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Home My WebLink About00-9131 )L{5.& BUILDING BUILDING PERMIT Permit 09131 Date _, /] /00 ~ 'JS.- ELECTRICAL CITY OF ZEPHYRHILLS (813) 788-6611 32,2Q PLUMBING MEC~ICAL Sewer Conn Water Conn: Property Owner: _De ('1 "" ~w € Job Address: '3 i I '\ - (\{ /' I \-e Ur ~ \Ie. Parcel 1.0. # 24 - 2b- ~ I~ ~S' 0,- OOO()- Zoning: Energy Code: Descriotion of Work ---' Mo-k,.. -p;;;;..+ Water Meter: T,I.F.'s: I~J .2.~d Radon Gas: -1'. 20 Complete Plans, Specifications and Fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. FINAL C.O. 6-/ S-C)fJ DATE NO OCCUPANCY BEFORE C.O. DATE Inspector Permit Fee '1 oJ ~ ......... _Signature ~~ Company Address TelePhone#(~ \3J 1~9- 3<6$(, (G\V ~~ Valuation or Contract Price J.~ I 000 City License Registration # State Certified License# Ow~r Ol.J..., Q/ () AJ,'\ <lr BUILDING ELECTRICAL PLUMBING MEC Ftr. l-l'L_ Ot1 5' ~ ~e SLB t-I'2..-0c:' ~ Lintel FRM. 4..../.J...-oj)YiL Insul. CL WL Tp. Servo Rough In .tt-- I~ -DlJ 9ft.... Meter Can Const. Pole Pool Pre-Meter Final SLB 1- IO-OC!J ~ R Tub Set ~ J*-196,:ie..... Water Sewer Final Breakers Ducts Insl. Compressor Final Driveway J - 12. -00 9 12- REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a charge of Fifteen and 00/100 Dollars ($ 25.001 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. APPLICATION FOR PERMIT ~/ ~ J L CITY OF ZEPHYRHILLS '\. . /')/21/91 BUILDING DEPARTMENT TE RECEIVED _ _, __ , P~:(~) Fa . . OWNER'S NAME}J<Z<ll'\l\ t\~ L~1W.~Qrl Q lO(,)Q ~{)ICt~:~~ ~~;~10 JOB ADDRESS K\Y\<lY',^-\d ry(J\ <\'"G. 'R- \{ ~s.Cf\-t L~t>> ci O~ \\\f \ t9.. :D0 \ ~ LEGAL DESCRIPTION: LOT(S) d06 BLOCK SUBDIVISION PARCEL ID # ~L\- ~~- ~ \- oCE::/:) - 0 CaD - \ ~OO (OBTAIN FROM PROPERTY TAX NOTICEl WORK PROPSED: ~EW CONSTRUCTION o ADDITION DALTERATION o REPAIR o INSTALL o SIGN o MOVE 0 DEMOLISH PROPOSED USE: DSGL FAMILY DWELLING DMULTI-FAMILY 0# OF UNITS o MOBILE HOME o COMMERCIAL o INDUSTRIAL o SWIMMING POOL o OTHER D RESTAURANT & HEALTH DEPARTMENT APPROVAL DESCRIPTION OF WORK R\J ~O ,,-r i:lA1' I I BUILDING SIZE erv "j. \Qi ~ 1(0 )<.(0 SQUARE FOOTAGE 5 '1 ~ ) - HEIGHT J~ <It o.'(\~. RESIDENTIAL: COMMERCIAL: ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION. PERMITS REQUESTED ~ ./ (TO BUILDING $ cQ~)OOO,- VALUATION OF TOTAL CONSTRUCTION "oJ ELECTRICAL AMP SERVICE 0 FLORIDA POWER 0 W.R.E.C. "'-a! PLUMBING o MECHANICAL $ VALUATION OF MECHANCIAL INSTALLATION o GAS o ROOFING o SPECIALTY 0 OTHER TYPE OF CONSTRUCTION: 0 BLOCK o FRAME o STEEL o OTHER FINISHED FLOOR ELEVATIONS IS PROJECT IN FLOOD ZONE AREAD YES 0 NO BUILDER h SIGNATURE' Q~ ~ . COMPANY (fu.Jr,.O/\ C-CIY"\ ~C1. c... ~ ..-<>~ ~ STATE CERT OR REGIST H ~ CITY PROCESSING # * ****************************************************** SIGNATURE COMPANY (1Y\.S'Y'...t^ C VY'"\ ti\. t;.. C ~ STATE CERT OR REGIST # CITY PROCESSING # PLUMBER ******************************************************* SIGNATURE COMPANY ~ (' ~ 'hQ.c. \+- STATE CERT OR REGIST # CITY PROCESSING # ~ ~ MECHANICAL * * * * * ** ** * *.** * * * ** * * * * * * ** *** * * ** * * * ** ** * *** ** * ******* * ******** ** * COMPANY STATE CERT OR REGIST # CITY PROCESSING # SIGNATURE ***************************************************************** OTHER COMPANY STATE CERT OR REGIST # CITY PROCESSING # SIGNATURE ***************************************************************** CONDITIONS OF PERMIT AFFIDAVIT A. NOTICE OF DEED RESTRICTIONS . The undersigned understands that this permit may be subject to ~deed restriction~" which may be more restrictive than City regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what' licensing requirements may apply for the intended work, they are advised to contact the City of Zephyrhills Building Department, 813-788-6611. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the ~Contractor Sections" of this application for which they will be responsible. If you, as the owner signs as the contractor, you are indicating that you, rather than the contractor, are responsible for the work. If the contractor wishes you to sign as contractor that may be an indication that he is not properly licensed and is not entitled to permitting privileges in the City of Zephyrhills. C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES D. CONSTRUCTUION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED) I certify that I, the applicant, have been provided with a copy of ~Florida's Construction lien Law - Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other that the ~owner", I cerify that I have obtained a copy of the above described document and promise in good faith to deliver it to the ~owner" prior to commencement. E. CONTRACTOR'S/OWNER'S AFFIDAVIT I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning, and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other governmental agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: *Department of Environmental Regulation-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment *Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses *Army Corps of Engineers-Seawalls, Docks, Navigable Waterways *Department of Health & Rehabilitative Services, Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks *U.S. Environmental Protection Agency-Asbestos abatement I also certify that, if fill material is to be used in Flood Zone ~A" or ~A,etc.", it is understood that a drainage plan addressing a ~compensating volume" will be submitted which is prepared by a professional engineer registered in the State of Florida prior to permit issuance. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, . nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction, or violations of any code. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of issuance, or if work authorized by the permit is suspended or abandoned for a period of six months after the time the work is commenced. One 90 day extension of time may be allowed for the permit with fee charge of $15.00. The extension shall be requested in writing to the Building Official. An approved inspection must be logged during each six month period, or the project will be considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. JOBS UNDER $2,500 IN VALUE DO NOT NEED TO RECORD AND POST A ~NOTICE OF COMMENCEMENT". SIGNATURE: OWNER OR AGENT SIGNATURE: CONTRACTOR STATE OF FLORIDA COUNTY OF The foregoing instrument was Before me this _ day of by acknowledged 19_ STATE OF FLORIDA COUNTY OF The foregoing instrument was Before me this _day of by _'_ ,."'____ _ __" (name of person acknowledged) C1ho is personally known to me, or acknowledged , 19 (name of person ackllOwledgedl Dwho is personally known to me, or o who has produced (type of identification) and whoD did Ddid not take an oath. o who has produced (type of identification) and who Odid DUd not take an oath Signature of person taking acknowledgement Signature of person taking acknowledgment Name typed, printed or stamped Name typed, printed or stamped c J < ,,~, '( i~GAAi ~~~ ti- C O....uN I:L&L) 3l..ft <b ,J L;. ti-4 TrL t. LeT Zou I SQ. FEET PRICE . MAIN OR LIVING AREA OTHER AREA UNDER ROOF OTHER /:j VAl.:iuA1l~ Q~ BUILDING: 1i/5. u"t:. ELECTRICAL: 2..5. c"L PLUMBING: ;3 2-. SO MECHANICAL: N/^ Ll W Sq.f..I: RADON: II, z-~ CREDIT: NItt L5. ,,~ 3S ~~ f1' 'fl I". -r;t ~ .~ " ~~ f SEWER: N)n- WATER: TOT AL: ... b ~ P:\ fl:l ~ I T.I.F'sl J 1ft. I -r;litL '~2.02.:;u ...,. --........ ". ~._.....-1..-." . FlA. 1177 L^WI . SEMINOLE FORM 408 '1!713.13 NOTICE OF COMMENCEMENT. .. State of Florida '~R.~AR. IN DU~LICAU' 1111111111111111111111111I11111111111111I111111111 } 99162459 County of PA-6C(D I The undersigned hereby informs all concerned that improvements will be made to certain real property, and In accordance with section 713.13 of the Florida Statutes, the following information Is stated In this NOTICE OF COMMENCEMENT. Oescription of property 1\.\1... ~C(":t.:.. .':-,... .lp.~. .~4P.O. .E~~ ~~:-r.-.-:-. .Ph6\S'-P...~~....... .. .J~H.r... P~~~i~. .kr .~l~R.k-~. U.S. t. .F~... .3.3sY:o............................................. .~..pO/\ f~J. .19.. ~I.. ~.~(. .~.:(~.... .~.I.... .0.0."'.0..0. Q. .Q~.q....~ P. 99............................... General description of improvements .. 0Jl V;? . .Co. no.n \..:\~. ~. ~:-:-. JR...V. . .P~~r:-. . . . . . . . . . . . . . . . . . . . . . . . . . . . Owner. . ~.~ J,). . t. . .ld .NY..Q(AA~~\,r,'~ . . hff? ~~. . .. . . . . . . . . .. . . . . .. .. .. . . . . ... . ... ... .. . .. .. . . .. .. . Address . .~Y: .I.~.. P'i.~l+..q.,. .O<k 'f" 31>k.':7A...h~. ~\::\. \. .FL... .3.3.5 .'I~.................................. Owner's interest in site of the improvement. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Fee Simple Title holder (If other than owner) Rcpt: 379916 Rec: 6.00 DS: 0.00 IT: 0.00 Name .............................................................................. 12/23/99 Dpty Cl erk Address ............................................................................ JED PITTMAN, PASCO COUNTY CLERK Contractor . .f)kI}/.~. . . . . . .. . . . . . . . . . . . . . . .. . . . .. .. . . . . . . . . . . . .. . . . . . . . . ~~~~~.~~~~.~.~~... ~.~.~ l ~.~.? Address ........................................................................................................................ Surety (if any) .................................................................................................................. Address .............. - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Amount of bond $ . . . . . . . . . . . . . . . Any person making a loan for the construction of the improvements: Name ........................................................................................................................... Address ........................................................................................................................ Person within the State of Florida designated by owner upon whom notices or other documents may be served: J Name ........................................................................................................................... Address ........................................................................................................................ In addition to himself. owner designates the following person to receive a copy of the lienor's Notice as provided in Section 713.13 (1) (h). Florida Statutes. (Fill in at Owner's option). Name . .............. .........-............. .... ....-..---.................................. ............................................ . Address ............. Owner Personally appear d before me, Dean Lowe, who produc 5 . . 23rd FLDL as ID worn to and subSCribed before me thiS ............................... P.C. devJ7'DEC,EMB/:? . . . . . . . . . . . . . . . . . . . . . . . . .'9..9.9.... ~~........................... CONNIE AMAN' Public SlIm of FlorIda Cent __ Sept 17, 2DOO Cent. CC 5lI5484 o PElISOtwJ.y kNOWN BY ME o f'IIODt.CED lO. ...., i.. RV port .(or Pean and LynneMarie Lowe J.. <IIi" Pyrite Drive - Lot #200, Emerald Point RV Resort 1. Lot size: 38.85 ft wide x 69.0 ft long 2. concrete foundation: 28 ft wide x 64 ft long (see Layout #1 ) -------- ....- 28' 0".. .---- "- :, rVfD4 ')t?o, I shed 12' x 22' ..-.--y- . -_._+-- 6' 0-1/8" R~i($..'~ Sp-'T&\e..~s f~ (O-up6/LT'7 LI"-\b. ZU rt. f(2.CNI 5 f+ RfA<2. Mu '&1 D~ -!:. ~ .": ~ t ~ 4' 3 x3 I), I' I r lP /3 1- ~.......>r.:>o i .-/ ~ ~ \ 3XJ ,rJ. 5' / r;\ (p 12' 0" / ? ouerl,:,r:J ALL V.; d -,". ' "'J' !' 1 '''LY '.J \'.', l\ l' . WITH ALL i.I' .'~ING CODES STANDAIU) E .\TO, PLUMBiNG MECHA1.nCr\L, 1. .' C. AND CITY ' OF ZEPf-l"i-) r.ELLS O.WJNANCES. w c:: ;:) ... () ;:) a: ... Ul ... Ul o :t C) z i= Ul X w ,I I II DO NOT BLOCK III FIRE EXlT WINDOW I I ill L~ ~L- III i I' ~r I > II , .c:::- '1:' x 3' MINIMUM SEE TABLE z.z. I ~D / OR "ABLE 2.2.2 I '<-- OVERHANG VARIES w a: ;:) ... () ;:) a: ... Vl ... Vl o :t C) z i= Vl X LU VARIES W VARJES '1:' x _ FRONT WAll BEAM SElECT 1.' FROM TABLE z.", ~D / OR TABLE 2.1.2 USE 1.' = WI2 + D.H. L I I Ii rw /. W-7" , I , I ,f- WI2 --I'--- W - ~ WI2~.H. . ~CHOR WITH HEADER CHANNEL WOOD FRAME SHED WI~ 2 x 4 PRESSURE TREATED PINE ?tATE N-ICHORED TO CONCRETE Wl1rl 1/4' CONCRETE FASTENERS AT 4'-<:/,0.C. MIO-SPAN BEAM SELECT l FROM TABLE 2. ", ~D / OR TABLE 2.12 FRONT wN.J.. BEAM SELECT l FROM TABLE 2.3 SHADING TYPE II DENOTES INT. POST MAX. ROOF AREA TABLE 2.1.1 AND / OR TABLE 2.1.2 SHADING TYPE I DENOTES EXTERIOR POST ROOF AREA SEe TABLE 2.2.1 ~D / OR TABLE 2.2.2 MINIMUM 3' x 3" x 0.000" TI-lRU. BOLTED TO HEADER POST ~CHOR TO CONCRETE SEE DETAIl REQUIRED POST TYPICAL ~:,:.... SINGLE WIDE ATTA"Ct,ED CARPORT DOUBLE WIDE: ATTACHED CARPORT WITH CE.NTE:R POST SEe ROOF CONNEC1l0N DETAILS I POST TO BEAM SELECT FROM TABLE 2.3 UJ UJ c:: a: ;:) :i ;:) ... ... u 'I POST SIZE AND SPACING () ;:) ROOF PANELS SEE ;:) a: I, SEE TABlE 2.2. 1 AND / OR a: ... SECTIOI'! 7 T A3lES TABLE 2.2.2 ... Ul II Ul ... ... Ul "' g 0 ~ 3-112' 2500 P.S.L CONCRETE stAB :t WlT'rl 6 x 6 WELDED WIRE MESH l VARIES , OR FIBER MESH CONCRETE OVER . VAPOR BARRIER .----------- ROOF PNoIELS SEE I SEcnON 7 TABLES I SECTION THROUGH SINGLE WIDE ATTACHED CARPORT VARJES ~ ,-':' i r ROOF CONNECTION DETAILS SEE SECTION 7 DETAILS M!O-SPNoI BEAM SIMPlE SPAN TABLE 2.1.1 AND / OR 2.12 POST TO BEAM SELECT FROM TABLE 2.3 POST SIZE ~D SPACING SEE 1 Ai<1 t: 2.2. 1 NolO / OR 2.2.2 3-11'2" 2500 P$.1. CONCRETE SlAB WITH 5 x 6 WElDED WIRE MESH OR FIBER MESH CONCRETE OVER VAPOR BARRlEP. SEE CONNEC1l0N DETAILS SECTION THROUGH DOUBLE WIDE ATTACHED CARPORT WITH CENTER POST PAN OR COMPOSITE ROOF P~EL SEC1l0N 7 DETAILS TOP ?tATE PRESSURE TREATED OR \...,~ VAPOR BARRIER AT AlUMINUM ROOF UJ ~ g w I ~ as I 0 II ~ C) Z >= i Ul x I' UJ II II ii 'I II I, I! -r x 4' LUMBER TOP ?tATE @ ROOF L '1:' x -r AlUMINUM OR '1:' x 4' LUMBER #2 S.P.F, (MIN.) SHEATHING: 7116" O.S,B. OR 112' PLYWOOD Willi SruDS 24' ON CENTER OR STRUCT1JRAL GRADE ~ERMAl. PlY WITH STUOS AT " S' ON CENTER '1:' x 4' PRESSURE TREA TED ?tATE WITH 3/8' x 4- 11'2" CONCRETE AN010RS AT 4'-<:/, ON CENTER SEE stAB DETAILS s:= UTILllY SHED WALL SECTION w ~ ~ II ~ f ~ I I SEE CONNECTION DETAILS 1'1:' x P~ (SEE TABLE) USE W TO saECT P~ FOR REOUIRED SP~ 1- FOR FRONT BEAM USE l=WI2<-OVERHANG W 1 VARIES t w a: i: () ;:) a: I- "' I- Ul o :t C) z i= Ul ~ VARJES --'1< I .L-- W ! I ,f- WI2 /. I ,'" W JI I I W -* WI2<-O.H. ~ ~CHOR WITH HEADER CHANNEl FRONT WN.J.. BEAM SELECT l FROM TABLE 2.1.1 A."ID / OR TABLE 2.1.2 MID SP~ BEAM SELECT l FROM TABlE 2.1.1 A.'1D / OR TABLE 2.1,2 SELECT BEAM FROM TABlE 1 POST SHADiNG n'PE II SEE TABLE 2.2. I A."I0 / OR ~D I OR TABLE 2.2.2 SHADING n'PE 1 SEe TABLE 2.2.1 ~D / OR TABlE 2.2.2 DOUBLE WIDE ATTACHt:D CARPORT WITHOUT CENTER POST w a: ;:) ... () ;:) a: ... "' ... Vl o :I: I ROOF P~ElS SEE SEC1l0N 7 TABLES ,J' VARIES ~ ! ' " 3" RECEMNG CHANNa ~CHORS WITH (3) EACH #8 SHEET METAl SCREWS AT I -r ON CENTER MID SP~ BEAM SEE SP~ TABlE 2.1.1 AND/OR TABLE 2.12 POST TO BEAM saECT FROM TABlE 2.3 POST SIZE AND SPACING SEE TABlE 2.2.1 ~DIOR TABLE 2.22 3-11'2" 2500 PSI CONCRETE SlAB WITH 6 x 6 WELDED WIRE MESH OR FIBER MESH CONCRETE OVER VAPOR a.'-RRIER SECTION THROUGH DOUBLE WIDE CARPORT WITHOUT CENTER POST ATTACH SHED OR ROOM WAlL TO HOST STRUCTURE WI 114" x 3-114' TA?CONS@ IS' O.C. FOR MASONRY. #16d COMMON @ 16" O,C. OR #10 x 3-112" FOR WOOD, ~D "0 x 2.11'2" S.M.S. FOR I' x 2" AlUMINUM ~O .10 x 3-112" S.M.S. FOR '1:' x 2" AlUMINUM AlUMINUM POST A.'10 BEAM SHEAlliING: 71'S' O.S.B. OR 11'2" PI. YWOOO Willi STUDS 24' ON CENTER OR STRUCTURAL GRADE ~ERMAl. PlY WITH STUOS AT , 6" ON CENTER -r x 4' PRESSURE TREATED ?tATE 'Mlli 3/8' x 4-112" CONCRETE ~CHORS AT 4'.{)" ON CENTER SEE StAB DETAILS NOTES: 1. NoICHOR P~S TO HEADER CHANNEL WITH (3) '10 x H20 S.M.S. WI WASHER. 2. NoICHOR P~S TO ROOF BEAMS WI~ (3) #10 x 11'2" S.M.S. WI WASHER. 3, NoICHOR COLUMN TO CONCRETE FLOOR WITH (2) 114' x 3' CONCRETE ~CHORS, 4. ~CHOR COlUMN TO BASE ?tATE WITH '.1/4' S,S. BOlT 5. A."ICHOR SHEETING AS FOllOWS: A. PL YWOOO #ad COMMON @ 6" O,C, EDGES ~D 1'1:' O,C. iN FielD B. STRUCruRAL GRADE THERMAL PlY PER MANUFACTURERS RECOMIAENOATIONS OR tI6 x '.1/4' DECK SCREWS @ S' O,C. EDGES """ID 1'1:' O,C. FIELD AS A MINIMUM CARPORT WALL SECTION llie DESIGNS """10 SP~S SHOWN ON THESE DRAWINGS ARE BASED ON lliE LQ.4D REOUlREMENTS FOR THE FOllOWING CODES: 1) ST"""IOARD BUILDING CODE '997, CHAPTER'8 INClUDING SSTO 10-96 2) BOCA NA 1l0NAl BUIlDING CODE 1996 3) TEXAS DEPAAThlENT OF INSURANCE WINDSTORM RESISTNoIT CONSTRUCTION 1998 WIND lOAD TO SNOW LOAD CONVERSION TABLE: 50 'l'R SNOW LOi'oO DESIGN SNOW LOi'oO Wl"O LOi'oO IIlVILOlNG TYPE 5.25 #/ sa. FT. 3. 15" SO. FT. 95 MPH /OPS..., 25-30 /I / sa. FT. 61.70/1 / SO. FT. 100 MPH / OPEN 31-35 #/ sa. FT. 61.70 #/ SO. FT. 120 MPH / OPEN 36-<i0#/SQ.FT. 61.70'/SO.FT. 110 MPHI ENClOSED 61.70" sa. FT. 61.70 #/ SO. FT. '20 MPH I ENClOSED saJ;C1 ROOF Ol\ "AU IoCOo'lIERS FROlol1oWllOPR;An ,"",,0 lCAO r"-!lUS. ...J -< (I)::J az UJ-< :c~ (1)7 065(1) (l)U)...J ~.UJ ..ot' UJa~ >(I)UJ OUJo <">~N O::Jz - f- ~oo 1l.::Ji= - ~ <..> (l)f-UJ f-(I)CI) ~~ O::J ll.z ~- -<~ <..>::J ...J -< ,f-, w~_ . f-; N 0.. ....I - ~N - II) :: i:: ~ u.. .... Q.)ts .... Cf-,~~5! :<:: 0 ... "' c~>::e.,. ~~~~~ ~--- . ~ 5 ~ g Wooo- Q.)~~~~ o~~wu. c ~. ~ Q.)~~"" '- ~ ell ?: ~ . ro ....I 0.: -.J TEXAS CONVERSION TABlE: WINO ZONE SEAWARD OF LC.W. . INlAND OF LCW. . . INTERCOASTAl WATERWAY JOB NAME: AOORESS: DRAWING FOR ONE PERMIT ONLY 1 OF 7 , , 11 I~ 0 i:i ~.{ W lj. W '} ~ 1 ~ I 11 II II II OVERHANG VARIES - II II N II II w .... ~j=Wr2+o.H. ,. AfiWr2 ,~ ~ I .... II ! II ~ Cl. 11 II II) ~ II II <Xl II II I II II I II II I II II l " " ~ ","---.', '. , L-.....:. . I, , NOTE; FOR BEAM SPAN LENG111'A' FOR TABLE 2. U AND TABLE 2.1.2 EQUAlS 11;E lARGER OF: A = W OR A = W/2+O.H. DOUBLE CARPORT BEAM IF REQUIRED FOR KNEE BRACING II r W FOR BEAM SllE :1 , SLOPE \ 1/2 1 I' ~-= i KNEE BRACE ~ il [ W,"R'~S~ ~~ '2 . MINIMUM SLOPE SHALL BE 1/Z' PER '2' EXCEPT FOR 0,026" PANS FOR WHICH 11;E SLOPE SHAlL BE 314' PER 12' FOR SPANS EXCEEDING '2'.q' OR MANUFACTURERS RECOMMENDED SLOPE END VIEW DOUBLE CARPORT (GABLED) I II , I i II I. II II IUI] IcJ r :1 I , I t~- II [1 "r-r ALUMINUM UTILl1Y SHED WALL WITH DOOR (ELEVATION) '2' AlUMINUM PANEL ROOF SEE TABLE 2.5 I'-- W/4 WI2 " W14__ I i WI2 = LOAD WlOTIi FOR RIDGE BEAM SPAN ~ ~ I I I' RIDGE eN> I i ~~ W R I RIOGE BEAM SEE TABLE 2. '.1 AND I OR I II TABLE 2.12 I MONO-SLOPEO ROOF II 3')( 3' PAN OR COMPOSITE PANEL ROOF - OVERHANG VARIES II N w L 2'.q' ..J ~ NOTCH POST TO RECEIVE BEAM ..J W1ni (2) 3-1IT )( 1J4' niRU-BOl T ~ WITH LOCI< NUT TO\> AND BOTTOM II) BEAM PER TABLE 2. U AND I OR TABLE 2. 1.2 ~ ~ a:l POST PER TABLE 2.2. 1 AND I OR TABLE 2.2.2 < l' Y "I'" SHADING DE....OTES MAXlMUM ROOF AREA FOR COlUMNS AND FOOTING SINGLE CARPORT , SLOPE -- 1/2 '2 I' I i W FOR BEAM SIZE SEE TABLE 1 AFTER COMPUTING 'A' lARGEST VAlUE I il POST SIZE AND SP AClNG PER TABLE 2. U AND I OR TABLE 2.1.2 NOTE: KNEE BRACES ARE REQUIRED IF POSTS ARE NOT SET IN CONCRETe FOOTING END VI8N SINGLE CARPORT 12 112~ C X' RECEIVING CKA.'lNEL I i I \ J II I II -ftl !,', 12' AlUMINUM PANEL SEE TABLE 2 5 II ii RECEIVING CHANNEL ~I RECEIVING CHANNEL 12' AlUMINUM PANEL SEE TABLE 2.5 RECEIVING CKA.'lNEL " I I I I I I ::J II -n I i I , I I I I I' ,I I' , i ALUMINUM UTlLl1Y SHED WALL (ELEVATION) 12 1/2 ==-- Ii,\: I 1--== ,/ I " , ~~ ,,'" W GABLE CARPORT FRONT ELEVATION , ,. ," U2 ~ RIDG.E BEAM ,~ i ! jr , II i i ! LOAD W1DTIi FOR CENTER BEAM I I if-- PER TABLE 2.1.1 AND lOR TABLE 2.1.2 -- ~-----------~------------ , ,r q ;... I / L I L , NOTE: KNEE BRACES REQUIRED IF POSTS ARE NOT SET INTO CONCRETE FOUNDATION L , GABLE CARPORT SIDE ELEVATION PAN ROOF SEe TABLE 2.5 ::J EF :r RECEM"IG CHANNEL PAN TO WAlL C CHANNEL (31 #8)( 112" PER PAN PAN WALL 2' x 2' x 0.0<<' BRACE FOR MORE PAN HEIGHT REFER TO TABLE 2.5 1/4"0)( l-IJ4' EMSEDMENT EXPANSION BOt. TS OR EOUAL DRIVE PINS AT 24' ON CENTER 3-1IT CONCRETE StAB SECTION THROUGH UTILl1Y SHED PAN WALL CONNECTION #8 x 112' SHEET METAl SCREW INTO EACH RI$CR AT PANEL ENOS TOP AND BOTTOM PAN BOTTOM CHANNEL AN~ORED TO StAB W1111 114'0 x l' EMBEDMENT E.X?.ANSION BOlTS AT 24' ON CENTER OR CONCRETE SCREWS 12' RISER PANEL SEE TABLE 2.5 I ATTACH PANELS TO CHANNEL W1111 (2) #8)( lIT SHEET METAl SCREWS EACH PANEL AT EACH END -l ~ C/)::) OZ W~ J:~ rf) Z "-'0 ViCi5:3 ~~~ OC/)W U~~ O::)Z -I- ~UO o.::)i= .n:U Vil-W I-Vic/) n:~ 0::) o.z C!_ 4::~ U::) ...J 4:: f- ui ~_ '... N 1'\ :>_ u.. II) N .......-~~.. ....... u ~,.... Q)f-<"" E~~~~ ~~~i~ w:t--_. .~f-UJ~ Wa5iS-- '<Il:tx Q)U lS ~ fu ~ w........ C~.UJ Q)i3~f- '-~<Xl ~ll.Ici 1 2 OF 7 r' w ~~a~SIZE SEE TABLE 2. , . I ANDIORTABLE 2. '.2 AFTER COMPUTING 'A' LARGEST VAlUE ~ '.Mr MIN. IN CONCRETE /~l 'If (2) #'0 x I' SHEET METAl SCREW INTO SCREW SLOTS ANCHOR I' x 2" PLl.TE TO CONCRETE WITH '14' X 2"/2' CONCRETE ANCHORS WITHIN 6" OF EACH SIDE OF EACH POST AND 24' O,C. MAX. BEAMlHEADER Al~TE CONNECTION DETAIL 2" x 2" x 0.063' ANGLE CONNECT UPRIGHT @ BEAMlHEADER AND CHAIR RAIL POST SIZE PER TABLE 2,2. , AND/OR TABLE 2.2.2 SIDE vim SINGLE OR DOUBLE BAY CARPORT KNEE BRACE NOT REQUIRED FOR ATTACHED STRUCTURES KNEE BRACE REQUIRED IF POST NOT SET IN CONCRETE FOOTING ,. x 2" EXTRUSION PAN OR. COMPOSITE PANEL ROOF -.2- MIN. 3-112" SlAB 2500 PSI CONC. 6x6-1Ox10 W.W.M. OR. FIBER MESH VAPOR. BARRIER UNDER CONCRETE '. HOLLOW POST TO BASE AND HOLLOW POST TO BEAM DETAIL CENTER OF BRACE CONNECTION FOR. "1' STAAT OR END OF BEAM SPAN ,? KNEE B E LENGTH H-<:HAI..;NEL KNEE BRACE 2" x 3' x 0.050" KNEE BRACE WITH (3) '10 x'l2" EACH SIDE OF BEAM lJ.01ANNEL ON SIDE WITH (3) #10 x 112" AND ..;NEE BRACE :~O POST .'NO (3) #10:: ~12" EACH I A . .~~ nF~'3RACE 'MTH!;oRROSlUN ~ l RESISTTV'( WIo.SHER HEADED SCREWS BEAM PERPENDICULAR TO ROOF BEAM PARAlLEL TO ROOF l<.NEE BRACE TO POST DETAIL t"".... ~(4) #'0 x'l2" S.!-.1.S. EACH SIDE OF POST HEADER BEAM 2" x 2" OR. 2" x 3' OR 2" 5MB POST -----.. , . '~ +~',~ 1--=1 I I ,-=-=r- Cjo -_____ ANCHOR. I' x 2" PLl.TE TO CONCRETE WITH "4' x 2-'/2' CONCRETE .LJI ANCHORS WITHIN 6' OF EACH SIDE v-y'f 1- 0F EACH POST AT 24' O.C. MAX. OR THROUGH AI"GLE AT 24' O.C. MAX. H-8AR OR. GUSSET Pl.A TE 2" x 2" x '1'6' ANGLE EACH SIDE ATTACH TO POST AND CONCRETE AT LOAD 8.:ARING WALL WITH (2) #10 x '12" S.M.S. EACH SIDE l' x 2" EXTRUSION PlATE TO BE SA.~E THICKNESS Io.S aEA.1.l WEB Pl.A TE CAN SE INSIDE OR OUTSIDE BEAM OR LAP CUT ",.. d- SO' ..",.. d-, 50" -I' ,. MAX. SelECT F Io.STENERS FROM L 75'1:" . . - - - . - - ,~ ~~ 1--'< TABLE ,. 6 ~ : "?- ~ "" 1.75'~ -- -- - d - ~ ~ > I ' I ' ..., ,~ DENOTES SCREW PATTERN ,. MAX. NOT NUMBER OF SCREWS SPlICE TO aE LOCATED 114 TO 1/3 BEAM SPAN AND STAGGERED EACH SIDE OF SELF MATING BEAM 1.1/8' MIN. IN CONCRETE MIN. 3-112" SlAB 2500 PSI CONC. 6x1;-IOx10 WW.M. OR FIBER MESH VAPOR. BARRIER UNDER CONCRETE d = HEIGHT OF aEAM aEAM SPlICE SHALL BE MINIMUM d . ,50" HEIGHT 2 x (d . .SO} LENGTH SelECT FASTENER SiZE. NUMBER AND SPACING FROM TABLE 1.6 1YPICAL BEAM SPLICE DETAIL SELF-MATING POST TO BASE AND SELF-MATING POST TO BEAM DETAIL ANGLE OR RECEIVING CHANNEL 1.112" x \.112" x O,C8O" ANGLE EACH SIDE OF CONNECTING SEAM WITH SCREWS Io.S SHOYiN I @ -@ J@ :.\@ . 1'@ -@ ~~ ~ @ ! @ PRIMARY BEAM a: @ SEE TABLE 2 . , . \ w AND/OR. TABLE 2.' . 2 ~ @ t @ ~ @ w oJ co < f- a: w tl. :t: f- tl. w a PRIMARY BEAM SEE TABLE 2 .,. I AND/OR TABlE 2. \ ,2 CARRIER BEAM SEE TABLE 2 .'.3 MINIMUM #8 S,M.S. x 3/4' LONG NUMBER REQUIRED EQUAl TO BEAM DEPTH IN INCHES EXTRUSIONS WITH INTERNAL SCREW BOSSES MAY BE CONNECTED WITH (2) #10 x \-\12" INTER..'lALl. Y MINIMUM #8 S.M.S. x 3/4' LONG NUMBER REQUIRED EQUAl TO BEMI DEPTH NOTE: EX'T'ilUSIONS WITH INTERNAL SCREW BOSSES MAY BE CONNECTED WITH (2) #\0 x \-112" INTERNALLY NOTE: CARRIER SEAM TO BEAM CONNECTION CARRJER BEAM TO WALL CONNECTION BEAM TO WALL CONNECTION (2)2' x 2' x O.C6O" EXTERNALLY MOUNTED ANGLES ATTACHED TO WOOO WAlL WITH MINIMUM (2)318' x 2" LAG SCREWS PER SIDE OR (2) 1/4' x 2.\14' ANCHORS TO CONCRETE OR. MASONRY WAlL ADO (' ) MCHOR PER SIDE FOR EACH INCH OF BEAM DEPTH LARGER THAN 3' (At TERNA TE) ('l \.3/4' x \-3/4' x 1.3/4' x \/8' INTERNAl u-ctIP ATTACHED TO WOOO WAlL WITH MIN. (3) 3/8' x 2" LAG SCREWS PER SIDE OR (3) 114' x 2.114' ANCHORS TO CONCRETE OR. J.I.ASONRY WALL ADO (') ANCHOR PER SIDE FOR EACH INCH OF CANTILEVERED BEAM DEPTH LARGER THAN )' III UJ ~ ROOF PANEL SEE SECTION 7 ANCHOR. PER DETAIL FOR PM OR. COMPOSITE PANEL SeE TABLE 2 , 3 FOR NUMBER OF 801. TS ANO SIZE OF POST BEAM AND POST SIZES SEE TABLE2.1.1, TABLE 2 . I .2ANDI OR TABLE 2.2. I, TABLE 2.2.2 COlUM."4 NOTCHED TO SUIT SIDE NOTCH POST TO BEAM CONNECTION III UJ ~ I ROOF PANEL SEe SECTION 7 ~ ANCHOR PER DETAJL FOR PAN OR COMPOSITE PANEL SEE TABLE 2 . 3 FOR. NUMBER OF 60l TS AND SIZE OF POST BEAM AND POST SiZES SEE TABLE 2.1. I, TABLE 2.1.2 AND I OR TABLE 2.2. \. TABLE 2.2.2 COlUMN NOTCHED TO SUIT CENTER NOTCH POST TO BEAM CONNECTION NOTE; CROSS BEAM ATTACHED AT COlUMN AND BEMI L BEAM PER DESIGN TABLE ,. x 2 118" x 0.044' CHANNEL wi #8 x 318" wi HEAD S.M.S. @ , \12" O.C. tMX. BOTH SIDES (2) #8 x 112" wi HEAD S.M.S. PAIVJ...lEL @ 112" O,C. MAX. TI-lROUGH ,. x 2 \18" CHANNel INTO BEAM (2)5116" x 3 112" CAD. ST. BOlTS THROUGH CROSS BEAM AT COLUMN AND AT BEAM -J -< (,I)::> OZ UJ-< J:~ (,I)Z odl') (,I)U5~ O::UJ UJO~ >(,I)UJ OUJO ()O::N O::>Z ~t5Q a..::>1- . 0:: () (,I)I-UJ 1-(,1)(,1) o::~ 0::> a..Z 0::_ -<~ ()::> -J -< I- W~ _ '..,J '" 0.. ;) - V)~ - ~ oJ ~ 8....;! Q)~<'" r.::~~;!:s r.:: ;:q: ~ ~ ~~~I~ ,>f-UJ;( W~5~e '1Il:t:>< Q)Cl: ",Q. < () IJ.i <:I W ... ~MoJ r.:: ~ ~ UJ Q)i3~f- L.~co ~;:iO C'O:> . ~ 3 OF 7 "" U~HANNEL POST IN CONCRETE #4 BAR 12" LONG POURED CONCRETE REFER TO TABLE 2.4 OPTIONAl. CONCRETE CAP BLOCK ~ ORBRlCl< ~ (1)#4 BAR AT CORNERS AND 10'~ r ON CENTER FlU. CELLS AND KNOCK OUT INTERNAL OR EXTERNAL RECEIVING CHANNEL ISOLATED FOOTING ~ 2" x 2" x 0.063. ANGLES . . INTERNAL OR EXTERNAL ANGLE CUPS 3. x 3. POST ruRN BOlTED TO ANCHOR RJSER 2-314' x 2-314. x 2-112" LONG 118' TUBING WELDED CONNECTION FASTEN PER TABlE 12" X 12" X 1/4. Pt.ATE 3-112" CONCRETE S~ BASE ANCHOR CONNECTOR FOR POST TO SlAB CONNECTION AlUMINUM ruBE COLUMN EXTRUDED AlUMINUM BASE OR BREAK FORMED U-CUP ~ m CORROSION RESISTIVE STEEL THRU BOLT PER SCHEDULE ~ CONCRETE SlAB OR FOOTING I L ~ ~ '.-- t CONCRETE ANCHORS PER SCHEDULE TUBE COLUMN BASE SCHEMATIC INTERNAL BASE NOTE: ATTACHMENT DETAILS SHOWN REQUIRE DIAGONAl BRACING FOR FREE-STANDING COVER 'Z4' MIN. BEFORE SLOPE { f 3-112" TYPE I RATSLOPEINOFOOTlNG 0-2" 112" 16. 1 ~ '" C'l t- . '0.-J- ~~ 112"1 KNEE WALL FOOTING FOR SCREENED ENCLOSURES BlOC!( TOP COURSE 'NIDi 3000 PSI PEA ROCK CONCRETE RJBBON FOOTING OR MONOU11-tIC IF MONOlITHIC SI.A8 IS USED SEE NOTES OF DETAIlS BELOW Q~ . . D', i;r'--~--'-' 'f ",~ I i ~ ~ L~ ~ ~ J " i' 't' = l111CKNESS OR REQUIRED POST TOP OF GRADE 3. x )' POST PER TABLE eo lb. 2500 psi CONCRETE PRE-MIX 3Ia' x 3-112" BOLT (2) 2" X 2" X 't' ANGLE OR (1) IJ-CHANNEl X 't' RAISED PATIO FOOTING 3. x 3' BASE ~. PORCH POST CONNECTION ALUMINUM CONVENTIONAL CONSTRUCTION . ~ TYPE II MOOERATE SlOPE FOOTING 2""2" - "-10" TYPEIII STEEP SLOPE FOOTING > 1'.10" NOTES: 1. NO FOOTING REQUIRED EXCEPT WHEN ADDRESSING EROSION EXCEPT FOR EXISTING SlAB W1T11OUT REINFORCEMENT. THEN TRJBUTAAY ROOF MEA UMITED BY TABlE 2.4 2. MONOlITHIC stABS OR FOOTINGS SHALL BE MIN. 2.500 PSI CONCRETE Wf11-t 6x6-1Ox'0 WELDED WIRE MESH OR FIBER MESH MAY BE USED IN LIEU OF MESH. 3. IF LOCAl BUILDING COOES REQUIRES A MINIMUM FOOTING USE 1YPE II FOOTING OR FOOTING SECTION REQUIRED BY LOCAl COOe. LOCAl COOE GOVERNS. SlAB DETAILS ADDRESSING EROSION PAD FOOTING L~ liJ ~ I 1-'1< -,I' 8' .... AlUMINUM STRUCTURE FOOTING 2500 PSI CONCRETE Wl11-t (1) #5 BAR CONT. MINIMUM 2-112" OFF GROUND RIBBON FOOTING 1YPE I ~~ ~-, ,f-- 12"-Jf AlUMINUM STRUCT1.JRE FOOTING 2500 PSI CONCRETE Wl11-t (3) #3 BAR CONT. MINIMUM 2.112" OFF GROUND RIBBON FOOTING 1YPE II ANCHOR AlUMINUM FRAME TO WAll OR SlAB WI11-t 1/4. X 2-112" MASONRY ANCHOR Wl11-tIN 8" OF POST AND 24' ON CENTER MAXIMUM (1) #4 BAR CONTINUOUS 8. x 8' X 18" BLOCK WAll (MAX. 32") (1) #5(;!l BAR OR (2) fI.4e BARS MIN. 2-112. COVER AlUMiNUM ATTACHMENT 3-112" CONCRETE SI.A8 8 X 8 - 10 X 10 WELDED ,'MRE MESH.OR FIBER MESH CO~ETE VISQUENE VAPOR BARRIER UNDER SlABS HAV\NG STRUCT1.JRES N30VE ~ (/)::> ~ ~. (/) Z' od ~;(/) (/) en -I , EO ~. ~. > (/) Wi o UJ Q' (.) 0:' NI 0,::> Z -I- ~!(.) 0 a.::>i= ~ 0: (), (/), I- W, I-(/)(J) o:.~ 0::> a.'Z 0:_ o(.~ (.), ::>, -I, 0( WEll COMPACTED CLEAN FlU OVER SACRIFICED NAruRAl SOil 90% RELATIVE DENSITY CONCRETE FIUED BLOCK STEM WAlL 8. x 8' X 18" C.M.U. 8' X 12" CONCRETE FOOTING 'NIDi (1) #5 CONTINUOUS LOCATE ON UNDISTURBED NAruRAl SOil l') #5 VERTICAL BAR AT CORNERS AND 10'-0" O.C. GAlV. METAl STRAP (14 GA. X 1i 8" X 8' X 18" CONCRETE BlOC!( 8" X 24' X 24. POURED CONCRETE PAD (2) #5 BARS (18. LONG) EACH WAY CONCRETE POURED CeliS WITH #5 BAR lSAKRETE READY MIX wi GRAVEl) ,f- W ~_ ,~ '" a. :S 1:1 ~ tI) .... ~~u.. Q)f-~~ 2~~~~ Q)~~~... aJ"'J:~~ . l!:l f- W ~ W~5~~ ~rfii~~ CUJ~uj Q)~~f- L.. U ell :: ~:> a 4 OF 7 Table 2.1.1: Allowable Roof Beam Spans for Car1Jorts, Patio Covers, Screen Rooms, and other Open Buildings with Solid Roofs Aluminum Alloy ~ T of WInaZOne ;I 1U~ Ml" 'U Ml"H ,''v Ml"H 1aMl"H ,.... "~M Appllea Loaa . 110, ~q. r.. <\JII' ~q. ... <"..' ~q. ." <"", ;>q. r\, ''''' I ;>q. t.. Loaa ...'am .. . J' . u.uou 011 ow III /I ~... "-<J 0"" (., ij' O. ,,-..> -0 ." 0-0 0-..> 0-0 0"" lI' ('.. 0... 0-"> ~'-lf' ..- (." 0"" o.~ , . ~-4 IV 0'11 0-4 ,." ,. ,"" ,,- o-.r b-. ,-0 , ,.,v 1.C 0-4 ~.w ,.~ ~. ". Loa. mom . x J X V.V,," HOllOW '/I .1 IV-..> ,.( a. a. 6' w.. , a., a." ,., ...~- O'-lf' a. O'IV ... "...' ". ., I, 0"" 'lr' a-..> .., 0.., a"" lIT .1\T r-s 0" 0-"''' 0" ,,- ,.., O' 0"" O' ,.., 1. r.c !:)'. 0." ~.lIJ 0.., LOa. mom . x 4' x ij.V:'< HOllOW lilt ~' ,,,.~ -..> IV-o ~. a. 0' "." IV-4 .., ~-v "." IV-4 ~.( 0'" 0-4 ,. 'II" ..., a. a... 'IV (. -,- --g:', "..~' - ('le 'c-. '.') . '+ 0-0 ; W ~ ~- r---->""-- .~ ~ 0'-4 ". '-"> ., 0.., 0"" 1. .,,- I r-s O'lV' 0"" ,., Loaa YVlcm mxu.U"" allow 5" "'.., , 'IV IV-<I . .., r .r 'v., 'v." ,.< 11. liJ... ~.11 ~..., 0-0 -II" IV'lV IV-<I .... a.~ 3' w.J- ...~' o.'v o'~ 100 lIT ,..' ". 0'" ,.1IJ (. ,. "OS 000 I," -0 a.~ 1.C ".lv "." ,... .,,' 0-0 TOaa mom < x, X U.U"" X U.1VU :.en avng ""am 5" 14'-6" l:l'-4' '" 00 .. IV' 0 l~-"> "'." "... w... .... "'-..> ,." IV-o .. 0.11 ... '.5- HI. ...liJ .'.J" 0-" , lV.1V ..~ o.~ .w lIT 1\]'0 ,,,, a. IV a-,o ,.., l' ,.~ ~-<J o.~ I. '2' 9'-4' 6'.7" E." 7'.7" 6'.10'" example: For < x 4" x 0,038" x 0, lCt:f SeIf.Mating Seam; Beam span between ~nghts vse load width 10 enter table. For 12' Roof Panel- 2' Ovem""g: Load 'v'lidth = LW = 12' /2.2' OH = 6' : Enter table on lell at 6' read allowable span under required 'oad; ,hus fO( ,00 MPH, Wind 10adJ1iveload 0( 17 #lSq, Ft and Load IMdth = 6'. 0" Mal<lmum Beam Span for 2" x 4" x 0,038" x O,lCt:f = I 11'.5" I Spans do nol include length of mee brace Add horizontal lengtl'\ of knee brace to above spans fO( lotal bea spans. Table 2.1.2: Allowable Roof Beam Spans for Car1Jorts, Patio Covers, Screen Rooms, and other Open Buildings with Sofid Roofs Aluminum Alloy 6063 T of Wind Zone. 102 MPH T 110 MPH I '20 MPH I 125 MPli 140 MPH Applied Load ~ 17., So. Fl I 2011 Sq. Fl I 2311 So. Fl I 26111 So. Fl 3211 Sq. Fl Load Width r x.. x 0.050" x 0. '20" Self Mating Beam lI' 10.11" 15'. 14'.]" 13'-8" '2'-4 ". 15." 4'.9'" '3'.9" IZ.l '1'-8" 10' ,5.2" '3'.'1 13'-0" 1Z.O 11'-0" 11 14'-5" l:r:4'" 'Z~' ,f-8" 10'-a" 12' 1J'.'\T 12:.9" "." '1'.2' 10'.1 1J' '3'...,- IZ.J" 1'-5" '0'.\7 '>-8" 14" 12'.10'" '1'.10'" "'-0" '0'-4" 9'-4' Hi' 11'." IT.:o'' '0'-4 -'1-<1' 6'.9" Load Width r x T" x 0.055" x 0.120' Self Mating Beam 8' 19'-4 , .10'" 15-8" 15'-8" 14.' 'I '6'';; 16".10" 15'-8" 14'.9' '3'-4 lIT , -4- 15'.'1' 14"'" 14'.(l' 12'. '1 16'-6" l5"-3" 14' ., 13''4 ,2:-0" 12' 1~'.10'" ,4'.7' '3'.7" 1Z.'> 11'.Q" 13' 15'.2" '4'-0" 13'.' 1Z.O 1..- 14'-8" 1'3'-8" IZ., IT.10' 10'-8" 16' '3'-8" 12'.7 1,..9' 1l'.1 9'.11 Load Width 2'" x 8" x 0.072'" x 0,224' Self Mating Beam , 8' ,,4'-' v 22. , 21'-4 , 2C' '1 '8'., F'~-' -- - -n'.-r- f-~,," ;:J ., 18'.1~ -- I--, lr.rr- , 22'., 2fJ.Q" ,..., 1." 15~'- 11' 21'.1' 19'./0' 16'-3' , '., '5'.5" I. 20'-3' 16'-8" 1 '.5' '0.5- '.'.... 1.. 19'-8" I '7'." 15.9' 15'.9'" 14'-3" 14' 16'.9" I 1 -4 16'.2' 15'.T '3'-8'" 16' 17'.7' I '6'.2'" 15'.1 14'';; 1Z.1(T Load Width r x 8" x 0.07r x 0.224" Self Mating Beam 8 27.2" 25'. 23'-4 I 21. '9'.10" 'I 25-8" 23-8'" -a-o" 2fJ.9'" '6'-a" 10' 24'-4" 22.5- 2fJ., 1 19'-8" ,7-'1' 11 23'.2" .21'-4 w:ll' 16'.9" 16'.1, I 12' -a.2" 2fJ-6" 19'.1 I,." 16'., 13' 21'-4" W-8" 16' -4 1n" 10'.7" 14' 20'.f' 16'.11" 17'-8' 15-7 14'.,,' '6' 19'';; , '.9'" 16'-6' 15'. 14-0"' Load Width 2" x 9" x 0.08r x 0.306" Setf Mating Beam 8' '8-8" 27'-4' 25'-6' 23'.11' 21'.7" 9' 21." 25'.9' -'2'4.' -a.7 2fJ.S" 10' 26'-6" 24'./0' -a.,0' 21'.5' ,,>-4' ". 25'-4' 23'-4" 21'.9'" 20'.5' '6'.5 lX 24'.J" 22'-4 - 20'.10' ~~ 17'-8" 13' 23'.J" 21'.5- 20'-0" '6'.'0" '0' 14 22.S' - 20'-8" 19'-3" 18'~2" '6'-4 16' 20'., " '9'-4" '6'-0" 16'.,," 15.J" Notes: Above spans dO not inclvde length of mee brace Add honzontallengtt\ of mee brace to above spans for total beam spans. Table 2,1.3: Allowable Spans For CARRIER Beams in a Solid Roof, OPEN Structures (102 MPH Wind Zone, Applied Load ~ 17 lb. /"'1. It) Aluminum Alloy 6063 T.f Single Self.Mating Beam. 6'-0" 28'-0" r x 4" x 0.038" x 0.100" 12:-8'" '0'.". 9'.9" 8'.,," 8'--3" 6"."" 6".7" 6"-4" 6".," 5.10'" 2'" x 6" . 0.050" x 0.120" 16'-8" 16'.2" 14'.Q" '3'';; '2'--3" 10'--3" 9'.9" 9'-4" 6'.,," 6'-8" 2'" x T" x 0.055" x 0.120" 21'-4" 18'-8" 16'.7" 15'.1" '3'.,," '1'-8'" '1'.2" 10'-8" '0'-3" 9'.11" 2'" x 8" x 0.072'" x 0.224' 27'S 23'.9" 21'--3" 19'-5" ,7'-,," 15'-0"' 14'-4" 13'.9" 13'.< '2'-8" 2'" I 9" x 0.072'" I 0.224' '8.". 25'.11" 23'--3" 21'.2'" 19'-8" ,6'.5' 15'-8" 14'.'1" 14'-5" '3'.11" 2'" . 9" x O.08r x 0.306" 32:.9" 28'-4" 25'-4" 23'.< 21'-S"' '7'.,," 17'.'" 16'-4' 15".9" 15".2" Double Self-Mating Beams 10'-0" 32'-0" 2'" . 8" x 0.072'" x 0.224" Xl-o" '6'.9" 2'" x 9" x 0.072'" x 0.224' 32'.10" '8'-4" 2'" x 9" x 0.082" x 0.306" 35'.10'" 2fJ.,' Double Self Mating Beam 2 x 4 Self Mating Beam added to ToplBottom 11l'-o" (perpendicular to webs! 2'" . 8" x 0.072'" x 0.224' :l4'-8" r . 9" . 0.07r x 0.224" 37'S i 2'" . ~"'Xlf.'c3r . 0.306" 4(J:;r Note s: ~ (/):> OZ Wiq: J:~ (/)2: ad, ~i (/) (j)'(/) a.:W~ WOaJ ~.(/)q: "WI- .....O::N O:>Z -I- ~()Q c.:>t) ~ 0::, W' (/),1- . I-'(/)(/) a.: , . ~ 0:>' c.z a.:_ q: ~. () :>, .-J, oe( Above spans dO not Include Iengtl) of knee brace, Add horizontallel19th of kI>e'l brace to above spans for lotal beam 'pans, Wind Zone Conve",ion, Table is constructed for 1 02 mph wind lone, open structu,. (17 Ibslsqftl, to convert tabular value 10 higher (more severe) wind zones, multiply by the factOf1l in the following Conve",ion Table, .n Zone pp.e Load overson F.etor f- u.i~_ '..; N Q.:l- <I)~ i:i~ ~ " Q)f-$!:: C~o;!:lj C;t~le~ ~&~..;~I~ . i- W X w 5~e '<I)J:X ~~~~~ C2:"W Q)~~f- L.w~ :: . (IJ 5 OF 7 Table 2.2.1: Allowable Attributable Roof Area per Post (or Carports, Patio Covers, and other Open Buildings" ALUMINUM POSTS Numlnum Post ,,'nu ~caa = I lU~ ""'" I 1WN\YH I 110 MY" I 1<) ""'" I ,.... ""'" "PP..ea ..cao = " .."q. .~ 'w ~"q. '1. I .. "'~q. rt. I ". "'~q. rt. I J" "'~q. ... MIXHnUm "..cwa.,.. ~co, "'ea ,n ~quar. ree ct Vinous ..cauS cn c'" e'gm ~cau ,n ~us . x. X ..w_ OIlOW l:.XU"VSlon or r-" .. eo<o ,~ lU" I '-N I .. '''' 0'1 .:>40 ~I 1 I 01 I ov ." ,.10.1 1<1.1" 1 ov I ,.1 I .., .)Q . . ....,,, ~ ., I J~ I J~ <0 ..gm ..Ch, In ~us . x. X w.w, "o..ow ~1l'\J"on 0< o.~ ..100 '0 '''1 i~ IU~ I 0<:> .., <'^'~ >01 1<~ I llhl .., I la ,u." ,,;n .q I 00 I .~ OJ I "" ,~." ,I':J{ U ov I ,,, "0 I JI "e'gn ..caa In ..as . X < X V.V I V O..Ow ~Il'USl"n' ".umlnum ",.oy """.I '''' 0'< , , "VO <vv ofU I ''''' I 1, 'UI ~., ".,0<:> '''''' 1.10 I I "" ov 'v' .:.cc ," .~ I oo I '0 0" I~" ,..' 00 ,~ I "" I " ., "e'gm I.oaa In 1.0S . x. X V.U"", "011 Forme" . "'umlnum ""oy J1VO ". ,,,""' <."'" "'V ll~ 1U4 ." ,~ ,., ,I"" 'u' "'=I ,,, ,~ 0<:> ,,- ""~ O~ o. ov ~ ." ,,""' ',\J4~ 0' ,,, ., 4U .>J -rielght I l.oad In L11e Tx J x o.Oo~ r("I. rorme . ..uUlolnUm A.lloy J'v~ ,.,., Ih' " 0l.N <n , ,0\) I "'51 I 1.)6 I i lJ '..,U '.''oN I '-'~ I ,,~ I '" I lU'l I "" ,. ., <.'W ,<= I v~ I . I 01 I 00 "0" '.'" ." I '" I oc I 01 I .~ nelgm I ..cao In ~us . x. x..."" "u'.a "OIlOW bITuSlon . Alum.num """. ... I ol\,) I ',."" <'oN I ,Iv I <0 I " 'UI ,,,"U I "':>0 ,,,-, I '"'' I I "" I ou ".,v I ' ><'0 I I .. I 00 I '0 I o~ f .IV I ',"I 00 I' I 00 I 01 I ., Exampl.: Find Root Area Newed' Area = A': Pcst Spac.ng ='S" S\".'Cture Prolection = W" A = 5 X [W/2. 0 H): I'S' = 7'. W = 12', and O.H = Z then: Area' = 56 Sq, Ft Fe< a 1C'.'" ;>ost and 120 m,p,h, w,nd icad or 23 II I Sq, Ft. ;>OS1 Cl\QlCes 'are 1) 2" X 3- x 0 au' Hollow Ext"'s >on 2) AU post sizes hsled beiow the 2" x 3" x 0044" Hollow Section Note: \'mere jce condlt""'S doctate a P<Js1 "e..hl of 1 0' on a '20 MPH won" zcne, a 3- X 3' Roll Form~ COULD NOT BE us~ Oe-'..ause whe!'l rt 's more II'.an , 0' la~ r. can only SLJP~" 39 SF of rOOl On \he Olher hand, a 3- x 3'" Fl,..:ted Post wit., a post height of '0". r can suppon an area of ~28 sQuare feei of area. "Tho.Js. des'9n mus1 S-attSy COth he'9ht aJ"'ld area re-Q\,Jirements. Table 2.4: Footings. Maximum Roof Area (or Carport Posts Wind Zon. = Appli.d Load = ,3 , 20 MPH 23 #lSq. FI. ,25 MPH 26 fIISq, FI. Existing Slab on Grad. with unknown reinforcement ,5 Isolated Footing ~UPIIIt Dim.nsion.... ting (II Maximum Attribu~bl. Roof Area in Square Foet ,..0- x ,..0- x ,..0 520 30 26 22 16 1'''- X 1',,- X 1'" ,,000 59 50 43 3, ,'-6- x "-6' x ,'-6 U20 77 66 57 4' 1'''- X "..- X 2'.01 2.040 120 ,02 ~ 54 ,..... X ,...- X 2'.Q 2.540 ',50 , 27 ,,, ao 2'.0- X 2'.0- x 2'.0 2.540 155 132 115 83 2'.0" x 2'.0- x 2'-6 3,300 ,~ 165 ',43 103 2'-6- x 2'-6- x 2'-61 ',000 270 230 200 ',44 2'.Q- x 2'-6- X 3'.0 ',800 324 276 240 172 -Notes: Isolated Foot"''il is a poured concrete reetan'ilulor solid (Length x Width x Depth), Slab on g~ must be new or in good ccndition Pre-Ca5t Block Footing ?re<ast foo~ng bled< ( 16- x , 6" x 4" ) a1 24' below grad. WIth 80 II bag pre.mix concrete and bad<f.lled 10 grade, Upilf1 Dim.nsions Ratin'il 11 (1) 80 II Bags ',734 102 54 (2)80#Bags ',a,9 107 57 (3) 80 # Bags ',904 '12 60 Table 2.2.2: Allowable Attributable Roof Area per Post for Carports, Patio Covers, and other Open Buildings" ALUMINUM POSTS Wind Load: Appli.d Load = Maximum load in lbs 140 MPH Table 2,3: Schedule of Post to Bearn Size and Number ofThru-Bolts Required Aluminum Allcy ~J T-6 Beam Size 2'" x :r x 0.050" Hollcw Tilt 2'" x 4" . 0.050" Hollow r.l ,.. x 0.031".1 0,100" Self Mating Beam 2'" x 6" x 0.050" x 0.'20" Self Mating Beam 2'" x r' x 0.055" x 0.'20" Self Mating Beam 2'" x a" x 0.072'" x 0.224" Self Mating Beam 2'". r. 0,072'" x 0.224' Self Mating Beam 2" x 9" x 0.082'" x 0,306" Self Mating Beam Minimum Post Site :rx J'"x 0.060" Scallcped J'"x J'"x 0.060" Scalloped J'"x Tx 0.060" Sulloped J"x J'"x 0.060" Scalloped J'" x J'" x O.09J'" :r x J'" x O.09T T x T x 0.125" :r x J'" x O. '25" . nvu-8clts a 1.-0+'/,- 114" . 3Ill" . Table 2.6.1 Allowable Stud Heights Utility Sheds Framed Wrth Hollow Aluminum Extrusions 6063 T -6 Aluminum Alloy (Fb = 15,000 psi) Wind Lcad '02 M.P.H ,40 M.P.H Applied Load 19 #I Sq. Ft. 36 # I Sq. FI. Lcad Width 16' '1.rr 7'.1" 24' 7'.11" S'.g" 140 MPH Load Width r- 16" '0'.2- 7'-4- 24- 8'.3" 6'~. Load Width ,6" ,,'.1" 8'., . 24' '1.1J" 6'.7' Lcad Width 16" '2'.," 8'.g" 24" '1.,0" (.2- Table 9.3: Allowable Loads On Screws And Bolts (As R.comm.nd.d By loIanufactl.l'ersj Table 2.5: Allowable Spans I Heights for Aluminum Pans Utility Shed Roof or Walls 1.1/4" l( U" l( 0.026- Panel Wind Overhang Condition Region NONE 1'~" 1'~" 102 M.P.H. T 4" T.r 8'4' 110 M.P.H. c.,;" T.IJ' T.,rr 120 M.P.H. c4" cor T.I5" 1-1/4" l( 12" l( 0.032" Panel Wind Overhang Condition Region NONE 1'.c" 1''()" 102 M.P.H. 8'.1" 8'4' 9'.," 110 M.P.H. T.I5" T.,;" 8'.15" 120 M.P.H. 6'.11' T.3" ur 1"1/2"' l( 12" l( 0.026" Panel WIND Overhang Condition REGlON NONE 1'.c" 2"-<:1" 102 M.P.H. 8'.5" 8'03" 9'4" 110 M.P.H. T.,;" 8'.IJ' 8'-';" 120 M.P.H. T.J' T-a" 8'.3" 1.1/2"' l( 12" l( 0.032"' Panel Wind Region 102 M.P.H. 110 M.P.H. 120 M.P.H. Overhang Condition NONE ,'.c" 1'-<:1" 9'4" 9'.15" ,0'.1" 8'.r 8'.,rr 9'.5" T.1" 8'.3" 8'""" 3" x 12"' x 0.026" Panel Wind Overhang Condition Region NONE ,'.c" 2'-<:1" 102 M.P.H. 13'.,," 14'." 14'-a-' 1'0 M.P.H. '2'.,rr ,2'.,1- 13'.5" 120 M.P.H. ,,'.,," '2'.,' I '2'.T Room Roof Pane span ='W' as stx>M'\ 00 dra'Mr.gs Note: To dovbIe span install 2" x 2" x 0036" Extrusion at Midspan 3" x 12"' x 0.032"' Panel Wi nd Ove rha ng Condition Re gion NONE 1'.c" 'l.lJ" 102 M.P.H. ,5-5" ,5'-6" ,5.,," 110 M.P.H. 14'.2" ,4'4- 14'.,;" 120 M.P.H. 13'.3" ,3'-5" ,3','0" , S.lf.Tapping and Machin. Scr...s Allowable loads T.nsl. Str.ngth 55.000 psi; Shur 24,000 psi Sing" Shea, ' (Ibs.) 334 418 576 734 76, ',253 ,588 Screw Diameter #3 Oo\Jble Shea,- (Ibs. 668 836 '.152 1,468 1.522 2.506 3.710 Withdrowal (Ibs.) 167 209 288 367 :>80 626 928 .10 .12 #14 'i4" 51'6- 318- Wood Lag Screw Lcacls Usn'il South.m Pin. S.G.. 0.~5 0< Equival.nt 1.112"' Thickness Singl. Sheili' Oo\Jble Shea, Screw Diamete, Ibs. lbs. Withdrawal Ibs. \14' 170 235 396 5116' 2;0 355 624 3.'8' 240 480 7'2 Concret. Screws And Bolts In Concr.t., Brick 0< C.M.U. (Embedm.nt Mu:!t Be a Minimum of t.1I2'" Thickn.ss Wit!> \.1/4' From Edg.) 2.000fI Concr.te 3.000# Concr.te S<;r~w Diameter Tension Ibs, Shea, Shea, 11'" 757 3,g 352 5116' ',057 8,8 1,'84 8S8 318" ',443 ',443 '.;75 , 503 Aluminum Rivets with A.luminum Mandrel SeTtW' Diame1er Tension (Ibs.) Shea, 118" '29 176 5132- 187 263 3116' ;?l;2 375 AJuminum R,j"tts with A.luminum Mandrtl Screw Diame'1er T.nsion (Ibs.) Shear '18" 2,0 325 5132' :;40 490 31,6' 445 720 S'I'\'jlle Shear Sc~ Fy = 36 . .so k . I Yoeld Strength .. Dovble She... Screws Fy = 50.54 k . I Yoeld St""'9lh - All barrel lengths, C.lvs Indus!"al Oualf.y Use maNadurer. grip rang. 10 mald'1lctal wall thocknes. of connecl>on Use c:t',an Tc Se>ea screw U S rIVet subslrtuloon of ancnor specl."<::.a:~(ls U"I draw~s ...J <l:: U)::JU) OZW W<l::...J ::C::::Eco U)Z~ od~r- U)Ci)0l O::WZ WOO >U)f= OWl) l)o::W O::JU) ~t;o Q:::J~ "O::N u)1- I-(J)Z O::::::EO O::Jf= o.Zl) O::-W ~::::EU) l)::J ...J ~ I- ill ~_ '... N a.::) - ...,~ ";~...J. +J U'" ,... Q)I-~"" C~o~:i! C~5:"":? ~~~i~ LlJJ:~__ .:>... w;lt Wl!55~~ 'IIlJ:X 8~~~~ C ~ .. e ~ >< ~_O <!:o.: U 6 OF 7 PAN ROOF ANCHORING DETAILS EXISTING TRUSS OR RAFTER SEAlMT HEADER (SEE NOTE BELOW) 118 x 91'16" S.M.S. (3) PER PAN AND (1) AT RJSE~ 1#10 x 1.112" S.M.S. (1) PER RAFTER OR TRUSS TAIL ROOF PANEL #10 x 314' S.M.S. AT 12" ON CENTER 118 x 9116" S.M.S. (3) PER PAN AND (I) AT RJSER AlTERNATE CONNECTION: 118 x 1.1/4' SCREWS (3) PER PAN INTO FASCIA niROUGH PAN BOXED END EXISTING FASCIA ROOF PANEL TO FASCIA DETAIL HEADER (SEE NOTE BELOW) 118 x 91'16" S.M.S. (3) PER PAN AND (I) PER RJSER _ FOR MASONRY USE 114' x 1.114' TAP-mN ANCHOR OR EQUAL AT 24" ON CENTER F...." ".~: y-:J: 1#1':, 1.112" S.M.S. ')R '/';ooD SCt?EWS.\T 12' ON CENTER ROOF PANEL #8 x 9116" S.M.S. (3) PER PAN AND (1) PER RJSER EXISTING HOST STRUCTURE; WOOO FRAME. MASONRY OR OniER CONSTRliCTION ROOF PANEL TO WALL DETAIL NOTES: ROOF PANELS SHAll BE ATTACHED TO THE HEADER Wlni (3) EACH #8 x 112" LONG CORROSION RESISTANT SHEET METAl SCREWS WITH 112" WASHERS. AU. SCREW HEADS SHALL BE CAUlKED OR SHAll HAVE NEOPRENE GASKET BElWEEN niE WASHER AND niE PAN. PAN RJBS SHALL RECElYE (1) EACH 118 x 112" SCREW EACH. THE PANS MAY BE ANCHORED niROUGH BOXED PAN Wlni (3) EACH 118 x l' OF THE ABOVE SCREW TYPES ~D mE ABOVE SPECIFIED RJB SCREW. PAN-" +0..::._ I' FASCIA (MINIMUM) BREAK FORMED METAl SAME n-tICKNESS AS PAN (MINIMUM) ANCHOR TO ~ASCIA AND RJB OF PAN N3 SHOWN 118 x 314' SCREWS @ 6" O.C. 118 x 112" SCREWS @ 6" O.C. --- --- --- HEADER (SEE NOTE BELOW) 118 x 9116" S.M.S. @ 8" O.C. ROOF PANEL FOR MASONRY USE 1/4" x 1.1/4" TAPCON ANCHOR OR EQUAL @ 24' O.C. FOR WOOD USE #10 x 1.112" 5.1.4.5. OR WOOO SCREWS@ 12: D.C. EXISTING HOST STRUCi1JRE; WOOO FRAME. MASONRY OR ornER CONSTRUCTION ALTERNATE ROOF PANEL TO WALL DETAIL NOTES: ROOF PANELS SHAll BE ATTACHED TO mE HEADER Wlm (3) EACH 118 x 112" LONG CORROSION RESISTANT SHEET METAl SCREWS Wlni I 12" WASHERS. AU. SCREW HEADS SHAlL BE CAULKED OR SHAll HAVE NEOPRENE GASKET BElWEEN niE WASHER AND niE PAN. PAN RJBS SHAll RECElYE (I) EACH 118 x 112" SCREW EACH. mE PANS MAY BE ANCHORED mROUGH BOXED PAN WITH (3) EACH 118 x I' OF THE ABOVE SCREW TYPES AND niE ABOVE SPECIFIED RJB SCREW. COMPOSITE ROOF ANCHORING DETAILS EXISTING TRUSS OR RAFTER #IJ x 9/16" SM3 SPACED AT 8' O.C. BOrn SID€S ROOF PANEL '10 x 1.112" 5.1.4.5. OR WOOO WQ(X) SCREW (1) PER RAFTER OR TRUSS TAIL 110 X 314" S.M.S. OR WOOD SCREW SPACED AT 12" O,C. #IJ x 9116" SMS SPACED AT 6" O.C. BOni SIDES EXISTING FASCIA ROOF PANEL TO FASCIA DETAIL EXISTING HOST STRUCTURE WQ(X) FRAME. MASONRY OR OniER CONSTRUCTION #IJ x 9116' S.M.S. SPACED AT 8' ON CENTER BOni SIDES -:: ~.. FOR MASONRY USE 114" x 1.1/4' T....PCON ANCHOR OR EQUAl,'T 24' ex' eEl'ITER FOR WQ(X) USE #10 x 1.Vl" S.MS. OR WQ(X) SCREWS AT 12" ON CEN",'ER ROOf PANEL #IJ x 9116' S.M.S. SPACED AT 6" ON CENTER Born SIDES ROOF PANEL TO WALL DETAIL WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR niE SUB-!' ASCIA FRAMING WHERE POSSIBLE ONLY 15% OF SCREWS CAN BE OUTSIDE niE TRUSS BUTTS. SUB-!' ASCIA AND mOSE AREAS SHALl HAVE DOUBLE ANCHORS AlL SCREWS iNTO niE HOST STRUCi1JRE SHAll HAVE MINIMUM 1.1/4' WASHERS OR SHAll BE WASHER HEADED SCREWS. HEADER INSIDE DIMENSION SHAll BE EQUAL TO PANEL O~ PANS Y. niE WAlL nilCKNESS SHAll BE THE mlCKNESS Of n-tE AlUMiNUM PAN OR COMPOSITE PANEL WAlL niICKNESS. HEADERS SHAlL BE ANCHORED TO THE HOST STRUCi1JRE Wlni ANCHORS AP?ROPRlATE FOR n-tE MATERIAl CONNECTED TO. niE ANCHORS DETAILED ABOVE ARE BASED ON A LOAD FROM 120 M.P.H. FOR SBC SECTION' 606 FOR A MAXIMUM POSSIBLE SPAN OF THE ROOf PANEL FROM niE HOST STRUCTURE. NOTES: ~ ~ ~ I- CI) I- CI) o :x: 10- #IJ x 112" AlL PURPOSE SCREW @12"0.C. BREAKfORM FLA.SHING FASTENING SCREW SHOULD BE A MIN. OF l' BACK FROM mE EDGE OF FLA.SHING 3' COMPOSITE ROOF PANEL SEE SPAN TABLE ALTERNATE DETAIL FOR FLASHING ON SHINGLE ROOFS ,. FlASHING TO BE INSTAlLED A MIN. 6" UNDER niE FIRST ROW OF SHINGLES 2. STANDARD COIL FOR FlASHING IS 16" .019 MIL COIL 3. FIRST ROW OF NAlLS WlU HAVE TO BE REMOVED TO INST AU. FlASHING PROPERLY 4. FlASHING WlU BE INSTAlLED UNDER THE FELT PAPER WHEN POSSIBlE 5. HEADER WIU BE PUTTY TAPED AND CAUlKED EVEN ll-tOUGH FlASHING IS TO BE INST AU.ED 6. IF THE DROP FROM niE EDGE OF niE SHINGLE DOWN TO mE TOP OF niE HEADER IS MORE THAN l' niEN niE DRIP EDGE WILL HAVE TO BE BROKEN TO CONFOR..... TO nilS DROP 7. WHEN USING FlASHING mE SMAllEST SIZE HEADER AVAIlABLE SHOULD BE USED 12" .03 MIL ROlLFORM OR 6" BREAKfORM IS BEST SUITED FOR HEADER SINCE IT KEEPS THE Ft.AP LIP OF niE HEADER BACK FROM THE EDGE OF mE FLA.SHING 8. WHEN SEPARATION BETWEEN DRJP EDGE AND PANEL FlASHING IS REQUIRED 112" SEPARATION MINIMUM 9. STRIP SEALb.NT BETWEEN FASCIA AND HEADER PRJOR TO INSTAlLA.TION PAN ROOF ANCHORING DETAILS Sl:.NMT ii= PAN HEADER (BREAK-fORMED OR EXT.) 118 x ~16" S.M.S. (3) PER PAN __ ANO (1) AT PAN RJSER RIDGE CAP HEADERS AND PANELS ON BOll-t SIDES OF BEAM FOR GABlED AP?l.JCATION 118 x 9116" S.M.S. (3) PER P~ AND (1) AT PAN RJ$ER 118 x 9/16" S.M.S. (3) PER PAN AlONG PAN BOTTOM PAN OR COMPo ROOF PANEL AlTERNATE CONNEC1l0N: 118 x 1.1/4' SCREWS (3) PER PAN INTO BEAM THROUGH BOXED ENO OF PAN AND HEADER. ROOF PANEL TO BEAM DETAIL NOTE: WHEN FASTENING PANELS OR PANS TO WQ(X) ?\.ATES SCREWS SHAlL HAVE A MINIMUM EMBEDMENT OF l' ROOF PANa (PER TABLES) SECTION 7 I FOR COMPOSITE ROOFS: I FOR PAN ROOFS: 110 x (I + 112") S.M.S. WITH 1.114' u- (3) EACH #IJ x 112" LONG S.M.S. D:AMETER FENDER WASHERS PER 12" P~EL Q 12" O.C. (LENGTH" PANEL iklCKNESS + 1')@RooF BEARING ~SUPPORT1NG BEAM 8.EMENT (SHOWN) AND 24' O.C. @ (PER TABlES) NON-8EARING ELEMENT (SIDE WAU.S) ROOF PANEL TO BEAM FASTENING DETAIL (1) #IJ x 112" Wlni HEAD S.M.S. TOP OF EACH RJSER BOX HEADER BEAD OF CAUU<lNG AlONG TOP OF BOX HEADER #10 x 1.112" WASHER HEAD S.M.S. mROUGH BOX HEADER 12" D.C. INTO HOST STRUCTURE NOTES: 1. WHEN HOST STRUCTURE IS MASONRY USE 114' x 1.1/4" DRIVE PINS OR 114' x 2.1/4' mUNDERBOL TS 2. FN3TEN mE EXISTING SUB-!'ASCIA TO RAFTER TAILS FIRST Wlni #10 x 3" S.M.S. ROOF PAN /~ / (3) PER ROOF PAN #8 x 318' wi HEAD S.M.S. O.C. INTO BEAM (3) PER ROOF PAN #10 x 1" Wlni SoM.S. THROUGH ROOF PAN AND BOX HEADER O.C. INTO HOST STRUCTURE PAN ROOF AND BOX HEADER FLA.SHING 0.024 OR 28 GA GALV. 'Z'x 'Z'x 0.06" x BEAM DEPTH + 4" ATTACH ANGLE 'A" TO FASCIA Wlni 2-3/8' LAG SCREWS AT EACH ANGLE MIN. 2" x 3" x 0.050" S.M.B. (4) 110 S.M.S. AT EACH ANGLE EACH SIDE ~ @ @ @ A = WIDTH REQUIRED FOR GUTTER B " OVERHANG DIMENSION L-A~ BEAM TO WAlL CONNECTION: (2l2" x 2" x 0.060" EXTERNAl Y MOUNTED ANGLES ATTACHED TO WOOO WAlL Wlni MINIMUM (2) 316" x 2" lJ\G SCREWS PER SIDE OR (2) 114' x 2.1/4" CONCRETE ANCHORS TO CONCRETE OR MASONRY WAlL ADO (1) ANCHOR PER SIDE FOR EACH INCH OF BEAM DEPTH LARGER THAN 3' (AlTERNATE) (1) 1-314' x 1-314' X 1.314' x 1/8" INTERNAl U-CUP ATTACHED TO WQ(X) WAlL WITH MIN. (3) 318' x 2" LAG SCREWS PER SIDE OR (3) 114" x 2.1/4' CONCRETE ANCHORS TO CONCRETE OR IMSONRY WAlL ADD (1) ANCHOR PER SIDE FOR EACH INCH OR CONTllEVERED BEAM DEPTH LARGER THAN 3' o o NOTCH ANGlE OPTIONAL o 0 RECENING CHANNEL OVER BEAM ANGlE PROVIDE 0.060" SPACER AT RECEMNG CHANNEL ANCHOR POINTS, (2) #10 x 2-112" S.M.S. AT RAI"'TER TAILS OR 2" ON CENTER MAX. Wlll-t 2" x 6' SUB FASCIA MUST REMAIN FOR ANGLE STRENGTH 2" x 6" SELF MATING BEAM wrTri (4) #10 SHEET METAl SCREWS AT ~CH ANGLE EACH SIDE CANTILEVERED BEAM CONNECTION TO WA/...L AND FASCIA DETAIL ...J' .(. :J ~ U'J::'; 0:: UJZ >C)(j) o en UJi (.)UJ...J OOco -I- U'J ~. <UJ:'- c.. 0:: r-- . ~ ~'ts. U'J (.),- ~.~It5 Ol-UJ c...U'J (j) 0:: <~ (.)~ ~. :J ...Ji .( f- ill ~_ . .. N c.;:) - (I)~ :tf~ u: ;:! Q)f-:$"" c~o~~ C~>:"""i' ~l5~~~ lil:x:,,-- . ~ 5 ~ 8 Waoo" 'ill:x:~ Q)iJj!!!1liLL (.)lJJ(l\..J c:i!:....w Q)i3)(1- ~~~ f" 7A OF 7 IT l " '2" 12" WIDE x VARIOUS HEIGHT RISER [INDUSTRY STANDARD] ROOF PANEL f 1 Table 7.1.1: Allowable Spans for Industry Standard Riser Panels fOf Various loads Aluminum Alloy 3105 H.14 Of H.25 In Region Olif. 2lflif. . I X In Regi on ., I Fj': ~O""T 1CT-7"j12n Of. . RISe( P.ne's --open~ 1111109' P Ie e ang n I on Load 'll"T2"-ll"'T I . se' ane s pen UI Ings ~ p'. Uv~mal"l9 Condition Region Load 'l'- x ser ane s pen I mgs In pp Ie . ang n I on Region Lo.d r- F!=1 10 pie Region Load 02lif. In pp Ie Region Load Note: Total roaI par" W1dl11 . room W1dl11 plus wall Wldl11 piUS o_ng. pp I. Load pp Ie Lo'oj ose Ul Ings e ang n J on To ose UI lOgs e aog lose'" CUJ' Jngs e ang n \ 00 ose ose UI Ings e aog n I on on I on on I on n j, 12" f ~ 12" WIDE X 3" RISER INTERLOCKING [INDUSTRY STANDARD] ROOF PANEL SEE INDlVIOUAL PANEL SPECIFICATION (IN TABLES) FOR ALLOY AND THICKNESS Table 7,1.2: Allowable Spans for Industry Standard Riser Panels for Various Loads Aluminum Alloy 3105 H.14 or H.25 :r x 12" x o.o,g" Rjse' P.nels Open Buildings Enclosed Buildings Wind Applied Overhang Condition Wind Applied Overhang Condition Re9ion Load NONE ,..0- 1.0- ~.o- 4-<l" Region Load NONE ,'.0- 1<J" ~.q' ~.o- 102 M.P.K. 17 , ".,,_ I '2'." 12'.7" '3''''' ~I( ...- '02 M.P.K. 29 9'.,' 9''''' 9'.", '0'.". '2'.2" "0 M.P.K. 20 '0.11" ,,'.2" , "-8" '2'-8" 1~.7" 110 M.P,H. 3S 8''''' 8'-8" 9'.T 10'.3" "'-8" 120 M.P,K. 23 '0'.3" 10.S- '0.'" "..,0" '2'.1" 120 M.P.K. 41 r-8" r.',' 8'-8" 9'.9" ,,'." 1125 M.P.H. 25 9'.7" 9'.,0" 'O'.S- '''4' '2'-8" 125 M.P.H. 4.5 r.... r.7" 8''''. 9'-8" '0'.10" 140 M.P.H. 32 8'-8" 8'.11" 9'.7" '0'.7" "'.10" 140 I~.P.K. 56 rs.7" rs.,O" r-8" 8'.,,' '0'4' 3" x '2" . 0.025" Rjser Panefs Open Buildings Enclosed' euJfdings Wind Apolled Overhang Conditioo Wond Applied I OvP.mang Condition ~9iO~ Load I ~..., ~'~j ~iY7 '1Jr ~.q' Region Load '-'lQNET1;~@:-r ~ -~~ '02 ~\,P.H. 17 1'3'.1" '4'.,. '4.5" lS.2" lrs.!;T 102 M.P,K. -29 '0'-8" '0'.'0'" '''4' '2'.3" '3''''' I "0 M.P.K. 20 'Z~,o- 12'.11" 13'.5' '4'.2" IS.'. "e M.?H. I 35 9'-8" 9'.,,' 'O'.Q' ,,'.S" 'Z.7" '20 M.P.H. 23 ,".," '2'.,. '2'-r; 13''''' 14'-5" 120 M.P,K. ., 8'.,," 9'.2" 9'.,0" '0'.9" '2'.!;T 125 M.P.K. 25 ,".T ,".S" "..". 'Z.9" '3'.,0" 125 M.P.H. ! 4.5 8'-7" 8'.9" 9'.S- '0'.5' , 1'-8" 140 M.P.H. 32 '0'.2" '0''''' '0'.,,- "'.9" 12'.1'. 140 M.P,K. 56 r-8" r.,,' 8'-8" 9'.9" 11'.,. I J" x 12" x 0.032"' Riser Panels I Open Buildings Enclosed Buildings Applied Overhang Condition Wind Applied Overhang Condition Load NONE ,'.0- t.o- ~.o- ~-11" Region load NONE ,'.q' Z-I1" ~.JJ" ~.o- '1 lS.S" 1S-8" 1S."" lrs-8" ,r..' '02 M,P.K. 29 ,,..9" I""'" 1Z.S- 13'.3" 14'.T 20 '4'.2" 14'''' 14'.9" lS.S' lrs.T ,,0 M.P,H. 3S 10.9" '0'.", "'.S" 1Z.3' '3'.S" 23 1~.3" '~.S" 1~.'0" 14'-8" IS.$' 120 M.P,K. . 41 9'.,," '0'.,' '0'-8" "'.7" 12'.9" 25 'Z.S" lZ.7" '~.1' ,~.,O" 14','0- '25 M.P.K. 4.5 9'.S" 9'-8" 'O'.T 11'.2" 'Z.S- 32 '1'.3" "'.S- ,,..'" '2'.9" 13'.9" 140 M.P,K. 56 8'.$' 8'.9" 9''''' '0'.5' , "-8" Note: Total _ panej W1dl11 . room widl11 plus wal1 W1dl11 plus o....m'""9- Table 7.1.3: AlIo",able Spans for Industry Standard Risef Panels for Various Loads Aluminum Alloy 3105 H-28 P'7T2"xo:o19""Fli'Silr ane s pen Ul lOgs Ing nlon n on ~~.~P.nes . O-peri EfulIamgs ilcIosed BUildings "'In" I "I'\",ea Overhang Condition wlna IAWllea uvernang Ulnaloon Region Load !IIONe 1'.0- >[IY' .HT 4''''' Region Load NONE ".!;T 1-11" ~.JJ' 4',J]" [lll2Ol. P.K. 17 1~., 16'.3" 16'-8" ,r.T '1l'.(T 1l1ll:...l'\. l3 1.-4' U...- ,..". 1S'~ ,..,,- I1U M....,l'\. <U 14'. 15'.!;T 15".5" 16" 16" 'T1tlT.P,l'\. ;;s '.J" \1'.,- .". lZ'" 1$.,,, 1;1ll MY.I'\. 2.J 1$. "'.(1' '4'.,' 15'. HHT 2U1l, .t1. 4' 1lJ.,' llJ. "., 'Z.!;T 1~. '25"Y.P. H. 25 1~. 13'.2' '3'-8" 14"""- 15'''' 25"Y. P. I'\. 4:i ~. 1'0"'- lll-l(' "'.r u."- 140 MY.t1. 32 11'.9'" ,,,,.,' 13'.T "'.J' ,"" M.P,H, 56 8'., f' I ". ..... '0'.9" I". r~ 1,032" Riser Pane s I (JpiiiEfulIalngs t:nClosed 8WTdings I mn" I Al'P led I , OVe ang C-ondillOn W",<I AWlled o-.<ernang UlnalOon Region Load r NONE 1''''' z-O' ~-O" 4'-0" Region Load NUN!: .'" 1-0" ~.o- ~.JJ" 1U2 M,"',,," ,-r-,r.,O" I!!'''' ',!!,.1O' 19'. 10n.T:P,H. 19 13'-a- 13'.,(]' "'.J" "'. 1,.,,, I 110 MY.I'\. ;Ill 16"6" ,tj'. ltj'.". r-8" Irs...' "0 M. '.t1. J> u." U. 1$' lS'llJ lO.llJ '''''M.....t1. <.J , '5'4' 15'-&" l5'. !;.$' 17"- 2ll1j(P. I'\. 4' , "", 11'-l(' ,'''" lZ. 14'.(1' L 125 M.P.I'\. 25 "'.,' 14'. 14'.\1' 15'-8" I Irs", 25ll. .t1. .. llJ. ". ., ,,'''- U...- lS' ~P.R 32 13'.!;T '3'.2' 13'-8" 14"-4" 15'.3" 140 M.P,H. 56 9'.,0" '0'. 'O'-l(' ,.~ '2'-lf' Note: Total _ panej Wldl11. room ,..dl11 plus wall WIdl11 plus o-.e<t''"''9- J t '2.00" l t Table 7.1.4: Allowable Spans for Industry Standard Cleated Panels for Vanous Loads Aluminum Alloy 3105 H.14 or H-25 INDUSTRY STANDARD CLEATED ROOF PANEL , . set ane s pen UI lngs Ul lngs In pIe e aog n I on ~n pie e aog on t on Region Load. : NON,E I "-ll"'TT-o- I ~.o- Region Load , r iT-4' r:r-T~? g~.. ,.. . ~El~m..~~,~~htft:~~f:ff~~ II: .~"RiSifPanejs upen I m~s pp Ie k~ e ang n I on Load I"""''' i " pen UI In pple Region Load ~ri ~. x In P?\e Region Load o.se UI lOgs e aog on I on C ose UI lOgs pp Ie e ang n I on Load ose Ul Ings pp It' e aog on I on Load Note: Totai roaI panej Wldl11 . room Wldl11 plus wall widtt1 plus 0_"9, .1 ~' :J ~I U),~, C!z ~<:) oU5U) (,)LU~ OOCO i=U)~ <( LU,'- 0.C!~ ~~Z en (,),0 --i= ~,~ (,) Oil- LU 0. en,en C!~ <( :J' (,)Z ~ :J ...J <( uj ~- ...... N f'\ ~_ u.. "l 1=1 ~~ i it CUi-:$..... C2::o;:!:g C~5:~~ ~ ~ ~!~ Wa5~~ '<il:x:>< 8~~~~ c~"'w cuCl L.. ~ SHEET 78 OF 7 -J~I W'f- ~ 0.. 0.. ~ "-.--- l , /::} I , ! ,,>>' ALUMINUM SKIN E.P.S. CORE SIDE PANEL CONNECT- 1l0NS VAAY (00 NOT AFFECT PANEL SPANS) SELECT PANEL DEPni FROM TABLES 48' COMPOSITE ROOF PANEL [INDUSTRY STANDARD] Table 7.1.5: Allowable Spans for Induslry Standard Composite Roof Panels for Various Loads Aluminum Alloy 3105 H-14 or H-25 1.0 lOPS Core Density Foam r~'9"Panel' ~ ' -o;5e;, '3u!1dln~! I E.'V;.r"!'c~ BUlldln~s ~ r APP I~a I --oYem.ang GoOOitit-r. VV.~o--r,4ppIJeO I 1:!Vem.ng C,)ndltion h ~gio~ Load I NUNc I'.{T Tqr-T-lJ" 4-<T Region I Load I, NONe I 1'.0- I ~-v .... n2ltl',pH. 17! .,,- '..," 1.-0 lJ'" "... I ' "" I 'V.'- ~~ I 9'., ,lV' ,,,. rTrOll.i'J{"'~~(J.\ ,f.c Hr I ',-0' 1.>' lU M.PK. - 3r-[1l",r Il'-<> "., 1\1..> ,--<> fl<o M.I',H. Z;' Ill.;; 11l." I 1lr.ll"1 , .1IT 12" 2lrVY,H. 41 T.;; 0-0 ... n25 M.P.R 26 9'. '.1\1 1V" ,'... ',,-0 '.<:I M. ',t1. "" I '''' I'''' "., lV'lV 140 M.I',H. ;,. i '9".;; ".". ,,=<r:llf..,' ''', 140 M.~,H. ... ,,,,. ""lIT' ('-'S "'1'-' 1\1-4' 3"':It 48" II o.-o-rrPanels r-- Upen ~ulldlOgs r---wrna 1 ApI' 'eo, uverr ong \,.OnQ.uon r Region Load :'/UN!: "-<1' .-<1" 1'-<1' n011l:p.H. 17 13'.;; '3'.," 13'.10' '4'. ~'1l:P'K ' 20 '..J' - ,.., ",. lJ-o I M.I'.H. D , ".,' 11" '.' 112" ,~l'Kl-~..-hcr.11T"./$ U'" ~P,H. 32 I 9''':! ~\l-<'-'" ""no ~-<1" Region ,,-<:> 1U" M.P.H. 14"" lU M, '.H. 1J'. ''''' M.I'.H. lJ" I f2S1l':P,H. 'Z. 1'40 M.P,H. Enclosed Buildings I APO ,eo L uvemong COnd'~~ L~f~ I '~i-I ~l:t i ~~:~ j "" "." I a.o ". lV'''! ,,0 I :>6 T-4' ,-4 9'''' 1'0'.10" j ~WPonel. .j I up:ei1dulldlogs I t:nclosed BUildings r-wma l A~'pl'ed I uvemang COndition "-I Wind I ApplIed I. lJVemang Condl'bon I I Regi.. Load ~E 1'.0- 1 z.o- i 'J'-lJ" I 4'.wI Reg.on Load [r'IOl<Jc f".o- ZJ:J' I 3'",.. I 4'-lJ" i ['02 M'~. H 1 15".. 15'.10" 1,,-.'" : '0' 'v, 11-<> 1 102 M,P11.I~z-v ,,,.,, ";-0 lS." 14'." 1T1lrfir. , "-L"f-6" 10"" 'O-v 1'0'0 '0' llDM.~35 1\l. .. 1-<> 1.-<:>' I 1.>. f12ln<<. , ~-6" 1'>"'" 14. 14." ,,"" I ''''' M.I'.H. 4' 1<J. 'v '0' '.'f I'.' [125 M.P,H. I 26 1Z." , 'Z'lIT, 1$-4' I ,"'.1' ,,.;] 1 ''''' M.P.H. 45 9'';;.. 'v 'v" ,-4 ,,,. rwv.~2 I :'.5' lHl" 1Z.Z lZ. '3'-I'"/140M.P,H. "" -g'.ll"'(a.n ".., lV-<> ,." Note: Total rW panel Wldlt1 = room "'<!1M plus wall WldtM plus C'oe~ f.- W~_ . s '" a.. <I) ~ ~-~Li~ Q);:~~ CiSo....:g C;!!;::e~ Q)l5~x~ c:c... ".... . ~5 if Waoo- .CI):I:X Q)fE~fb~ ()ll.l~-J ~X~ ~~~~ Cl3~o.: tU_ ~~ 1~s~ [~ l f .l 0.019" ALUMINUM COVER PAN OR CONTINUOUS AlUMINUM SHEET #a X 518' CORROSION RESISTlVE WASHER HEADED SCREWS AT 24' O.C. AlTERNATE #8x 518' SMS 1'1'/112" DIAMETER WASHER. w TYPICAL INSULATED PANEL NOTES: 1. INSTALL RIGID FOAM INSUlATION INTO AlUMINUM ROOf PAN. 2. COVER INSUlAllON WITH 0.0145' PROTECTOR pANa WITH OVERlAPPING SEAMS. 3. INSUlAllON PANEl SHAll BE CLOSED WITH ALUMINUM END CAP TO SECURE PlACEMENT AND TO DISCOURAGE 11-1E NESTING OF WILDLIFE AND DR INSECTS. 4. PROTECTOR PANEL WilL BE SECURED BY #8 X 518' CORROSION RESISTIVE WASHER HEADED SCREWS. 5. SCREW PATTERN WILL BE 12" ON ALL PERIMETERS AND 24' O.C. Flao ON EACH PANEL 6. ALUMINUM END CAP WILL BE ATTACHED Wl11-1 (3) #8x1!2" CORROSION RESISTIVE WASHER HEADED SCREWS. Table 7.1.6: Allowable Spans for Industry Standard Composite Roof Panels for Various Loads Aluminum Alloy 3105 H.14 or H"Z5 1.0 lOPS Core Density Foam -- ~D.019" Panels - , Opell B:.uI<:Ir.gs . ~~n.w~nd -f1if.~ ~:r..i -CO/emang (;ond.~on f - ....i"" Regkn I Load NUN" .'" i~ 'T-ll' '~.JT 1 I';e9'on ll1lil.F.H. 17 1~.(T 14.2" 14". '5'.:; 1"... lU. M. ./1. 1.1'.1'" Zlr- -,.. .' 1"-6"'4'.:; 15".Z I 11~.P.H. 5'. D 12'Q ",." ,.-.;; 13'.,' 14'.5", 120 M.rn . . -, 26 ,,'-4" \1'./$' 'Z-o" '2"10' 13'.1II ''''' M. '.H. I . .. .:IT 10'.. 1(J.5" 10'."" T .,0" 'Z.". 140 M.I'.H. to'. =1 t:.ncIosed 11I;,.1091 Applied ~mang ~vtl Load NONE 1'.0- Z {I J'''1' ~-lJ" . 2!r '10'.9" 1(]. , r.,' 'Z.:;, 13'.,' J:j ~.,,~. l\l-, ." ",. 4' 9'-0" ".J' 9'.111 1II'IIT 'Z. ... Il" a.1II 9'./$ i 11l./$' '-'if" :>6 '," T.'" Il'-'S "... ,.1 ~U:024 Panels r- -openBulldlngs I :ni;Tosed Buildings W,nd [APPlied ' OVemang condl~~r-, .J lVind i Appl,ea <.Ner ang <..onaJUon Region Load NUNc '.0- Z.{J' T-v 4'-0'1 Region Load I NONE ,..0" Z<T J'-<J'" '1021\1..1'.11. 17 15"4' '5'-6" ".10" 16'-6" r.... lU. M.> ,/1. ' 2!r .'S'.n I ''''0 13'.2' 11U M, .H. 211 14'.. - 14"3' I'-'S ,,... 16'.J' "0 1\I.1'.H. i J:j 1<1';; 1\l.,,' '.0 ",..> 120 M...H. D ,:S.. 1:S-4'J 13'." 14'-6" '5'.5" '~.P.K. I 4' 9'.". Ill. I '\l-'S-, 125 M.P,H,' 26 ,..,' 'Z.rT'l3'-(l' '3'.9" 14'." 25ll:l"R'j '<\5' r-, ".;; l\1.J ,'.. '00". ,n. 32 '.Z 11'-4' '.1\]' 'Z-lS' '3'.9" ,4lrll.~:>6 If.,' If';; I 9'-4' 1\1-4' 14" X 48'" x O.UN ane s oPiii BUildings . I t;r1Closea ~llalO9s r WIOO T Applied ~CQndlbor'l _ j W(~ I ApplIed l_ Oval ling CondrDon I Region Load: NONE 1'.0- '2'J:J"'TT~:u'I Reg10rT Load ['lONE I fCO" I zJ:J'" .>"" 1102,M.P.H. I' '17.9' -'7.w I lIS," 11S.1S 19'.". O~l1l 13'., '3'';; 14'.. 14.1\1 ~~~ I ~;4' 1l3'C5' 1l3"'10' 1T-5" 16'.2" 1"0 M.P,H, 35 1Z4- 'Z-6" 12'.". 1'>'" 8HP:R-j--: ,'.J' 10'-4' 10'... ,.,.-4' .Z'T12lfJif.lf:K. 4' '''.,. 1Z' "". 25M.P.H. 26 '4'-4' 14'./$ 14'.'0" 15'./$ ,''',,' ,"" 1\1....11. ... 1\1.11- n. lZ.5' 100 M,P,H,' 32 ,..,,. '3'. -13'./$ - '4'.3' 15'., 140 M.I'.H. 50 9"~ l\l" n., Note: Total rW panel 'Wldlt1 = room '",dlt1 plus wall Wldlt1 plus o-.ert1a"9- ~-<1' 14'.3" 1'>'" 12'.", '.4" \1-'S 4'"" ",~ 14'." 13'. 13'-6" ",.( ATTACH SHINGLES TO COMPOSlTE ROOF PANEL WITH INDUSTRJAl ADHESIVE ' (2) CONTINUOUS \14' UNES PER SHINGLE 4' TO 6" O,C. , CHEM REX-<"L PREMIUM 948 UREniANE ADHESIVE , OSI . RF140 ALUMINUM FACING EXPANDED POLYS1YRElliE OR POLYlSOCYANURATE NOTE: MINIMUM SLOPE 114' PER FOOT WHEN INDUSTRJAl ADHESIVE IS USED FOR ATTACHMENT ~ ::>: ~ (/J~ O::z ~ ~, OCi5tB ()W...J OOca ~t3~ 0.0::1'- ::>z odr-O (/J!() - r-::>,r- O::O::() Or-W o.(/J(/J o::~ ()~ ~ ::>. ...J ~ SHEET 7C OF IF PI. '!'WOOO IS USED FOR CORNER BAACING WlT'rl FOil aACl<EO FQ.Ml BEING USEO FOR THE V~ BARR'E~ VlSO\JENE, TAR PA.?€R OR SOME OT'rlE,~ SUITA.3lE PRODUCT MUST BE USED O~F\ T'rlE 1'1000 ./ t!i-\'r,,"~ ~" III /o~'/ :1 iil !ll ,,: ' Ii .I :III~ \\ Iii iii' :il I Iii ." :11 :"~~1111 ':1 'I 11'~1 ~ii I!~I II :!~I ,I, II ill ' ,.! I !P- BRIDGiNG 4a' ON CE~r=.R 5...8' PL YVVOOO DECKING FACE GR.AlN PE.""€NOIC\Jl...o'oA TO JOtSi' DOUBLE 2 . . TOP PI.A 11: IF A FOURTH FRAME WALL is REQUIRED, AtL FRAMiNG ""'10 BAACING SK.ALL 3E T'rlE SAME AS FOR OT'rlER WALLS OR ;>ROytOE ALUMI.'IUM BE.A.MS OR WOOO Hv,oER AS REOUIRED FOR SPAN ~ I i I I I I I I 1'1000 OR N.UMINU!.l FFl.AME HOST STRUCItJRE NAJLING: NOTE; SIDING O""-:',R FUR-RING S,""",PS: I" SI".A....K ALUMINUM SAilS OR EQUAl. SIDING OVER FQA."': l-:li" Si-'.A....I( Al.UMINUM NAiLS OR EO\.:Al. SIDiNG ~"OPE."!.. y A?PlIED Ov:.Fl PROPER!. Y F;vv.ED S,"""VC71JP,E COMPliES WlT'rlIOO M,P.H. 110 !..I.r H. ""'10 12Q M.P,H. '1'1\1010 ZONES SPEC:FIED IN S3CCJ "'10 BOCA COCES 3R.ACiNG FOR CORNEFlS Sl-'.IIL:, BE 1<< 4 P'. '( C;:)X Po. '!'WOOO FOR '1'1000 ST\.iO~ @ ,." OC. NAlLEDwm; * COMMON 5" O,C. EDGES ""'10 , Z' 0 C, FIELD FOR STRUCll,;?.Al. GAADE T"rlE?.'.W. PLY SilJOS Si-'.AU. 3E 'S" OC, "'.'10 ~llI'IG OR SCREW P...TTE.=<.... SAME AS COX 'M'i"rl NAlLS OR SCRE'!'1'S PER MANUF"'C7'J~RS S?EC:FIc,... TIONS Al.T~=<,'(ATE 3R.ACiNG Sl-'.ALL 3E ,.1{.'.~, GA C.Al.V""'1!ZEO COil STP>> X-BRACED TO SilJOS WI (1) ~ COMMON PE.R Si1JO OR '.'1.'. o.~. AlUMiNUM STP>> X-BR.ACED ""..0 NAIlED TO SilJOS WI (2) ,."." A!.'';MINU''-l MilS ~CH SilJO F;lAME /oojojO AJ..IJMINUM SC'=<E~~, V1NY'. O'=< CLASS WAlL .c~ LUM9L;::; ~"'..\N$ 'NCHOR ,.."... GAL,YA,..iZEO POST CE,~TE" LEDGER PIER lOoiEE BRACE REQUIRED FOR HEIGHT OV!R .'-0' Z' . S' JOIST "'.ANGE.~ EACH e.'IO :!-1fZ' Cut;~E Sl,,:.:! , ---/ TYPICAL WOOD DECK ')AlL w~:.J. F,,-'-MING '5' ON CE.~TER (E.XCE~710N 20" ON CE:.<j'ER FOR wOOO STOR.ACE i'looM) Z)P!E.R POST CA.~ 3E :l0l TED TO SLA3 OR CON'7iNUO'JS FOOTE" OR MV: ISO\..Ar:O CONCil.SE FooT'EFl ~CH PIER (SEE OE' AlL) J)C::....TE.i'l ST?INGE,R ;::;E,::lU!REO IF !;EPT:., CF DECi< :;c.CEEOS ,C'~ . )HURRICAi'iE ""'ICHOR ~CH JOIST TO CE,'o(T'E,R STRINGER I 4 , r-- i " v ." .." PR€SSURE ,"",,€AIEO PINE OR J" .)' . 0,090' AlUMiNU"-l :lIS' % 5' SOL T LE:>GE,R St.:PPORT L' V TYPICAL WOOD F?AME ATTACHED TO STANDARD CONSTRUCTED HOME OR MOBILE HOME MANUFACTURED ArTER 1984 LEDGER SUPPORT DETAIL .lAC/( sruo Z'.o- r I-~ / __ P51~11 r- r- , '~I t::::J ';=-;-i~ F= " ===----== ie:::::::::1==:J' !'t HE.AD,q~ 'f- --j Ii , .:::::---::::J: '==------: ' : .' , '- - I :1 ~~LE... ~I. ".'I~ It j I 'I~I III! I~ ~ ~ III I II:,. j I,~ SEE .:AM3 F;vv.E !;E1 AIL I I 'I:: ~, TOP PV-TE MUS, 3E PRE:;SURE TR!ATED I ~I PI.'i: OR KA\"E VAPOR 9.A.'tRiEi'l Benv::E~ , .... A!.1,;'-lI...UM A.'iO WOOO I' I ~i ll.~ ~ ;,. k- I _ I I "'- F,'VMiNG TO 3E FtuSH - I ~I '--J I Cl ; ~ " jl ~ III/ ~ II' t- j f- ~ s=:=:::::3 l' . 0- F?A.I.4\NG ~ IlL "~~I~lli I~: ~l '~L i I----.J I I AlL WAlLS WOOO FRAME '~ I-- ~ ~~ ~c '~ Z'.." TOP P\.ATE NON-STRUC7'J?.Al. AT'iACH 70 AlUMI........M SEAM WlT:~ :\0. Z' S.M.S. OR ;,iSE TO FASTE... P,,"S TO POSITION STVO JAMe FRAME OET AIL WCOD FRAME GARAGE DCOR , .Ji.<..... "" '.'":. -......r:_\ JOIST BUCKETS 2.S FLOOR r- JOIST @ 15" ON CENTER -~/ ~ ~ r il :: [I Y I: 1:1 ,!I 'I '! II Ii III 'I' 1: I :; ~ Iii ','i;l i !i II ill' ::! I!! 1:1" OSL'I Zx 5 ijC'RD(!\: 'il iii il;1 1'1 II' II \ II 8! I:: ~ ~ ;, I, " Lt ' tn i ~ , ::] I ,I 1I liil II !IIQ! 8 ii ,Ii t" '" ,I Ii 'I I, I ~ 'II c:: I II il Ii 'I I II .. II': ~ I" 11 Ii III il 11':/\ II ill! (5 I, 'I 'Iii ",.;0 I -L~ \i Ii II -~--=---r:-A :1 \1 Ii I' ,I I! , ;1 Iii i I I I. -.J < :J Z < (f) ~ w Z D:: :J <.:) (f) f- (f) -.J U llJ ~ :J 0 c::: (f) :JJ r- tlJ 0 (f) c::: ~ W :J Z 2 r- 2 u 0 :J i= L:.. c::: U 0 f- tlJ 0 (f) (f) 0 ~ ~ :J Z ::2: :J -.J < , ' Ii: " i;1 I ~ YAA, S;>""'i 3El'WE::N SUPPORTS -,J SE" SCr<EDUl" 3ELOW / VAt"lJES __ OEO<lNG MAY 3E 50'8" OR 3.... P'~ 'l"W000 OR Si~". 6' OR Z. 5 P'..A'iKlNG NOTE: SEE SECTIONS (PAGE 80) TYPICAL WOOD DECK F;<.A.'-.\ING PLAN Girder Support Spacing iy?e' C;iroer 2. Z". .. 2.Z". r G.rdtl Splice Points" S~n St:-.o.ten SlJD~ So.aCil"\g 7....0 $p.ns Three S~'" I '::0<.;1'" MOor. Slf'9:. SP~l"l S ,'IT : . ~ C"" c., -:~~ ;-.;- !--!"' !..:" ~ ~";:ii"~~~ o.~. (!.o;- ~.....-{ ;-.,;~. . Me.asu-ea~~s~.SIZ-07=..;r) NOle5: "='SSJ"(',e-: \lJ':'loef' to :>e =: sei~: :""Qr~se r>> '7' ? MCUI~...r',~:q \Cae *",'5:: ': S:..;r, MS~e-::O ~~.......dl 3a5~ ~ ~a..~~~,. ~.~ Cf ~:;.::r w'~ <: - o.::~ ~ ~ ~- ~ ~ 1" Q)U<';:: C...z,.", :c: 0..... "" Ci>=~~ Q)~<~.. cnO:;g~ "~g:;; ~ W"" 0 Z '" '7",g;( QJ~~~;Z U",,.,"-' C:.u1';:j Q)~~~ ,-';Eo 3:"'0 rof 'i"rlE !;ESIG.'IS """0 S?""'iS Sr<OW.'I 0... 7'rlESE !;?.AN,....c.s AAE BASE;:) ON ,r<E LO....c i'lEOUI;:l.E,I.4E,"'rs FOR ThE FO\J..CW',NG COOES: 'l ST......CAAO aUllDING COOE 1997, CMA?TE.R 15 INC'~'J:liNG ssn 'C-;? 2) BCCA ,'<ATIONAl3UILOING COOE 1!n6 3) il:XAS O€PAATh<E~ OF iNSVR........CE W\NOS70RM Rf.S;S7.......T CONS7"'RUCiJON 1m T'EXAS CCNYC.RSION -r ABLE: W\,'IO lOA.) TO SNOW LOAD CONYC.?SION T A3lE: 50...... SNQ-ot.C,A.) Cf.S<;N SNOw ,C,A.) I WINO ,:;,..,:) I ~><(j ~ S.25'ISQ" 3.'S./SO,FT. I ~!..IPH/OPE." 2$-:lO 1/ SC, " I .,.70'1 SQ.." I '00 Io.lPH 1 OPEN 3',~.1 SO. ". 61,70" SQ FT,' '2'0 MFH 1 00"E... :;&<;0'1 SQ, 'I, I .1,70' I SQ.." I "0 M.~H' E.'Ia.CSED 15HOJ/SQFT.1 .,,70"SQ,FT. I 'n',\?HIE"'Cl~Dj $CUe:' ~ ~......-.u., ~("'6E.i:U ~~ ~;.o\'71....~_j I..c.,...:) t~ WINO ZONE SEAWA.RO 01' , C,W, . INtA"/O OF LCW . . INrERCOA.STN, WA11:RWAV Joe NAME: ADORESS. 1 C~",,"",~'G ~C~ C,"E P~~',\IT ONL v 6 OF EI"S W~I. I"A"-EI. 31o'?I. \'WOOO OECl( (OPTIONAL) 5,0'15' OR 2 IS OECl( _-... 1/ ., 0 1 \ rr S '-4 S. @ S- 0 C, '-4IN, BOTH SIDES ~ ~ , AlUMINUM COVE~ tSEE CONNECTION TO HOST STRUCT\JRE) PI.A TES TOI" ""~O ElOTTOM i-'URRICANE ""~CHO"S WITH NUMBER OF NAILS PER MA.~UFACTURES SPECS 2' 1 .' STUDS ;"riRU BOLT SEE TABLE ~I,;MINUM U-cU? OR ANGLE ;"riICJ<....ESS EOI,;~ TO OR GREAr-coR ThA.~ ?OST ,.,!2"l )'1 O.Ct:>O" RECEMNO Cl'IANNEL .,a !~~ I I ""- \ LAG SCRE'.-vs SEE TABLE -S 1" WOOO SCREWS W1TH 5..S' WASHERS ()) PER I"""...EL 2" 1" TO? Pv.1C PRESSURE TREA7'ED PINE ,. - - ~ - .-.. ~- ,~~~~~.,. i\:i-n "0' 1 '.'12' LAG SCRE'W..I 5iS' WASHER AT 2.' O.C. AL rERNAT'E DOUBLE S'ffiINGER FOR CA.NT1LEVER OVER :r FROM '-WN STRINGER SHEATHING: 'rr ?I. YWOOO OR STRUC'T\JRIoL GRADE n1eR.l,W" ?I. '( wi SIDiNG I .!.JI r .,...in I I I '1.'1)' BOLTS OR T.BOLTS iNTO ! ~ ~ CONCRETE SlA3 AT 20' ON CE,NTER dl "..- Wli1-I ,~. 11.'/. WASHERS -i~ '-<-- - S I f' ..:, '-<-- ' DEiAll" v ;1 COMPOSITE PANEL WALL TO WOOD DECK Al..UMINI,;M ?OST SEE TAilLE Ti-lRU BOLT SEE T A.9LE PRE $SURE TREA TE:l 2 1 . Pl.A 1C ALI,;MINUM PeST SEE TA.9LE -----~r-r ~ "...""""'00<0' ~ ~ + ,..eRr.,. l,f1lt-- ~ ~E" O.C, I,', I, MASONRY ""'<CHOR SEE TA.9LE EXTRUOEO ALUMINUM :;ASE CCR-ROSION RESIST ANi n1RU-<3Ol T PER SCHEDULE U-ct.1 I" v.G SCREW SEE TABLE "- "-- S' 1 S-. ,01 '0 WEGEO WIRE MESH :--.._. ;50 ~ CO..,T!NUO\JS CONVENTIONAL ALU,"iINU~ CONSTRUCTIO:! CONNECTION is::= 1- )~ . . --- Al,T;RN,\'- 0008' c S-~INct..' --.- -.-- -'..- I: -- " FOOTING OPTioMl.,lS ;';!:OUIREO 'I 'V '" FO~ CA.~T1L:Y!R OVE""l :r FORCH POS r F~OM .',wN STRINGE? UTILITY SHED TYPICAL 'NALL SECTION TUBE COLUMN BASE SCHEMATIC (iNTERNAL BASE) I I : rr-- SCREWS S:::: T A3LE -;-"I--i I IY- (2) IN7:;;;''\Al.. ,'s OR ~':EIVING o-...."NE, 3i'4' Po.. """"000 DECK _\ ~- (2) 110' D(A.~E7E.~ aOl TS ""'01 ""~GlE 11\ . '" 1 2' C1"'...."i';E... . ,- G LAG SCRE'....S SEE T A3l!: \ [\/iJf-L . I I \ ~.. H r-- '(l'!..Ai' (0) :'0 x',,/, SHE~ META!.. SCR..~ , ~ MINIl.4WM ~"12- i\ II V~S<L V-CH ""'<Gt.: . , i I " . I \: I .I i I 'Z' 1 .. OR . . s- ill/II ,,'/'Z' 1 3-'12' SP"'C::.~ 3LOC)(S AL ~.~,;.u; OOU6lE STRINGi:~ ~ j ~ 'S-OC. !/ V ~ FOR CA.~T1L:Y!.~ oY:R J' F~OM '-WN S'ffi""'G E~ ALUMINUM BEAM r=rv\.'.-\ING INTO CORNER. ALUMINUM SCRE SCRE=N ROOM WALL TO WOOD DECK OF WOOD FRA.l.,iED UTILITY SH=D PlAN VI'=.W DETAJL UNDER WOOD r= Allowable Header Spans for Exterior Bearing Walls Headers Co Headers Constructed of #2 Grade Spruce, Pine or Fir with 1/2" Plywood Spacer Supporting Supporting Roof and Ceiling loads Only 1 Wind Load f Applied Load l I ,,0 M.P,H.I 25 ::tSq. Ft. , '20 M.P.H. f 29 ::JSq. Ft. I '40 M.P.H. f 4.0 ::ISq. Ft. I I Header Size I Header Size I Header Size I (2) 1 NJI I~) I~I (~l jNJI (Zl INJI (2) INJI (21 1~12(:~0 \~I (2) I~I (2) I~I (2) I~I 2~2~0 I~I IZI I NJi Roof Span 21 5 21 S 2xl0 2111 215 2.1 21 11 215 211 21 12 Lumber Grade I I Lumber Grade I Lumber Grade 5.P F, I '2?1~ I '2 I"I~ I '2 I"I~ I S.p,F, I '2 PI;.1: 1 '2 1"1101: I '2 P\~ I S.P.F. 1 '2 PINE I '2 PINE I '2 PINE I Budding Wid\ll I Budding Wio\ll I Budding WiO\ll I I I 2 I ,g'.g- I' 123..' "1' I 30',," I' I 4)'.,- I' I 1S'.,," I ' 134'.'0-1' 134','0"" 1 4"., I I I 'T-4" I' I 32'.'" 1 I I 32'.'" I' I JS'.5' I' I 1 & i 13'..a- I' I 20-0- I' I 25'." I' I 2g'.,O" I I I 13'.. I' I 24'.2- I' 1 24',2- I' I 2S'.'0", 'I "'."', ' I 22'.)' I' 1 22'.J- I' I 2S'.S- I' I '0 I "'..a- I' 1'5.."-" I 2".1- " I 25'.2" I' i ,,'.,.. I' 1 '6',3- " I 20'-4' I I I 24'-4- I' I 10'.," I' 1'4""-1' , 'S'.9- I' , 22'-6' I' I l4 I 10'-4' I I ! '5'.," I' I 'S'."-" 1 22'-6- I' 1 9'."- I' I '4'-6- I' I ,a'.J" I' I 2,'.9" I' 1 9'.0" 1 I 1 1)'-4- I' I 16'.9- I' I 20'.," 12 ,S I g'..a" I' I ' J'., '-I I I 17'-4" 1 I I 20'.S- I' I g'.," 1'1'3'-4-1' 1 '6'.g-I' 120'.<)-121 8"-4" 1'1 In-I' I '5"5-121 la'-5-12 22 I S','O' I' 1'2.."-" I 15'.J- I' I ,g'-4- 12 I 8'-6" I' I '2"-6- I' I 15'-~" I I 1 ' a' .5- I 2 I T.9- 1'1 ,,.S I' 1'0"/21 IT.)' 12 2& I S'.S" I I 1 12'.)- " I '5-4" I' , 'S.-4' 12 I 8'.1' I' 1"'.'0"" 1 14'.'0-12 1 17'.a- 121 T-4" 1'1'0"'0"121 In" 121 \5'.4" 12 JO I a'.<)- I' I ".g- I I 1 Iq- 12 I Ii'S 12 I ,.8- I' I "',)" I' I 14'.'- 12 1'5",10"12 I ,.0" 1'1'0'-4- 12 i '2"'''"12\,5'-7" 12 J2 I ,.'0" I' I "'-6- I' I "-4- 12 I IT." 12 I ,-6- I' I "..<)- l' 1 '3'.'0"12 I '5'.0- 12 I S'.,O" I' I 10'.,- 12\ 12'.9" 12 I IS'.)' 12 Notes: ') N J IS tne requlfe<l num~r 01 jaCk Slu<: 5 II ..~e numOer oljac:k stu<:s is (\) l~,en \ne I'\eadel may ~ SUQpotie<l by a Semco 0' eQo.;a1Io'st buckel Jack Slu<:S are assume<lIO ~ =2 sorvce, Cl,"e, Ot rll 2l Use 1'0 M P H f 25 Sc: Ft 101 Wll'\O ces,..n s~s :ess Il'\an "0 M I" H . ~) SUdOl"" IN'Ol1l '5 measurM Cle'?el'ldlcu:ar to t~e n0ge FOt woCt1\S ~l~en t.~ose SnOwl'l, $~ns "'ay ~ Inle<;Xl<ale<l '-- i ~ ;; i I j ~ ~)- WOOO BE,w LAG SCREWS SEE TABLE I \ )' . , 2' 1 '18' ALI,;MINUM STfV,p )' 1 )' 1 , is' ALl,;MIN\.JM ?\.ATE ALUMINUM POST SEE TADlE .12"1 1 is' AlUMINUM ANGLES W1rrl (2)110' 1 'ii-<RU~OLTS SeE TAElI.: 08 AlL :r2 '10' 1, LAG ElOl T (2) PSR POST ~. l' TO? AND SOrrOM?I.A~ SC<R;O,v ~.{J" OC. TYPiCAl POST ,,011,112" SC<RE"""S (3) MIN, PS.~ PeST TO? ""~D 80T. 11.' "'ASONRY ....NCHOR (2) PS~ iNTO CONCRETE SCREEN ROOM (2) Ai ;>OST A.~O 2',<)' O.C. G =N ROOM WAll RA.'.-IE PORCH ~ ....J < :J Z < (/) ~ w Z 5\.? I--(/)::] uw;;:: ::)01-- C!: (/) !..:..J I--wa (/) C!:: .... l!J :J z ~ I-- 0 < u C!:: :J lJ.. c::: u a I-- !..:..J o (/) (j) o ~ ~ ~ ~ :J ....J < W. ~ ... - . "" '" Q. ::l - III '" ,~ ,.., ~ 8 ~ ~ C!) ... <' ,.. C~5!~ c<-;:~ C!)~~-' cng::lg~ .~~;;; W~g5e C!)~~~~ U"'''''''''- "',..,..... c~.'.u C!)\3 - I....~ ~ ro_ u 2 c;: E- I (2) SIMPSON H-5 CLIPS OR EQUN.. DOUBLE 2' x 6" P.T.P. WIT'rl3l4' Pl YWOOO (PT) SPACER NAJlEO WITH ',6d COMMON GAlV. (2) EACH 16" D.C. CENTER OF GIRDER B-B 2 x 6 flOOR JOISTS FASTENED TO DOUBLE 2 x 8 GIRDER WITH SIMPSON H-2.5 HURRICANE N-ICHORS AT 16" D,C. CONCRETE BLOCK PIERS AT 8'-<J' D.C. CONSTRUCTED ON 4 X 16 X 16 CONCRETE FOOTING PAD, caLS POURED SOLID WITH (2) #5l2l BARS AND (1) SIMPSON ~ ANCHOR IN EACH CEll FASTENED TO DOUBLE 2 X 8 GIRDER 314' PRESSURE TREATED Pl Y'NOOO OR 2 x 6 PRESSURE TREATED DECKlNG CONCRETE BLOCK OR TREATED WOOD PIERS AT 8'.{}' O.C. .r . f FOOTING TO DECK CONNECTION SECTION A-A 3/4' PRESSURE TREATED PlY'NOOO OR 2 X 6 PRESSURE TREATED DECKJNG CONCRETE BLOCK PIERS AT 8'-0" O,C. CONSTRUCTED ON 4 X 16 X 16 CONCRETE FOOTING PAD AUGER AT EACH PIER FASTENED TO 2 X 8 GIRDER WITH FlAT STRAP 2 x 6 flOOR JOISTS FASTENED TO DOUBLE 2 X 8 GIRDER W1l11 SIMPSON H-2.5 HURRICANE ANCHORS AT 16" O.C. OR 'Z' X 6" JOIST BUCKET ALTERNATE FOOTING TO DECK CONNECTION SECTION A-A 0P'Tl0NAl CONCRETE eN' BlOCK ORBRlCI< ~ (1)'" BAR AT CORNERS AND 10'-<J' y- ON CENTER Fill CEllS AND KNOCK OUT I BLOCK TOP COURSE WITH 3000 PSI ~ PEA ROCK CONCRETE ~ . '" .., RJ680N FOOTING OR MONOLITHIC IF MONOLITHIC StAB IS USED SEE NOTES OF DE1 NLS Baow ~ Co {- 1,'Z'l ANCHOR AlUMINUM FRAME TO WNJ.. OR SLAB W11li 114" X 2.1/2" MASONRY ANCHOR WITHIN 6" OF POST AND 24' ON CENTER MAXIMUM (1) ... BAR CONTINUOUS 6" X 8' X 16" BLOCK WAlL (MAX. 321 (1) #5l2l BAR OR (2) #413 BARS MIN. 2.1/2" COVER GALV. ME1Al STRAP (14 GA. X 1") KNEE WALL FOOTING FOR SCREENED ENCLOSURES AlUMINUM ATTACHMENT , , I I ~ to .., I ~ " '~ , io J 'to , 3-1/2" CONCRETE SLAB 6 x 6 .10 X 10 waoED WIRE MESH OR FIBER MESH CONCRETE VlSOUENE VAPOR BARRIER UNDER SLABS HAVING STRUCTURES ABOVE CONCRETE FIllED BLOCK STEM WAlL 8' x 8' X 16" C.t.4.U. waL COMPACTED ClEAN FILL OVER SACRIFICED NATURAL SOIL 90% RELA T1VE DENSl1Y 6" I 12' CONCRETE FOOTING W1l11 (1) #5 CONTINUOUS LOCATE uN UNDISTURBED NATURAL SOIL (1)#5 \lERTlCAL BAR AT CORNERS AND 10'-<J' O.C. RAISED PATIO FOOTING f E3'~I' I ',,.....:..., ~ I I t:,-, - - - - - ,al~\T~~~~~)lSlli=llo\T~""iIe; la:=I!21IEIIE :llai~- i:llt=iTt::I't:::IIt=l't::I'c:;Il~11 I .Jlf""c 2''{)' MIN. BEFORE SLOPE l' 3-\/2" TYPE I FlAT SLOPE' NO FOOTING 0.2'11'Z' TYPE I I MODERATE SLOPE FOOTING 2"1'Z'.1'.10" TYPEIII STEE? SLOPE FOOTING > 1'.10" NOTES: 1. NO FOOTING REQUIRED EXCEPT WHEN ADDRESSING EROSION EXCEPT FOR EXISTING SLAB WITHOUT REINFORCEMENT. THEN TRIBUTARY ROOF AREA liMITED BY TABlE 2 .4 2. '1YIONOUTHIC Sv..BS OR FOOTINGS SHAll BE MIN. 2.500 PSI CONCRETE WITH 6x6-1 ex1 0 WELDED WIRE MESH OR FIBER MESH MAY BE USED IN liEU OF MESH. 3. IF LOCAL BUILDING COOES REQUIRES A MINIMUM FOOTING USE TYPE U FOOTING OR FOOTING SECTION REQUIRED BY LOCAL COOE. LOCAL CODE GOVERNS. SlAB DETAILS ADDRESSING EROSION ~D' -'I. , . . . .. . .. co '.. :"-'1< ~,'Z'-J (2) 115 BARS EACH WAY MAXIMUM UPllFT # 16' x 16" 548# 24' X 24' 978# 30" X 30" 1,388# B" X 6" X 16" CONCRETE BlOCK 6" X 24" X 24' POURED CONCRETE PAD (2) #5 BARS (18" LONG) EACH WAY CONCRETE POURED C8J.S WITH #5 BAR (SIJ'-RETE READY MIX wi GRAVEl.} PAD FOOTING A, VIRGIN SOIL B. C. D. REPlACED SOil E. 1/4" x 2.1/4' EXPANSION BOlT (2) EACH PER BASE SEE PORCH POST CONNECTION DE1NLS ISOLATED FOOTER 3' X 3" AlUMINUM POST OR 1ltJ 4' x4' P.T.P. POST IN GALV. POST ANCHOR AND 4-114' X 2.1/4' MASONRY SCREW --'0;, . . ~ 3-1/2" SLAB --'0;, J<- 16" MIN. ~ POST TO SLAB DETAIL lL-'I. IiJ io -'l< J 8' .L AlUMINUM STRUCTURE FOOTING 2500 PSI CONCRETE WITH (1) #5 BAR CONT. MINIMUM 2.1/2" OFF GROUND I'.lUMIN\.JM STRUCTURE FOOTING 2500 PSI CONCRETE W1l11 (2) #5 OR (3) 113 BAR CONT, MINIMUM 2.112" OFF GROUND RIBBON FOOTING 1YPE II RIBBON FOOTING 1YPE I ...J ~. ::J Z ~ (/):E Wz ~ Q.(/) I-(/)...J ~ ~.~ ...., 1-, LJ..(/)UJ I-UJO C/)n:~ UJ::Jz ~~O n: ...J 1=; u. n: ()1 , I- UJ Oi C/)' U)! gl:E 3:.::J z :E ::J ...J ~ .!- W ~_ . ""' '" n.. ... ~ :)<'01 -~ ::.: t::ou...... Q)o<"~ c~lS~:8 CUJ>:Ie:g ~ ~ ~ ~~ ....:re_ '~5w;; W~o5e. "":eX Q)~:8Q.;:t ()UJ"'W cUJ"-uj Q)~XI- L-I:lg ~ q Q, 3 OF 6 SEE TABLE 5 FOR LOAD )..'10 FASTENING SCHEDULE i I I I I ii' ~ HEADER STMP CONNECTION DETAIL ~, . I i I I' I I I i !~! ~r :fu/.IV ~1. I IU I i I ~ SEE TABLE 5 FOR LOAD )0.'10 FASTE,'1i,'1G SCiiEDULE TOP PLATE STRAP CONNECTION DETAil ~ ... see TABLE 5 FOR LOAD AND FASTENING SCiiEOVlE SiLL ?L; ~= 37:".:'..: ':2>i~~=: -:-'::. :.;::~.~,:,- ATTACH SHINGLES TO COMPOSITE ROOF PA.'IEI. WITH INOUSTR\AL ADHESlYC . (2) CONTINUOUS :14" LINES ilER SHINGLE .. TO S' OC. . CHEM REX<\. PREMIUM ~ URETKANE ADHESlYC . OSlo RFl<lO AlUMiNUM FACING ex;>)"'10ED POL YS1YRE,'1E OR POL YISOCYA.'IURArE NOTE: Ml,'1IMU'-I SLOPE 114" ?E~ FOOT ',wE,'1 iNOUSTRW, ACHESNE 1$ USED FO~ AT7ACi-IME.'1T !"'" I.'l ,.'; I"l '! r::: I I , /' :,'1 . , I '.i : :',i ~ 1-3/8" x 0.040" METAL U-STRA? ." i,.j "., \':\ I ; I I I ! i./ I'" ," lj 1.3/8' x 0,040' FLAT METAL STRAP Metal Strap Load and Fastening Schedule '.:li8- 10.040- Flat Slnp I Fas:entr Product Dimension~ Schedule W I l Nails AB10S I '.:liS- I 8- I Allo.....atlle loads Wind i u r'"~Qua ke Uplift I Uplift ~O I 549 Sia 8 I '0 I ABloo I '.3.8- x ~o- I 6 I 5-l8 i 7i9 ~ 12 I AB120 I 1.:li8" x 12'" I ; I ;'5 i as; " I AS100 I '.:li8" x 10- I S i 864 ! '039 ~5 AB:60 I 1.).:S- x :6- I 9 972 , 159 I '.:liS- x 0,040- U . Stra p I I DimenSions I Fasaner Allowatlle loads I Sia Product W = 1.)':S- Scoedule Wind I ur'"~Quake ] S X H Nails Uplift I Uplift 6 AaUl:)G 3.SiS- x .- ~J2 5',8 , a AaU10S 3-SiS' x S- 4 S64 '037 I .,0 AaU110 j.5,'.a- x '0- Ii 1.2'705 U55 I Note: Nur:"'l~f' 01 r":alls ~e(e~s !O r"tUfT'.:'>e( eac:"l Sj<';~ :~ cof'lt"ie~Il"19 ,"':".e~,c-e~~t eac." s,ce 0/ U.s:rao, Nalls 10::'~ ~ot e:o~ ;alvanll~ s"'OOt~ s,'.a~,i< (~Od) S ;a. x 1.112- M,n Maximum Uplift Load For Stud To Top Plate For Determination Of Hurricane Ancnor For Various Pan Or Composite Panel Spans And Ovemangs S",~ SClc'o9 ! . ~ I , I ! '0 I " lZ 13 I 1.33 li- OIC I ',5-: 'S2 , ~j: 'c' 3C8 ~; :;.e.s 424 ..s2 ;':' 1 ! ", 2.~ H-OlC ! ~:!2 ::...J I ~ f "OS ~ :"-:" XC M i 5:6 -,. I I ,- 2.5& lZ" OIC I :;.:.a ~~ I ;..:.~ 53; ~ ~ i S;...; --. I e-:.a SZS ,X2 I 4,:>0 ,&4- ole .:0.: XlO I ::-; e. :z ;2: ~~ "s..: I ~ 2('0 i ~ J~: I 15C8 , I Room P,ojection (P) Sum Of 112 (P) + Overhang Overhang 8' 10' 1Z" 1" I 16' 18' 20' O' , 5 6 7 a 9 '0 l' 5 5 i a 9 '0 " 2. 6 i 8 9 '0 " '2 3' 7 8 9 '0 " '2 '3 Wind lOil::: Con..er-sion T,t1:e For ~,l1im\'un Upir.":. Lo, ""'11'><: A.pPI...cI Cotl......".", Z:>^. LC.d "'loIltl Qot '4" '02 11 ,.>> 1 '0 )J I If , 20 " 1.:.1 \:5 <.l U2 \<4 ~ tN .J ~ :J Z <. (/) Z W z 50(/) r-(/).J UW=< :JOf- ,... (/) W r- w 0 (/) c:: -.;0 W :J Z Z t; 0 2:Ji= w.D::U r- W o(/)(/) 8z ~ :J Z Z :J _.J < l- .<: W< l- - . ..... '" 0... ~ - VI ::; ~.. a it ~ .- u . ~ C)l-<'" C<:Z'-", LIJ 0 ~ ..., c::q:...;;; asg~~~ ~.=~- W'lU::lZg 000- 'IIl=X C)C::",e..< nlUOlUL.. ......,1JJf"""l~ C<:"'w - x... C)"o \-<:0 3~ C'J > e.. -.J 4 -.... ..-._._.~-_._-------- ------_.._----~-_.- .. - .....-...-.. .-----........ .......---.............---,......... ...............-... ......-~ p Table 4.1.1: Column Capacities Supporting Conventional Constr\lction osts Allowable RooI Aru In Square Fut for Vanous Loads on PoS1 1- o. , '1' ".J '0 I 2~. ,~. 0 O:;O~ Hollow :..",u,",on. Aluminum Alloy 606' ToO Milllmum H.,,<;M .. ...., --'-Mi7lmum Load in Lbs. Allowable RootA{t'~ In Square Feet for Vanous LoadS on Post ./ .>0 ><.I, '. l.~~ ,. , -,; I, . ~ I ,. ,".2".0070" Hollow :..:ruSlon. Aluminum Alloy 606J T-6 MalH'l"lUm Mallmum Load in LbS. Allcw.able Roof A(~~ In Square Fut for Vanous Loads on Post H-.I<;nt I ~1~~. ~ 0' ., (.,::l~O .<0 "'" l ' :~~ ....:111 I ),'''IT'X ~o;TF;mi7d'. "'umlnu", .J.liOy '105 H.14 I r' ~ Mallmum MJllmUm Allowable Roof Area In Square Feet for Vanous LoadS on Post "'f/9M Lllad in Llls. U ", ,"",' -.> ~;.~ I ~"oJ 1 J". J". 0.050" ROil ;:ormed . Aluminum Alloy J105 H.14 ~' .0 ::r : 'co 1::: MaXimUm Allo..aOle Roof Area ,n Square Feet for Various Loads on Post ::>- -e Maximum Load In Lbs. O<.N 1~'" :-~ IQ""'j ~,..~ (..I-:.JJ j.J f' ...0 ., I 3" x )" 10060" Fluted Mollow :.xt:z'1Jsoon. ~Jumlnum 606.J 7..0 M,aximum He,<;n! Allowable Rool Area ,n Square Feet ~or Va ri 01..1$ Loa~$ on Post Maximum Load In Llls. J,""o 1..:>:lO ~ , . : 'J Qi I I I E..mple: i=irld ?:>ot A".....-a Ne-2'C~ ~;"'ea = 'A,': ~-:st $oac:f"l9 :'S' Stl\Jc~ure ~rojec:iQ('l = ~N. A = S x rN/2 . 0 H): 1 'S' = r. W = ,2', aM 0 H. = 2' ;non 'Area' = 50 Sq ;:L For a 1e'.',. ;>ost and 12'J"" p~. '.....nd ~eao or 2J = 1 Sq ;:L ;>os: c.'e,ces are: ') r . J" S~ao S ect,on 2) All pcs: SI;:~S listed :"'1Cw tne r x 3- Soap Sect,on """efe JOo CO"d~KlI'lS ~tCate a ;:>OSl ,'1e<<;/flt 0110' In a 12'J MPI-l wlfld ;:()(If. a 3. x 3. Rou =:xmed COULD NOT:= "s~ ~..ause ..r.en ~ IS more 'J1an 10' :ail ~::an only sup~ 39 S;: 01 rool On tne ctner "and, a 3" x :S" i=;\.i,~ :::s~ N1'"..n a ;>os: !"\e~nt of 'O"~ i can suooort an area of 12!l sq1.Oare feet ot a(~a il".....s. c:-eslgn m\.lst sausty COt'1 n~~nt and area reqwements .<0 l::r'IV ;,. :" /"'" : ,;:too ~.,1 -"0 , , :<IIi,;. -1j Table 4,1.2: Column Capacities Supporting Conventional Construction umJnum osts 3".3- x 0090" Hollo,", EJ:trVSlon. Aluminum Alloy 606J T~ Mallmum MHlmum Ailowable Rool Area In Load in Lbs. Square Feel for V~rious Loads on Post .J , I I I 3" x J" x 0,'25" Hollow EJ:trvSlon .Alumlnum Alloy SOSJ T.o Maximum MaXimum Allowable RooI Area in Height Load in Lbs. Square Feel for Vanous Loads on Post ~ ~ :~ : . ~; " - ' .J I ,V.I I .> UL" I 4" x 4" x 0.125" Hollow EJ:trusion. Aluminum Alloy SOSJ T.o Muimum MUlmum Ailowable Roof Area in o~ ,- ~LJ ,.> /.; :;- Height I ~ .~ ':0 -:'I Load in Lbs. '1 ..\ 1 L ~ ,d4 , ~J~ ':.-J' a: Square reet for Various Loads on Post ,co :", I I I ~~ .~ ~.J -0 I " " 1 J Steel Posts 3" . J" x 14 Gauge Post. ~o k.s.;. Sleel Maximum Allowable Roof Area in Square Feet for Various Loads on Post He ight Mallmum Load in Lbs. ~'dJ I',J.'J~U I , .~ I .~J I ~J" , c.>~ I .,.. I ~,J.. I 3". J" x 11 Gauge Post. ~6 k.s.i. Steel MaXimum Maximum Load in Lbs. I ""Ii_ I " JV J-o I ,.'U "-0 I o..~ I 4" . 4" x 14 Gauge Post. ~& k.s.i. Steel I: '1 ,.>.> lul 10 Allowable Roof Area in Square Feet for Various Loads on Post ., i:..~ ,0"; . .> '<Iaximum Height ,,~ -.0 Allowable Roof Area il" Square Feet for Various Loads on Post ",,':) Malimum Load in Lbs. L:::.~~v ~.,,)~~ i, ::Ju ".JV\J ~;:~ .>-. :~I ,,,, ,d Table 4.2: Schedule of Allowable Loads f Mallimum Roof Area for Anchors Anchors into wood for ENCLOSED buildings Allowable Load I MUlmum load.,.. (5'1, Fl)@ 120 M,PH. Wind load D'Jmtt~r A.ncho( .. Emla'dment ""'urn ber of .$.nc.hOf"1; 1114- X ,. 11'- . ','12~ 1'/4" . 2.112" Si\S". '" Si'5~.,.,,2" 5"5~ x :"'2" 1:15..,,, 1::;5" . '.1/2- ! :..IS" .. 2.112" 2SUJ 11.S;: 3!r".tJ I.,SF 550:L',8.SF JIZ::;'J-S;: '5G-2I20- S;: i eO::.' 3J.. S i= 3Y..=n 5-S- 5~':2.Sr: 3,;,:-:..~7.5r: 52~nSF 79;:"'J~SF 'J2C:s.5~SF 52....':5-5F 9J6:<IJ9-SF I 560=,o5-S;: 71~J':"SF IC6e.:.4~SF 17ee:,; "-S;: J :92:l13J.5F 1 I 88:11So.SF ISSC;a18J-SF 9J6J<1 J9. 5 F 140....,59- S F 2J.lC;ai9a. S F 1 C6C;;:i4 So S;: 150C,o/57.SF :570""'I.SF I 05<5..it.... SF ISe.u. >>SF 2S-1C#J 1100SF 12~52.SF 1872::;7~SF JIZ,"",'JC.5F U2.t.=.5~Si= 2! 06=1 89-S;: J5Q~'~rSF Anchors into concrete for ENCLOSED buildings Allowable Load I MUlmum load.,ea (Sq. FL) @ 120 M,P,H. Wind load Dlame-ttr. ~ncnaf I E.mbedment I I i ' r." . '.1/2" I ~IS- . 1.1/2" 112- .. 1.1i4" Num ber of Anc.nors 2 15:.u. ,J-SF 21 I.:. Ed-SI' ,8Se.:.' 2').SF iS~:.':>~.S~ 'G57=...l~S;: ~.u~'S~S;: Table 4.J: Fastening Schedule for Wall Cladding Connection 251::Z FibtrOo.ard SheU1'\lng F a ~t ne r I ~ .J-14. ;al'..an'~eo roonn-; r:a,i I :c :omrT'C'-' nail lIZ" Gypsum Sheatl'lIng i '1 ;a. \.1/2. ;ah.an1led 17r~~- Mao Sia" Gypsum Sheall'"ng ; 1 ~ ;a. t -::l,'.&" ~aJ'..at1ll~d I 71~5' heao 112" Gy~sum WaliboarO I ~ .J;84 ~rvw-all nati .. I 5iS. Gypsum Wallboard 1"1,2" drywall na,j .. Particle Soard Siding 5116".112- SiS" J14" Sd Sd 8d dboard Lap Siding. O,er S~eau,ing J cd :OtrOSton i~sistant 'M:n Direct to Studs minimUm 0.099", shank afld minimum 0 2.40", head I ~ Od :OlTos,on reSistant ,""'tn mln,mum 0 099"" Sflar.~ and I minimUm 0 2:0"11 t'lead I' 6c CorrOSlOO resistant '....,,~:': minimUm 0.092", snar.ic: afld minimUm 0 225-, /"lead 13<: COfTO$IQ('I resIstant 'M~n minimUm C O9,-a st'lanl( and minimum 0 225.,1"lead Over Sheatning Direct to Studs Over Sheathing 2271:.'15-S'= , 4 )C:;,:,' :~.S;: 422s;:'" i5--S;: 5772":12.& ~ .S; ) t T,.=.; 1 jZ.S;: 4J29#J' 20-5F Nl.lm ber or S paCln; J- c. C al .e<;es ! 6. 0 C at otr',er :ieannQ$ 4" OC at .eges a" o.c, at OHiet ceanngs .:.. 0 c. at ~~e'S 3. 0 C at mt'ler ceannQS ~.. O.:C on Cettlt'QS ) 3. 0 C 0" walls i. 0 C on c e.1''''9s a.o.t on wails 116' , c at top and ~onom ~.;es 115- 0 C at lOp ana oottom <e..s 15' 0 c, at eogesana 12' 0 C a\ Intemi~late supPorts \6" o,c a\ ed..sanO 12" 0 C at Intermediate sUPPQ('U . ;:,Oe(glass sl1ea:l1.ng may ~ stapled ""ng ,6 \ja \ja/van'led staples 1""8" long 0( 112- snea:l1'"g and 1.11 2" !ong fot 25r.l2 Sheatl'1lng, Staples to l"1a\te mlnlrnVm crown of 7/16- and soaced J.O C" at ~ges and S. 0 c_ at ortler ~fanngs, ~ Ol)'wall n",ls snail conlom'llo Asn.t C 5~' 11 SidIng applied 10 518" nel wood sneatnlng. \ 5f:l2 wcxxl struc:ural panel Of 112" pan/cleboa'" sneatnl~g, 2,) CorrOSion r.sislant na.ls spaced 6" on center at eOge Il" on cenler al ,nlermedlale suppOrtS Nalls snaU t"ia..... a minimUm e-dge dlstanu 01 3.18- :3) S'dlng appheO to studs spaced :'- on cer'lter maximum, . I S,d.ng applle<! dtrecily to studs spaCed 24" on center ma..mum, S) Use annulat 01 SP4raj tnttad nails rot comtl,('lallon sl.IbftOQ( I underlayment 5) ~al. must ce ct Sl.lffiCl~nt lenqtJ"\ :0 accammoaate U'\lckneu 01 $fdu"Ig 3nd Vfealt'lll'lg, l( vs~. and allow minImUm stud penelTahOn oI1.lIr I/iCr'\es ...J < ::) Z < (,I) ~ l2...I Z 5~ f-(,I)(,I) Ul2...Il2...I ::)Oc3 O:::(,I)~ f-l..l.Jr- (,I) 0::: ~ l2...I::)Z :2f-O < U i= O:::::)U u..0:::l..l.J Of-(,I) 0(,1) o :2 3: ::) Z :2 ::) ...J < w~ :3 N 0.. '" ~ ......- ~ "" ... C)::~;:: c:~a~~ c: =q: "" :g Q)f3~i~ (!)j-e"" .~;:UJi Wt36ae QJ";':i~ U8;l~U. c:~...w ," <3 )( .... 'oOJ ~ 0 3 'JO C'il 5 CF 6 ......--r-,..", PAN ROOF ANCHORING DETAILS ~_. , ;;----- ~' / "-',' ~';""":' -~, /-.-.--- U' ; "'/ ' /.----- ~I /11 -'./ Cl)1 ' ~ I ~ ;-~E.I-- I~i '=>.--"'- ~ " 'I <~~ '" 1/ .o...r ~ ..J,----- ~..l _' ~'I ~.~ _._--='-':1' ___ --U \ ____ """" -"" '" EXISTING TRUSS OR AAFTER SE.Al..ANT HEJol)ER (SEE NOTE SHoYV) IIa ,9116' S ,',I S. (J) PER PA.-. AND (1) AT RIS€R "0, 1.'t2" S.M.S. (11 PER RAFTER OR TRUSS TAIL ROOF PANEL "0, :lI4' S,M.S. AT 12" ON CENTER 1Ia, 9116" 5,,',1,5, P) PER PAN A.'l0 (1) AT RISER AL TERNA TE CONNECTION~ 1Ia, '-1/4' SCREWS P) P:R PA.-. INTO FASCIA 111ROUGH i'A." BOXED E,"O EXISTiNG FASCIA ROOF PANEL TO FASCIA DETAIL ;;Jrc'~ ~//';I ;" J.- i / / w':' / /, ~~~ // I 0.0":--- /'- ! - --' //~~ HEADER (SEE NOTE BelOW) IIa , 9116" 5.,',1,5. (J) i'ER PA... AND (1) PER RISER FOR MASOf.ORY USE 1/4" ,.1/4' TAP-CON ANCHOR OR EQUAL AT 24' ON CE.'..1:R FOf '"/000 USE "0".11'2' 5.1.1 S, ORNOO.:l SCRS'....S AT 12" ON CE~R ROOF PANEL #S ~ 9/16" S,.'.I.S, (J) PER PAN AND (1) PER RISER EXISTING HOST STrlUCTURE; WOOD F?AME. MASONRY OR OTHER CONSTRUCTION ROOF PANEL TO WALL DETAIL NOTES: ROCF PA.NELS Sl-'.Al!.. BE ATi ACHED TO THE HEADErl 'MTrl (J) SA.CH:<a x 112" LONG CORROSION RESIST....'<T 5HEET METAL SCREWS WITH 112" WASi"ERS. All. SCREW HEADS SHAll. BE CAUL><=-D OR SHAll. t'AVE NEOPRENE G.ASK.:'\ BE"NEE.N TriE WASHER ""'<0 111E PAN, P""" ,~BS SHALL RECEIVE I') EACH ~ ~ 112" SCR..<=W EACH, lriE PANS MAY BE ""'<C!-10RED IrlROUGH BOXED PAN w\r~ PI EAC!-1:<a x I' OF THE ABOV': SCREW TYPES AND IME A.SOVE S?ECIFIED RIB SCREW ~ ~- '~ pA....~ ,0> ,-,..-- ,. FASCIA (!.tINIMWM) BRSAJ< FORMED METAL SAME 111ICl<NESS AS PAN (MINIMWM) ANCHOR TO FASCIA AND RIB OF i'A." AS SHOWN :;:s x :lI4" SCREWS @ 6' O.C. , I I :;:s x 112" SCREWS @ 6' O.C. --- --- I I t ~ HEADER (SEE NOTE BELOW) #S x 91',6" S.M.S. e a" O.c. ROOF pA.'NEl FOR MASONRY use 1/4' x 1.114' TAPeON ANCHOR OR EQUAL @ 24' O.C. FOR WOOO uSE "0 x ,.'/2' S.M.S. OR WOOO SCREWS @ 12: D.C. EXISTING HOST SrRUCT1.JRE: WOOO FRAME, MASONRY OR O""ER CONSTRUCTION ALTERNATE ROOF PANEL TO WALL DETAIL NOTES: ROOF PANElS SHALL. Be ATTACHED To".,e HEADER 'M"" (J) EACH #8 x 112" LONG CORROSION RESISTANT SHEET METAL SCREWS 'MTH 112" WASHERS. AU. SCREW HEADS SHALL. Be CAUU<ED OR SHALL. t'AVE NEOPRENE c;,..sKET BETWEEN THe WASHER AND 111e PAN. PAN RIBS S/-W.L RECEIVE (') EACH #S x lt2" SCREW EACH. THE PANS MA V BE ANCHORED ".,ROOGH BOXED PAN WITH (3) EACH IIa x" OF".,e ABOVE SCREW TYPES AND 111E ABOVE S;>ECIFIED RIB SCREW. ,. ' COMPOSITE ROOF ANCHORING DETAILS r--- -- ~;.:.;"'-~. ~ ~ .'~ ;..... -- -- V'J "', . ,11 \. / : .'....'--- CQ - ' I ~ :tl.~\ !II .r--z-. ~---:-- ~ 'I ~ z~ "', :.-01_0.0: 'f "7- =- 'L~ E.XJSTING TRUSS OR RAFTER Il8 I 9116" SMS 5PACED AT a' 0 C, BOTH SIDES ROCI' PANEL '10, ',112" 5).4.5, OR wOOD wooo SCREW (1) PER RAFTER OR TRUSS TAIL "0 X 3/4' SMS, OR WOOD SCREW SPACED AT 12' 0 C. ::s , 9/16" SMS SPACED AT a' 0 C, BOTH SIDES EXISTiNG FASC\A ROOF PANEl TO FASCIA DETAIL /' 0'/~ %) r;=-! -~~ ~~ '.r'" :.'~ .:.-- , ~.~~ I 0. 0 ' ! I : //f:~~ EXISTiNG HOST STRUCTURE WOOD FRAME. MASONRY OR O".,Ert ~NSTRUCTION ::s , 9/16' S,M S, SPACED AT a" ON CEN1:i'\ BOIrl SIDES FCr. MASOtIRY USE \14" ~' 1/4' T~PCO~' ANCdOR OR EQUAl. AT 2" 0" CE.'NTER FCR WOOD USE '10,'.112' S.'-4.S. OR WOOD SCREWS AT 12" ON CE,NTEi'\ ROOF PA....EL :;:S, 9116' S.MS, SPACED AT a' ON C:ENTER BOTH SIDES NOTES: ROOF PANEL TO WALL DETAIL WooO STRUCTURES Sl-'OULO C~NNECT TO TRUSS SuTiS OR 111E SV6-FASC:A FRAM'NG v-.'l1ERE ?QSSIBU: ONL Y 15% OF SCREWS CA.N BE OUTSIDE lriE TRUSS BUTTS. SU6-;:ASC:A AND THOSE AREAS SHAlL t'AY: DoualE ""'<CHORS. AlL SCREWS INTO n-E HOST ST?UCTURE SHAll. t'AVE MINiMWM '.114" WASHE?S OR SHAlL BE WASHE.'l, HEADED SCREWS. HEADER INSIDE DiME....SION Sl-IAU. OlE EQUAL TO PA....E!.. OR PANS '1". THE WAll.. TriICl';NESS SHALL BE THE IrlICK,"'ESS OF THE "l.'.JMINLiM PA.'N OR COMPOSiTE PANEl WAll. THICK,"'ESS. HE.ADERS SHALL BE ""'<Ci'10RED TO THE HOST STRUCTURE WI"" .......o-ORS A?PCl,OPRIA iE ;:OR lriE MA ER1AL CONNECTED TO, T"riE A.NCHORS !)ETAILED ASOVE ARE BAS:O ON A LOAD FROM 120 M.P,H. FOR sac SECTION :se<; FOi'\ A W,,;(11.4I,,;M POSSiaLE SPA... OF THE ROOF pA....EL F?OM IrlE HOST STrlUCT\;RE. ,-'-- 0" w c:: ::l 0- U ::l a:: 0- '" 0- <II 9 " iO. - " ::s ~ 112" ALL PU?,oOSE SCREW @ 12'00. SREN<rORM F\.ASHiNG -\ \ ~- I I I / / / 3' COMPOSITE ROOF PA.';EI. SEE SPA." TABLE FASTENING SCREW SHOULD BE A MIN, OF I" !lACK F?GM IrlE EaGe 0;: FUlSHING ALTERNATE DETAIL FOR FLASHING ON SHINGLE ROOFS ,. FLASHING TO aE INSTAlLED" MIN. o' UNDER THE FIRST ROW OF SHINGLES 2. STANDARD COIL FOR FlASHING IS 16" .0'9 MIL COIL 3. FIRST ROW OF NM.S WILL t'AVC TO aE REMOVED TO INSTALL FLASHING PROPERLV 4. FLASHING WILL aE INSTAll.EO UNDErt 111E FELT PAPER 'MiEN. POSSIBLE 5. HEADER WilL BE P1JTTY TAPED AND CAUU<ED EVEN THOUGH FLASHING IS TO BE INSTAllED S. IF THE DROP FROM THE EDGE OF THE SHINGLE DOWN TO ".,E TOP OF ".,E HEADER IS MORE THAN ,. THEN THE DRIP EDGE 'MlL t'AVE TO aE BROKEN TO CONFOR.... TO THIS DROP 7. 'MiEN USING FlASHING THE SMAlLEST SIZE HEADER AVAILABLE SHOUlD BE USED 12' .OJ MIL ROUfORM OR a' BREAKfORM IS BEST SUITED FOR HEADER SINCE IT KEEPS 111E FVJ> LIP OF TI1E i'1EADER BACl( FROM THE EDGE OF Trie FLASHING S. 'MiE,,! SE?ARATION ElET\'i!EN DRIP EDGE AND PA....EL FLASHING IS REQUIRED '12" SEpAAA TION MINIMUM 9. STRIP SEALANT BETwEE... FASCIA ....'<0 HEADER PRJOR TO iNSTAlLATION RIDGE UP HEADERS A.'NO PANELS ON 80TH SIDES OF BEAM FOR GABLED APPLICATION .. . .". S".S. ,'I 'E'''''' . / A.';O (1) AT PAN RISER :<a, 9/16' S.M,S. (3) P:.R PA.'1 AlONG PA.'N BOTTOM ~ PA.-. OR CO'.4P. ROOF PANEL Al TER.'lA 1: CONNECTION: ~ x ,.1/4' SCREWS P) PER PAN INiO BEAIA THROUGH BOXED E.NO OF ?A.'N ANa HEADER. ROOF PANEL TO BEAM DETAIL i T SUPPORTING BEAM (?!OR TABLES) ~ NOTE: 'MiEN FASTENING ?.......ELS OR PANS TO WOOD ?\.AES SCREWS Sl-'.AU. "'-AVE" MiNiMUM EMBEDME.'NT OF ,. FOR COMPOSITE ROOFS: "0' (I . 112") S,MS,MTri '.Ii~" DIAI,lETER FENI.'E.'l, WAShE.RS @ 12" O,C. (tENGT"rl2 PANEL THICKNESS. '") @ ?OOF BEARING ELE,I,lE.'<T (SHeWN) AND 24" OC, @ NON-aEARING ELE....E.'<T (SIDE WAllS) ROOF PA"EL (P:.? TABLES) SECTION 7 / Fort PA." ?CQFS: :J) EACH ~ I '12" LONG S.Il,S, PER 'l' pAJYEL - ROOF PAJ'JEL TO BEAM FASTENING DETAIL (1l X8, 112" ""Tri HEAD S,M.S. TOP OF EACH RISER #\0.1.112" WASHER HE.AD 5..1.4.5. T'riROI,,;GH BOX hEADE.'l, 12" O,C. INTO HCST STRUCT\JRE ,'<ores: 1. WHE.'N HOST STRUCT\JRE IS w.sONRY USE 114',1.1/4' DRIVE PINS Oi=!- 114". 2.H4' n-UNOERBOLTS 2. FASTEN THE E.X1STING SU8-fASC:A TO RArIER TAILS FIRST W1TI"I ~10 I J' S,MS, BOX HEADE.'l, BEAD OF CAWI.i<ING ALONG TO? OF 3CX HEADER ROCf ?A." "'~/~/ ',. (3) FER ROOF PA."< :<a ~ 3.S" ~ . wi HEAD 5 MS. 0 C. INTO BEAM ~ (J) ?!OR ROCI' PA.'l #10 x ,. 'MTri S.M S Irl?OUGH ROOF PA." ANO BOX \1 HEADE."l, 0 C. INTO HOST STRUCT\JRE PAN ROOF AND BOX HEADER F'.ASHING 0,024 OR 25 GA GALv. I t 2'. .... 0,06" ~ BEAM DE?Tri .4' ATTACH ANGLE .". TO FASCIA wrn1 2-3iS' \JIG SCRE'WS AT EACH ANGLE MIN. 2" x 3' x 0.050' 5.M,B. (4) #10 S.M.S, AT EACH ANGLE EACH SIDE I t I I A 2 W10T'rl REQUIRED FOR GUTTER B 2 OVERHA.'NG DiMENSION @ @ @ ~ I ' BEAM TO WALL CONNECTION; ;.<-- A ~ (2) 2" ~ 2" ~ 0,060" EXTERNAl. Y MOUNlcD A...GLES ATTACHED TO WOOD WAlL 'MT'rl MINIM1,;M (2) :liS' x 2' LAG SCREWS PER SIDE OR (2) 114' x 2.1/4' CONCRETE ......CHORS TO CONCRETE OR MASONRY WALL ADO ( , 1 ANCHOR PER SIDE FOR EACH INCH OF BEAM DErTH LARG€i'\ THAN J' (AL TERNATE) (1) 1-:lI4' x '-314' x ,.J,'4' x '/8' INTER.'NAl. U-CLI? ATTACHED TO WOOO WAll. 'MT'rl '-4IN. P) Jill' x 2" LAG SCREWS PER SIDE OR (3) 1/4' x 2.1/4' CONCRETE A.';CHOR5 TO CONCRETE OR MASONRY WALL ADO (1) ANCHOR PER SIDE FOR EACH INCH OR CONTILEVERED BE.A.... DE~ LARGER 11'<.AN 3' o o NOTCH ANGLE OPTIONAL RECENlNG CHANNEL OVER BEAM ......GLE i'ROYlOE 0.000" SPACER AT RECEMNG CHANNEL ANCHOR POINTS. (2)"0,2-'12" 5.1.1.5. AT RAFTER TAILS OR 2" ON CENnR MAX. WITH 2" x 6" sua FASC:A I.cUST REMAiN FOR ANGLE 5rRENGn1 2" . 6" SELF I,lA TING BEAM Wl111 (4) 110 ShEET METAL SCREWS AT EACH ANG!.E ElICH SIDE CANTILEVERED BEAM CONNECTION TO WALL AND FASCIA DETAJL ....J .:( ::J Z .:( en 2 Wz SS2 I-enen {)WUJ ::JOc5 O:::en::; I-wr- eno:::l' w::Jz 21-0 ~~i= Ll.. 0::: () ol-W Oenen 02 3: ::J ~ 2 ::J ....J .:( >- ui ~ _ .... '" 0... ~ ;:; _:Z ~ ~8 ~ ~ Q)>-<'" C~5~:g C :H:.... ~ Q)o.<--' n"\~a~~ LJ.j",-- .;:':;:UJ; W~i55~ Q)~~~~ U"''''UJu.. \If n ... C~~~ Q)~o L..<eo 3"'0 ro 1~ 6A OF 6 n f , 2' 12' WIDE x VARIOUS HEIGHT RISER [INDUSTRY STANDARD] ROOF PANEL TaOle l' ,: ...l1o..aole S~ans rOf Industry S~ndard Riser Panels for Various Loads "'Ium,num Alloy J105 H.14 or H.25 "'/1"0 rTl1......-;:~~;:;~('el' C~n ~yllal/"lQ' C....em.1r"lq \-ot'ld.oon ~GNe 1 ~"[".J- J".J' 3".i r..:, ';t.' .~ , R~9IQ'" ;-re ZV? ...... ~ , 0 ... ... :-I: ~DP~ I~~~~. I ~-lQ ~ ? i-oI J,"DI,~a Lo.a IT ~ U Zi )2 !"-? ,.. , , ,. ~. '.;; > " : ~.f,r I ~r I ~.<Ji:l r<'I:cr ;llnelS ~c.lo'$CcS CWId:lf"IC;S y.{l;-~l'edi RCQlon ! lo.~ ~~c, l!":V~'2'"J l".O ,,, 1[~V~15 .;" ,,;;--1,Q'V~' .', ~~ '2)v~~~ T"'--'iJV7~,.. J., ~. O'o''trT'lolt'lq I",.QndltJQl'I '.IT l-O I~ ,., J;. I" :l'" , , ,,, ) ..: "-0 , , .' ,'" ,..,. , .: 4.11 > ., J", , " :nclo~a ;31.,llldln9s .. " , ,.~ I 'N'i'ii"d1 I Apol,cd, ~ RCl1ItOf'\ Load, 11.) 10~~ ~ .;-. 1 ~ \ '" 'fl. ~. r-l I jj, ',(;., 12lJ\4,joI.i'\., oi, 10....!. 1'2~r'.rtt .u ,.11 !:J.Q '.I,?,i't. , )~ 1')'( ,., ,. . l.",.~m:&n9 '_onaltlOl'l ~ONC:' 1 -IT l40J I ;.J" ,... ,-0- I 0'" ! ,.j ).: : ').;, ,., 4,,' ~ J"" :l'C1osea ::;I1.04IQjn9'1 Cp.en 3Yl)c~nQS "",,1n4 ~PDi,ed l,..-vem..nQ Cot'lQltlon Mnd I "\oc~,eo ! Fl.eQJOC'l L:l.l11 ~..r---r.4J r-v- +-0"' ReQlon LOoll1' n-02....,oJ.''1. ~, '-? ".. J~~2'i,?~.. ",'j \~O"'~"'l. ~ .,...., ~.:1 3,.\\ le'.;) \lO'i.~:5 1,0"'? "'l. n ')'.. ,)"':l ,., f-? I 0"." 120 .....?,,.... 041 1;;'~"'''':''''l ~ ,.... "'.. ,.) ,.'1 I,;,).....iol'.i'4. 4..) ~~2 ,... ,.., .", 3"'~?,r1..1 XI 11.Hr &14'& ~v...~ ,-f,j~r"':a(\e,1 , Wlt'1Q I Re Qlon JTC2"?A 1 '10 ~,......... , t2'J \4.1' ~ I rz,\4,oJ,:"1., : ~.LO ....,;;1 "'I. I ~.I/:- 1 l];, 'J'::J4. , , ~Ind ':'C!:ll,ea I Fe;ron LoolO 11'0'2 \I,?, "'l. 1, I 110 '-lI.'" "'l ;?Q 11<0 " ? ~. 2J I 125 '-' ;il'~. ~ : 1.10.... ~ "'l n .J,oc',~d L::i10 ~ 1 'l'J lJ ~ ,2 ......ce" :;.uIICI('l9' ~..,em",n~ ;..onOloon ,:q~~ :r~ S., .,- :f..... j.., .,..~ ~ I .,.j '101'.<: C~m...n9 ,-onalbon l.;r l-iJ :r~ ~. ~ CI ')... ,'" I .,., 3 .: . - j., ,-0 )~ "-0- .L .) :r.ll ). ~ : I ).) ').1... , " ---0 J., ).1: ,., ,..y~r ~S(\cII vo-en ::x.lI!dll"~I C'wcrn",n9 '_ondloon ~..;ol'-tc::. ~ .;r n '1'.fT I ,..I ." '",.l ,. " . ., Nlnd 4. ~- \'CQlon "'/ I 10, '4,,oJ.M. , \~ .2 1"0 .....?,;.t I 'C'.., 1 '20 \4.?H. I I :",-0 I T~?,.~. I I ....., 1~ .....?,,~ ::,,"cJQ~d =,YIIQH'9S ....Ocl'eO ........~m"'nQ '_;lnC:'bon L'J.li:t ;~0i\~.J'" ",..:J .:'9 '.J ')., ,. ... ..~ ).11",1 ,... I ";1 " ).) ).., .,., ,. ~ I )-" I )., ')-? ~ ':--0 ). ,'). ,,? :; . 1 1 i' . 1 ~ ,., I..J'" r=fIClCls.ea 01,,1110'1'191 if"lInd I Appl,ed. l.",......em.ll19 ..onCltl~n ~eQIOl'l I lOJd ~~.4J I :r...... l'0'2\l,'"',"'_1 "'~ ,.1 ,.) j... I ~.,J,. 110 14.~,i'(.. ~ I ')"0 ,.., ~. .. 120.....?,/oI.; ..., ,.Il Q"':: I :S~ 1d ....?,H. I oi5 )'1 ,.1 ?~', ,..; ,J.O \(,,oJ1'1 ;>Q ;I'; )""") ') ~ ,., .r- ,.'''' 1,., :",~ 1,-... '1.., " -4 ~ ... . 1 1 'O"~ I ....o:e i,:~Jj ?C1 ~ "",,<:,::'1 I -:x;;rr- .....O.~ ;l'\OS ...--ail ....~n ~vs C~X'l11 ., . ~ 1001'1 r..:r ., .", .'? I ,." :Ii.,i ''? ;I.,;. ,., I," I ".~ \oj u f '2" . .-- ._- 12' WIDE X)' RISER INTERLOCKING (INDUSTRY STANDARD] ROOF PANEL SEE INDIVIDUAL P"'NEL SPECIFICATION (IN TABLES) FOR ALLOY ....~D THICK."ESS Table 7.1,2: Allowable Spans for!ndustry St.lndard R,ser Panels rorVarious Loads Aluminum Alloy J105 H.14 or H.25 ..;:- "...1 I I)" I ,z" 10.0"- RJxr ;.''''nels OQ~" ~ddin9S Enelos.ed 3utldln9S Wind 'I.APP11td i Q'I~rt'loln9 CondltJon Wind l Apphtd i c-..em.nQ CondItion Rtglon , Lo'~ I _ONE ,'.qo rq- rq- J,.q" Ft,,'on I L"~ I NONE: ,'.qo :~- l'q- 1102\4.""'. 1r ..." ':.1'. ~,.,- !r...:~~..._ 'OZY.?K_.:' ;.... ;'..;' 9..1:' 'C.:!-! I "0 ~.P,i-l. I ~Q : ;,;.~' ~,.( 11-d'" ~1..;"!'" - : "0 \4.?"i04. 35 o...ln ~'.., 1 ;-.';- :C-.j ':-O~.P.H_I z; IC'.J. 'C".S'.;:C'.\I~i~r..~;t!.~...'~'t4.?,H. ", i.lj I-.~" ;..;! ,'.T 125 M.Pl-l.1 " \ i.'1l.'\]" i '0'.5" 1t"...l- I 'Z~" 112S ....j:I',H. 4.S i~~ I.' ;4'. 1.,,- ',40 "',PH. I II ~-l- ~',. g.~ "J.~:': ,'';', ''''''''.PH. S. I 5',:' ;.'1;" I ~.;l,'" , . ~ ' ,. ~ \ . '. ....:r ,)..: " ~ O.O~.. ~SItr Polr'\eis ,.il J..(J ,.. ,.~ l;r I ,r ,0.1l.lr' Fl,," PlntlS 1 Ooen 9Ulldin9S Enc:o~d 3utlduHjS Wind j Ap911e~ i ~erT'l,an9 Condition Wind I Appllec1 i c-..erT'l,an9 Conalbon Req,on I LO.d I ,~ONE I r.q' I r~- I r.q' 4'4' ~9,on LOid I NONE: ,'q- , r~- , J'.q' ! '02 ....P-H, i 17 '5'';- ! 'S''? i 15"""1'6'-5" i ,,- : 'C2 \4,P,H. I ~ 1".<;' i ".11'; '"S- IJ'.J', i "0 "'.i>-H, i :0 !J'" !J..... i ,''',. ! '5''';- i :,.)" '110 M,P,<<. I l5 ,IC'.9- i 'C'."" ".S' l:r.J" I 12'J ....P,H. I IJ 'J.J- !J.,;' I 'J.lO" 1 ,...-s- 1 1S'?- I ,2'J ....PH. I ., g.,,' 'C'.," I IC'.; ,r., 11Z5....P,~i:~ 'I';- II'~I'J"'I'J..;ri,.:.,;r:'"5M.PXI ~ 3'-5" .-3"ilC'.J- ',., jUo.'-4.?H.1 J2 ~;.J- 1~'-S~;11'.l~.i'z-:;i~r.T!1""'~_?!1. Si I !...;~ ;..1"! ;-...1. ~0".5-: J~ . " ." ~ ".. . , . ~ 1 ) Note: 70(.) -:::d ;ar,e. NlC':.,", = ,~Qr.'\ -H'o.:": ~...s....atI.....C"..~~...:s ~..arc;- Table 7.1.J: AJlowaole Spans for Industry Standard Riser Panels for Various Loads Aluminum AJloy )'05 H.28 4-\T" ;",.J .,. . ~ 1 ,., .'" I::' x '2 I D.~'" ;;;/Js.er "'.InelS I Open 3UllC!lngs I Wind I ~ppj(e~ i O....em.nq ConOlLJon Re910n Lo.a I \"'<.J~c. I , .iJ- I 2",,;)- I J -oJ ! .:.....J lT02M.?H. i 17 ! ;...~iJ I 'J.:; ! .,J;~ I ~,.~ I ;:.1j I 110 ,'d.?,I'1. I ZQ 1 :.....,. ".:: ( ;J~ I L;.~ I 'j- ~ ~.?M.; n : " .~~ ~,.1 t ,,-0 I :J~ I .~~ I1ZSM.t",!'{. I ..~ .~.-~ I ~;~ ! l~.:v I '",.0 l :~.11 : 1J.O Y.?,k. JZ :~~.1 ::...~..,; I ''...I.~:J I 1:.# ~ ~';'-'I,.' 11'~ IJ :l./.j .,.1 I .,.., ).., I .,..,) ;.}.... :., t;I'lCJOSl:Q =ullolngs y"-tlnd I ;PPJ,td! Rtg,on LOI~ I NONe I '02 "'.?I"\. I ,,9 1 ~<J-I j I ,,~ ~.?f1., J.) . ~-o , '~~.?rl.! J, :r.~ ,'.S';l'~.;:": 13 .~ lJ.J"',~5o lJ...emi"lCJ;! wndlllon ,.;) Z'~ I J.;J I " ~ ~ I ,;,., ~.::r :...-0 c.nCIOs.ed ck,uld,n9S I Applltd I C'\terT'!inQ COnQltJon Lo.d I I I :",.,) )\"j.! I..... I ,,~ ! , ., ,-. 1 ~_vJ~ IntiS ~ UII .ngs I 'ttl1'l....n9 n _bon I NONE i 1 ~ I Hr I 4 .a~ II, .10", IT,ll , 11f": I '."0"/ :,., I l~-o ! 1';1" 110.1\ I 1, -0 I '13'~ !) I.) -0 I ~. I~-o I .J I I '0'" I I .., I , Note: TO<<JI ...-.;d ~ Metn : I1X)m 'Melt';.tws '""all W"Cl!'l ~1l...S=~M'Q. ~COSl: J'~- ...~ 1 ~ ~'~~ I'", ,'r;.:r;-I i :;... ~.:.'.:r '.3'.S" ~ Z' -;- I ':.5' I ,.-<3" I I ~~.~ " .J I ,'" J... '..-...> .~ -? I " .; , I ::~ I"" UII lng$ 'ttrflln9l""OnQltlon 1.0 ,~ 1Q'1 4,;) 1 -..l I J. I .1"1 I ,.I" I....''''' I I' I I '" I '" I "., ". I ," I '" I J ~ l , 2 00" ~ INDUSTRY STANDARD CLEATED ROOF PANEL TaOle 1.1,4: "'110"" a Ole S~ans for Indu.try S~ndard Cluted Plnels fo' Various Load' "'Ium,num ...lIoy J10S H.14 or H.25 ~ T.J:' I 1" rJ",~H ~uacl ?lr"CII ! --o~,., 13u.ldH"<jS l;J'CJo_d :k...I<Su"Ii1' ! "'hNJ I ;'ppl,ed, 0\.-.rt,.n9 c.;."d,tlQ" ,Wind I A;OI,eCl o-v.rt\..l.nq I.-QnQIOQft ~.QJOI' , Le..ad ~E l.a ~~ ~CQIIJC'l I ll;).lcl ~ l.,w- l".Q T-iT ~2~.jlIi'1., 17 .,.) ,~1;.111 I;." ,~~.iJ.ii.i n ,.1 ,~ 5'., '-rro-q-i'M.. 20 S-.., '.., I .,.) :,J.) \1..3 110 ~.iJ,M.. U .,.J ,na"l,jlIi1, ZJ ~1 ",,1 Il1.oJ .1:0'lf:i'.KI 41 ).11 12S '-'.jJ r1.1 ;:5 I") T.., i"., I Hr.ll 115 'At,iJ.rt l.u ~-d ',.0 "'.jJ r1., ;Z I ~.., I.....,' .1e- I IIJ.) , liO ,~.i',~ I 5i ).: ", ~"J;... 1Z- II;IO",i ,,-e..a~ 1"11"\.'1 O-CI'I II Ch"Ii1' ...v,n4 i ;'.ppl,e~' t.-......rt'...n; CoI'Id.lJon ,.'/'", l,.d ~r-r.l ,-1- r.()- ~,?M.. 17 : '.......L :\1./ 11.1, ~1.11 l'IOw.jJrl, 1.0 'I., i.~ 1...~ .TnV",~1 n;,-r:;- :n~Z' !5.;o a., lAo ~.t',H., JZ ,.10 , {., I f..J.-4 .. rr.r /J,ln, I".,.c..~cI ,....flel' Op.el'l cultd'''~1 Wll'lO ,;'pp.,ecli I R'9"'" I l,. ~ '''C';C ~il',M. H 11'4 110 '-'.",1"1.. ,Q 1",....L nQ M.jJ.r'l. ZJ .,-4 'Z~\4i.jJ.r\, ...i I~' ~040 ~.jlI."".. JZ I T.. r...r.em..nli1 \....::mdlOon ,~ ~]..ij !l.) I ~~ . . I ,1:.., '0.. 11.1 11.1: i .1; 11.) 'i...l ,.\1 ,.... " :s.) ,,J., F.r&1r-a JOlT" ~411er rl"~11 I O~n d4..l11chN" {'oIl('O .1colled c....em.lI1Q I..oOnOlt!Qn I I Reqlol'l LOild ~~~-:r~r-~ il02Y.,.-.... \1 "'J'" ) i "0 ~O"1.[:r-::r-:o ,', ,. :: , ~~ -nOV~J )" j'"f ';1'"1 ~.~ n~?r'l 2'j )., ~..., .,~... 1 1-'0 '.t ? .... Jl .I.. ,f.' 1 ') -: i"Tl1r"Tlr1nli""" --o~f "'ll"lel& j Dp.e~:3U. , 1'. I V'hnd .lopj,ed "-~""",,nq _0(' IlIon I r ~a FteQlo" I Lo..d ~-r.J--:-~~~ ~f'~ _ _.~(t""~..~ ~~C ~ f' r'l. 11 ,~ '" r:r- ,..... ,~~,1.;-1 'i:l~ 'lI.rJ......; ~~ ).', rmq-;r;r"'-~.~j --:-'~~".~'~no\t,?~ .u ,.7, mlJ\T'~:n-o.r -'" "., ;,3 I !17r r.n~-..,-~ ,., 1n~~~~ I ,., I"." I'Z5.~.?i't1 4..) .1"0 iT1o~;;lI... Jl )...1: )." ').., ,..,J I ,., IIJ.lJlwf.?i1.,)Q ~-y ,.., &~ 1).,... :fJC.!O)i&CI :kmdl~' 't./ind I A&l~,ed o-.-.r?"...nq '-on~ltlQn Fl:CQ'OC'l ' l:o.iS '.:JP< '.oJ r~ :roO \01~.~.K.. " !.. ).,1. \oj-t) 110..... ?I.I'\. I ~ ,)-1 ).,... 12t1 ....,iJ.K. "I ~'.,I "';1 ~.:SM,?'.,"\.:~ ',)-,~ .... ..1~ ....0 .\iI,?,.M. ~ ',).", 1...1 .~'a: 7a:~ '"JOf;.arel ....Ct:'l . !"'JQm ....et."I ~\.lS ....ai ....aU'l ~wS c-.e~anl#- '..-' J;;.1 \1.;1 .;,..,. 5'" ,., I J.) ,.1, >'" ,., ".11 ,., "...1 1\J -d 1~ _.,I ,.11 ,.:C ,., , .l~ 01001' Toll . ~ I 1.) 1...., t ~p;~ ~-., :n-: ~'4 , .1 \oj I ".oJ 1,., ",,, I h..., '\,1., ~ <( ::J Z <( Cf) ~ ' W c:: Z ~~Cf) ()W~ ::JOro C::Cf)<( f-Wf- Cf)c::~ ll.J::JZ ~f-O 2~r= I.J..C::() L- ill o r- Cf) o Cf) O~ ~::J Z 2 ::J ~ <( ... <: W~ :5 N 0.. '" N ~-~2~ Q)::<~ c<:z;!~ C~~"<'l ,,, ~ >-< ::. "? .....0 ~~ c:n .... 0 co ,.. ~~;;:;~ W. '" S z_ 000::::' '<Il-~ 8~~~u. C~~~ !w 68 CF 6 ,- 'j -' - UJ ~ z 0: < '.u ~ a , SEL:.CT PA."EL CE?TH FROM TA8L:S E.? S. CORE G 1:- / ,-.-- ---- .- <a' ---------,1 Al..UMINL"M Sl<lN SIDE PA."EL CONNECT. T'ONS 'IAF\V :00 "OT AfFECT PA."EL SPMS) --' COMPOSITE ROOF PANEL [INDUSTRY STANDARD] Table 7,1.5: Allowable Spans for Industry Standa~ Composite Roof Panels for Various Loads Aluminum Alloy ~'05 H.14 or H.:!S' ,0 EPS Core Dens~( Foam I T l.:.a I IJC1:r "'11"I<elS 1- . - ---':'~llal/"l<;' I~ I~' -v;e~~; r:<Jt'lOll'on ?cQlon : 1_0.14 '~"""'~r~t""~ i1l)21,1,~~. 11 \,.:~' ~,.., !~...: .:~ I "Ci4~rt 2lJ ~I,,/':~ 11.0 I ,..J) /T~""'~~' Z~ ~c.''; ....: I !C".,~ ::.11.1 il'2~') '1-' :,,'1;, 1(J.J ~ 1 ..l ~~~Z J-<3 ,.1~ 1'":1 I 'C"J) l--:r-.;-:la I ,J.I,.tZ. ...~r'tetS .....oel"l ~llall"!<;' t'llnQ I ,1pglICO U'rtr'T"lnc; ,-QnOICOn I R.eQlon ! ~O"12 ~~~.u-:;-.J" I~i".~. 1/ ~,,'J 'J':I,; ~"., ~~Z.~ 1",.) 1"[.\\ ~..-d ~;rr:r.-2J .';) " 1,;,.1 1:.~; ~1SY?r'1. .....,....--.~.' ',\~ 'Z'.J. \---r.lO~2 ,. 11:00".. T...l.4 I O.~ "'H,eIS i.,Jpc-n O<<..iliau,<;s l",o...erT'lIM; ""onQteQn 1..;r .-v ..-v ~:'~,J '~.,.... 'l"{1l,a . ;'pplICQ L~4 ~ac: t 7' " .., ~ ~.:.., 2J J"'J ~ .: -. F.e9'Oi"l '02 itI ? r'l. I , 10 "'_?,1'1. Illol'lll? 1'1. ~5:Y:?1'1. :.LOI,{..-l...,. ,5 . , ~~ ',..., No~: 7:;~aI -::d.:~ 'l'. ..." : ~ .....c:..., JI....s ...'3d ~CI;' :Jlt..5 O'~.arq. ii ~~ ~Cl~d ~l.tttalr-c;' I ,1.QOI,ed ~.n9 '..,)n~'- LOola ~c. I 1 ~ I ~.;r : C.;r ,'j ,. ,- :",,: - 'Nind Rec;lIOn 102 ....,p;lI r'1. , 110 MI.? l"l. 1... ~ ~ l;:g .'4.? H. ' 1'7~j;Jrl. i I'..~ lJ;QYp;lI,~. ~,nd ~-v ~ec;llon '::l.., ~02 ~.i-',I'1. \40.4 \ 10 ,....?l'1. . ~",\.~~ l:O~.?r1 l",\.J 125 M.?,t'I. ,,,.~\A,?r1., "-0 -N'i'nc: ~ Ke~lon . "0 :02 'd,?", ~~'j . 110 ,....p;lI.H. ~,..., l~p;lI.,"'l. ~ . J.... :~5 '...."....,. 1",\.1: :.LQ \t,p;lI.M. " - ., :";lO"t~ i 1..0.10 Z"i j5 .. ~ ..., J5 I., ..., :/'co::.ed 3vlteln~s ~l: h' ,.., , '. ,~ ." I ~~ ~ .... .,-: I........em.n~ '...onQICQ-n .., G': " 1,..., I 1,. . I l~.H:;-. i :~...:. ..... I i."'\ ,., , ~ ];-.- ~~.c-: :i.~171 ~".'~ ., -0 ~ I.. ' ' ~ : -.,,; 1" .",\ ,..,. .,.: ~I.." ~~':l' , " , " :~ :,,"c:osed :;K.iIIOln9S ........em~nQ ...:Jt'H:Hlon ~~\.I,~'C: , "'\J 2 "'\J J".J ; "POI,eo , 1..0." ~ 1> ,., ..., .,; ~ ~..., '",.',1 .,. 'oJ ' ,J ':.1 ~ ~ -4 ,-0 .... I ~:., , :0.';;': ~" .., .,.., . ,. I'.....' ," -0 NOTES: = ~l ____f 0.0'9" "'lUMINUM CO~R P"-N OR CONT:,WOUS ALUM,NUNl SHEET Ita. 50S' CORROSION RESISTIVE WASMER HEADED SCRE'-NS AT 24' O.C, "'l TER~ TE Ita l s.a' SMS WI '12" DIA.'AETER WASHER. 1. INSTALL RIGIO FOAM INSULATION INTO ALI,;MIN\jM ROOF "fo.I-< 2. CO'-"'R INSULATION WITH 0 0145' PROTECTOR ?ANEl Wl7'rl OVeRl.APP~,"C SV,MS 3. ,NSULA TICN PA."EL Sl-'.ALL 3E ClOSe:; 'Hlrrl Al..UNl,N\jM ENO eN' TO SECURE ?lACEME.'<T ANO TO DISCOURAGE THE NESTING OF WilDLIFE MO OR INSECTS 4. ?ROTECTOR P...."EL WIU. 3E SECURE) 3Y:.a l s.a' CORROSION RESISTr/E WASHER HEADED SCREWS, 5. SCREW PATT'iORN WILL 3E '2' ON ALL ?E.R:ME~RS AND 24' 0 C. FIEl!:l 0,," =.~CH "...."E1... 5. AL'~MIN\jM E,NO Q)V> WilL 3E ATTAC,...E') -Nlrrl (3) :.ax'!?' CORROSION RESISTIVE WASHER HEADED SCREWS. :-- \'?nd ! R.c;lIOt'l 102 \I,;;tH. 1 ~O "',?H. ~lJ""?~. ~,...,~.,.,. :JO \It.?,.,. . I ~.& IJ'JI''' '?.Hoell ODen :hJI:OIf"Q' ,.1.CPII.r-o...-en"'.Al"lq ...onOluo,,- Nlf",d, ",OClleoj , lo,1j ::'JC"E~1"'.a--:-r-~ :'.:r~.t.:r- '::\e910n ; Lc~d 17~..... ,.J.... ~.{"., :)'J 0'';' 10Z \A,~~ l'J ~...., ...; ~:)'" 1l~"i-4, :;i.5 ZJ I ....., :J,~ '''::1 ~~ \II? H. ~, 15 "I':..., 4' ~ ~",\.,:;-1':51.1 ".1'1. 4..) JZ :C".", ~C"J .~.. ..~ ~?:. ~.iO~,?r1. ..-w--------, TYPICAL INSULATED PANEL I.,NCrr.'''9...ot''ld,tlon -l < :J Z <( r./') ~ IlJ z 50(/') f- r./') UJ UW-l :J 0 a:J c::: r./') <f- f- UJ r./')c:::r-- W:Jz 2 f- 0 <( 0 i= c::: :J " u..c:::w o t; './) 8 ~ ~ :J Z ~ :J ...J < hble 7,'.: Allowable Spans for Industr( Standar~ COf1"oos,te ,Roof "anels for'l.nous Loads Aluminum Alloy 3'05 H.14 or H.,5 10 'O?S Core DenSity Fo.m :r~o~a :x,1l101nQI Wino ReQton lO'%"l'?.H. \ 10 .'wLr'.rl -~ZQ "A.?..... -n;-<;r?,,,,, ~J.Q .\A.?r"'I. S;-l ~ lV.''''''.A. ;,J;ar-cl' Cioen :3uIlQI nQ S ':'PPlled. ~m"r1q ,-Ot"lOI:lon ';'Ine I ..."plleC lOid ~~e-r~,.:r--T.;r-r.:r- FeQ10n : Lo~d -..c.~e 1; i:l4"" : ~j-Q ':I.~~o;Jj II ~ 'O~il,rl. ~ .. ,0 ',~." ~':'J, ,--0 ':i- i ~~~ i ~...-o 2J '.i'~ l",\~ 1.l'''' '':'Jj 1,.) lZOVp;l,r1. ..1 :.. ~ '".J -rr.... 1".' l"" .IA.~~ .,.~ JZ ~:.;: '1~ ~:.,,,,...-') ~4U\A.p;lI,i1. :.: :::''\C10!.C'': ;!\,IlIdll'o;S ..;r Nl~~ ,~e9lon '02 ',II.... ' :-nO ~,?r\. 1~\A..?,.,. 1.;.5 ~.?r1. ~.J,J ItI ? .f-i. ~..;:l'J.J.O""""'~l"lf:jS Vgen CYlldlC"9$ I .J.PQlIea: .......err......; ;..o;t'10ItJon lo.d ;-<;C1.c-r.:r--7.;;--:-~r~ 1'7 I;.., I.. "'J "'4 '~.o ~S..:: ~ '':I''; "., ,)., n )... :.1- ,:;,.: c- f'1U'lQ ~~Ion ~02 'tIt.?,1"\. ~ ~ ~ loA.? .,.,. i ~..~?M. :~'A.."'.H.. ~J.QV.? 1-4. , :;.....ClO!olec2 04.I1I011"l<;$ : .J.pOt,eo, ...."-em.i"Q ,-onQltJol'I I LO.ld ,~c' '.oJ ,~ r.J" 4.."'i lJ.d .~., :4.1\,1 .l> . ::r- 'j.., ~ of . , l.l" ,,, l2 ~.:. .., 0;,':1 'j..,; .. ..., 'f' ..' v ',.., '....,. .'" ~ .l "'J ,'-oca~ ":';tal roof ~ .woC.."l : .~ ....c:."'! ::If....s ...au .....c:;!'I ;ow :--.er-.ar-q. :4~.: '",\.) \jG.~c. 1..., l::r J"..J" I . :;. , , l;; . : ~ 1 , -:1 .,. , ~ 1 , ., :J.J ,.'"" '1"i.1\,.1 ':" 3".~ '" ., .., ~ ~.., ~ .:. . I ., ",., ,.li ". ~ ' . i '-0 v..err,...n<;1'...~nOltlQn l.oJ ,.... J".v- ..~ 110-.1, :~.~ 1",\ ., i".",\ , ~ . . . ., :~.",\ 1",\~ :f~~ I l"~ " . ., '.l-? ~. 1 ~ "., ~ W~ o..~~ ..;Z ~ ...., 0 ~ :! OJ ~ <' ~ C~a~~ C~!;:.....:g a5~~~;;; ~~;~ w ~::l Z g as;Q;< Q)<::,,~< {)tt:~~u.. C<:...~ Q)i3~ ",<:C1 ~~O CVS:~ / ...J u S~p ~i 6C CF 6 . ... .;..~...".... .--:...........- -....-.... .-..- -..... ....-........ ~...'--'"-~-~--''.._'''''-''''' . f' ": 'i',; : 3 105- H ';4AL L~ . w TABLE 5 - !SOL,t"TED FOOT ING SCHEDULE ~ z u... CARRY BEMA SPAN LENGTH , I d cc:;;~ : E:?S 2 DENS iTY 9 ....JI- , 0-{2 ~- 0 I- 6 FT . 8 FT. 10 FT . 12 FT . lJ d z U ::)Wu.. Z W (;:)I-...J I NC; :D,PCSITE PANEL bit ~3 z'- CT WT CONCRET E CT WT CONCRETE CT WT CONCRETE I-W o::)V') 8~ 0>- ocr. WOiXl .3 u...'- cr. 0- cr.U....J LBS. CY CF LBS. CY CF LBS. CY CF 1..L.l- 4 ro" 8' 2 ',3 '308 0.3 9 . '944 0.4 ,2 . 2180 0,55 15. 6 A 10 273 1638 0.4 11. 2 i84 0,5 15. 2730 0.68 19. r"\ SiV?LE ,2 327 1962 0.4 1.3. 2616 0.6 13. 3270 0.e2 22 .5 >= SOX-.J L 14 375 2250 D,S ,5. 3000 0,7 21. 3750 0.94 26. I- i6 428 2568 0.6 ,7,5 3424 0.8 24. 4280 1.07 29.5 B i8 480 2880 0.7 19.5 3840 0.9. 26, 4800 , .20 33. 20 533 3 ,98 o.e 22. 4264 1.0 29. 5330 , .33 36. NOTES: 1. # FOOT INGS WI ,2" SO IL OVERBURDEN klAY BE REDUCED 2. FOOT I NGS ~)AY BE S I ZED PER COI~CRETE VOLUME FROlvl TABLE 5. S IDES ARE 18" X 18" IvllN IIv1UM; OR AS SIZED IN SKETCHES /JAY BE REDUCED BY 407. IN VOLUME. .,2"8 rn20" 3'~ 3 41" ISOLATED CONCRETE FOOT 5 '.0" 8 '-0" 10 '.0" 12 '-0" i[~1f~~~ilfl~~;~ifirt~~~~~1l11;'} 4. [ASTENERS Td~:2Qt4+nM;;~Qx.. NON-IJAGNET Ie SMJtt..~SS SiftL. o:~ CAW IUM 5 .~~T~~$.,~~~T(~~~aig~~[g~~~:!11~~~~~(~~~16BU ILD INGS SHALL BE SEPARATED FROI~ THE BU ILD ING INTtf{fof.faYA '5 M lNUtEt8t~VAtakt@JER.OCN?P@V~O>1/2" GYPASUM WALLBOAR. OR EOUAL. !fP~~Eif.r~.'I't~r,~l:l~ii [XPANS ION BQ 15. L') 2 20 Ww 0...- 0::> c:l d DESI0 CRITERIA 1, ROOF LIVE WAD - 20 PSF 2. DEFLECTION - L/60 (L~LE 103,2.1.) 3.~'IN) DESIGN PRESS1}RE O'iE.t;;,~ ROOF HEIGHT).H=O'-15'(L~LE 103.3.1),PSF. 012;,j 2~,j GLlILDING TYPE seRE OJ ROOt,l COLUMN $PAC i ~ '-0" I.lAX , 6 '.S" I.'AX . F.~,>~~L ::~CLOSEJ 3U : LD 1 NG iw :~D I PRESSURE iVELOCiT~ ROOF W~LL 1001,P,.., -26 I j; 22 :'OI,\PH -26 j; 26 '20Ivl?'1 -32 j; 31 I CARPORTS/PATIOS 4. THE PRODOCTS SHOw"N HERE IN MEET THE MINIMV'M DESIGN REQUIREMENT OF THE 1997 STA\IDARD BUILDI!\G CODE. 5. TABLE - l(ABOVE)MEETS ~'Th"D LOAD REQUIREHEJ\'TS FOR VElOCITIES OF 100 }1PH,110 HPH,M"D 120 }1PH RESPECTI\iUY. :Oc TABLE 2 - CARRY 8~~1,~ SP.\~ LENGTH x ROOr SF,L,N L BE,6JA SIZE (6063- T 6 AI LOY , U .0 .,'..J .) !2X2X .09~ 2X2X .12 302 3X2 402 4X2 5X2 6X2 10 '-0" 4 '-11" 5 '-10" 5 '-1 6 '-1" 6 '-3"\ 8 '-4' 9 '-,1" "10 '-5 12 '-0" I 4 '-7" I 5 '-5" 4 '-9 5 '-5" 5 '-10\'7 '- 10 9 '-4" 10 '-I, ~4 '-0" ! 5 '-1' 4 '-6' 5 '-4" 5 '-6 7 '-4' 8 '-11)'1'9 '-7" ,6 '-0" L .L .=40 P .S .F . : REDUCE SPAN .Q BY 137. 7-0' i 8 '-4" 9 '- 1" > 'i6" , L.I_ .=20?S.F. : iNCREASE SPAN.Q BY 207. I 8 '-6" I . RDI.",R-< : TAgLE 2 \!!;LUES ARE 5ASEO ON L iV[ LOAD L .L.= 30 p.s.r . ROOF SP.~N i uP TO '2 '-0" uP 70 :6 ,-:)" TABLE 4 WOOD SCREWS I 3/S'X4" DO . DO H-IG il~ER 'S CERr 't ;CAT 10'1 TO T'{: BEST Of' flY !;'-IjI\"..EXE . If{: PLh~S h'-I') SPEc.r 'CAT IONS CO'..!P\... ",,"- ~Jt .7J/Q,';: ~ f ~:,95 STArE or rLORlj,;, THIS PRINT 1$\'hL 10 O'-/..Y ii,.{N SCAL or Co/Gl!.([R-or-R[CO'l') 1$ : IoI.-RESSEO aiER S IC...qLf~[ SCREN S",^-C I\!G 2 EACH RinER DO DO !;lOOF S;;AN u;:> TO :2 '-0' I u;:> 70 :0 '-0' OY~R -6-0' , ...,I VAUO ONlY \V11H RAiSED SEAL GOOD FOR ONE (1) 108 ONLY. ELITE PANEL PRODUCTS, INC, ',e,o 1 N.W . 64 th. STREET FT . LAUDERDAL.E FL. 33309 MASTER PLAN DRAW II~G NUhI,BER: SCREEN ROW. CARPORT. PAT 10 89 '10 ',2-R2 If6llATED FAr\Jl:L cor-:STRUCT 10'6 V,ilLL: R12 (0=3") ROOF .,. R-12 (3':) .... R-24 (~,,) '-'1 of ? S I MO N H . 0 I SKI i'J ~ P - E CO"JSUL T 1:~G ENG 1:~EER .t n\ ;l r on QIA' ~r~ I / ~l C.A ;f.\,f'Q', 1\r~ ,I,.~ ..S/(~ ('ie < IR~':.7"(<_.'f'C,C ,/>Er"'.JJ".I."'~9A("I: I II 'tB\IPf. ~"CI\ ') d"",- tl~11 ~~J-~I- b='fr1i! ii' Ir~;~~-- - "~(r~'--11 . . '-~~~t' I i II 1 (l:1l( II r , I, i I, , II, ,I:: 1 ~~I ~4 ~=~F-j~11 I~ - . "~:-r~+----1~ \"~:U~IQI~--~ I I! ~ !i; ,1 . j,.I;... 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