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HomeMy WebLinkAbout94-4349 BUILDING PERMIT ss-. crD ~LDlN~ CITY OF ZEPHYRHILLS (813) 788-6611 N-o Permit '. _ 43496 Date /J'-..3 - :9L/ ELECTRICAL PLUMBING MECHANICAL Sewer Conn Pcop,rty OW"" ~~.7 ~ ;A Job Address: ,,~ - /;;;J.... _ _ Parcel I. D. # .;l.. - d..t:, - ~ - 0 COlD . (./ o.s. <:::> 0 - O.::J d-. ~ Zoning: Energy Code: Radon Gas: ~'. / b Description of Work Dr~ -I- ~.A~~+1 ~ /" -- <7:; 10/"(> Water Conn: Water M.!!jer: T,I.F.'s: FINAL NO OCCUPANCY BEFORE C.O. DATE Complete Plans. Specifications and Fee Must Accompany Application, C.O. All work shall be performed in accordarr::-e with City Codes and Ordinances. DATE Inspector Valuation or Contract Price y~- ./ ~ Permit Fee Signature Company Address Telephone# ~/,~~ '. -, (r -(.'~{k ~:"J-'P~ l / ' City License Registration # State Certified License# ~n Q.....1_ BUILDING ELECTRICAL PLUMBING MECHANICAL Ftr. JG-~-qJ.l &l-- Pre SLB J 3" q,J,f 7j;EJ Lintel FRM. Insul. CL WL Tp. Servo Rough In Meter Can Const. Pole Pool Pre-Meter Final SLB Tub Set Water Sewer Final Breakers Ducts Insl. Compressor Final Driveway REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a charge of Fifteen and 00/100 Dollars ($15.00) shall be made for each trip for each trade: a. Wrong Address b. Condemned work resulting from faulty construction. c. Repairs or corrections not made when inspection called. d. Work not ready for inspection when called. e. Permit not posted on job site. f. Plans not at job site. g. Work not accessible. The payment of inspection fees shall be made before any further permits will be issued to the person owning same. APPLICATION FOR PERMIT CITY OF ZEPHYRHILLS BUILDING DEPARTMENT OWNER'S NAKE '&y:x i '-~ VWU c'/~ 6a~~ /Ati ..q. . SAMe 7-~,is PHONE 7J-1 ..." s 7 OWNER'S ADDRESS JOB ADDRESS LEGAL DESCRIPTION: LOT(S) Z~ BLO~ SUBDIVISION t:::r;<;;r;t:J PARCEL LD.' :< -~, -ZI .. O/J-tP- OASm - Pi? 'Z..L. (OBTAIN FROM PROPERTY TAX NOTICE) WORK PROPOSED:~New Construction _Addition _Alteration _Repair _Install _Sign _Move _Deaolish PROPOSED USE: _Single Faaily _KIF _, of Units _M/H _Swim. Pool ~Other _CoB.ercial _Indust. _Restaurant & Health Department Approval DESCRIPTION OF WORK:-Al/~A.iAiIJllA ~ pa.J I ~~ ~ , BUILDING SIZE: ~ xL, (;lIt? Square Feet, K Height RESIDENTIAL: COMMERCIAL : ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORKS. ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORKS. PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION. PERMITS REOUESTED _BUILDING $ Valuation of Total Construction _ELECTRICAL AMP Service Florida Power Corp. W.R.E.C. _MECHANICAL $ Valuation of Mechanical Installation _PLUHBING GAS ROOFING SPECIALTY TYPE OF CONSTRUCTION: _Block _FrUle _Steel ~/AJ. Wfj q\ Other YES ~ FINISHED FLOOR ELEVATIONS: Fr. IS PROJECT IN FLOOD ZONE AREA? **..*.*...........*..***..*****...******** CONTRACTOR SECTION BUILDER ~lv Signature ~ COMPANY ~ State Gert. or Regist. . City License Registration , *.** *..*.**********.********************* ELECTRICIAN COMPANY State Cert. or Regist. * City License Registration # *********.*******.******...*.************* SiQTlature PLUHBER COMPANY State Cert. or Regist. , City License Registration , *.*****..******.*.*********.************** Signature MECHANICAL COMPANY State Cert. or Regist. I City License Registration , *****.*.**.*....**.*.**.*.*..****...**.**. Signature OTHF.R COMPANY State Cert. or Regist. , ~{:; Signature City License Registration # .3- * * .*.*****.*.********.*****.*********.*. APPLICATION APPROVED BY lId"'-'" 1m -It; PBRIIlT OFFICER. CONDITIONS OF PERMIT AFFIDAVIT A. NOTICE OF DEED RESTRICTIONS rhe undersigned understands that this perait lilY be subject to 'deed restrictions" which lily be lOre restrictive than City regulations. !he. undersigned assUJeS responsibility for COIpliance with any applicable deed restrictions. ., B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES If the owner has hired a contractor or contractors to undertake wort, they lay be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the OlDer and contractor lilY be cited for a lisdeleanor violation under state law. If tile OlDer or intended contractor are uncertain as to what licensing requirl!lents lilY apply for the intended wort, they are advised to contact the City of Zepbyrbills Building Departlent, (813) 788-6611. ' " FurtherlOre, if the OIner 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 sign as the contractor, you are indicating that you, rather than the contractor, are responsible for the IIOrk. If the contractor wisbes you to sign as contractor that lilY be an indication that he is not properly licensed and is not entitled to perlitting privileges in the City of Zepbyrbills. C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES D. CONSTRUCTION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED) I certify that I, the applicant, bave been provided with a copy of 'Florida's Construction Lien Law - lbIeoImer's Protection Guide' prepared by the Florida Departlent of Agriculture and COII8UIIeI Affairs. If the applicant is 8OIeODe. other than the 'owner', I certify that I bave obtained a copy of the above described docuent and pIOlise in good faith to deliver it to the "owner' prior to co.enCl!IeDt. E. CONTRACTOR'S/OWNER'S AFFIDAVIT I certify that all the infoIliltion in this application is accurate and that all work will be dime in COIpliance with all applicable laws regulating construction, loning, and land developl8Dt. Application is bereby Jade to obtain a peIlit to do wort and installation as indicated. I certify that no work or insWlation bas ~ced prior to issuance of a perlit and that all wort will be perfoIled to Jeet standards of all laws regulating construction, City codes, loning regulations, and land developlellt regulations in the jurisdiction. I also certify that I understand that the regulations of other goverDlental agencies lilY apply to the intendec1work, and that it is If responsibility to identify what actions I lUSt tate to be in COIIpliance. Such agencies include but are not liJited to: t Deparblent of BnvirODleDtal Regulation - Cypress Baybeads, Wetland Areas and BnviroDJeDtaUy Sensitive Lands, Water/lfastewater 'l'reatlent I Southwest Florida Water HanageJeDt District - Wells, Cypress Baybeads, Wetland Areas, Altering Watercourses t lIlY Corps of Bngineen - Seawalls, Docts, Navigable Watenays t Departlent of Health' Rehabilitative Services, BnvirODleDtal Health Unit - Ifells, Wastewater 'l'reatlent, Septic 'l'ws t US BnvirODleDtal Protection Agency - Asbestos abatl!ll!Jlt I also certify that, if fill aaterial is to be used in Flood ZOne 'A' or 'A,etc.', it is understood that a drainage plan addressing a 'COIpeIlSating volue' will be sublitted wbich is prepared by a professional engineer registered in the State of Florida prior to perlit issuance. A pemit issued shall be construed to be a license to proceed with the wort and not as authority to violate, cancel alter, or set aside any provisions of the technical codes, nor shall issuance of a peIlit prevent the Building Official fIOl thereafter requiring a correction of errors in plans, construction, or violations of any code. Every pemit issued shall becoIe invalid unless the IIOrk authoriled by such perlit is cu.enced within sfllOlltbs of issuance, or if IIOrk authorized by the perlit is suspended or abandoned for a period of sfllODths after the tile the wort is co.enced. One 90 day 81tension of tile, lilY be aUowed for the perlit with fee charge of $15.00. rhe extension shall be requested in writing to the Building Official. An approved inspection lUSt be logged during each sil IODth period, or the prolect will be considered abandoned. lIARRING TO (MID: YOUR FIILURB fO RECORD I NO!ICE OF C(lMDCBNm MlY RESULf IN YOUR PIYlIIG DICE FOR IMPROVIlIIBI!S TO YOUR PROPBR'I'Y. IF YOU ImND '1'0 OB'I'IIX FWlCIIG, COISUL'I' WI'I'H YOOR LBIIDER OR AN A'I"I'ORDY BIFORB RICORDIIG YOUR DICE OF C(JOIEffCBHm. JOBS UlmER '2,500 IN VALUE DO NO! tIlED '1'0 RECORD AND POS'I' A '.O!ICI OF aJIIIIfClllBl'l". SIGNA'I'URI: OIOIBR OR IGBJI'I' SIGlA'I'URI: COI'I'IIAC'I'OR 8'1'A'I'1 OF FLORIDA COUN'I'Y OF The foregoing instrument was acknowledged before me this , 19____ by S'I'A'I'I OF FLORIDA COUII'I'Y OF The foregoing instrument was acknowledged before me this , 19_ by who is personally known to me or who has produced as identification and who did/did not take an oath. who is personally known to me or who has produced as identification and who did/did not take an oath. (Signature) (Name Typed, Printed or Stamped) NOTARY PUBLIC (Signature) (Name Typed, Printed or Stamped) NOTARY PUBLIC ' > CITY pF ZEPIIYRIIILLS BUILDING DEPARTMEH"l' r - /;:1tJ'..)1- 26Li"YPJ.1_; Us . , Oa.- 9.6 -~l- 00:/.0 -ODS2ge - oozz.. EXIS'l"DIG II PROPOSED STRUC'l"URES GIVDIG DIHEHSIOMS II SE"l'BACItS. 7s:g . ~ - . ~ i- - -~-------\ : 1.V" , ',-:=- r lL1-\<-6 . , fJ 13.8 P fI!.o Po 54 D 5;Nq/6' "AM; It J . 8~D{Za;lhI Jleme '" ALLEYWAY ACCESS FOR GARAGE OR CARPORT - 15 FOOT SETBACK REQUIRED. 4 to: 0" \ 1lD' '-! 1'1) I I b-o" :\;) UTILITY BUILDINGS ~ MUST SHOW SIZE & FOUNDATION INFOR- MATION. FRONT PROPERTY LINE I~H 16-- 8 · (NOTE EXAMPLES 1 & 2) STREET 1. SETBACKS FOR R1, R2 ZONING 2. SETBACKS FOR R3 ZONING 60' 60' 10' P E- R X 0 I 10' p S 10' 0 T S I E N D G 20' 1 0' 10' 10' EXISTING 10' PROPOSED 20'SGL FAH 30' DUPLEX 1 0' :FRONr PROPERrY LDm FROIft.'I PROPERft LDU: € J) ~ A' NO llWH3d ~ I:f':_ . :Jt~IM }jO 1m <;: _~<D , ~~go ~ ~z~z ~ ~~~g @ ~;:l'ia I ~ ~f:1~@ a~;;; ~ ~\PJ iQ ~ (o:!J ~@ ~i 3JS ~ ~ x~~g~~ MO~~O~ "OM-O.:>1Z MC~;O"" ~~~~:<~ d3~8~~ ~f;<'!\~~~ :'?1'~c~~ - >f;<zo ~~~~~B -<c z. > o~V'i>CD? ....,MZ~~V'l :::::::l~O z("') ~::)~~~~ , r;;",~~~ n6M~.. 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NO 00 8Vl$^313) Wi'I ON S311l'V^ \ Hl:)N31 318'11 I H~llIdn NV dS Z x jXVrt 38 'XVf1 .M. .1. - Nllllnd 11vI/, WOllJ ~ :l0 .I>l ONV Nllllnd HJV3 l'lO~j .9 'XVi'1 S~S .Z x oll Hii\t ISOd 1N01lJ 01 ~_OJ''''m ":]'" .:0'.1'.' ~ _ riv38 JlO3 ,.- / HeS: STRUCTURE OR FADA &: SUB-FAClA CONNECTION REOJIREIIENIS FOR VARIOOS eCAJ CaNCillONS LOAD CONDI nCNS WiND 'ynooTY LOADS DEAL! + 1I\<t LOADS MANUFACTURERS PROPRIETARY SUPPLIES TABLE 1: IIAX!I.lUI.A ROCk SPANS FOR ElITE PANEL PROOUCTS, INO ALUII:NUY COYPOSlTE PANELS STANDARD PANEL W/AlUMINUI.I SH(ATfjING 3105-HHi1'-25 ALLOY 1.0 I EPS CORE DENSITY CcASS ROQlJS HOS: STRUCTURE 100 IJPH 110 IJPH '20 IJPH 2211SJ J21/S, 5711SJ 'C:Jt<ORETE 1/4',I-l/s' CONCRETE SCREWS l) 1r OC------>2 l) l' DC . WI:XXJ FRAME 1/4"x2" LAG SCREWS l) s" OC ------------>2 l) ,. 0 C S~~IN, WIYL A.NO CARPORTS HOS' STRUCTURE 100 IIPH 110 II PH \20 MPH 221/SF 3211sc 571/SF OONCRE!1 1/4"xl-1/8' CONCRETE SCREIr) l) 12" OC------>2 0 l' DC . WI:XXJ FRA-'!E 1/4"x2" LAG SCREWS 0 lr OC----------->2 It I' OC, NOllS WOCIJ STRuCTUR[S SHOO\.O CONNECT TO TRUSS BUTTS OR TfjE SUB F ADA FRAMING '!tHERE POSSIBLE ONl Y IS1. OF SCREWS CA." BE OlJTSlOE IHE TRUSS Buns/SUB FACIA AND 1110SE AREAS SHALL HA\<t DOO8lE ANCHORS AlL SCREWS INTO I11E KOSI STRUCTURE SHALL HA'vf MIN 1-1/4' WASHERS OR SHALL BE '//ASHER KEAO(O SCREWS, 'MND LOADS GtASS ROOMS AND OHR ENCtOSEO BUILDINGS Yx 0 01g' ___NO_O H ____I'_OH _____Lo H ______LOK_ 100 t./PH II' L 10'- s" 10- 8" 11'- 2" 12'- I" 110 t./PK W L g'- 6" g'- g" 10'- 4' 11'- Y 120 IIPK ,//, L. s'- 10" g'- 0' g'- S" 10'- s" 3'x 0024'_____________________________ 100 IIPH 'II, L, 12"- 9' 12'- 11' 13'- s' 14'- I" ----- 110 IAPK 'II, L 11'- S" 11'- 10" 12'- 4" 13'- 0" 120 t.IPH 'II, l. 10'- g' 10'- II' 11'- 6" 12'- 4" J'x O,OJ2" 100 IIPK ,//, L, 110 IAPK 'II L, 120 I.IPK ,//, L 14'- 10" 13'- s' 12'- s' 14'- 1 l' I J- S" 12'- 8" 15'- 5' 14'- 0' 13'- 0' 1S'- 0' 14'- 9' IJ'- 10' ~ ABlE 1 IAAX. ROOf PAN sPANS ra< GtASS ROOMS AlUMININUIol INOOS'ffiY STANDARDS ALLOY 3105 H-14 &: H-25 PAN SlIT FOR PAN sPAN USE = "Vl12 .. O,H." SEE DRAVI1NGS . 10'X 12"X 0.026' _NO OH____~l' O.H,..,;.--2' OH__3' OH 100 UPH 'II, LOAD 11'- 3" 11.....5. 11'- II" - 110 IolPH VI, LOAD 10'- J" 10'- s' 11'- 0' 120 IolPH W. LOAD g'- 5' g'- S" 10'- 3' JO'X 12"X 0032"______________ 100 IolPH 'II, LOAD 12'- 6" 12'- 9' 13'- r '10 I.lPH Vi, LOAD ,,'- 5" ,,'- 7" 12'- I" '20 IoIPH VI, LOAD 10'- 7' 10'- g' 11'- Y DEAD .. 1I'vt LOAD &: OR/SNOW LOAD (INQlJOES 2 I/SF DEAD LOAD) ALL BUILDING 1\1'[ S :r x 0019' ------ ---- 271/SF 12'- 0" 12'- 2" 11'- 8' 13'- 5' 3211SF 10'- 0' 10'- 2' 10'- g' 11'- 8' 571!SF 7'- s' 1'- g' S'- 6" 9'- 7' Yx 0024'_ --~- 221/SF 14'- 8' 14'- 10' Y 15'- 10' 32t!SF 12"- 2" 12'- 4' 12'- 10" 13'- r 571!SF g'- l' g'- 4' g'- 11' 10'- 1" :rx 0032' 22I!SJ 11'- 0' 11'- 2' IT- S' IS'- I' 32 I /SF 14'- 2" 14'- J' 14'- 8" 15'- 5' S7t!5F 10'- g' 10'- 10' 11'- 5" 12'- 4' ~iOT[ STITCHINC Of 111[ PAN l\(B8INC IS RECOMI.lENDtD IF STlTCHINC IS NOT PROV1DED '//11 lOx 1/2" $(YEWS 0 2' OC TfjEN REOlJCE TfjE ABO\<t SPANS BY 20';' EXAMPLE: 3.0'X 12"X 002S' WI NO O,H. sPAN ,,'- y, (1001.: - 207;) = 1125'x 080 = 9,0' = 9'- 0', MANUF ACTURERS PROPRIETARY SUPPLIES TABLE 1: CONTINUED; IoIAXlI.lV\.l R()(J' SPANS Fa< (UTE PANEL PROOVCTS, INC, OR STRUCTURAL PANELS, INC. 'MND LOADS GlASS ROQI.IS AND OTfjER ENQOSED BUILDINGS 4", 0019' ___NO_OH,____"_O.H.___2'_O,H ___3'_OH_ 100 MPH W, L, 12"- II" 13'- I' 13'- 6' 14'- Y 110 l.lPK 'II L 11'- 9' 11'- II" 12'- 5' 13'- 2" 120 MPH 'II, l 10'- 10' 11'- 0" 11'- r 12'- 5" 4'x 0024" 100 t./PH w-:L~--1~-~T--7-O=--~~T------- 100 MPK 'II L, 13'- 2' 13'- 4' 13'- 9' 14'- 6' 120 t./PH 'II, L, 12"- r 12'- 4" 12'- 10" 13'- 6" 4', 0032' 100 MPH w~1S-=-7- "0 l.lPH 'II, L IJ- 11" 120 IAPH W L 12"- 10' DEAD .. L1\<t LOAD &: ORISNOW LOAO (INCtUDES 2 IISF DEAD LOAD) AlL BUILDING IWE S 4'x 0,019'_-_____________________ 22IISF 14'- 10' 15'- 0" 15'- 4" 16'- 0" 3211SF 12"- 3' '2"- 5' 12"- 11" 13'- s" 5711SF 9'- 2" 9'- 5' 10'- 0' 11'- 0" 4'x0024'__ mlg 3211SF S711SF 4' x 0032' 221/Sf 32 liSt 57 fiSt MANUF ACTURERS PROPRIE TAR Y SUPPLIES US'-..E I MAX. ROOf SYSTEM SPANS FOR ROYAL ALUl.IINUt./ SUPER PANS USED ON ENQOS!:D BUILDiNC5\GtA5S ROOMS) PROO\JC, PATENT I 4,9IS,8985 AL'JI.IININUII AUOY 3105 H-2S MINII.IW Y1ELl> 30,000 PSI PAN SlIT Fa< PAN SPAN USE = 'W/2 + OH' SEE ORAVlINCS . \\1NO LOADS ON ENQOSED BUILDINGS SUCH AS GlASS ROOt.iS 25"~ In 0022__NO OH______,' OH__2' OH____3' OH_ 100 IoIPH Vi, LOAD 12'- g" 12'- 15' 13'- 4" 14'- I" liD l.IPH Vi, LOAD 11'- 7" 11'- g" l1'-:l" 13'- 1" 120 I.lPH ,//, LOAD 10'- 9' 10'- II' '1'- 5' 12'- 3" 2,5'X 12"X 0,028_______________________ 100 l.IPK Vi LOAD 14'- s' 14'- 7' 15'- 0' 15'- 8" 110 MPH ,//, LOAD 13'- 2" 13'- 4" 13'- g' 14'- 6" 120 l.IRH 'II, LOAD 11'- r 12'- 4' 12'- 10" 13'- 7' 25"X In 0,030 100 t./PH '// LOAD 15'- 2' 15'- 3' -~B';'--16;:-..7-------- 110 I.lPH ,//, LOAD 13'- 10' 13'- 'I' 14'- 4" 15'- 0' 120 t./PH ,//, LOAD 11'- g" 12'- II' 13'- 4' 14'- 0' 2,5"~ 12'X 0036________________________ 100 IIRH ,//, LOAD 16'- 4" 16'- 5' 16'- 10" 15'- 10' 110 f.lPH ,//, LOAD ,,'- 10' 15'- 0' 15'- C 15'- 9' iZO IIPH 'II LOAD 13'- S" \<5~'- 10' 14'- 3' 14'- 1" 16'- 7" 13'- 9' 10'- 4' 17'- 7" 14'- 7" 10'- 11' IS' - S"---,SC,O;-----16-::-""i(------- 14'- l' 14'- 6' 15'- 2" 13'- 0' 13'- 6' 14'- z" 16'--g:---,i=--,.---17':-7------- 13'- II" 14'- 4' 15'- 0" 10'- s' ,,'- I' ,,'- "" 17'- 8" 14'- 9' 11'- I" 18'- O' 15'- ," 11'- 7" 18'- 7" 15'- g' 12'- 5" MANUF ACTURERS PROPRIETARY SUPPLIES 1 ABI.E I: CON llNUE D: M AXll.IIJl.I ROOf sP ANS 'MND LOADS GlASS ROOI.IS AND 0 THER ENQ OSED BUflDlNCS 4'x 0019'__NO_O,H 1'_0.H,__Lo,H _____LOH,_ 100 t./PH 'II, L 11'- ". 13'- l' 13'- 6' 14'- Y "0 l.IPH ,//, L 11'- 9' 11'- 11' 12"- 5' 13'- r 120 MPH Vi, L 10'- 10" 11'- 0" 11'- 7' 12"- 5' 4'x 0024".. 100 l.IPH ,//, L 100 l.lPH Vi, L 120 t.lPH ,//, L 4'x 0,032" 100 IIPH VI L "0 IoIPH ,//, L 120 MPH VI, L 14'- 6' 13'- 2' 12'- 2" ,4'- 7" --,s:::-O-----i5'=7--------- 13'- 4" 13"- 9" 14'- 6' 12'- 4" 12'- 10" 13'- s' 15'- 4' 13'- ". 12"- 10' 15'- 5' 14'- l' 13'- 0' 1s~7- 14'- 6' 13'- 6' IS'- 5' 15'- r 14'- 2' DEAD + u\<t LOAD & ORISNO'// lOAD (INClUOES 2 IISF DEAD LOAD) ALL BUlDING T'i?ES 4'x 0,019' - 2211<:;: 14'- 10" 15'- 0' 15'- 4' IS'- 0' 321/SF 12'- 3' 12'- 5' 11'- ,," 13'- s' 571/SF 9'- 2' 9'- 5' 10'- 0" 11'- 0' 4". 0024" 221ISF 1S'- 7' 16'- g" 17'- " It- s' 321/SF 13'- 9' 13"- II' 14'- 4' 15'- 0' 571/<:;: 10'- 4" 10'- 6' ,,'- 1" 1"- ,," 4'x 0.03r m/SF 17'- 7" 17'- 8' lB'- 0' lS'- 7' 3211<:;: 14'- 7" 14'- g' 15'- l' 15'- g' 571/g 10'- ,,' ,,'- " 11'- 7" 12'- 5' MANUF ACruRERS PROPRIETARY SUPPLIES TABlE 1: CONTINUED; t./AXMJI,/ ROC[ $PANS 'niNO LOADS GtASS ROOIiS .4....0 OlliER ENQOSED BVILQINGS 5',0.019"__NO_O,H 1'_O,H__2'_O,H___3'_OH._ 100 t.4PH VI. L 14'- 11" 15'- 0' 15'- 5' 16'- l' ,,0 t./PH ,//, L 13'- 7' 13'- 9' 14'- 2' 14'- 10" 120 t.lPH 'II, L 11'- 6' 12'- 8' 13'- 2" 13'- ,,' 6'x 0,024' 100 MPH 'II, L 1S'- 7" 15'- -8-;--1~1;---lS'- --a=------- 110 MPH 'II, L 14'- 2' 14'- 4' 14'- 9' 15'- s' 120 t./PK Vi, L 13'- l' 13'- 3' 13'- 8' 14'- 5' 6"x 0032" 100 t./PH w-:-L-16~~-16':-4-;--1~g;---i1:-c-------- "0 MPH Vi, L 14'- 9' 14':" 11" 15'- 4" 15'- 11' 12D l.lPH ,//, L 13'- s' 13'- 9' 14'- 3" 14'- 11" OEAD + u\<t LOAD & ORISNOVi LOAD (INQUOES 2 IISF DEAD LOAD) AU BUILDING T'i?ES 6'x 0,019' nllSF ---1r=~~-3;----'5'- -7------ IS'- r------ 321/SF 14'- 2" 14'- 4' 14'- g' 15'- 5' 5711SF 10'- 7' 10'- 10' 11'- 4" 12'- 2' 6'x 0,024' 2211SF --'7-:::-,T--,e:=--o------;t:4;--~:__;O__---- 3211SF 14'- 10" 15'- 0' 15'- 4" IS'- 0" S?IISF , 11'- l' 11'- 3" 11'- 10" 12"- 7" 6 x 0,032 _________ 221/SF :8'- 8" 18'- 9" 19'- l' J2tlSF 15'- 5" 15'- 7" 15'- ,,' S711SF 11'- 7' 11'- 9' 12'- 3" --------- 19'- 7" 16'- 7" 13'- 0' UEETS mE REQUlREMtW'S c,::- CHAP'TEFl1205 see 19')1 ED DAll R(WiX)'iS CHK l/g4 w 2:b "'''' ~~ !i~ ~l5 15.... wiC ~3 2:~ 2:!!; J'B oiii ~~ OU 2f~1 ~~~ ""~'" iiieiii '->':C2 ~~~ ~t:;V'l ~IZ~ ,-,g~~ zCl..-zo ~~i~~ ~~V'I("I\Z ~o'::~ ",za3~ ~~2:=5S :SJi:li>- 00 & ~~e::.Qu ~~~~~v; ~i:2-~~ Uz)ooOw ~:ss~~~b ~W~~~~ ~t<oi:!~u ozl!<o< ~i::>5~~ ~:55'ibl~ c:: 0-0:;::, o<b"" bI :s ~~~5 13l:uVl",i;? 'Hi ciYi ~ 1r ~i'5t:i~ow ~g:g:s:~= rJ) a: UJ > o () o :J o r/') ~ e, g~ j~ ~ , ~ . u 00 tz (7t ~~ ~ ~-~ ~~g5 ~ 'V1t::;! @ ~~~~ ~ 5i!S~":' ~t~5:e t1I ~~w. <=1; -~~ /~~~ff L SEA~ *!r I 3S1 if 3 DATE RE'I1SlCl'iS iJ'K '/S4 TAStE 2: MAX, FRa'IT WALL BEAI.l SPANS FOR SCRUN '" GlASS ROOMS ALUMINUI.l ALLOY 6063 T-6 TABLE 3 MAXIMUIJ LENGTH OF UPRIGHiS FOR SCREEN OR ~lASS ROCi.lS ALU~j;NUf,/ ALLOY 6063 T-6 USING SCREEN PANEL 1\1011 "w" FROM DRAI\ING, snEeT MAX LENGTH OF '" '" UPRIGHT "H" FROM TABLE BELOW :E~ ~6Z~ ~g:;~o \\10 rH "w" = )6" 42" 46' 54" 60" 66" 72' 78" 1Ct;3 ~~i~:; EXTRUSION :~~ 2521S<:::::V'l2:: ~:I::f.C5 tx 2'x 0.044' g'- 2" 8'- 6" t-11' 1- 6" 1'- I" 6'- g' ------ ------ "'''' ~~B~g ~2: 6"-' 2"x 2". O,OSO" 10'- 2" g'- 5' 8'-10' 8'- 2" 1'-1 I" l' - 6" 1'- 2' 6'-1'" ~~ o~2:;;'" is''- ;2lElE>- Bo E5 :;.:i z~ffigu 2". 2"x 0093" 12'-10" 11'-10" 11'- I" 10'- 6" 9'-11" 9'- 6" g'- I" 8'- 8" "'''' ~-~$~vi ;;,3 ~>-"" G:- ;;90 U~:20lX2: 3"x 2'x O,OSO" 10'- 8' 9'-ll" 9'- 3" 8'- 9" 8'- 3" 1'-11' 1'- 6" 1'- 3" ;l:e O'13~z~~ ;f'" ",0'1 0C>: -"">- 2". 3"x O,OSO" 12'-10" /1'-11" ,1'- I" 10'- 6" 9'-,,' 9'- 6' g'- ," 8'- g" 158 :::,w:;!;~;2E5 Otlo<=~u 1;<.> ~Q~~~"" 3'x 2". 0070" 13'- 8" 12'- 8' 11'-10' 11'- 2' 10'- 6" 10'- I' g'- 8" g'- 3' il:~i o~~~:;.:~ ~~~ "'=> <= B-o:::> NOTES: GlASS ROOMS: 'THE ADDITION IS AN ALUMiNUI.I FRAME/GlASS PANE 'MNDOW TO THE ABO~ t:j"'''' ~~~~~ zo'" ~~U~lD;:Q FRAME SIZES INCREASES THE S1'RENGTH IS mE UPRIGnTS TO mE POINT THAT mE TOTAL i3~~ STRENGTH OF THE WINDOW AND UPRIGHT 'MLL HANDLE \VIND LOADS THE i.lININIJf.I EXTRUSION 3o~ ~~~~::t :;.;!g; -JOUcr:ow FOR 100 ANO 110 MPH 'll\ND LOADS IS 2" x 2' x 0044' AND 2' . 2" . 0050' ~"'''' :;tg:51t~;; ADOtnONAl 2'. 2" 0044' sruos SHALL BE ADOED UNDER frIE CHAIR RAIL @ 2' OC. FOR SPAN = "L' ON DRA'II1NG USE "v( 12 + 0 H, BEAM SIZE EXAMPLE: 'Mom CF 14' = 14'/2 + 2' O,H, = 9' 2'x 2'x0044' EXI "L" 100 MPH 'II, L 110 MPH 'II L 120 MPH 'II, L, 5' 6'- 7' 6'- 0' 5'- 7" 6' 6'- 0' 5'- 6' 5'- 2" t 5'- 7' 5'- I" 4'- 8' 8' 5'- 2' 4'- g" 4'- 5' g' EXAMPlE 4'- 11" 4'- 6" 4'- 2" 10' 4'- 8" 4'- 6" 3'- II" 2". 2". 0,050". EXI 5' - - -1=7-------6'- -s'--------'6:-y--n---n--- 6' 6'- 8' 5'- " 5'- 8' l' 5'- 2" 5'- 8" 5'- 3' 8' 5'- g' 5'- 3" 4'-10" g' 5'- 5" 5'- 0" 4'- 7' 10' 5'- 2' 4'- 8" 4'- 4' 2"x 2'x 0,093' OR 2'x J". 0050' EXT 5' - - - g'- 3"- - -SC"5;---------8'7:-Q----------- 5' 8'- 5" 1'- 8" 1'- 3" 7' 1'-10" 1'- I' 5'- g' 8' 1'- 3' 6'- 8" 5'- 4' g' 5'-11' 5'- 3" 5'-11' 10' 5'- 6" 5'-11" 5'- 8" 3' x_2'x_O, 050' x_EXI _________________________________________ 5' 1'- g' 1'- 0' 5'- 5' 5' 1'- 0" 5'- 5' 5'-11" t 6'- 6' 5'-11" 5'- 5' 8' 5'- 1" 5'- 7" 5'- r g' 5'- 9" 5'- J" 4'-10" 10' 5'- 5" 5'- 0" 4'- 5" 3' x-'2'x_O, 070" x_EXT __________________________________ 5' g'-IO' g'- 0" 8'- 4" 5' 9'- 0" 8'- 3" 1'- 7" 7' 8'- 4" 7'- 7" 1'- 0' 8' 7'- g" 1'- I" 6'- 2" g' 1'- 4' 6'- 8" 6'- 2" la' l' - 0" 5'- 4" 5'-11" tx_3'x_O,050'x_ TIL I _BEAM______________________ 5' 9'- 3" 8'- 5" 7'-10" 5' 8'- 5' 1'- 8" 1'- I" 1 7'-10" 1- 1" 6'- 7' 8' 1- 3' 5'- 8' 5'- t g' 6'-10' 5'- 3" 5'-10" la' 6'- 6" 5'-11" 5'- 6" tx_ 4"x_0050"x_ III I JlEAM____________________________ 5' 11'- I' 10'- 3' 9'- 5' 6' 10'- 3' g'- 5" 8'- 8" 1 g'- 6" B'- 8' 8'- 0" 8' B'-1'" 8'- I' 1'- 6" 9' B'- 5" 1'- 8' 7'- l' 10' B'- 0" 7'- 3" 5'- g' TABLES MAY BE INT'ERPQAlEO FOR 000 DIMENSIONS mAl ARE BETV.u~ THE Wloms SHO'M' (/') a: lJJ > o o a :J o (/') ~ ~ g"~ @j::. ~~ ~~ 01 ~~ ~ ~I-~ I ~t:Ji3 ,!;;c;::.. . ~g~~ ~A~g~ ri.fl ;!!, ~ 'i c:C ~::Cl.e I / 1 / " 1~~;~ '/' : SEAL SHUT , MEETS me REOUIREMENTS CF CHAPTEI11205 sac 1001 ID 3b \.F 3 HOST STRUCTURe OR fACIA & StlB-fACiA CONNECTlON RWJ'R[MENTS fOR VARlooS LOAD CONOlnONS LOo\D CONDnJONS 'MND ,HoaTY LOADS OCAD + l!\{ LOADS GlASS RO<JMS HOST STRUCTURe 100 MPH liD MPH '20 MPH 221/SF 321/SF 5711SF 1. CONCRETE 1/."x1-1/8" CONCRETE SCREWS 0 12" OC.------>2 0 l' OC 2, WOCIJ FRAME 1/."x2' LAG SCREWS 0 6" O,C,------------>2 I) l' OC. SCREEN, WfYl., AND CARPORTS HOST STRUCTURE 100 MPH 110 MPH 12'J MPH 2211SF 3211SF 5711SF 1, CONCRETE 1/.",'-1/8" CONCRETE SCREWS I) 12" OC.---u->2 0 l' O,C, 2. WOCIJ FRAME 1/4"x2' LAG SCREWS 0 12' OC.-------u-->2 0" O,C. NOTES; WOOD STRUCTURES SHooLD CONNECT TO TRUSS BUns OR THE SUB F AClA rRAJ.jING 'MHERE POSSiBlE ONL Y 15~ Cf SCREWS CAN BE OUTSiOE THE TRUSS BUT1'5/sua fACIA AND THOS[ AREAS SHALL HA'vt DOOBtE ANCHORS AlL SCREWS INTO THE HOST STRUCTURE SHALL HA'vt lAIN 1-1/." WASHERS OR SHALL BE WASHER HEo\DtD SCREWS. 12" x J" x 3105-H14 RISER PANEL 1 r 075" t [7 ! PRCi'l:RllfS 12" ] 1 0.02.' 0032" 12" X 3" x 3005-H28 RISER PANEL 1 r 0.75" t [7 ! PRCI'ER T( S It I 1 0032" 12" x 3" x 3105-H14 RISER PANEL -r r 0.75' t [7 ! PRCi'l:RTlS 12' ] 1 0,0.0" A . 0,480 itl WT . O,~. p,U. , . +0.4:\8/-0271 in.' A '" 0600 itl WT = 0.706 pH I = +0,610/-0.423 in' A '" 0,60 in.l WT '" 0.717 pH. I . +0,572/-0.46 in.' A'" 0.76 in.l WT '" 0.717 pH. , I '" +0.781/-0.71' in. TABlE 1 MAX. ROCf PAN SPANS FOR CARPORTS, SCREE,~ & \1NYl. ROOMS AlUMININVt.I INDUSTRY STANDARDS ALLOY 3105 H-14 & H-25 PAN SlZE FOR PAN SPAN Us[ = '1'112 + O,H," SH DRA'MNGS . JO-X 12-X 0.026' __NO OH____-" O.H____j OH_____3' OH_ 100 MPH VI. lOAD 14'- 3" ,.'- 5' '4'- 9" 15'- 5' 110 MPH W, lOAD 12'- 11" 13'- t" 13'- 6" 1.'- 2' 120 MPH 'II, LOAD 11'- 11" 12'-" 12'- 6' 13'- 3" 3.0'X 12"X 0,032"______________________________________ 100 MPH 'II, LOAD 15'- 6" 16'- 8' 17'- 0' 17'- 5" 110 MPH 'II, LOAD 15'- 0" 15'- 2" 15'- 5" 16'- I" 120 MPH 'II, lOAD 13'- 10' 13'- 11" '5'- 4" 15'- 0" NOTE: STITCHING Cf THE PAN 'M:B8ING IS RECOMMENDED. If STITCHING'S NOT PROV1DtD I'll I lOx '12" SCREWS 0 2' O,C. THEN REDUCE THE ABO\{ SPANS BY 20%. EXAMPLE; 3.0'X 12'X 0025" '/1/ NO OH. SPAN 1"- :rx (IOO~ - 20ro) '" 1125'x 080 '" 90' = 9'- 0" MANUF ACTURERS PROPRIETARY SUPPLIES TABlE 1 MAX. ROO' SYSTEM SPANS FOR ROYAL ALUMIMJM SUPER PANS USED ON $CR[ENfv1N)t RO<JMS &: CARPORiS(OPEN BUILDINGS) PROOUCT PATENT I .,918,898S ALUMININVt.I ALLOY 3105 H-28 MINIMVt.I 'Y1ELD 30,000 PSI PAN SlZE FOR PAN SPAN USE = ''/112 + O,H," SIT ORA'MNGS . 'MND lOADS CN ()P[N BUILDINGS SUCH AS SCREEN/';1N)t ROOMS &: CARPORiS 2.5"X 12'X 002L___NO O,H.______l' OH,____j OH.______S OH._ 100 MPH 'II, lOAD 16'- 5" 16'- 5" 15'- 10' 11- 4' "0 MPH 'II. LOAD 14'- 10" 14'- 11" 15'- 3" 15'- 10" 120 t.lPH ,//, LOAD 13'- ,," 14'- 1" 14'- 5" 15'- 0" 2S"X '2"X 0028_______________________________________ 100 t.lPH ,//, LOAD 18'- 11" 19'- 0" 19'-." 19'- g" 110 MPH ,//, LOAD 17'- I" 17'- 2" 17'- 5" 18'- 0" 12'J MPH ,//, LOAD 16'- 1" 15'- 3" 15'- r '1- I" 2.5'X 12"X 0,030________________________________________ 100 I.IPH '//. LOAD 19'- 10' 19'- 11' 20'- 2' 20'-]- liD MPH 'II LOAD 17'- II" 18'- 0" 18'- 3" 18'- g" 120 MPH ,//, lOAD 16'- 10" 1]'- 0" 17'- 3' 11- 10" 2,5"X 12"X 0,036__________________________________ 100 MPH ,//, lOAD 21'- 7' 2"- 8" 2"- 1" 22'-." 110 MPH 'II, LOAD 19'- 6" 19'- 8" 19'- 11' 20'-." 120 t.lPH '//. LOAD 18'- 5' 18'- 6' 18'- 10' 19'- 3" 48" x 3" x 3105-H14 COMPOSITE PANEL f 48" r ./.-- I, J 1'1'1'1' II,', '11111' 1"'11,1,11'1 J 1'1 '1'1'1'1'111',111 1',1 ,'II < r :.... 0024' : loff = 0,744 in'/ It PmG. CONN[C~ DEiAllNODENiAl 0,032" : loff = 0871 it '/ It iO SPAN 1.5 I EPS CORE (i(N';lTY 48" x 4" x 3105-H14 COMPOSITE PANEL f ~8' r ./.-- 11'1'1'1',',',111,',','1'1 ','III '1'1',','1'1','1',' ,'t' 1'11"1111 < r , . 0.024" : teff . 1,032 it '/ It PANEL CONNEC~ OCTAl INCI[)(NTAl 0032" : leff'" 1,100 in.'1 It TO SP!.N 1.5 I EPS CORE DENSITY MANUFACTURERS PROPRIETARY SUPPLIES TABLE 1: MAXlt.lUII ROO' SPANS FOR ELITE PANEL PROQUCTS INC, CR STRUCTURAL P A.'IELS, INC, ALlJI.lINVM COMPOS/iE PANELS STANDARD PANEL 'II/ALUYINVI.l SHEATHINC 3105-HI4~-25 ALLOY 10 I EPS CCRE DE~SlT't' W1ND lOADS SCREEN &: V1Nlt ROOt.lS, CARPORiS, AND OTHER OPEN BUILDINGS 3' x 0019" ____NO_OH,______,' _OH.____2' _OH.______3' _OH_ 100 MPH 'II, L '4'- 7' 14'- 8' 15'- I" 15'- 9" 110 lAPH ,//, L '3'-.' 13'- 5" lJ'- 11' ,4'- 7" 120 MPH ,//, L 12'-." 12'- 6' 12'- II" 13'- 8" J"x 0,024'__________________________________ 100 t.lPH 'II. L 17'- 9" 17'- 11" 18'- 3" 18'- 9" 110 MPH ,//, L 16'- 3" 15'-." 16'- 9' 17'- 4" 120 MPH 'II, L 15'- 0" 15'- 2" 15'- 7" 16'- 2" 3'x 0,032"________________________________ 100 MPH 'II. L 20'- 7" 20'- g' 21'- 0" 21'- 6" 110 lAPH '//. L. 18'- 10" 18'- 1'" 19'-." 19'- 10' 120 MPH 'II, L 17'- 5" 11- 5" '1- 10' 18'- 6' DEAD + U\{ lOAD &: OR/SNO'// LOAD (INQUDES 2 {/sr OCAD LOAD) ALL BUILDING i)'pES 3"x 0019" _________________________________ 22IISF - 12'- 0" 12'- 2' 12'- 8" 13'- 5' 321lsr 10'- 0" 10'- 9" '0'- 9" 11'- 8- 5711SF 7'- 6' 7' - 9" 8'- 6' 9'- 7- 3'x 0,024"_____________________________ 22IISF 14'- 8" ,4'- 10" 15'- 3- 15'- 10" 3211SF 12'- 2" 12'- 4" 12'- '0" 13'-]- 5711SF 9'-" 9'-." 9'- ,," '0'- I" 3" x 0032" 221/sr 321/SF 571/SF 17'- 0"-'1-=--2';--,7'- 6"--18::-,.----- 14'- 2- 1.'- 3" 14'- 8- 15'- 5' '0'- 9" 10'- 10" '1'- 5" '2'-.' POST: r x 3" x 0060" 5063 0.72 ',19 $CALL Ci'l:0 T6 3" x 3" x 0093" 5063 108 1,19 $CALLePED T6 r x 3" , 0.125" 6063 l,H 1.17 SCALL ePED i6 4" x .' x 0.125' 6063 1.94 1.58 SCALL Ci'l:D 16 MEETS ll{E R~OU1RE:lt8"rra' OF CHAP'TEP '205 SBe Hm m DA T[ REV1SlOOS CHK 1194 ~~ "" "" ~6z2 uod~..c: zo..,::~o ~~iOl:; ~~~V'\z _:&:r;O ~o~~c5 <=zBBg c5~iEiE o~~~& ~~~9u I--~~'=ivi ~~21-G:~ uz>-o~ ~~~~"'~ :c --<)- ~w~~:::I& ~~o<=c5u ~i~~"'~ c5:5~~lX~ ~~8-~::> ~~~~g~ ~t5~~~ -&H" ~~g~~~ ~~ ~~ tj~ !5 :3.... ::x~ ~~ rEg; ~a o is! ""~ ~u . 1!:~1 ~~~ tsffi", ':iolS! \!~G ""z::> """"eo i!:v;V'J (/) 0:: UJ > o o o ::; o (/) ~ B g"~ J~ ~ ~ . u .0 g at ~~ ~ ~~~ ~ ~tJs (g I~~;! @) ~~~. ~ ~Ig~ r;p,J",--~ dl/~2~f Lf~9~/ SEAL ~TI ~cc ~ 3 MANUFACTURERS PROPRIETARY SUPPLIES TABLE 1 C0I<1\NVm; IUXII.IUM ROOf SPANS ~NO LOADS SCREEN & Y1N'!t ROOMS, CARPORTS, AND OfHER (YEN BUILDINGS 4', 0 019"_____NO_OH_______I'_0 H______Lo,H_____LoH_ 100 I.IPH 'II, L. 18'- 0' 18'- I" 18'- 5' 18'- 11' liD I.IPH 'II, L. 16'- 5" 16'- 16" 16'- II' 17'- 6" 120 I.IPH 'II, L. 15'- 2" 15'- 4' 15'- 8" 16'- 4' 4', 0024' 100 I.IPH i-c---'2oC-,;------20,=--y----207:-6-;----21'-=.--O'---------u-- 110 I.IPH 'II, L 18'- 4" 18'- 5" 18'- g' 19'- 4' 120 MPH 'II, L. 17'- 0" 17'- l' 17'- 6" 18'- 0' 4", 0032" 100 MPH W~-c---21~-4;-----2~-~----21:-:.--8;-----22'=--i'-------------- 110 MPH W. L. 19'- 5' Ig'- 5' Ig'- 10" 20'- 4' 120 MPH 'II, L. 18'- O' 18'- l' 18'- 5" 19'- 0' DEAD + LIVE LOAD & OR/SNOW LOAD (INCLUDES 2 IISF DEAD LOAD) ALL BlJILOING TYPES 4", 0019"___ mlSF 14'- 10' 15:-:'-0;---'5'- -~---15;---O;--u-------- 3211SF 12'- Y 12'- 5' 12'- 11' 13'- 8' 5711SF g'- 2' g'- 5" 10'- 0" 11'- 0' 4", 0,024"__________________________________________ 2211SF 16'- 7' 15'- g" 17'- I' 17'- 8' 3211SF 13'- g" 13'- 11" 14'- 4" 15'- 0" 571/SF 10'- 4" 1Q'- 5" 11'- 1" 11'- 11" 4", O,03t ________________________________________ 221/SF 17'- 7' 17'- 8" 18'- 0" 18'- 7' 321/SF 14'- 7' 14'- g" 15'- I" 15'- g" 5711SF 10'- II" 11'- I' 11'- 7' 12'- 5' fAANUF ACTURERS PROPRIETARY SUPPLIES TABLE 1: CO'<TINUED; MAXJIA1J1A ROOf SPA,NS ~ND LOADS SCREEN & Y1N'!t ROOMS, CARPORTS, AND OTI-lER OPEN BUILDINGS 6', O,019' ______NO_OH________I'_OH_____uj_OH_____3'_OH_ 100 MPH 'II L. 20'- g" 20'- 10' 21'- I" 21'- 7' 110 MPH 'II, L 18'- II' 19'- 0' Ig'- 4' 19'- 10' 120 MPH 'II L 17'- 6' 11- 8' 18'- 0' 18'- 6" 5', 0024' ____________________________________________________ 100 MPH 'II, L 21'- 8' 21'- g' 22'- I' 22'- 5' 1'0 MPH 'II L, 19'- g" Ig'- II' 20'- 2" 20'- 8' 120 MPH 'N, L 18'- 4' 18'- 5' 18'- g' Ig'- Y 5', 0032' __________________________________________ _____________ 100 MPH 'II L, 22'- 7' 22'- 8' 22'- 11" 23'- 4' 110 MPH 'II L, 20'- 7" 20'- 8' 21'- 0" 21'- 6" 120 MPH 'II, L 19'- 1" Ig'- 2' Ig'- 5" 20'- 0" DUO + LIVE LOAD Ie ORISNOW LOAD (INCLUDES 2 IISF DEAD LOAD) ALL 8IJILDiNC TY?E S 5', 001 g' ______________________________________________ 221/SF 17'- I' 11'- Y 17'- -r 18'- 2" 3211Sf 14'- 2' 14'- 4" 14'- g" 15'- 5" 5711SF 10'- 7' 10'- 10' 11'- 4' 12'- 2' 5'x 0024" ------------------------------------------------------ 2211Sf 17'- II' 18'- 0" 18'- 4" 18'- 10' 3211SF 14'- 10" 15'- 0' 15'- 4' 15'- 0" 5711SF 11'- I' 11'- 3' 11'- 10' 12'- 7' 5"x 0,032" __________________________________________________ 22IISF 18'- 8" 18'- g" Ig'- I" Ig'- 7" 3211SF 15'- 5" 15'- 7' 15'- II' 15'- 7' 5711SF 11'- 7' 11'- g' 12'- Y 13'- 0" 1ABLE 4: MAX. ROOf AREA fOR AlUI.I1NlJM CARPORT POST fOR ALLOWABlE ROOf AREA USE 'TRIBUTARY AREA O\1:R POST" EXAMPLE: S/2 = 1 clc 'II 12 = 5', + 2' O,H, = 1x 8' = AREA r:F 56 SF POST TYPE MAX. ALLOW. ROOf AREA fOR VARIOOS TYPE POST IN Sf DESlGN_LOADS_AND 'MND_ \1:LOCiTY _LOADS_ POST HGT POST MAX 1 WALKON 100 MPH 110 MPH 120 MPH, Yx_YxO,060" .-ROLL fORI.IED.'_______________________ 12' - 0" 5,200 250 3H 289 248 15'- O' 3,640 182 243 202 173 t ,jx_0093" _ORj x_3' x_ooSO" _EXTRVSlON' _____________ l' - g" 5,960 348 464 387 331 , 2' - 0" 4,060 203 270 226 1 93 Y x_tx_0070' _EXTRVSlON' ______________________ 8'- t 7,100 425 567 473 406 12'- 0" 4,970 24g 331 275 235 3"x_3"xO,060' _SCALLOPEQ. __________________________ 11'-10" 8,640 432 576 480 411 15'- O' 6,120 306 408 340 291 Yx 3", 090"_TUBE'_________________________________ 11:-:'10'- 12,960 648 864 720 517 15'- O' 9,180 459 612 510 437 3"_3'x 0.125' _TU8[._________________________ 13'- 3' 13.500 575 gOO 7SO 643 15'- O' 8.000 500 557 555 476 4" x_ 4"x 0125"_ TU8E'____________________________ 15'- g' 23,280 1164 1588 1293 1109 20'- O' 18,430 921 1229 1024 878 , AllOY 6063 T-6 .. ALLOY 3105 HI6 :r~~1~ ~l ~CHEDULE Qf POST TO BEAM SIZE ~ i!. OF THRU ~Q1TS R~Q~IRED BEAM SIZE ---- -- ijINIMUij-- # /THRU BOLTS @ L= D POST SIZE 1/4" 2"X 3"X 0"05" TILT 3"X 3"X 0"06" Scalpd 1 2"X 4"X 0"05" TILT 3" ,( 3"X 0"06" 1 2"X 4"X 0"044" X 0,12" 5MB 3"ll 3"X 0"06" 2 2"X 4"X 0,044" X 0"15" 5MB 3"X 3"X 0"06" " 2 2"X 6"X 0"044" X 0"12" 5MB 3"X 3"X 0,093 3 2"X 7"X 0"050" X 0.13" 5MB 3"X 3"X 0"093 3 2"X 8"X 0"070" X 0.23" 5MB 3"X 3"X 0,125 4 2"X 9"X 0"070' x 0"23" 5MB 3"X 3"X 0.125 4 TABLE 5: I$CU TtD FOOTINGS MAXII.IU\l ROOf AREA IN Sf fOR CARPORT POST '11/ IsetA TED fOOTING fOR BELOW LISTED WIND ',fLOCiTY UPLIFT LOADS 100 MPH 110 MPH 120 MPH fOOTING TYPE clc SIZE POUREQ CONCRE1E 1'-Q"X l'-O"X "-0' 1'-4'X "-4"X 1'-4" 1'-6'X I'-6'X 2'-0" 1'-8'X ,'-8"X 2'-0" 1'-8"X I'-8"X 2'-5" 2'-O'X t-o'X 2'-0' 2'-5'X 2'-6"X 2'-6" 29 86 153 187 275 346 463 25 72 136 156 229 288 386 21 51 115 134 195 257 331 PRE-CAST SLAB 'III 801 SACK-CRETt clc BACKnLL O\1:R SlAB 1'-4'X "-4'X 2'-4" 117 97 56 + 1/2" 3,'8" 2 2 3 3 TABLE 2: lUX, ROOf BEAM SPANS rOR CARPORTS, SCREEN & V1N'!t ROOMS A.~O OTHER OPEN STRUCTURES '11/ SCX.lD ROOfS 6063 T-5 ALLOY BEAM SIZE NOTt: rOR SPAN"!: ON DRA'MNC USE 'Morn ''If 12 + OH, 2'x 3'xO,OSO" TILT 8[,1," EXAMPlE: 'MDfH = 14'/2 + 2'= g' 'MD rn 100 MPH 'II, L I 10 MPH 'II, L 120 MPH 'II 5' g'- Y 8'- 5" 8'- 0' 5' 8'- 5' 1'- 8" 7'- 4' l' 7'- 10" 1'- ," 6'- g" 8' 1'- 4" 5'- 8" 6'- 4" g' EXAMPLE 5'- 10" 5'- 3" 5'- I I" 10' 5'- 5' 5'- 11" 5'- 8' 1 I' 5'- 3' 5'- 8' 5'- 5' 12' 5'- 11' 5'- 5' 5'- 2' 2",4', O,OSO", TILT BEAM _______________________ 5' 11'- 3" 10'- 3' g'- g' 5' 10'- 3" g'- 5' 8'-1" l' g'- 5" 8'- 8" 8'- Y 8' 8'-11' 8'- 2" 1'- g" g' 8'- 5' 7'- 8" 7'- Y 10' 8'- 0' 7'- Y 5'-11" II' 7'- 7" 5'-11' 5'- 7" 12' 1'- Y 6'- 8' 5'- 3" 2',4",0044",0120" 5MB _________________________ 5' 14'-10' 13'- 5' 12'-10" 5' 13'- 5" 12'- 4" 11'- 8' 7' 12'- 5" 11'- 5" 10'-10' 8' 11'- 8" 10'- 8' 10'- ,. g' 11'- 0" 10'- ," g'- 5' 10' 10'- 5" g'- 5" g'- 0" 1 I' 10'- 0" g'- I' 8'- 7" 12' g'- 6" B'- 8" B'- 3' 2'x 5", OOSO", 0120" S.MB, ______________________ 5' 11'- 5" 16'- 0' 15'- 2' 5' 15'- 0" i4'- 7" 13'-10' 7' 14'-10" 13'- 5' 12'-10" 8' 13'-10" 12'- 7' '2'- o' g' 13'- 0" 11'-11" 1"- 3" 10' 12'- " ,,'- g" 10'- 8" 11' 11'-10" 10'- g' 10'- 3" '2' 11'- 3" 10'- 4" g'- g' 2", 5", 0050"x 0120" SM B, 5' 18'- g' 5' 18'- 9" 7' 17'- 4" 8' 15'- Y g' 15'- 4' 10' 14'- 6' II' 13'-10" 12' 13'- 3" t, 7", 0050",0,120' S,!.! B 7' Ig'- l' 8' 17'-10" g' 16'-10" 10' 15'-1'" II' 12'- 2' 12' 14'- 5" 13' 14'- o' 14' 13'- 5" 2"x B'x 0070"x 0224' S,M B, 7' 25'-10" 8' 24'- 2' g' 22'- 9' 10' 21'- 7' I" 20'- 7' 12' 19'- 8" 13' 18'-11" i4' 18'- r 2"x g", 0070'x 0224" S,M B 1 28'- 0" 8' 25'- 2' 9' 24'- 8" 10' 23'- 5" 1 I' 22'- 4" 12' 21'- 4" 13' 20'- 5" 14' 19'-IO" 17'- 10" It- " 15'-10' 14'-10' i4'- 0' 13'- 3' 12'- 8' 12'- 1" 20'- 5" 15'- 5" 15'- 0" 14'- I' 13'- 3" 12'- 5" 12'- 0' 11'- 5" -------17~5~------~=-6~----------- 15'- 3' 15'- 5" 15'- 4' 14'- 5" 14'- 5" 13'- g" 13'-10' I:\'- 2" 13'- 3" 12' - 7' 12'- g" ,1'-10" 12'- 3" 11'- 4" 23' - 7" 22' - o' 20'- g" 19'- 8" 18'- g" 18'- 0" 1r- r 15'- 8' 22'- 4' 20'-11" 19'- 8' 18'- B" 17'-'0" 17' - I" 16'- 0" 15'- 5' DA TE RE't1SiON$ ()<K 1 94 ~~ VlVl >- W ~t (jw ziE ~~ lS~ b<'i: wW iEi3 ""Q;; ~e 0'" ~8 OU g:~i ~~~ "'~ WCOVl ~~~ ~~n ~~~ =t;V'1 w w ~6Zi? ~8:~~o ~i;!Ii'-'>-- ~~~~~ \Qo:~~ iEz88c;j i5~iEiEco :2:1::i>- 00 15 ~~~3u e-l-~~~V"i ~~:2_C:;; uz>-oet: ::J1l5~~c;~ ~ ' --<>- t;jw~~215 otio<=~u ozb<~-J< ~w::>(5< ~~~;;:b<~ 1= 0-0:::> <~\;! ,b<5 ~I:~~:S"" ~~~~t5 =~~~~~ <lg:glr~iE en 0: W > o o o :J o en ~ @, g"~ ~~ @)U 8 ~ Ct 2 ::: ~~ ~ !~Bi I[:;<i~ CI::: I- ........ c ~ ocd:~ ... ~ z~~~ ~\E~~~ en --::;- =~e ~EET , 3)\Q1 \F ~3 .'lOTI: CONTRACTOR SHALL PROVIDE \1: RrrlCA nON THAT THE KOST STRUCTURE IS STRUCTURALLY COMPARABLE TO THE STRUCTURE SHO\\N, (MOBILE HOME OR CON\1:NTIONAL CONSTRUCTION) P,l.N OR COYPOSlTE PANELS, US[ CORROSION RESISTIYt: SCRE',;$, PANS ,l.NCHOR[D WITH #10 , 1/2" @ 31 PAN INTO RHIIVlNG CH,l.NNEL AND , #10 , l/t 0 RIDe( CM' CONNECTION TO REC[lVlNG CHANNEL. COYPOSlTE PANELS US[ 1/4" , (t+l/2') LAG SCRE',;$ WITH 1/4" WASHERS THROOGH REC(IVlNG CHANNEL FROf.t TOP, CALJLK ALL CONNE C TIONS. HOST STRUCTURE OR F AClA <- Vl o I o :z: <= VI X "-' w '" 2 u ::> .~ Vl ------ EXTRUDED OR BREAKI.!ETAL HEAD(R 0032" I.!IN, FASTENER DETERMINED BAsrD ON CONSTRUCTION Cf HOST STRUCTUR[ CONNECTION TO HOST STRUCTURE SHADING TYPE II DENOTES INTERIOR POST MAX. RW AREA SEE TABlE 4 #10, ('t"+1 1/2") 'MTH 1 1/4" WASHER 04" OC. MIN, 3 tlOxl 1/2" SlJS PER PAN P ANn WITH 3/4" WASHER OR 3 110" 1/2" WASHER HEADED $CR[',;$ UPLIFT STRAPPING EACH STUD 0,0.25-" 1/4" MOBILE HOME STRAPPING NAILED WITH ,8d COMMON 3 PER SIDE OR 18d GUN NAILS 3 f'tR SID( STRM' SHALL BE 6" EACH SIDE AND CONTINtJOOS OYt:R THE STUD MID SP /..'1 BWI SELECT L FROY TABLE 2 j W/2 i L , 'II VI w c;: .., > '/KXXJ FRAME SHED WITH t,.' PRESSUR[ TREATED PI 'IE PlATE ANCHOR TO CONCRE TE WI TH 1/." CONCRETE FASTENERS Il 4'-0" O,C, FRONT WALL BEA'" SELECT L FROM TABLE 2 SHADiNG TYPE 1 DENOTES EXTERIOR POST RW AREA SEE TABlE . ~I ~ DOUBLE CARPORT ~TH CENTER POST 3' RECUvlNG CHANNEL ANCHORS WITH 3 EACH 18 SMS f'tR FOOT " Di11ABetT NOTE: \'MERE 1/2' C1JX PlY'MXXJ IS USED FRAMING SHALL BE 024" DC, MIN Wl/o(Afl PATTERN. PlY'MXXJ TO STUDS t8d COMMON 6" DC. Il EDct ,l.NO 12" D,C. FIELD, '/,HERE 3/16" STRUCTURAL THERMAL PLY SIDING IS USED FRAMiNG SHALL BE 15" O,C, w/ 1 l/t ROOFING NAilS @ 3" ON [Dct /..'lD 12" 0 C. FUD UPLIFT STRAPPING DETAIL TOP Cf GRADE l , / 3",3" FLUTED POST II1<APPED wi m T PAPER 3/8",3 1/2" Bet T 80 LB 2500 PSI CONCRETE PREM;X 3'<}' BASE 15' t- t, ___ EXTRUSION / PER TABLE 2 .,7= : :: n--~ ' iN $CRE'II SlOTS ~2"' EXTRUSION :1: ~",~:" ~~C PER SP/"'l TABLE SlAB wi 6.6 10/10 \ 1"2' EXTRUSIOO ~ DR FIBER M~_ ANCHOR 1",2",0,04." F~' :'.::: ~ ~~TE,;~,,~~~fit FASTENERS 6" EACH POST TO BASE AND SIDE Cf POST 24" POST TO BEAM DETAIL O,C. MAX. , 2." L 3 lit Ij ALUMINUM CONVENTIONAL CONSTRUCTION PORCH POST CONNECTION _~ ~/ PWRED CONCRETE 08[/ 1,~ REFER TO TABLE 5 ISOLA TED FOOTING NOTE: THE HOST STRUCTURE t.fUST BE CAPABLE \1' SUPf'OOTI~C iHE ALUUIN\J1I STRUCTURE TO BE ATTACHEO TO iHE HOST STRUCTURE. GENERALLY THE CONDlTI()<I \1' -:HE EIOSTNC STROCTURE Y<olU INDICAn: THE STRUCNRES CAPABIUTY iHE FCUO'MNC CONO!TI()<IS/HOST STRUCTURES ARE CAPABLE Cf SUPf'OOTINC THE ALUMINUII STRUCTURE TO BE A TTACH[O: 1, ~ASONRY WAllS, t. .' FRA>lE C0N'5TRUCTION WALLS, PRE E~ClNEEREO WfXX) TRUSstS '11/ A 2". 6' SUB fACIA ANO A TRUSS O',(RHANC Cf UP TO .', ANOI(1/. ArTACH!.IENT Cf THE ALU~INIJ~ STI?JCT1)Rf THROl!CH iHE I' fACIA TO THE TRUSS BUns 'III A ~AXMJI/ Cf .' TRUSS O\\:RHANC 2. ~OBIlE HMS t.fANUfACT\)REO AfllR 198. AND Bl"LT TO iHE 1984 HIJO STANDARDS WHERE THE ANCHOOS ARE INTO Tt1E TRUSS 8\JTTS. 1 C()<IO!TIONS NOT CO',(REO A80\\: SHALL BE REY1EVolD BY iHE ENCINEER TO DUIRl/INE 1'rlE HOST STRUCT\)RE ADEOlJACY, ., All TRUSS sysn:IIS SHAll HAY( A l/AXMJI/ SPWNC Cf 2." oc. 5. U06llE H()t.(S NOT CONFORUINC TO THE STANDARDS ABO\\: SHALL HAY( A SElf SUPPQRTlNC fAl.lE AOJAiXNT TO THE MOOIlE HOllE IN liEU Cf CONNECTING TO THE MOOIlL "-' '" ~ TABLE 1 ::> ROOF PANELS ~ CARRIER BEAf.l / 8 3",3" POST /" I VARIES / 2" . _____ MID SPAN BEAf.l SEE SIMPlE SPAN TABLE 2 DET AIL SPAC( !.fAX. __ 2500 PSI CONCRETE wi 5.6 'M:LDED 'II1RE MESH O\l::R VAPOR BARRIER l1 , 3 l/t CONCRE T( SLAB SECTION THROUGH CARPORT SEE CC1-JNEcnON DETAIL / It. PA,N (SEE CHARTS) usr "vi" TO SELECT PA,N FOR RW.JIRED SPAN SHED IS FRAMED WALL A IT ACHED TO HOST S'RucrJRE w w '" FOR FRONT BEAM 0 '" 2',2",0,044' ALUM, DR :I: ." 0 :I: JSE 'L'=W/2+0,H w N 2",4' @ 24' O,C LUMBER --' @ "-' ffi --' 0 VI 8 STRuCTURAL GRADE '" 0 '" THERMAL Ply 'MTH SIDING 0 CO? 0 z VI <= z '/2" L-BOlTS FOR 2',4" VI ~ <= "'I( ," VA~;ES x VI w N x 6,5-10/10 '/(f(M / P T PLA TE OR CONCRE T( "-' A.NCHORS 4'-0' DC, " ---- - --- ------- 2",." PTP P\.ATE wi 3/8",. '/2" CONC A'ICHORS /..'lQjQR \\1 TH HEADER QjANNEl rt '2.._1_" C(NTER PlJRtIN BEAf.l SELECT 'l' rROf.t TABlE 2 w '" 2 u ::> ~ Vl <- Vl o I o Z <= Vl X w MID SPAN BEAM SELECT L FROf.l TABLE 2 SELECT BEAU FROM TABLE 2 SHADING Tm: II SEE TABLE 4 CA RIER BEAM l , j W/2 j DOOR w AL TERN~ . // '/KXXJ ~~~~ED \\lTH 2",." PRESSUR~~TED PINE PlATE-^"Qj TO COOCRETt \',\~f/4" CONC TE (ST[NERS 4'-0' {),C FRONT WAU BEAM 'SELECT L FROM TABlE 2 SHADING TYPE I seE TABtE 4 DOUBLE CARPORT 'Mll-lOUT CENTER POST II 2' x ~. MID SPAN / BEAf.l-Si:rSlMPlE SPAN RECIIVlNG CH,l.NNEL " TABlE 2 w y 3' . r x 0,06' POST '" 2 ROOf PA~ELS SP ACE !.I AX. u 2500 PSI CONCRETt \11TH ::> SEE TABLE 1 ~ TABlE7- -- 6,6 'M1DED 'MRE MESH V' <- SPAC( MAX. tr O\l::R VAPOR BARRIER Vl 0 I 3 , /t CONCRt TE SlA8 J VAR1ES SECTION THROUGH CARPORT UPliFT STRAPPING DETAil tx4" LLJMBER TOP PlATt '.II T'1 ROCf ABO"~ ~OTE: " ANCHOR PANS TO H(AD(~ CHANNEL 'III 3 '10 . '/2" 'III W~SHER 2 ANCHOR PA~S TO ROOF BEAMS WI 3 ,'0 . '/2" 'III WASHER, 3. ANCHOR PLAit TO CONCRE T( FLOOR 'III 3/8" , 3 '/2' D~A BetTS @ 30' O,C, . SruDS TO BE @ 16" OC. 3' EDGES 6" ON nELD 1 1/4" GAL R()()J'ING NAILS UPlIFT S TR APP iNG DET All 3 1/2' MIN, CONCREit (SEE DETAILS) SECTION THROUGH UTILITY ROOM UTILITY SHED AND CARPORT WALL SECTION 3 1/2" MiN, 2500 PSI CONC '/11TH 6 . 6 'M:LDED 'MRE OR FIBER MESH TYPICAL ALL SLABS. _~ t 15 BAR CONT. 8' '10TE: FIBER MESH CONCRETE DotS NOT REOUIR[ 'MRE MESH FLAT SlOPE / NO FOOTI'IC o - t/12" DO NOT BLOCK FIRE EXIT 'MNoo'li /"O\l::RHANG VARIES 8"'2" UTIliTY /' SHED 2" . 4" t . FRONT WALL BEAf.l cu 2'-0" 0 C SELECT L fROf.t TABLE 2 2 DOOR u ::> ~ Vl <- Vl o I o :z: <= Vl x "-' "y( V ARIE S SINGLE CARPORT JOB NAME SLAB DEl AilS ADDRESSING EROSION t.lOOERA TE SlOPE FOOTI~G t/12" - l' - 10' STEEP) ~~,~~TINC RAWING'or -OR 1 PERMIT "'EErS mE REQ(JIREMEN S OF CjJ APTER 1205 sac 1991 EeL el( if D'I16 w/;<,=il-o US[ 'L' = '1112 + O,H y,y FLUTED POST !.lAX. HGT,=12" FOR 120 t.l~ 'MND \l::LOCITY OArr RE'<1$l()1S Cl1K ~\5 ~~ ~~ ~15 15'"" ~IQ ,-,0 ;;~ =$ J!3 oil! '-'~ ~u 1f~i <.>~o ~3Oi ~i~ .5o~ ,-,::lie: ~t;V'I ~'zll! <.>~~~ z"-~~o ~~iV\:; ~~!a!a~ ~!~~~ ~~ii'" 80", !3 z~w~ ~~i>~vi ~t;j~~~~ u;;;r:>-OlX. ::J~::Ii~t7:\5 ~ -<,.. ~w;;!:~:I~ ~tip.o=~u ozi;X:-< .0( ::Iii=>~"'<.> ~~~<o.b<~ <= fiJ;;!:o::> ~~~~~~ ~""~~~ ~~~~~~ (/) ex:: UJ > o o o :J o (/) ~ B g~ @~ ~~ @u 8~ Gft ~ ;: ~?3 ~ ~I-~ @ l5~g ~ 'VlC:~ ~ .~ . tj "" ~. ~a~g~ ~ [~ Cf 3 F~Al.CE AND ALU\lINUI.I SCREE"', II1NY\. OR GlASS WALL SH DETAILS $(CT10N 2 OR 5 (3) C(NTER LEDGER PIER @) 2',6" .K)lST HANGl:R EACH END @ BRIOCINC 4S" 0 C, HOST SrnvCTURE 5/8" PL YVIOCI:! F ACE GRAIN PERPENDICULAR TO .K)lST '" " 'MD~ (VAA1ES) 3 , /2" CONCRETE SlAB NOTE: 1. ALL WALL FRAMING 16' OC, (EXC(pnON: 24" O,C. FOR WOOD STORACE ROO""') 2, PIER POST CAN BE: BOlTED TO SLAB OR CONTINUOUS FOOTER OR HA vt: ISOlA TED CONCRETE FOOTER EACH PIER $(E DE TAIL ALTERNATE PT PINE POST LEDC(R SUPPORT NOTE: CENTER STRINGER REQUIRED ONt y IF DEPTH Of' DECK EXCEEDS 10' TYPICAL WOOD DECK ALUMINUM CONVENTIONAL CONSTRUCTION PORCH POST CONNECTION r .3" POST 11JRN BQTED TO ~ ANCHOR RISER 2 3/." X 2 3/.' . 2 1/2" LONG . 1/8" 11JBING 1/.' TAPCON . 1 1/2" 3 '/2" CONCRETE SlAB 'It{lOCD CONNECTION BASE ANCHOR EMBEDMENT FOR POST TO SLAB CONNECTION 18 r ," WC/.JJ SCREWS 'M~ 5/8" WASHERS 3 PER PANEL ALUMINUM CO\tR / / (SH CONNECTION TO HOST STRlJCruRE) OOJBLE CARPORT y I II II II II II A, ~ W/2+0.H, t II II II II II II II II II II II II R 2",." TIY PlATE PRESSURE /'" TREA TED PINE 2",." SruDS . ___ HURRICANE ANCHORS AND AL TERNA TE STuDS TIY AND 8011014 y I II II II II O\tRl-lANG VARIES II A, ~W 12 II 11 II II II II II II II II II II R 'II 'II N ~ ~ 2 INTERNAL L's OR RECEIW,G CHANNEL 2 1/.' DIAMETER BQ TS EACH A,%tE 8 ....r z '< Ell . 110 , 1 1/2" SMS EACH ANGLE :::E '< w co r- , SlOPE -- 12 APPRO\tD SIDING AS RE QlJIRED \ 1/." r r BOlTS DR ~ T -BQ TS INTO CONC. SLAB \l 2." O,C. W/ 1/8" xl 1/2" WASHERS l- DETAIL CF ALUMiNUM BEAM FRAMING INTO CORNER CF '/lOCO FRAMED UTILITY SHED " _________ P.T. 2" x ." :f NOTE: FOR BEAll SPAN LENG~ "A" FOR TABLE 2 EQlJALS ~E LARC[R Of: A=W OR A=W/2+0H, N :::- 5" x 5" - 10 x 10 W'NY 3 18 SMS 'M ~ WASHERS (PER 12" PAN) OR .' OIC MAX. 6- 1/." r (t + 1) 'III WASHERS (PER" PANEL) 8" OIC SlE TABlE 2 ALUtJlNUM PANS 1/2 r "vr FOR BEAll SIZE (P AC[ 5,6-7) FOR BEA,\! AND POST SlZING CONSUL T SCHEDULES S!:E TABlE 3 FOR NUMBER Of BQ TS END VlEW DOUBLE CARPORT (GABLED) , MIWl.IUl.4 SlOPE SHALL BE 1/2' PER 12" EXCEPT FOR 0026" PA.NS FOR VtHICH ~E SlIYE SHALL BE 3/4" PER 12" FOR SPANS ~AT EXCEED 12'-0" SEE TABlE 3 FOR NUM8ER OF 80.. TS - CQUl.lN NOTCliED TO SUIT SID[ NOTCH Of pas T IS ALLO'~ D POST TO BEAIJ CONNECTION DETAIL 1/.".t LAG BQT 2 Pf:R POST "vr FOR 8EAM SIZE SEE TABlE 2 AFTER COI.lPUTING A LAR(;[ST VALUE 1/4" r 2" LAG BQT 2 PER POST ,',l" TOP AND BOTTOM Pl.ATE __" SCREW 2" DC, 2"x___ EXTRUSION ~=--::=? PER SPAN TABLE __ ~ ______ 3-'" #10 SMS INTO SCREW SLOTS .. ANCHOR '"x2",O,044" PLATE TO f w.f WOOD DECK WI 1/4"x2 1/2" LAG SCREWS 'MTHIN 6" OF EACH SIDE OF EACH POST @ 24" O,C. MAX, , "x2" EXTRUSION 3/4" p, T. Pl Y'NOOD DOUBLE 2",6" SIDE PANELS WALL TO WOOD DECK DETAIL C!l 'AAClN SOC <llJ 16', 16' , 4" CCI<Ql[T[ PAD (0 80 l8S 2>JO P$l CCNCl<[T[ ill> REPlACt 0 SOC iD 1/4" 2 1/4" [XFAN$lCl< BQT 2 [~ PUl BASE IsetA TED FOOTER --- ALUMlNUtJ CASTING POST 3" x 3" r 0,125" 110xl 1/2' 1/4' MASONRY ANCHOR SCRE'1/5 3/ 21 POST INTO CONCREIT POST MIN, SCREEN R()()t.A 2 \l POST TOP AND AND 2'-0' OC BOTTOl.4 POST 2"x2",O,04.' DT 1/." MASONRY A.~CHOR 21 POST INTO CONC. SCREEN R()()t.A 2 @ ~ '"' 1'~,. '.0 ALUMINUM CONVENTIONAL CONSTRUCTlON PORCH POST CONNECTION ALUMINUM SCREEN ROOM UNDER WOOD FRAME PORCH ;&,.,-! .. , . ... 2 f.> BAAS [ACH WAY . -l FOOTING PAD FOR ~ POST ,/ TIY Of GRADE J"r3" FLUTED POST 'M<APPED '/II FELT PAPER 3/8".3 1/2" BQ T 80 LB. 2500 PSI CONCRETE PREMIX 2' -0" MIN, BU ORE SL lYE t 24" MIN, 2500 PSI CONC, 'M ~ 6 x 6 '/,(LDED WIRE OR FIBER MESH TYPICAL ALL SlABS, 1 15 BAR CONT, L 3 1/2" IJ 3 1/2" : 3".3" BASE ~ NOTE: FIBER MESH CONCRETE DelS NOT REOOIRE 'MRE MESH FLA T SlCt'E I NO FOOTING o - 2"/12" STEEP SLOPE FOOTING > I' - la' )J~ETS lliE REOUIAScge-lTS OFCHAfTTEP 1205S8C 19')1 16" MOOERA TE StOPE FOOTING 2'1'2' - " - la' ALUMINUM CONVENTlONAL CONSTRUCTION PORCH POST CONNECTION SlAB DETAILS ADDRESSING EROSION SINGLE CARPORT N y y I w ~ 11 II II MOOO-SlOPED ROCf II II II O\tRHANG VARIES II II II A~'11/2+0H t A='II/2+q,H II II Ii ~//" II /~ II II II ' II I II II II II II 1~ R r-- SHAOING DENOTES MAX. ROCf AREA FOR CQUI.lNS AND FOOTINGS ':l co '< >- ....J Z '< Ell :::E '< w co , Sl lYE -- KNEE BRACE 1/2 ' 12 KNEE BRACE "vr FOR BEAM SIZE TABLE 2 AfTtR CO!.IPUTlNG "A" lAR(;[ST VALUE NOTE: KNEE BRACES ARE REQUIRED If POST IS NOT SET IN CONCRETE FOOTING. END VlEW SINGLE CARPORT , SlOPE 1/2 r 12 -'1< ~/ POORED CONCRETE o L:tJ~* 4 ,I.... L.j{* ~ REf1R TO TABlE 5 ISOLA TED FOOTiNG DA IT R(1-13lO1S ClIK 1 94 t3i;' !i3 IS"- txi ,",w :Z:::I ~~ 303 o~ 158 ~u /l:!H ~9~ 52SV"l W"'''' ~a~ ~~G w~::> ~>-e; "''''''' i;'~ ~Iz:(:i ,-,:?~~ zo..~zo ~2iti~~ ~~~V\z _::t::fC ~~aa9 5~i!:=~ a~i']E~ ~~~gu ~-~~~vi ~t;j:LC;:~ ui:>-o~ ::J~~~:;;~ :c. , - -< >- t;jw;:;~::I2; ~~~~~u ZW::>::I~< <~ i3tx'-' 5:5:5~ ~ ::i~B-~::> ::I ~z"'5 ~~tloO", ~es~~~ =i~~~aw =<g:o~~j; FRONT VlEW SINGlE OR DOUBLE BAY CARPORT "'''' B~ ::I~ r/) CC w > o o o :J o r/) ~ @, ~~ @)~ ~~ @u rI!) g Q\ ::I := ~R 2; N ~ -' .., ~>-~ i~~5 lV'trt. ex: I- .~ @)I:J~~" ~~",g~ ()3-' ~~ c::D r. 0.. .." ~ 3 HOST STRUClURE OR FACIA & SUB-f ACtA CONNECTION REQUIREMENTS fOR VARIOUS LOAD CONDlnONS LOAD CONOI TlONS 'MND ~LOOTY LOADS OCAD + LM LOADS GtASS ROOMS HOST STRUClURE 100 MPH 110 MPH 120 MPH 221/'Y 321/'Y 571/'Y 1. CONCRETI 1/.",1-1/8" CONCRETI SCREWS \)12" OC.------>2 \)1' OC, 2, WOCfJ FRAME '/4",2" LAG SCREWS \) 6" O,C,------------>2 @ I" OC. SCREEN, V1N'1t, AND CARPORTS HOST STRUCTURE 100 MPH 110 MPH 120 MPH 221/'Y 321/'Y 571!Sf 1. CONCRm 1/."1-1/8" CONCRETI SCREWS \) 12" 0C.--n-->2 \)1' OC, 2. WOOD fRAME I/.'x2' LAG SCRE'IIS \) 12' 0.C.----------->2 \)1' O.c. NOTES: \YOOO STRUClURES Sl100LD CONNECT TO TRUSS BUns OR THE SUB FACIA fRAMING 'M1ERE POSSIBLE ONL Y 15~ ~ SCREWS CAN 8( OOTSlDE THE TRUSS BUm/SUB FAClA AND THOse: AREAS SHALL HA~ DOOBLE ANCl10RS AU SCREWS INTO THE HOST STRUClURE Sl1ALL HAY[ MIN 1-1/4" '/IASl1ERS OR SHALL BE WASl1ER HEADED SCREWS. 12" x 3" x 3105-H14 RISER PANEL 1 r 075" t [7 1 PRCf'l:RT1[S 12" J 1 0.02.' 0,032" 12" x 3" x 3005-H28 RISER PANEL 1 r 075" t [7 1 ffi1Y( R TI[ S 12' I 1 o 032" 12" x 3" x 3105-H14 RISER PANEL 1 r 075" t [7 1 PR<.nRTI[S 12' I 1 0,040" A _ 0,480 n.2 WT - 0,56. p,l.f. I - +0.43B/-0271 in' A = 0,600 it1 WT = 0.706 pH, I = +0.610/-0.423 ,,' A _ 0,60 ..,2 WT = 0.717 pH. . I = +0572/-0.46 ... A _ 0.76 ...2 WT - 0.717 p,l.f. . 1 = +0.781/-0.711 ... TABLE 1 MAX. ROOf" PAN SPANS fOR CARPORTS, SCR[[~ !< \',,,," ROCYS ALUMININUY INOOSTRY STANDARDS ALLOY 3105 H-14 !< "<: PAN SIZE fOR PAN SPAN use: = "'/1/2 + OH: SEE JRAMNCS . 10"X 12"X Q,026"__NO O.H.___-" O,H.____j 00_____3' OH_ 100 MPH W. lOAD 14'- J" 14'-~" 14'- 9" 15'- 5' 110 MPH 'II, LOAD 12'- II" 13'- I" 13'- 6' 14'- 2" 120 I.IPH '1/, LOAD 11'- II" 12'- I" 12'- 6' 13'- 3" 3.0"x '2"X 0,032"___________________________________,________ 100 I.IPH '1/, LOAD 15'- 6" 16'- 8" 17'- ," p'- 6" 110 MPH 'II. LOAD 15'- 0" 15'- 2" 15'- 6" '6'-'" 120 I.IPH '1/, LOAD 13'- 10" 13'- II" 15'- 4" 16'- 0' ~OTI: S11T(}IING ~ T11E PA.'l WEB8ING IS RECOl,jl.lENDtD :r snT(}I,NG :S ~OT PRO'ADED 1'111 lOx 1/2" SCREWS \) 2' OC, THEN REDUCE THe ABO,f SPANS BY 20:t EXAI,jPLE; JO"X In 0026" WI ~O 00, SPAN 11'- 3", (WOr. - 20r.) = 11,25', 080 = 9,0' = 9'- 0" MANUF ACTURERS PROPRIETARY SUPPLIES TABLE 1 MAX. ROOf SYSTIt.I SPANS fOR ROYAL ALUMINUU SUPER PANS USED ON SCRrENfv1Nli. R1JOI,4S !L CARPORTS(OPEN BUILDINGS) PR()()lJCT PATENT I 4,918,8985 ALUt.lININUY ALLOY 3105 H-28 MINIMUU '11HD 30,000 PSI PAN SIZE fOO PAN SPAN USE = "'11/2 + O,H," SEE DRA'MNGS , \\IND LOADS ON OPEN BUItDINGS SUCH AS SCR(ENI'<1N11. ROOMS & CARPOOTS 2Sx 12"X 0022_____NO O,H.______l' OH_____j OH,_______3' OH_ 100 I,(PH 'II, LOAD 16'- 5" 16'- 6" 16'- 10' 17'- 4" 110 MPH '/I, LOAD 14'- 10" 14'- 11" 15'- 3" '5'- 10" 120 MPH 'II, LOAD 13'- 11' 14'- 1" 14'- 5" 15'- 0' 2Sx 12"X 0028_____________________________________________ 100 MPH 'II, LOAD 18'- 1'" 19'- 0" 19'- 4' 19'- g' 110 MPH 'II, LOAD 17'- I" 17'- 2" 17'- 6" 18'- 0" 120 MPH '/I, LOAD 16'- 1" 16'- 3" 16'- 7" 17'- I" 2.5"X 12"X 0 030 ______________ ______________________________ 100 MPH 'II, LOAD 19'- 10" 19'- 11" 20'- 2" 20'- 7" 110 MPH 'II LOAD 17'- II" 18'- 0" 18'- 3" 18'- 9" 120 I,jPH 'II, LOAD 16'- 10" 17'- 0" 17'- 3" 17'- 10" 2,5"X 12"X 0036__________________________________________ 100 f,lPH 'II, LOAD 21'- 7" 21'- 8" 21'- II" 22'- 4' 110 MPH 'II, LOAD 19'- 6" 19'- 8" 19'- II" 20'- 4" 120 I,(PH 'II, LOAD 18'- 5" 18'- 6" 18'- 10" Ig'- 3" 48" x 3" x 3105-H14 COMPOSITE PANEL ~ f 48" r 11/111'1'1'1'1'1'1'1'1'1'1'1'1'1'111'1','1','1','1',1,")"1'1'11 < r '.r, 0024' : lelf = 0,7" 'rl,./ II. PA.NEl C~NEcn~ DETAt INCiDENTAL 0032" : lell - 0871 n.'/ II. 10 SPAN 1 S , EPS COR!: DENS! TV 48" x 4" x 3105-H14 COMPOSITE PANEL ~f 48" r 11','1'1'1'1',1,11','1'1'1'1111,1,'1'1'1'11111',1,'1',','1'1'1'11 < r .... 0,024' : :.11 = 1.032 'no '/ II PANEL CONNECTION DETAl INCiDENTAL 0032" : :.11 = 1.100 "",./ I\. TO SPAN 1,5 I EPS COR!: DENSITY MANUFACTURERS PROPRIU ARY SUPPliES TABLE 1: MAX!I.IUt.I ROOf" SPA.'lS fOR EUTI PA.NEL PROOw" ''Ie, 00 , STRVClURAL PANELS, INC, AllJMINUt.I COI.lPOSlTE PANELS ST A."OARD PANEL 'II / ALUMI>.jUl,l Sl1EA THING 3105-HI4;11-25 ALLOY 1,0 I EPS COOf. D[~S;TY 'M~D LOADS SCREEN &: 'vlN11. R1JOI,4S, CARPORTS, AND OT11[R (yEN 8'cILDI'IGS 3" x 0,019" _____NO_OH,______I' _ox ______LOx ______LO.H_ 100 I.IPH 'II, L. 14'- 7" 14'- 8" 15'-" 15'- g" 110 MPH 'II L. 13'- 4" 13'- 5" 13'- II" 14'- 7' 120 I.IPH 'II, L. 12'- 4" 12'- 6" 12'- II" 13'- 8' 3', 0024' _____________________________~___ 100 MPH W L. 17'- 9" 17'- 11' 18'- 3" :8'- 9" 110 MPH W, L 16'- 3" 16'- 4' i5'- 9' 17'-." 120l.lPH 'II L. 15'- 0" 15'- 2' 15'- 7" 16'- 2" 3", 0,032"____________________________________ 100 MPH 'II, L 20'- 7" 20'- 9" 21'- 0" 21'- 6" 110 f,lPH W, L 18'- 10" 18'- II" 19'- 4" 19'- 10" 120 MPH w, L 17'- 5" 17'- 6" 17'- '0" 18'- 6" DEAO + LIVE LOAD &: OR/94ow LOAD (INCtUD[S 2 liSt DEAD LOAD) ALL BUILDI~G TYFES 3" x 0019"_______________________ ____________________ 2211'Y 12'- 0" 12'- 2" 12- 8' 13'- 5" 321/'Y 10'- 0" 10'- g" '~'- 9" 11'- 8" 5?'N " 7'- 6" 7'- g" :'- 6" 9'- 7" 3 , 0024 _____________________________________ 221!'Y ,4'- 8" 14'- 10" ,:'- 3' 15'- 10" 3211'Y 12'- 2" 12'- 4" ';'- '0" 13'- 7" 571/'Y 9'-'" 9'- 4" ,- 'I" 10'- II" 3"x 0,032'_____________________________ 221/'Y 17'- 0" 17'- 2" q'- 5" 18'-'" 3211'Y 14'- 2" 14"- 3" '4- 8" 15'- 5" 5711'Y 10'- 9' 10'- 10" '!'- 5" 12'- 4' POST: 3" , 3" , 0060' 5063 072 119 stALL iYED T6 3" , 3' , 0,093" 6063 1,08 119 stALL Cf'(O T6 3" . 3" .0.125" 6063 1.44 1.17 stALL Cf'I:D T6 4" , 4" , 0,125" 6063 \,94 1.58 stALL Ct'(o T6 MtETS TIlE R~OUI~mJ' OF CHAPTEP '2')5 SSG lW1 ED CA Tt: RE't1SlQNS cnK 1/94 ~b 1.0.1 1.0.1 ~'za: O.,.Z ';!~~go ~~i~~ ~M5\C'1.n6 V'~:X::fz ..o_~o <=zaag ~~~~ "'~~>- 80", 2s ~~~3:-' -.....z::;~vi ~~< 0:- u~.:20:E:a: ~~i~t;o :c . --<)- ~W~~"'& ~tso<=~<-> ~i~~;f~ ~:5o~bI~ <= 8-0;:. ~bg;~~~ C5~ijO\ga: !l!a:~~l>: ~~~~~w "lC>.0C>.<~ '" V' ~~ ~~ ~f5 15<0- ~~ ~~ ~~ liO as! ~~ 0<-> S:,;!I ~~~ :5al", ~o~ c;~2 3a!5 w~l! ~V;V\ (/) ex: w > o o o :J o (/) ~ @, g"~ J~ ~ ~ . <-> 00 g <:n ~~ ~ ~...~ ~~~O ~ I V')rt~ @ ~~~~ ~ ;' g ~ ",...~ :!jj 2~f C~~9~:r SEAL ~m, 3)(C (f 3 MANUF ACTURERS PROPRIETARY SUPPLIES fAANUF ACTURERS PROPRIETARY SUPPLIES TABLE 1: CONTINUED; MAXltJUM ROCf SPANS 'MND LOADS SCREEN &: VlN\t R()()MS, CARPORTS, ANO OTHER WEN BUILDINGS 4", 0019" ____NO_OH_______I' _OH_____2' _OH______3'_OH_ 100 tJPH 'II, l. 18'- 0" 18'- I' 18'- 5" 18'- II" 110 MPH W, L. 16'- 5" 16'- 16" 16'- II" 11'- 6" 120 MPH w, l. 15'- r 15'- 4" 15'- 8" 16'- 4" 4', 0,024" 100 MPH W~---20:::'--';------20'::--y----i07'=-6-;----21':--O:------------- 110 f.lPH W, L. 18'- 4' 18'- 6" 18'- 9" 19'- 4" 120 MPH 'II. l. 11'- 0" 11'-," 11'- 6" 18'- 0" 4', 00J2" ________________________________________________ 100 MPH VI, L 21'- 4" 21'- 5" 21'- 8' 22'- 2' 110 MPH W. l. 19'- 5" 19'- 6" 19'- 10' 20'- 4' 120 MPH VI, l. 18'- 0" 18'- I' 18'- 5' 19'- 0" TABLE I: CONTINUED; MAXIMUM ROCf SPA.~S v.1ND lOADS SCREEN &: VlN\t ROOMS, CARPORTS, AND OTHER Cf'(N BUILDINGS 6', 0019" _______NO_OH_______ I' _0 H,________LOH._____3' _O,H_ 100 MPH VI, l. 20'- 9" 20'- 10" 21'- I" 21'- 7" 110 MPH 'II L, 18'- II" 19'- 0" 19'- 4' 19'- '0" 120 MPH w, l. 11'- 6" 11- 8" 18'- O' 18'- 6" 6", 0024" 100 MPH VI~-L~----2T---8;------2i~=7----22~1;---22':-7------------- 110 MPH 'II L 19'- 9" 19'- II' 20'- t 20'- 8" 120 MPH 'II, L. 18'- 4" 18'- 5" 18'- 9" 19'- J" 6', 0032' 100 MPH VI~-L~----22;---7;------22C-8"---2r=li;---2r=.-7----------- 110 MPH ,//, L 20'- 7" 20'- 8" 21'- 0" 21'- 6" 120 MPH 'II, l. 19'- I" 19'- 2" 19'- 6" 20'- 0" DEAD + LM LOAD &: ORISNOW LOAD (INCLUDES 2 IISF OrAD LOAD) ALL BUilDING T'i?ES 4", 0,019"______________________________________ 221/SF 14'- 10" 15'- 0" 15'- 4" 16'- o' 321/SF 12'- 3" 12'- 5" 12'- II" 13'- 8" 5711SF 9'- 2" 9'- 5" 10'- 0" 11'- 0" 4"x 0,024"__________________________________________ 221/SF 16'- 7" 16'- 9" 11'- I" 11'- 8" 3211sr 13'- 9' 13'- II" 14'- 4" 15'- o' 571/SF 10'- 4' 10'- 6" 11'- I" 11'- II" 4"x 0,032' _________________~____________________ 2211sr 17'- 7' 17'- 8" 18'- o' 18'- 7" 321/SF 14'- 7" 14'- 9" 15'-'" 15'- 9" 571/SF 10'- II" 11'-" 11'- r 12'- 5" DE:AD + l/\{ LOAD &: ORISNOW LOAD (INQUOE:S 2 flSF DEAD LOAD) ALL 8\JllDING T'i?ES 6", 0019"______________________________________________ 2211SF 17'- I" 17'- 3" 17'- r 18'- 2" 3211SF 14'- 2" 14'- 4" 14'- 9" 15'- 5' S711SF 10'- 7' 10'- 10" 11'- 4' 12'- 2" 6", 0 024" ____________________________________________________ 22IISF 17'- 11" 18'- 0" 16'- 4' 16'- 10" 3211SF 14'- 10" 15'- 0" 15'- 4" 16'- 0" 5?IISF . 11'-'" 11'- 3" 11'- 10" 12'- 7" 5 , 0,032 _________________________________________________ 22IISF 18'- 8" 18'- 9" 19'- I" 19'- 7" 3211SF 15'- 5" 15'- 7" 15'- ,," 16'- 7' 5711SF 11'- 7" 11'- 9" 12'- 3" 13'- 0" TABlE 4: MAX. ROCf AR[A FOR ALUMINlJY CARPORT POST FOR AlLOWABLE ROCf AREA USE "TRIBUTARY AREA O\{R POST" EXAMPlE: S/2 = r &: Vl/2 = 6', + 2' O,H, = 7'x 8' = AREA Cf 56 SF POST T'1PE tJAX. AlLO'II. ROCf AREA FOR VARIOOS TYPE POST IN SF [)(SiGN_LOADS_A.~D 'fflNO_ \{lOClTY _LOADS_ POST HGT POST MAX I II'ALKON 100 I.lPH 110 MPH 120 tJPH, J"._J"xO.06O"..RQl HlRMED.._______________________ 12' - o' S,200 260 347 289 248 16' - 0" 3,640 182 243 202 173 z" ,_z" x_O,093" _OR_2"x_3"x_OO50" _EXTRUSiON' ______________ 7' - 9' 6,960 348 464 387 331 17- 0" 4,060 203 270 226 193 3"x_Z"x_O,070' _EXTRUSiOOt _________________________ 8'- 2" 7,100 426 567 '473 406 17- o' 4,970 249 331 276 236 3",_J"xO,060' _SCALL~EDt _________________________ 11'-10" 8,640 432 576 480 m 16'- o' 5,120 305 408 340 291 3" '_3'x_Ogo" _TUBE' _______________________________ "'-10" 12,960 648 864 720 617 15'- o' 9,180 459 612 510 437 3"x_3'x 0.'2S._TUBE'_________________________ 13'- 3" 13,500 575 900 7SO 643 15'- 0" 8,CXXl 500 667 556 475 4"x_4"x 0125' _TUBEt___________________________ 15'- 9" 23,280 1164 1588 1293 1109 2fi - 0" 18,430 921 1229 1024 878 t AlLOY 5053 T-6 .. AlLOY 3105 H16 TABLE J: SCHEDULE OF PO~! !Q BBAM-SIZE-------- -- BE~ ;!!ZE ~ fl. OF TI!RU ~Q~T8 ggQUIgg~ MINIMUM # /THRU BOLTS @ L= D + 1/2" POST SIZE 1/4" 3,'8" J"X J"X 0"06" 8calpd 1 J":C J"X 0.06"" 1 J"X J"X 0,06" 2 J"X J"X 0.06" 2 J"X J"X 0.09J J 2 3"X 3"X 0.093 J 2 J"X J"X 0"125 4 3 J"X 3"X 0.125 4 3 2"X 3"X 0"05" TILT 2"X 4"X 0"05" TILT 2"X 4"X 0.044" X 0.12" 8MB 2"X 4"X 0"044" X 0.15" 8MB 2"X 6"X 0"044" X 0"12" 5MB 2"X 7"X 0.050" X 0.13" 8MB 2"X B"X 0"070" X 0.2J" 8MB 2"X 9"X 0"070' x 0"2J" 8MB TABlI S: Isa.ATIO rOOTINGS YAXIW.I ROCf AREA IN SF FOR CARPORT POST '11/ ISQATIO FOOTING FOR BELOW USTIO WINO \{LOCITY UPlIFT lOADS 100 MPH 110 t.lPH 120 MPH FOOTiNG TYPE &: SIZE POURED CONCR( n: "-D"X 1'-O"X 1'-0" ,'-4"X 1'-4'X 1'-4' 1'-6"X 1'-6"X 2'-0' l'-8"X 1'-8"X 2'-0" 1'-a'x 1'-8'X 2'-6' 2'-O'X 2'-O"X 2'-0' 2'-6"X 2'-6"X 2'-6" 25 72 ,.36 156 229 288 386 21 61 116 134 196 257 331 29 86 163 187 275 346 463 PRE-CAST SlAB w/ 801 SACK-CRETI k BAOOIll O\{R SlAB l'-4"X 1'-4"X 2'-4" 117 97 56 TABlE 2: t.lAX, ROCf 8(A.1.J SPANS FOR CARPORTS. SCREEN &: '<1N'Il ROO\.lS A.~D OTHER OP(~ STRUCTURES '11/ sctlO ROCfS 6063 T -6 ALLOY BEAY SlZE NOTI: FOR SP"~ l' ON ORA'MNG USE 'MOT'H "'If /2 + O,H, 2'x 3",O,OSO" TILT SEAfJ EXAMPlE: 'MOT'H = 14'/2 + 2'= 9' WlOT'H 100 MPH W, l. 110 MPH 'II, L. 120 MPH 'II L 5' 9'- 3" 8'- 5" 8'- 0" 6' 8'- 5" 1'- 8" 1'- 4" l' 1'- 10" 1'- I" 6'- 9" 8' 1'- 4' 6'- 8' 6'- 4" 9' EXAMPlE 6'- 10" 6'- 3" 5'- 11' 10' 6'- 6' 5'- II' 5'- 8" II' 6'- J" 5'- 8" 5'- 5" 12' 5'- II" 5'- 5" 5'- 2" _ 2", 4'x O,OSO", TILT BEAI,j ___________________ 5' ,,'- 3" 10'- 3" 9'- 9" 6' 10'- 3" 9'- 5" 8'-1" 1 9'- 6" 8'- 8" 8'- 3" 8' 8'-11" 8'- 2" 1'- 9" 9' 8'- 5" 1- 8" 7'- 3" 10' 8'- 0" 1'- 3" 6'-11" II' 1'- 7" 6'-11" 6'- 7" 12' 7'- 3" 6'- 8" 6'- 3" 2"x 4", O,044"x 0,120' SJ.4B, ______________________ 5' 14'-10" 13'- 6" 12'-10" 6' 13'- 6' 12'- 4" 11'- 8" 1 12'- 6" 11'- 5" 10'-10" 8' 11'- 8' 10'- 8" 10'- I" 9' 11'- 0" 10'- ," 9'- 6" 10' 10'- 5' 9'- 6' 9'- o' II' 10'- 0" 9'- I" 8'- 7" 12' 9'- 6' 8'- 8" 8'- 3" 2"x 5"x O,OSO"x 0,120" S.MB, __________________ 5' 11'- 6" 16'- 0" 15'- 2" 6' 16'- 0" 14'- 7" 13'-10" l' 14'-10' 13'- 6" 12'-10" 8' 13'-10" 12'- 7" 12'- 0" 9' 13'- 0" 11'-11" ,,'- 3" 10' 12'- I" 11'- 9" 10'- 8" II' 11'-10" 10'- 9" 10'- 3" 12' 11'- 3' 10'- 4" 9'- 9" tx 6"x OOSO"x 0120" SI,j B, ______________________ 5' 18'- 9" 17'-10" 20'- 6" 6' 18'- g" 11- ," 16'- 6" 1 11- 4" 15'-10" 15'- o' 8' 16'- 3" 14'-10' 14'- ," 9' 15'- 4" 14'- 0" 13'- 3' 10' 14'- 6' 13'- 3" 12'- 5" 11' 13'-10" 12'- 8" 12'- 0" 12' 13'- 3' 12'- I" ,,'- 6" tx 7", OOSO"x 0,120' S,I,jB, _________________________ l' 19'- I" It - 5" 16'- 6" 8' 11'-10" 16'- 3" 15'- 5" 9' 16'-10" 15'- 4" 14'- 6' 10' 15'-11" 14'- 6" 13'- 9" I I' 12'- 2' 13'-10" 13'- 2" 12' 14'- 6" 13'- 3" 12'- 7' 13' 14'- 0" 12'- 9" 11'-10' 14" 13'- 5' 12' - J" 11'- 4' t'. a'x a.070"x 0224' S.tJ,B, _____________________ l' 25'-10' 8' 24'- 2' 9' 22'- 9' la' 21'- 7' 11' 20'- 7' 12' 19'- 8" 13' 18'-11" 14" 18'- 3" 2'x g"x 0070", 0224' S.MB 1 28'- 0" 8' 26'- t 9' 24'- a' 10' 23'- 5" II' 22'- 4" 12' 21'- 4' 13' 20'- 6" 14' 19'-10" 23' - 7' 22'- 0" 20'- 9' 19'- a' 18'- 9' 1a'- 0" 11'- 3" 16'- 8' 22'- 4' 20'-11' 19'- 8' 18'- a" ,1'-10" 11'- " 16'- O' 15'- 5' DA n: RE Y1 S1I)<S CHK I 94 ~~ ~tJ ~t t'jw z;E; ~i5 15'" V' b(~ ww "'~ ;E;[!; 308 0'" ~8 OW g:~i ~9'~ 5: 5':>; t:j CD ~J ~~:~ wOW w~~ i! t:; v" w w ';,i'z'" o~i? ~hg~ ~~V'~~ ",-%.%.13 ~o>->-c5 6;~~g o~lE3O~ ~~~3u >->-~~:::lvi ~~:o>-~~ u,z.>-ow V'05~z--~ ;l . ~~>- t:;W;;!;c5:O~ ot;/o<=ow ~~~~~~ l5~5'i:b\~ ~ o-oJ ~~~ ,b\o 5~~~gV' ~~~a~ ~if~~~~ (/) c:c w > o o a :J o (/) ~ @, g~ )>- ~ " ~ 00 5 at ~~ ~ i~8i ,~~... . ~~~~ ~o~g~ O't....~ ~,~~ ~ET , 35(0] !$ ~3