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Home My WebLink About94-4460 BUILDING PERMIT CJTY OF ZEPHYRHILLS (813) 788-6611 Permit N~~ 4460-15 1/ - / 0 ~ 5" Y Date e ELECTRICAL ,~'/l ;) Property Owner: / ) J ~ Jt .r{.A .~ Job Address: ..:JR- 7 '1/ C Ir ' Parcell.D. # PLUMBING MECHANICAL Sewer Conn Water Conn: (;~~/~fJ ~---yl ~~ bb Water Meter: T.I.F.'s: Zoning: Description of Work Energy Code: a vl}'1A~ d Radon Gas: NO OCCUPANCY BEFORE C,O. FINAL~5- ~D-'fJ DATE Complete Plans, Specifications and Fee Must Accompany Application. C,O, All work shall be performed in accordarce with City Codes and Ordinances. DATE Inspector Valuation or Contract Price / o-l) # e-/V Permit Fee c+tJ - ctgj ~ Signature ~JMJJJ. . . (~/I.~ . ~ Company Address Telephone# City License Registration # State Certified License# iJ).1./h.i'~ BUILDING ELECTRICAL PLUMBING MECHANICAL Ftr. Pre SLB 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 ZEPHYRBILLS BUILDING DEPARTMENT OWNER'S lWtE t<1~hO\rU. (\:,rk..>{ I , PHONE OWNER'S ADD1IESS S ~1 tt- I c R 5" '-II:: " 7~erh, J ) >- Fl I b~b 2.. LoJ-. be --- JOB ADDRESS LEGAL DESCRIPl'ION: LOT(S) BLOCIL--SUBDIVISION PARCEL I. D.' (OBTAIN FROM PROPERTY TAX NOTICE) ~ WORK PROPOSED:-Hew Construction .--Jddition -..Alteration -.Jtepair _Install _Sign ---1fove -Deaolish PROPOSED USE: _Single Faaily ---34/F _' of Units ---34/H _ec-ercial _Indust. _Swia. Pool _Other -.Jtestaurant & Health Departaent Approval DESCRIPTION OF WORK: BUILDING SIZE: x Square Feet, Height RESIDENTIAL: COMMERCIAL : ATrACB (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. ArI'ACB (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION. .V;UILDING PERMITS REOUESTED $ / &-0 .- 0-0 Valuation of Total Construction _ELECTRICAL AIIP Service Florida Power Corp. W.R.E.C. ----1IEClWlICAL $ Valuation of tlechanical Installation _PLUtlBING GAS ROOFING SPECIALTY . TYPE OF OORSTRUCTION: _Bloclt _Fralle _Steel Other FDlISBED FI.OOR. ELEVAnONS: FT. IS PROJECl IN FLOOD ZONE AREA? YES NO .......................................... CONTRAClOR SECTION BIJTI.DRR aitlPAHY State Cert. or Regist. . City License Registration t .......................................... Signature F.J,XCTRICIAII COMPANY State Cert. or Regist. t City License Registration t .......................................... SignAture PLUtlBER COMPANY State Cert. or Regist. . City License Registration t .......................................... Signature MECHANICAL COMPANY State Cert. or Regist. t City License Registration . .......................................... Signature OTRRR COMPANY State Cert. or Regist. . City License Registration t .......................................... Signature APPLICATION APPROVED BYJtt7~'-j fa thJ-1"G. \j' \t PERMIT OFFICER. CONDITIONS OF PERMIT AFFIDAVIT A. NOTICE OF DEED RESTRICTIONS 'rile undersigned understands that this peIlit lay be subject to .deed restrictions" Ibich JaY be lOre restrictive than City regulations. the undersigned assUJeS responsibility for co.pliance lith any applicable deed restrictions. B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES If the OIfIler has hired a contractor or contractors to undertake IIOrk, they lay be required to be licensed in accordance lith state and local regulations. If the contractor is not licensed as required by lal, both the mmer and contractor JaY be cited for a lisdeJeallor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirl!lents JaY apply for the intended work, they are advised to contact the City of Zepbyrbills Building DepartJent, (813) 788-6611. FurtherlOre, if the owner has hired a contractor or contractors, be is advised to have the contractor(s) sign portions of the RContractor Sections. of this application for Ihich they lill be responsible. If you, as the OIfIler sign as the contractor, you are indicating that you, rather than the contractor, are responsible for the IOrk. If the contractor wisbes you to sign as contractor that JaY be an indication that he is not properly licensed and is not entitled to penlitting privileges in the City of Zepbyrhills. C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES D. CONSTRUCTION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED) I certify that I, the applicant, have been provided lith a copy of .Plorida's Construction Lien Law - lIoIeolmer's Protection GuideR prepared by the Plorida DepartJent of Agriculture and ConsUJer Affairs. If the applicant is s<meone other than the 1I0000er", I certify that I bave obtained a copy of the above described dOCUJent and prOlise in good faith to deliver it to the "owner" prior to COllellCl!lent. E. CONTRACTOR'SjOWNER'S AFFIDAVIT I certify that all the inforaation in this application is accurate and that all IOrk lill be done in cOlpliance lith all applicable laws regulating construction, loning, and land developent. Application is hereby lade to obtain a perlit to do IOrk and installation as indicated. I certify that no IIOrk or installation bas ~ced prior to issuance of a perlit and that allllOrk lill be perfoIJed to Jeet standards of all laws regulating construction, City codes, loning regulations, and land developent regulations in the jurisdiction. I also certify that I understand that the regulations of other goveIDJental agencies JaY apply to the intended work, and that it is IJ responsibility to identify what actions I lUst take to be in co.pliance. Such agencies include but are not 11lited to: t DepartJent of EnviroDJelltal Regulation - Cypress Bayheads, Wetland Areas and InviroDJentally Sensitive Lands, Water/Wastewater !reatJent t Southlest Florida Water Hanagl!lent District - Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses t AllY Corps of Engineers - Sealalls, Docks, Navigable Waterways t DepartJent of Health & Rehabilitative Services, EnvirODJental Health Unit - Wells, Wastewater !reatJent, Septic ranks t US EnvirODJental Protection Agency - Asbestos abatl!lent I also certify that, if fill Jaterial is to be used in Flood Zone "All or IIA,etc.R, it is understood that a drainage plan addressing a .cQlPeDsating VOlUleR lill be sublitted which is prepared by a professional engineer registered in the State of Florida prior to peIlit issuance. . A Perlit issued shall be construed to be a license to proceed lith the IIOrk 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 frOl thereafter requiring a correction of errors in plans, construction, or violations of any code. Ivery perlit issued shall becoJe invalid unless the work authoriled by such peIlit is COlleDced lithin sillOnths of issuance, or if lork authorized by the peIlit is suspended or abandoned for a period of six IOnths after the tile the work is ~ced. One 90 day extension of tile, JaY be allowed for the perlit lith fee charge of $15.00. the extension sball be requested in lriting to the Building Official. An approved inspection lUSt be logged during each sillODth period, or the project lill be considered abandoned. WARNIIfG !O omR: YOUR FAILURE !O RECORD A NO!ICE OF aJlMDCEIIm MAY RESULT IN YOUR PAYING !VICE FOR IMPROVIMDTS TO YOUR PROPIRfi. IF YOU IJI!EIID !O OBt'AIII FIWClKG, CONSULT Wlft tOOl LEllDBR OR AN AnoRRBY BEFORE RECORDING YOUR KO!ICI OF COHHEIfCEHBJI!. JOBS UlfDIR $2,500 IIf VALUI DO NO! NEED fO RECORD AND POST A "NO'rICI OF COMMBIfCEHBJI!". .- SIGJIA'IURE: OIIIIBR OR AGm SIGJIA'IURE: COJl!RAC'fOR STATI OF FLORIDA coum OF The foregoing instrument was acknowledged before me this , 19____ by S!A!I OF FLORIDA coum 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 NOTE: CONTRACTOR SHALL PROVIDE VERIFlCA nON THAT THE HOST STRUCnJRE IS STRUCnJRALL Y COMPARABLE TO THE STRUCnJRE SHO'hN (MOBILE HOME OR CONVENTIONAL CONSTRUCTION) PAN OR COMPOSlTE PANElS. USE CORROSION RESlsn\1: SCREWS. PANS ANCHORED WITH 110 x 1/2' @ 3/ PAN INTO REC(lVlNG CHANNEL AND 1 110 x 1/1' @ RIDC( CAP CONNECTION TO RECEIVING CHANNEL COMPOSiTE PANELS USE 1/." x (t+l/2') LAG SCREWS WITH 1/." WASHERS THROOGH REC(JVlNG CHANNEl FROI.I TOP. CAUlK ALL CONNECTIONS. HOST S TRUC TURE DR F ADA w "" 2 u '@ V> l- V> o :J: o ;z <= V> l< w -------- EXTRUDED OR BREAKMET AL H[AOCR 0032' MIN. FASTENER DETERMINED BASl:D ON CONSTRUCTION Cf HOS T 5 TRUC TuRE CONNECTlON TO HOST STRUCTURE SHADING T'l?E II DENOTES INTERIOR POST MAX. ROCF AREA Sl:E TABLE 4 110 x ('l'+l 1/2") WITH 1 1/4" WASHER 0." DC. MIN. 3 110xl 1/2' SMS PER PAN PANEL WITH 3/.' WASHER OR 3 110x1 1/2' WASHER HEADED SCREWS UPlIFT STRAPPING EACH 5 ND 0.0.25"x\ 1/." t.lOOILE HOME STRAPPING NAILED WITH 13d COMMON 3 PER SIDE OR 13d GUN NAILS 3 PER SlOC STRAP SH All Bf 6" EACH SIOf AND CONTlNUOOS O\1:R THE STUD Di1'jA Bct T NOT[: \\H[RE 1/2" COX PlYY.OCO IS USl:D FRAMING SHALL BE I) 24" DC MIN w/ NAIL PATTERN. PlYY.OCO TO SNDS 13d COt.lMON 6" 0 C. \) EDGE AND 12" D.C. FIELD. WHERE 3/16" STRUCTURAL THERt.lAL PLY SIDING IS USED FRAMING SHALL BE \6" D.C. w/ 1 1/2' ROOFING NAILS I) 3" ON EDGE AND 12' OC. FIELD 3" RECEIVING CHANNEL ANCHORS WI TH 3 EACH 18 SMS PER FOOT " UPLIFT STRAPPING DETAIL TOP Cf GRAOC 2"x n_ EXTRUSION ~ER "ABLE 2 jo 3 - ," 110 SMS IN SCREW SlOTS 2"x EXTRUSION MIN. 3 1/2" CONC. PER SPA.N TABLE SlAB w/ 6x6 10/10 \ ,'x2" EXTRUSION ~ OR FIBER MESH ANC~OR ,",2",0044" PLATE TO CONCREl: WITH 1/4"'2 1/2' FASTENERS 6' EACH POST TO BASE AND SiDE OF POST 24' POST TO BEAM DETAIL DC. MAX. / 3",Y FLUTED POST WRAPPED '11/ FU T PAPER 3/8",31/2' BctT 80 LB 2500 PSI CONCRE TE PRE 1.1 X 3'xJ' BASE I 24" L ,} 1/2' IJ 16' t ALUMINUM CON'vtNTlONAL CONSTRUCTiON PORCH POST CONNECTION -1~ ~L y'/ PDU~D COOCRtIT REFER TO TABlE 5 ISOLATED FOOTING NOTE: THE HOST STROCTURE "UST BE CAPABtE Cf SU~TINC T11E ALUIA:N\JU STRVCTURE TO BE ATTAQ;ED TO T11E HOST STRUCTURE, C(N(RAll Y T~E CONOITlO'l Cf -:HE EXl,TlNG STRUCTURE 'MlL INDICATE THE SffiUCTURES CAPABIU!Y. T11E FCUO'MNC CONDHiOOS/HOST STRUCTURES ARE CAPABLE Cf SU~TlNC THE ALUMINUM STRUCTURE TO BE ATTACHED: 1. UASQNRY WAlLS, 2', .' FRA.\jE CONSTRlXTlON WALLS, PRE ENC1NHRED '/IX() TRUSSES '11'/ A 2', 6' SU8 F AOA MID A TRUSS O'-tRHANC Of' UP TO .., AND/rJ< ATTACHIAENT Cf T11( ALUUINUU STJ?JCTURE T11ROUCH T11E ,. FAOA TO T11E :RUSS 8IJT1S 'II/ A UAXll.lUU Cf 4' TRUSS O'l\:RYANC 2. MOO1LE HMS UANUFACTURED MIlR 198. ANO BUILT TO T11E 1984 HUD STANDARDS WrlERE THE A.NCHCRS ARE INTO T11E TRUSS BUTTS. 3. CONDITIONS NOT CO'-tRED ABO'-t SHAlL BE R(<1(v.(D 8'1' T11E ENCIN(ER TO DETERlJINE T11E HOST STRUCTURE ADEOOACY .. ALL TRUSS SYSTEUS SHAll HA'v( A UAXlMIJI/ SPACJNC Cf 24" o.c. 5. 1I061lE HMS NOT CO~ORIlING TO THE STANDARDS ABO'-t SHALL HA'.{ A SEI5 SUPPORTING FAl./E ADJAa:NT TO THE t.I08llt HQl,IE IN L[U Cf CONNECTING TO THE IIOOLE. MID SPAN BtM.1 Sl:LECT L FRQt.l TABLE 2 SHADING T'l?E 1 DENOTES EXTERIOR POST ROCF AREA Sl:E TABlE 4 v.ooo FRAME SHED WITH tx.. PRESSURE TREATED PiNE PLATE ANCHOR TO CONCRE TE ..... TH 1/." CONCRETE FASTENERS @ 4'-0' O.C, FRONT WALL BEAM SELECT L FR()I.I TABLE 2 k~ - ~I ~ L , 'II DOUBLE CARPORT \'11TH CENTER POST t x MID SP A.'l / BEAM -siTS:MPlE SPAN TABlE 2 DETAIL w a:: ~ TABLE 1 => ROOF PANELS ~ CARRIER 8EAI./ ./ ~ 3",3" POST / ::t: SPACE MAX. --"" 2500 PSl CONCRETE w/ 6,6 v.nom v.1Rf MfSH O\1:R VAPOR BARRIER l , VARIES d 3 1/2" CONCRE TE stAB SECTION THROUGH CARPORT Sl:E COONE C TlON DE TAIL 12", PA,N (Sl:E CkARTS) USE ''If" TO / SElECT PA.N FOR REQUIRED SPAN SHED IS FRAMEO WALL ATTACHED TO HOST STRUCTURE w w ~ :>E FOR FRONT BOI.I 2',2',0044" ALUM OR :J: ..... 0 :J: USE 'L'=W/2+0H. ':j N w 2\4' @ 24' OC. LUMBER is 0 -' 0 V> fB S TRUC TUR AL GR AOE ::0 '" ::0 THERMAL PLY 'MTH SIDING <.:> 2 0 ;z V" <= ;z 1/2' L-80lTS FOR 2"x4' V> ~ <= ''Ii ,. VAP:ES x V" x / PT PLATE OR CONCRETE w 'N W 6,6-10/10 W'IIM ANCHORS .'-0' 0 C. '-0.... --------- ------- 2">4' prp PUTE '11/ 3/B">4 1/2' CONC. ANCHORS ANCHOR 'M TH HEADER CHANNEL "2"'___" CEN TE R PUR\.IN BEAM SELECT 'L' f'RQt.l TABlE 2 w "" 2 u => e: V> l- V> o ::t: o ;z <= Vl X w fJID SPAN BEAM Sl:LECT L FRQt.l TABLE 2 SELECT BE A" FROM TABLE 2 j W/2 ~ DOOR AL T(RNA TE: v.ooo FRAME SHED WITH 2"x4" PRESSURE TREATED PINE PlA TE ANCHOR TO CONCRE TE 'M TH 1/." CONCRETE FASTENERS 4'-0" o.c FRONT WAn Sf AM 'Sl:LECT L FRO" T A8LE 2 SHADING TYPE I SH TABlE 4 DOUBLE CARPORT 'Mll10UT CENTER POST W RECilVlNG Q1ANNtL " w "" ~ ROOf" PANELS @ SEE TABlE I V> 8 SPACE MAX. ::t: J t x ___ I.UD SP AN / SEAtJ Sl:E SIMPlE SPAN TABlE 2 SPACE f.lAX. T ABlE4- --- y ~=f 3" x 3' x 0.06" POST 2500 PSI CONCRETE III TH 6,6 V>fLOCO W1RE MESH O'4:R VAPOR BARRIER 3 1/2" CONCRE TE SlAB SECTION THROUGH CARPORT VAR1ES UPLIFT STRAPPING OC TAIL 2"x4' LUMBER ToP PlATE '0\\ T'rl RDcr ABO\1: NOT(: 1. ANCHOR PANS TO HEAOCR CHANNEL '11/ J 110 x 1/2' '11/ WASHER 2 ANCHOR PANS TO ROOF BEAMS '11/ .) 110 x 1/2" '11/ WASHER J ANCHOR PLAT( TO CONCRETE FLOOR '11/ 3/8' x 3 1/2" D\'NA Bct T5 I) 30" DC. 4. STUDS TO BE @ 16" DC. 3' EDC.[S 6' ON FIELD 1 1/4' GAL RWING NAilS UPliFT STRAPPING DO AIL 3 1/2' MIN. CONCRETE (Sl:E DETAILS) SECTION THROUGH UTILITY ROOM UTILITY SHED AND CARPOqT WALL SECTION .) 1/2" MIN. 2500 PSl CONC WITH 6 , 6 WELDfD WIRE OR FIBER MESH T'l?ICAl ALL SLABS. .J 1 15 BAR CONT 8' , NO TE: f1B[ R M[ SH CONCRETE DOE 5 NOT REQUIRE WiRE MESH FLA T stOPE / NO FOOTING o - 2"/12" 00 NOT BLOCK FIRE EXIT 'ItlNDOI'/ ./ OVERHANG VARIES &:xli!' Ii~ / J}1ffi-~,.. ... I 2' x FRON T WALL BEAM ' w f+~~ SHECT L FRQt.l TABLE 2 if? ~ u => e: V> USl: 'L' = '11/2 + O.H. .... V> o ::t: o ;z <= V> X w "'/f' VARIES l 3'xJ' FLUTED POST f.lAX. HGT,=l2' FOR 120 MPH WiNO vHOCITY L VARIES (SIT TABLE) SLAB DETAILS ADDRESSING EROSION f.lOOERATE SlOP( FOOTiNG 2'/12" - ,'- 10' STEEP> ~~,~?OTING RAWINO !'c" -OR 1 PERMIT O;!EETS THE REOUIFlEMEN S CfJA?Trn 1205 sac 1991 tcc\.- DA IT RE '.1$l()1S CHK ~i5 ..,.., ~~ ~~ ~~ ~... t>j~ wiS ~~ ~e; lO3 ell! ~g ~~i <.>~e ~5ili z~~ 2~G ~~g ~:;;"" ~IZ~ <.>~~~ l~i5e -c VI<.> gs~~~5 ~~a....5 ~?<~~~ 2:lf:lf>- 8e", :5 z~w~u ~....i>~vi ~;~6~~ ~~~~~i5 <l --c ....W~52~ ~tip.<=5u oztx:< ~i"'~"'~ 5~~':l;t>j~ <= ~-~'" ~~ ....,5 5~ og.., ~~~~~ ~&:~::r~~ (/) a: UJ > o o o :J o (/) ~ @, Cf 3 HQ<;T STRUCn.:RE OR FACIA Ie SUB-FACIA CONNECTION REOUIREMENIS FOR VARIO\)S LOAD CQNOlTIQNS LOAD CONOiIlONS 'MNO VHOCHY LOADS OCAD + LI~ LOADS GlASS ROOMS HOST STRUCTUR[ 100 MPH 110 MPH 120 MPH 22t/Sf 321/Sf 57t/Sf 1. CONCRETE 1/4"1-1/8' CONCRETE SCREWS \) 12' OC.------>2 \) l' D.C. 2. '/lOCO FRAME 1/4',2" LAG SCREWS \)6' OC.------------>2 0 ," O.C. SCREEN, Wf11., AND CARPORTS HOS1 STRUCTURE 100 MPH 110 M"H 120 MPH m/SF 321/SF 57tlSF 1. CONCRETE 1/4'x1-1/8' CONCRETE SCREWS \) 12" Oc.------>2 0 l' DC 2. 'frI:XX) FRAME '/4'x2" lAG SCREWS \) 12" OC----------->2 \) " O.c. NOTES; WOOO STRUCTURES SHooLD CONNECT 10 TRUSS Buns OR THE SlJB FACIA FRAl,jING \'/HER[ POSSIBlE ONL Y 15~ Of' SCREWS CAN BE WTSlDE THE IRUSS BUITS/SUB FACIA AND THOS[ AREAS SHALL HA ~ DooBLE AN()jORS AU SCREWS INTO THE HOST STRUCTURE SHALL HA~ MIN H/4' WASH[~S OR SHALL BE WASHER HEADED SCREWS. 12" X 3" X 3105-H14 RISER PANEL 1 r 075' t [7 1 PRiYl:RT1t:S 0024' It ] 1 0.032' 12" X J' X 3005-H28 RISER PANEL -I r 075' i [7 1 ~(RTItS It r 1 OOJ2' 12" X 3" X 3105-H14 RISER PANEL -r r 075' i [7 1 PRlY!:RTI(S It ] 1 0.040' A a 0480 n.1 wr a 0564 pH. , a +0.438/-0271 in' A = 0600 n!wr = 0706 p.Lf. I = +0610/-0.423 in' A = 060 ...1 wr = 0717 pU. , I = +05711-0.46 n. A a 0.76 n.1 wr = 0.717 p.Ll. , I = +0.781/-0.711 iI. TABLE 1 MN(. ROCf' PAN SPANS fOR CARPORTS, SCREE~ !c '........ CiJCI.lS ALUMININUl,j iNDUS,RY SIANOARDS ALLOY 3105 H-:4 &: "-:: PAN SIZE fOR PAN SS'A~ Us[ = 'W/2 + OJ" SH Di'A)iSSS . 10"X '2"X 0026"::_NO OH____" OH.:___j C" _____J' OH_ 100 MPH 'It. lOAl> 14'- 3' 14"-~" 14'- 9' 15'- 5' 110 MPH W. LOAD 12'- 11' 13'- l' 13'- 6' 14'- 2' 120 MPH W. LOAD 11'- 11' 12'- l' 12'- S' 13'- 3' JO'X 12"X 0.032" _______________________u__________________ 100 t.!PH W. LOAD 15'- 6' 16'- 8' 17'- C' '7._ 6' 110 MPH W. LOAD 15'- 0' 15'- 2' 15'- 6' '6'- l' 120 MPH W. LOAD 13'- 10' 13'- 11' 15'- " 16'- O' ~OTE: STIW,ING Of' THE PAN WEBBING IS RECOM\lE~D[~ ., S~'CH ~C :S ~Ol PROV1DED wi t 10x 1/2' SCREWS 0 2' D.C. THE~ REDUCE WE ABC',~ SPANS BY 20X. EXAMPLE; JO'X 12'X 0.026' WI ~O OH SPAN 11'- 3', (100~ - 20ro) = 1125'x 080 = 90' = 9'- 0' MANUF ACTURERS PROPRIETARY SUPPLIES TABLE 1 MAX. ROCf SYSTEM SPANS FOR ROYAL ALUMINUM SlJPER PANS USED O~ SCREENfv1N'rl ROOMS Ie CARPORIS(OPEN BUILDINGS) PR()I)JCT PATENT t 4,918,898S ALUMININUl,j ALLOY ~105 H-28 MINIMUM l1ELO 30,000 PSI PAN SIZE FOR PAN SPAN USE = ''/i12 + O.H.' s[E ORA'MNG'; . \IIND LOADS ON OPEN BUILDINGS SlJCH AS SCREEN/"'Nn. ROOMS &: CARPORTS 2SX 12'X oon_____NO O.H______J OH._____j OH_______3' 0 H_ 100 MPH W. LOAD 15'- 5' 15'- 6' 16'- 10' 17'- 4' 110 MPH w. LOAD 14'- 10' '4'- 11' 15'- 3' 15'- 10' 120 MPH W. LOAD 13'- 11' 14'- l' 14'- 5' 15'- 0' 25'X 12"X 0028 ________________________________________ 100 MPH W. LOAD--~=11' 19'- O' 19'-,' 19'- 9' 110 MPH W. LOAD 17'- l' 11- 2' 17'- 6' 18'- 0' 120 MPH W. LOAD 16'- l' 16'- 3' 16'- 7" 17'- l' 2.5'X 12"X 0030 ________ _____________________________ 100 l,jPH W. LOAD---lgo::-10' 19': ,,' 20'- r 20'- 7' 110 MPH W LOAD 17'- 11' 18'- O' 18'- J' 18'- 9' 120 MPH W. LOAD 16'- 10' 17'- 0' 17'- J' 11- 10' 2.5'X 12'X 0036__________________________________________ 100 MPH W. LOAD 21'- 7" 21'- 8' 21'- 1" 22'- 4' 110 MPH W. LOAD 19'- 6' 19'- 8' 19'- 11' 20'- 4' 120 l,jPH W. LOAD 18'- 5' 18'- 6' 18'- 10' 19'- 3' 48" X 3" X 3105-H14 COMPOSITE PANEL ~ f 48" i II'I'I'I'[I[I[II'II['['I'I'[III,II'['III'III',II'J'JIJ'1'11111'11 < r '..., 0024' : leff m 0.744 n'llt. PANEl CONNECTION DEIAlINODENTAl. 0032' : 'elf m 0871 ..' I It. 10 SPAN 1 5 , EPS CORE DENSiTY 48" X 4" X 3105-H14 COMPOSITE PANEL ~f 48' r 11'1'[II'IIIIJI,I['III'['II['J'I'III','II[I[IIII'11111'JII'[I['[I < r .... 0.024' : lelf . IOJ2 n. 'I f\ PANEL CONNECTION DETAlllNCI()(NTAl 0032' : leff = 1.100 n' / It. 10 SPAN 15 I EPS COR[ DENSiTY M ANUF ACTURERS PROPRIETARY SL:PPLlES TABLE 1: MAXIMUM ROCf SPANS FOR EUTE PANEL PROOUCT< :'<C OR . STRUCTURAL PANELS. INC. AlUl,jINUM COMPOSl,E PANELS STANDARD PANEL W/AlUl.IiNU1.I SHEATHiNG 3105-H14/rl-25 ALLOY 10 I EPS CORE DeNSiTY 'NINO LOADS SCREEN &: '~Nn. ROOMS, CARPORTS. AND OTHER ()pEN 81JILDi~GS 3' x 0.019' _____~O_OH.______l' _OH.______2' _OH______LOH_ 100 MPH W. L. 14'- 7" 14'- 8' 15'- I' 15'- 9' 110 MPH Vol L. 13'- 4' 13'- 5' 13'- 11' 14'- 7' 120 MPH w. L 12'- 4' 12'- 6' 12'- 11' 13'- 8' , 3'x 0024' ______________________________~__ 100 MPH Vol L. 17'- 9' 17'- 11' 18'- 3' 18'- 9' 110 MPH W. L 16'- 3' 16'- 4' 15'- 9' 17'- 4' 120 MPH W. L. 15'- 0' 15'- 2' 15'- 7' 15'- 2' 3'x 0.032"_____________________________________ 100 MPH 'II. L. 20'- 7" 20'- 9' 2"- 0' 21'- 6' 110 MPH W. L 18'- 10" 18'- 11' '9'- 4' 19'- 10' 120 MPH W. L. 17'- 5' 17'- 5' 17'- 10' 18'- 6' DEAD + U\{ LOAD & OR/SNOW LOAD (INCLUD~S 2 IISf' DEAD LOAD) ALL BU'LD'~G IY?ES 3" x 0019'________________________ ____________________ 2211SF 12'- 0' 12'- 2' 12'- 8' 13'- 5' 3211SF 10'- 0' 10'- 9' '0'- 9' 11'- 8' 5711SF 7'- 6' 7'- 9' S'- 6' 9'- 7' 3'x 0024' ______________________________ nt/SF ----14"C8~ ,4'- 10' 's- r 15'- 10' 321/SF 12'- 2" \2'- 4' , 2. - 10' 13'- 7" 57tlSF 9'- l' 9'- 4" )- '1' 10'- 11' 3'x 0.032"_________________________________ nt/SF 17'- 0' 17'- 2' q',' 18'- l' 32t/SF 14'- 2" ,4'- 3' '4- 8' 15'- 5' 5711SF 10'- 9' 10'- 10' '1'- 5' 12'- 4' POST: J' , J' , 0060' SCAlLiYl:D 0.72 6063 16 1.19 J' , J' , 0093' SCALliYl:D 6063 T6 6063 16 108 1.19 3' x J' ,0.125' SCAlliYl:D 1.44 1.17 4' , 4' ,0.125' SCAll iYED 6063 16 1.94 1.58 MtETS "Tl~E R~OU1~rrs' OF CHApTEP '2"J5 SSC 11n1 m CA T[ RE'<1S1i)1S Q,K 1 94 ~~ "'''' ~~ 1i~ ~~ 13'- tx~ '-X ~ ~~ ;iiS o~ i'S~ ~u ~~I ~~~ 5ffi", ~c!)t <3~;;? 3o~ w~~ 2:~1.n w w ~IZa:: <.>~~~ z~-~o ~::ii~:; ~~~V'z _J::fC ~o~~~ <=zaag ~~== "';i;i>- 80 ~ z~e5gu ~-i~~vi z~< 0::- 8~:2ox2: ~~~~:;~ :c -.c:)- ~W~~"'~ ~tsp<=~u oztx...c ~~=>~'"'~ 5~~'Z~~ <= a-a=> .~ .~~ ~I=~~g~ ~es~i3,,- ..,C5tla::ow <l1f51r~;= rJ) ex: L!J > o (.) o :J o en [!l~ ~ ~.... J~~ ~ , U (HI 8 '" ~~ ~ ~....~ @) ~t:Js ~ I ~c~ @)~:.:~~ ~(3;g~ !i3 S!;-~ dl :::~'" lXOV Q 9 iS~3 SEAL SHEET I 3(C ($ 3 MANUF ACTURERS PROPRIETARY SUPPLIES TABLE 1: CONTINUED; IUX1!.lU!.I ROCf SPANS 'NINO LOADS SCREEN ?t V1N'1t Roo,"S, CARPORTS, AND OTHER (;PEN BUILDINGS 4', 0019' ____NO_OH_______l' _OH_____2' _OH______3'_OH_ 100 l.lPH 'II, l. 18'- 0' 18'- l' 18'-,' 18'- 11' 110 MPH W. L. IS'-" IS'- IS' 16'- 11" 17"- 6' i20 MPH 'II, L. 15'- 2' 15'- 4' 15'- 8' 16'- 4' 4', O. 024' __________________________________________________ 100 !.IPH 'N. L 20'-" 20'- 3' 20'- 6' 21'- 0' 110 !.IPH w. L. 18'- 4' 18'- 6' 18'- 9' 19'- 4' 120 !.IPH 'II. L. 17"- O' 17"- l' 17'- S' 18'- O' 4', 0.032' __________________________________________________ 100 MPH 'II. L. 21'- 4' 21'- 5' 21'- 8' 22'- 2' 110 l.lPH W. L 19'-,' 19'- S' 19'- 10' 20'- 4' 120 MPH w. L. 18'- 0' 18'- l' 18'- 5' 19'- 0' MANUF ACTURERS PROPRIETARY SUPPLIES TABLE 1: CONTINUED: !.lAX/MUM ROCf SPA.~S 'MND LOADS SCREEN Ie V1N'1t ROOt.lS. CARPORTS, AND OTHER (;PEN BUILDINGS S' x 0 019' _______NO_OH________I' _OH._______j _OH._____3' _OH_ 100 MPH W. L. 20'- 9' 20'- 10' 21'- l' 21'- 7" 110 MPH 'II. L. 18'- 11' 19'- 0' 19'- 4' 19'- 10' 120 MPH 'II, L. 17"- s' 11- 8' 18'- O' 18'- 6' 6', 0024' 100 MPH W~l.~---21~--8~----21-;=7----22~-1;---21:--~----------- 110 MPH 'II. L 19'- 9' 19'- 11" 20'- 2' 20'- 8' 120 MPH w. L. 18'- 4' 18'- 5' 18'- 9' 19'- J' S'x 00J2' 100 MPH 'N~l.~----227--7;------2T__-8'---2T_-~;---2JC'-~----------- 110 MPH W. L. 20'- 7" 20'- 8" 21'- 0' 21'- 6' 120 MPH w. L. 19'- l' 19'- 2' 19'- 6' 20'- O' DEAD + lI'IE lOAD !c OR/SNO'lllOAD (INCLUDES 2 IN DEAD lOAD) ALL BUilDING TYPES 4', 0.019'______________________________________ 22f/:1 14'- 10' 15'- 0' 15'- 4' IS'- O' 321/:1 12'- J" 12'- 5' 12'- 11' lJ'- 8' 571/Sf 9'- 2" 9'- 5' 10'- O' 11'- O' 4', 0.024._____________________________________________ nl/SF 16'- 7" 16'- 9' 17'- l' 17'- 8' 321/:1 13'- 9" 13'- 11' 14'- 4' 15'- 0' 571/:1 '0'- 4' 10'- 6" ,1"-" '1"- 11' 4'x O.OJ1' ____________________~___________________ nl/SF 17'- 7" 17'- 8' 18'- O' 18'- 7" 321/:1 14'- 7' 14'- 9' 1"- 1" 15'- 9' 571/Sf 10'- 11" 11'- l' 11'- 7" 12'- 5' DEAD + l!\{ LOAD !c OO/SI'iOW LOAD (INQUOES 2 I/SF DEAD LOAD) ALL BUILDING TY?ES 6', 0019' 221 /:1 -----,1=-1~-----17C--3~-----i1=-r--la_:_7----------- 321/:1 14'- 2' 14'- 4' 14'- 9' 15'. 5' 571/:1 10'- 7" 10'. 10' 11'- 4' 12'. 2' 6"x 0024' 221/SF --------11:11;------lt=-o------lBT:-~----1ac_l~----------- 321/:1 14'- 10' 15'- 0' 15'- 4' 16'. 0' 571/:1 II'. l' 11'- 3' II', 10' 12'- 7' S', 0.032" 221/SF --------li=-8~-----ls-:-9;------li=-~-__,9~-7~---------- 321/:1 15'- 5' 15'- 7" 15'- I" 16'. 7" 571/SF 11'- 7" 11'- 9' 12'- 3' 13'- 0' TABLE 4: MAX. RDa" AREA FOR ALUMINUl.l CARPORT POST FOR ALLOWABLE ROCf AREA USE 'TRIBUTARY AREA O\{R POST' EXAMPi[; S/2 = 1 !c 'II /2 = 6', + 2' O.H. = 7"X 8' = AREA ~ 56 SF POST TYPE MAX. ALLOW. RDa" AREA FOR VARIQlJS TY?E POST IN SF DESJGN.LOADS_A.~D 'MND. VfLOCITY _LOADS_ POST HGT POST MAX I WALKON 100 MPH 110 MPH 120 MPH. 3',_3'xO.06O" JK'U FORMED.. _______________________ 12'- O' 5,200 260 347 289 248 15'- 0" 3.640 182 243 202 173 2" ,_1',_0093' _00_2" ,_3",_OO5(J' _EXTR\JSJON._______________ 7'. 9' 6,960 348 464 387 JJ1 12' - O' 4.060 203 270 225 193 3" x_2'x_0.070' -EXTR\JSION._____________________h__ 8'- 2' 7,100 426 567473 406 12' - 0" 4,970 249 331 276 236 J"x_J"xO.060",-SCAll<:REO. ___________________________ 11'-10' 8.640 432 576 480 411 16'- 0' 6,120 306 408 340 291 J" '_3' x_O.90' _TUBE. __________________________________ 11'-10' 12,960 648 864 720 617 16'. 0' 9,'80 459 612 510 437 3'x_J", 0.125' _TUBE. ____________________________ 13' - 3' 13,500 675 900 75(J 643 16'- 0' 8,000 500 667 556 476 4'x_4"x 0125' _TUBE.__________________________ 15'- 9' 23,280 1164 1588 1293 1109 2rJ - 0' 18.430 921 1229 1024 878 . ALLOY 6053 T-6 .. ALLOY 3105 H16 TABLE ~l ~CHB!2!lLE QE PO~I IQ BEAM SIZE & !!. OF IliRU ~Q~TS g~gUIg~!2 BEAM- SIZE HINIMuH- II /THRU BOLTS @ L= D + 1/2" POST SIZE 1/4'fi 3,'8" 2"X 3"X 0.05" TILT ]"X ]"X 0.06" 8calpd 1 ]"X 4"X 0.05" TILT ]"',{ 3"X 0.06""- .. .. 1 2"X 4"X 0.044" X 0.12" 5MB 3"X ]"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" 8MB 3"X ]"X 0.093 ] 2 2"X 7"X 0.050" X 0.13" 8MB ]"X 3"X 0.093 3 2 2"X 8"X 0.070" X 0.23" 8MB 3"X 3"X 0.125 4 3 2"X 9"X 0.070' x 0.2]" 8MB 3"X ]"X 0.125 4 3 TABLE 5: IsctATEO FOOTINGS l.lAXIMU'.I ROcf AREA IN Sf FOR CARPORT POST W/ ISQA TED FOOTING FOR BELOW LISTED W,NO \{LOClTY UPiIFT lOADS 100 MPH 110 MPH 120 MPH FOOTING TYPE ?t SIZE POURED CONCRETE 1'-O'X 1'-O'X "-0" 1'.4"X 1'-4'X "-4' "-S'X I'-S'X 2'-0' 1'-8"X 1'-8'X 2"-0" "-8"X 1'-8'X 2'-6" 2"-O'X 2"-O"X 2"-0" 2"-6"X 2"-6"X 2"-6' 25 72 136 156 229 288 386 21 61 116 ,~. 196 257 ~~, 29 86 163 187 275 346 463 PIl[-CAST SlAB '11/ 801 SACK-CRETt .l: BACKfiLL O\{R SlAB 1'-4'X 1'-4'X 2'-.' 117 97 56 TABLE 2: ~ AX. ROCf BEA''' SP ANS FOR CARPQR T S. SCREEN ?t VlN'1t RQOI.lS A.~O OTHER ()P[N STRUCTURES '11/ SQIO ROCfS 6063 T -6 ALLOY BEA!.I SIZE NOTE: FOR SPAN 'I.' ON DRA'MNG USE 'MOTH "vf /2 + OH. 2", 3',OO5(J' TILT SEAf.I EXAMPlE: YlIDTH = 14'/2 + 2'= 9' 'MOTH 100 MPH VI. L 110 MPH W. L. 120 MPH 'II L 5' 9'- 3" 8'- 5' 8'- 0' 6' 8'- 5' 7". 8' 7"- 4' 7' 7'- 10' 7"- l' 6'- 9' 8' 7'- 4' 6'- 8' 6'- 4' 9' EXAMPiE 6'- 10' 6'- J' 5'- 11' 10' 6'- 6' 5'. 11' 5'- 8' 11' 6'. 3' 5'- 8' 5'- 5' 12' 5'- 11' 5'- 5' 5'- 2' _ 2'x 4'x 0.0:;0", TIlT B(A),t 'j.... ....' 11"- J.-----10~.r_----gc_r----- 6' 10'- .r 9'- 5' 8'-'" 7" 9'- 6' 8'- 8' 8'- 3' 8' 8'-11' 8'. 2" 7'- 9' 9' 8'- 5' 1- 8' 7'- J' 10' 8'- O' 7'- .r 6'-11' 11' 7'- 7" S'-11' 6'- 7" 12' 7"- J' 6'- 8' 6'- .r 2'x 4', 004.', 0120' S.MB. ______________________ 5' 14'-10" 13'- 6' 12'-10' s' 13'- 6' 12'- 4' 11'- 8' 1 12'- 6' 11'- 5' 10'-10" B' ,,'- 8' 10'- 8" 10'- l' 9' 11'- 0' 10'- ,. 9'- 6' 10' 10'- 5' 9'- 6' 9'. 0" 11' 10'- O' 9'- l' 8'- 7' '2' 9'- 6' 8'- 8" 8'- r 2'x 5'x 0050', 0120' S.MB. ____________________ 5' 17"- 6' 16'- 0' 15'- 2' 6' 16'- 0' 14'- 7' 13'-10' 7' 14'-10' 13'- 6' 12'-10' 8' 13'-10' 12"- 7" 12'- 0' 9' 13'- O' 11'-11' 11'- J' 10' 12'- " '1'- 9' 10'- 8' 11' 11'-10' 10'- 9' 10'- J' 12' 11'- 3' 10'- 4' 9'- 9' 2', 6'x 005(J'x 0120' S.M B ______________________ 5' 18'- 9' 6' 18'- 9' 7' 17'- 4' 8' 16'- r 9' \5'- 4' 10' 14'- 6' II' 13'-10' 12' lJ'- r 2", 7'x 005(J', 0.120' S.l.lB. 7' 19'- l' ----17'-=-5"-----~=-6'--------- 8' 17'-10' 16'- .r 15'. " 9' i6'-10' 15'- 4' 14'- 6' 10' 15'-11' 14'- 6' 13'- 9' 11' 12'- t 13'-10' 13'- 2' 12' 14'- s' 13'- J" 12"- t 13' 14'- 0" 12"- 9" "'-10' 14' 13'- s' 12"- 3" 11'.4' t, 8'x 0070'x 0224' S.MB. _______________________ 7" 25'-10' 23' - 7" 22'- 4' 8' 24'- 2" 22" - 0' 20'-11" 9' 22'- 9' 20'- 9" 19'- 8" 10' 21'- 7" 19'- 8' 18'- 8' \,' 20'- 7' 18'- 9' 17'-10' 12' 19'- 8' 18'- 0" 11- " 13' 18'-11' '1- 3' 16'- O' 14' 18'- r 16'- 8' 15'- 5' 2', 9'x 0070', 0224' S.l.l B. 1 28'- O' 8' 2S'- 2' 9' 24'- 8' 10' 23'- 5" 11' 22"- .' 12' 21'- 4' 13' 20'- S' \4' \9'-10' 17' -10' 11- l' 15'-10' 14'-10' 14'- o' 13' - 3" 12'- 8' 12" - ,. 20'- 6' 16'- 6' 15'- O' 14'- ,. 13'- r 12"- 5' 12"- 0" 11'- 6' DATI R('IISlO'/S O1K 1 94 ~\5 ~tJ ~~ ~w z= ~~ 15'" V' ~i ww i!13 i!~ lOw cO: ~8 OU g:~i ~~...., 5: 5\~ ~ m ~3 l5 51 '5 z..c: 1- wpu w~~ i!: t; \."'1 w w ~lzO: 0~2 ~~ia~ <1..0.1 V"'I<..> gsco~V'l~ V'l~x:.f '1'0....>-15 ",zBB-' ~~i!;;~ "iElE>- 8ocz: 2s :z:~wgu ~>-~~!::lvl ~~;2~;~ uz)-ow ::::ll5~:;'~'O <l . -<>- t,..,;!;~,,~ ~g~';i15u ~i=>~;l~ 15~5~bI~ <= o-~=> ~~~~g~ "'es~"es ;!;~~:iw,,- ;t~~~~~ f/) c:c w > o o o :j o f/) ~ B g'~ j..... ~ . 8 00 g at cdl~ ~ 1~8~ ,[;ct. . ~~tJ~ ~ B~~~ ",I-~ ::1~", ~m, 3d] (J" ~3