Loading...
HomeMy WebLinkAbout10179791_933 S. KILSON - Plan (2)FEE CHECKLIST WORKSHEET Received by:SAPIN #:)017999C h A FEE TYPE REQUIRED Yes Plan Check Fee Disability Fee SMIP Fee Res. Dev. Fee Fire Facility Fee 3 School Distr. Fee Microfilm FCWP Surcharge CALCULATION AREA COST/SQ FT X TOTAL SQ FT =VALUATION 256 9 -11 goql Counter computations/valuation $ Plan checker computation/final valuation $ F05 1-10-03 CITY OF SANTA ANA BUILDING PERMIT APPLICATION WORKSHEET PLEASE PRINT PROJECT ADDRESS: - 6 19•Ovs t\ r SUITE: USE OF BUILDING: CNESIDENTIgb COMMERCIAL INDUSTRIAL OTHER 3/2/05:forms/Bldg.ADD.Worksheet SAPIN #./O/99 7 9/ MASTER ID# NATURE OF WORK:ADD ALTER/T. I.DEMO REROOF REPAIR SIGN MISC NFW/ADDITION/Al TFRATION· 1ST FL.. SF BASEMENT: YES/NO SF NO. OF STORIES: 2ND FL.. SF PATIO/ENet-PA¥10: 2_50.- SF BLDG. HEIGHT: TOTAL OF OTHER FLS: SF RES. REMODEL:SF PROPOSED USE: GARAGE/CARPORT: SF ALTER/T. I.SF JOB DESCRIPTION (non-residential projects see reverse side of this application) :PAT,3 Over -Ifte m. O 22 01 \ 9- BUILDING OWNER'S NAME:9:PHONE NO\D Avi KJ) 9.RO1«-2_719-343-82(flt ADDRESS:93 3, K ; 1 s o A CITY:SA STATQ 1 270)ZIP' TENANT'S NAME (Comm/Ind):PHONE NO: CONTRACTOR'S NAME:STATE CONTR. #:LICENSE CLASS:PHONE NO: ADDRESS:CITY:STATE:ZIP: WORKERS COMP. POLICY#:EXP. DATE:INSURANCE COMPANY:SANTA ANA BUS. LlC. #: ARCHITECT/ENGINEER:STATE LICENSE #PHONE NO: ADDRESS:CITY:STATE:ZIP: CONTACT NAME: \43'Vir) 5,«cwn._PHONE NO: * / 0/- DEf 3 -0244 E-MAIL ADDRESS: OFFICE USE ONLY:ACC Olit5!CIRCLE ONE)HRS PER <FF BLDG. FEE $ OCC. GROUP:RECEIPT #61*(0 P/C FEE PD$Elli L-/9 00 TYPE OF CONSTR:VALUATION: $ g2\ On---SUBMITTAL DATE:10 -8-1-=4 FIRE SPKR: YES / NO A/C: YES/NO FLOOD ZONE:PROCESSED-%*33 KIL RES. DEV. FEE: YES/NO PRIOR DWELLING UNIT: YES / NO COMMENTS: PLANNING OK TO CHECK & DATE BLDG. DEPT. APPROVAL & DATE PLNG CONDITIONS: PLEASE CHECK ALL THAT APPLY TO YOUR PROJECT JOB DESCRIPTION CHECKLIST: E Additional square footage 0 Awnings E Canopy 0 Card readers E Ceiling work U Change of occupancy (use) E Disabled accessible (H/C) restrooms U Dust collector £ Elevatot shaft El Exterior doors or windows El Equipment pads El Interior demo U Kitchen equipment U Partition walls U Rated corridors U Rated shafts C] Roof mounted equipment U Security bars U Screening for equipment U Skylights m - Stairs U StorefronUfacade improvements U Storage racks or shelving over 5'-9" U Walk-in coolers ITEMS REQUIRING SEPARATE BUILDING PERMIT APPLICATIONS: Block wall Complete demo Fence Fire signaling system Fire sprinklers Flagpole Lawn sprinkler system Light Standards Parking lot paving Parking lot striping Pedestrian protection Pool/Spa' Signs .Spray booth Temporary power pole Trash enclosure r. ) MAYOR Miguel A. Pulido MAYOR PRO TEM Claudia C. Alvarez COUNCILMEMBERS P. David Benavides Carlos Bustamante Michele Martinez Vincent F. Sarmiento Sal Tinajero Ill<-t//5;Zi->21./.I CITY OF SANTA ANA PLANNING & BUILDING AGENCY 20 Civic Center Plaza P.O. Box 1988 . Santa Ana, California 92702 www.santa-ana.org NOTICE TO PROPERTY OWNER CITY MANAGER David N. Ream CITY ATTORNEY Joseph W. Fletcher CLERK OF THE COUNCIL Maria D. Huizar Dear,Property Owner:<*eu-¥M An application for a building permit has en submitted in your name listing yourself as the builder of the property impmvements specified at 933 2,7SdA pr We are providing you with an Owner-Builder Acknowledgment and Information Verification Form to make you aware of your responsibilities and possible risk you may incur by having this permit issued in your names as the Owner-Builder. We will not issue a building permit until you have read, initialed your understanding of each provision, signed, and returned this form to us at our official address indicated. An agent of the owner cannot execute this notice unless you, the property owner, obtain the prior approval of the permitting authority. OWNER'S ACKNOWLEGMENT AND VERIFICATION OF INFORMATON DIRECTIONS: Read and initial each statement below to signify you understand or verify this information. 1. I understand a frequent practice of unlicensed persons is to have the property owner obtain an "Owner-Builder" building permit that erroneously implies that the property. owner is providing his br her own labor and material personally. 1, as an Owner-Builder, may be held liable and subject to serious financial risk for any injuries sustained by an unlicensed person and his or her.employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an Owner-Builder and am aware of the limits of my insurance coverage for injuries to workers on my property. 2. I understand building permits are not required to be signed by property owners unless they are responsible for the construction and are not hiring a licensed Contractor to assume this responsibility. 3. I understand as an 'Owner-Builder" I am the responsible party of record on the permit. 1 understand that I may protect myself from potential financial risk by hiring a licensed Contractor and having the permit filed in his or her name instead of my own. 4 4. I understand Contractors are required by law to be licensed and bonded in California and to list their license numbers on permits and contracts. %31 5. I understand if I employ or otherwise engage any persons, other than California licensed Contractors, and the total value of my construction is at least five hundred dollars ($500), including labor and materials, I may be considered an "employer" under state and federal law. p f b. 1 understand if I am considered an "employer" under state and Federal law, I must register with the state and federal government, withhold payroll taxes, provide workers' compensation disability insurance, and contribute to unemployment compensation of each "employee." I also understand my failure to abide by these laws may subject me to serious financial risk. 06 7. I understand under California Contractors' State License Law, an Owner-Builder who builds single-family residential structures cannot legally build them with the intent to offer them for sale, unless a// work is performed by licensed subcontractors and the number of structures does not exceed four within any calendar years, or all of the work is performed under contract with a licensed general building Contractor. 8. I understand as an Owner-Builder if I sell the property for which tllis permit is issued, I may be held liable for any financial or personal injuries sustained by any subsequent owner(s) that result from any latent construction defects in the workmanship or materials. 9.1 understand I may obtain more information regarding my obligations as an "employer" from the Internal Revenue Service, the United States Small Business Administration, the California Department of Benefit Payments, and the California Division of Industrial Accidents. I also understand I may contact the California Contractors' State License Board (CSLB) at 1-800-321-CSLB (2752) or www. cslb.ca.gov for more information about licensed contractors. D> 10. I am aware of and consent to an Owner-Builder building permit applied for in my name, and understand that I am the party legally and financially responsible for proposed construction activity at the following address:933 S /227)36.1 Or 9.-13 , 04 9 2-70 j 3 11.I agree that, as the party legally and financially responsible for this proposed construction activity, I will abide by all applicable laws and requirements that govern Owner-Builders as well as employers. 12. I agree to notify the issuer of this form immediately of any additions, deletions, or changes to any of the information I have provided on this form. Licensed contractors are regulated by laws designed to protect the public. If you contract with someone who does not have a license, the Contractors' State License Board may be unable to assist you with any financial loss you may sustain as a result of a complaint. Your only remedy against unlicensed Contractors may be in civil court. It is also important for you to understand that if an unlicensed Contractor or employee of that individual or firm is injured while working on your property, you may be held liable for damages. If you obtain a permit as Owner-Builder and wish to hire Contactors, you will be responsible for verifying whether or not those Contractors are properly licensed and the status of their workers' compensation insurance coverage. Before a building permit can be issued, this form must be completed and signed by the property owner and returned to the agency responsible for issuing the permit.Note: A copv of the propertv owner's driver's license. form notarization, or other verification acceptable to the agency is required to be presented when the permit is issued to verifv the propertv owrmr's signature. Signature of Property Owner C k Print name of Owner b>03 C Date:/43 /3 AUTHORIZATION OF AGENT TO ACT ON PROPERTY OWNER'S BEHALF Excluding the Notice to Property Owner, the execution of which I understand is my personal responsibility, I hereby authorize the following person(s) to act as my agent(s) to apply for, sign, and file the documents necessary to obtain an Owner-Builder Permit for my project. Scope of Construction Project (or Description of Work): Projed Location or Address: Name of Authorized Agent: Address of Authorized Agent: Phone Number of Authorized Agent: I declare under penalty of perjury that I am the property owner for the address listed above and I personally filled out the above information and certify its accuracy. Property Ownefs Signature:Date: Print Name of Owner: Note: A copy of the owner's driver's license, form notarization, or other verification acceptable to the agency is required to be presented when the permit is issued to verify the property owner's signature. Bnegrete:WP51/Counter Activity/Assembly Bills/Notice to Property Owner & Authorization Form 1/2010 CITY OF SANTA ANA PLAN CHECK - CHECKLIST JOB ADDRFRR·99403, S ¥17Lsow TRACKING #:10 / Gqrl. 9 1 DATF In- 9 -13 FOR PLANCHECK STATUS Cal L (714) 647-5800 ELEASF INITIAI FACH ITEM BFI-OW 14 1.I agree to pay a plancheck fee established for this project with the understanding that this payment is not a guarantee that a permit will be issued and that this fee is not refundable once a plancheck has commenced. 2*- 2.I understand that I may request an "Accelerated Plancheck" at an additional cost to me. This plancheck will be performed by an in-house plan checker with the intention of reducing plancheck time for the Building & Safety Division. I understand that the project valuation (from which plancheck and permit fees are calculated) will be reviewed during the plancheck process and that said valuation shall be adjusted up or down in accordance with established fee computation regulations. 1544.I understand that I shall submit separate plans, applications and plane.heck fees for the following when plan check is required: a. Electrical Plans - 2 complete sets c. Mechanical Plans - 2 complete sets b. Plumbing Plans - 3 complete sets d. Grading Plans - 3 complete sets Il° 5. 1 I understand that I shall visit the Publjc Works Department to verify whether a field inspection of the property is required. 1 understand that prior to the issuance of the Building permit I am required to obtain Public Works Agency approval if my project valuation exceeds $30,000 or has added plumbing fixtures, or added bedrooms, or exceeds 500 sq.ft. AGRFFn TO BY APPLICANT OR AGENT Applicant's Signature Print Name D avil 5 i.,cke©- CL€,JoAddre« -933 -f k-Won- br, -14.- 4- 92?o i Telephone Number ¢t|9 5-93 -S>249 Fax FOR OBEIGE USE ONLY: "Checklist of items discussed" APPROVALS & FEES REQUIRED: Y/N 1.KfPlanning Department 2._ Public Works Agency 3._ Fire Departmemt 4._ Police Department 5._ School District 6._ Health Department 7._ Title 24 (Energy ) 8._ Title 24 (Disabled Access) 9._ Roof Mounted Equip. 10._ List of Subcontr. 11._ Bldg. Pmt. Info. 12._ Summary of Appr. Reg. 13._ FY Information 14._ Constr. Act. Reg. 15._ Re§.-Dev. Fees 16.6Miollp 17._ Microfilming 18._ Const. Debris Recyc. 19._ F£¤PSurcharge 20.0EDA/Owner-Builder Ver. PERMIT TECHNICIAN 4 1 Form 58: 3-26-04 ANA PLANNIAG & BUILDIS Planning & Building Agency Building Safety Division 20 Civic Center Plaza P.O. Box 1988 (M-19) Santa Ana, CA 92702 (714) 647-5800 www.santa-ana.org RESIDENTIAL PLAN CHECK COMMENTS PLAN CHECK NO: PROJECT ADDRESS: PLAN CHECK ENGINEER: 10179791 933 S Kilson Dr Ahangian, Kathy TEL: 714 647-5812 FAX: 714 647-5897 TYPE OF CONSTRUCTION: OCCUPANCY CLASSIFICATION(S): PLAN CHECK DATES: 10/3/2013APPLICATION 10/15/2013INITIAL REVIEW 4/1/2014EXPIRATION RECHECKS: 1. )/- 1 >- 13 VB R-3, U REMARKS/RECHECK ITEMS: PROJECT APPLICANT CONTACT PERSON: 2. David Sanchez 3. (714)543-8244TEL: FAX: VALUATION:$2,100.00 EMAIL: FLOOD ZONE: X-0602320276J Note: Numbers in parenthesis (unless otherwise noted) refer to code sections of the 2010 California Residential Code (CRC); 2010 California Building Code (CBC); CMC = 2010 California Mechanical Code; CPC = 2010 California Plumbing Code; CEC = 2010 California Electrical Code; T = Table; ICC = International Code Council. 1. All items noted on this plan check report must be addressed. If you feel that an item is not applicable to your project, note UN/A" and discuss the reason with the plan checker. 2. Please indicate the sheet number and detail to the right of each correction, or note the number on the plans where the correction is made. Resubmit marked original, calculations and this correction sheet.· A separate sheet for response may be used. 3. Resubmit 3 corrected sets of plans. 4. Meetings between the project applicanUdesigner and the plan reviewer shall be by appointment only. Please call (714) 647-5812 for an appointment. Page 2 of 2 5. The drawings/information submitted for Building Safety Division review is incomplete. The applicant shall, prior to resubmitting, complete all construction documents to show compliance with the 2010 California Building Standards Code with local amendments and to clearly indicate the scope of work under this building permit application. There may be additional requirements when complete construction drawings and supporting data is submitted for Building Safety Division review. 6. Please see corrections on submitted plans. Red marked set must be returned with revised plans. Plans resubmitted without the red markup set may result in delayed review time and additional plan check fees. 7. The applicant shall obtain clearances/approvals for the following, prior to building permit issuance: - Planning Division approval on the corrected/final set of drawings (647-5804). Previously approved plans should be submitted to expedite the process. \r- 8. 1 Provide complete IAPMO package to show the beams and post spacing. ?Uid Pack•34 1-5 Mt 4.f 61 U L tb-\3 9/·o *(L -B€£ S pa- 444 4- 130 5 1- 5 f 0,-..68, € -- - --1--5-7-7zyril-7279-'r--pt ©Fr 1 i--t-1-1-1--t I·'·-t-·t-I-Y- ' '··»1-1-r-j--0-«.,1.1«.h-ft-7-tun-=rthn-rfi--)zklj·t.+H+H- ALL 1 Ll.-1 -.1 3 -IJ'. --'-L19+IFF+E --1. fl-- 91-11. 921*4. 61*57._,0 c..L j -1 -98:FUR=26 rl- rl-1 t-1 4-4-·1 1-4--1-i -1 -+-*--H--lirr_1.1--ir.» -4-*Ad#d-8-mifj ,,,, 8-kt 12 1 J444%4 i{440*k fi -1 ki-rhol*41- 1-+4-+-4 +2116-1-rt-i-·4-·I-tiN. f 4-rT+11- 1"-13 -'- '3 4-n-td-421- 47--1 H+Ft-·ir til -t-t-h +E f 0*Gl-49+Al-1-1-511 +-6.-t- 1.1.4luff , 1,2*2 1-'7=. -1-4-1-4-4 1414-Li- 07-'-41-1#t·lf-134·3447,4 1 1 11!1 .1, ,4.4-4-- % -AMERN-SL€dA-reW*.Agh-¢4#Sit W€ 1174+14 thout- [,+ ti.'- 7--1-1 I ·N-»·d. ]...--i-L , -,'1 1 . 6-7+91= 3(312'1'0-tITEMiS-CEIECKED¥*NDS b:&[illti-CAt-ninz[Il'- 1 'I-LT-1- FE-'..a,*FliLLUIi.-Ill-4.4-2-tf-it-th-44444·H-P11 111 13-1-11 +ttl-1-1 i- I-1- , 1-FEFFEFFFERTI-4 J !·-]-1 ift-iz ·.1.C .UL 1 1 ,4=t-2,· tE«772&323*22fratat«t. 1 4 · -11 -1-i tiyED-·ff#d fkd404926-4-FT-{3--120 - --1 1 1.etten MU t-*,7-1,-N.1,,<*A:.-ne·-4,4„e-44-1---1--r[--F,-1-3.-f. 117774.-r' ' I-i ;. 91*li,JI-44-ff·441-FFF- r fro 1 1..- ·]-t-Ule#t--11.-tr-j f1-rute-0 ,e.-4.-1--- t..... ''1-t t--;41 6 t' '7 7 i n'-4- i ·· 4 ri, i. P 1 -7 1--t i 17 77-1-;1-1-T e +.1-t 4-·t- '.-$-i-_,- Ff.t©-rlit a ,-Mit'..1.34· 1--r'-1-4-t>ki:>}Cll»al ,AS-- ,TT-1 .1- i-4 7.33.TLF+ J i 14-p 1--tt L · irt-1-1.. rT f11 1·;alt Ent€,114r r r-Ell.1.j- , .LL 1 +1 1-Rlt-414 r-T -F I !1 L 3- !·-1--r·-r i-r-i ,- i-ii- 1-t444-IRIi- r.14 ! 1-167 rTTTUTT*TTe» -rzen-el-6 ir O.ILDUL«irt 141 L J..31 li Lil.(11#11 1 1 -2 4.1 r r -1-1.-Lf-Li- r L.1 -1 t {- 97FEFF. 1 t tl. ft T ·r·--r-i--4.-1-4 1 9 ·tfultL.3 -I- 1.-i '12 i ·1 1- UM·k€i-:5*AMD---!Se]5*E]Ill -e -1.11- - -il-f 0194»1191 1 1 1.-U-1 i t· 1- 1-4-4··44-:·14»-i-44-1-1 - 1 €1-1 i. -i.ti .1 -1. 1, i ... 1.+ t··-1-*·:-4--r-1 T - -1 3 1.....1 i. 1 4 14 1.1- f 1-2-1--rt' -44 --1(f,518--I-[--t-*1 -T': 1--F..1-1 1-t.1- I, k- i -_:.4.4.-Li.-1-TIFFEFFEFFIEFT -'1 .1-1. F4474-f»PtkIER11 + -1--t 1- 1 7 1-r T AfT-1 -- i ·r + 4 -i-·1 --ti -1 T I , , 1 , i i : , i i 4.41-Id-44-Id=td· ]W -1-,1-pj t-t-1- t-1-1 -1-1 ·1 --i i- i i- r-r %-P· t-1 1 3 1 1 1-1-1 t-rt-1-t-1-*1-rt-i- -T-rn'71-rrn-t-r 01 E-t l.· f, --- --1-. 1-,-[.JE.14-1 ¢ rEi- 11 i 1 1 - 4.· 1-1.· I - 1.·i-4 4 i 1 lAIiII/i! Efff 41 iII]-Il r rEEEFFEE f 41 1 1-full 414€H-4·1·-144·--4·14-4434 f GJ APPROVED . . b- 9, A *0 r P.. %124O% z ..26&§-J C04 ,=: C 6.CO ---- 0 16_t O im-I= 1 -1-L 042°Z U) 2 -rer dz - 4 C -2.0 36 2 0 co ·p: O 03 4 I / 6%225 1£2 ,1 Ojo -Gr I '1 4 ... E -O 2 <--1--,/I + . O el 2 / 23 Z w geE Xmu, A ¢16 WZE 220 a.> k ..1 8 '0.10 t.; f LU 8 %.22* =20 .:.b 0, 2/51.- = .232=0 5%2 Ndea K trCi W=)-0-0 E-2 ti lai a. it Z=E 2 2 6 1 W D c©, S €8 0=>. - .2, : 2 ? M 81 1%43%:2 9.Mi i. f '2 Sao .0 VH BEBEE: aom AE 03 0 0 = 16 E m (D.52 4.59 ru 5 2 W 1- N G O EER r- 0 -NTA At A DG .LECT PLBG DNICIVEID HOBIN YER An ' 0,038 '311230 3NOZ i Accepted By Dpte Issued PERMIT TYPE:#1#INWad dn01=19 '000 :idA.L -EllSNOO N011!03 3000 3NOZ 00013 09? 93x R-UOUOR dE 2 D S 44\\%(3"CO<-3-a_* ND PE·5901 00 cm M 3 -0 28 O -0 O Po zm1¥A 3Sn -OV 21:42!25 841§ Inal59Uto AM 559%2 0 N S8eS§a23 NN-- 3 0701/12 0781ti2 £858*9PBRE; STATE NUMBER W C 11/1111%11/121%191912%/2 P 0 C- LA dalS EXP. DATE 0>< iEM W m -9 0 ?Di .5» N »O CD M Lgi8S R- r- -0 i¤Elw,2 %<MM 3 G2 m 10 0 ENE €0 2 0 ) 6% 0 0 m02-1 380 g Ntz, O,7 3 1 w KZ22% 0, 01;I> -1-ligim30 mi-2,1 m· CIO 060 .mH FCO 2 ix]I -m-ri 00 51250 ocg m W imm 5*p E. a00 % 11NG @gm 2*@GI 06 Egs *Bili cD 5 UCD= Rr €2 0 0_,7 *X]:5 Km I m ' m -0 0mi3. 0 OBOM 00 0%103§ O&1043 0808@ 0&01¢ Roof System Roof System Downward·e>iselv U! 11!nq sainsopue joi lumia[1 91 Aq paSE pleMUMOO Upward Upward Load 130 8 Et rm CZ 2 c ZK -IPO I Pm mz ail 0m 89 -10 0 71 @i! mm W;¤ 0 0 WN-·hom mi li 8 € 5 01 9 5 >>CE»MMumr 5# #44 028 -0.0 m * -1 -1 NO No 9 2 9 9 3 B 45 4 52 2 L m 0 0 2,9 2.9 m m Pg pg1 &8 S % S.%z r4% il 2 0·20)02 9 0 0 Q 00 -05 3 21 ngZ29 0O E *@1 2 14 §.48° 8 8C y m m 0 4 -1 g g N EN E N@ ' N = #4 3,45 (D O - ® O -r & Pm B P @ 1 3& 3 ' W · CIO El KI CD b E' G) 9= 0 2 R g (0 @ 00 -Im= r gr ; 2 m R & 9 8 48 m §0 *e2 m m i !2 W 3 116 t 't RO 8 *%8 51 TT i m 93 M 9 34 z 3 XI M % coz02 gam am M *EMEmm E 3 51% *ig8 Ti @ 5 Z >O8 95 9m f gm aZ 9 == 1 *m Z r 0 C r> 2 m U) Ch 8 -0 m TJC AND ASSOCIATES, |NC, BTRUCTURAL ENa INEERINO MAY 0:3 2012 DATE SIGNED: 8/30/11 /4 415 *om -1 r mcmt- r-om,00 Z-0710My 54: 01. -flia# 2 11890 E 2% @32%%,2%%% j .Em -, Ea>:m .0 6mm 2 0 < ZPO > AC, PO > : 0 4 -·r d -1 > 0 -< -¥ Er- ...0 ;W U WWW WW 10' 10 f I. 019$.er ° ** A f ?U, 8 3£ iIi * 213%, 2 4 £ 3 &%73 g 0 TE£ig @mmE iw w w..U 'co cow u co'P M c, CD· O, 03 00 0 * 0 mt k Sirrl :% E#5; 51 - i l , a .0 m O m m 9 € 1 d XI C 9 3 4 5 9 0 0 3 E O E Em 0% </17 VOK 8, 4 -11 4 44 * W W WW-- 10 4 *22-0 00 c.mz uNN»Na)(»go <u,e'Il'¥1€EJE229 : 121 m - -4 2 ¢ 0 3 AmS 2 2 -0 m,c 8 0* 6r 00 *3 ,*1% %0* 252 6 3 i ko rolo<(n,m = &&4&881508:g 81' S 5 =P 922= WE= C--C >;026 2 W 3 *2*1 =2J ZEO8 &&&&58858: 8 ¥m 91 3 M R % R W 2 2 E E r r&&&&&88/5 & 1% 2 4<4/ <Pa 92 m. 0mcnPECO e -lomH c m --1 Om -0 2 - ic&&&&*tkg g 1.3:A *R Sm O20 71 72*&&&&NNN &88888318:81811 t k0 22 E. -1 -tiNG©@02,0 N .@ 'maa * - -1 N N le 10 1%9 N N ® 00 <0 00-lu *. 0, 0.20 4,1 iGuq; 0, W » 4 b '*f $%32£22#KNMA, M €6 cAN 004 -0 0 m W A * UI C) 9 0 0 - N 2: 4 0 4,0,8, bobin 00 0 9. E 0 r ¢0 O ---6---a-6-N m m to le UWA &-qu O N b bi ki le bo -to w 2 4,Ch e m 1 I 532 1, 0 -4.,10 N 63 A W -4 0 g4 * '0 9 in & bo 0, 4 Na 3 0 0 -4 + P f.• A m Po O 6a 0 -6 00 01 01 03 x) A Q C 4 0 - 3 9 - N 8 3 a CONPO--NAM & R,0 w 00 * 1. to & 6, N 0 g . 5 5 2 2 2 5 W g Cl M=:=0010% cm EO -1 N (g C> .R "551\ H.J' 4 8334\ -2* MEG/RAN X:\TJCAA - Stondgrd Plans\2003 Projects\30301 ROFES Ticic&&&&8* 503.308/08 TJC PAPMO EDITS f..5-304/08 TIC MINOR EDITS 5GB. 03/08 T.IC IAPMO NUMBERING 531.2 02/08 TJC IAPMO COMMENTS - FINAL REV. DATE BY COMMENT -MUI, Enclosure STP Eng\LRP Rivialon -1909¤50$0 622 2 N-•0100)6'k'*b E@fl[In:[S lIER 'DESIGNED BY: TJC LRP ROOF SYSTEM DRAWN BY:ADM IAPMO EVALUATION REPORT #0115| 84!,Colt#(*'08!10DUP.T.$·CHECKED BY: - 227 SOUTH TOWN EAST BLVD. MESQUITE, TX 75149 SCALE:AS SHOWN TABLES VIIPHONE: (800) 827-6045 FAX: (972) 882-8818 DATE:APRIL 2004 2011-08-30)\ MUI, LRP Standard Plan 08/30/1 1 12:55 ondria XREFS: Tjco-bdr, T.CAA Stamp Ust Inuert Collfornio,0.00.0 OAPMO- SHEET NO. THIS BAR SCALES EXACTLY LRP-7 ONE INCH AT FULL SCALE SHEET 13 OF 13i Torry'o signoture. Nevido. Arizona, Ut :Eimaz 8 1 {%27 1.L I -3 PROFESSIONAL IAPMO ES REPORT #0115ENG!NEERING UCENCES PRINTED ON 08/30/2011 IAPMO PAGE NUMBER 12 OF 23 e STEP IV - DETERMINE ALLOWABLE WIDTH TO PROJECTION RATIO eme4 2 3 A WIND 60 45680 1031/11 1. LOCATE APPROPRIATE COLUMN FOR BASICWIND SPEED. oK 15405 1{231/11 2. LOCATE APPROPRIATE ROW FOR WIND EXPOSURE. CO 34009 11,30/11 3. THENUMBER AT THE INTERSECTION OF THE COLUMN AND ROW IS THE AL 25873 1331/11 MINIMUM ALLOWABLE ROOF WIDTH TO ROOM PROJECTION RATIO. CA 93107 123181 EXAMPLE: B. SEISMIC 1. LOCATE THE APPROPRIATE LOAD FOR SNOW LOAD, Ss (OBTAIN FROM LOCAL BUILDING OFFICAL). MAX PROJECTION AND ATTACHMENT TYPE (SEE 4/LRP-2AAND A/LRP-24 IF DESIRED CONFIGURATION IS NOT SHOWN, SPECIAL ENGINEERING IS REQUIRED. 2. CONFIRM WIDTH TO PROJECTION RATIO IS GREATER THAN OR EQUAL TO THAT LISTED IN TABLE. ME 10495 1231/11 MC) 030178 12'31/11 MS 16503 1231/11 NC 029174 12Dtt11 NE 6-11328 12/31/11 GIVEN:3. PROVIDE MINIMUM NUMBER OF SCREWS PER FOOT (INCLUDE BOTH 1 BC,TOP AND BOTTOM) FORATTACHMENT FROM CHANNEL TO PANEL. SEE 3/LRP-2A BASICWIND SPEED = 90 MPH EXPOSURE C SOLUTION:Allowable Configurations (Based on Seismic) MINIMUM WIDTH TO PROJECTION RATIO -1.50 Minimum Width to Projection Ratio and Max. Screw Spacing OH 64651 OR 16222PE WY 8911 CT PEN 0025858 LA 0035 SD 9483 141 PE-6798 ID P.8260 KS 15484 NH 10980 DE 14198 MA 45542 MN 41532 MT 14355 SC 23776 Wv 017455 MD 5455 PEIN 10707912 IN 00108313 VT 064 W' 3= TX 94362 a. 08£ 006232 AR 13158 GA PE83011 12/31/11 0101#12 03/31M 2 01/31 M2 04/30/12 0U30/12 04130M2 04/30M2 OU=12 06/3012 06/3042 0680/12 0€/30/12 06/3&-12 09312 07/24/12 0701/12 omit12 07/31/12 0781/12 0&30¤12 1113CV-12 12/31/12 1031112 THEREFORE, AN ENCLOSURE WITH A ROOM PROJECTION OF 10 FEET SHALL HAVE A MINIMUM ROOF WIDTH OF 15 FEET. IBC IRC and ASCE 7 Allow. Width to Proj. Ratios Basic Wind Speed (MPH) Exposure 85 90 100 110 120 130 B 1.50 1.50 1.50 1.75 2.00 2.25 C 1.50 1.50 1.75 2.00 225 225 Lateral Loads Used to Determine Width to Proj. Ratios (PSF) Lateral Loads to Determine Width to Proj. Ratios (psf) Basic Wind Speed (MPH)Expos ure 85 90 100 110 120 130 B 14 15 19 23 27 32 C 16 18 23 27 33 38 Snow Load (psf) 0-30 40 50 60 Mapped Maximum MCE Proj (SS)(ft) 0.75 14.0 0.75 16.0 0.75 22.0 1.00 11.0 1.00 14.0 1.00 19.0 1.00 22.0 1.50 10.5 1.50 14.5 1.50 17.0 1.50 18.5 2.00 8.0 2.00 11.0 2.00 14.0 2.00 16.0 2.50 7.5 2.50 8.5 2.50 11.5 2.50 13.5 2.50 16.0 0.25 13.5 0.25 19.0 0.50 13.5 0.50 15.0 0.75 11.0 0.75 12.5 1.00 11.0 0.50 12.0 0.50 13.0 0.75 11.0 1.00 10.0 0.50 12.0 0.75 10.5 Attachment Type I I II I I n n I n n II I II n n I n n II n I n II II n n n II II II n n n Minimum Width: Proj. Aspect Ratio 1.00 1.25 1.00 1.00 1.25 1.00 1.33 1.25 1.00 1.25 1.50 1.25 1.00 1.33 1.75 1.50 1.00 1.33 1.75 2.50 1.00 1.00 1.00 1.50 1.00 1.50 1.33 1.00 1.25 1.25 1.33 1.25 1.25 Minimum No. of Screws per foot 2 2 3 3 2 3 3 3 4 3 3 4 4 4 4 4 5 5 4 4 2.0 3.0 4.0 4.0 4.0 4.0 5.0 4.0 4.0 5.0 5.0 4.0 5.0 8 m , 13 M ! 00{ tze af m 3 88jil 0 2 2 Sss '111 IA 14953 12/31/12 ND PE-5907 123112 NM 11138 1281112 0 El NV 008677 126112 FL 55015 0028'13 ur 3 mal/13 / 53 CO Q '0,52@of ESS/2.<I %1 08 /2.0-26 WA 28747 ®02/13 KY 24361 0630/13 R! 5724 06:3013 1,19\ s 7 1*j j SOFES D 3107 0 5 281 f 4 0 12/31/2013 j VA 041536 0801/13 PA 0&6 0&30/13 AZ 30069 mawk<OF=%355/7 A\r \ Nk= NY 080138 030tf14 REVISED 08/2311 . 4 1.-U•16'-Il /1 PHONE: (800) 827-6045 FULL SCALE REV. DATE 8* COMMENT FAX: (972) 882-8818 DATE: APRIL 2004 SHEET 12 OF 13 X:\TJCAA - Siondord Plons\2003 Projects\30301 -MUI. Enclosure STP Eng\LRP Revision 6.00.0 (IAPMO-201 1-08-JO)\MUI, LRP Slardord Plon 08/30/11 12:55 ondrlo XREFS· Tjco-bdr, TJCAA Stamp Ust Insert, Californio, Terry's signoture, Nevido, Arizona, Utah, PROFESSIONAL ENGENEERINGUCENCES % 45880 1001;1 10405 | 1231/11 34009 | 11/30/11 2S873 | 12/31/t 1 S3107 1281/11 10¢95 030178 18508 2174 E-11328 64661 16212PE 1 1301#11 1 1 X I""U r,g-,Ul"L------...------------------------------ Pressure for I J IC I 9-6 -I'll--- r-JITG21 1 TEl IJOI la iL PEN 0a25858 4 PE 0033425 0131/1 2 9483 1 0101/W ; 'i 30 psf | 14'-2= | 14'-2" - - ' - 80-9' 30 psf IX'°>L==U.JJ-24---1 11 C1 .9. .. 1 .....1 r--1*=r--1 1521211151£10 ..4 PE-6798 oVal/12 P-9220 0480/12 lj 15484 °uri]I pn I 1%..4.:>00.: -06 -+Z:-4.010-02.1.-81 .!190; 10950 I oloottl It ...oplm..96.0.009 t.fe-OL>?- 1 E yrom 24GEO 04,OG'12 45415200 [ 14198 083012 1 1 :% IGU; Dil;L;2[2- --Basic Load CBSE-- - --1 -MIrte -_ |FULL LENGTH OF PANEL IMISI*IRIE·ir YLL I 069"2 /2 _ for Design !__2389 uve Loaa _ prlow Loaa Design APTTnkIAI Fakl n[-AM .-------0 6 .ion ofU W I ./ I W I ./ I U . W 00/30,12 14355 05030,f12 2:3776 06laW12 @ 1 -4 :E 1 _-8-efL_-_1_-122121_L_1622-lz-0- 11 -9 11'-1/ |1 40 01' 1 Na-,1/52 *K Alls< - 017455 061*12 25455 | 0724/12 110707912|PE 0701/12 ™ 1001063131 0781/12 S r,T,-1--1--7-7-7-1% 1 018 07j31M2 0009164 33384 | 0781/12 94362 | 09/92 081.11.00.12 006232 13158 | 12/31M2 GA IPE]30159 I 1281/12 14953 1281/12 PEa)07 1201/12 11138 ,1281*52 008677 | 128tt12 55015 02128/13 0301/13 11 9 93. -·- b-1 8 //- r-7'-<7td,Vt\m /'/,n li >--«LwM/„ NX 1· E 28747 | 04l02113 24361 050C/13 8724 | 06/30Ma 041536 CE;31/13 1 0512 1 Ii 30056 0313:/14 080138 0381/14 RE'ASED 08.211 l 1 PRINTED ON 08/30/2011 IAPMO ES REPORT#0115 IAPMO PAGE NUMBER 11 OF 23 Allowable Span Table 1 3.0 inch - 0.02.9.92*ZE#MLEE!1-!19ml!12%____.__-__--_|Notes: ]Applied Uplin, Applied Uplift -Wind PressureBasicadae Wind Pressure for (1) CONSIDERATION HAS BEEN GIVEN TO THE ADDITION OF ONE (1) for Design Patio Live Load Snow Load CEILING FAN PER 4' WIDE PANEL WITH A MAXIMUM FAN WEIGHT OF 50 Design POUNDS. THEREFORE, THE ALLOWABLE LOADS PROVIDED ABOVE 10 psf 20 psf 20 psf 25 psf 30 psf 35 psf 40 P 45 osf 50 psf 55 psf ARE IN ADDtTION TO THE WEIGHT OF THE CEILING FAN. 10 psf 18'-2'10 psf %9wd 15 psf 16'-9"14'-2"1 5 psf (2) SEE LRP-4A FOR ADDmONAL NOTES. 20 psf 14'-10"12'-7'20 psf 11'-4'10'-6"4 . 25 pu 13'-70 13'-r 9'-1-25 psf 8'-7'8'-1' 3 0 psf 12'-7 12'-7'7-8"30 W 35 psf 11'-6'11'-6°11'-6.35 psf 40 psf 10'-0"10'-0.10'-0"10'-0.10'-0"40 psf 45 psf 8'-10-8'-10 8'-10"8'-10 8'-10-8'-10"8'-10"45 psf 50 p-sf 8'-0"8'-00 8'-0"8'-0-8'-0"8'-0"5 0 psf W0 55 psf 7'-2"7'-r 7.2.7'-2'7'-2.7'-2'7'-2"7'-2-T-2°7'-2•5 psf <CO LCZ LULU Applied Uplift r---------Appliedownwareprei,si,mforesign 1 App]ied Uplift O< ZOO 2 1.LI- 3 I for Desian I Patio LIve Loao I bnOW L.080 HI 10 W I 0i PANEL 20 psf 16'-9-14'-2' 12'-10" 11'-10'"- 1 25 Psf 1 15.231--1 15'-311 11'-1'10'-4 25 psf q,-4. M 0 40 psf | 11'-4- | 11'-4" I 11'-4" I 11'-4" 1 11'-4- I 1 49 ps: 10 45 0 45 esf 0 i 0L t=0.060 ann//prf lintin Applied Uplift'ALUM 6063-T6 20 psf | 20 psf | 25 psf | 30 psf 1 35 psf 1 40 psf 1 45 psf 1 50 psf 1 55 psf I U 10 psf DETAIL /0\ 15 psf 20'-2" 1 17-0•15 psf 15'-2"13'-9" 20 psf Z=* 9 S [3psf U 14'-8- | 14'-8' I 14'-8- I 1 10'-4" I 9'-9' I r: em1223FiE33ii'-1'--j)7-r-TEEZIZIFy-35 psf E =*82 25611 SgillisaZ d 0 Allowable Span Table 6.0 inch - 0.032" - 1.5pd EPS - 0.032" with Fan Beam Insert Applied Upi ift Applied Downward Pressure for Design Applied Uplift Basic Load Case Wind Wind Pressure Pressure for for Design Patto Uve Load Snow Load Design 10 psf 20 psf 20 psf 25 psf 30 psf 35 psi 40 psf 45 psf 50 psf 55 psf 10 psf 10 psf 23'-0-22'-1' 15 psf 19'-7"15 psf 17'-10"0 0 20 psf 21'-0-21'-00 16'-4"20 psf 15'-2" 25 pst 18'-7=18'-7-18'-7."14'-3" 13'-5" 25 psf 30 psf 16'-11-16'-11"16'-11"16'-11°12'-8"30 psf 35 psf 15'-7"15'-7"15'-70 15'-7"15'-7" 12'-0° 35 psf 14'-6"14'-6"14'-6=14'-6"14'-6"14'-6"40 psf Ogo 45 psf 13'-8"13'-8"13'-8'13-8 13'-8°13'-8'13'-8'45 psf 6 3 50 psf 12'-11' 12'-11- 12'-117 12'-11' 12'-11' 12'-11' 12'-11' 12'-11-50 psf 55 psf 12'-4"12'-4"12'-4•12'-4"12'-4 12'-4"12'-4-12'-44"12'-4-55 psf aOFES / 1:* 0%1 40 psf :5 2 a. 1 1/2#9 r 1 0,9\%\\ ,/S/* 14blO7Not S 13167 irr'11 .CATI«/fi-O U)P12/31/2013 -ON 133HS 89-dhll £ 1 30 L L 133HS S - 0.032"4[In 'ouozpv 'opt>AON '0.nwub!. f 4.01 '0!U.lom°0 '1.@Sul 1.1 du.Jols worl '-40,032" -St t 0# 121 JOZ 1lbld 99:EtMOHS SV 48 8 03ME 0&18· S uold diohdo 9+09 0.032" -E drI 'Inri 0£-90-1 £02-OP S - 0.032"1¥NL:1 - S.iN3MMOO OINdVIamONIU]SINON 0/idVI 0.032" - 1 'A3kl 0.00,9 UO!9!8 d¥-1 'Bu3 diS @Jncopu] 'Int,1- lo£0£ 010, Jd..5,99Ff p.;Dpuois - WON. :X 017455 0560/12 5455 1 Om#.92 PE 10707912 07/31M2 ™log,=31 €m31M2 I 000916, I018 1 07/31Mi 33384 07/31/12 94382 081. 006212 13158 1201/12 GA |P-la| 1231/12 1499 1231112 PE-5907 12'31/12 11138 122·U12 008677 1233112 55015 02·Z8/13 2203 01'31 n 3 21747 1 04/02/13 24361 | 06,30M 3 8724 1 0&313 041536 | 0801,13 1 US=1 09f30/13 30066 | 0201/14 050138 03/31/14 REVISED CW23/11 PRINTED ON 08/30/2011 IAPMO ES REPORT #0115 IAPMO PAGE NUMBER 10 OF 23 STEP Ill- (CONT]NUED) Allowable Span Table and Uplift Fastener Spacing Notes: Applied Downward Pressure for Design Applied Uptift (1) SEE LRP-4A FORADDITIONAL NOTES.Applied Uplift Basic Load CaseWind Pressure Spadng of Wind for Design | Patio Uve Load 1 Snow load Pressure for1 Fasteners 'Design 10 psf 20 psf 20 psf 25 psf 30 Dsf 35 psf 40 psf 45 psf-50 psf 55 psf 10 psf 18'-3°10 psf 15 psf 16'-10"14'-4-5 15 w 12'-9" 20 psf 15'-1' 11'-8° 4 20 psf 25 P 13'-8°13'-8"10'-9'3 25 psf 3 0 psf 12'-8°12'-8'12'-8"10'-1-3 30 psf9'-6'8'-10=8'-6"8'-1" 35 psf 11'-10°11'-10"11'-10"3 35 psf 40 psf 11'-3"11'-3"11'-3"11'-30 2 40 psf 45 w 10'-8'10'-8'10'-8-10'-8'10'-8'2 45 psf 50 pst-10'-2'10'-20 10'-r 10'-2·10'-2"2 50 psf 55 psf 9'-9.9/9.9,-9"91-9.9.-91'2 .55 psf Allowable Span Table and Uplift Fastener Spacing 3.5 inch - 0.032" - 1.5pd EPS - 0.032" Applied Downward Pressure for Design Applied Uptift J> Applied Uplift Basic Load Case Wind Wind Pressure Spadng o Pressure for for Design Patio Uve Load Snow Load FastenersE Design 10 psf 20 psf 20 psf 25 psf 30 psf 35 25f 40 Fsf 45 psf 50 psf 55 psf 10 psf 20'-6'7'10 psf C 15 psf 19'-1'16'-2"4 15 psf 14'-6" 13'-2 0 O/1 20 psf 17'-0"3 20 psf 25 psf 15-6-15'-6"12'-2"3'25 psf 30 psf 14'-4°14'-41'14'-4-11'-4-3 10'-8'109=9'-7.9'-2' 30 psf 35 psf 13'-6'13'-6-13'-6"2 35 psf 40 psf 12'-8-12'-8"12'-8-12'-8"2 40 psf 45 Psf 12'-1 ¤12'-1-12/10·12'-1=12'-1°2.45 psf 50 psf 11'-6.11'-6'11'-6 11'-6-11'-6'2'•50 psf 55 psf 11'-1'11'-1-11'-1" ' 11'-1"11'-1-11'-1'55 Psf Allowable Span Table and Uplift Fastener Spacing Applied Uplift CE--------Applied UpliftlBasic Load Case WindIWind Pressure-e Pressure for 1E | for Design Patio Uve Load Snow Load Design1 11 0 1 1 29-BE! 25 psf =-3.Opsf 1 35_4-I 40 psf_ L_15 psf 1 5(Lef- 1 55 pif 10 psfU Ul C 15 psf i 15'-6' i 14'-2" 1 3" 25 osf 1 i [El#*II[Zig@ELIZIS-QJ 12'-2" 11'-6" 10'-100 10'-3. 2 40 psf 45 psf 12'-10"12'-10"12'-109 12'-10=12'-10"45 psf 50 psf 12'-3"12'-3'12'-3-12'-3"12'-30 2 50 psf 55 psf 11'-9"11'-9'11'-9"11'-9"11'-9=11Lgn 2 5 5 psf Applied Uplift Applied Uplift| Wind ]Wind Pressure Spacing of • Pressure for for Design L -1322.-Hret-oad . Snow W-ad _. -- - Fasteners 1E Design [ 7" i 10 psf 1 SS A 22'-8- | 1 20'-4 LIEIZIEZIEELL]S . _20 Psf I0 18'-r 25 psf 17'-2" 1 3" 1 25 Fsf 316'-1' | i E2iEZE[30'-3'20'-3"ZE'-3'15'-la 14·-2- 13'-6*0: | 45 psf | 50 p=f 16'-0-16'-0"16'-0-16'-0"16'-0"16'-0-50 psf S 55 psf 15'-0" , 15'-0"15'-0"19-0'15'-0-15'-0"15'-0"2•'.55 ps - PROF Ess/046*ROFE O d o S 7 m 111!41 107 O 0 Exp.44IE12/31/2013 j 4;7f CAL\F 'ON 133HS 9-dhll r 1 30 0 1 133HS without Fan0.032"- 1 9&10# iNOd38IN31SAS Al 9318V1 0.032"3 01NdVI 0.032" - 1.5 pd without Fan NMOHS SV *002 liadv '18 03NDIS]O AS NM¥80 *8 0330]HO 31VOS 380 0.032"'OA18 .Ls# P*01 9/8-299 0.032" - DNIH38)"'InN OAdv 1¥Nld - S1N3 rIMOO Oridy0.0.31"1N3)NINOO 6.0 Inch 0.032" - 1.5 pcf EP L l 02-01'IdVI) O·00·9 uotilmal dirl Gul dIS @JAGOIOW] 'In,4- 10(Of\010@foid rOOZ Suold31¥0 'A3 DNIZ73NIOH3 lS - WOri :X PROFESSIONAL ENGO{EERNG LICENCES 45880 1081/11 19405 34009 25873 | 1201/11 S3107 128111 10485 | 12'31111 030178 120 1tl 1 16508 | 1281/11 029174 1281/11 6-11328 12/31M1 64661 12;3Ut1 16232PE 12'3#11 597 PEN | 0025858 | PE 0C33435 03/3V12 9103 0301,12 PE-6798 04/30M2 P.2280 048(rlz 15484 | 04/30112 10950 DU'30/12 1. 104=12 14198 069112 45542 06/30/12 41532 I 0838'12 14355 | 0000/12 23775 1 06/30/12 Utah. PROFESSIONAL ENGINEERING LICENCES PRINTED ON 08/30/2011 LAPMOESREPORT#0115 IAPMO PAGE NUMBER 9 OF 23 E 5,Allowable Span Table and Uplift Fastener Spacing m ==z M 3.0 inch - 0.024- - 1.5pcf EPS - 0.024" 45880 10.1/11 1 :Applied Uplift Applied Downward Pressure for Design - Wind Press•,re Basic Load Case 19105 1041/11 i q for Design Paug Uve load Snow Load 10,0 psf 18,0 psf || 20.0 psf: 20.0 psf 22.5 psi 25.0 psf 28.0 lisf 30.0 psf 32.5 psf 35.0 psf:34009 1 1/30A1 ' 0& . No. of Fasteners per 48-inches Applied UPIift Wind Pressure for Design 10.0 psf 16'-0- 8 10 W 25873 1201/11 -D 9.- OW->15.0 psf 15'--1.- GLi| S3107 12/31/11 '1 S 4 --38.0 Psr 14'-9- - M f 5 20.0 psf 14'-2"14'-2" 10495 1201/11 ,.- 1 .13'-9' Only 12- & 16- wide 10 15 psf 12 18 psf 12'-8" 12'-0.11'-9 10'-90 12.20 psf Z 0 0 LRP-4C f 1 30 6 133HS 40n 'ouozu 'OPOA 030178 1281#11 16508 1231/11 ; 029174 12;31M1 ! 22.5 psf 13'-r 13'-70 13'-7 Only 12·&le ·10'-5"10'-10 9'-8- 25.0 psf 13'-0¤13'-0°13'-0'wide Skylights 28.0 psf 12'-30 12'-3-12'-3-12'-3- 1\ 12. ¥;de Skylight 30.0 psi 11'-10-11'-10'11'-10'11'-10 11'-10'11'-5- I 12 23 psf 12.25 psf 16 28 psf 16 30 psf E-11328 32.5 psf 11'-4°11'-4"11'-4'11'-4°11'-4-11'-4 0 10'« 16 33 psf 35.0·psf 10'-11"10'-11"10'-11"10'-11"10'-111-10'-117 16 35 psf 64661 16222PE 12/31/11 NOTES: 8977 12/31/11 PEN 0[]25858 PIE 0033435 SEE LRP-4A FOR ADDmONAL NOTES. 01/31/12 0381/12 ! NOMINAL PANEL WIDTH 48" 9483 m/31/12 I - FULL WIDTH PANEL-NOMINAL- WIDTH 12=, 16; OR 24'FULL WIDTH PANELI . ./ 34' PE-6798 048312 P-9280 04130112 15484 04/30/12 leo W3(/12 5 - g AAE553><am;53»\ . amo24GEO0U3atl2 4545200 W z W '; C554 *%822 0 3 0 bl 5OE 14198 0U31f12 MA 45542 08'30r12 MN 41532 0600'12 MI- 14355 06'3(V12 '0.2':233: E.fip.-2. ..FY:*:: 60223.%12 2352 0.-9-.•1 SC 23776 06/3Ot·12 119:<,7.0.2 t..3 :0 9 U O·U•- - 1272.2 2 3:'pkid:y- Illlllll 1111'llyll 11111111 11111111111 g 1 tr ·t, M:52%2 1.-O.....-0 - 172 :Vt-:'. 293 M M. 1 2 An:B·O:· J o. Z.- M Op *&0 0. -Y.·2·..'°4 5 g-'«, f 017455 0,30/12 <*2551 \-<AA(:552) lilimill25455 0724/12 10712 07,31/12 POLYCARBONATE 10mm MULTI-WALL LEXAN® I 00108313 07/31/12 FULL LENGTH OF PANEL 00864' 0781/12 OPTIONAL SUN-RAY SKYLIGHT 33384 07131/12 ma - K 54362 09130/12 SECTION HALF 2 ' 11£¤11 13158 12/31t12 GA PE030159 1231/12 i Q k U. 14953 12/31112 FE-5907 1201/t2 NM 11138 1281/12 W g N008677 1281.M2 SE S 55015 0228/13 BE N 3085605- 2203 03/31/13 8724 05/30/13 doc 25,2 28747 04.0813 - <G b- 0 2 2£ 24361 06,90/13 3 0, 2 041536 08131/13 5510NALCA P 1 /1.1 PE056772E 0920M3 30069 03/31/14 J Exp.18 476 OF C SIGNED: 080138 0313!M4 OFES& 4,1 3.07 1 E .1 31/2013 *,t,G\NEER REVISED 08/23/11 0 1 . 1 1 w .wi.-wi - . 1-1,2 /6.vv i ' ..6,/ I-W-,V , •¥,W•, 6 -•w/.i l . 1 • .i l¥ /. 1,UVIOIWI, ..WV,W / .r.W-.v 1 , -W. .." rrl./ w.r ........ /1// Vol /VI 1 1 1/.JJ unprio AM[r=J. 1.lco-Der, IJLAA bromp LISc Insert, C PROFESSIONAL ENGINEERING LICENCES U. 1001tll 10,31/11 1120/11 1231111 12/31/11 12/31/11 t2/31tll 1201M1 12,3111 12'3111 0101/12 04/30/12 0460/12 04/30/12 | WOG,12 04:30'12 005/512 06130112 06/3012 06'3012 0680/12 06;30fl 2 0724112 0701M2 07;31112 07/31MZ 07/31/12 09/30/12 110042 123·f12 12/31/12 12602 12/31/12 1201/12 1231tl2 022043 0301/13 04/02/13 06/304 3 0600#13 , 0&O1M3 0980/13 0301/14 03/31/14 PRINTED ON 08/30/2011 IAPMO ES REPORT #0115 IAPMO PAGE NUMBER 8 OF 23 STRE_m--DETERM ] NE MAXIMUMPANEL_SPAN A LOCATE APPROPRIATE TABLE FOR DESIRED PANEL AND SKIN THICKNESS. B.LOCATE APPROPRIATE ROW FOR THE APPL[ED UPWARD ROOF PRESSURE.Z iEmw-. C.LOCATE THE APPROPRIATE COLUMN FOR THE APPLIED DOWNWARD ROOF PRESSURE. D.THE NUMBER AT THE INTERSECTION OF THE APPROPRIATE ROW AND COLUMN IS THE 'ALLOWABLE PANEL SPAN". Notes: Allowable Span Table (1) CONSIDERATION HAS SEEN GIVEN TO THE ADDmON OF ONE (1) CEILING FAN PER 4' WIDE PANEL WITH A MAXIMUM FAN WEIGHT OF 50 W03.0 inch - 0.024" - 1.5pd EPS - 0.024" with Fan Beam Insert POUNDS. THEREFORE, THE ALLOWABLE LOADS PROVIDED ABOVE App[ied Downward Pressure for Design Applied Uplift Applied Uplift ARE IN ADDITION TO THE WEIGHT OF THE CEILING FAN. Basic Load Case Wind Wind Pressure Pressure for for Design Patio Uve Load Snow Load (2) SEE LRP-4A FOR ADDITIONAL NOTES. Design 10 psi 20 psf 20 psf 25 psf 30 psf 35 psf 40 W 45 psF 50 psf 55 psf O.- 10 16'-8-10 psf LL 1- 15 psf 15'-1"13'-1"11'-7"15 psf i :2 10'-6"9'-8- 20 psf 13'-4"9'-0.7'-lon 20 psfMull7'-6"7'-1' 25 psf 10'-9'10'-9'25 psf 30 psf 9'-0-9'-0-9'-0 90-0-30 psf 35 psf 7'-80 7'-8-7-8°7'-8-7'-80 7'-80 7'-8'35 psf 40 psf 6'-8=6'-8'6'-8°6'-8-6'-8-6'-8'6'-8'6'-8-40 psf 45 psf 5'-100 5-103 5'-10'5.10.5'-10"5'-100 5'-10°9-10-5'-10"5'-10"45 PSF 50 psf 5'-30 5'-3"5'-3 5'-3'5'-3"i PANEL 021 4'-9'4'-9'4%9'4'-9°4'-9-4'-90 4'-9'4.-9 4'-9"55 psf Allowable Span Table 50 5 5 psf Applied Downward Pressure for Design Applied uplin Applied Uplift Basic Load Case Wind Wind Pressure Pressure for for Design Patio Uve Load Snow Load Design 10 psf 20 psf 20 psf 25 25f 30 psf 35 psT 40 psf 45 pst 50 psf 55 psf 10 psf 18'-3"10 psf W 15 psf 16'-9°14'-4"15 psf 13'-0"11'-10' 20 psf 15'-Or,11'-0'10'-3"9'-8"20 psf 91•8'-8° 25 psf 13'-4"13'-4"25 psf ALUM 6063-T6 30 psf 11'-1"11'-1'11'-1"11'-1"30 psf -FUU LENGTH OF PANEL- 35 psf 9,-4¤9'-4"9'-4" 9'-4"9'-4"9'-4"·9'-4-35 psf 40 psf 8'-2"8'-2-8'-2"8'-2"8'-2¤84-2.8'-2 "8'-29 8'-2'8'-2'40 psf OPTIONAL FAN BEAM 45 psf 7'-3 M 7'-3"7-3"7'-3'7'-3'7'-3 w 7'-3"7'-3"45 psf Ztnel 50 psf 6'-r 6.7.6'-7°6'-7"6'-7°6'-7'6'-7"6'-7"6*-7"50 pst-DETAIL C-h 55 psf 5'-10"5'-10"5'-10'5'-10°5'-10"5'-10°5'-10"5'-10'5'-10"5'-10°55 psf Allowable Span Table 11[HI!12. cz AppliedownwardPressure for Design 1Applied Upliftl Wind for Design Pressure for Design I 10 psf 20 psf |20 psf 25 psf 30 psf 35 psf 40 psf 45 ps¥50 psf 55 psf | 17'-9°I 13'-10" 15'-r I 1 12'-7 11'-7" 10'.9· 10'-1' I 25 psf I 133'-7" I 13'-r I 13'-7" i 8'-T 0 10'-9-10'-9"10'-9-10'-9"10'-9- 9'-4"9'-4"9'-4=9'-4"9'-4'904"9'-4.40 psf 8'-3' | 8'-3-45 psf SO psf 7'-6"7'-6-7'-6'7'-6 70-6-7-6"7'-6.7'-60 50 psf 55 osf 6'-9"6'-9 6'-9"6'-9·6'-9"6'-9·6'-9'6'-9" -AllowableSPanTable AppliedDownwardPressure for Design I Applied Uplift1 Applied Uplift Baslcloadase N Pressure for for Design Patio Uve Load a Design 10 psf 20 psf 20 psf 25 psf 30 psf 35 psf 40 psf 45 psf 50 psf 55 psf a 0OFESS/044 © ROFES /Q+ < 10 psf 23'-0"10 psf .2 0218'-9"4*t J. 044. E.5 C 15 psf 20'-7"16'-9 1 5 C! a. 2 15'-2' 20 psf 17'-7 17L7"13'-10"20 psf 12-10" 25 w 15'-8"15'-8"15'-8- 5 5 psf Wi nd Snow Load psf 12'-1"25 psf WZ o S 7 m 30 psf 14'-2"14'-2"14'-20 14'-2" 11'-4" 10'-10"30 psf Exp.11 a: 1- g 35 psf 13'-1'13'-1"13'-1'13'-1" 10'-4 13'-1"35 psf . 12/31/2013 40 psf 12'-3*12'-3"12'-3"12'-3-12'-3°12'-3"40 sfP 0 45 psf 11'-6'11'-6"11'-6"11'-6"11'-6'11'-6"11'-6'45 psf 50 psf 10'-10" 10'-10"10'-100 10'-10"10'-10"10'-10"10'-10°10'-10"50 psf 55 ps[10'-4°10'-4'10'-4"10'-4'10'-4/10'-4'10'-4"10'-4"10'-40 55 psf 1 CA\A· 'ON 133HS 817-dkll ft 30 g 133HS TVOS 11 S - 0.024"am 0.024"-1 nlVA3 OF'IdVI .U.WU NMOHS SV 4002 11@CIV Beam ;*8 NMVZIO:18 03NDIS30 0 1 A8 03103HO '31¥OS 0.024"21 'CA18 00 8 190ilze 1 {A- Wu Wold p,opuolS dal -ln,I 0,-00- 1 102-0,1dVI 0'00'9 uo!@1ADM dar' 0W3 dlS e·Ineopul •t0.024" 01!W]GNON OVIdYI C 1*NU - S1N3WIN00 0*dVI Orl 00/20 9 L IN3INWOO0.024"- 31V0 NIV33NI0N3 FGH 9 L toroc slo@(09 9002 'Sue Jopums - Worl\:X ...... ,- .u.... .19.-ww, w.,v. 0,ui,Ip w. iriei... .girorn,0, lerry 5 8,gnoture, Nevoja, Arizono, Ulch MS | 16508 NE | 611328 0H OR WY CT LA SD 64661 16232PE 89n PEN 0025853| PE 0033¢35 1 9483 | 10 1 PE-6758 1 04/3CM 2 ID | P.8260 04/3012 MD | 25455 | 07J24'12 " 112121 Balm ™ 001053181/12 vr 0854 0781/12 1-1 -012-1-4162 AR | 13158 GA PED30159 1231/12 IA 1 14953 1 1281/12 I... NO | PE-5907 1201/12 NM| 11138 1201/12 WA Rl 28747 24361 | 5724 | ENGINEERING UCENCESPROFESSIONAL PRINTED ON 08/30/2011 STEP Ill- [ A. 6.1 450801 1001/11 I OK| 19«m 1 108:Mi 1 B. I col 340091 C. AL | 25873 | CA| S3107 1281/11 1 D. MEE| 10405 |12/31/11 | MO | 030178 1- KS | 15484 04/3012 1 4 1 Applied Uplift - g Wind PressureINH 1 10980 0.0,12 1 d .for Design M10-1 I| # 5 KH-IRTZ |DE| 1«98 | 012 0 1 = RE liia IMA 1 4*12 1 06==cri In g 20 psf 25 pif LIN 41S32 0e30,2 1 4 3.30 Fsf 35 psfFluT1 °6 40 w 45 psf SC 876 0/3012 50 psf 55 psfI WV I 017455 1 06'3042 1 Z 0 9S :Ef 4,i L3 1 Applied Uplift 1 .--V r --- ... 1 ETFITIT-Im'W1=9=T--777»77--------1=21,4 PE'or | 1_ 10 w 1_ 20 psf | 20 psf 25 psf | 30 psf | 35 psf | 40 ps/ | 45 psf | 50 psf | 55 psf | 16-8" | 5" 15 psf |I 14'-2- 6 6 213'-0' 25 psf _1 15'4' 1 15'-0' I I 12'-0.11'-2" I 10'-6" |9'-10 9.-4. 1 1 3. 1 35 Fsf J 7-1--947 /4-4-4--7--1-.-4-*+E+Ul:9'-1-9'-1'9'-1"90-1° I 9'-1" I SE#r-1 NV 1 008677 1 12131/12 1 6 ] Applied Uplift * 1 Wind Pressure I FL I 55015 I 0212813 I 8 - 1 for Design IAPMO ES REPORT#0115 TERMINE MAXIMUM PANEL SPAN .OCATE APPROPRIATE TABLE FOR DESIRED PANEL AND SKIN rHICKNESS. -OCATE APPROPRIATE ROW FOR THE APPLIED UPWARD ROOF 'RESSURE. .OCATE THE APPROPRIATE COLUMN FOR THE APPUED DOWNWARD ROOF PRESSURE. 'HE NUMBER AT THE INTERSECTION OF THE APPROPRIATE ROW AND DOLUMN IS THE -ALLOWABLE PANEL SPAN-. C NOTES: Appliedownurdpresbreforeugn Applied Uptift (1) ROOF PANELS ARE INTENDED FOR USE WITH A PATIO ENCLOSURE AS DEEINED IN APPENDIX CHAPTER I OFTHE INTERNATIONAL BUILDING CODE,J Wind - Spacing o., pressure for APPENDD< al,AFTER H OF THE 04TERNATIONAL RESIDENT'IAL CODE AND THE Patio Uve Load 1 Snow Load 1 Fasteners R.OR[DA BUILDING CODE Design I --d__10 -1_29 ?sf ! 20 Pi-!- :25 pif ! 30 psf | 35 psf | 40 psf | 45 pif | 50 psY | 55 osf |- ALL SUPERIMPOSED LOADS PRESENTED ABOVE ARE UNIFORM IN NATURE CONSIDERATION SHALL BE GIVEN TO NON-UNIFORM LOADS SUCH AS Og SUCH AS MULL-IONS OR FLASHING, CAN INCREASEE PONDING CAUSED BY 0 IRREGULARInES IN THE WATER FLOW PATH. (5) WHERE ACCESSIBILTTY ABOVE THE ROOF SYSTEM IS UNITED. ROOF FASTENERS MAY BE W DIAMETER STAINLESS 5rEEL BOLTS WITH 1.0- Applied Downward Pressure for Design ,Applied Uplift,DIAMETER WASHERS AND·NEOPRENE INSERTS INSTALLED FROM THE UNDERSIOE OF lHE ROOF. WindBasmLoadaseSpadng 01 Pressure for (6) ALLOWABLE PANEL SPANS ADDRESS APPLICATON OF A 300 LB CONCENTRATED latia Uve Load Snowload Fasteners | Design LIVE LOAD FOR ROOFS SUBJECTED TO MAINTENANCE LOADS. | 10 W 20 w | 20 pst' | 25 psf | 30 psf | 35 Psf | 40 psf | 45 psf | 50 pif 55 psf | I 15'-1 L-1 13'-3°12'-2'20 Psf J 11'-3"10'-7- || 4" | 25 psf |1 10'-0"9'-4- 1 12'-10° I 12'-10- 1 12'-10" 1 1 910" 1 8-7" 1 3" 1 30 0 -1 *Plo23"33**23EZILInllikEZZ] 1 9'-0' 1 9'-0" 1 9'-0- 1 9'-0' 1 9'-0- 1 990" 1 90-0" 1 9.-0' 1 1 1 3" 1 50 0 Aoblied Unlift| r:001-----Appiled Uplift| Wind 0 Z 0 Patio Uve Load 1 • Pressure for 1 Fasteners I 10 psf 20 psf 20 psf 25 psf 30 psf 35 psf 40 psf 45 psf 50'psf 55 psf 10 psE 18'-2' I 16'-4"3 20 osf 19-1" 14'-0' 13'-10'3 30 psf 12'-4' , 11'-9". .12/31/2013 L_I.._L_-ELEEL-3 1 12-1.01£-12'210" 1 121-1 --12'-10" | 12'-10' | 12'-10" | 12'-10" I I il .._ 1 2.-_3 -25psf ON 133HS *-dbll 11 9311 INOV NMOHS SV *OOZ 1ladV 18 03NDIS30 .*8 NM'¢8 0 *8 03303H0 31*os ZO'+1 1 1/09 90 uNd P.lopuNS clhll 'Iny{ 09-90-l 102-0;31VO 'OA--18 -1SV] 6/ Opu] 'IOW-10£0.223,1.-5-024Zd p.lopuoiS - WOr.L\X 4 1 Applied Uplift INC 1 029174 1 12/31M1 J g Wind Pressure44--4----G -4 - i for Design -1 *.r 0181#12 C d 03131,12 0101/12 / 10£EL_1_16'-81-1 7" 10 pit THOSE ASSOCIATED W[TH SNOW BUILD-UP AND AREAS OF 13'-1' |DISCONTINUITY FOR WIND LOADS. 0-2-Esf-13.-71-I---_| 11'-9» 124 1 W IS 4" 20 psf 0-3 1 1- f -10'-8-9'-10°(2) PANEL SPANS ARE BASED ON A MAXIMUM TEMPERATZIRE DIFFERENTIAL- 15 psT :12'4' I 12'-4" i i 9'-2° i 8'-8- i 802' ·· 7-80 25 psf I SBWEEN THE TWO PANEL SKINS OF 10 DEGREES FAHRENIEIT. 13*-r-TEET-1106.-lry 7-4' r-i;-1-162-1 C(3) 414 SMS WITH 1.0* DIAMETER MATE WAS{ER AND NEOPRENE INSERT. O 3" 35 psf LENGTH OF SCREW SHALL BE A MINIMUM OF t' LONGER™AN THE 40 psf THICKNESS OF THELRP. ALLOY AND MINIMUM THICKNES OF HEADER SHALL BEE 6063-TG AND 0.062 INCHES. RESPECIMU. 50 psf 1 7'-6- 1 _22*Ll_.Iz#Ll_rz#Ll_ZEL-1_ZkRL1-12£_L_rf_L_Z:£_1___-1__E__1__EREf 1 (4) MINIMUM PANEL SLOPES ARE EASED ON PANEL DEFLECTION ONLY. INCREASED SLOPES WILL BE REQUIRED WHERE PANEL ACCESSORIES. tic iNA RU lAN 1 be 'e a 3rnli 0321.fl3 8 .w, I 04021,3 1 Et:I 15 Imf 0 =- 1 20 psf0 2 |321Kpi 08OW13 4 1 E-3;-5---4 - VA 041536 08/31/13 PA AZ| 30066 | 03C1M4 NY | 080138 0313U14 11(11 REVISED 08BM 1 4 10 40 psf 45 psf PROFESSIONAL IAPMO ES REPORT #0115 - IAPMO PAGE NUMBER 6 OF 23ENG[NEEFUNG UCENCES PRINTED ON 08/30/2011 STEP 1 - DEFINE DESIGN PARAMETERS STEP ll- (CONTINUED) 35 8 Z Ul A CONTACT LOCAL JURISDICTION FOR ALL PARAMETERS 60 45880 10/31,M 1 B. DEFINE GOVERNING DESIGN CODE - SELECT ONE OK 19405 10'3111 1. CALIFORNIA BUILDING CODE (CBC), USE IBC TABLES CO 34009 11/3011 2. INTERNATIONAL BUILDING CODE (IBC) At. 25873 120:Al 3. ]NTERNATIONAL RESIDENTIAL CODE (IRC) CA S3107 12/31111 4. FLORIDA BUILDING CODE (FBC) ME 10495 1281/11 5. OTHER Mo 030173 1201/11 C. DEFINE BASIC WIND SPEED (MPH) - SELECT ONE C 16608 Iminl GOVERNING BASIC WIND SPEED (MPH) NC 029174 12/301 JURISDICTION NE 5-1 1328 12/31/11 IBC, IRC &90 100 110 120 130 140 150FBC 85 OH 64661 12/31M1 CR 1 6222PE 1201/11 1. IBC, IRC & FBC WIND SPEEDS ARE FOR 3-SEC GUST SPEED WY 8977 12/31/11 D. DEFINE 'BASIC" DESIGN ROOF LOAD CT „A 01/31/12 -1. PATIO LIVE LOAD - SELECT ONE LA 0235 0%3112 a. 10 PSF 60 9483 0131/12 b. 20 PSF HI PE€798 0&30/12 2. ROOF SNOW LOAD - SELECT ONE 10 P.8280 01/30/12 a. O PSF KS 15484 04/3QA2 b. 10 PSF NH la980 04/30/12 c. 20 PSF ILI 24(EO 093042 d. 30 PSF 4646200 e. 40 PSF DE 14198 06/3212 f. 50 PSF 6'lA 45542 06/30/12 MN 41532 0W3QMZ g. 55 PSF E. DEFINE EXPOSURE CATEGORY - SELECT ONE MT 14353 06£30/12 1. EXPOSURE B SC 23™06/30M2 2. EXPOSURE C WV 017455 0&'3012 3. EXPOSURE D 10 25455 07/24/12 NOTE, NOT REQUIRED FOR UBC JURISDICTIONSt?1 1012 0781112 TN 00106313 07a1t12 VT 018 07/31/12 STEP [1 - DETERMINE "APPLIED" LOADS0009164 Wl 33384 07/31/12 4)coe A NOT USED TX 94362 0930,12 B. LOCATE APPROPRIATE COLUMN FOR BASIC WIND SPEED. IL O2 1180712 C. LOCATE APPROPRIATE SECTION FOR WIND EXPOSURE, COMPONENT AR 13158 1281t12 AND DIRECTION OF APPLIED LOAD GA P'E030153 12/31M2 D. THE NUMBER AT THE INTERSECTION OF THE APPROPRIATE ROWS AND U 14953 1201/12 COLUMN ARE THE DESIGN UPWARD & DOWNWARD WIND LOADS. ND FE€07 1281/12 E. ENTER DES]GN PRESSURES BELOW NM 11138 1201/12 1. ROOF LIVE LOAD (LL) 2. ROOF SNOW LOAD (SU NV 008877 1201/12 3. ROOF WIND LOAD - UPWARD (WL.up) FL 55015 0221113 4. ROOF WIND LOAD - DOWNWARD (WLoowN) ur * 0301113 , WA 28747 04/0243 XY 24361 0680/13 RI 8724 0813 VA 041536 01O1M3 PA KE 0920/13 AZ 30086 0331114 NY 080138 03131/U REVISED 08,911 GiIBC, IRC and ASCE 7 - "Applied" Vertical Wind Loads Direction of Basic Wind Speed (MPH)(3)Exposure Component Load 85 90 100 110 120 130 Regg B Roof System Upward 19 21 26 32 38 45 --gou- Downward 10 11 14 16 20 23 C Roof System Upward 23 - 26 32 39 46 54 v Downward 12 13 16 20 24 28 - (1) NOT USED I:2 (2) NOT USED (3) 3-SECOND GUST SPEED Gas 851-Z U.1 02 4 @ti < F. DETERMINE APPLIED DOWNWARD ROOF LOAD:&31. LOCATED APPROPRIATE TABLE FOR ROOF DEAD LOAD (DL). USE DL W = 2 PSF FOR COVERS WITHOUT ROOFING. USE DL = 5 PSF FOR COVERS WITH UP TO 3 PSF ROOFING.@ 2. LOCATE APPROPRIATE ROW FOR APPLIED WIND PRESSURE.R 3. LOCATE APPROPRIATE COLUMN FOR APPLIED ROOF LOAD. 02!Z ¢ 4. THE NUMBER AT THE INTERSECTION OF THE APPROPRIATE ROW 22 88 AND COLUMN IS THE "APPLIED DOWNWARD ROOF PRESSURE.I 01 Go EXAMPLE: GIVEN: DL = 2 PSF Applied Downward Roof Load M..2 8 m· LL = 10 PSF Z z W 111Applied Roof Loads (Maximum of Uve and Snow Loads) - (psf) Downward 0%842SL = 20 PSF Wind Load Live Loads Snow Loads 65385(PSOWLoowNWARD = 10 PSF (IBC, 90 MPH EXP B) 10 20 20 25 30 35 40 45 50 55 d 0 > SOLUTION: 0 15 25 25 30 35 40 45 50 55 60 ··:: d I 0. '. Z CO10 18 25 32 37 42 47 52 57 62 67 -Z 3=TETHE 'APPLIED DOWNWARD ROOF LOAD" IS 22 PSF. 15 25 25 35 40 45 50 55 60 65 70 20 31 31 41 44 48 a. O ... 14 ./58.Applied Downward Roof Load 25 38 38 48 50 53 30 44 44 54 57 59 5 2%@8Applied Roof Loads (Maximum of Uve and Snow Loads) - (ps 35 51 51 61 63 5 400 52 'Downward · m , 1 2 Wind Load Live Loads Snow Loads 40 57 57 67 70 72 (psf)45 64 64 74 76 79 10 20 20 25 30 35 40 45 50 55 50 70 70 80 83 85 012222227323742 47 52 57 55 77 77 87 89 92 ,2 10 15 22 29 34 39 44 49 54 59 64 60 83 83 93 96 98 1 15 22 22 32 37 42 47 52 57 62 67 2 2 20 28 28 38 41 45 50 · 55 60 65. 70 1. Assume Roof Dead Load of 5 psf 00, C 25 35 35 45 47 50 53 58 63 68 73 838 30 41 41 51 54 56 59 62 67 72 77 52@Wi 2%28'1 35 48 48 58 60 63 65 68 70 75 80 C 40 54 54 64 67 69 72 74 77 79 83 &2 9 2 . ' 45 61 61 71 73 76 78 81 83 86 88 I I °° w i 50 67 67 77 80. 82 85 87 90 92 95 I55 74 74 84 86 89 91 94 96 99 101 60 80 80 90 93 95 98 100 103 105 108 : 2 - -21 5 1. Assume Roof Dead Load of 2 psf 5% 4 : 1 a :95 r / 0 1 .2 -CU»\- / A .4 c 1%4@EE - 58 63 68 73 61 66 71 76 65 70 75 80 71 73 78 83 77. 80 82 86 84 86 89 91 90 93 95 98 9T 99 102 104 01 103 106 108 111 128&231@2*19 Sli03 Orld¥, Orl 80 PROFE 0 05 DABAN O 41 10\18/30/11 €431SI IGIC J gO V <'DO £195 £0 6U 4 q 1 7 i vwv- i - 1.-1. ...i„.-iow. 0 .,ir- c.„y Fnr r,ovitilon o.uu.U futt·Mu-Zol 1 -UO -JU)\ MUI, LRF Stondord plan 08/30/11 12:55 ondrio *REFS: Tico-ber, TJCAA Stamp LIst Insert,/ California, Terry'u signature. Nevada, Arizona, Utah, PROFESSIONAL DIGINEERING UCENCES PRINTED ON 08/30/2011 IAPMO ES REPORT #0115 IAPMO PAGE NUMBER 5 OF 23 m % m : 45880 10)31/11 19405 100·1111 34009 1120/11 25873 12/]lttl STANDARD CONNECTION USE - 4/LRP-2 & A/LRP-2 10 @ 6 OC EA SIDE OF RIDGE 5/8"0 BOLT W//2" STRUCT I PLYWOOD 7FACIAPLATE WASHERPANELi ; NOTE:LAMINATED ROOF PANEL -1 SIMPSON A35 @ 24= OC MAY USE ALTERNATE RIDGE BEAMS .6--1./.4-1.¢:B:.0. PROVIDED SITE SPECIFIC ENG IS "·3:.1/ 73»12·>11 PROVIDED BY A LICENSED P.EL .:-2230:?:9'Re:17 2x RAFTERS @ 24" OC - (SIZE PER IRC/FBC PERSCRIPTNE SPAN TABLES) - - 2x RIDGE 1 ALUM RIDGE BEAM AAC-757 AAC-758 1- ad @ 6" OC (ALL EDGE & FIELD) - 2-15/16-0 LAGS - 1/4"0 WS*3" LONG b@ 60' OC (THROUGH & LEDGER INTO BUKG) (NOT SHOWN IN SECTION) .-0-.-01 In[L un WOOD SHIM -7 -2-#16 @ EA @ VALLEYS RAFTER %@EN ES!1211 - I 2 -TI411 $0,6 i 83107 12/31/11 10495 12/31M1 030178 128U11 16508 1201/1 1 029174 12/3181 E-11328 12/31/11 64661 1231tll 152:2PE 1201/11 8977 1281 tl 1 - - li 6-#14 SMS-L SIMPSON LTT208 (E) SHE EA SIDE OF RIDGE 4-#14 SMS --1/ ALUM POST - DOUBLE TOP PL BASE/CAP 3»*3"x.120" --/ SHEATHING - 3/8" MIN STRUCT I ALUM POST 2*4 @ 24" OC (MAX) PEN 0025858 PE 0033435 01/31 M 2 9 .. 16d @ 6" OC 4331/12 4 lod @ C OC - - (E) RAFTER M31SAS 3008 dal 9483 0301112 \1 PE€796 P.8280 15484 10950 24OEEO 4545200 44193 45542 41532 14355 23776 017455 25455 PE 10TU1912 04,6012 L (E) RAFTERS 04/3[912 ANL -- CE) DOUBLE TOP PLOil/30/12 0480,92 L 2x BLKG 04/30/12 ATTACHMENT -.,4RAIL--I 0012 1LEDGER - 093[y120600/12 : \// 06aW12 PLAN 06/3012 NEW ,EXIST 060912 / (E) PLYWOOD - 0L24/12 SHEATHING 1/2" MAX 1 Od @0701/12 F6" OC -- 1 0 NOTES: SIMPSON A35F- @ 24» OC (E) SHEATHING-4 2" (MIN) i 1 (E) SHEATHING -1 ALUM POST - BASE/CAP 4-#14 SMS - 1 L 2x OR 4x RIPPED TO MATCH (0 SLOPE L---1- 4x BLKG RIPPED TO MATCH SLOPE (MAY USE 2x 8LKG IF IT CURRENTLY EXISTS) L . (E) STUD WAU k2 /8 IAPMO ADM BY:) BY: AS SHOWN *002 liNdyOPPUD 59:21 1 1/0[/90 T 1. AT CORNERS OF ROOF, USE DETAIL FOR STUDIO ROOF @ EXIST RAFTERS TO FASTEN PANELS & ATTACHMENT RAIL TO EXIST RAFTERS & NEW VERTICAL STUDS. 2. EXIST STRUCTURE SHALL BE INVESTIGATED FOR W z E n 1STRUCTURAL ADEQUACY BY OTHERS.2505 630. 0 &=641 O 0 0 un O 2 0 0 0 6:;-t . 9 5%2% 6.29 = a UJW J 0 & =38 509% 4 M=/ 2.-% O»9 % Ur-: iE o ot ··2 08!.8 - = 89* a *.11l ™ 00106313 07/31 M 2 STANDARD CONNECTION- VT 4 0701,12 SEE DET A/LRP-2 & 4/LRP-2 ATTACHMENT WI 4 071W1:TOWARD LEDGER NOT SHOWN) TX 94362 0&;30M2 (SPECIAL INSPECT(ON REQ'D)1 - 2x BLKG 2-3/8"0 HILTI Ke-TZ SEE LRP 2A (E) FOUNDATION 081.11,00/12 006232 13158 1201/12 . 92. O 00 0 •oil FOR FTG REQUCRED #- 2-5/16"0 LAGS W/ 3" MIN EMBED INTO RAFTER TAILS GA PE030159 1281/'12 M 14953 1281/12 SIMPSON A35FT-@ 36- OC S S 1 PS5907 1201/12 2x LEDGER - (E) STUD WALL tq % 11138 12,131M 2 . 1.9 1% 151 : 008877 1281/12 55015 3085605- 2213 28747 02/28/13 03/31/13 044013 SECTION .SECTION STUDIO ROOF @ EXIST RAFTERS TIE-BACK @ RIDGE BEAM 3%=1'-0'1 1/2==1'-0° 24361 , ' 024 06130/13 CO 8 Z 0 . Al#AY 03 2D12 X 3.43 E •S041536001m E-\m 0301/14 080138 03131,14 013 No\S REVISED 08/2/11 1.'11'11 1 SSIONAL rn m :2/31/2013 20 E i 1 P 1 I'l-14 -WIVill# w. 0 01'f"u,wig, lit=vuuw, Pr,Zur,U, Ut.Un, PROFESStONAL ENGINEERING UCENCES PRINTED ON 08/30/2011 IAPMO ES REPORT #0115 IAPMO PAGE NUMBER 3 OF 23 111 ' ROOF WIDTH ' 0 ROOF WIDTH ,· NOTES:' J ' mirm : :E .SIDE O.H.- , , O.H.--m , ENCLOSURE WIDTH 1. FOR INSTALLATIONS WITH RIDGE BEAM, SPAN DIRECMON SHALL BE 90 DEGREES zW0 , ENCLOSURE WIDTH . , , .r-,- O.H. Z Ul W 12" MAX ' LAI 12' MAX 1 ' 12" MAX TO THAT SHOWN ON THE PUNS.0 --1 N :5 NOTE 5 --' -4 ·' NOTE 5 NOTE 5.'L6 T/C-30 POST.OR BEAM BRACKET 2. FOR INSTAUARONS WITH RIDGE BEAM.NOTE 7 1 .(TYPICAL FOR APPUCATIONS W/' ./ 1/t RIDGE 8EAM).3. FOR INSTALLATIONS WITHOUT RIDGE BEAM. MINIMUM SLOPE IN DIRECTION AWAY y.10--ZA --.IA v NOTE 7 '''-giczA LRFZW-n LA v NOTE 7 /NOTE 7,t»,FOR EXISTING STRUCTURE SHALL BE 1/4" PER FOOT.EN@2 -W .-I -./\Il .....:...v./..6.··VI'l·:I.k./.g.......I... .-I ./p-2.. . · --01625873 12/31/11 ,4. PROVIDE CONTINUOUS FACIA OR GUTIER SECTION AT INSTALLATIONS WITH RIDGEr r F . 1 1, 41 2--49 1-1/NF BEAMS. S3107 mull 35Ab u 14 1/ OTE 3 -414 4 /n 5. MINIMUM DISTANCE IO FIRST.INTERIOR JOIIff SHALL BE 2 TIMES RE OVERHANG to 10495 1231/11 0 01@23 11 id- 3§ 522LRP-2A 030178 120141 2 1, S 4 021 1]..../21 86 *be /,n ms. LU6. SEE ENCLOSURE DRAWINGS FOR ELEVATIONS OF SHED AND GABLE ROOF Z g c: · 4 LRP-2A !; -I.;1 9:r %4 &2 31 O 16508 12/31/11 0 CM LRP--ZA I Z L N 0-7. APPLIED LOADS TO SUPPORTING STRUCTURE ARE SHOWN. THE PRESEED LOADS WO 0- 1 LU W ,2; ij n. 2 Z W TYP PANEL ARE FOR THE WORST CASE CONFIGURATIONS AND MAY BE REDUCED IF SKE0291741231/11 0 JOINTITY PANEL ' 4 k SPECIFIC ENGINEERING, SIGNED AND SEALED BY A PROFESSIONAL ENGINEER, IS PROVIDED WHICH JUSTIFIES REDUCED LOADS. THE APPLIED LOADS ARE. 0E4132812/3111 . 1 :JOINT It 2 8 £ LRP-2.A LE-------L---9.-====-11 SIM L *--=NOTE 4 , 6- z o 0 00 Z : 64661 12/31/11 0= 1 : RIDGE BEAM T/C = 11,300 LBS (LOAD IN AND OUT OF THE PU\NE OF THE .SUPPORTING WALL)2-4 3 2ImE 1201A1 CoPTIONAL)v = i 130 LBS/FT FOR MWFRS WALL PRESSURES 5 15 PSF 1 (ENGINEERED =*260 LBS/FT FOR MWFRS WALL PRESSURES K 30 PSFVVLPR-ZA LWALL· BUMP-OUT &2 * 1 6977 1201/11 (OPnONAL)BY OTHERS)· v = *390 LBS/FT FOR MWFRS'WALL PRESSURES 5 40 PSF -i 2 1 0 0 0181/12 ' ENCLOSURE BELOW 1 VERTICAL LOADS APPUED TO lNE SUPPORTING STRUCTURE ARE EQUAL TO 1/2 THEr )· PROJECTION nMES THE APPUED ROOF LOAD (BOTH UP AND DOWN)=35 =81,12 SEE SHEETS 44 48, 4C, 54 & 58 FOR 4 HSTUDIO ROOF PANEL TrPES & AUDWABLE SPANS g . -2A - 3%3 P0ST (TYPIC SEE SHEETS 44 48.4C, 54 & 58 FOR 9483 03/31MZ . 1 GABLE. ROOF FOR APPLICATIONS PANEL TYPES & ALLOWABLE SPANS0 0 .529 0=1/ *CW/ RIDGE BEAM) PE-6758 0480(12 ROOF PLANS p Q ag 1/4' = 1'-00 .. . =CON 6F.€1280 040112 - 01 60 45880 1081/11 :-0- NOTE NOTE 7 ' OK 18405 10,31/11 CO 34009 11/3011 4 NOTE 4 9M 0W/OUT W RIDGE St ON SLDN NOTE 2 NOTE 2 DiMM N ANEL SPAN 121548404/301/12 10.0 0480/12 - m C== 04/30.2 .r --·, 8 to 14198 088012 '0 5.112 1 · 0 &a=F 1.659 1 , -3.000 -'g 45542 060012 1 141532 0620/12 1!1 4.575 0 3 LRP t=.0905.015 0 31/2- LRP 5.515 0 4' LRP ·MIN 0174S5 063Gf·[2 2,455 0724/12 10712 0721/12 Mr 14355 08/30,12 SC 1776 0620'12 3.881 7 3.100 0 3-LRP 1600 0 3 1/2- LRP 4.100 0 4' URP 1.065 t=.070 MIN & 3.100 03. LRP 1 , 3.600 0 3 1/2 IRP 4.100 0 47 LAP i \ 6.100 C 6- LRP t=.120 1--4 .A 1 6.00.0 Adh'-•' Z· ' -.: # 1.175 E 5 as,&-11 i .1. - 0 Egi# 91@Ill TN 00106313 07/31/12 018 0701/12 0009161 33384 0701/12 405 MATERIAL AS™ A653 GR 50 (STL)*. OR 6063-T6 (Al) ATTACHMENT RAIL GUTTER FACIA 3x3 POST DX 94332 09/30/12 DETAIL DETAIL DETAIL DETAIL a. 08/1180/12 <AAC321> <47573 > <47574 > <-> 006232 HAI HALF HALF HALF 13158 12/31/12 GA PED<0159 1231/12 4 61 4 %§1*14953 . 12al/12 PE-5907 1221/t2 *222&% 11138 12/31/12 3 G ©1% MI 23a [10 61 w.it1. 008677 12/31£12 5501$0228/13 3035605- ' 2203 0301/13 .$ 1Atvo-7 -4 312013, 28747 0482(13 //C/V \\ 24361 0600/13 E p· Exttl 1\1 8724 06,30/13 211 VA 041536 021/13 PA 052E 09/3413 30066 03/31MI 080138 03/31/14 5/5/flai,*&$-i€. 71# -*1 71 REVISED 08/21/11 I D r P 31¥1008 6 ,•·--· ·· 1,- ww,, ·,-w·,n /,Imp 6.1/6 1,100,4 wl,luir,1/, Its,ry u u,grla]Ilre , rieva00, Ar,Zono. Utoh PROFESSIONAL. ENGINEERING UCENCES PRINTED ON 08/30/2011 IAPMOESREPORT#0115 IAPMO PAGE NUMBER 4 OF 23 )N 133HS 5-dhll 30 + 133HS 14¢ 'Opo,WN '-r'louk s,4,0 '0!w31V0S Tln3 -SEE PANEL SPAN TABLES FOR ROOF PANEL - FASTENER REQUIREMENTS #8 SMS @24' c/c-y \ ROOF PANEL-TOP & BOTTOM /SEE PANEL ROOF PANEL - 0-- LEDGER FASTENER T&B ROOF PANEL - 4%EMS %1¢ tic- /SPAN TABLES I \ 1.3 (SEE TABLE UNDER 45880 10/31/11 TOP AND 8O1T0M 1"Rfel FACIA FOR FASTENER SrEP v) 19405 1681111 OR GUTTER 47573 34009 11/30/11 v v==A---lr .i M REQUIREMENTS 1 V"l X v'l *'- 1 4 1 · • ·-1 . S3107 12,3111 21 JIFA 1 - Id -7325373 1231/11 OR /W J .6 ADDL #8 SMS %,YPE\-1 10 At)DE #8 SMS O TYPE 11 /#8 SMS SEE TABLE BELOW FOR SPAaNG LEDGER FASTENER T&B1049512/31/11 8%M w ROOF EXIST (SEE TABLE UNDER ROOF DOST0 5* + MAX SCREW SPACING SYSTEM STRUCTURE STEP V)SYSTEM STRUCTURE0301781231/11 MWFRS 16508 12/31/11 WALL TOP BOTTOM PRESSURE 029174 611328 64651 16232PE £971 PEN 0025858 PE 0033435 5483 PE·6798 P-0260 15484 10960 24GEO 4545200 14198 45542 41532 14355 Z,776 1281111 12/31ttl 12£31/11 12/31#11 1291/11 01/31/12 03/3142 03/31/12 04/30/12 01GD/12 04£3092 04/30112 04.30fl 2 05/3Q M2 06/30/12 0600/12 00.30/12 0660/12 .mONT OVERHANG,INTERIOR ,,SIDE OVERHANG.INTERIOR ' 2'-0* MAX '12' MAX NOTE: GUTTER AND FACIA SHALL BE CONT @ BEARING WALLS FOR BEARING WALL OVERHANG RIDGE BEAM ROOF SYSTEMS NON-BEARING OVERHANG SECTION SECTION - NTS r 6-#8 SMS T&8 @ TYPE I NTS/ 10-#8 SMS T&8 @ TYPE Il CONTINUOUS MEMBER 0 - INTO PANEL SKIN @ INSTALLATIONS INSTALLATIONS W/ RIDGE BEAMS W/ RIDGE BEAMS \ DC-- ,r/ 4 8/PANEL JOINT 0 -4 '/ 2 e,n PANEL SKIN -INSTALLATION W/ D :,2 4 .-:32RtDGE BEAMS k -27/ -127112410 /4 .:r::LN+2 1°.5 000 .,0 00 0000jftADHESIVE-1 0. 00% ...4 0-00 a #a 3 - ADDL #8 SMS, ---L .4 13 $4 \ROOF PANEL .1.-d T&8 AT TYPE I .A. --T-7---f -et, 4!EXPANDED - POLYSTYRENE N5 - ADDL #8 SIAS. t'*h -FP'EE--1- T&B AT TYPE It 11 NOTE: D(IST NOTE:SEE GENERAL NOTES FOR ENCLOSURE STRUCTURE SEE SEC 3/- FOR PANEL. REQUIREMENTS. BALANCE OF INFORMATION. 4'-0' MIN : PANEL JOINT 2 P- 3 ¢ .00.0 0 0 115 12" 12 NOTE::2 0NOTE: O 00 6' C SEE STEP IV, 8 FOR ADDITION SEE SEC 3/- & A/-U. ZREQUIREMENTS.00440 6* 3 FOR 8ALANCE OF INFORMATION. 24 9 LEDGER ATTACHMENT .ATTACHMENT @ CORNER a 3> 5SECTIONSECTIONWLU O 0NTS &JOINT FASTENER #8 SMS @ 12 OC (MAY USE 24- OC FOR MWFRS WIND PRESSURES OF 15 PSF OR LESS O 5 1 zNOT REO'D IF SUPPORTED ON 2 SIDES 29 m-SEALANT I W 0*0 W Za 9 /.36.5 00 00 000 0 1-fE-:C.....00, 000 3N0IS30 ,1 NMVNO MD 5 TN 00106313 0781M2 018 0701/12 COVER SYSTEM 0009154 PROTECTION 33384 073t/12 I i F5r ROOFRAFTER @ 24° OC (MAX) 94382 09,00/12 081.1100112 006232 AR 13158 GA PE]30159 LA 14953 ND PE-5907 NM 11138 Ni 008577 FL 55015 3085605- ur 2203 WA 28747 9 24381 RI 8724 1281/12 1221/12 12£31/12 1201#12 12/31/12 1281/12 0228/13 '0301/13 0102/13 06£30/13 06;30/13 - .8 SEE LRP-28 FOR ATTACHMENT WHEN 2-A35 OR RAFTER TAILS ARE COVER (2 -REMOVED SYSTEM A34) LEDGER SIMPSON - STRUCTURALLY FRAMING ADEQUATEEXST FACIA 9(KE!-(s>+SUPPORT,(2)(6 MIN>-2 .-SEE TABLE 3 -(BY OTHERS) NOTE: 1. CENTERLINE OF COVER SYSTEM SHALL BE ABOVE THE CENTERUNE OF A35. 2. COVER· SYSTEM PROJECTION SHALL BE LESS THAN 20'-0". 3. MAXIMUM DL OF COVER SYSTEM SHALL BE 2 PSF. WHERE DL OF COVER SYSTEM EXCEEDS 2 PSF BUT IS LASS THAN OR EQUAL TO 5 PSF, MAXIMUM ALLOWABLE EAVE PROJECTION (EP) SHALL BE REDUCED 8Y 9". 4-#14 SMS ES - - OF POST SLAB @ GRADE n (OFRONAL) 1 Table 3 Max. Allow. Eave Projection (EP) Rafter Patio Load (pst) Size (in.) 10 20 30 40 2x4 Full 13 NA NA NA 2(6 Notched 20 NA NA NA 2x6 Full 27 18 NA NA 2x8 Notched 33 23 NA NA 2)(8 Full 41 29 22 NA NA - Not Allowed NTS .0 FinU 2 MAY 02 2012 *FEREDNEO:E 017455 0G30M2 =% 1DETAILSECTION -ES25455 0724/12 1' = 10-0'NTS Ull'11* 1107012 m;31/12 - - 3" SQ POST 4 54 4 r 2-3/8'0 EXP ..... / ANCHORS i#i F CONCROE / FOOENG 8@G$1 -511562 1 ' 4& O 2 i Ul J 0NOTE: 2 /1 1 J -77-/Vi /11 1 \ gxl}Ab,31/2013*Jj *\71-7,07 GN ERE A 01536 08.01n3 4. NOT FOR USE WITH EXIST TRUSSES.,- B SQUARE -'SEE TABLE UNDER STEP VII ,4 00ZE 0W30¢13 ATTACHMENT @ EXISTING EAVE FOR FOOnNG DIMENSION.6/1.Lr 30065 0381/14 SECTION /7\ ·, DETAIL K /7\ 060138 0110 i/14 NTS L-j 1.=1'-0.C-- Re.ASEED 08/23Mt ' I , 0 T 0 r- .UU---- 1;v. ./1, i. v--1 ..... I. J. I.... ....v ono. utan, ;SIONAL G LICENCES PRINTED ON 08/30/2011 5 GENERAL NOTES AND SPECIFICATIONS 10/31/11 1 DESIGN CODE & LOADS 1001/11 1. THE STRUCTURES INCLUDED WITHIN THE SCOPE OF THESE DRAWINGS HAVE BEEN 11/30411 DESIGNED IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2006 AND 2009 INTERNATIONAL BUILDING CODE (IBC), 2006 AND 2009 INTERNATIONAL 12/31/11 licio RESIDENTIAL CODE (IRC) AND THE 2010 CAUFORNIA 8UILDING CODE PROVISIONS THAT ARE LOCALLY ENFORCEABLE AND UNDER THE JURISDICTION OF CfTY AND 1201/11 COUNTY BUILDING OFFICIALS. PROVISIONS RELATED SPECIFICALLY TO HOSPITAL-S AND PUBUC SCHOOLS IN CALIFORNIA ARE NOT A PART OF THE SCOPE. 12/31/11 2. THE STRUCTURES INCLUDED WITHIN THE SCOPE OF THESE DRAWINGS ARE 1231/11 INTENDED FOR RECREATIONAL/OUTDOOR USE AND ARE CONSIDERED NON-HABITABLE STRUCTURES. 1281111 3. SEISMIC DESIGN PARAMETERS: 123111 1 a. IMPORTANCE FACTOR - 1.0 12'3Ull b. Ss - 2.5 MAX - SEE LRP-6 c. Si - 0.75 (0.60 WITH Sl>30 PSF) 12/31/11 d. SITE CLASS - D e. Sos - 1.67 MAX 12131/11 f. Soi - 0.75 g. PEISMIC DESIGN CATEGORY - D 1281/11 h. R - 1.25 i. Cs - 1.33 MAX 01/31/12 j. DESIGN BASE SHEAR - 1.33 MAX W (ULTIMATE) k ANALYSIS METHOD - EQUIV LATERAL FORCE 0301/12 4. WHERE ASCE 7 IS REFERENCED, ASCE 7-05 WAS USED FOR THESE 03.31/TZ DOCUMENTS. 0400/12 5. MINIMUM SOIL BEARING CAPACITY SHALL BE 1000 PSF. 04/30/12 04£30/12 11 MATERIALS 0130'12 1. ALUMINUM FOR COMPONENTS SHALL BE AS SHOWN ON THE ALLOY AND TEMPER 6005-T5, (UON). 013CM 2 2. ALUMINUM SHALL BE PAINTED IN ACCORDANCE WITH THE REQUIREMENTS SET 06'Owlz FORTH IN PART 1-A. SECTION 6.6 AND 6.7 OF THE ALUMINUM DESIGN MANUAL (2005) 06/30/12 0630fl2 3. SHEET METAL SCREWS (SMS) SHALL BE TYPE AB SCREWS. 06/30/12 4. SHEET METAL SCREWS SHALL CONFORM TO THE REQUIREMENTS SET FORTH IN PART 1-A OF THE LATEST ALUMINUM DESIGN MANUAL FOR TAPPING 06/30/12 SCREW CONNECTIONS. 06930/12 5. EXPANSION ANCHORS SHALL BE HILTT 3/8' UKWIK BOLT TZ" OR APPROVED EQUAL ANCHORS SHALL BE AS DESCRiBED 8Y AND IN5TALLED PER ICC-ES 072412 REPORT ESR-1917. ANCHORS SHALL BE PLACED SUCH THAT THE DISTANCE TO CONCRETE EDGE, CRACKS AND JOINTS IS NOT LESS THAN 4 1/2". 07/31.t12 6. WHERE ATTACHMENT TO EXISTING STRUCTURE OCCURS, THE WOOD OF THE 07/31/12 EXISTING STRUCTURE SHALL HAVE A MINIMUM SPECIAC GRAWrY OF 0.49. SUCH AS DF. 07/31/12 7. WHERE SCREWS ARE INSTALLED INTO WOOD FRAMING, THE CONTRACTOR0781112SHALL VERIFY, THROUGH NON-DESTRUCTIVE MEANS, THAT EACH SCREW HAS 0980/12 A MINIMUM OF 1/2" SIDE COVER ON ALL SIDES OF THE SCREW. 1120/12 8. ALL WOOD SHOWN WITHIN THESE DRAWINGS SHALL HAVE A SPECIFIC GRAVITY OF 0.49 OR GREATER. LUMBER ALLOWABLE STRESSES HAVE BEEN BASED ON 12131/12 THE 2005 NDS. 1281/12 9. ALL NAILS AND WOOD 'SCREWS SHALL HAVE THE FOLLOWING MINIMUM YIELD STRENGTH: 12£31112 a. 8d:Frb = 100,000 psi 1281/12 b. 12d:Frb = 80,000 psi c. 14d:Frb = 70,000 psi 1261M2 d. 16d:Frb = 70,000 psi e. 18d:Frb = 60.000 psi 12/3112 f. 2Od:Frb = 60,000 psi 02'28/13 10. FASTENERS USED FOR ATTACHING TO PRESSURE TREATED LUMBER SHALL BE STAINLESS STEEL. 03/31/13 11.UNLESS. OTHERWISE NOTED, ALL STEEL IN CONTACT WITH PRESSURE 04m/13 TREATED LUMBER SHALL HAVE A G 185 GALVANIZED COATING. 06130/13 12. CONCRETE SHALL BE TYPE V CEMENT WITH A MINIMUM,W/C RAnO OF 0.45 0630113 AND A MINIMUM COMPRESSIVE STRENGTH (FC) = 4500 PSI. WHERE CONCRETE IS NOT EXPOSED TO SULFATE, TYPE Il CEMENT MAY BE USED 0861113 AND THE MINIMUM COMPRESSIVE STRENGTH (FC) MAY BE 2500 PSI 030,M3 13.STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 01'31/14 14.REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 40 OR 60. 0381/14 15 BOLTS SHALL CONFORM TO ASTM A307. IAPMO ES REPORT #0115 111 ROOF SYSTEM 1. THE ROOF PANELS SHALL BE AS DEFINED W/IN THIS DRAWING PACKAGE AND PANEL SPANS SHALL BE LIMITED TO THOSE SHOWN. 2. UON, MAXIMUM ROOF PANEL OVERHANGS SHALL BE 24*. 3. FOR COVERS W/0 AN ENCLOSURE, ROOF PANELS SHAU_ BE SUPPORTED BY A BEAM, POST & FOOTING SYSTEM SUITABLE FOR THE PROPOSED APPUCATION. THE BEAM. POST & FOOTING SYSTEM SHALL BE DEFINED WITHIN A VAUD IAPMO EVALUATION REPORT, A VAUD ICC-ES EVALUATION REPORT OR WrrHIN AN ENGINEERING PACKAGE SIGNED BY A P.E. LICENCED IN THE LOCAL JURISDICTION. A COPY OF SAID REPORT OR ENGINEERING PACKAGE SHALL BE SUBMITTED TO THE BUILDING OFFICIAL @ THE TIME OF PERMIT APPUCATION. IV WALL SYSTEMS 1. FOR COVERS WITH AN ENCLOSURE, THE ENCLOSURE SYSTEM SHALL BE SUITABLE FOR THE PROPOSED APPUCAnON.THE ENCLOSURE SYSTEM SHALL BE DEFINED WITHIN A VAUD LAPMO EVALUATION REPORT, A VALID ICC-ES EVALUAPON REPORT OR WITHIN AN ENGINEERING PACKAGE SIGNED BY A P.E UCENSED IN THE LOCAL JURISDICTION. A COPY OF SAID REPORT OR ENGINEERING PACKAGE SHALL BE SUBMITTED TO THE BUILDING OFFICIAL AT THE nME OF PERMIT APPUCATION. V LAMINA-FED ROOF PANELS 1. THE FOAM CORE ROOF PANELS DEPICTED WITHIN THIS DRAWING ARE INTENDED FOR USE ON RESIDENTIAL PAROS AS REGULATED BY APPENDIX CHAPTER I OF THE INTERNATIONAL BUILDING CODE OR APPENDIX CHAPTER H OF THE INTERNATIONAL RESIDENTIAL CODE 2. MATERIALS: o. INTERIOR FACING MATERIAL SHALL BE ALUMINUM CONFORMING TO THE REQUIREMENTS FOR 3105-H 14 ALLOY AND TEMPER. THICKNESS OF SKIN SHALL BE AS SHOWN IN THE APPROPRIATE ALLOWABLE SPAN TABLE. b. EXTERIOR FACING MATERIAL SHALL BE ALUMINUM CONFORMING TO THE REQUIREMENTS FOR 3105-H 14 ALLOY AND TEMPER. THICKNESS OF SKIN SHALL BE AS SHOWN IN THE APPROPRIATE ALLOWABLE SPAN TABLE. c. THE FOAM CORE SHALL BE AS DEFINED BELOW AND HAVING A NOMINAL DENSnY AS SHOWN IN THE ALLOWABLE SPAN TABLE: i. PREFORMED EXPANDED POLYSTYRENE BOARD (EPS), AS MANUFACTURED BY HOUSTON FOAM PLASTICS OF HOUSTON, TEXAS. THE FOAM PLASnC SHALL MEET THE REQUIREMENTS FOR CLASS A MATERIAL PER CHAPTER 8 OF THE 2006 IBC. FOAM PLASnC IS CLASSIFIED AS TYPE 11 FOAM IN ACCORDANCE WITH ASTM C578. d. THE COMPONENTS ARE BONDED TOGETHER USING AN ADHESIVE PROVIDED 8Y ASHLAND SPECIALTY CHEMICALS AND KNOWN AS ISOGRIP SP50400.THE ADHESIVE IS RECOGNIZED UNDER BC-ES ESR-1140. 3. THE MANUFACTURER OF ANY COMPONENT CITED IN ITEM 2 ABOVE SHALL PROVIDE CERTIFICATION WITH EACH SHIPMENT THAT ALL COMPONENTS PROVIDED WITHIN THE SHIPMENT CONFORM TO THE APPLICABLE SPECIFICATION (S) AND/OR DEFINITION (S) OUTUNED ABOVE. 4. THE MAXIMUM ALLOWABLE SPAN, FOR A GIVEN APPLIED LOAD SHALL NOT EXCEED THE SPAN PROVIDED IN THE ALLOWABLE SPAN TABLE FOR SAID LOAD.EXTRAPOLATION OF THE INFORMATION PROVIDED IN THE ALLOWABLE SPAN TABLE IS NOT PERMITrED. 5. PANELS SHALL BE CONTINUOUS IN THE DIRECTION OF SPAN WITH NO TRANSVERSE JOINTS. 6. THE STRUCTURAL SUPPORT AND 5rRUCTURAL ATTACHMENT OF THE SUBJECT PANELS SHALL BE SUBSTANTIATED BY EITHER APPROVED EVALUATION REPORT PLANS OR STRUCTURAL PLANS APPROVED BY THE GOVERNING JUR{SDICTION. THE GOVERNING JURISDICTION SHALL CONFIRM THAT SAlD PLANS ARE INTENDED FOR USE WITH THE DESIRED PANEL LOADS AND SPANS FOR EACH SPECIFIC PROJ.ECT. 7. ALL PANEL EDGES SHALL BE SHIELDED IN ALUMINUM SECTIONS. ALL INTERFACES BETWEEN THE ALUMINUM SECTONS AND PANEL SHALL BE CAULKED WITH· APPROPRIATE SEALANT. 8. METAL PANEL FASTENERS SHALL BE ALUMINUM. STAINLESS STEEL OR ALUMINIZED, HOT-DIP GALVANIZED OR ELECTROGALVANIZED STEEL. Z C GLRP-:£ 1 30 2 133HS 'DU02!Af 'OPDAIN '0 THIS BAR FULL SCALE IAPMO PAGE NUMBER 2 OF 23 6 Z mNOTE TO DEALER, CONTRACTOR AND M BUILDING OFFICIAL: 1. STRUCTURES INCLUDED WfTHIN THIS PACKAGE SHALL NOT BE ATTACHED TO SINGLE COAr STUCCO SYSTEMS UNLESS THE ATTACHMENT METHOD IS SPECIFICALLY DESIGNED FOR "SINGLE COAr 5TUCCO SYSTEMS. - 2. SNOW LOADS PRESENTED WITHIN THESE PLANS ARE EQUIVALENT UNIFORM SNOW LOADS. CONSIDERATION SHALL BE GIVEN TO SITE SPECIFIC CONDmONS INCLUDING, BUT NOT UMITED TO, DRIFTING AND „ SUDING SNOW. 3. STRUCTURAL ADEQUACY OF AN EXISTING STRUCTURE IS NOT INCLUDED 1 69WITHIN THE SCOPE OF THIS PACKAGE.STRUCTURAL ADEQUACY SHALL BE INVESTIGATED BY OTHERS UNLESS DEEMED ADEQUATE BY THE W P BUILDING OFFICIAL 520 4. THESE PLANS APPLY TO MULTIPLE LOADING CONDmONS (WIND AND 1-Lz GRAVITY). THE DEALER, CONTRACTOR OR EOR SHALL -MARK-UP' EACH 00 PACKAGE TO CONFIRM THAT THE SITE SPECIFIC REQUIREMENTS ARE 24 WRHIN THE SCOPE OF THE PACKAGE. D &4 IN PLAIN ENGLISH, THE PERSON USING THIS SET OF STANDARD PLANS -1 21 SHALL USE THE PLANS, SECTIONS, DETAILS. TABLES AND INSTRUCTIONS WITHIN THE PACKAGE TO CONFIRM THAT THE SITE SPECIFIC CONDmONS ARE WrTHIN THE ALLOWABLE PARAMETERS PRESENTED WITHIN THIS SET OF STANDARD PLANS.% AMONG THE ACTIVITIES WHICH SHALL BE PERFORMED BY THE DEALER, CONTRACTOR OR EOR ARE:.&2 * A. REVIEW ALL NOTES TO CONFIRM WHAT WILL BE CONSTRUCTED MEETS THE REQUIREMENTS PRESENTED WffHIN THE NOTES, B. CONFIRM LOADING REQUIREMENTS W[TH THE LOCAL BUILDING OFFICIAL, C. IDENTIFY PARAMETERS WITHIN STEPS I TO VII ON SHEETS LRP-3 TO LRP-7 WHICH ARE APPUCABLE TO THE SPECIFIC ROOF BBNG CONSTRUCTED. D. CROSS OUT ALL ELEMENTS MTHIN THE ENTIRE PACKAGE WHICH 8& ARE NOT USED WITHIN THE SPECIAC ROOF.a= ABBREVIATIONS mm ¢ DIAMETER FDN FOUNDAnON SIT SHEET FTG FOOTING SIM SIMILAR 2== AB ANCHOR BOLT SMS SHEET METAL SCREWS 5== 6 At)DL ADDmONAL GA GAGE SP SPACE (S, ED) ALUM ALUMINUM GALV GALVANIZED SPEC SPECIFICATION, ANCH ANCHOR HGT HEIGHT SQ SQUARE C= & SPECIFIED =2 APPROX APPROXIMATE(CO INFO INFORMATION SST STAINLESS STEEL-'fft' c SAL BALANCE STAG STAGGERED BLDG BUILDING him MANUFACTURER STD STANDARD qll iBM8EAMMlNMINIMUMSnFSnFFENER B.0.BOTTOM OF MWFRS MAIN WIND FORCE STL STEEL- RESTING SYSTEM STRUC STRUCTURE (S, URAL) -8OT 801TOM SYhi SYMMETRICAL C/C CENTER TO CENTER NA NOT ALLOWED T&B TOP AND BorrOMCt CEN1ERLINE NR NOT REQUIRED THD THREADED COL COLUMN NTS NOT TO SCALE THK THICK (NESS)CONC CONCRETE OC ON CENTER T.O.TOP OF OD OUTSIDE DIA TYP PrPICAL NE iCONTCONTINUOUS33 5OH OVERHANG UON UNLESS 01}iERWISE NOTED . .U, fl/, =CTR CENTER (ED) . <m m .OPNG(S) OPENING(S)O.80' OPP OPPOSITE VERT VERTICAL 90 W Z DET DETAIL go I O OPT OPTION (AL)801,2DF DOUG FIR W/ WITH Zm&g&DWG(S) DRAWING(S) PL PLATE W/0 WITHOUT PROJ PRNECRON WS WOOD SCREW S S IN 3 S EA EACH WT WEIGHT RAD RADIUS -.1 0 . coEMBED EMBEDMENT EQ EQUAL (LY)REF REFERENCE / REFER S /1/ i i REINF REINFORCE (11 INC)ES EACH SIDE EXP EXPANSION REQD REQUIRED EXST E)(15nNG REV gi"C•gt. f' 6 g 1 02 95 =%0 0 8 N //3\ -- 5 sle Zagga¤ 13-P S ul,l.17NA * Af=A)#a=%920=2 25,925•¤§1282:*RmFIRE:08=659*92*RES*gARe= STATE £2 0 PHONE: (000) 827-6045 GENERAL NOTES a BY COMMENT FAX: (972) 882-8818 DATE: APRIL 2004X:\TJCAA - Stordard Plons\2003 Projects\30301-UUI, Enclosure STP Eng\LRP Revision 6.00.0 (IAPMO-2011 -08-30)\ MUI, LRP Standard Mon 05/30/11 13:55 andria XREFS: Tjco-bar, TJCAA Stomp List Inse Utoh, .jigiZiiia PRINTED ON 08/30/2011 IAPMO ES REPORT#0115 [APMO PAGE N UMBER 1 OF 23 . ==InETIFILS 11 S f OK 10405 10/31/11 ----•1-1 NUMBER LRP ROOF SYSTEM N 133HS ZICI IU BE S co 34009 11011 BUILDING PRODUCTS At 25873 1281.fll CA S3107 12/31/11 TABLE OF CONTENTS IAPMO EVALUATION REPORT #0115 LO ME 10495 12/3911 %: 'AO MS NC HE OH OR CT LA SO HI 030178 16508 029174 E-11325 64661 t6232PE 85,7 PEN 0025858 PE 003105 9483 PESS 1281tl 1 12/31/11 1201/11 12/31tl 1 12;Sltl 1 11 1 M 1 1201/11 0101,12 malf12 03/31/12 04/3012 SHEET SHEET NUMBER TITLE GLRP-1 COVER SHEET GLRP-2 GENERAL NOTES LRP-1 LRP-ROOF PLANS AND COMPONENTS LRP-2A LRP-SECTIONS AND DETAILS LRP-2B LRP-ALTERNATE ROOF SECTIONS AND DETAILS LRP-3 LRP-TABLES I LRP-4A LRP-TABLES 11 LRP-4B LRP-FAN BEAM TABLES 111 STRUCTURl e 2 e OVIL EYON-; ned,0%9' /1/0.8671 - Ng Emaa. CM O LU E ZFC E3 5 J.0& 111 > -- 0- -2 - R ¥1 - 14.4.i® HlTECRURAL S 1 1 35[YPTE[FOR CC sle¥ E #IMITS Alt LEC 'R]CAL*i; EMBING & I., ' .5 -1........of' I.......,51....LI ./ ID P.@280 0400/12 LRP-4C LRP-SUN-RAY SKYLIGHT (OPTIONAL)'•,i Dl lU' 3¢11 ®itia *PUUmt,all 15EXPIRATION DATE: 12/31/11; 11 imes and If & unlawful 1KS 15484 01/30112 LRP-5A LRP-TABLES IV 404,•1101"•"0 /JEFF :arat *13..0* sam, kilthout wr) NH 10980 040012 LRP-5B LRP-FAN BEAM TABLES V ,0 -OFES S/045;>'.Nki:WiG:»4,-dy Of 8131%2.0 la. clu NG[0 0430112 :ag DO \& g#asof4545200LRP-6 LRP-TABLES VI S *, z DE 14198 05*12 #. b / TpE«E 541/2 d ac 8!8!30*13[# plan and i MA 45542 0GS[112 LRP-7 LRP-TABLES VII A-/e¥All/¥GH 1 z=79!d to pere-,6 nu fibe an app·'0= rri =A- al 'A \23 v.,isi **2*ANY,Ci g Ordinance MN 41532 083012 TYPICAL SECTION & DETAIL NUMBERING SYSTEM 05. ' 4 =12 3,1 g inMT1435506138121/ 2 59+2 1. .1 4447-E OF \641 0*2IONAEKGI '0'G= i· 00 M 52·SC 23776 0660/12 tzz=* *422 Z WV 017455 06130/12 EXAMPLE OF SECTION CUT EXAMPLE OF DETAIL BUBBLE "4",11"t,4,10 25 §5@%1;YOFSAN MD 25455 07/24'12 -DETML LETIER in i .2. & 1 &09* R - SECION NUUSERN 10712 Om·IMZ S-2 -SHEET WHERE SECTION 1 9 ---*A :-...+1.--- TN 00106313 07j31MZ IS DRAWN- E DASHED.MANUFACTURED BY:EliIHILS IST- SHED WHERE SECnON DETAR- 5 DRAWN ON ,L, ,alu iouu/9/ILLE",0/...//--7IS DRAWN.CURRENT SHEET VT 64 07/31/12 IF DASHED, SECTION IS DRAWN ON CURRENT SHEEr BUILDING PRODUCTS 6---94 8 m 3335, 0701112 227 SOUTH TOWN EAST BLVD.2 2 4 ...nirre n 75149 Ul 0 t 006 EXAMPLE OF SECTION CALL OUT EXAMPLE OF DETAIL CALL OUT 27-6045 FAX: (972) 882-8818 1 m 12 2 ENGINEERED BY:24% g gm 4 TX 94362 053012 JC AND ASSOCIANS, |1 2/WEEME".G·rmznmal. Das..II'Dto 1 00013.2 11.112 SECTION /Thu SECnON NUMBER DETAIL /*>C DETAIL LErIER :;11**We=,1 .uwa.-1.-83% AR 13158 1281/12 3/8"=1'-0"S-2 3/8=1'-0*S-2 0 & 9 & 2 5 5% § 6 1 GA PE030159 12£3112 L SHEET WHERE SECTION IS L SHEET WHERE DETAIL IS TAKEN FROM.TAKEN FROM.2 SSNESSS:ta .- IF DASHm, SECnON IS TAKEN IF DASHED. DETAIL IS LA 14953 1201/12 FRON IHE CURRENT SHEET TAKEN ON CURRENT SHEET EVALUATED BY:IAPMO Evaluation Servke A 5001 E. Philadelphia St.=98.3880.0 NO PEa07 12/31/12 < Ontario, CA 91761 - USA 2*:Sk:», LcAT= EXAMPLE OF DIE DRAWING <1 WWW.IAPMOES.ORG taa=&26&# rn NM 11138 1281/12 V# PHONE: (800) 8 N41 FL Ur 008517 55015 3085605· 2233 12G1M2 02/28/13 01/31/13 DETAIL <AAC931> HALF L- DE DRAWING NUMBER FOR COMPONENT 0 Z 5 % 0 m E % WA 28747 0402/13 ECEIVE U KY 24351 0600/IS ' 0 e <yt j.MAY 0-2 2012SNED: 8/30/11 .l -2, Gi, lin l,,4 l,(i, 46 , Irf, 4 9 I 12131/2013 1 . CALW010 \NEER m 8724 060013 - 2 VA 011536 C831M3 OCT 03 2013 PA esl 05,30t13 \:442*352AL XXZB 030144 2 City of Santa Ana NY 080138 0381M4 REVISED 0&'23·11 j f