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HomeMy WebLinkAbout96-6128 -- BUILDING PERMIT '7tf ;-/ ~ CITY OF ZEPHYRHILLS (813) 788-6611 Permit N~ -6128',E Date 9-;)7--71.r I/f). PD BUILDING u - ~'-v ELECTRICAL d-O - (.1'(:) PLUMBING MECHANICAL Sewer Conn Water Conn: pmpertYowne'_~ J1:27 -i1!:l!~'l Job Address:S 0 CJ _ '_ _ L1~_ Parcell.D. # J I - d. 6 -;)/ - 0 d / 0 - tJ....tJ r~) cJ - ~D 6 0 Water Meter: T,I.F::s: Zoning: Energy Co~e: ~ Radon Gas: Description of work7~ -"~'~J_ 1~1...- t:l --t~ / ;:7 NO OCCUPANCY BEFORE C.O. FINAL C.O. Complete Plans, Specifications and Fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. Inspector DATE ~ City License Registration # State Certified License# 77 p~'mit Fee I;;j -: ~ Slgnatur~ ' Company Address Telephone# Valuation or Contract Price (1.~-r- BUILDING ,~~ 1Znv~ / 'i 6 J ,---- ~~ /~~I/b ELECTRICAL PLUMBING MECHANICAL SLB I~" 3 -t$~ g Tub Set/i)' Y IJB~CJ Water Sewer Final Breakers I ~ Ducts Insl. , b! ,/ l ~u.....-- Compressor Final Tp. Serv. Rough In Meter Can Const. Pole Pool Pre-Meter Final Ftr. Pre SLB Lintel FRM. Insul. CL WL Driveway REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a charge of Fifteen and 00/100 Dollars ($15.00) shall be made for each trip for each trade: a. Wrong Address b. Condemned work resulting from faulty construction. c. Repairs or corrections not made when inspection called. d. Work not ready for inspection when called. e. Permit not posted on job site. f. Plans not at job site. g. Work not accessible. The payment of inspection fees shall be made before any further permits will be issued to the person owning same. ,Office Copy' CUNNINGHAM CONSTRUCTION CO. Residential & Commercial Certified Building Contractor "CB-C043833 Certified Roofing Contractor "CC-C048479 12152 Fort King Road, Dade City, Florida 33525 Phone" (352) 521-0955 (813) 780-1540 Fax-(352) 521-0598 PROPOSAL-CONTRACT Name; MR DON R. MARX P.O BOX 790 ZEPHYRHlllS, Fl. 33539 (813) 788-5426 Job Name; DON'S CORNER 5009 GAll BLVD. ZEPHYRHlllS, Fl 33540 (813) 973-9103 We at Cunningham Construction are pleased to offer for your consideration the following Proposal for the construction of your project located the above list~address. :;:" -f: SCOPF: OF WORK. "EXTERIOR & INTERIOR RENOVATIONS ;"'.11' ~ A " '11 SEE BID ITEM REPORT (FOR t\LL ITEMS FURNISHED AND INSTALLED BY CONTRACTOR) . PERMITS (CONTRACTOR) The Contractor will furnish all necessary permits for the construction for the above listed project, The allowance for the construction permit for this job is $ t 50.00 (Dollars). Note! Sometimes, The Building or Fire inspectors demand MANDA TOR Y Code changes, TheY,are NOT the Contractors Financial Responsibility since the Building Department Approved the Orginal Plans & Issuedithe Permit Based on them. Additional cost are the Owners Financial Responsibility. CONTRACT (START & COMPLETE) Contractor will start this job on or about 09/23 11996, and will complete this job on or about 10 110/1996. Owner (s) understand (s) the start I completion dates specified are subject to revision in the event that this agreement is not accepted and signed upon presentation. SPECIFICATIONS; PLlMBING as BID H, A Bid of $1650.00 as allowed towards the purchase, tax, delivery and installation of all items listed on the bid # 1331 "Rust'ys Plumbing as specified by owner .(AII extra work will require a change order from owner to plumber). ELECTRICAL as Bid A Bid of$ 2,880.00 as allowed towa~s the purchase of all electrical items bid,fixtures, including tax and delivery where applicable. (All extra work will require a change order from Owner to Electrician). . f . . LANDSCAPING ALLOWANCE No Landscaping (Owners furnish ). ARCHITECTURAL PLANS(sealed drawings) An allowance of $250 . CENTRAL AIR CONDITIONING SYSTEM No Central Air Conditioning system bid by contractor. WALLS AND FRAMING Provide wood, nails, bolts, screws, framing anchors and other items and perform rough carpentry for the construction shown on plan, as specified herein and as needed for a complete and proper installation. Walls to be framed for door and window openings as shown on plan. INfERIOR PAINTING Apply Two coats of interior latex paint on all interior Back room areas & One coat to all Front areas. GAS (owner furnished) Provide a gas distribution system connected to the street feed of the local gas supplier. Install connections and fittings necessary to supply the Building, and in compliance with State and Local codes. SUSPENDED CEILINGS Install standard white acoustical ceiling tracks for the installation of suspended ceiling with tiles sized as shown on plan. Suspend track from ceiling joists with ties as recommended by manufacturer. CLEAN-UP Contractor will remove and haul away all construction debris from the job site at the completion of this job, and leave the job site in a broom clean condition. All material removed in the course of alterations shall be disposed of by contractor except those items designated by Owner in writing (note) prior to job start. Any yard repair, leveling, backfilling, or replanting will be done by the Owner unless otherwise in this agreement. COST; The Proposal Cost for all listed items from the Bid Item Report...............................................................$ 18,430.54 PAYMENT, Payments will be paid to Cunningham Construction as listed as listed below. Payment # I. Upon acceptance ofthis Proposal Contract a Payment draw of 15 % will be due... ...................$ 2,764.58 Payment # 2. Upon start of Framing After Concrete completion a Payment draw of 37% will be due............$ 6,819.30 Payment # 3. Upon the Installation of exterior Walls & Aluminum insulation & caps Roof system a Payment draw of 370/0 will be due........................................... ........... ............. ...... ............................................$ 6,819.30 Payment # 4. Upon installation of all items listed on the bid item report and Final inspection from the building department a Payment draw of II % will be due....................................................................$ 2,027.34 CANCELLATION (BUYERS RIGHT ) I f this agreement was solicited at your residence or business and you do not want the goods or services, you may cancel this agreement by returning all contractor furnished drawings, specifications, and proposal by mailing a notice to the seller. The notice must say that you do not want the goods or services and must be mailed before midnite of the third business day after after you sign this agreement. If you cancel this agreement, the seller may keep all or part of the down payment, not 'to ~xceoo the lesser of five percent (5%) of the cash price or fifty dollars ($50.00), for administrative cost. I I WE, the undersigned, und~~nd that acceptance ofthe above Proposal Contract and authorize Cunningham Construction to supply all foqs(ruction ntract items included with this Proposal Contract, Bid Item Report and Drawirts as needed foftl{e <<bove p ~ect, All materials, labor and items will be furnished by Contractor. " I '\ ,/' , /,' . /, ,,' /"-/ /----,("1','; '. , /, ~.....' ---.;.-'O;-..I.::--;;.------L--f--l_....:..L.._4::.~i__" trady Cunningham, " er ..( / " ~l^, (~fftfJ. ,'/ -------------------------------.-------------- Accepted:ff:, J: . / J) '':>/ C~b Date : /1 C. / I ....owners signature..... .0 t! l. If 1;1. --------&1~~:.~.:--L--~ldi-...--- j,. ... .owners sIgnature........ DON'S CORNER ... I u. 4' \ co 16 ~ ro "8 6- ..... (,) % 12QL.ocMe~ ~ ~loP ~ ~N.AJL ~ ~ @ ..... ~ ro 6'9 - ro Hood C") ... ~ L I, ?~~lY ac(!77vC co en 5'9- Storage 20'8 41 ~ / .(,'P'; - . . , , DON'S CORNER 5009 GAll BLVD. POBOX 790 ZEPHYRHlllS, FL 33539 ~"tl' SEe II , TW1? 265., RNG. 2/ E." i, .I !f - CONCRETE BUMPERS ABUT NORTH PROPERTY LINE " N. . .. \ \ \ w. E. s. '< to Sea/III/"""'30" ~ \ \2 I~ ~ ~"A r04c:1 'a"Ncr ~'=' ~ ~ i ~~ ~...t: NEW P A V,E MEN Tor RES U R ... . FACING.. . "HA.~,DJQ~t. PARKI Net J1( A1\f~' lii.d lor TR E e: BUfF~R~ '~R EAI ,e So. Ave'. 2.3. 5 "Aorp^, A SURVEY OF:., Lots 6 and 6-A, Block 208, 'CITY,OF ZEPHYRHILLS, as recorded in Plat Book 1, Page '54, Public Records of Pasco County, Florida'. FOR: 'John Nesselhauf DATE: June 10, .1985 ORDER 116221-ZH CERTIFIED TO: sUn Bank of Pasco County tHEREBY CER.TIFY mAT THE SURVEY REPRESENTED HEREOlI MEETS OR EXCEEDS mE MINIKUK STANDARDs ESTABLISHED PUR.SUAlfI'. TO CIIAPT!.. 21 HH- 6. FLORI DA _ . AmmfISTRAnVE COlE'. , , c. ~Jfed q),ud. lUId ~3$OCiflttfJ.I,.,c. SI. P~/~nlJu'V - Z"plJyrIJill, C8rfHi8d a. 10 Surv~y. ., ,. ~. ~~J u: ~ n StIn?.YW'4 RtIg'n. ~ 9/2 FItJ,lda En{/III... R8gJ,. NZ.'/~'~,,::' Dwa.!Jy: J/. oJ ^'f.. ' CItd.lJy: . !,! ~ ~ fj ., ~ ~ r u ~i r: ,. r~ .1 I ~ ,! r< ~ I I i ,. il ~ APPLICATIOB FOR PDKIT CITY OF ZEPIIYIlIIIu.5 BUlLDDlG DEPAIlTHEBT _'S __ ~ K,zrLl. ~ 'M~'\l PIIOIIIl _'S ADIIUSS $mq L lSLlJ"il?. 2~P"feJ/.L/L' JOB ADDRESS ~~f)9 G;..A{.,(_ ( 6Ub..) Z~~- LEGAL DESCR.IP'1'IOB: I.OT(S) PARCEL I.D.' t -z.,(g-2.J-eOlO-- BLOCK SUBDIVISION won PROPO:;ED:~ew Coostruction ___.Jlepair _Install --1Ji8ll --.-JIove ----Peaolish _Induat. ~wia. Pool ~/H ve;ther ~Dl2.-'~2 -32 sr. PROPOSED USE: ~ina1e Feaily /eo-erCial zJ? S1==, ___.Jlestaurant Ii Health Departaent Approval ----It/ F _' of Units DESCRIPTIOB OF WOlU(: 2- '1-..... 14 BUlLDDlG SIZE: 4 X "X d ) Ie, 8!;; .32-) f) Square Feet,' .'.. ' Height llBSIDBIITIAL: ATTACH (2) PLOT PLABS Ii (2) SETS OP BUILDING PLAIIS Ii (1) SET EBBIlGY FORMS. COItHEIlCIAL: ATTACH (3) SETS OP BUlLDIIIG PLAIIS Ii (1) SET EIIBIlGY FOBHS. PROPERTY SURVEY IlBQUIBBD FOR ALL NEW COHSTRUCTION. . PERKITS REOUESTED bUlLDllIG j lU.RC'l'lUCAL bClWf1CAL Ln~~G $ Valuation of Total Construction AHP Service Florida Power Corp. W.R.E.C. $. Altk- Valuation of llechanical Installation GAS IlOOPIBG /Fraae ~teel -.JiPECIALTY TYPB ()P OOBSUUCfiOB: --Block Other t'IIJISIIBD FLOOll ELBVAnOBS~ IS PROJECt IIi FLOOD ZOBB AREA! ~ YES QY .......................................... Fl. I (p11:UUIB. OOBTRACTOIl SBCTION OOHPAIIY CUM &..-If; State Cert. or Regist. . City License Registration , .................................. o ~ \\ \) 'RuII.DKIl Signature .? Signature COHPABY~ ~k' t=-~~L State Cert. or Regist. . City License Registration' /4(0 I ............................~.........~~ "f(U.0+- S t' \ l~ b'( COIIPAIIY tate Cert. or Reaist. . C License Registration . .........a*****.......... / ~~ ~ ~ABY State Cert. or Regist.',.(l 'd;( {) Sipatur--- u - ~=;.fJ -: -~ City Liceose lleaistrati"':;'u~~ - . .......................................... OTRRR COHPAIIY State Cert. or Regist. . Signature City License Registration . .......................................... APPLICATIOII IiPPlOVED iy PDKIT OPFICER. . CONDITIONci OF PERMIT AFFIDAVIT A. NOTICE OF DEED RESTRICTIONS · The undersigned understands that this perIIit aay be subject to -deed restrictiOll8- wbich lilY be lOre restrictive thaD City' regulations. Ibe UDderaigned asaUlea responsibility for COIpliance w1th any applicable deed restrictiODl. B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES If the owner bas hired a contractor or contractors to undertake work, they laY be required to be licenaed in accorc1aDce with state and local regulatiODl. If the contractor is not licensed as rBlJUired by lalli, bOth the owner and COIltracW laY be cited for a lisdeJeaDOr violation under state law. If the owner or intended contractor are uncertain as to wbat li~ensing reguireJeJlu laY apply for tbe intended work, tber are advised to contact the City of Zepbrrbills Building DepartleDt, (813) 788-6611. PurtherJOre, if the owner has hired a contractor or contractors, be is advised to bave the contractor(s) sign portions of the -Contractor SeCtiODl- of this application for which they will be responsible. If you, aa the owner sigB as tbe contractOf, you are indicating that you, rather than the contractor, are responsible for the work. If the contractor wishes you to sign as contractor that laY be an indication that be is not properly liC8D8ed and is not entitled to peraitting privilegeain, the City of Zepbyrbills. C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES D. CONSTRUCTION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED) I certify that I, the applicant, have been provided with a copy of -Florida's COI18truction Lien Law - lIoIeowDer's Protection Guide- prepared by the Florida Departlent of Agriculture and ConaUllet Affairs. If the applicant is 8OIl!OD8 other than tbe -ownerM, I certify that I have obtained a copy of the above c1eacribed docuaent and ptolise in good faith to deliver it to the Mowner- prior to COIIIlIlcelll!llt. E. CONTRACTOR'S/OWNER'S AFFIDAVIT I certify that all the inforaation in this application il accurate and that all work will be done in COIpliance with all applicable law8 regulating construction, loning, and land developleDt. Application i8 hereby Jade to obtain a perlit to do work and inatallatioo as indicated. I certify that 110 work or '. inatallation baa c08el1Ced prior to iuUOIlce of a perIIit and that all work will be perfOIJed to .et 8tandards of aU law8 regulating conatruction, City codea, loiling regulatiOll8, and land develO(lleJlt regulations in the judacliction. I also certify that I understand that the regulations of other goveI1IIIl!Iltal agencies IaJ applJ to the intended IIOfk, and that it is IY responaibilitJ to identify what actions I lust take to be in COIpliance. Such agencies include but are not liJited to: A Deparuent of Invirolllelltal Regulation - C,preai BaJbeada, Metland Areas and InvirODJeDtallf Sensitive Lands, lfaterjlfastewater !reatlent A Southwest Florida Mater Nanaguent District - llells, Cypreaa Baybead8, Metland Areas, Altering Matercourses A ArIY Corps of Engineers - Seawalls, Docb, lavigable IfaterwaY8 A Departlent of Health' Rehabilitative Services, InvirODllllltal Health Unit - Mells, Mutealater Ireatlent, Septic lanks A US Invirouental Protection Agency - Aabeat08 abateJeJlt I also certify that, if fill laterial is to be used in Flood loDe -A- or MA,etc.., it is underatoad that a drainage plan addressing a 'COIp8D8ating vol..' will be sublitted which is prepared by a professional engineer regiatered in the State of Florida prior to perlit issuance. A ~Iit issued shall be conatrued to be a license to proceed .Ith tJae work and IIOt Ii autboritJ to violate, cancel alter, or set aside any provisions of the technical codes, nor shall il8uance of a perlit prevent the Building Official frOl thereafter reguiring a correction of errors in plans, construction, or violatiOlll of any code. Iveq peralt il8ued aball beCOllJ invalid unless the work autboriled by such perlit is COMePCed .ithin sillODtbs of issuance, or if IIIOrk autboriled bJ tJIe pel'Iit is suspended or abandoned for a period of aillODtbs after tJIe u.e tJIe work 1s COIIeDcecl. cme 90 day utension of tile, IaJ be allowed for the perIIit with fee charge of tI5.00. Tbe utensioo sball be requested in .dting to the Building Official. In approved inspectioo lUSt be logged during each 8il 8th period, or the project will be conaidered aballdoned. WIlliG 10 OWl: YOUR FIILUU 10 UCOID llOIICI or CC8BlfCllllllIIIY iiSULf III YOUR PIYIIG IIIICI POI 1JIPJlOVBIIIIIf8 10 YOUR PBOPDIY. IF YOU IIIIID 10 OBfIU FIIlICIIG, COISULI IUrH YOOIl LUDIR 0I1111fORDY IIICOIDIIG YOUIIIOIICI OF aJIIBIICBHDI. JOBS UlDD '2,500 II VILUI DO 110I IUD to DCOIID lID POSI.I -IOfICl OF · 91G11ruu~ ~W Sflrl OF rWIUDA /~ coum OFY a..d-<1~,) The foregoing instrument was acknowledged before lie this.;(~"" Si:P7 , 19~ by ~/l12 <;~~/-U:i;V~A..J :~o -f~_~ly 0 .e or who has as tification and who did did not ~ e an . (S~ure) 0v7?75/r ~~)F) /-hJJLJiJ (Raae Typed, Printed or Sta.ped) ROTARY PUBLIC /~llIJth. 8obb/e 8. SwItIInd ~"f ~ ''f~ MY COMMISSION I CC534927 EXPIRES ~~.. . = FebruaJy 22.2000 ..9f"r,I BONllEOTlfRU TRO'ffAlHlIISUIlAMJe, INC. , SflTI OF FLORIDA /.9. coumOF . ~ .. 'l'he foregoing 1nstrument was acknowledged before me this ~)/~~~, 19~ by ~l)Al K /77 192>( wbo'.,' person~lly ~ow.n to .e or who has produe,d I - /f 0 as' d who d' Id Dot ta ~E~~~~~. .J.Si@ t ' ~ :';::r c5. ~_~~./crA/.1A (0 (Rame Typed, Printed or Stamped) ROTARY PUBLIC _<#<.f~, BobbIlI S. SW8dand t..(Ji.'\-1. MY COMMISSION' CC634927 EXPIRES ~~..~~~;..= FebnJaIy 22, 2000 -'7f..'if"r-.rt-'- BONDeD THRU TROY FAIN INSURANCE, INC, .' -. .--'" .- -...... ~ .........",....' .< ,-- eSe/OJ -~b r rR A.lJ( .'.NO AlLilollN LiLA SCREEN, ......N'!i. ~ ClJo.SS wJ..U. SU DHAJLS Sf.:cn~ 2 CR ~ o crN TtR LE!X;(R F1E:R <!> 2.:<6. JOIST HANGrn [,A,C;H ENO @ BRlOONC 43' O,C. HOST STRUCTURE 5/8' pt ywooo F A~ GRAIN PERPtNOIClJLAR TO ..oST E?S wALl PANEL 3/'. pt.,.-*XlQ D(O< 1 1/2" x J- x o.~- / R"::CfJIt,NG CHANNH . 110 x '/2' 5.1.l.5. 0 IS. o,c. loIiN. 1/'" x 1 1/2. LAG SCREW wi 5/a- WASHER 0 24. O.c. COMPOSlTE PANEL WALL TO WOOD DECK 3/" Pl"'-NOCO I)( 0< "" AlI.'\.l~UI.l POST Sf.:E TABU: NOTE: " 'MOn-i (VARIES) l " ' 3 1/2' CONCRETE SlAB 3/8',0' oo..T AlTERNATE PT PINE POST LEDCiR $lJ~ORT l. ALl. '''''All. FRAJ.r,HC 15" O.C. (EXct?TICti: 2'" o,c. FCR 'K>OO STORAC:S:: RC<<oI) 2. PlE:.R POS T 0..'" B( 00.. TED TO SLAB OR ~TiNUI)lJS F 00 7ER OR H A \;{ ISQA TED ~C?ETE FOOTER EACH ?1ER SH OCT~l NOT1:: crNT(R SlRlNC:S::R RtOUlRfD (toll Y IF' OCPn.; CF D€O< EXCEEDS 10' HURRlCANE A.'1OiOR EAOi ..os, TO ctNTER SIRIN<:<:R TYPICAL WOOD DECK P.zl' wew:o 5c?'(',yS w/ ~/~o WASi'ERS 3 P(R PANEl. / .l.l.IJI.CNUIJ Cl)V(~ (Sf.:~ cc..'NECnCN to HOST STRVCTVRE) \ 20x'0 ST\.JOS 2 ~T'ERNAl l'$ ~ RtCD~ O'.ANN(L - 2 1/" ()(.u.lEiER OC\. TS EACH ....."<CU: , f1 Ox1 1/2. $).1$ EACH 1J.KU -- Ht"R~o.."'E ANCHORS AND Al TERNA TE SNOS TIY AND 90TIC.. 2"x" TOP :>I_~ IT ? . T P"oN( AFi>RQ\;{!) 9t:lNC ~s RtWRtD 1/,ox3" BO...TS OR T-80...TS I'<TO ~c. 9...l.8 02,0 C.c. '''''1 1/S"x' '/2" wASi'ER'S s AllJl,(lNULA SEAJ.l rR~j,QNG iNTO CORNER ~ \;()OO rRAJ./ED uTIUTY SHD OCTAIl. ______ PT. 20x'" 5"x6" - lOxlO ww;: t 1/"xl" LAG 8O..T 2 ~ POST ,/,' i1-\RV ecu (1) AlLI\lINVW CAsr.NC POST .1ooxJ.xO. 125' 1 / ," I.IASCNR'T' A. '1o-t<:.R 2/ POST iNTO CONCRETt SCRUN RroJ Z 0 POS T J.J-IO 2'-0.' OC. , /4"'2" LAG 8Q.. T 2 ~ POST ,'x.2' TIY A.'It) BOTTCJ.l PlATt. ~... 2' C.c. POST Z'xl'xO.OHo EX1"R. 110-.1 1/2. S(;;REWS 31 POST UlN. TCP .....'10 eOT. '/4' I.IA$CNRY AN~ 2/ POST INTO. CONCRETt ~ ROC>>J 2 0 POS T .'.No. 2'-0." o.c. ALUMINUM SCREEN ROOM UNDER WOOD FRAME PORCH ALUMINUM CONVENTIONAL CONSTRUCllON PORCH POST CONNECllON ~- 30...T SH T",eLE . --- u-cup LAG SCREW sa TABLE 2' x 5' CR 2" I 80 o IS" O.c. POST TO \YOOD DECK 3/,0 P~ y~ D€CX ~"'- l-4. G so;:e:ws I ~ $E:r TA&.[ I \' x 2" CHA."NEL ;:. x 5" ~ 2" x e" ~ ~ 15" O.C. JoG ~ws s.::r iA3LE SCREEN ROOM WALL TO WOOD DECK AL TERN'" T'E POST: I~ ~XJO DE:CX CR eoJ.l ," x ," P,T.?, "" ~ /' FOO AllAliM.:\A RCQ" N @ VlR(;lN S(lL e 16.116..'. ~c. PAD to so Las. 2500 P$l CONCRE TE o RE?lA em soo. ~ 1/"x2 1/" (pANS/ON SOlT 2 EACH ~R BAse: ISOLATI.D FOOTER ~ -"UOWABLE Lo.l'l)$ ANO l.IAX.. LOAD AREA FOR ANCHC(<S ~ INTO 'M)OO ,CR OPEN BulLOINC'S All.owA$U; lOAD / !.lAX. lOAD AA(A (5...) 0 120 foI,?.H. \'mO LOAD I ~ ....'lOiCRS 1 2..10 O/A.VE TER ANCHORx El./&Ol.lEN T 1/'" I ,. 26-4//1.10 5.F. 528//25 So.. 1/40 x , 1/2. .109'$1/19 S... 7921/~ 5.F. 1/'" x 2 1/2' 6601/31 So" U2o.l/6:3 $... 5/15. x l' .101211'~ S-F', 62'1131:> 5." 5/16" x , '/20 ~/122 S,F. 9JQI/'5 S,F, 5/'6' " 2 1/2. 781:i1lJ7 S.F', 1,5001/74 5... 3/80 x ,. ~6Ii17 S.F', "211~ 5." .10/8" x 1 1/2' 5~1I25 5.,. 1,06el/51 S,F. 3/80 x 2 1/2" 8901142 S.F. 1,781:i1/85 5.,. ........~ INTO CONCRETE FCR OPEN B1JllDlNGS AlLOW.l8l! LO.A.D /I.lAX. LOAD AREA (S.F.) 0 120. IoI,P.H, 'MNo. lOAD I ~ .....'<01~' 2 J OlAl.lETER .'.NCHORx EJ,.l6(Cl.I(....T 'I'" " , 1/2' 75711~ 5.,. 1,514//39 s.F'. 2,27'11'08 S.F. 3,0281/144 SoF, 3/8' " I 1/2. I,O~/I5() S.F'. 2,1141/53 S,F, 3,17I1/1~I SF, ',228//201 S.F, 1/20 I 2 1/4. 1,44.101159 5.F. 2,~111)7 S.F. ',3291/206 5.F, 5,7721/275 S." THROVQ.; sa. is POST TO 8(AM FOR OP(N BUIUliN~ All.Cw.l8l! LOAD II.IAX. LO~ AREA (5...) 0 120 jJ,P H. 'MNO LOAD I r:F AN01~ , 2 3 O/A.VETER ANCHOR:.< (LD<GTH - POST THIO<NESS + lit') 1/'. I \+1/2' 2,3-5eII"2 5... '.7'2//213 SoF. .3/8" x (+1/2" 5.J(;(;#/252 5.F'. '0.,60011505 S.F, 1/2" x (+1/2. 9,'261/H9 51". ~ 7?2IIYJ s." 1,~'I5() 5... 1,1881/57 5.., ',~1f75 5J, l,981:i1/9' 5.', 2,54011'26 $,F', 9~/1+5 5." 1,248//59 5.F, 1,4C41167 $.F. ',8721169 S,F, :U~II11' $,F', 3,120.1/148 S.F', ',~I/~ S.F, 1,'2'1/63 S.F', 1,6021/76 SF. 2,1361/102 $.F. 2,57CI/167 S.F'. :3,5001/169 S.F, , 7.06J!c11~ 5.F'. TA8t! 1: lolA-X. RCQ" ~A FOR ALUl.llt~\A POST FOR A HOO<X: P0<Oi FOR All.01t'-"8t! ROOf AREA IJY.: "~A" ,. S x (W12 + O.H.) E:V.lolP1.L: ~- ; , w . 12'. .!t O.H. +- 2' n-iUS: "ARrA' . 50 SF POST Tl'f'( I.IAX. AUOllf. RO<:F AREA FC(< VARK;w..;S T'r?f: POST IN SF POST HeT POST lO.x , WALJ<(.N UP TO ~ I/SF & 120 Io(?!; 'MNO L. 30._3.xO.~O'...RDU. F~ED.._________ ;- 9" 8,760 t67 .1o.x_3"'xO.06-O' _SCAU!YfC'_______________ 10.'-10. 10.,000 190 3.x5,_0.90' _T\!~' 1"-10.' '4,e50 277 3"x_3"', 0.125" _T\!8(.______________ 11'- 8' 19,'40 &4.10 ,'x_,', 0.,125' _T1J8(.~___ 1~'- 9. 25,190 ,S~ , All.0"" ~.3 T-5 .. AllO'!' .101~ H15 J ,r 1 3" x 3" AlL/Y. POST OR tb 4' x ," P.T.?, POST .N CAL V, POST ........CHOR AND '-'I'. x 2-1/4" TAPCU-< .3-1/2' SlAB 2 ~ BAAS EAo-i WA '!' IJ AXlIJl..'4 uPUF T I 15'xllS' 2' 'xl' 0 ~.~. , POST TO CONC ETE PAD DETAIL POST TO SLAB DETAIL NOTE: NO rOOTING RECVRtD EXCE:.?T 'liHEN AOORESSlNG EROSON 2'-0.. UlN. lAIN. 2500 ~ C(t.Ic. WI BUORE SlWE 6x5-'ex,O W.W, l.IESH OR nBtR l.IE: SH T'T'?1CAL ~I(: f"E(R ~ ~n: OC(S /lOT REWllf: w:t ~ F'LA T SlOPt I NO F'oonNC 0. - tn ~ ~ Q ;eV' ::I cz::; :1 wig ~g is ~a 0..1:\. t;; ~~ g~ ~ I i5~ c)l/l ~ W i3 l..IQ - u ~<aJ ~g ~ ~ VIi:: -0 u ~ Vla.n gi <i ~'" ~o@ U'j~ 9 ~"? Br.b! ~;( r:5...OO D~~ 8u: a:l i5~ ~w~ :t~e:i. ~3 ~~j 5?c~ ~ ~w ,-,,,,0 Cu ~ Q.u ii\<.).... cz:zg 0( '"'z wzw 0(- zoo( Dsi:: ~g~ 0( VIi;; 'i!~... >-0.... g ~~ I='ou .,.,:i1;o a:l ~cz: ...; N"'; 0) 2r- :::>z ZW ~:1:~ LU ::> Q. 0: ..J 2 ~ <0 000 :> z..... 0:< t; o~ 0- o~ :!:(2 u. ~ ~ ... g~ j; ~~ ~ ~~ ~~ ~~~ i!~~i~ ~:;:~~" zoor~"~ 3gg~i! !i3. q~'j~ rd!J Q. Q. .... , Sl->TI T 1 q] CF q] EDC( SEAM FRONT A.'IO SlOe: oon~ RAllS A TT A01EO TO CO<~ T( ~ 111 1/"":<2 II"" I./~R"" C(J10< SC:T o 6" FRC1.4 EACH POST A.'!O 2." O.C. '-lAX. ""'10 WA1..LS A I.IIN. ," FRC'4 EDC<: a: C~~T'i: 1":<2"..00<<" OPEN SAO< A IT A01EO TO fl,<QH P~S T .....11-l 110 J( 2" ~S '-lAX. 6- FROIA EACH P1JRliN AND 24" O.C. SlOE: WAll. HEADER ATTAO<EO TO ," J( 2" J( 0.0.<<" 00 &TTIR ""'1"" I.IlN, 2 "0 J( 1 1/2- SMS SlOE wAll. P'JRUNS A TT ADiED TO ," J( 2" J( 0,0.<<" QP€N 8AO< ,...11-1 1.11/01 2 110 J( 1 , /2" SMS IN SCR("N 80S~S FRCt1 T .....ALL P1.JRUN TYPICAL CORNER DETAiL · - 1/4".04" LAC BOlTS fRo d W/1 1/04" FENOe:.~ WAS!-1e:RS' PiR .' PA.'1U ACROSS lr1E: . _ __ ~T A.'IO 2". 0,0, AlCt1G l SJOES ('II'ALi<-Ct<) ----r- / ii1l_____ 2" J( 2" CR 2- J( ,3- HOlLOW u~ Sc:c: S? AN T ASU: HE AD€R DiAiR P..Ait ANO KlO< Pt.A T( ~ ~ 2".2"x1J.~~" HOllOW RAJI.. POST ATTAQ;e:D TO OOTTc..~ W/IoIIN, 3 ,,0 . 1 1/2. ..... ./' IN so;:(N 80$$<S ~ 7 ~ .e.. ... " . ,/". J( 2 1/04" /./ASCM<Y . . .' .. A.'<OKlR' 0 S- FRO,j EAQ; ,. · ~T AI'O 2". O.c. lolAX'.. TYPICAL UPRIGHT DETAll ALUI.4INI..il.A COvt:R OR 3- STRUCnJRAL INSl.ILA re:o ALUI.4INL;l.A HE:.4.D€:R A TT ADiED TO ?OS T NIIoIIN. 2 ,,0 . 1 1/2- IN ~EW 80S~S 2":<2., 2-,,3", O'l 3":<2" HOlLOW sa: S?A.'1 TABLES FOR SNNJ EXTRlJSlCNS OiAiR R.AJl A TT ADiED TO PDST '141 \lIN. 2 #10 " 1 '/2" SMS iN ~W 80SXS 1" " 2"' " 0,0.<<" !YU' SAO< 8OTT~ RAIL ANDiO'l I" " 2" ..0.0<<" ptA Tt TO C~CRET'i: ....,111 1/"" " 2 1/2" iXt<~TE: AN0-lCRS 'M11-11N S" a: EACri $JOE: CF EACH POST 0 2"" o,c. lAAX. 00 TrlROJ~ ANCLE: 0 2"" O,C. loIAX. \olIN. .3 1/2" su.B 2500 P<;il WiC 6<6-10,,10 W,'/I.I./. ~ F18(R l.IESi-1 2"' " _ EXTRVSI<:N ~R TABLE .3 110 " I" ~S INTO ~N StOTS 1" J( 2" :e:XiR1.JSl~ 1 1/8" l.IIN. IN CCN~Tt POST TO BASE AND POST TO BEAM CETAil 2" " 2- ~ z: " J" CR 2" SMa POSf A.'1DiO'l I" " 2" ..0.0-4-4" PUTE TO ~CR(Tt ....,11-1 1/4" x 2 1/2" CWCR(IE AN01CRS~TrlIN 5" Cf' EAeJ-; SIO( Cf' EACH PDST 0 24" O.C, lAAX. ~ TrlROJDi ANCLE: 0 204" O.C, l.IAX. I./IN, 3 1/2" StAB 25:0 PSJ 5<6-10,,10 'N.'''.I./. V< F:~R 2" " 2" J( 1/8" """GtE EAOi SiC( / ATTAOi TO POST ,.."it) CWCRETE A T LOAD 8€ARING '''''ALL .111111 I 2 110 x 1/2" $).IS EAOi SJC€ ~ 1" < 2" EXTRV'51Ct< -t/1 1/8. 1./1'1. IN C~CR<: T( Al ER,~A fE POST TO BEAM AND PLATE TO CrJNCREE DETAil 2-"__ 8(....... SH TABU: 4 ovt:Rl-l NiC V A!~J(S -.r- 2'-0" 1oIAX.. I -W" iL'.X. ~.J ,." r I -H" .3 1/2"' S<.A8 ~ GRADE: ~ RAism FOO i1NC Tl'l"ICAt GtASS ROC-l.4""fH sctJO ROC*", Ti'?ICAt FRCflT V1E'if FR,...IolING . (H(t01T a: UPRl~T I'S I.IU~ FRCY flY Of' ,"<2. PlAT( TO OOTT~ ~ WAU. 6VJol) ,lLU loI1NUIool "'" a:: 2 u ~ a:: >- '" <.:> z 1= '" x "'" 2" ,,_ SV.M ANO CQUW1S LlAX. C()luw;s, S? ,iCING SC:E: f A.eU:S TYPiCAL NOT(S; I. AN01~ ," " 2- ~N SACX EXTRVSlOo< 'IoIit1 TAFCON 1/04" " 2 1/". LENG111 O'l EOlJAl MAX. Ck 2' -0" O.C. ANOi~ fO*.lU 'M111 1 I/Z' "0 $l.lS 'ldTrl WASHERS 2'-0'" O,C. $?ACNC A.'!OiCR 8E:A..Y ,1..'10 CQI.;"'N (NEE 8EAM '101111 ANOCCR o...'PS ANO '10 SCREWS AND WASHERS 2. ~1N.. SLA8 THO<NE:S'S FCR StAB ~ GRAD€ IS .3 1/2" COOCR(T'E 3, xU:CT ~T wALL SOl.l FRo.< TABU: U'SONG LARC€R -A. YALlJ-e: Of' 'it/2 OR 'N/2 + O.H, 04, Y 1$ Ct.EAR OISTA.'1C<: FROi,j HOST STRUC11..IRt iO FRCt<TNA1..L 8€A.\oI - ~ ~ souo ROOF 'IllNOOW FRAlo/ING CAN A TT AOi DlRECTt'1' TO HV.O€R coo~:-;nOO-lJ.. fR)..lollNC ~ . AlU"'INU1.4 CD\lER S'r"ST'i:),j Sl-iUnNC 80111 $lC€S ClASS '/l1NOO..... INSfALUO pt.~ l.IMVF ACT1.;l<i:RS S?tCFlCA ~S AlU"'INVIol S<iEETlNC FCR VlN"11.. __________ PM/Z: $l.lS 0 IS. o.C, IN AlU~INt.:1.I SHEETINC T'(P1C)..~ SECT10N GLASS ROOM AlUI,jINL~ A TTAQ;MENT .3 1/2" C~~TE: SlAB 6<6 it.it.F. CR F:BER l.IE:SH COIOR:E:Tt > .. =f J ,/,' ""'. 1 YA.R1ES ,3" '<1SOO0.E VAFO'l BARR:E,R UNCE:R SlABS HA',1NC STRVCiURES ABO~ 'm!. COl.lPACTtO CtEAN FlU O\o~R SACR1F1cro ~ NAl1.;RAl SOL 90~ RflAnvt: OE::-<'SlTY ~C. FUEO 8LOO< STEloI~ALL 8,8,,15 OJU S".12" CO'<C. FOON,C ""''1; I ,5 ~T, lOCA TE ~ UNOI$11..IR$€0 NA 11JRAJ.. SOiL 1 ,5 '-~RT. AT CC*.NEflS ,0..'10 0 \0'-0" O,C" RAiSED PA TlO FOOTING IolIN, 2-:<2"x1J.0""" (TYPICAL) SOllO co~ --1<="",,, -A 1olAX. ~o T1"i :\..5" VARIES RWCH <YO<1NC ~ r · r -t""': SHUTlNG 80111 SlOES 1 1/2"x2" I 1r sua :1 1/2" MIN. exE DE: TAil) TY?ICAL GLASS ROOM WALL 0,019" ALlJI.IINVI.l CO~l:R PAN OR CCNTlNUOVS 'N l . ~ f8 " 5/a- CORROSl~ RESlSTI~ NA$(;e:.~ HEADED SCRf"N'S ., H" O.c. ALT(RNAT'E f8 " 5/8" $).IS 'N/t/Z: DlAUET'i:R WASHER.. T'r'PICAl Pj"NE!_ NG1'"€S: 1. ;NSTAlL. RlOO FOAlJ INSlJU.''1Ct1 INTO AlUI.IINUL.l ROOf' PAN. 2. CDveR iNSl.ILATl~ 'ld111 0,019" PR01'"€CT~ PANEL 'M11-l Ovt:R1..APPiNC sv.vs.. 3. IN"SlJt.ATlQN PA.'1EL $(;AU SE C1..05tOM'1; AlI.,~iNUI.I ENO CAP TO ~cuRf Pl..Aa:MDH ""'10 TO OISCOURAC( ""E NESTlNe Cf'II1LDUfE: ANO CR INSC:CTS. .. PROTECTO'l PANfL 'lI1lL 8€ ~C<;RW S"" 18 . 5/8'" C~OSlC<-< RfSlST1\o~ I'IASl-'ER He:.~O ~WS. 5, ~ PAil't."N 'MU S( 12" ON AU. P~R:"'ET(RS ANO 2"" O.C. FlELD ON EACH PAMU. 5.. AlUl.4\NIJ"" ENO CAP 'MU S( A TT ACl-iEO '...,111 J P3xl /2" ~ON RESlSTl'Ili: wAsl-<€R He:.~O ~'HS. 7, SVJ.. AU. ~E'* HEADS ...,,'T'r-! CAULKINC. F ASTE~!r'O€T(R).lINm 6A~ ON COOSTRUe nON ~HO$T STRlJCiUl<i: HOST S TRVC 11..IRE: ~ FASOA p~ eft. ~POSlT'E PANns. uS€ CO~OO R~SiSn\i'E s('~WS, ?AN$ A.'!Q-i~O w/ I10X1/Z" ., :S/pA.'! iNTO R(~V1NC OiAANEL "''10 1 11Cxl/2" ., RlDO:: C,t,P iXt<t-.'ECTlCt1 TO R(~V1NG OiANNE:L. ~PQSlT( PA.'lUS IJ$€ 1/"_" t+l/2" ....111 '/4" \lIASt<ERS ~ ""R()J~ RtaJV1NC Cl-W.NEL ~ TOP CAULK .AU CONNECTlOOS. ~'ECTlOO REOOIRfD (SU O€TAJl) ~ EXTRUOED ~ 6RE:.Ai<~e:rAJ.. HEADER 0.0.32" l.6N, CONNECnON TO HOST STRUCTURE HOST STRVCl1..JRE V< FAOA &:' Sl.!6-FAC1A iXt<N(cnOo; RfC(J1ROOENTS FO'l VARIOOS LOAD ~011l00S LOAD iXt<O, 11 Ct<S WINO ~LOClTY LOADS O€AD + U~ LOADS ClASS R~S HOST STRIJ(;T1.;~ 100 M~ 110 /./p" '20 l.IPH 221/Sf' J21/SF ~71/SF I. CDNC?E:T'i: 1/..".1-1/8- iXt<CRHi: $CR("N'S 0 12" 0c..------>2 0 " O,C, 2, '<'10(:() ffiAME 1/"":<2- LAC ~ws 06- O,C.------------>2 0 1. O.c.. sc.~, V1NY1., ANO ~TS HOST STRUCiURE 1oo!.4P" 110/./P" 120lolPH 221/SF 32#/SF 57'/$[ I. CDNCRETE 1/.",,1-1/g" CU<CRETE SO:<EN'S 0 12" 0.C.------>2 0 " O.C, .' 2, :<'10(:() rRA.\oIE 1/04":<2" LAC SO'EWS 0 12" O,C..----------->2 0 " o,c".; f NOlES: 'MXQ STRIJC11JRES 9-tOOLD C~N(CT i<I TRUSS 8UTTS O'l 111E sue FAOA r' FRA.\.lINC 'M-iE:R€ PQSSBlE CNLY 15% C. SCRiWS CAN 8€ ()JT'SIOE rME ~.1. TRUSS 6UTTS/Sl.J'B FACIA ANO friOS:: AREAS SHALl HA\o~ WJ8U: ""'1Cli~ ALL SCRiIO'S INTO T'r'E HOST Sir-1JcruRE SHALl HA\o~ l.ilN 1-1/+" WASHERS OR SHALL 8E ./tAS!-1E:R H<:AD€:D SCRE.f($ NOTE:: NO rOOT1:'~G R(C(JIREO 9:ct?T ~ES AOOR(SSlNG EROSlCt1 2'-0" l.IIN. l.l1~J. 2500 PSl CCNC, 'N/ 8Ef~E SlOP( 6<0-10,,10 W.f'/. l.<E:Sii OR ~. FlEER 1.4E:Si-1 fr?IOL _______ 1 #5 BAR CONT, 1 I" BAR C 3~/2" - "8"', 9-.-- \~ -\:--- .. + /. ....:A .-..A >-oct; r<lOl ~ ~'! :>:>:1 +- .. "8" 81 I<<JT~,~.P"'(~ ...f- FLAT SlOPE / NO FC<O;';NG WX,t~AT( SlOPE FooTiNC STH:? Sl..iY€ FooT'iNC o - 2"/12" 2'/12- - "-10' > 1'-10' SLAB DETAiLS ,.I.DCPESSlNG EROSION JQt3 HM1~ AD~~M9 '" V'\ >- 6 ,3 ~'" ::! 5 ::i "",ig es~ .=>:: t33 ~Q. 2 :cw?co ~ >-0:: 6~ :z: ~~ a'" ;;:;:i: O ""0 C'\ '...J Z..J <-u ~"'" '-0 "" ~ :r: ~..J a c: ~>" -a 8:;) .. z V'\ "'~'" ""i '-' Z z088 z-", i:8<..l u'j~ '35"1' Vl", (j~ I 5 ~'~ o<~~u~CJ z"" zCJ 0- WCl <w~ 5~e ~ ~5 "'~...J a:l~<" z 0:'-' 3 <:Sa V'\2~!.U ",is"- a::'io '< !.U~ '...J:Z;W <3-'; z 0< a~E ~:;)~ < "'~ '...J< <;j U ~iji ;;~i5 ~i:o g ':::~ r, ,..., a: !.1J :> o .;00 ~O Oz 0< ex:: (/)'" .;oj << ....J~ " o :J o Q) ~ B >- ~~ ~~ I! @~ =;:: 5 ~~ C!:B ..J I '$ ~:.;<,;) 23 ':i~~ @ 0_'-0 ~~oJ~~~ W<.O t.lJ-,...... ( ~~~u- CJC5><~Z; >::izoos;?C'\ ~wo r:-- ...J I-C: ~ 0 ~ '::: ~ u ~:- L.... SHEET # <:1l '..J 3' C<' !-=:, TA8t( " l.IAXlI.I\J1.I S?ANS F"OR STANOARO AlUMlN\J1.( RQtY ?ANe:LS CF 3105 H-H ~ H-25 ALLOY 't'IIND LOADS; GtSS ~s. unuT'T' R~, Sl-iEOS. "'-ND OTI-1f:R ENCt.OSffi BUILDINGS 0.1'. ~OfTI~ NO O. H. " 0, H. l-l/4"x 0.026" 100 l.lPH 'if. L. 110 I.(Pl-i W. L. 120 I.(PHif. L. 1-1/4 -x 0.OJ2- 100 I.(PH1f, L. 110 LIPH 'N. L. 1 20 \o(~tf, L. 1-3/4"x 0.026" 100 "'~ft. L. 110 I.(~ W. L. 120 l.lPH w, L. 1-3/-4-x O,OJ2" 100 "'PH W. L. 110 I.(~ 'w, L. 120 "'f>1-j 'iI. '., 3-. O.~- 100 lol~ 'ii, L. 110 LIPH W, L. 120 l.l~*. L. 3-. O,OJ2- 100 "'PH '14, L, 11'- 5" 11'- a- lia ~ 'N. L. 10'-:, 10'- 8" 120 ioIPH W. L. 9'-10' 10'- 0" u"~ LO"'O: AU SlJILD<NG T'r'P€S OX W<04 n~ NO 0, H, I' O. H, 1-1/-4.. 0.020' 20 I/Z L. L. 5~::~: 30 11 ~ L. L. " 1-1/4". 0.032- 20 list L. L. 30 list L, L. 1-3/4". 0,026' 20 I/S; L. L, 30 liS; L. L. 1-3/4"' O.OJZ. 20 15 L. L. O'r-_ O~ 30 l/Sf L L 3-. 0.020" 20 IN L. L. 13'- 3" 30 TISF L, L, 10'- 9" 3'". 0.032- 20 IISF L. L. 15'- 1- 15'- 2- 15'- r 16'- 2" 30 11SF L. L, 12'- 3" 12"- 5- 12"-11. 13'- 6- 1. TOTA!. ROCf' PAl"U 'HID"'" - R<iC~""'OTH P1..US wALl.. 'MOTH P1..US OV(RHANC, 2. T1-1( SMALLEST V,AJ"U( CF T1-1( 'MND LOAD TJ.8LE ~ T1-1E LL. TJ.&.! Cl)~. T;l.8U: " I.IAXlI.lI..l.l S?AN$ FOR STANDARD AJ..l..1.llNUI,/ R~ PANUS CF 3105 H-28 ALlOY 'MND LO),J)$; GtASS ~s. UTIurr RC<<fS. Si1EDS, ANO OnotR ENCt.OSffi BUILD~ O,H. w;om~ NO O.H, l' OX 2' O.H. 3'". 0.0'26- '00 l.lPH 'N.L ,,'-10" 12"- Q"" 12"- 6. 110 14P1-i 'N"-- 10'- 9" 10'-11" ,1'- 5- 120l.(PH W_L. 10'- 1" 10'- 3" 10'-10" 100 l.lPH W.L, 14'- 0- 14'- I" 14'- 5" "014P1-i'lf.L 12'- 9" 12'-11. 13'- 4" 120 lAPH 'N.L. 11'-11" 12"- 1. 12'- r uve: LOAD: ,I.il St..i1t.OO G T'r'P€ 5 O,}C ~n~ NO O,H, I' O.H. 2' O,H. S O,H, 3'".0.02D" 2Q I/SF L.L, 10'- ," 10'- 2. 16'- r 17'- 2. 30 I/$F L.L. 13'- ,- 13'- 3. 13'- 8" 14'- 5" 3'"x 0,032" 2Q I/SF LL, 18'- 4' 18'- s' 18'- 9" 19'- 3" 30 I/$F LL 14'-11" 15'- I" 15'- 6" 10'- I" 1. TOTA!. Rea' PAN€L "NIOrM - ROC'" 'MO,.,., PLUS WAlL 'MOTH PlUS O~ANC, 2. Tl-ie: 9JALLEST v.....U( Of' T1-1E 'MND lOAD TABlE ~ ]'}i( L.L. TABLE Cl)V(RNS. T-"8l.E I: l.IAXlloll.:1.I S?ANS FOR INOVSTRY STANDARD All.ll.llN1JM ~P~TE RC>Cf' PA,..ELS W/3IOS-Hl./H-25 AJ..UUINUI.I A!.LOY Sl1EA""'INC &: 1.0# EPS ~ 'MND LOl-OS GlASS ROC~S, unuT'T' R~, Sl-1EOS, A."D OT"rl€R ENCt.OS<:D BUILDINGS. 3". 0.025" 100 I.(PH 'N.L 1"- 5" ,,.- r 12'- I" 12'- II" 110 I.(F'H 'N.L. 10'- 4" 10'- r 11'-'" 12'- 0' '20 l.(9H W.L, 9'- 8" 9'- II" 10'_ 5" 11'- 5" 100 UFHN.L. 12'- 4' 12'- 5' 13'- 0- 13'- 9' 110 uPH '.v.L. 11'- 3" 11'- 5" 11'- ,," 12'- 9" 120 uPH W.L. 10'- 0" 10'- 8- 11'- 3" p'- r" :00 I.(PH 'NL 11'- 8" 11'- 10" 12'-." 13'"-'- 110 I.(PH W.L. 10'- 7" 10'- 10' 11'-." 12'- 2" 120 i,jPH W.L. 9'- II" 10'-'" 10'- 8- 11'- r 100 UPH 'N.L. 13'- :0' 14'- 0' 14'- 5- IS'- I" 110 UPl-i 'WL 12'- 7" 12'- s" 1,Y- 3" 14'- 0" 120 \olPH WL 11'- 10' 12'- o' 12'- S" 13'- 3" UVO:: LO,;D (No..uOES 2 US; OE;lD '.OAD) AlL !3JjIL04NC T'T'?ES 3',0.02'3" 22//"" 13'- l' 13'- 2' 13'- 0' 14'- S" 3211S; '0'-10' 11'- 0- 11'- 5' 12'- 5- ?l11S; 14'- 2- 14'- 4' 14'- 9" 15'- 5" 321/S; 11'- s' 11'-11- 12'- S" 1,3'- 2' 2211S; 13'- 5' 13'- 5- 14'- 0- 1+'- 8' 321/S; 11'- I' 11'- 3" 11'- 9' 12'- 7' 22#/S; 15'-11' 15'- C- 15'- S' 17'- 0- 32//5; 1.3'- 2' 13'- 4" 1.3'- g" 14'- 0- 1. iOTAL ROCf' P....NEL ""'OT1-1 - ROC~ MOTH + ',l/AlL 'Morn + OVERH;l1'C. 2. T1-iE i.ES-.xR 9....1' Cf' NINO LO..DJR u',t LOAD Si'ALL G0VE:RN, 2' 0, H. 3' O. H. S'- 4" 4'-10- 4' - 5. 5'- """ c,' ~ .J - .) 4'-11' 6'- 8- 5'- 3" 6'- 0- 0' - 3" 5'- 8" S' - 3. 6'- 6' 5'- O' S'- 8' r- s' 0'-11" 0'- 8- S'- 0" S'- 0" .'- 0- 5'-10" 5'- 5' 5' " - I 6'-10' 6' ." - ~ 0'-10" 5'- S" 5'-11" S'- 5" 6'- ~" 1- , 6'-10. 5'-1'" 5'- 3" 5'-10" g' - 9" 8'-10" 8' - 3. 11'- S" 10'- e- 10'- 3. 9'-1'. 9' " e,- '~- - 0 10'- 6" 9' - 9" 9'- 2' '2'- 3- 11'- 3" 10'- 7- 13'- 0" 12'- ," 11' - 6- 2' 0, H. 3' O. H. r- 3" 5'- 1" 8'- 1" r- 0- 8'- 3'" 5'- .- 9'- ?: 1-10 e'- 5' r- 0" r- -4" 5' - 0" 8'- 4- r-1'" r- ," 5'- 4" 0'-10' r- 4' 9'- 5- 8'- ,. 13' - 4- 11'- 0" 13'-10" 11'- 6" '4'- 5" 12'- 4- 3'". O,O~2. S O,H, 13'- 3'" 12' - 4. 1"- ~ '5'- 2" 1-4'- I" 13'- ." 3'. 0,032" 4', 0.025" 4', 0032- 3',0.0.32' 4' .0.025' 4',0032' TA8U :c ~AX. ~ B!~ S?ANS FCR SCREEN &: GtASS ROCVS. unurr RQO..lS. Sl-1ros AND O~R ENUosro ST'R\JCllJRES WI SOUO RC>Cf'S AlUloIlNUlA Be:AJ.lS Of 5~ T-S AllOY EXAMP1..E: FOR SPAN i... ~ DRA~ use: LOAD WlDT1-1 - "'11"/2 + OX 2". 4". O,O~. TIlT 8VJoI: lOAD 'wTH - 14'/2 + 2'O.H, - 9' LOAD 'MTH - 9'; LL 0 ZlI/S1 6UJA SPAN - 4'- ." ~A.lo4 SIlt: 80.101 S?~ FOR OE:SlCNATED LOADS ~A.lo4 LIve: lOADWlND LOAD LOAD WlOrM UI/'SF 32//SF 2", 2",0.0-<<' EX'ffiVSlCAol S' S'-IO- 5' 5'- 4" 7' 4'-"" 8' 4'- r 9' .f- 4" 10' 4'- ,- 11' 3'-11. 2-. 2-. 0.05<)" EXTRI.i$l~ 5' 6'-'. 3'- 0" 5'- I" 4'- r .'- 3- 5' 5'- r .'- 0" 4'- r 4'- 2- 3'-11' r 5'- 2- 4'- 2" 4'- 3. 3'-11" 3'- 7" 8' 4'-10- 3'-1'. 4'- 0" 3'- r 3'-.- 9' EXAMPU: 4'_ o. 3'- 8. 3'- 9" 3'- S' 3'- 2" 10' 4'- 4- 3'- 66 3'- r 3'- 3- 3'- 0" 1" .'- I. 3'- 4" 3'- s. 3'- I" 2'-10" 2". 2-. O.~J EXT ~ 2". 3..0.050" TILT SEAM ClR 2-. 3-.0.050- EXTRl.iSlON 5' a'- o. 0'- 6" 5'- 8. 0'- o. 5'- r 5' r- 4- 5'-11" 0'-'. 5'- 6. 5'- I" r 6"- 9" 5'- 6- 5'- r 5'-'" 4'- a" 6' 6'- 4. 5'- 2" 5'- 3- 4'- 9" 4'- 5" 9' 5'-1'" 4'-~' 4'-11. 4'- 6" 4'- 1- 10' 5'_ 8- .'- 7. 4'- 8" .'- 3'" 3'-11" II' 5'- 5" 4'- 4" 4'- S" 4'- 0- 3'-10' Y. 2-. 0,050" EXTRl.iSlQo1 5' r- s. 5' 6' - 9" 7' 6' - 3- a' 5'-10. 9' 5'- 6. 10' 5'- 3'" 11' 5'- 0" 3". 2".0.070" EX'ffiVSl<lN s' 8'- 4" 5' r - 8- 7' r- 1- 8' 0'- 7" 9' 5"- 3'" 10' 5'-1'. II' 5'- 8- 2". 4". O.O~'x l1l T 6l::AM 5" 9'- S- 5' 8'-11" 7' 8' - 3- a' r - 9. 9' r - 3- 10' 6'-11" 11' 5'- r 2". -4". 0.044.. 0,120. 5.1./.8. 5' 12'-10. 10'- 5" 6' 11'- 6- 9'- 6- r 10'-10. 8'-10' 8' 10'- 1" 8'- 3" 9' 9'- 15" r- 9. 10' 9'- I" r- 5' II' 8'- 8. r- O' 4'- 9. .'- 4" 4'- o' 3"- 9' 3'- 6' 3'- 4' S- 2- 6' - ," 5'- 0" 5'- I' .'- 9" 4'- 6" 4'- 3- 4'- ,. 6'-10' 6'- 3- S'- 9" s'- S" 5'- " 4'-10" 4'- /' 8'- o. T- 3" 6'- 9" 0'- 3- 5'-11" 5'- I 5'- 4" 4'-10'" 4'- 5" 4.'- ," 3'-10" 3'- r 3" - 5" 3'- 3" 0'- 2" 5'- r 5'- 2" 4'-10- 4'- I 4'- 4" 4'- 2. 15'-11" 6'- 4' 5'-10- 5'- o. 5'- 2" 4'-11' 4'- 8" 8'- I" r- s- EI'-10" 6'- S. 5'- o' 5'- 9. 5'- 5- 100 UPH 4'- S' 4'- 0" 3'- 9" 3'- 6- 3'- 3" 3'- 1" 2'-11" 5'- r S'- I" 4'- 9" 4'- 5" 4'_ 2" 3'-11" 3'- S- 15'- 4- 5'- 9" 5' - 4" 5'_ 0" 4'- 8" 4'- 5" 4' - 3'" r- 4- 5'- s- 5'- 3- S'-10" 5'- 5" 5'- 2" 4'-1 I" 110 ioIPH 1 2<) IolP11 4'- I' 3'- 9- 3'- S" S - 2- 3'- 0" 2' -10" 2'- 9" 5'- 2" 4'- 9- 4' - ." 4'- 1" 3'-10" 3'- 8" 3'- 5" 5'-10" 5'- 4" 4'-11" 4'- r 4'- 4" 4'- I" 3'-11" 0'-10" 6'- 3- 5'- 9- 5'- 5" 5'- I' 4'-10" 4'- r 10'- 8'" 9'- 8- 8'-11" 9'- 8- 8'-10" 8'- 2" 9'- o. 8'- 2" r- r 8'- 5" r- 8" r-," r-l1" r- 2. 0'- 8' r- 0" 6'-10" 6'- 4" T- 2" 6'- 5" 0'- 0" Tl-ie: WINO LOAD TABLE CO"t:RNS. 1. The: SIoIALlER SP~ F'ROO rciE L.l, ~ TABLE 3: 1olA.X:I.lUI.I HElCHT OF UP1RlCHTS F'~ sv:rrN me CtASS ROC\.4S EXTRUSTIooS ~o snF lAA TINC &A.\.IS (y 6063 T -0 "t1.:\.6N1.JI.l AlLOY IJ'3iNC ~EN PANEL 'MOTH Y (SIT T'T'?ICAl GlASS R()O..j DRAMNC), S<:LECT I.R1RlCHT RtOUIR€D ~ l1-iE IolAX HE1C;l-1T Al.LO~D F'~ EACH (XTR1JSl~ 'M D TH "'II" 54. 5<)" 30" .2" 4a- 17: 76" ~. EX TR1.ISloo rx 2"". 0.0+4" 9'- 2- 8'- 6- I-I'. T- 6" r- 1- 6'- 9- 2". 2". O.O~" 10'- 2. 9'- 5" 8"-10" e'- 2" 1-1'" 1- 6" 7- 2- 6'-11" ~". 2""x 0.09.s 12'-10" 11'-1'- 11'- ," 10'- 5" 9'-1'" 9'- 5" 9'- 1" 8"- 8" 3"x 2"". O.O~- 10'- a" 9'-11" 9'- 3- 8'- 9" 8'- 3" r-ll- 7- 5" r- 3' r. 3'"x 0.050. 12'-10' 11'-11" 11'- ,- 10'- 6- 9'-11" S'- 5" 9'- 1- 6'- 8" 3.. 1'";( 0.070" 13'- 8" 12'- 8. 11'-10" 11'- 2" 10'- 5" 10'- l' 9'- 8- 9'- 3' NOTES: ctASS ROOIolS rr<( AoomON (Y AN AlUWNl..i'-l fRAM( 'NIMX:WS wi CtASS PANES THAi APe: O€SlCNED TO 110 l.IPH WINO LOAD RE:QU1~J.I(NTS TO Tl-iE "130~ UPRI01T SlltS INCR(AS<:S T1-1( STR(NCrM S() T1-1A T ,;D0ll100,AJ" FRAMING IS NOT R(OOIR(D, 5CEEDULE OF ALLOWABLE LOADS/Max ROOF P~EA FOR ~~C~ORS ~~C30RS I~TO WOOD FOR E~CLOSED BUILDI~GS ==:===================================================================== ALLOWABLE LOAD/Max LOAD AREA(5F) @ 120 M?H WI~ ~?LIFT LOAD # ~"'CHORS 1 2 3 . 4 Dia, ~~CIlORx EMBEDME::-IT 1/4"x 1" 264#/ 6-5F 528#/12.5F 792#/18-5F 1,056#/24-5F 1/4"x 1-1/2" 395#/10-5F 792#/20-5F 1,188#/30-5F l,584#/40-5F 1/4'x 2-1/2" 660#/16-SF 1,320#/32-5F l,980#/48-5F 2,640#/64-5F 5/16"x I" 312#/ 8-5F 624#/15-5F 936#/23-SF 1,248#/31-5F 5/16"x 1-1(2" 468#/11-5F 936#/23-5F 1,404#/34-5F 1,872#/46-5F 5/16"x 2-1/2" 780#/19-5F 1,560#/38-5F 2,340#/57-5F 3,120#/7S-SF 3/S"x I" 356#/ 9-5F 712#/17-SF l,068#/26-5f 1,424#135-5F 3/S"x 1-1/2" 534#/13-5F 1,068#/26-SF 1,602#/39-5F 2,136#/52-5F 3/S"x 2-1/2" 890#/22-SF 1,780#/43-5F 2,670#/65-5F 3,560#/87-5F ~"'CBORS IN1'O CONCRETE FOR ENCLOSED BUILDINGS ==:================================================================== ALLOWABLE LOAD/Max LOAD ~'U:A( 5F) @ 120 MPH WI:oro LOAD # ~'1CIlORS 1 2 3 4 Dia, ~"'C30Rx EMBEDMENT 1/4"x 1-1/2" 757#/18-5F l,514#/37-5F 2,271#/ 55-5F 3,028#/ 74-5F 3/S"x 1-1/2" 1,057#/26-5F 2,114#/52-5F 3,171#/ 77-5F 4,228#/103-5F 1/2'x 2-1/4" 1,443#135-SF 2,886#/70-5F 4,329#/106-5F 5,772#/141-5F lJ1 lJ1 .... ~ ,3 ..,~ ,~-::; ~ - 0::0 ~ ....9:......0:: 0 ~a ~o.. t; iS~ g~ ~ aQ aV'l ;;:: ~ ~o wQ ~ 1j ~...J...o 2: ot..J Q't-J t....Ig < ~;:: ~o a:: ., 2: U ~ "'6g<ll......gi ~;!; z Z '70 <0 (,)w"-'ois>:l B>~(,) ~cr5'j ~ ,6 o<~ ~~S? ~ ~w z<D:e 9::::i ...J wg <......o-a.o-.: ::!::> "'~...J~~~5 6:~ GV1~OQ0~ ~D V10 O::zQ..(Wz i5ZW ~o~ z 0 ~ ~~z:;)"'<~V'l w< <0 g xV; E23~ ;;;3~ 0 i=~ N~ a: w > o Q')O ~Q Oz 0< 0: Q')Q"J Q"J:1 << ~3= ~ o :J o Q"J ~ ~ g~ ); "~ a. N" ~~ ~X~ I!>:l~i~ ~~t5--~ z..,.z~- bi3><~Z:6 );),3oo~e ~ <D a. 6.3~ ....w.. n5q~d~ c::.J 0 c.. P- ~ ~ Of @ T....a.e: 1: I.IAXl~VI.l SP~S 1"00 ROYAL AJ..UIAINI.;\,j SlJPffi PA.'1 PAJ';ELS OF 3105 H-28 Nl.OY 'MNO LOADS GlASS ROOlolS, UTlUTY R~S, O.H. CONe. 7100 2-1/2-, 0.')22" Sl-iEDS. &: OTl-it:R ENC1..OXD 8V\LJ);NCS NO O.H. l' O.H 2' O.H. 3' O.H. 100 I.IPH 'l1I.L 11'- O' 11'- 2" 11'- 7. 12'- 0" 110 IoIPH WL 10'- 0" 10'- 2' 10'- g" 11'- 8'" 120 I.lPH W.L, 9'- 4. 9'- 4' 10'- 2' 11'- 1- 2-1/2"' 0.028" 100 I.IPH W.L. 12'- r 12'- g" 13'- 2' 13"-"- 110 !.olPH ......L. 11'- 5" 11'- I 12""- l' 12'-1 I" 120 l./PH W.L 10'- 8- 10'-1" 11'- 5' 12'- 3- 2-1/2", 0.0.30" 100 IoolPH W.L. 103"- 2' lS- ," 103'- g' 14'- 5" '10 "'PH WL 12'- 0" 12""- 2- 12'- 8'" 13'- 5' 120 l./PH 'N.L. 11'- 3' 11'- 5" 11'-11" 12'- 9' 2-1/2"" 0.Q..36" 100 IoolPH \ilL 14'- 2- \-4'- 4" ,.'- 9' 15'- 5" 110 l.lPH W.L, 12'-11' 13'- l' IS- 0- 1"- 3' 120 l./PH W,L, 12'- l' 12"- 3- 12""- 8'" 13'- r AtL 8lJ1tJ)NC TYPES - Uve: LOAD OH. co-<e.noo NO O.H. 2-1/2", 0.022. 20 I/SF LL 1,'-.r" .30 IIS1 L.L. 12"- 0" 2-1/2"" 0.0'28- 20 IISF L.L 16'-10" .30 11-:; L.L. 103'- g' 2-1/2", O,OJ(). 20 I/'SF LL. 17- 8'" .30 I/Sf' L.L. 14'- 5- 2-1/2-" 0,0.3<)" 20 IISF L.L 19'- 0" .30 I/S, LL. 15'- S- I' O.H. "'-10- 12'- ;( 17- 0- IS-II" 17- g. 14'- 5" 19' - 1. 15'- r 2' O.H, 15'- ~ 12'- 8- 17- 4- 14'- 4" 18'- 1- 14'-1,- 19'- 5' IS'- 0" 3' O.H, 15'-10- 1.3'- 5" 17-11" 15'- O. 18'- a. IS'- r 19'-11" IS' - 7- 1. TOTAL ROCf" PAJit:L NlO~ . ROCt,( WOTH PlL'S WALL worn "'.US o~~~c, 2. Tl-iE: SlJAlLEST VAJ.UE ry ~E: 'MNO LOAD TABU: 00 rn~ I":~ LOAD TABU: CO~S. TABlE 1:I,/AXIoIV!ol SPANS FOR ROYAl AlUYINU!ol "of(' PAJ';ELS CF ,J~05 H-28 NLOY 'MNO LOADS ClASS ROCUS, UTlUTY ~s. SHEDS.. &: 0Tl-iER ENC1..~O 8Uft.DiNCS O,H, CONOlTlON NO O,H. l' O.H. 2' O,H, 3' O,H. 0.0.30' W PANELS 100 1ol?H ......L 11'- 8- 11'-10- 12'- 4" lS- l' 110 1oolP1-1 W.L 10'- I 10'-10" 11'- 4' 12"- 2" 120 1olP1-1 \Ii.L 9'-1" 10'- I" 10'- 8'" 11'- r 0.0.3-4- w PANELS 100 l,(?H W,l. 12'-11" 13"- 0- lS- s" 14'- 3" 110 1.IP1-1 W. L. ," - 9 - 11' -11 . 1 2"" - 5' 13' - 2- 120 ~?H W.L ,,'- 0" 11'- 2- 11'- 5"' 12'- 0" AlL 8lJfLD:NC TYPES - uve: LO....D O.H. CQNCll100 NO O.H. 0.0.30" W PANELS 20 I/SF L.L 15'- I .30 ,/SF L.L. 12'- 9- 0.0.3-4- w PA.'lELS 20 IISF L.L 17- 4" .30 I/'SF L.L. u'- 1- I' O.H. 15'- 9- 12'-11" ll'- 5. 14'- r 2' O.H. 16' - l' 13'- 4" 17- 9- t4'- r 3" O.H. 10'- g- 14'- ," lB'- ~- 15'- ,- I. TOTAl ROCf" P~EL 'MO~ . ROO\.l 'MOTH P1..US WAlL \IIlD~ P1..US O"~RH~C. 2. Tn'€: sw-llEST V^!.U( ry THE: 'MNO LOAD TABU: 00 noE LL TABlE GO~s. MANUFACTURERS PROPRIETARY SUPPLIES T.l8U: 1: IoIAXlIolUIol ROCf' SPANS fOO ST'RI.iCTAlL BUL.()NC ~TtM P1<OC>VCTS "LU\.aHt.~ ~TE PANElS STANDARO PAJ';(l W/AtL.:~INL.:!.ol SHEATl-iiNC 3105-H14/H-'2S AlLOY 1.0 I EPS cO":( DO.SHY 'MNO LOJ.DS CUSS ROCIJS AAO OTHER ENO..O'SfD Bl.J1LOiNC$ 03-, O,02S- 1 00 I.lPH '1'1, L. 12'- 9" 12'- 11- 13'- 5" u' - 1 " t10 l./PH W. L 11'- a" 1"- 10- 12'- ,- 1.3' - 0" 120 loI?H W. L. 10'- 9" 10'- 1,. 11'- S- 12"- 4' 03-, 0,032. 1 00 1.IP1-1 W, L 1"- 10" U' - 11- 15'- 5" IS'- o- lIO IolPH 'N. L. 13'- S. lS- a. 14'- 0- 14'- 9- 1 20 \'(P1-1 'II, L. 12'- S" 12"- a- 13'- 0- lS- 10" D€AD + UV( LOAD &: OO~OW LOAD (INCtUC€S 2 II~ D(.4D LOAD) AlL SUIl.OING TYP€S 3., 0.026. 221/~ 14'- 8. 14'- 10" 15'- 3- 15'- 10" 321/SF 12'- 2" 12""- 4" 12'- 10- 1.3' - I 571/SF 9'- ," 9'- 4- 9'- 1 I" 10'- 11- 03., 0.0.32. 221/~ 17- 0" 17- 2" 17'- S" 18'- ,. 321N 14'- 2. 14'- 3" 14'- r" 15'- 5" 5711SF 10'- 9. 10'- 10- 11'- 5" 12'- 4" TAeu: 1: c001iNU(1): l,IAXlIolI..14 ROCF SPANS FOR SiR'JCTAU 8UILDiNC ~TBA PROO\JCrs 'MNO LOAOS CUSS ROC"'S ANO OThER ENCt~O BlJIlDiNGS 4', 0.019" ___---'~_O,H.__l'_O,H.____2' _O,H. _____3' _O,H._ 100 "'PH 'N, L. 12'- II" 1.3'-," IS- o' u'- 3- 110 \'(PH 'N. L. ,,,- 9" 11'- 1'" 12'- 5' 1$- 2" 120 "'PH ...... L 10'- 10" 11'- 0- 11'- r 12'- 5' 4-' 0.024. ___ 100 IoIPH ...... L. 14'- 6" 14'- I 15'- 0- 15'- S' 100 "'PH '..... L 13'- 2. 13'- 4" 1.3"- 9- 14'- S- 120 IoIPH 'N. L 12'- Z'" 12'-"- 12'- 10- 1.3'- S" 4 -, 0,0-32' 100 !.olPH ...... L. 11 0 loIPH W. L. 1 20 I.IPH 'N. L. 15'- 4. 13' - 11. 12'- 10- 15'- 10- 104' - S" 13" - o. 16'- 5" 15'- 2" 14'- 2- 15'- 5- '4' - ,- 13"- 0- D€AD + UV( LOAD &: IR./s<OW LOAD (~a.UDE:S 2 I/SF O€AD LOJ.D) AlL 8lJ WNC TYP€S 4" 0.019' 21 I/SF 14'- 10. 15'- 0- lS'- 4. lS'- O. 321/0;;;: 12'- .3. 12'- S" 12"- II" 13'- 8. 57,/0;;;: 9':- Z'" 9'- 5" 10"- o. 11'- a" 4-' 0.024" 7:2 # IS;: 16'- r 15'- g" t7- ,. '7- 8. .32#/0;;;: 13~- 9" 13'- ". 14'- 4" 15'- o. S71/S;: 10'- 4. 10'- S- 1"- l' 11'- 1'" 4., 0.0-32- Z211SF 17- I 17- 3" 18'- a" 18'- r 321/~ '4'- I 14"- g- 15'- ,. 15'- 9. 571/0;;;: 10'- ". 11'- . - 11'- I 12'- 5" MANUFACTURERS PROPRIETARY SUPPLIES '" .~ .... {5 c::, 00"" ~ ~i; ::I ~5 a.~g: :5 Li.JO ~ ~~ g~ ~ 69 o'.~ :;: 1: ~3 ""~ ~ tj ~ .0 '.,j,J ~ o~ 0\-1 8 a:: ~I-..~~ u~ "'Z"'''''::: '" Z zowg 8::: z-'" ~8u Vj~ 9 i5~ <I>",,,,,-,~ I 3 ~'" o~z 8':d9:n .3i.:5 ~ ~ ..J-'",,"'::I- ""0-0.1=<-;:) ",a: -' a5~'" z:::: '-' .3'\50 V'lg.~i" (ji~'" O::~o < :...J~ 2:5Z~~6~ z ~~ :=~z;:)V'l<V'l" w< <d t..) ~v; ~~5 :;;~~ g :=l~ ~....; TABLE: I: CONTINUED: 1oIAX:Io4UY ROCF $?ANS FCR SrRVCTAlL 8U1WNC S'l'STtlol PROOJeTS \II4NO LOADS Q.ASS RQO./S ,I.}<Q or"'ER ENCtosm 8UlL01NCS S-t 0.019._______'lO_O.H.___l'_0.H. 100 lolPH '*, L. 14'- II" 15'- 0" 110 IolP\-l W, L. 1,3"- r 13'- 9- 120 I.lPH w. L. 12'- S- 1:t- 8" 6-, 0.014"_________ 100 1.l?H 'N. L. 15'- I 15'- 8- 110 l6'H W. L 14'- 2" 1-+'- 4- '20 lOPH 'N. L 1.3'-," 13'- ~ o't 0.032._______ 100 lOPH W. L. 10'- 3- 1~0 I.lPH W, L '4'- 9~ 120 lOPH W, L. 13'- 8" 2' _O.H. ____3' _O.H._ 15'- 5" 16'- 1" 14'- 2- 14'- lO- IS- 2- 1.3'- 11- lS'- l' 16'- a" 14'- 9" 15'- 5" 1.3' - s- 14'- 5' 16'- 9" '7'- 4" 15'- 4" 15'- 11' 14'- 3- 14'- 1,. 10- 4- 1"- 11- 13'- g' D€.AD + UV( LOAD &: CRIS<C'/II LOAD (iNClUDES '2 II~ DE:AD LOAD) tILL 8l.ftWNG TYP(S S.t 0.019-_________ nl/SF 17'- I" 17-03. 15'- I la'- 2- 321/SF 14'- 2" 14'- 4- 14'- 9- 15'- 5" 371/SF 10'- I ',0'- 10' 1"- 4. 12'- 2. 0"' 0.024" ______________________ nl/SF 17'- ". 18'- o' 18'- ," 18'- 10" 32#/SF 14'- 10" IS'- 0- 15'- 4" 16'- 0" 571/'SF 11'-" 1"- 3" 11'- 10' 12'- r S"t 0.0-32-_____________________________________ nl/SF 18'- 8" la'- 9" Ig'- l' 19'- r 32#/~ 15'- 5- 15'- r 15'- 11. IS'- 7- 571/SF 11'- 7" 11'- 9' 12'- 3" 103'- o' a: UJ > o ",0 ~Q Oz 0< a: ",'" ",:j << ...I~ C!J Q :J o '" ~ @:: >- g~ @~ ~8 @l~ 8~ ~~ Q.. N ,...... o ...,.... ~ ,~ ~ ,~ 'c l.U -...... ,,""'l @o ~~2 @ I c:o~ @ 5 ~ 0e~ @)~~:i..:J~ i3x~.3o 300T".e iD....a:: ~~~~~ u 0.. 0.. ~ I..... ~@J OF .;:=;-. ::5