent: Thursday, July 6, 2017 5:20 PM �O To: Permits CommDev Subject: Online Form Submittal: Residential Roofing Permit Application Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received and due to the volume of requests, time to process varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number Property Owner Email Address 3685 North Harlan Street Debbie and James Pantuso 303-478-0651 Field not completed. Do you have a signed Yes contract to reroof this property? It will need to be provided at the time of permit pick-up. CONTRACTOR INFORMATION Contractor Name Contractor's License Number (for the City of Wheat Ridge) Contractor Phone Number Cenco Building Services 130224 720-583-1690 Contractor Email Address c.savage@cencobuildingservices.com Retype Contractor Email Address DESCRIPTION OF WORK Are you re -decking the roof? Description of Roofing Material c.savage@cencobuildingservices.com Yes / OC Duration Storm - Driftwood Select Type of Material: Asphalt If "Other" is selected Field not completed. above, describe here: How many squares of the 30 material selected above? Does any portion of the No property include a flat roof? If yes, how many squares Field not completed on the flat roof? TOTAL SQUARES of all 30 roofing material for this proj ect Provide additional detail House - 3/12 Pitch here on the description of 2 work. (Is this for a house or garage? What is the roof pitch? Etc) Project Value (contract value or cost of ALL materials and labor) _aeeao� t7) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. Name of Applicant Matthew Dirr Email not displaying correctly? View it in your browser. 3 Residential & Commercial Building Services E Tennessee Ave #426 Denver CONTRACT Denver CO 80224 Phone: 720 5831690 Fax: 720 346 6313 www.cencobuildingservices.com 'ill ce n co Building Services Name t:� r � —M Referred by Dates of service - Street f� I �ppb%� t Int \ � Home Work Cell "03 — 77 — City, State, Zip _ Insurance company Cenco representative tllct CO 6'0033 -S k0.�_i�� 'I, � r Cenco submits specifications and costs as follows SHIN LS 1 Year Brand Color v: Remove ❑ 3 -tab a Dimensional ekGpact resistant a Tile Layers ❑ Install decking ❑ Replace rotten decking at )�nstall ❑ 15# ❑ 30# ASynthetic base underlayment Other Ainstall drip edge at all rakes1-�M"stall gutter apron at all eaves Color .-Replace plumbing pipe boots at all plumbing vents and vent jacks as needed Other e .t losed valley system Color to kktt�& water shield around chimney tall step flashing as neededl)�Mep flash chimney -Acounter flash chimney -14�CCode items emove debris and haul off �'ilagnetically sweep property ❑ Other ❑ Ventilation # Turtle vents #Ft. ridge vent Other SIDING Brand Style GUTTERS & DOWNSPOUTS Color Q-\�) Other PAINTING Size Color per SF Additional terms and conditions on reverse are incorporated herein and are part of this agreement. Cenco Building Services (Cenco) proposes to furnish all materials and labor as specified in the final insurance company scope of repairs, for the sum paid by property owners insurance company, including 'overhead" and "profit' paid by insurance company, plus any supplements associated with the work performed by Cenco. Property owners are responsible only for the deductible and any extras requested by property owner that are not paid from insurance proceeds. Cenco cannot pay, waive or rebate the insurance deductible in part or in whole. The representation and repair agr ement entered into on ( 20F, between these parties is incorporated erein by reference. Other provisions 6 e. ,) t _S Total price of all work described above, excluding extras or supplements $ One third of payment due upon completion of each phase: (a) material drop, (b) completion of work, (c) release of final proceeds. The contractor shall hold in trust any payment from the property owner until the contractor has delivered roofing materials to the jobsite or has performed a majority of the roofing work on the property. Acceptance of contract: The specifications. conditions and costs contained herein are satisfactory and hereby accepted. The workmanship warranty begins upon completion and is void if payment terms are not met. Submitted by Signature of property"/ A— Date-7--.3 "r f Signature of property owner: Date 7 ,E= plawpermit# I ll• 1117111 •111► 1 ! : Ili # = Prop!!jy Owner (please q.-qSY>-0 Property Owner Emall.- Address- CAY, State, zip: Architect/Engineer E-mail: Phone: Contractors City License M Z5 Phone- •1. - . Ell - - irk Aug 11 16 W52a Genas Building Services 7203466313 p.2 COMMERCIAL RESIDENTIAL r r NEW COMMERCIAL STRUCTURE€UPGRADE NEW RESIDENTIAL STRUCTURE• *ROOFING COMMERCIALCOMMERCIAL ADDITION RESIDENTIAL ROOFING RESDENTIAL ADDITION �WINDOW REPLACEMENT * .f deck, RESIDENTIAL ACCESSORY MECHANICAL SYSTEMIAPPLIANCE REPAIR PLUMBING SYSTEMtAPPLIANCE REPAIR or REPLACMENT ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT OTHER(Describe f f..l >r.-,. s:f tip a :..:.:# +#.. ♦ f • *.-z whaw6"acurr&Tt use of areas, • fflR :f •.... .« ff :f.,: �:, t "f { 'f . :f f•ff �.f � f • f *-.f : .. #.< "" amount 10- materials to be used, '.i.' Amps € OWNERICONTRACTOR SIGNATURE OF UNDERSTANDINGAND AGREEMENT hereby certify that the setback distances proposed by this permit application are accurate and e# not violate applicable ordinances, or ° :„: e # ' •"' # 600W s ma, # # #... or have been authorized by the legal owner of the property to perform the described work and am also authori by the legal owmer of any artan entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truttififtess of the inforn-wrion provided on the applicatiorl roil, MA W0006 MW #WlI11141 ---- Building Division i QR OFFICE USE ONLY City of DO Wh6at 0 t. DEVELOPMENT "a ft Building & Inspection Services Division 7544 W. 29th Ave., Wheat Ridge, , CO84433 Plan Rewe Fee. - Office: 343-235-2855 * Fax: 343-237-8929 Inspection Lane: 343-234-5933 Building er it Application P104se o0mpleteall highlighted a on both sides of this form. Ine- to Pall tl s may not be pirocessed.,*** Property Address.- _S4. gropeOwner {please pr n }. 7M T?Phone, Property Owner Email Mailing Address: if different than property address) Address. City, State, Zi Archie t/E gir ' r Phone Contractor: i , Contractors City .icenso #.* Phone Contractor E-mallAddress: Sub Contractors: Electrical: Plumbing: Mechanical: WA. City License # W.I . City License # W.R. City License # Other City Licensed Seib. Other City Licensed sub: City License # City License Complete all information on BOTH sides of this form A ♦ y F IU #Ir F M 1A 1 M � • IF 1 • � R 111 OF ; • :. M f s � • 'li f F d •M1 F rF'• � aw � L �. was =vras�rw� ti�xau» Zioa q. FULF Btu's Gallons Amps Squares Other rDa FIC USE ONLY City f ( t C UN iTy DEVELC,�I�l� EN.6� Perrraft# Building & Inspection Services Division 7500 W.2e Ave., Wheat Midge, CO 80033 Plan Review Foe. Office: 303-235-2855 "* Fax: 303-237-8020 Inspection Line; 303-234-5933 Building it Application please'romplate all highlighted areas on both aides of this forM. Intompleta applications my not be processed. Property Address i�rc r r talee e prig : ti Phone: Property Owner Email. Mailing Address (f different than property address) Address. City, State, Zi Architect/Engineer - il. Phone: Contractor: pjv�.NV Contractors City License #. - I a i P Phone - so. Contractor -mail Address. Sub Contract. Electrical: Plumbing: Mechanical: W.R. City License # W.k City Liven W.R. City License Other City Licensed Sub. Other City Licensed Sub: City License # City License Complete all '''formation on BOTH sides of this form • i n i i '!• y� i i i 111 • i r ! i. PY � '.Y ♦ i � *, i 411 • i • MM i iM � YM �Y.' i Sq. FULF Btu's Gallons Amps Squares Other I FOR OFFICE USE ONLY City of Date. Y�9rWh6atptj,dgie Building & Inspection Services Division 7500 W. 291' AVe., Wheat Ridge, CO 80033 Plan Review Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Building ermit Application tyle O tompleft all hlight ,'l areas on both sides at this form. l000mplete applications may not be processed. Property Address - Pro in�� pie � print : �� Rn 0IN It IJ Phone: Property Owner Email lllino Address: (if different than property address) Address: City, State, i Architect/Engineer, #* ll: Ph Contractors City License M. Phone: ContractE-mail Address: 3 Sub Contractors-. Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # WA. City License Other City Licensed Sub: Other City Licensed Sub: City License # City License Complete all information on BOTH situs of this for 0 � M, A M� mm-m� w i A '.: ♦ i i y w i 10. r � Y14. i A Sq. FULF Stu's Gallons Amps Squares Other This certificate verifies that the building constructed and/or the use proposed of the building and/or premises, under the above permit number and on property described below, does comply with the Wheat Ridge Building Code and development standards of the zone district in which it is located and may be occupied. All other licensing requirements for the City must be met. Site Address: 3685 Hoyt CT lumm"i Owner: DOMINIC MASSA 03685 HOYT CT WHEAT RIDGE CO 80033-5757 Contractor: Ronald N. Siegfried 1483 S BALSAM ST LAKEWOOD CO 80232-5326 For the Following Purpose: Residential Remodel DEPARTMENT OF PLANNING AND DEV ~LOPMENT Building Permit Number; BUILDING INSPECTION LINE - 303-2~4-5933 CITY OF WHEAT RIDGE Date: 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-23f-2855) 9687 10/27/99 Property Owner: Property Address: 3685 HARLAN ST Contractor License No.: 19206 Company: Positively Electric Phone: 467-3986 Phone: 423 1807 This permit was issued in accordance with the provisions set forth in yap r application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other a plicable ordinances of the City. This permit shall expire if (A) the work authorized is not commenced wit n sixty (60) days from issue date or (8) the building authorized is suspended or abandoned fOf a period of 120 days. If this permit expires, a new permit may be acquired for a fee of one-half he amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment h 5 not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. No work of any manner shall be done that will change the natural flow of ater causin~ a drainage problem. Contractor shall notify the Building Inspector twenty-four (24) hours in ad ance for all Inspections and shall receive written approval on inspection card before proceediing with s ssive phases of the job. The issuance of ~~roval of drawings and specifications hall not be construed to be a permit for, nor an approval of, any violation of the provisions of the build de all I ~rdinance,law,ruleorregUlation. OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING I'ND AGREEMENT Construction Value: Permit Fee: Plan Review Fee: Use Tax: I hereby certify that the setback distances proposed by thiS permit apph atlon are accurate, and do not violate applicable ordinances, rules or regulations of the Cit of Wheat Ridge or covenants, easements or restrictions of record; that all measurements hawn, and allegations made are accurate; that I have read and agree to abide by all condition printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for wo under this permit. (OWNER)(CONTRACTOR) SIGNED Total: DATE Use: Description: Reconnect Furnace BUILDING DEP RTMENT USE ONLY ......... Approval: Zoning: SIC: Sq. Ft.: ....... Approval: ~"~ __ 0011"""'"__ J Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No : Company: Plumbing Licens No: Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: (1) (2) (3) (4) (5) (6) $118.00 $23.50 $0.00 $1.77 $25.27 -. DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION. 235-2855 CITY OF WHEAT RIDGE 750~ WEST 29TH AVENUE WHl,EAT RIDGE, CO 80215. "\ BUilding Permit Number: Date :/t:i~~-~ 1 .. 1. , Property (~wner ~,e/... 6" '> W,.P6# ""'~ .:- Property AJdress: :1 C fi'> H 6...1" '" Contractor License No.: ~ t9p4 Company: f{,?". :rt/~Iy Su.-. ~e I ; , , i I I Phone: '7'l.:J ~/,f"'c? '? Phone: ~ 7. 1- ~"p--C- - OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Conslrvclion Value: Permit Fee: Plan fleview Fee: Use Tax: 1/?OcJ ~.,.S-C> I hereby certify that the setback di$tances proposed by this permit application are accurate, and do not violate applicable ordinances, Nles or regulations of the City of Wheat Ridge or covenants. easements or restrictions ot record; that aU measurements shown, and allegations made are accurate; that I have read and I';!ree to abide by all conditions printed on this application. and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.8.C.) and all other applicable Wheat ~idge ordinances, for wor1< under this permit. (OWNER)(CONTRACTOR) SIGNED ~ ~_ DATE jCI- ,1.-,-1, Description: ;2 ,,_N#-,r f'V..,v-..- /77 Total: ,t.S;"7 BUILDING DEPARTMENT USE ONLY Z6lilfi-g',.Gommeru5;! Approval: Zonin9 : Bmltll~pm!!!entj"':1 Approval: p.,alll~~omme!1tS}J Approval: Occupancy: Walls: SIC: Sq.Ft.: Roof: Stories: i ~ , ,;i :; j , Re,idential Units: , ,4/,<-91"- Electrical License No: fIrrc. Company :ft.-. 7'i.Mfr S~. ~c:- Plumbing License No : Company: oJ-. Mechanical License No : Company: Expiration Date: f-:5 /- CJ I Approval; !'lI ~!li1\"IlR~I1]_ Expiration Date: Approval: ., ,glml8Ig1ll1ml__ Expiration Date: Approval: . '"ItW;J ., ."~ -. 7.; (') (I) (5) This pennlt was I$lued In accordance with the provisions sel fonh in yopur .pj:Mleatlon .nd Is subject to ~ '-WI 01 the Stale of CoIoredo ItlcIlO the Zoning Reg...l.tlons .nd BUllc:llng Code of V<n\eat Ridge, Colorado Ot .ny other IpplieatMe ordinances of the Cily. This perTT\lt shall exj)ire if (A)ltIe woOl. ,ulhoozed is not commenced WIthin sOOy (60) days from issue dale or (B) the bui6ding authoriZed Is SUlpended Of ab.1ndoned fora_I>Inodot 120d.ys. . . . .' If thiS pl:f1'TlIt expires, a new ,permit may be acquired (Of a fee or one-half 1M amount normally required, provided no Chlnges have been Of 'Mil be mide In !.he onglnal p1.ns,oo speciflcahoos and any suspension or lbandonment t\a.s nol exceeded ono (1) year. II changes are made or if IUSprtnston Ot abandOnmenl exceeds one (') year, 'Un lees shall be paid IOf a new permit. No wor'K of any manner shan be d~ :that Witt cnanOe the nalural now of water cau1ing a drainage problem. Conlractor shaH notify the_ BuildIng Inspector twenty,'our (2.) hours in advance fOf all in1pection1 and shall receive den ilpprovll on inspedion Coird before proceedung Wllh SUcceSSive ph.,es of thO/'Ob. Tholss....nce of a permit or tho approval 0 drawings and specil1calions sh.alt not be construed to be a permit for, (10( en approval of, any vioIalion of the provisions ollh. bull<;llng COdn or any other OrQinance, law, Nlo or r~ulatlon. (II (2) P) Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234.5933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number; 8819 BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE Date: 4/26/99 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner: Property Address: 3685 HARLAN ST Contractor License No.: 17905 Company: American Siding & Cons!. Co. OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Phone: 467-3986 Phone: 425 0450 (OWNER)(CONTRACTOR) SIGNED DATE Total: $5,700.00 $125.25 $0.00 $85.50 $21075 Construction Value: Permit Fee: Plan Review Fee: Use Tax: I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate: that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. Use: Description: Enclose existing wood patio cover BUILDING DEPARTMENT USE ONLY SIC: Sq. F!.. Meets R1-C Regulations Okay Walls: Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: (4) (5) (6) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the job. The ~.SS ua of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the b' m any other ordinance, law, rule or regulation. - 1-" 1... " (1) (2) (3) Chief Building Inspector DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEA,T RIDGE, CO 80215 Building Permit Number: Date : 0<1/ <Yl/"l."l APPL\CJ\TIDN Property Owner: (\\;\e. ~ ~ ~V-"'''''''<'l Property Address: %95 l-t...t\c.", -s\ . Contractor License No.: .~ ,Cia:; . Company: ~.h\"",,:u:Nc::;,~~:,,-,~ ~G,.~<,,~. OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNEo::::[ '- ~/\/v--..~ DATE~<i --red Description: .e..-->c.~ .e.K'",,\<~ v-'~ ~_\... G;.U"-<- ~c....~~'-.ck\.~h. Phone 60")) Ij("," - ?:>C\.8(.. Phone ~ tlz. S .1J<l.1o Construction Value-:f" "'S', ICO. "" Permit Fee: Use Tax: Total: Use: ~~) (fLu-ct kG BUILDING DEPARTMENT USE ONLY ~S 8.\ 'I:.. 0I-,~01c."-\::L~'S ~~9i\i.2!!l1!1e.llWA _ Approval: iR\.c... Zoning: R\. ~ IDIIliIl!!lflQ.o.mm::e.!1lS.Ji Approval: f:;~ {;. e~Q.~~!l.1I.T!~!J~;] Approval: Occupancy: vl/J-,/ff Walls: Roof: Stories: Electrical License No : Company: Plumbing License No : Company: Expiration Date: Approval: Expiration Date: Approval: Mechanical License No : Company: Expiration Date: Approval: This permit was issued in accordance with the provisions set forth in yapur application and is subject to the laws of the Stale of Colorado and to the Zoning Regulations and Buildin9. Code of \IVtIeat Rid~e. Colorado or any other applicable ordinances of the City. This permit shall expire If (A) the work. authonzed is not commenced within sixty (60) days from issue date or (B) the building authortzed is suspended or abandoned for a period of 120 days. If this permit expires. a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. No work of any manner shall be done that will change the natural now of water causing a drainage problem. Contractor shall notify the Building Inspector twenty.four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of thel'ob. . . The issuance of a pennit or the approval 0 drawings and specifications shall not be construed to be a permit for, nor an approval of. any violation of the prOVISions of~ building es or a yother ordinance, law, rule or regulation. '. (1) (2) (3) (4) (5) (6) MRJ.N.l ~, , :t. - ~ N ~, - ""'!'T -z..,.' -.0 ~\Il1l\!l1 P<>R.<.+\ 1 10' , ~ eO ~L':l\''''{ ~() lit' ~ ~lfc: ,~( , (0,1.'0 'Z.~' "I' - -~ ---. ~ _.~ 7.4'0' .~ z.;' MIl</? i ~ ~lDIJRlb 'ti,.es ~ $\, \J~lf'-{~ ~,~ ~ 4to7:sc;2>~ _ ~ aJ'-~ 'CJClit-T'-, \,,~ rwr'o~ , ~ ~ PP R r, ,~,,----- I ',t tc i ..1<1-' I ., : ;tidg I-I!il{4( , ,L", I Si ,__.:~rk_,<,- /o_~~_c~~ck~r r- ,---1 /_1.., ' .... "?"."s ..- / / // Woo!;',- ,/ _c;;a,...,c. r--' I? _J~I.,~ j t- -..-....'~~ " -----", /~ ., ,~ c::::.:::=-:./ ~"'-i ,_ AND SURVEYING 5460 WARD ROAD. ~,UITE 160 ARVADA, COLORADO 80002 (303) 420-4788 IMPROVEMENT LOCATION CERTIFICATE \ttn i\';:F:Y; /. N - ~\" :,.".2:,' -~ "Il -: " \. ----4-7L ---;. " )(-- NOTE: SUIlVft' IS Ofl#.WH USING PLATTED ANGLES on BURlNOSAND DIMENSIONS. 4/16/99 85.00 64-2196 DATE FEE JOB# MORTGAGE CO. A~'IERICAN SIDING A 3685 IIAf,LAN ";T. DDRESS 80RROWERS NAME S\'!COamERG LEGAL DESCRIPTION ,_, _ __ _ (PER CLIENT) _ _ _ ~ ";"-, ;.< oi- th;-Eart::'ir., -;;; U; &I~~ 1/2 of - u.:- Ent ~/2, of ;;~ ~r~..t IlI4 af; the NOrtJtvutf~/4,:or\lhCtlon'2S. Township] SOuth. b. n...t du<dt.e<ll.. fol10111" , _.; - 1lEt>1~,nNQ at . pointton th.......t aM or Kulan 80111..,..01 which I.. !o2t... r~t Sooth and 30.0if..tNt~t al lbe North..st cornu of ..Id"ant 1/2 <>! the r....t 1/2 ,of the B,""t:,l/2ot: the North....t 1/4 of thtI Itol'u.-..t 1/4, 'hence South IIQlli ,thll;"Wut'lln. of a.clan Bou1evarcl 25).18 feet to POINT or flmINNlNGI I Il>lonce ~et. panUd .,ith tile North 11n.. of eatel tut 1/2 of the E....t }/2 of the.&.st:1/2:of,tIl.. lforUluet 1/4 of the NorUl"".t 1/4. In.S3 t..et 10.. point (>'\ t.M wut Un. of NlcS Eut 1/2 of the Eont 1/2 or the &ut 1/2 of the Northu.t 1/4 of the NotUl",...t 1/41 th..nc. North .long the ",.t ] In.. said Eut 1/2 of the !:lilt 1/2 of the bit 1/2 of the Northealt 1/4 of I~~ t::>rl-hvest 1/4. 72-18 fNt, theJlce Ent, pata1ltil ",Jth :the-North line of said r.a.t 1/2'of the !:~\It 1/2 of u... Ent 1/2 ,of Ute North....t 1/4 of t.h.. North"".t 1/4 to a point )0.0 f,,",t ii'e"t of th~- Eut UP(! of .dd talt 1/2 of th.. Eut 1/2 of the ~:>rt."'...t 1/4 . thellNotU._at'l/4, U...nC1 l"OI'th to e':JoIlfT W' .BOlWlfING. C~Jnl'i ~of J..fr..uonJ-su.~~:" Colorado. 1:0.55<:' Z'l.o "6r .., ( ~1 :;J: ~-:;;:~--- .. ~ --- ~k<. ._ \)rw~ .. . . . ... V1 J . IV C:~.3 1'#;).5::>,.." St-y e,1l'.~t:.. IT-- \ ) II '.1 fr\ -.Jo! .L..':.j I ,~".t.. I ---' I(l 00 ~ (j 'I ~ . o 397 , ~ t J( I':!>S.S,3 .....- On the basi~. of my knowledge, information and belief, I hereby certify that thisjmprovement location certificate waS.pr~pared for ,\,."[''' Ie ^^' .,. mTN~ / ' ,that IT is not a Larip Sllrvey Plat or Improvernent Survey 'Plat;'"cirid thl:it 1t is not tO,be relied upon fo~the establishment of fence. building, orjothel\future improvement lines. 1 further certify that the ill)Provements on the above described parcel on this date./except ~tility connections, are entirely within the boundaries the parcel, exc~pt as shown, that there are no encroachrtlents upo~ the described premises by improvements on any adj ining premises, e~ept as indicated, and that there is no apparent evidenpe or sign of any easement crossing or burdening any art ol said parcel,{except as.;mmltmWI ' .' \ ~\\\\W Ri III/I. ,.. . ;' "NOTICE: According to Colorado law you must co mence any legal actJon~~lI J;;.~ in th;s,surtley within three years after you firsf discover such defect. In no event, may any action b ed upon any defect i ~,tf" .~~~-more than ten years from the. idate of the celtificati(Jn shown hereon." ~i:1..'<:v~ 1M. '11J:i":b%../ ~;;<.o"~ /0'. '" ' :::........ ~~. ~ ~.,,:Q: "7268 z::g;~ ~. ~L .:::-~ ~~.. .. ~ Robert E. Po . 15321 o~ ~rt M. Ha ~ & -. .-~. ~~ 1'Ot......~ C;:) $' !J."It, "l L f' \\\'~ '1lflllllllllll\\\\'\\: 04/14/1999 15;59 3034235943 fHLE H[ TRUCK TRANS PAGE 01 II"lIItrUl'NM PrlpUed by: RlIODfd & ReaJm ~ IlESOUl'lc:l! IlAHC_U IIOIIlOAoE ....""". .Ne. 1Tn S HAJIlAISON STREET'STE..112 DENVER, COLORADO 1M10 Nml RI::iUUftt;1! ~ IIOR~QRQUP.INC. under ttw ... of URAWARE .,.. PMKL.AHE Ref-. COLUMBIA, SC 28223 -...._ I.anclor tho prindpoJ aum 01 .. . GO CbII.... (U.S. S 1,.. IWI M \, TNI am II lNIdenced by I no. c:l1tId the .... dldll .. tn. SeaJm, II"ltI"tltI"l ("NoWl, wt.do pnNtdto.... monthly _.. wI1I\ Iho ... _~ . no. pold . duo .... ..._ on DEcaHlEIl 1. ani Thlo ....."'Y 'lIft\i.....m _* '" Londor: (0) tM ",paymoni of tho deb. ... . by 'M _, _ 1_ 1110 d _.... __.. and modlftclDDns 0' ... NOte; (b) 'dW p~ m all Gther 1Uma. wtItIln ~ unO. p.....h ., to pror.a 1M ~rfty lJf thll Security I~nt and (~ ~erlonnanoe 01 BorrowW". ~ and unoer tt* &i:urtty 1"lIrUrNnt IInd Nea. Pet'_ pu~_, BorrDWW. In con n 01 d'I. 5Ibt And !t'Io trust h.." ~, grllD IIrId con~.,. 11:1 tru..... In tn.I8l wnh power 01'..... It-. foIkMtng ~ pl'OJ*tY Iocmid In ~E"SON I Cownty. ~.dD; ~ LllIIO UiGAL DlE!ICR'PTION ATTACHED HEIlETO....O MADE A PART Hlil'fQF r~. tho P.blIoT_.I C6tJl1ty C"Tru"'1 and the beNtIdMy, wNoft II OrgWllzecl and ....1'19 aM who.. adcnu II ("\..I.llor"). Wht:h hu.. ~ of __~ar [IU,..t] ! WHEAT_ ~ __ ('l'rDpMyAd-r. [att] , tzr. Co") TOCiETlolER WrTH II 1M> ImptO\Wl'l8nll nQllII or r....... ..-:led an... ~. Uld .. ......rftI. lIppurtMlanc.l, ane! fbtfurM MW or ...,.. . p.-t of... prap.-ty. AIi ~.l.'.I'" Ind .00000nllhd IIIlo , ~ tit ttlll5ecurfty lnR'1Jll11n1. AI 01 h tDl'IQOInQ II """"1DIrlIhII~I~_N~.. i IOAADMR COVI!NANTS"'" __ 10 _ _ of "'" _~ -YOl'td oM hM... .~ht.. 11'......0 co_ tilt Pra,.ny and N'" Praper1y II unencumblreG; ~ lor encumtn~. or d.. BomJWw WIlT'" and wfI oef8nd OIMrwIy hi diIe ra the ~ ~..". .. dUN and defMftdI, 1U"fecI tD q IMCUmI:nrlcM elf 4. THIS SECVRITY INSTRUMENT cvmbl.... urifom1 coven&n" tor ntdO .. ...:I nan-untform OOWlnanm 'dI\ .-Med \/1111.001"11 by ~~n ID CCl",*,- . untfO"" IilCUr1Iy InwurNftt eD'<Mf'Iroc rM PfOPMr. i I UNIFORM eoWfU,HTS. ~ an4 LAn_ OQWI'IW uta .... _!tanaww: 1. r.ymlnt of. ......ncIpIIlnd. l"'*-t~ Ind lIte~. 80mJwIr tP\d promplty I'ay whItn dUI the prlne.u.. d. anet I"..,. en the Mbt t'ltkMnc::td by the Not...,.,d any p"'P..,nwU Ind '-- ~ due uno. thI No". COLORADO -anglo F-rF...__.... UM'FOll.. 1N$TAuu.p,r (Pogo' .'!l) ._ _ ,.., GF!I Penn 4t GIXIOO1.& (eOi1) AnwI'ldiR Ii'II6 1<$ ;Jp):J~ I I I I l '-- , ,1- , 0) ,I l'" .. '~ ~' I 1..0 / / / -I ~ ~ -, r-- ~ ~~ Qlc.L.O~ ~\~'T~' \.f-=:lC ~16~ 1Q(1~"'1 c. 1'-tp" I t-\ouse - ri' N tj.D-SO ""..$ / ---I ~ I I I I ' l...--l I I I I ~/~ .j e)(Y:"(~, ,,""R,f,];)\,JoOP ~ ~~R~ o-JeIt ~t-.. ~"-n-tIc:.I<,.U>...L~ rou~~ I I [ 1 lJ ~u~_1~_9B.OB:23A ICbU ~V~L ~~KV~~~ ICBO Evaluation Service, Inc. A SUbsldiBry c;orporation of the International Conference of Building Officials 5380 woRKMAN MILL ROAD . 'MIrmER, CALlFORNIA 00601-2298 · (562) 699-0543 FAX (562) e9s-.w9<4 SUBJECT: PREFABRICATED FOAM CORE PATIO COVER ROOF PANELS PFC-SI76 COMPANY: ADDRESS: TEMO, INC- 20400 HALL ROAD CLINTON TOWNSHIP, MlCffiGAN 48038 Reissued Junc I, 1998 1 1.0 SUBJECT 2 Prcfabricated Foam Core Patio Cover Roof Panels. 3 2.0 DESCRIPTION 4 2.1 General: 5 The Tcmo, Inc_, panels arc used as structural roof panels for patio covers conforming to ~ 6 Division rrr of UBC Appendix Chapler 31. The panels arc factory-assembled sandwich panels 7 consisting of aluminum skins and an expanded polystyrene foam plastic corc. The panels arc 8 3 inches (76 mm) or 4Y< inches (108 mm) thick and 48 inches (1219 mm) wide, and have a 9 maximum length of22 feet (6706 mm). 10 Panel types are as follcws: TYPE THICKNESS FOAM PLASTIC FACING LONGITUDINAL (Irt<hes) DENSITY ., THICKNESS EDGE (pol) << (In<l1) T-21-3-32(^) 3 2 0.032 Slraight T-21-3-32OO T-21-J-32A(A) 3 2 0.032 "rongue &. groove T-21-3-32.A{M) T-21-4.25-32(A) 41/. 2 0.032 Tongue &. groove T-21-4.25-32(M) ror 51; I Jt\eh "" 2j.4 rom. 1 per= 16 kgIm). II 2_2 Materials: 12 2.2.1 Roof Panels: Jun-~o-~~ ~~-~-- ~~~~ --..- -_..---- PFC-5176 2 13 14- 15 16 17 18 ->-- - 19 20 21 22 23 24 25 26 27 28 29 30 3\ 32 2.2.1.1 Core: Core material is Falcon Manufacturing of Michigan, Inc., Type IX expanded polystyrene foam plastic boards as recognized in the evaluation report ER-4059. The foam plastic has a 2.0 pcf (32 kg/mJ) nominal density, a flame-spread rating of 25 or less and a smokc-density rating of 450 or less when tested in accordance with UBC Standard 8-1_ 2.2.1.2 Facings: The facing material on both sides of the panels is 0.032-inch-thick (0.81 mm) 310S-H14 aluminum alloy conforming to ASTM B 209. 2.2.1.3 Adhesive: The-facings are factory-adhered to the corewitl~-adhesive~ described in the approved quality control manual. The letters (A) and (M) in the panel identification number indicate the adhesive type. 2.2.2 Cleats: The cleats used to intereonnectthe panels along their longitudinal edges are extruded 6063- T5 aluminum alloy complying with ASTM B 221, with the dimensions as shown in Figure 2. 2.3 lnstallation: The roof panellenglh must be continuous in thc direction of its slope, with no tmnsverse joints. Panel supports must provide a minimum 2-inch-wide (S 1 mm) continuous bearing width at support points for gravity and wind uplift loads. For other methods of panel support, the effects of the support on the panel performance must be substantiated to the satisfaction of the building officiaL Connection of the panels to the structure must be substantiated to the satisfaction of the building official. The foam plastic must be encapsulated in with minimum 0_032 inch (0.81 mm) thick aluminum. Jun-~l::S-~H:i UO:L4+f-l, J..L.L>'-J L-V_'- -"'-.".............. 33 34: 35 36 37 38 H_ --.39 40 41 42 43 44 45 46 47 48 49 50 51 52 PFC-5176 3 Longitudinal panel edges are connccted to adjacent panels using cleats in accordance with Figure 1. 2.4 AJlowable Loads: Maximum allowable gravity and wind-uplift loads, based on strength and deflection considerations, are set forth in Tables 1,2 and 3. 2.5 Identification: _ Each roof panel is.identi fied by.alabel bearing the name and address of T erno, In!:., the panel - type, the evaluation report number (pFC-5176), and the name of the quality control agency (C.!. Professional Services). The designation (A) or (M), indicating adhesive type, appears on the foam plaslic core at one end of the panel. The cleats are identified by a Temo, Tnc., biJl of materials enclosed in the cleat packaging. 3.0 EVIDENCE SUBMIlTED Calculations, report of a fife test conducted in accordance with UBC Standard 26-3, a quality control manual, and a report of transverse load tests complying with the ICBO ES Acceptance Criteria for Sandwich Panels (ACQ4), dated July 1996. 4.0 FINDINGS That the prefabricated foam core patio cover roof panels described in this report comply with the 1997 Uniform Building CodeTM, subject to the following conditions: 4.1 The panels are used only on patio covers regulated by Division III of Appendix Chapter 31 of the codc. ~~n-lB-ga. OB:24A ICBO ~VAL ~cKV~~t ~~~ ~~~ .~~. PFC-5176 4 53 54. 55 56 57 58 59 60 61 Panel fabrication, identification and installation comply with this report and the manufacturer's instructions. Panel connections to the supporting slructure must be designed and the justification submiued to the building official for approval. 4.4 The remaining portions of the structure arc designed and constructed in aceordance 4.2 4.3 with the code. 4.5 The panels are fabricatcd at thc Tcmo, Inc., facility in Mount Clemens, Michigan, with follow-up inspections by C.I. Professional Scrvices (AA-606). This report is subject to re-examination in two years. BCGIlI ~~n-18-9~ Ub:~4A i~bU ~V~~ ~~KV~~~ PFC-5176 5 TABLE I_ALLOW ABLE SPANS FOR T-ZI-3-3:(A) .Dd T-2I-3-32A(A) FOAM ROOF r A nO r ANELS'.'-' SUPERIMPOSED LOAD (lbJ.q. ft.) ALLOW ABLE SPAN 10 live: load u'-o- 10 wind uplift 18'-0' 13 wind uplift 18' -0- IS wind uplift IS'-O- 19 wind uplift 17'-6' 20 live load 16', s- c_." . 23 wind uplift. 16'-3" .. 20 snow l~d 14'-S- 27 wind uplift 14' -II" 30 snow load 1Z'.2" .40 snow load 10'-7" SO snow !ood 9'-6' / ForSI: I p.f=47,SSPa. I foot=J04.8mm, 1 inch=2S.4mm.1 mph-I.6! kmlhr. (These panel span$: are bued upon simple span conditions. Analysis of due eonned.ion. &tails must be rrovided with the .engineering design lSSoci3..tcd with !heir specific in.~I:1tion. and submitted lo the: building: official for kpprovaI. %A1lowJbIe spans art: the lesser of str'ength limits and muimum deflection of' 1/120 of span. lrmc:1s muS1 beslopcd ll. minimum ofl unit vertical in 32 units honzonu.1 (3%). ..J.UII-.....(J-=~ ............. "-'.....-.. ...--............... ~...- --" PFC-5176 6 TABLE l-ALLOW ABLE SPANS H1R T-ll-3-Jl(M) AND T-11-3-J1A(M) PANELS'J.J SUPERIMPOSED LOAD (lbJ.q.ll,) , ALLOWABLE SPAN 10 live: load 18' - 0" 10 uplin load (70 mph) 18'- O' 13 upliflload (80 mph) , 18' .0" IS uplin lood (90 mph) . 18'-0" 19 uplift load (100 mph) , 17'" 8" 20 live load 16'.5' 20 snow I..d , 16'" S' -- . - - 23 uplift load (110 mph) 16'.. ).. 27 uplinlood (120 mph) , 15'-1- 30 snow load ! 13'-9" 40 snow load ! IT"I' SO snow toad ! 10'.9' For SI: I psr= 47.88 P.. 1 foot - 304.8 mm. I i~<h = 25.4 mF' I mph = 1.61 kmIbr, , IThc:sc; pane! spans ace ba..<ed upon. simple spall conditions. Alnalysis of the connectioD details mu.'tt be pr(l"idcd with the c:ngineeril'1g dCSlDl associated with their ~1"Xi(ic: instaUs.l.ion. and SUbmi~cd to the building official for approval. ~ Allowable spans are the Jesser of strength limits and maxim m denection of '/"A of span. Jpanels n\l,Ist be sloped a minimum or I unit vertical in 32 un ts horizontal (3%). , ;Jun-i.t:S-~::n::3 U.tj:L..::Jjl..\ .l\,...UU L.."_'- oJ'-.................. PFC-5176 7 .. i.'. FarSI: 1 p'(- 47.88 PI\, I root- 304.8 nun. I mch -25.. nun. I mph - 1.61 kmIhr. SUPERIMPOSED LOAD (lbJI<(. Il.) ALLOW ABLE SPAN 10 livt load 20'-0- . 10 uplifllo6d (70 mph) 20'.0" 13 uplift load (80 mph) 20' - 0- 15 uplift load (90 mph) 10'-0' 19 uplift load (100 mph) 19' -.. 20 live Io6d 11'-\\- 20 snow load \1'-.- .- - 23 up!;llload 17'-9" 27 uplillload (120 mph) 16' - 6" 30 snow lcod 1.'-.- 40 snow load IT-6- SO :mow load 11'-2" TAB1.E 3-ALWWABLE SPANS fOR T-21-1.25-3Z(A) AND T_21-1.lS-32(M) rANELS''''' 'lnese panel spans aR ba..<;ea upon simple span conditions. Analysis of the connection details must be provided. with the engineering design associated wilh their specific installation. and subtniu.cd 10 1he building official for approval. 1A11owablc splll1S arc the Icssc:r oCstn::ngth limits an.d maximum deflection of II!,>> of span. ~Panels must be sloped l minimum of 1 unit vertical in 32 unil..1: hori7..0I\t:l! (3%). ~un-~~-~H Ub:~~A ~~DU CV~L ~L~Y~~~ ~ ~ I- ~ a ,;i E ~ ",. . ~ '" N 8 . .c ..c: I v '" c::: ,., ..... I I ..... ..... V> I- 0 ~ ..... '" ... :l eo ..... ~ " .... -< '" u ..... 0.. I U H 15 11 ];' il .' .-..... mmi;;~ijijiij'II\'!,i'ii:. .......~:;:l................ lmmmmt~mmn!mm!mmmm. ~ ~.. o 15 OJ 51 5 I..~ \., ~ N M I ,/ ... 8 a: co> I f< L ~ .. Jun-lB-9B. OB:25A ICBO EVAL SERVICE .562 695 4694 PFC-5176 ~ _..__~fi ._~ ... -.-\ -.. ." r ""l. ..il' .- .... ~~..u ~--t-"tlt -.. - PolO I ... , --L \ ....- \....... . -......... Pot 51: I Inch = 25.4 mm. FIGURE 2-CLEAT COMPONENTS :Z ':E . ac I <0 ~ ROOF PROJECTION :Z ':E ROOF PANEL . ac I <0 6" & 12" TYP. STANDARD NON-BEARING MUWON SPACING SEE TABLES DWG. 21[S4 - PATIO COVER END WALL ELEVATION ROOF PROJECTION 6" & 12" TYP. STANDARD NON-BEARING MUWON SPACING SEE TABLES DWG. 2TES4 PATIO COVER END WALL ELEVATION EXISTING STRUCTURE cd z < a. '" ~ o CD ox "'< <", C ~1x, j-N STANDARD BEARING MUWON SPACING SEE TABLES DWG. 2TES4 , , , , , -r--, , I , I OPTIONAL ~/ PTlONAL FULL\ ENDWALL ! HEIGHT SOUD DOOR i WALL PANEL DOOR 3-0X6-1 : LOCATIONS I I lli--~--------"--::;, ~ ;:;--;- ----i'~~ ~ I '" NE OF THESE SIDES MAY BE F ---" ENCLOSED WITH SOUD PANELS------ (NON-BEARING) PATIO COVER FRONT WALL ELEVATION TYPICAL STUDIO PATIO COVER PLAN ~ EXISTING STRUCTURE cd z < a. ~ o CD ax 'lE< a'" C Z" j5~ STANDARD BEARING MUWON SPAGlNG SEE TABLES DWG. 2TES4 I , I F I BOTH OF THESE! SIDES WILL BE - ---" I ENCLOSED WlTH1BEARING PANELS------- -t--, I I I I ~'I I _ OPTIONAL V PTlONAL FULL ~! ENDWALL HEIGHT SOUD 1 9 I DOOR WALL PANEL. "', DOOR 3-0X6-1 LOCATIONS" LIi-------------------::R; ~ -SUI~--~- ----6;-~~;~ PATIO COVER FRONT WALL ELEVATION TYPICAL GABLE ROOF PATIO COVER PLAN z o r= u LU ~ o '" a. u.. o o '" z o ~ ~ o '" a. L>- o o '" ,:: < '" 'b I '" l:!.Q1E;, ALL SECTIONS & DETAILS REFERENCED HERE ARE SHOWN ON SHEET 2TES3. P ~8 ~5l U' ~~~5 !3~"i ~ ~ ~~~ 6 t I ~f5ffi UI i!iU <<< H~ U~3 ~ ~l ..II i!~ '"- " - o e CD ~ . ?1 ~~ lil" i.. ,":3 ~3; H I . - 51 0 c. "0 ~&I "''' ~~ OJ V1 -'ll V1 :z: Vl :z: :5 :z: :5 a... 0 a... "" ;:: -<( ..... 0 >'0 0 w 0 -' -' "" ..... w DAlE: JfMJARY 11. 1899 .mHo.: IDIQ 2-2 ORAYM BY: ROllEllf A. W/U. PE D'tIIC. No.: 2TES1 lllf5 ~ m~ GENERAL NOTES & SPECIFCATIONS i'i ~. Z'7II" ",-,' 1. THIS PAllO ClJIr'm ac ENWlSJRE S'I'SlBl IS uwnm TO ~]~ AHD 3CJF8 ZOl2" "..,. ~ lMNl: PURPOSES NolO IS NOT ro BE USED AS A CARPCRT, CARAC( ~~I~ Zl53" ~ HAElT1L ROOIL . I--..... c.- ..1l ~ 0:1 2. 1HISENa..OSURES'tSlFlIISTOBEINSTALLIDUNOERTHEROCf'PNi8.. ..-- ~ :J~i'--. Y \ ~ C '" SiOVlN ON DRAWNG NO. 2ES2. U~i ~ '" ~- -V j ~ L ~ ~ 3 :t DESIGN LOADS: SEE TABlES FOO DESIGN LOADS AS SJECfJEl) PER 1995 CABO ONE AND TWO FAWflY D~NG COCE REOUlREllOO5. 1 "52" 1 "~ - 4. ~ FASlENERS SiH.l BE SZES SiO'iN AND SHAU.. BE STAINlESS STEEL. ~~i '-- >-1 1 .n..' 1 1 2!HC PLATED. GALVANIZED SlID. OR 2024-14 ALllUlfUI. ,,,,,- ~:l ~. ~cm 2.266' 5. AU. smJC1URAl COMPONENTS Of TIiIS PAllO CCMR SlSTEY (EXCEPT soon Jffil 2.152- pAHflS) }fIE OF 1Wrf ar: 1EMPER 1l0!3- 18 UNLESS SPECRCAI.lY N01ED It 15 ~ ~ IU ~ 1HE SllJD WAll PANElS SJOllN SJAlllXlllPlY IIITH A ClJmooLY RECOG?mD LC.ao. EVAlUAll~ SEJNCE INe. REPaU. ALl EXl'ERICR PORllCWS 2.00' STANDARD MALE (1) 2.00. STANDARD FEMALE (2) 2.00" .H. CHANNEL (3) (i) (s) (6) OF * SC(JI) WAU.. PANR. YlHIai ARE SJB.ECT TO WAlER INTRUSION stAll. Hi!! 45' ADAPTER x 2 2.00" ADAPTER .C. CHANNEL EE F1Jl.LY CAUU<ED. <<< 7. ""ERE lHE PAnD """" 15 REQUIRED 11l EE tm "'EN PER COO, lHE """ ::l ~ ~ U'2" ~n____~__'''_ '" l\ 2.D- Of 65 PERCDfT OF lHE NIEA aaDW A W1H1WUM Of 6 FEET B INDiES Of EACH ~ 0 r I 2.316- .. 1 =-: r WALL. WEASlJRED ftRllHE FLOlR OPEN IS OEf1NED AS INSECT SCREENING _ fJ 5 ",' ANO/aiI. READILY REMOVABLE TRAHSJARENT (R 1RANS..I.WT PlASl1C NOT WORE "'- lHAH 1/8 OF AN INOl IN lHla<NESS. SEE NOTE f8 EElDW Fail. OPlICNAl ClAZING. ",,' .,,- e1ff- .JJj' B. PamCNS OF 1HE WAlL lHATARE NOT REClUlRED TO IE FUSlIC IIAY IE . ...... ...$..... ill 11 ...:5l ,r' lBlPERED GlASS WllH A lHlQ(NESS NOT 11l EXCEED '/8 '"'" lHAT lXlIlPIJES .- N" "'-,;; ~1. ~ 1:; if1H lIE COOE. llHEN AI'PRll\<Il BY lIE IlJQDlNG lJ'FIC.Il. GlASS lXlIlPl""" "l'~,' ~ ..~ ~ ' .. 1r ... if1H 1HE COOE WAY EE 5UB5lIlUlED FllR 1HE PlAS1IC INIllCAlEO ~ NOTE 1I''fi: ~~r---' ~ ~ ,. . ~ .. ~ ;;; ~ AS PERJrmED BY lHE aDE FOR EQUYAlOO' MATERIAlS Of awslRUCT1at.: ,.E211j ~~ A- ~'~ ~ S ~ , .. 'IHRE lHE ROlF PAlE!. SPAN IS PARAlliL 11llHE ElIISII<G WAll II' lH~: ~ ~ \:;;! ~ ~ ... ~ ] ... ~ RESDENCE 1HE IlJECJJM:( II' 1HE ElOS1ING WAll SUPPORT S1RlJG11JRE:'Er 'A :,", ~' ~ . ~ -' HEAOOl5, BEAIlS rn:.) SJAllBE I<llflEll BY AN INllEPENllOO SllJRCE j..Q ~ ~ ,: I~ ~ mE ATTAOIlENT OF 1HE RIDGE IEAW. THE NYi'.J:IJN:( OF mE EXS11NG ~ rPJ ~ 11 IS NOT A PARr II' lHlS ASJ; DESCH OR APPROVAl... ~~.i j .,JI - LJW ~ 2.028" ,0. "DE BEARING S'tS1Bl UlJWCWS HA't'E BEEN DESIGNED FOO lOAD COIIEIHA~ ~ ... ~Jf 1 ,.... .12" ~ z'58" RECJJlREO BY 1HE 1995 CABO II<E AND TY<<l FANLY DWElJJNO COOE. 9...: "'- ~' .~ ,I. All Al.U~NUN ~ CONTACT 'A11H D~ WATERlAlS 9!Al1. EE PROJECTED ~...~. Zl78" 2.162'" :1St' PER CXDE. / '2. ElII'NlSII< ANai0R5 9!Al1. BE "IU KWK-BOlT r ANaiOR5, "TRll-FAST ZNlAC Iv NAlUH- ail. DllIYAlOO'. tHE 3/ff' IJAMETER ANOlORS s-IAIl. HAVE A WININUN TOP TRACK / EXPANDER GJ 2.00. TRANSOM HEADER (B) (s) 2.00. CORNER MUWON (iO) (1i) TENSlOH VAl.Ut (IN awalE1E) II' 565 PDUND~ llOOIl "'" 9!Al1. EE l!l 2.00' BASE CHANNEL 2.00. SILL 1/4' BY S' GALVANl2ED lAG BOllS. 13. ALl EXlSllNG WOOD SiAll HAVE A NlNlUUII !:PECAC CRAWlY (f' 0.49. U ,~ SEE TABlES (A) ANIl (S) II< HEr ms4 FllR IlESIGN IINO LOAD~ U ~'\' ~f'" ~ ..II -... ,,"" .c Q.!, '"- " Z'2B' " ?1 n ~~ [r !.l III () [] ~ , [ ~ lilm ..g( i.. .. ~ ' .~ ... < b:~ , II 17 ~r r. ~JI II ~J il.t=5' ~~ 0 g:3 C1r.) ~3; ; . ::::Cl! .'. ... ~ J ~ 1 ~ J!M: W.m:W e H == = I uu- .~ " - =-: 510 (12) (t3) 0) (Is) (16) 0) (18) ~ i1~ 3.00' HANGING RAIL 2.00. HEADER TRANSOM JAMB S.C. JAMB D.S.S. JAMB TRANSOM HEAD RACEWAY CAP H '''OJ ~~ f 3.28" t ~..' OJ HIli" ~ ~ .... z-IOO' .... ... ~ .,n' "" Iij W . i 3.275- f 10 > '" '" ~ 'ib :: 0 I- W ~ <!l U "" I- -<( 0 ~ {] 0 a... :z: 1!; . ... [] [ il !:;( * -'ll '" ill .. ~ ~t ,1M 1!ll<l ~ ... a... ::E'" .. ~ .. ~ ;;j w -' ... i; . 1-,<( 0 j 1 = 0 "'I- ... 11. ~ >-w ^ . n ^ =1 N "'0 ~ 3.874- ~ J. 1 1 ~ _iL If' Z2BB' ...." DAlE: ^ -" 5.124- JANUARY '0. 1999 J t """"-' _2-, 3.874- URAWNB'e R<IIRT A. WAll. PE DIG. NO.: 3.0D" RAIN GUTTER (i9) 4.25" SPUCEABLE RAIN GUTTER (20) 3.00. .C" FACIA (2i) 2.00" VERTICAL RACEWAY (22) 4.25. HANGING RAIL (23) 2TES2 'llf5 . fl2x.- SUS wit' aD. AWMlHUII 'AS-lER~ a: NElPRENE INSERT SPACE. 6" o.c. --....... F1JLL HEIGfT "AlE PER <D 7 lJf stUD PANEl.. 2-18 1EK srnEWS EACH SIDE (J' MUWON CON1IIlU0U5 PANEl CUTlER I W/fI!. 5115 .,2"a.c. RlP ~ ~ TO RO(F PANEL 111' "'ANNa"", (i) ~ j:! ~ :;! "UP 6;; BOT a-lAHNEl. SiAli 0 IEJ,R. FRO ON MWJON I SECTION PRIOR 10 INsrAl- li1 lAnCNCFFASIDlERS ~ i'i 3fK'. ElCPAN5lCN AN ; ~ . 70.80,90,100. a: 1'0 IIPH '" IJj LllCAlE hlNOlOR 2 1/4" EA. R. /Sll PER @ J i SDE CF MUl.LICK SEE NOTE #12 .. BASE QlANNH. "'" @ ~ SAME AS BEARING QfANNB. is ., 1lI NWJOl l!i ~ BASE DfNMI.. SPUCE ~ llIBEIf'_UU ~ fR(II 'ttRT. MWJtw EXIST. (R NEW awe. ~ SUB IN GOOO ~ l'l ... ... z ~ -'" .4. N ~ BEARING WALL SECTION (i;) 112M- SMS '.~5._~.; MAX=,. awr. FASaA PER ~ @W/fI!.5I/S.'2" o.c. 1IAX.1 I: B . 12"MAX. [ ""'@FOR POR1l<I<5 ] NOT SHOYIN HERE i BEARING WALL SECTION (ii) FULL HBGH COONER PER@ CORNER (C) F1JLL HEIGHT WAlE ~ FElIAlE PER <D@ '" SI.lSO TtP. o SlIDING WINDOW a FlXFD g A1lNG MALE / FEMALE MULUONS F\li HIEGHT lRANSOIi JAIlS PER FULl HBGHT \lERllCAl. RACEWAY PER @ 185115. TtP fW. HEIGH \'ER1lCAL. RA<>:WAY PER @ HEIGHT STANDARIl FElIAlEPER@ All HEiQfT D.ss. JAIlS PER@ RACEWAY eN' PER @ o S11D1NC \llNOOW "'SMS~\ HfJGHT STANOARO FElIAlEPER@ 18 SIllS . TtP RACEWAYeN' PER @ FEMALE / RACEWAY / FEMALE MULUONS ~ II FlXFD G1A11NG 114 woao 5alElI5 (R 1DGIU: BCl.1S .'11"O.C. ~ ElGSlING RESDENCE FULL HeGHT) PER~ 5CUl WAll PANEl. OR MAlE PER <D CONNECTION a HOUSE m 18 5I/S .RlP. BOTlUM a: 0 24- o.c.BrllIEEN o ~ lOIN€: \fNOOW MALE / "H" / MALE MUWONS o som WALL PAHB (0) FUlL IiEQiT \ernClt RAC<WAY PER @ RACEWAYeN' PER@ f1JU. HBGHT zOO" ADAPTER PER @ o SCUD WAIl PAHfJ (f) EJDSl1NG RESDENCE 2-114 'lIOOO5alElI5 . 'If' 0.0. 1lI Pfl<E1RAlE 5QJl woao 1, 3/4' ~NBlUU M'ER \1tnl RCXF a.EAT~ ROOF PANEL!WALL ATTACHMENT (G) :'E~~ f1JU. HBGHT ....PERQ) 18 !iUS 0 TOP. BOTTON a: 0 24- 0.0. BErAEEN o FJXF1} G1A7ING CD ROOF PANEL SPUCE (H) BAY CORNER (.j) ill! ~ii ~U um U~ ~H ~U ;~ UH C! /iN -,I, '"- " - "?1 ~~ lil~ i~ 0;3; e ~! -~cu !~ "''' ~~ " "" w > Vl o :z: '-' 0 i=~ ~~~ ;tnc::i a... _ c = en g~-'ll .,,;a... DAm JANUARY 27. 1m .mHO.: 'TEllO 2-2 DRAWN Err. ROllERT~WIU.PE DVlC.NO.: 2TES3 3llf5 TABLE "An: BEARING WALL MULLIONS-SECTION (A) MAXIMUM MUiIJON T'fPE MUWON DET.@ I DET.~I DET. (Q I SPACING MAXIMUM MUWON HEIGHT 20 PSF LIVE LOAD, 70 MPH WIND 10'-0" 11 6 11 6 8 3' 10' 6" 11 D 7-g" 9 9 10-0- 20 PSF LIVE LOAD, 80 MPH WIND g' 0" 11' 3" 11' 6" 73" 9'3" g'g" 6' 9- 8' s- g' O. 30 1/2" C/C 48C/C 561/2" C/C 301/2" C/C 48" C/C 56 1/2" C/C 301/2" C/C 48" C/C 56 112" C/C 30 112. C/C 48" C/C 56 1/2" C/C 301/2" c/c 48" c/c 56 1/2" C/C 30 1/2 C/C 48 C/C 56 1/2" c/c 30 1/2" C/C 48' C/C 56 1/2 C/C 30 1/2" C/C 48" C/C 56 1/2" C/C 30 1/2" C/C 48 C/C 56 1/2 C/C .. ..- 30 1 2" C/C 48" C/C 56 1/2 C/C 20 PSF LIVE LOAD 90 MPH 10'-6" 11' O' 8' 6- g' 3- 8'-0- 8' J- 20 PSF LIVE LOAD 100 MPH WIND 1-S- 9' 3- 10' O. 7' 9- 8' J- 73" 7' 6" 20 PSF LIVE LOAD 110 MPH 8'-S- 9' J- 7'-0" 7 6" 6' 6" 6' g" 20 PSF SNOW LOAD, 70 MPH g' 0" 11 0 11 -6 7'-6 9 6 10-3 7'_0" 9-0 9-6 20 PSF SNOW LOAD, 80 MPH a'-o. 10' O. 11'-0. 6-9 8'6" 9'3" 6'-3" 8 0" 8'-6 20 PSF SNOW LOAD. 90 MPH 7-9" 9'-6" 10' 3" 6' J- 8'-0. 8'. S- 7 6" 8-0 20 PSF SNOW LOAD, 100 MPH 7-0" 8'-9" 9'-6" T, 3 T 9 6-9 T 3 20 PSF SNOW LOAD. 110 MPH 8'-0. tr 9- 6' 9" 7-3" 6'-3- 6' 9- MAXIMUM lHIB. 'MDTH 11'-0" 8'-0" 5'-6 11' o. 8' 0" 5' 6" 8' 3- 6' 9- 6'-3- WIND 11'-0" 8"0" 5-6 F,.'_n- 6' 9- TABLE D: MAXIMUM ROOF PANEL SPANS. PANEL DESlGNAnON n-3-21-32 ~ 15'-6- 14'-B" 12'-1" 10'-r 16'-0" 11'-0- 8'-0" 5-6 WIND 11'-0. 8"-0" 5-6 WIND 10' B" 8'-0" 5-6 WIND 10'-a" B'-o" 5 6 WIND 10'-a" 8"-0" 5-6 WIND 10'-a" 8'-0" 5 6 WIND- 10' a" 8'0" 5 6 MAXIMUM MUWON SPACING 30 1 2" C/C 48' C C 56 l/z C/C 30 1/2" C/C 48 C/C 56 l/Z" C/C 30 l/Z" C/C 48" c/c 56 l/Z C/C 30 l/z" c/c 48" c/c 56 l/Z" C/C 30 112" C/C 48 C/C 56 1/2' C/C 3012C/C 48 C/C 56 1/2" C/C 30 1/2" C/C 48 C/C 56 1/z C/C 30 1 2' C/C 48" C C 56 112' c/c 30 1/2" C/C ,48 C/C 56 l/z" c/c .. .. .... 301/2" C/C 48' C/C 56 1/2 C/C DET. B' 6- 7-6" 7-3" 30 PSF MPH MAXIMUM lHIB. 'MOTH WIND 9' 4" 5' 6- 4' 3- SNOW LOAD, 80 MPH WIND 9'-4- 7'-9- 6'-9- 6'-3- g' g- 8' 6" 8'-0. 30 PSF SNOW 7'-6- g' 3- 6'-3- 8' 3- 7'-9" 30 PSF SNOW .'_Q" 8 6 7-6" 7'-0" 30 PSF SNOW 8' o. 6 9 6' 3- 40 PSF SNOW 8' J- 10'-3- 7-6' 9' 6" 7-0. g'-o. 40 PSF SNOW 9'-6- 8' 6- 8'-0- 40 PSF SNOW 9 0 8'-3- 7-6" 40 PSF SNOW - 8' 3" 7-6 6'-9- 40" PSF SNOW 79" 6' g- 6'-3- 10'_Sa 9'-3" 8'-9- LOAD, 90 10' 0- 8'-9- 8' O. LOAD, 100 9-3 S' o. 73" LOAD, 110 9'-3- 7-3 6' 9" LOAD, 70 11' 3- 10'-3- g'-S- LOAD, 80 10' S- g' J- 8'-6- LOAD, 90 10-0 8" 9" 8'-0- LOAD. 100 g'-O. 8 0 7-3" LOAfJ,--110 8'-6- 7-3" 6' 6- 5'-6" 4'-3- MPH WIND 9'-4- 5' 6" 4' 3" MPH WIND 9'-"'- 5' 6" 4' 3- MPH WIND 9'-4" 5'-6" 4'-3- MPH WIND 8'-9" 4'-3" 2' 10" MPH WIND 8'-Q" 4'-3" 2'-10" MPH WIND 8' 9" 4'-3" 2'-10" MPH WIND 8'-9- 4'-3- 2'-10" MPH WIND 8'-9" 4'-3" 2'-10" TABLE "B": NON-BEARING WALL t.lUWON SECTION @ * MAXIMUM MUWON SPACING DEI I DET~" T"~ET. (Q I MAXIMUM MUWON HEIGHT 30 PSF SNOW LOAD, 70 10' g. 11' e. 9' 6" 10'-3" g' 0- g' 6. J012'CC 48' C C 56 l/Z" C/C 11'-1. 9-0 8-2" 80 9'-9" 7-11" 7-1" 90 9'-1" 7'-4 6'-8 301Z"CC 48 C C 5612CC 3012"CC 48" C C 561ZC/C 100 J012'CC 48 C C 5612CC 8'-0- 6'-e- 5'-11- 110 MUWON T'fPE DET. DET. 70 MPH WIND LOAD 12'-0" 12'-0" 11-5 11'-10 10-4" 10-8" MPH WIND LOAD 12'-0" 12'-0" 10'-0" 10'-4" g'-O- 9'-4. MPH WIND LOAD 11'-5" 11'-10" -4" 9-8 8-5 8'-8 MPH WIND LOAD 10'-2" 10'-6" 8"-4' 8'-r 7-6" 7-9" MPH WIND LOAD JO 1 2- C C 7'-4- 9'-3- g'-r 48' C C 5'-11 7-6 7'-9 56 1 2' C C 6'-9"-0 , \\!iERE 6'-0" \\IDE DOOR OPENING OCCURS IN A NON-BEARING WAll., USE 8OlI: OF HIEGH15 SHO'tIN IN TABLE ABOIJL "en: TRIBUTARY L 5J1J WIDTH * ow"G-j......! -lJI _OIl EEAll MAXIMUM MAXIMUM OVERHANG PROJECnON 0'-6" 1'-0' 1'-6" 2'-0" 2'-6" J'-O" 6'-0" S-3" 3'-r 4'-0" 4'-6" 1-0. :r-g- 4'-'. 4'-5. ~'-1'. 8'-0. 4'-'S' 4'-/ 4'-11- 5'-4. 5'-10. g'-O. 4'-9- 5'-1. 5'-4- S'-g. 6'-3- 6'-9- 10'-0" 5'-'S'. 5'_1 5'-10. 6'-3- 6'-8- 1-2- . 11'-0" _S-9" _6'-1" 6'-4", 6:-lr _ 7-2" 7.,,-r 12'-0" 6-J 6'-r 6-1 -2 7- 8-0 lS-o" It_g" 7-1" 7-4" 7-8"~'-1" 8"-5" 14'-0" 7-3" 7-r 7-10" 8'-2" 8'-6" 8"-11" 15'-0- '- - ,. '- - '- . '- . 16'-0" 8"-3" 8'-6" 8"-10" 9'-2" 9'-6" 9'-10" 17-0" 9'-0" 9'-4" ," 10'-0" 10'-4" 18"-0" ' "10'-5" '- 19'-0" 11'-3" , SEE TA8I..E 'D" FOR PANEL SPANS ANO O\ralHANG UMITAnON5. TABLE 48" c/c 11'-0" DESIGN LOAD 2OP5f U,", lOAIl 20 P5f ..OW lOAIl JllP5f ..OW lOAIl .., P5f ..OWlOAll 7O.8Il,90. 100 & 110 """ "NO , MAXIMUM PANEL O\ralHANG IS 3'-0" TABLE "E": BEARING WALL EXPANDER - MAXIMUM ALLOWABLE TRIBUTARY WIDTH EXPANDER MAX. DESIGN lDAll (S) T'fPE MUWON 20 PSF 30 PSF 40 PSF 70 MPH SPACING UVE/SNOW SNOW SNOW \\INO' 30 1/2" C/C 11'-~" 9'-4" 8'-9" 11'-0" DETAIL @) 5'-6- 4'-3" 8'-0. 56 1/2" C/C 5'-4" 11-0" 4'-3- 2'-10" 80 MPH 'MNO' 11'-0. 90 MPH \\IND' 11'-0" 110 MPH 'MNO' 11'-0. 100 MPH \\IND' 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11-0" 10-8 8- 6-9 ;~Ii !lhi ~~J: o;!!l!.'l ~U U~ ;~ ~ ~, ..Il i!~ '"- " - "?1 ~~ lil f" O l'!~ ~3; Zg Cil" t: ~ ~ ~ .~~ r ~~ OJ "" w >", Ow u-' OCIJ i=i:5 -<( a... :::::E w b ~. o >- ...,V) DAlE: .waJARY 27. 1999 .llJNQ.: 1BlO :>-2 DRAIN IJY: ROOERT A. WALl, PE DYlG.NO.: 2TES4 ,llf5 STRUCTURAl.. MUWONS SEE EHCl.05URE 5CHIll. SlRUC'MW. ILU..HltS " SEE ENQ.OSURE SOiED. WINDOW HEAD PER EHCl.llSUIlE DRAWINGS ! B iii ~ It ll1llOOWlN!<RlS.SEE i!l 5CHEIJJlEIIEl.OWFOR !c DIMENSI~S ~ ~ i ~! ~- gj ~.:!:! III iS~ ;E ~~ l;! 'ttRllCALL Y AD.1JST1a.E Ih ~; Q HANDlES ~ ~ m ... ~ ~ ~ % la WHDatt su. PER EHCl.llSUIlE - DRAWHGS JDENllFICAllCW LJ.Ba. PER UBC ~ C 'TYPICAl.. EAQi 2406 ~ EACH PANE (F CUSS CCRNER (F INSERT ASSEMBLED WINDOW ELEVATION --------------------- - -=-- ~= =- -= !;-;--; , , , I I 1 I 1 , , , , , , 1 I, 1 \fRTICAI.. SASi PER 0"'0 NC)'fm \fRTICAI.. SASH 18 S115 lHRlJ .....CAl. SA9l INTO CENTER smEW aiASE AT HlRZEWTAl SASH. HCRZONTAl SASi PER CD TYPICAL SASH (C) TO SASH CONNECTION C USE F<R lENPERED Q.ASS l1.AZING AT aJ "PH NIl iIQ "PH WHO. SEE DETAIl... AT RlOO RR DIMENSIONS NOT SiOMt, ~ CENTER SASH ~ FOR AartUC G.A2lNG AT 1C. 150 AND 90 WPH YlII) AND lBIPERED Q.ASS CLA2lNG AT 70 WPH WIND. D:WTlNUOOS POLYVINYL QjLORlIlE GlA2IHG Qj<Rll POCKET TIP. AU. AROUND ADJJSTAIllE RlI1ER ASSEYfLY VII GUOE 'TYPICAL EAQl EM) AT IlO11llIl VERTICAL SECTION (A) ~ HORIZONTAL SASH (1) ..... ~ rtP. ~ ... .. .PiI:t' .537" .2 USE FOR lOO'ERED lU5S GlA2IHG AT aJ "PH AND iIQ "PH WIND. SEE DETAIL AT RlOO FOR D1MEKS1ONS NOT SiOWN. USE FOR ~lUC l1.AZING AT 70. 80 ANI) 90 MPH VMD AND lDlPERED Q.ASS G..AZING AT 7U NPH WIND. (2) OUTSIDE SASH (3) JAlIB PER ENCl.ll5URE DRA"NGS INSFRT RRlOVN' SJDE INSERT 10 AN OPEN P091lON AND GRASP lHE VERTICAl.. SIS{ \I1H earn HANDS. UFT INSERT UP 'MilLE PUWNG lHE BOrmu TDWNmS THE INSDE (f' 1HE DfQ.OSURE. LO'IfR lHE INSERT 'MftE CCWTlNUlNG 10 PUlL INWARD. IltlllH Jtr.aT WlOrn. SEE safEDutE 5Q1 (XWTlNUOUS !<:AlHER B""'" AlL AROOND-TYP. "'DE HORIZONTAL SECTION (8) GENERAL REOUIREMENTS AND CONDITIONS 1. 1EI/PERED lU5S CANNOT EXCEED 0.125 ~Qj IN lHlCl<NES5. 2. lDf~ ClASS SUB.ECT TO HUMAN IMPACT aIIPUES \I1H ~ 2406. 3. lBlPERED ClASS mTAllED III AREAS MTH BASIC 'MHO SPEEDS (f' 80 WPH AND !HAlER aIlPl.JES lIlH NffA lINITAllCWS (F UBC SEC1ION 2403 IN RESSt1NG WIND FtJ<<S AND IS SLPPamD IN AIXOImANCE WITH UBC ~CW 2404. 4. tHE Q.ASS IN93fr Assa.Il.Y IS REAI1Y REMOVABlE. WINDOW SCHEDULE - TEMPERED GLASS DtNENSlONS WDlH T 4-t5' CIC 22.5"151- 20.75"'.48.13" 14.31 ~1.5" 5:t' if' CIC -15.25- 1 51- 13.5"1-48..1.:r 9'" TIS 5:t' [] ~[ ~ " USE Fm lDIPERED ClASS G.A2lNG AT 80 t.IPH AND lICI ~ IlNO. SEE IETAIl AT RIGHT FUR DlENSlOO NOT SI-IO'tN. USE FCR ACf11JC l1AZING AT 70. 80 NfJ 90 WPM IV<<) AND IDFERID lUSS Q.A2lHG AT 70 ItlPH 'MHO. OUTSIDE SASH (4) i'i ~ l;! F 8 ~lilh ~ ~ !'l:: !3hi _PER ENCl.ll5URE DRAY1NG5 ~ 't ~~ ~g '"Ii! ~U nm ~ ~~ " Z I V C11l C! is'!' :i2 " - "?1 ~~ III ill O ;~ Zg ~i3" t: ~ ~ ~ ~~ r ~~ ... "" w ~~~ U:5< o~ti ~OO a.~~ CL. .0 :::E:Z: l=!== . Cl Cl N DAlE: JAMJMY Xl. 1999 ""'''''' TEllO 2-2 DRAWN BY:: ROOfRT A. 'AU. PE DlIG. NO.: 2TES5 5llf5