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HomeMy WebLinkAbout3710 Marshall Streeti CITY OF WHEAT RIDGE V, �9�(303) Building Inspection Division (303) 234-5933 Inspection line_: 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: �� �� Job Address: -3 �� /(i(���L S "le S/ Permit Number: 2 ©/ % b U`z/ L(No one available for inspection: Time S z S AM/PM Re -Inspection required: YesNo When corrections have been made, call for re-in7771, tie, at 303-234-5933 Date:" ( inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Roofing PERMIT - 201701884 PERMIT NO: 201701884 ISSUED: 06/11/2017 JOB ADDRESS: 3710 Marshall ST EXPIRES: 06/11/2018 JOB DESCRIPTION: Residential Reroof: remove all layers, install OC Duration 5/12 pitch 26 squares *** CONTACTS *** OWNER (720)878-8100 MCCORMICK SCOTT C SUB (303)997-8012 Aaron Anders 100039 Acclaimed Roofing of Colorado *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 7,215.00 FEES Total Valuation 0.00 Use Tax 151.52 Permit Fee 172.60 ** TOTAL ** 324.12 *** 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 A/2 -inch exists. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer&€ms installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer&#39;s technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. �City of Wheat Ridge Residential Roofing PERMIT - 201701884 PERMIT NO: 201701884 ISSUED: 06/11/2017 JOB ADDRESS: 3710 Marshall ST EXPIRES: 06/11/2018 JOB DESCRIPTION: Residential Reroof: remove all layers, install OC Duration 5/12 pitch 26 squares I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, apphca le buildingdes, and all applicable cipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal ow f of the property and ani authori ed to obtain this permit and perform the work described and approved in conjunction with this_permit. I her a that I am le al 'auth ized to include all entities named within this document as parties to the work to be pertormed a that alt.w¢rk to be pepfor ed is isplosed in this document and/or its' accompanying approved plans and specifications. Signature o-F—OWNER or CONTRACTOR/ (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying pplans 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 Budding Official and maybe subject to a fee equal to one-half of the original er mt 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 Budding Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date,^ REQUESTS MUST BE NAME BY 11:59PH ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING NESS DAY. Inspection time requests will be accepted by email only. Please email requests to insptimerequest@ci.wheatridge.co.us between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line. DocuSign Envelope ID: 0578F610-31 E7-49CA-A485-98D1036EE9FB ACCLAIMED ROOFING OF COLORADO Offir:e Lor ution: 8785 Lipan St; Unit B, Denver, CO 5()723 Sales: 303 -592 -ROOF ( 7663) SELECTION OF MATERIALS AND CONTRACT FOR CONSTRUCTION Acclaimed Roofing of Colorado has its general liability through Mesa Underwriters Specialty Insurance Co, and may be contacted through our agent Orant Insurance Group, LLC at 965 S Kipling Pkwy #B, Lakewood, C0 80226. Acdaimed Roofing of Colorado shall hold any payment received from you until Aedaimed Roofing of Colorado has delivered roofing materials at the site or has performed a majority of the roofing work onyour property. This contract may be rescinded or canceled if the insurancehas denied coverage of the claim and you may receive a full refund of any deposits made. his further understood that it is illegal and a criminal act forany contractor to waive or pay for the deductible porion ofthe claim compliant with Colorado law SB38. Acclaimed Roofing of Colorado agras to install the following materials selector by the customer. The customct selects die following materials and directs Acdaimed Rooting of Colorado to furnish this material and its labor in a good and workmanlike manneraocording to standard practices in the industry. Any modifications, changes or additions mustbein writingandagreed to between the partiesas evidence by thearsignatures Acclaimed Roofing of Colorado will not bill any additional money to customer and agrees to bill the insurance company directly for any additional work performed due to hidden site conditions If there is any work performed on the property during construction that is not in the original scope of loss provided by the insurance company, Acclaimed Roofing of Colorado retains the right to bill the insurance company for any additional work performed I/We agree to pay Acclaimed Roofing of Colorado any additional funds received from the insurance company regarding this loss and work performed Acclaimed Roofing of Colorado will not hold the customer responsible for paying anyaddibonalfunds notagreedtointhis contract i the insurance refuses to pay for the additional workmif-cancan Proper installation of the roof -system may require replacement of existing Hashing During such replacement siding adpoent this thshing which his deteriorated may crack, break, or tear. Acdaimed Roofing of Colorado will make every reasonable effort to avoid damage, but will not be responsible for any consequential damage to siding During the application of the roof system, vibration from the roof may be transmitted throughout cite building Acclaimed Roofing of Colorado is not responsible for rotted siding paintandsheeurodkdamagesdue tovibratiom The customer further assumes responsibility forallobjectshungfromexteriorandinteriorwallsandfromceilingand soffits These have been known to fall during installation and Acclaimed Roofing of Colorado will not be responsible for these occurrences. It is further understood thatvent and gas pipes penetrating through the roof may shift during construction Acclaimed Roofing of Colorado recommends that these pipes he inspected by a licensed plumber due to leaking gases but will not pay the expense of such an inspection. All material warranties are provided expressly and solely through the material manufacturer. Acclaimed Roofing ofColoradu and its agents cwaffifiaus are not liable fur defuds or putformancu, 4 inaturiaLs uscd. By signing this agreunictiLI/Weherebyagreetohavea iicettsed plumber htspea all pipes and penetrations after cortstruction has been completed on the property. InsuranceCompay: esurance CLAIM # HOM-0008552 O Brand Owens Corning Type Duration storm Color TBD O Remove Existing Roof And Inspect Decking O Deck Roof Using 7/16 Inch CDX Plywood No O Install 2" Inch Edge Metal / Color TED O Apply A 15 LB Underlayment System Install 30 LB Valley System O Standard Nails, Starter Course Shingle, Sidewall Flashing where needed, chimney flashing, caulking O Install ALL Covers For PVC Pipe Jacks And Vents O Install Turtle Type Ventilation O Run Magnet For Nails, Clean up construction site and haul away debris O SPECIAL INSTRUCTIONS/NOTES/UPGRADES R&R putters and downspouts ese Ce�iec� PREFERRED CONTRACTOR Insurance Claim Specialists 5 -Year Worlonanship Warranty GRAND TOTAL: = (RC1)$ 9167.76 + All SuaplemenU/PermitsApnroved RvInsurance, PAYMENT TO BE MADE AS FOLLOWS FIRST Payment of $ 7215.95 due upon completion of this contract + DEDUCTIBLE OF $ 1742 will be pen e r t f.rials. FINAL Payment of $ 209.81 + all supplements approved by the insurance permitfee wike due after work has been completed by Acclaimed Roofing of Colorado. City/state/Zip: wheat ridoe /Co/80033 Home Phone: 720-878-8100 CJJ/Work: 720-878-8100 EMAIL: emily@emcdenver.com I Emily Mccormick /I have read the following contract and agree with The rms and Conditions. By the acceptance of this Contract, the Owner os a a pay for the work and/or materials at the prices set forth. Initials: I/We specify that Acclaimed Roofing of Colorado is to be included on any and all chec issued to the customer. �� Initials. Acclaimed Roofing does guarantee that all work performed will pass applica a governing inspection, however I/We acknowledge we do not to have the right to withhold funds from the company due to pending city or county inspections. Customer Signature: Atdetwa Date: 5/26/2017 Acclaimed Roofing Of Colorado Representative: Chu,, r„�inrr Date: 5/25/2017 Antoinette Kulick aX From: no-reply@ci.wheatridge.co.us Sent: Thursday, June 8, 2017 9:38 AM 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. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those_ documents at the time you are issued your permit. Permits are currently being processed within 24-48 hours, subject to change based on volume. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Existing permits that require amendments (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. PROPERTY INFORMATION Property Address 3710 Marshall st Property Owner Name emily McCormick Property Owner Phone 720 878 8100 Number Property Owner Email Field not completed. Address Do you have a signed Yes contract to reroof this property? It will need to be provided at the time of permit pick-up. CONTRACTOR INFORMATION Contractor Name Acclaimed Roofing Contractor's License 100039 Number (for the City of Wheat Ridge)„ Contractor Phone 303 997 8012 Number Contractor Email Address Acclaimedroofing@yahoo.com (permit pick-up instructions will be sent to this email) DESCRIPTION OF WORK Is this application for a Yes new permit for a residential roof? Are you re -decking the No roof? Description of Roofing oc duration Material How many squares of 26 material? Provide additional detail remove all layers reroof 5/12 24 sq here on the description of work. (Is this for a house or garage? What is the roof pitch? Etc) Project Value (contract 7215 value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this Yes application is NOT a 2 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 omar mijares Email not displaying correctly? View it in your browser. City of c jg Commuwry L VE.LOPMENT * ## 0 all FOR OFFICE USE ONLY plonlpomft 0 [nil! Address. �4; kill cc 1ri f "- t - 23��� C' C I CS t'A4 r-'d 1 t " Plumbing Mechanical: Complete all information on BOTH sides of this form BUILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE * . Correction Notice Job Located at You are hereby notified to correct the foregoing violations. When corrections have been made, call for inspection. Date Inspector tor Buitding Dept• DO NOT REMOVE THiS TAG FORM WRB-22 I have this day inspected this structure and these premises and have found the foilowing violations of City and/or State laws gov- erning same: COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Building Permit Number Date 15432 5/1 /2003 Property Owner: HAROLD LAMM Property Address : 3710 MARSHALL ST Contractor License No. : Company: Phone : 420-6315 Phone : OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are acwrate, and do not violate applicable ordinances, rules or regulations of the City ot W heat Ridge or covenants, easements or restrictions of record; that all measurements shown, antl 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 Rid¢e ordinances, for work under this permit. Y;.r (OWNER)(CONTRACTOR) SIGNEi DATE r" ' Construction Value : $7,650.00 Permit Fee : $199.30 Plan Review Fee : $0.00 Use Tax : $153.00 Total: $352.30 Use: Description : CEMENT FLOOR AND 24' X 24' GARAGE & CEMENT PAD APPROX. 30' X 32'. BURY GAS & ELEC LINES. q C? I n Y7.1! __wT..4we 11 [5 - / - / ` vr- Zoning Comments: Approval : MA 4I30/03 2oning : R-1C Building~COmments ~I/~~~~3 OIS, 511 /03. Approval: DM r Public Works Comments: Approval : Occupancy: Walis r"..~.. \RTMENT USE CftIeT'QppRW~ • ~m rovements acc(I:='°'_ lincs d conswctmg P veIoP„~c~t _;tar.dan apprf -pjan and requgg~ ~ is not rosponsibla for inaccuratc The City ns°u ti submitted ~~~ithin tha plan set and any errors resulting from inaccucate informa:iun. INTERIOR ELECT., MECH BY SEPERATE PERMIT. l=I n4l --r~.4-!rie e-I `r 3 .6--'1 Roof : Stories : Residential Units : Electrical License No : Company: Expiration Date : Approval : Plumbing License No : Company : Expiration Date : Approval: Mechanical License No : Company : Expiration Date : Approval : (1) This permit was issued in accordance wilh the provisions set fotlh in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days fmm issue date or (B) the builtling authorized is suspended or abandoned for a period of 720 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half lhe amount normally required, provided no changes have been or will De made in ihe original plaris and specifcalions and any suspension or abandonment has not eaceetled one (7) year. If changes are made or iF suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change tha natural flow of water causing a drainage pmblem. (5) Contractor shall notify the Builtling Inspecbr twenty-four (24) hours in advance for all inspections and shall receive written appmval on inspection card before proceediing with successive phases of the job. (6) The issuance ermil or the approval of drawings and specifcations shall not be conslmed to be a permit for, nor an appmval of, any violation of the pmvision e ildin or any other ordinance, law, rule or regulation. Chief Building Inspe or ~ CALCULATIONS FOR Job: (4Fra_0L,0 LAMM O7S7-O3' Address: 3-71o N1*t1f444LL- sT. ' wuewr a~o6~ co 50017 (These calculations apply to the job at this address only.) Client: Sheet l -Z _ 13 LI-L4 f=( -F 4 ASI DI D3 Index to Calculationa ~ Item : N 35008 ~ - ~ 9 ; • 4. c,. VALID ONLY • a DESIGN DETAIL Wc7 SFAI IONN-1c".01 LOADINGS LOAD COMBINATION DESCRIPTIONS FRAME ANALYSIS PIPE SEGTIONS DECK DECK FASTENERS / PULLOUT & PULLOVER Fov,rD/i-T~o'/ AL=J/.',j % %^0 QQQ THESE STRUCTURAL CALCULATIONS MUST BE SUBMITTED WITH WET SEAL DATED NOT OVER 180 DAYS PRIOR TO PERMIT APPtICATIONS. Copyright 4 l07 S.E. CONSULTANTS, INC. 5800 East Thomas Road, Suite 104 ' Scottsdale, Arizona 85251 ` (602) 946-2070 Fax: (602) 946-1909 Mt ~t. J . ~ ~ a ~ (b w ~ , . ~ ) . ~ . . . s . • iJ ' Z 0 Q ~ . ~l'~ ~ 1 :a ~n , . • ~CL. • • , ~~~a. ~L ~ I t ~ ~ , , ~ ~ ~ ^ ' i 4. . • - . =a ~ ~ : ' ~ . - • ~ . LL ~r• • ' . _.Q 0 , u ~ r ~ ~ x ~ z y ~o ~n o ~ , • ~ 0 i .o . . o •J' . F • ~ . \ ~4 . , • , ' d ' ~ ' ~ ~r • ' ~ ~o , • . .a ~ . ' n ti ' ~ ~ ~ • ~ . ~ Q ~ ~ ~ - S~ • . , ' ~ ~ y ~ ~ ~ 11 vi ~ + - !2 ;.wZ . ~ J ~ ' ~ ~ ~M` . 3 . X ° o• j ~ , V ~ . . • ~ ~ •`~t . l . ~n~ • ~ I ~ ~ , ooe ~ ~ . ~,~•.~.i . . . ~ . . . ~..1a14"- , ! _ ` ~ - ~ ~ ~ i i g B ~ e ~ I ~ i $ Z I ~ K 6I fn a 8w C S2 ~ ( 1 ~ ~ 11 w 94 ao ~ T ~cV NOMI87oNV CKL p ~ N 2'. 5~~41 Lo~J iqrl-7 i(Ic Z~6-~~ pr P2~: 2.~8Ps~` . T . . . G/S~ : EXAO V= 90_ M~f~ C~xPc) l17 ' , , s , ~ v ; p ~ P . 9.0l Z.O. s ) 0.4 ' SIMILS2. . ~S PREIIMINARY UNLESS SEALED ON'fACH SHEET OR ON COVER SHE T Job: Date: By:. Job No.: ~~'J :01 _ SN.: 3 S.E. CONSULTANTS, INC. A . . ' S.E. Consultants, Inc. I SE Consultants I Porta Carports DCAq Lo/t> 28, 2003 I 8:40 AM I W y LL. S.E. Consultants, Inc. Porta Carports April 28, 2003 SEConsultants y~~~~ 8:40AM Lt M W W ~ M ~ b 5 f ~~~.L W • L~ l,,.T° f/ii''k~ ` .s>~. S.E. Consultants, Inc. Porta Carports April 28, 2003 SE Consultants ui ,.wc wA-Dl 8:41 AM F24Wx8Hx4Bx2Px30PSF90MPH.f2 L3 S.E. Consultants, Inc. Porta Carports April 28, 2003 SEConsultants GuAD! 8:41AM 1-4 Company : S.E. Consultants, Inc. April 28, 2003 Designer : SE Consultants 8:41 AM Job Number : Porta Carports Checked By:_ Basic Load Case Dafa BLC No. Basic Load Case Category Category Graviry Load Type Totals Description Code Descriotion X Y Joint Point oirer.r nief 1 DL DL Dead Load 6 2 "LL•. , , L`L'ive:16'ad 3 WL WL Wind Load g .~A l3NgAL- None Boundarv Conditions Joint Label X Translation Y Translation Rotation klin k/in k-ft/rad N1 Reaction Reaction "W Reaction N8 Reaction Reaction Member Direct Distributed Loads. Cateqorv : DL, BLC 1: DL Member Label Direction Start Magnitude End Magnitude Start Location End Location (k/k_ Fl lkNt. Fl fB ar ^ti,l !k nr e/ l M2 V -.001 -.001 0 0 ",'AA3 ` VP. .601 ~ s M4 V -.001 -.001 0 0 : r -~Vs =.001~~ ~ 7. AA1 y 77 0 0.~. : MS V _.001 -.001 0 p 'M9 ...:3a_ ?7: 7 ~ -:001 Member Direcf Distributed Loads. Cafeaorv : LL. BLC 2: LL Member Label Direction Start Magnitude End Magnitude Start Lowtion End Location (k/R Fl IkHf F\ /B m o/ 1 !H nr %,1 M2 V -.03 -.03 0 0 ! M3 -.03 .03`r,s p ~x 0 M4 V -.03 -.03 0 0 "M5 =.03i,~` " .03 0 p , M8 V -.03 -.03 0 0 ;,M9 V;, :03. Member Direct Distributed Loads. Cateaorv : WL. BLC 3: WL Member Label Direction Start Magnitude End Maanitude SWA Lowtion End Location 009 Member Direct Distributed Loads. Cateoorv: None. BLC 4: UNBAL Member Label Direction Start Magnitude End Magnitude Start Location End Location k/ftF kttt F ft or °h ft or % M2 V -.03 -.03 0 0 . M3 Va . =:03 =.03 - 0 0 M4 V -.015 -.015 0 0 "M6 V'~ ' -.015 -.016- ° 0 0 M8 V -.03 -.03 0 0 , M9 V" -.015 -.015 . ...0 0 RISA-2D Version 5.5b [F:\...\Eng\Chris\jobs\PORTACARPORTS\F24Wx8Hx46x2Px30PSF90MPH.f2dL/Page 1` FI Company : S.E. Consultants, Inc. April 28, 2003 Designer : SE Consultants 8:41 AM Job Number : Porta Carports Checked By:_ Maferials (Genera/) Material Label Young's Modulus Shear Modulus Poisson's Thertnal Coef. Weight Density Yield Stress Joint Coordinafes Load Combinations Member Label I Joint Shapel J Joint Rotate Sedion de rees Set N2 1XPIPERAI '.N3 N9 N5 A N6 I i N8 I lXPIPERAI Material Phys Set Memb PIPE End Releases End Offsets Inadive I-End J-End I-End J-End Code I Envelone Member Section Forces Member Label Section Axial Lc Shear Lc Moment Lc (k) (k) (k) M1 1 max .646 3 .279 2 0 1 min -17 2 -.077 3 0 1 2 max 646 3 .207 2 .154 3 min -.17 2 -.077 3 -.486 2 3 max 646 3 .135 2 .308 3 min -.17 2 -.077 3 -.827 2 4 max 646 3 063 2 .462 3 min -.17 2 -.077 3 -1.025 2 RISA-2D Version 5.5b [F:\...\Eng\Chrisyobs\PORTACARPORTS1F24Wx8Hx4Bx2Px30PSF90MPH.2d](Page 2) rz. Member Data Company : S.E. Consultants, Inc. April 28, 2003 Designer : SE Consultants 8:41 AM Job Number : Porta Carports Checked By:_ Envelone Member Secfion Forces. (continued) Member Label Section Axial Lc Shear Lc Moment Lc k k (k) M3 M5 M7 5 max 646 3 -.009 2 .617 3 min -.17 2 -.08 4 -1.079 2 9+, rriax 3 .407 3- r.B17tiw` ~u; ' rTiln 194 ' 2- 126 , 2. ,.='~1;079•': a:2:2 r.2 max mih 3~ max '.min . -;;_.116"- 2 2 , 4: max^ .413. 3 = :30:4;~ ~,3.r, M .083.4~~ mlft' .11-7 2 -.'l8~~ .83.N.i <72.~ 5, max .38 3 3 .057,1 : `i>;, `--.118 '2 -207 ` Z:: ~--.753> 75 1 max .156 4 441 3 -.057 1 min .025 2 -.237 2 -.753 5 2 max 11 4 .166 3 -.268 2 min .023 2 -.164 2 -.802 4 3 max .064 4 -.091 2 022 2 min .022 2 -.183 4 -.853 3 4 max 024 5 -.017 2 145 2 min .008 1 -.417 4 -.289 3 5 max .019 2 056 2 1.253 4 min -.038 1 -.691 1 101 2 "1 ` m aX, s' -.025 3 . :691' . 77' =v~ I 223 : ~I; ; , rrfii7: - .-=.0T '5 -.317 2 77766 ~ y~ 2`. max mm° ^f..DS . ~1 ,243 ;3:, max: ~,,~:.054 9 , .14=: . t1 :2'1; min :-:049; '2- `-'2 ~ 673':F-. :~1s: 4+ max 1 ::1 -:039 3 r. i711D '~'.Us1B.^, ' 2 ° ri .679',' :sl>' y 5 maX . ;.146.: 1 =-:024 3 ` ;.2 ;..:a84. °r. ~2 rr3in ,,--A46`, `2r _q ._.057-,- :'I> 1 max 357 1 -.046 2 .784 2 min -.024 2 -.268 4 -.057 1 2 max .39 1 -.028 2 .844 5 min -.023 2 -.291 4 071 3 3 max 423 1 -.01 2 .931 5 min -.022 2 -.315 1 141 3 4 max 456 1 008 2 1.017 5 min -.021 2 -.348 1 .221 3 5 max .488 1 .026 2 1.101 5 min -.019 2 -.381 1 .309 3 "9~, max, .j ' ".077 4 ~ ~.<.1 101:~ min . ~-.032- ~2 .005a' 2 .509 2:~ max- ~ ?:614 a ':r1 ~°•.10 4 ::.97~-- U k5~' 77 Wf n, -.032 3 232»w~,~ =;`3?" 3,° max .614, 5 ~~?42;"" ` min - -.032<.. > _ 3 ;'.154 . ~-3 ; t.4 rtrax 51 min -.032=. ; 1 ' 1 .077 7 3",. S''_ max .614`:,. 5 ~ 1 ° min -.032~ .039 :3, ,rp~z , . ~1. 1 max 1.747 5 1.265 5 min -.458 0 1 0 1 2 max 1.747 1 112 5 .949 5 min -.458 2 0 1 0 1 3 max 1.747 1 112 5 633 5 RISA-21) Version 5.5b [F:\...\Eng\Chris\jobs\PORTACARPORTS\F24Wx8Hx4Bx2Px30PSF90MPH.2dKPage 3) Fl Company : S.E. Consultants, Inc. Designer : SE Consultants Job Number : Porta Carports April 28, 2003 8:41 AM Checked By:_ Envelope Member Section Forces. (continued) Member Label Section Axial Lc Shear Lc Moment Lc !41 /41 !kl M9 min -.458 2 0 1 0 1 4 max 1.747 1 .112 5 .316 5 min -.458 2 0 1 0 1 5 max 1.747 1 112 5 0 1 min -.458 2 0 1 0 1 1, maX V 0191,,Y; ;Z: ''.0516~. c 2T >ril ; ~ min . ~.A38<,. 71: -.899. ~ 1`_ k'.10 <2.~ ~,2. max 018- ::2 :OBS . ,2',' , min .:-.0 '.1, 1 : .077 ,r r2.,+ ..3 max A _I2,- 4 maz t ' min. :5 max min .-2d -.87~1, ` 1 .022 U ;;:~2:: 1 max -.041 3 .874 1 2.413 1 min -.094 4 -.365 2 -1.287 2 2 max -.037 3 .828 1 2.089 1 min -.086 4 -.353 2 -1.15 2 3 max -.033 3 .782 1 1.783 1 min -.078 4 -.341 2 -1.018 2 4 max -.029 3 737 1 1.494 1 min -.074 5 -.329 2 -.891 2 5 max -.025 3 691 1 1.223 1 min -.07 5 -.317 2 -.768 2 Envelone Member A/SC ASD 9th Code Checks MemberLabel Code Chk Loc ShearChk Loc ASD Eqn. Message Sections Section Database Material Area SA SA I(90,270) I(0,180) T/C RISA-2D Version 5.5b [F:\...\EnglChrisyobs\PORTACARPORTS\F24Wx8Hx46xC2Px30PSF90MPH.2d],Page 4) F~Q- , 9uNect: Product SpeciQcstions As you have requesied, foUowing is tUe physical data on tlie tubing thal we cuzrelitly ' • ' supply tlirougl1 Allied Tube. + 2.504" x l lgauge Zinc Flo-Coat(D Round Tubinbr • • • ~ ~ Outside Dimneter is'2.500" .Ol S", . . WaII Tluckness is a nvmina1.120" +.Oa4"/-.012", . ' ~ Weight per Faot is 3.0502 pounds, ' ' • A.cea in Square Liches is .8968. • ~ Monient.of. Ziter(i2 in Inchqs is.6367: . ' Scctiou Modulus in lnches is .5094. ' ' . . • Radius oFGyxation nl7nclies is .8d26. . ' . . • Minimum Yietd Str•eugth is 50,000psi. • • - • ' • 1litinimum Tensite Stranoi is SS,OOOpsi. 2.500" x 2.506" x 12gauge Zinc k'laCoat~ID Square Tubiug: • Outside Diatneler is 2.500" x 2.300" Square +!-,OI O". . ' • Wall Thickness is a noiziutal ,I09" +.OOd."/-.012.". ' ~ . . . • . Weight per Pvot as 3.5.444 pounds: . • Area in. Squara Inches is 1.0220: . . . _ • • : Mo+ucnt of Giertia in Inches-is.9646. • : ' . Section Mndufus in Iriclies is .7717. ' - • Rticiitis of Gyration in lnches is.9715. • Minimum Yicld Strcngth is SA,OOOpsi. . ' Muiimum Tensile 5trength is SS,QOOpsi. . PREL18r]1NARY li1VLESS SE.4LED ON EACH SHEET OR ON CQVER. SHEET Job: h n Date:. 4103 By: cPo Job No.• -7s1-03 SH.: P; . S.E. GONSULTANTS, INC. I SECTION PROPERTIES . ' TOP iN COMPfiESS10N BOTTOM IN COMPRESSIAN PANEL W4GHT ~ S THICKNESS S N'RL M/R. In. ° Mi N/ff OA15 0.70 80 0.0Y03 0.0183 ObB52 ~ , 0.ppeg O.Oygs 05938 0.019O.BB 80 0.0795 OA27B . Q7829 0.0079 OA199 0.g780 rvUi = i, seeaon propertlea end dlauvablaa are computed In aeeoMance wRh tfie 1988 u8tlan or the AISI apadAcatlorn, - 2 bc b tor delleetlon determhmyen, S. Se la tar bendinp. `1- 1, 4. Ma ia alloweble bendlnp movement. k„i L • 5. Aq values are tar ona toot ot pand width, . ALIDWABLE LJNIFnRMLf]ABS (ASF11N PAiINt]R CFR Snnece cnnr S etl Tvne LOad e 1.00 1S0 200 250 3.00 310 4.00 4410 5.00 540 6.00 B.SO 7.00 7.Sa e,00 8.50 Positlve WI Ne aBveVNnd 520 52g 231 235 130 132 83 gp 68 Sg 42 43 33 33 28. 26 21 21 17 17 14 15 12 12 11 17 8 9 8 8 .7 . 7 Single Uve 390 173 .98` 62 43 32 24 19 18 13 71 '8 8 ' 7 6 5 Dellectlon 18 '900 267 113 58 39 21 14 10 7 5 4 3 3 2 2 y DellacMon 40 . 675 200 84 43 25 16 11 7 5 4 9 2 2 2 1 1 PasltlveVN^d N atlveVN 528 520 235 , 231 732 130~ 84 83 59 58 43 42 28 2$ 21 21 17 17 15 14 '12 12 11 11 9 9 8 8 7 7 23Per1 Llve ' 398 176 99 '63 . 44 32 20 16 13 11 9 8 7 8 S De1leUfan 180 1874 555 '234 120 69 44 29 27 15 11 8 7 5 4 4 3 Deflet9on 1405 416 178 90 -52 33 '22 15 11 8 7- 5 4 3 8 2 PavBNeV'A Ne atlve Wind 660 65p 293 289 165 163 106 104 73 . 72 54 53 41 41 33 32 26 26 22 21 18 18 18 15 13 13 19 12 10 70 9 9 3 5p2n LHna 495 220 124 79 • 55 40 (33 24 20 16 14 12 10 9 8 7 DeAec9on (TY1 1488 435 184 94 54 34 23 18 12 9 7 5 4 3 3 2 OeAectlan IJ2401 110l 328 138 70 41 -26 17 12 9 7 5 4 9 3 2 2 .•ALICIWAAI F I INIFfSCiM t I1Ar1C fDCC11N OA1 MRR DFO Sf]IIAQF C/1AT S an e' Load Type 1.00 1s0 200 2w a.o0 s.sc a.oo a.so s.oa 1 5.30 a.oo eso 7.00 7.5a e.aa a.so P6sltlve Wind 896 309 174 111 77 67 43 34 28 23 19 18 14 12 11 70 • Ne atlveVNn .603 268 151 BB 67 49 38 30' 24 20 17 14 12 11 9 8. Single . LNe 522 232 190 84 58 43 33 26 21 17 14 72 ti 9 8 7 Dalledlai 80 1180 950 148 78 44 28 18 13 9 7 3 4 9 3 2 2 D elleWan 40 885 262 111 57 33 21 14 10 7 5 4 3 3 2 2 1 Pwltlva4N 6b3 268 151 98 67 49 3B 30 24 20 17 14 12 ti 9. 8 Ne aWe4Vf 69H 309 174 111 77 67 43 34 28 23 19' 18 14 12 . 71 10 2 Spar1 Llva 452 2p1 113 72 60 37 28 22 18 . 15 13 11 9, 8 7 8 . Dailectlm 180 16fi3 493 208 108 62 39 26 18 13 10 8 8 5 4 3 3 DeEectlan 1248 970 156 80 48 29 19 14 10 7 8 5 4 3 2 2 PasNNelMn 753 935 788 121 84 '61 47 97 30 25 21 78 15 13 12 Ya Ne atlveVN 870 397' 217 739 97 71 54 43 35 29 24 21 18 15 14 12 3 Sp271 Live Sfi5 251 141 80 63 46 95 28 23 19 18 13 12 10' 9 e Dellectlan (LM 80 1303 386 163 83 48 30 20 14 10 8 8 5 4 9 3 2 Detlecnan (1.1240 977 290 122 63 36 23 15 11 8 8 5 4 3 2 2 2 NOTES 1. Allowehle loede aze based on unttortn span lengths and Fy ot 80 KSt. 2 LLis ellowabla tlve load. ' 3, WI Is allowable windload and has bean Increased Ey 331/3°6. 4. D 4s deflectlon resultlng from the load LI and Is Ifmited to U180 ot span. • S. Weight of the penel has not baen deducled firom allaweble loads. 6. Load taEle values da not Include web aippling reqWremerds. TF 4 SU&IECT TO CHANrF WITHn11T NCYTICE Dl JUNE 30, 1998 191APERIAL RIB@ 36" COVere98 . q. 96 ; : PHYSICAL PROPERTIES: Aead-Across Flats: .250-.244 Thread Dia. (O.b.): .179-.174 Thread Dia. (I.D.): .118-.113 PULL-0UT STRIIVGZ$: fPOL]NDS•ULTIMATE] Min. Tens'le: . Min. Torsional- Min. Shear: ' WOOD SUBSTRATE SpRUCE ' FIR PINH pAST'ENER ,h *P=et t. Penet #9-15 HWIi WOODGRIP 710 1120 825 1150 0 1705 ic: ruiruui vaiues may vary trom tabulated loads depending upon speciflc wood densiry variations • PULL-0VER STRENGTH: [POUNDS ULTIMATE'/a 1500 Pouads 39 Inch Lba 933 Pouads Z C ~ T 3/32' N washer . - thickna AVAILpgL,E . LENGTHS: STEEL . = , SHEEI"IING . . , , 1 29 Ga 26 Ga wASHER NOTES SEALING Steel • Steel TYPE . WASHER (.0172) (A217)' , ~ a I/2" OD. GAI.VANIZED 733 672 ~ .035 Galvanized . 3tee1 washen o , used for pull Z O.D. 7 over testing. o GALV;ANIZED 572 573 ~ m RECOMMENDED DRIVING TOOL: • 2000-2500 RPM screwdriven equipped with depth locating nose piece to prevent overdriving aad stripout. FINISFIES AVAILABLE: Zinc Plating, Optional; painted color•maSched to waIl or roof panel or 5ilver Sentri long-life coated. Woodgrips also available with ZAC (ZincJAluminum/Cast) heads in plain or painted fmish. DZ Pl1YLII6 VAAIOGCT 1TG9DIAl/` U/Vl~~uee~~~~ n• .ni. n...- . PULL OUT STRENGTH: [POIINDS ULTiMATE] ' MA7ERIAL PKEDRILL DIA. 12 Git. 14 GA. 15 GA. G104) (.071) (.064) 50 KSI 50 KSI 50 K3I PREDRILLING NOT REQUIRED 16 GA. : (.067J Sp ggI .070 Ai. (g~e~ 200) AVE. PULL OUT (POUNDS) 1850 1134 932 770 386 PULL OVER STRENGTH: [POLINDS L'LTIMATE] MATERIAL (GA) STEEL SHEETING w WASHER ~ DiAbiETER 20 GA. 22 CA. 24 GA 26 GA W. R NOTES 03 . . E 9) (_034) (.026) (.021) None 5i8" 4M 15Mm. GAI,V. GALV. GAI,V. GAI.V. ~ ~ 1358 . 3008 713 37 5 o • Q ~ N/A 1344 1193 708 ~ .035 Metal . sealing 1590 1465 1008 720 washer p used for ull over o p ~ testing. ~ 1717 1525 1020 763 • RECOBII1MfiD DRIVING TOOLS: 1900-2500 RPM Screwddver equipped wlth depth locating nbse piece to prenent ovezdrning and stripout. (Do not we impacting type drivers.) , RECOMMENDED MAXIMUM DRILLING TSICKNESS: • • 3/16: Approx, (Total thickness oE sheeting and structural includ3ag crompressed insulation thickness. Thickness may vary depending npon type of asaembly.betng dnlled.) ' c'.IT ~ • Di BOX E17A. VAN RFFT1 AT 4312IN1: WVPt.UltaKir ne PFIYSICAL PROPERTIEg: Head-Acrass Ftats: .372-.3Q5 Min. Teasfle: 2900 Pounds • Thread Dia. (O.D.): .215-.209 Mia. 'Porsional: 92 Ins: Lbs, Thread Dia. (I.D.): .164.157 Kn. Shear: 2050 Ponnds • ~a t-ND~A Tto.J D 6„/ ; G 6 .r c P'f ~ z4 ~-O U . Rnv rrwc~.~G - i~ 1 . . • .l ~ I: F I i ' ~ I ~ FRaw.r ~pTING . w _ p ; - -'r' • au__. ~ tl. N ; - - ~---°T}tE/t3' _ L~_SL~"-~ir ~e, I-.-_- j 1'6ytN DovN I f r I,.T ~ . n• I " SEGTIO~„/ --_T • ' ' F • ~ O/V6 ANG66; rW Q . : Fl~;u H, . n . ~F ~f • Q S '~T Q F2u1r 3, + . . P8M1- Lo(p~, ' • 2sp~J. ' iE-~~. 7~~ cLIL, k~.r. Di2 . 4 o~tr ~ Au r(oe1 GG : 4..~•!z~ 12.SPlF n IS60 7~ . IS6o !5 ' 6~aa.i ..iG L7) :_5B2 ptF L looe P1f o~K. UY7CNYl~ i D IG . • v p F Z. ~v•~ r~- o.z5' (lzo4 _ ~oLS: > 'Z79 , 0.14, . ' . _ J '(0,G7)9'trro y~ ( 2 o C 14, . t FP'1 PRELIMINARY UNLESS SEALED ON EACH SHEET OR ON COVER SHEET Job: c a.h,, -Date: 4'/° 1- By: CF'9 Job No.: _75-7 -„3 SH.: FD /S.E. -CONSULTANTS, INC. ' .r_oft QY 07NCRJ . I I - - - i-~• I -a x1Z« ospr„- . cor-rC. Tv2~Dau,J ' At' G61✓/E/1- n/,T.S. 6Ate~ ANGLC; 2114t'1fiY Z /Idi x (C •7~ aMa CC>, 1-04EM1j G,aosc no~-rl Q 4 'o.G. Cs~r q(,L ria p,r, p~^ ' 4~~~z~ ~°~3z • arr• 4 qys- k .~.~.-~.•-~•~~i /J= DL or- Fouri,.rG