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Home My WebLink About98-7647 BUILDING PERMIT 6- S, oiJ CITY OF ZEPHYRHILLS (813) 788-6611 Permit 7647 j3 Date Ij-t-yg' c~~ P,"perty own.'~ ~9 Job Address: <3 f 0 ~ 1J/\ . P',"ell.O. ..,2) - ,,- --~ ~O. 0 - ~ 'f Zoning: ;--En,gy Code: Radon Gas: .:$ ~ "- DescriPtion of Work])~ ~..,4L .(SL.G. A I.?~ . ~ ~~~ w ELECTRICAL PLUMBING MECHANICAL Sewer Conn Water Conn: Water Meter: T,I.F.'s: ~/ NO OCCUPANCY BEFORE C,O, FINAL C,O, -4 -Z2 -- DATE Complete Plans, Specifications and Fee Must Accompany Application, All work shall be performed in accordance with City Codes and Ordinances. DATE Inspector Permit Fee Signature Company Address Telephone# fY~ C( L T , .... Valuation or Contract Price ~ / D7J < (/);) , City License Registration # ~.3 .:2...r State Certified License# IJ,LAT a~~~ l 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 ($1+:-96) shall be made for each trip for each trade: ;l.!J:trP Wrong Address Condemned work resulting from faulty construction. Repairs or corrections not made when inspection called. Work not ready for inspection when called. Permit not posted on job site, Plans not at job site, Work not accessible, a. b, c. d. e, f. g. The payment of inspection fees shall be made before any further permits will be issued to the person owning same. OWNER' S NAHIL-~e -te. y- ~< \ bu \^ h OWNER"S ADDRESS ~1/~ O,&::::) ~UOr v:-t? DY'i lie:.. JOB ADDREss_Em p ~ b\ ~ e I h -t-e . '=R.l/ P 4 r k- LEGAL DESCRIPTION: LOT(S) 1 APPLICATION FOR PERIIIT nrJ!! fIo~ J/!J- t, 1 /O~, ")]; , CITY OF ZEPHYRBILLS V LJ..:IY " .t/'flL~r / BUILDING DEPARTMENT l-/-bL' 7Y PHONE ;3 //:1) ~73o - J..j;;/9 BLOCK SUBDIVISION PARCEL I. D. ~f~- ~I ~ f)l7IX) -00/ bD - 0 II (OBTAIN FROH PROPERTY TAX NOTICE) WORK PROPOSED:_New Construction --.,Addition --Alteration _Repair _Install _Sign _Hove _Deaolish PROPOSED USE: ~ngle FaBlily _H/F _' of Units _H/H _~ercial _Indust. _Swim. Pool _Other _Restaurant & Health Departaent Approval DESCRIPTION OF WORK: (,.JooD 4)t2C'~ /\.~[1rp~l{) ~([X)YY) ~ VI'hY/ (;)/Ycvb /cshcJ BUILDING SIZE: lor X, ~t'l :l~ sq~re Feet, 8 t Height ' / RESIDENTIAL: ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. COttMERCIAL: ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION. ~LDING $ . dC.) ! ~ I DD '--- PERMITS REOUESTED Valuation of Total Construction _ELECTRICAL AKP Service Florida Power Corp. W.R.E.C. _MECHAlfICAL $ Valuation of Mechanical Installation _PLUMBING GAS ROOFING SPECIALTY TYPE OF CONSTRUCTION: _Block _FraBle _Steel Other FDlISHED FLOOR ELEVATIONS: FT. IS PROJECT IN FLOOD ZONE AREA? ****************************************** YES NO CONTRACTOR SECTION o SUIIJ)ER Signature i~.!-d~ COMPANY State Cert. or Regist. . City License Registration . ****************************************** L' -:z- RJ,RCTRICIAN COMPANY State Cert. or Regist. . SignAture City License Registration . ****************************************** PLUMBER COMPANY State Cert. or Regist. , Signature City License Registration t ****************************************** MECHANICAL COMPANY State Cert. or Regist. , Signature City License Registration , ****************************************** OTRRR COMPANY State Cert. or Regist. t Signature City License Registration , ****************************************** APPLICATION APPROVED BY PERMIT OFFICER. CONDITIONS OF PERMIT AFFIDAVIT A. NOTICE OF DEED RESTRICTIONS The undersigned understands that this perlit lay be subject to "deed restrictions" which lay be lOre restrictive than City regulations. The undersigned assUles responsibility for cOlpliance with any applicable deed restrictions. B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES If the owner has hired a contractor or contractors to undertake work, 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 owner and contractor lay be cited for a lisdeleanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirelents lay apply for the intended work, they are advised to contact the City of Zephyrhills Building Departlent, (813) 788-6611. FurtherlOre, 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 sign as the contractor, you are indicating that you, rather than the contractor, are responsible for the work. If the contractor wisbes you to sign as contractor that lay be an indication that he is not properly licensed and is not entitled to perlitting privileges in the City of Zephyrhills. C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES " " ' D. CONSTRUC'!'ION LIEN L1\W (CIIAP'rER 713, FLORIDA STA'rUTES, AS AMENDED) I certify that I, the applicant, have been provided with a copy of "Florida's Construction Lien Law - Hoaeowner's Protection Guid~" prepared by the Florida Departlent of Agriculture and ConSUler Affairs. If the applicant is sOleone other than the "owner", I certify that I have obtained a copy of the above described doculent and prolise in good faith to deliver it to the "owner" prior to couencelent. E. CONTRACTOR as/OWNER'S AFFIDAVI'!' I certify that all the inforlation in this application is accurate and that all work will be done in cOlpliance with all applicable laws regulating construction, zoning, and land developlent. I Application is hereby lade to obtain a perlit to do work and instailation as indicated. I certify that no work or installation has cOllenced prior to issuance of a perlit and that all work will be perforaed to aeet standards of all laws regulating construction, City codes, zoning regulations, and land developlent regulations in the jurisdiction. I also certify that I understand that the regulations of other goverDlental agencies aay apply to the intended work, and that it is IY responsibility to identify what actions I lust take to be in cOlpliance. Such agencies include but are not li.ited to: * Deparllent of Environaental Regulation - Cypress Bayheads, Vetland Areas and BnviroDlentally Sensitive Lands, , Vater/Vastewater Treallent * Southwest Florida Vater Hanagelent District - Wells, Cypress Bayheads, Wetland Areas, Altering Vatercourses * ArlY Corps of Bngineers - Seawalls, Docks, Navigable Waterways t Deparllent of Health , Rehabilitative Services, EnviroDlental Health Unit - Wells, Vastewater Treallent, Septic Tanks t US Environaental Protection Agency - Asbestos abatelent I also certify that, if fill laterial is to be used in Flood Zone "A" or "A,etc.", it is understood that a drainage plan addressing a "co.pensating volUle" will be sublitted which is prepared by a professional engineer registered in the State of Florida prior to perlit, issuance, . A perlit issued shall be construed to be a license to proceed with tbe work and not as authority to violate, cancel alter, or set aside any provisions of the technical codes, nor shall is~u~nce of a per.it prevent the Building Official frOl thereafter requiring a correction of errors in plans, construction, or violations of any code. Ivery per.it issued sball becOle invalid unless the work authorized by such per.it is cOllenced within six IOnths of issuance, or if work authorized by the per.it is suspended or abandoned for a period of six IOnths after the tile the work is cOllenced. One 90 day eltension of tile, laY be allowed for the perlit with fee charge of $15.00. The extension shall be requested in writing to the Building Official. An approved inspection lust be logged during each six IOnth period, or the project will be considered abandoned. VARNING TO ONNER: YOUR FAILURB TO RECORD A NOTICR OF COHHENCEMENT HAY RESULT IN YOUR PAYING TWICE FOR IHPROVEMBNrS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LRNDBR OR AN ATTORRRY BEFORR RRCORDING YOUR NOTICE OF COHHENCBHENT. JOBS UNDER $2,500 IN VALUE DO NOT NERD TO RKCORD AND POST A "NOrICK OF COHHENCRMIHT". . I SIGNATURR: OWNER OR AGENT SIGNATURE: CORTRACTOR STATR OF FLORIDA COUfflY OF The foregoing instrument before me this was acknowledged , 19_ by STATK OF FLORIDA COUNTY OF The foregoing instrument was acknowledged before me this , 19_____ by who is personally known to me or who has produced as identification and who did/did not 'take an oath. who is personally known to me or who bas produced as identification and who did/did not take an oath. (Signature) (Signature) (Name Typed, Printed or Stamped) NOTARY PUBLIC (Name Typed, Printed or Stamped) NOTARY PUBLIC BEST ALUMINUM 245-6710 PROPOSAL No, !Jate Sheet No, Pro osal Submitted To: Work To Be Performed At: -----_....._~~-,._------_..--. Name Pe+c r k ; J b/;f r f) Street 3ctCoo,s- 0 uqr-t-'<:.. OR. City L e p hY' (' h ~ 11.5 State Ft Phone 7 i 0 - L.f J. I q Street City State Date of Plans Architect We hereby propose to furnish the materials and perform the labor necessary for the completion of JDY 33/ &)1 k)DoJ c/ e c~ /0' /;)G:, ~DDY'1-) qdd,+~()n (),' '1yl LV I nd D LA.25 tJ S+b0C\,~C sh eel 3s-' s+ruc+urct I roo-F D-FF s;Je S (.,d+ E('5 + fCt",::> c.-~q (-One! ,"ne:) Of) ~ns'lde d- rDDm not :5 h cd # Lt, IOD All material is guaranteed to be as specified, and the above specifications submitted for above work and completed work to be performed in accordance with the drawings and in a substantial workmanlike manner for the sum of Dollars [$ (0/ {)(J . Oi) 1. with payments to be made as follows: Any alteration or dev,ation from above specifications involving extra costs, will be executed only upon written orders, and will become an extra charge over and above the estimate, All agreements contingent upon strikes, accidents or delays beyond our control. Owner to carry fire. tornado and other necessary insurance upon above work, Work. men's Compensation and Public Liability Insurance on above work to be taken out by Respectfully submitted C~tJJ ( . [...~ 7~ Per Note-This proposal may be withdrawn by us if not accepted within days, ACCEPTANCE OF PROPOSAL The above prices. specifications and conditions are satisfactory and are here~y acee . You are autho~ized to do the w rk as specified, Payment will be made as outlined above. ,~ ~ /'/J . Signature ~ t.X ~ Signature D.J.Jd- ~ T Date ~, FORM 3850 ORIGINAL MADE IN USA - _I SITE I'I.^N (RES lIH<NrIAL USE ONLY) PARCEL 1.D. SEC l'WP RNG DATE: SUBD BLOCK I,OT All drilwings shall be dr-awn to scale or fully dimensioned for all parcels. 36' 8' X 12' j 14' r - 1 r---L- u' I 8' r--i 1 25'6" I I - - - -I-- I '--- - EXISTING PARK MODEL 6 ' ~ 69' PROPOSED SHED PROPOSED VINYL ROOM 25'6" X 12' 21' STREET SIIOW ALL FJ<ISTING AND PROPOSED STRUCTURES UVING DIHENSlONS AND SETBACKS. ALSO. INDICATE ANY BODIES OF WATER, TREES (INCLUDING SIZE, DIAMETER, TiPE), AND ROADWAYS (INCLUDING NAMES) ADJACENT TO TIlE PROPERTY. INDICATE TilE SIZE, YEAR, AND NAME OF HOBILE; SUCH AS 12 I X 60 I , 1981, FLEETWOOD, ALL "EASEMENTS", "PROPERTY LINES", "RIGIlT-OI"WAY". and "JURISDICTIONAL LINES" must be shown on all site plans, DO NOT ENCROACH INTO ANY EASEMENT WITH A STRUCTURE. l&l ~ .. ;c a .. o a:: (, ~ ~ ~ ~ . ! ,,! .. .. ~ o 8 :: NOBILf: HONE Sf:T,UP reor (lea') 40' 150' HOU3E CON'TRUCTION reor (CiO') o. .- . ~ ze' -'c~ :!! '0 ~Z .. .. ;:; ~ 215' i Elli.tin, Sh." . ~ .. 50' Ii I I =- 1'--- ~- -Gcr I I (y ,- I - ....::I_ .!. I 1-= = .. c: - - F= t::::::::::::::=---~_ - == =--==--- \.'0 --I -' " 3! ~ r ~ ~ I m -s ~ U) I , ---,-- -" , 'I I I I ". '0'5 L. I .. _. '- I --~--- -'- ---,.- 0" ----.- h?1, J "'- " ,) 4- 17 ~ -- " - ,))..J - _. _. 'u '. I )"J - - . , 'I .. r 1)(2 0 rJH F=XTRllSr,.'If'IS] ..3X2 -~:Q.~:f J'f.:?!_O~ fnONr WAlL I I , I , iy plcq) 0creen RbvV1j ) 1-------- t-o-.-,. , , , ,] -~-~--~ .-------~~--------"-~~,J~~~=~ .,---~~ -------- . ----~- f__' E X r s , T I N o , I , --II I 'I J~ " o M E -- I L.. SU:: WNJ, wA)()(Xl SELECT e:ooe BEAM TABlE 1 r~ I SOlD ROOF LW WKXJW ~ CAN ATTAQi 00EC11. Y TO f-EADm Co FOR MAX. l.I'RlGHT LENGTli ~ 'fx2" 1 3- 112" SlAB ON GRADE OR RAISED FOOTNG liNES NO MAX. (ELEV. SlAB OR ON <rIADE) lL'SS WUXJW NSTAU..EO PER IM/'U' ACn.FtiiS SPECFICA TIONS TYPICAL lL'SS ROOM WI11i SOlD ROOF, TY'PlCAL FRONT 'IFN FRAAHl . (lEGfT CA' LJ'RIGHT ~ t.,EASlflED moM TOP CA' fx.2" PlA r= TO BOTTOM CA' WALL BEAM) CONVENTlONAL FRAAHl OR AlL1.9U4 COVER SYSTW Sl-erm BOn-l Sl:>ES ANCHOA WI11i .8 x 112" SH::ET I.ET AI. Al TEflNA r= C<HECT1ON AT FASCIA ALLOWED SEE SECTION 7 FOR oeT ALS LO,l,O W"O n-l FOR ROOF PMEtS ~ A/J.Mu.t SI-e1m OR IIM1. (/) ~ o o a: CI) CI) <: ....J ~ a z <: ....J >- ~ > 5 w a: () CI) SOlD ROOF k L:2+ P/2 J EXlSTNG smucT1..fE OK GLASS ROOM WALL SECTION SIZE BlWA Ate) COt.I.M'lS PER TABLES IIARES SOlD COVER is . ?AO.EC11ON FROM EllOO. LW . LOAD W"On-l L PIlNEs-l e:ooe BEAM ".....u.c 2" x 2" x 0.0<<" (TY?lCAL) --'t <I) ~ 2"x2" ->l --'1< ~ ~ 1i ~~ ~- ~ ~ . ~1J5i: ~~~~~ al~aire w~~"~ iiil~ ~~~ =--'l. TYPICAL SCREEN / GLASS ROOM MAl<J,4l.t,l W"Olli . EDGE BEAM ~m ROUGH ~ wmt NO I-EADER sa:ETNl ........... ON: WE NOTES: ANCHOA l' x 2" 0f'EN aAO< EXTRUSION WI11i 11,'1l2-11'" CONCl'lE1C FASre.ER IMXM..N CA' 'Z-(Y ON carreR Ate) ~ rr CA' LJ'RIGHT ANCHOA l' x 2" TO W1JJ.. WIll{ 2-112" t10 SI-eT !.ETA!. ~ WI11i WASH::RS 'Z-(Y ON CENTER ANCHOR BEAM Ate) ~ ~Y OR W1li ANCHOA a..PS N-lJ t10 SCAEWS IHJ W ASl-EflS. ........... sua 1ltCIQESS FOR SLOB ON GRADE ~ 3- 112" CONCRETC. saECT FRONT WALL BEAM FROM TABlE \..lSI'lQ l.AAGER 'A' II AU.E CA' PI2 OR P/2 . OK 'P' IS Cl-fAA DISTANCE mOM HOST STR\..lCi\.R: TO FRONT WALL BEAM. TYPICAL ELEV A TlON GLASS ROOM WALL liNES $1.4.3 3- 112" t.<<&U.C (sa: oeT AI.) SPANS PER TABLES SOlD ROOF smucru:w. OR pm Woo Load to Snow Load Converslon Table 60 Yr. Snow Load ~ Snow Loa Wild Load / ~ Type 5 - 25 IfSq. Ft. 3 - 15 IISq. Ft. 95 MP.Ii: ()p<<! ~ 2e - 30 IISq. Ft. 15 - 17 IISq. Ft. 100 MP.Ii: (')pen ~ 31 - 35 IfSq. Ft. 17 - 1a IISq. Ft. 120 MP.Ii: ()p<<! ~lQ 36 - 00 IISq. Ft. la, 34 IISq. Ft. T10 MP.Ii: EncIoHd ElI.Mr>G 61 - 70 tlSq. Ft. 34 - 3a I/Sq. Ft. 120 MP.Ii: EncIoMd eva-Ill Select rwf or wal merro.. from approgriata wild load ~ ne ~ IHJ SPANS SHOWN ON neSE 0RAwt.'GS ARE 8ASCD ON ne LOAD ~ FOR ne FCUOWNG COOES: 1) Sf IHJAro Bl.U>Ul cooe 1ln4, CHAPTER 15 t<<::ll.()t<<l SS TO 10- ~ 2) BOCA NA TlClNAL Bl.t.ONQ cooe 1993 / 3) TEXAS DEPAAn.ENT CA' NSl.RANCe WN>S~ I ~- 1 Ir 'Ii' * 'Ii' JOB !'WoE: ADOAESS: * - I..PfUGKT fECHTS TYPICAL FLAT ROOF ENCLOSURE TYPICAL GABLE ROOF ENCLOSURE ORA wtiQ FOR 0f0E PERt.f1' ON.. y OF l ;:r ...s> c- , D<J 0- 7 EDGE BEAM - --------- l' x or x 0.0<<' OPEN BAC!< ATTAQa) TO FROHT POST wml .10 x or s.M.s, MAX. 6" moM EAQ-l ~ An) 2.' O,C, FROHT WALL ~ ~ ROOF P.tJB..S: (4) 11.' lC .. LAG 6Ol.TS wml wmt 1-11.' FEKlEA WA~S f"ER .'. a' P A/'oEl. ACflOSS nf! rnoNT An) 24' O,C, AL.ONG $DES (WAL.K-ON) or lC or OR or x 3" HOlLOW SEE SP ~ TABLE I-EAOER ~ RAL An) KICK PlATE or x or x 0,0<<' HOlLOW RAL POST ATTACl-ED TO BOTTOM wml wml ~ (2) .10 lC 1-vor S.M.$. " SCflEW BOSSES ~- EXlSmG SLAB 1M V Be lJSEl) F " GOOD cotOTlON An) APPROVED 8V TlE ~ 0ffICW.. (1) rL 11 vor lC 3-1Ior KBl-BOt. TS APPROVED FaA 66U l.A..FT wml Sm. PlATED CUT STEB.. WA~ (1) 3/8" BOt. T FaA 3" POST (2) 3/8" 6Ol. TS FaA 3" lC ." POST ..-.-_-..:__.,.,.....,,.......~..'""':':"....r,___..__'_ ....... -..--" ~.' - --. ".~-. - -..-- -, .'--~_. o o lJl -. - d TYPICAL CORNER DETAil. " TYPICAL UPRIGHT DET AL S()E WALL ~ ATTAQa) TO l' lC or lC 0.0.<<' ~ BACK wml ~ W.1O x 1-vor s.M.$. ANCHOR l' lC or xO,O<<' PlATE TO CONCRETE wml1l.' lC 2-Vor CONCflETE ANCHOAS ~ 6" Cf' EAa-l SOE Cf' EAQ-l POST An) 2.' O.c' MAX. S()E WALL Pt..R..HS A TT ACl-ED TO l' x or lC 0.0.<<' ~ BACK wml ~ (2) .10 x 1-W s.M.$. " SCREW BOSSES S()E WALL Pt..R..HS ATTACl-ED TO l' lC 'Z' x 0,0.<<' ~ BACK wml PMt (2) .10 x 1- W s.M.$. " SCREW BOSSES ~ 3-V'Z' SLAB 2500 PSI CONe. 6x6-lOxlO W,WM OR F13ER l.4ESH rnoNT An) SI:E BOTTOM AAl.S ATTACl-ED TO CONCRETE WlT11 11.' lC 2-11.' MASOtf'lV QUCl( SET AT 6" moM EACH POST An) 2.' ON ~ MAX. An) WALLS A ..... l' FROM EDGe Cf' ~ I-EAD6'l BEAM (2) .10 lC l' ~ l.4ET AI.. SCflEW MO SCflEW SlOTS l' x 'Z' EXlR!SlON 1- 1/8" ..... " CONCRETE V APOA ~ I..KlER CONCRETE r.J) ::E o o a: ...J >- ~ > '" /. HOLLOW POST TO BASE AND HOLLOW POST TO BEAM DETAL or lC or OR or lC 3" OR 'Z' st.6 POST AISm P.tJB..S: (3) 18 lC 1I'Z' s.M.s, f"ER 12" PAte.. ANCHOR l' lC or lC 0,0<<' PlATE TO CONCAETE wml1l.' lC 2-1Ior CONCAETE ANCHOOS ~ 6" Cf' EAa-l S()E Cf' EACH POST AT 2." O,c' MAX. OR ~ ANGl.l: AT 2.' O.c' MAX. l-E}..(:)ER ATTACl-ED TO POST wmI ~ (2) 110 x 1-1Ior s.M.s, " SCflEW aosscs MN. 3-1I'Z' SLAB 2600 PSI CONe. 6x6-lOxlO W,WM OR F13ER l.4ESH or x or. or lC 3" OR 3" x or HOlLOW SEE SP~ TABlES ". d (4) 110 x 1/'Z' S.M.$. EAQ-l SI:E Cf' POST 2 <: r/) r.J) <: ~ ffi 5 r.J) ~ t-EADER BEAM H-BAA OR GUSSeT PlATE or x 'Z' x 1/8" AN<1E EAQ-l S()E ATTAQ-l TO POST An) CONCRETE AT LOAO BENlNG WALL wml (2) .10 x V'Z' S.M.S. EAQ-l S()E WI;.. a.:~~ -- ~ ~ . -a ~ EI~~I Q) <I'-, (0 Q~~ w~~~j Jul~ I 3 d tU~a: ...JtJ o o 0 l' x 'Z' EXTRUSION 1- 1/8" t.fi " CONCRETE V APOA BAflRER SElF-MATNG POST TO BASE AND SElF-MATING POST TO BEAM DETAIL FOR SNAP EXTRUSIONS CHAA RAL ATTACl-ED TO POST WlT11 ~ (2) <<) lC 1-1/'Z' s.M.s, " SCREW BOSSES 1'XZ'xO.O<<' ~ BACK BOTTOM RAL 1/.' lC 2.1/.' MA~V ANCHOR . 6" FROM EAQ-l POST An) 2.. O.c' MAX. 2 OF 7 t8 x 112" . 24" O.CO (3 Pm pA.'aJ 6a' MAX. 2"xl1's.MA~ >C N AL ~T1VE BEAM SLPf'ORT REC8'1>>3 ClWH:L. e t8 x 112" TO SnD 8 t8 X 112" TO BEAM t8 X 112" (3 Pm pA.'aJ 2 X PoDGE BEAM BEAM SlFPOAT ST1.DS TYPlCAl. >C >C >C ,.. N,.. FRAMING DET ALS '"'. 1M: ST'RUCruw. AOOmONS AS SHOWN N ntS ~ PACKAGe ME OESlG/'oED TO BE MAPS'lED TO A WJU'ACl1..flEO HOtoE STflUC'TtflE. 1M: ~ SlFPOAT SYSTDot FOT TH: MAtU'ACl'1.RD HOtoE lHT AS REfEFENCEI) BY TH: r:MV FU.a 150-2.0072 An} TH: NATlONAL WJU'AClU'B) HOUSNG CONST'RUCnoN An} SAFETY STAKlAAOS ACT 328O.3Oe IS ADEQUATE TO IWO..E 1M: AOOrTlONAl SmucTUW. LOAD mANSMT1E) TO TH: loWU'AC'lUti) HOtoE STRUCi\EE BY TH: STfll..lCl'\.fW. AOOlTION. TH: PAN SPANS SHOWN ME CAlcu.ATED ON TH: WOAST CASE LOAD ~ WID I.PlFT OR 20 . I sa. FT, uve LOAD 1-112" X 1-112" X 0,080" ANG.E EAOi sc:E OF COtf-ECTm BEAM wmi SCAEWS AS SHOWN ~ BEAM sa: T A8lS 3 1-112" X 1-112" X 0,080" ANG.E EAOi sc:E OF caH:C1m BEAM wmi ~S AS SHOWN @ @ @ @ @ @ ; I- ~ ~ PRlMAAY BEAM SEE TA8lS 1 OR e ~ ta SMS, X 314" LONG I'UElER ~ EOUAI. TO BEAM DEP1li N toe NOTE: EXTRUSIONS wmi NTERNAl. ~ BOSSES MAY BE CCHECTED wmi (2) t10 X 1-112" N1UlNAU. y CARRIER BEAM TO BEAM CO~CnON ~ t8 SMS, X 314" LONG I'UElER AE<X.R:D EOUAI. TO BEAM DEP1li NOTE: EXTRUSIONS wmi NTERNAl. SCfEN BOSSES MAY Be ~ WfTli (2) 110 X 1-112" N1UlNAU. Y ~Y BEAM sa: TA8lS 1 OR 8 CARRIER BEAM TO WALL CONNECTION CJ) ~ o o c: ..J >- ~ > ~ CJ) CJ) <( cl ffi UJ c: U (/) uh:,.. ~~~ _- i ~ . -a r:: ~~!~~ al~Qile ujl~"'i ~,sd~ '~ g ~~~ 8 3 OF 7 ~~~." POLflED CONCl'E1C fEFER TO TABlE 2.4 POST N CONCflETC << BAA 12" LONG o lJ..awH:1.. ~ < '> .. -...,,/ ~ .. ISOLA TED FOOTING INTERNAL OR EXTERNAL REC8VING CHANNEL :r x :r POST ~ BOLTED TO ANCHOA RSER 2-314' x 2-314' X 2-1/2' LONG V8" nenl waDED CCHECTlOt4 FASTEN PER TABLE 2.s.- 12" X 12' X V4' PlAlC 'r X 'r x 0,063' IIN<l..ES . . BASE ANCHOR CONNECTOR FOR POST TO SLAB CONNECTlON INTERNAL OR EXTERNAL ANGLE CLIPS . . ~ 1UlE COll.M4 EXTRl.()E!) AI..lMUA BAse OR BfEAI( F~ lJ..CLP COAROSlON AESlSTlVE STEB. nRJ BOL T ~ S<::l-EDU2 I ~ L d CONCfETE SlA8 OR FOOTNG ~ c? ~~ 1 18" CONCfETE ANCHORS PER SQ-EDI..I..E TUBE COLUMN BASE SCHEMA TIC INTERNAL BASE OPTIONAL CONCl'lETE CAP BlOCK OR BlOCK (1) '4 BAA AT ~ IoHJ '(1.(y O,c. FU C8.l.S ~ KNOCK OUT BlOCK TOP COLRSE WI11i 3000 PSI PEA ROCK CONCRETE DECK OR GflOtN) LEVEL. Rfl80N FOOTNG OR t.IONOU1ltC F t.IONOU1ltC su.s IS USED SEE NOTES OF DeT......S BB.OW ANCHOA At.t..t.4N.N FRME TO WAU. OR su.s WI11i V4' X 2-V'r MAsomy ANCHOA Wllat 8" " POST IoHJ 24' O,c. MAXJ,U,f (1) << BAA CONTNJOIJS 8" X 8" X 18" BlOCK W AU. (MAX. 3Z') (2J <<BAAS I.fi 2-V2" Off' GAOI.H) KNEE WALL FOOTING FOR SCREENED ENCLOSURES I~ . - -..- - - - - -.... . ' , , . 't' . ntOQ,ESS OR REQl.f'lED POST (I) ~ :> ~' ~ '" . >k-- tOP " Q'W)E :r X 3" POST PER T A8LE eo b. 2500 pel CONCl'E1C PRE.I.IX :!"8" X 3- 1/2' BOLT RAISED P A TlO FOOWG (Z) 2" X 'r X 't' mG.E. OR ('0 lJ..awH:1.. X 't' 3" X 3" BAse 1 NOTE: ATTAQt.ENT oer......s SHOWN AEOlR: DIAGONAL BAACHl FOR FfeST AtI:lH3 COVERS PORCH POST CONNECTION ALUMINUM CONVENTlONAL CONSTRUCTlON 'Z - (y I.fi BEFORE SlOPe r f 3-V'r ~- - - -- ~~.,..,,~~ t"'. ' I I I I , I I I ~I I TYPE I ~T SlOPe I NO FOOmG O-'rl-.z ('0 t5 BAA CON1'. ...----- ," I) I '. _ I 1 I. Co -A' 8" TYPE I IwtOOERATC SLOPe FOOrNG 'Z ,-.z - 1'-10" TYPE . STEEl' SlOPe FOOTN3 ) 1'-10" NOTES: t NO FOOINQ AE<U'1EI) EXCEPT WH::N AODAE~ EROSION l.HT1.. lli! RO<lfA EXCEED$ '6-(y, ROOMS CR:ATER nwoc '6-(y use I\'Pe I FOOTUl. 2. FOOrnGS SHAU. Be I.fi 2,500 PSI CONCflETE WI11i 6x6-1Ox1O WB!lED WfE ~ OR FI3ER I.ESH 1M Y Be USED N LEU " I.ESH. 3. F LOCAl.. ~ cooes AEQUFlES A ............ FOOTNG use TYPE I FOOrNG OR FOOTN3 seCllON AEQU=e) BY LOCAl.. COOE. LOCAL cooe OO~ SLAB DET ALS ADDRESSNG EROSION PAD FOOTING ~~ '2J G j 8" J..-"1< Al.l..IdN..f,l S l"R..lC'TUE FOOTNG 2500 PSI CONCl'lETE WI11i ('0 .5 BAA CON1'. ............ 2- 1/2' Off' GAOI.H) RBeON FOOTING TYPE I ~-'l. 4. . ..... . " . .......'.. G , , L '12' ~ j -"1< Al.l..IdN..f,l STfl..lCT\.fE FOOTNG 2500 PSI CONCAeTE WI11i (3) t3 BAA CON1', .......... 2-1/2' Off' ~ RIBBON FooT~G TYPE I __-",,~-~~C-'---'_.--:'~'.7'-~, C':: ,,'.' .~,-.,"..,.,--"~-,-.,-o..,..,~~,.....~-'-,..-..~--------.-- --- .,--- --.-----.,-----,-- ---- -..-,-,----,,-.-" --'.----- r--------.-. --_..- -, ------ ~ ATTAQf.lENT 3-1/2' ~ SlAB S X S - 10 X 10 waDED WIE l.ESH OR fBffi l.ESH CONCRETE VISQl..eE II ~ B~ \.N:lER SU\BS HAVNG SmucT1..flES ABOVS WB.1. cot-A'ACTm ClEAN FU OVER SArnFlCED NA Tl..RAl. SOl.. ~ REI...A T1'IE OENSIT'( CONCRETE F1.l.ED BlOCK STEM W AU. 8"x8"x18"CM.U 8" X 12' CONCl'>ETe FOOTH3 WI11i ('0 t5 COt(TN..IOUS LOCATE ON LKlISlUlSED NA Tl..RAl. SOL ('0 t5 VERTICAl. BAA AT ~ IoHJ '(1-(y O,c. GAL. v. t.ET At. STIV.? ('14 GA. X 1') 8" X 8" X 18" CONCfETE BlOCK 8" X 24' X 24' POLflED CONCfETE PAD (2J t5 BAAS (18" LONG) EAOi W A V CONCl'>ETe POLflED ca.LS WI11i t5 BAR (SAKRETC READY t.tX wI GfV. va) en =E o o a: .J >- ?; > ~ .:( en en .:( G I u en ~ 4 7 Table 1: Allowable Beam Spans" Hollow Extrusions for Screen andlor Vinyl [Open] Rooms with Solid Roofs Aluminum Alloy 6063 T.s ...1flQ Lone . 19z Mt'11 11U Mr 1 120 MPH 12) MPI1 I '40 MPH AppiieCl ~. ".'_~ j 23#~R. I J2 #~ R. ~oaa """" 2' x Zoo X U,U44' ~' 0-4 ~,1U ,'-6- ~',z" 4',a' I' ~'.10' 5'-4' "0(1- .~- ,"J' I' ~',~' 4,11' rojS- 4'-4" J'. S' ~",,' ' 4',a" 1'-4' 4, J'~' ~' 4 '. 4',~' J"1\r J'oO' 1\1 '" '-l' J,lU J',a" J'.J' 11' "-4' 3',1)' J'~' JoO" J"l' 1< ", J'.~" ' 3'-6' J'-4" z'. Loadvvt<%llt 2' .3 x 0,0 iO' Till Beam!K 2' . 3" . 0,0 .' ~',~' 6'.()" roO' 0'-4' 6' (', "-4 ' 5".10' 5'.5" ' o-Hl' I' 7'-4' 'o,g" 5'-4' ~.1' ~'-'\' . 0" 5'-4" ~'. ~. '0-0' ~' 0-<> ,." 0'.7' ~"J" 4'.9' lU' 0',2' 5'-(1" ~'-4' 4-" 4'-0' ''' ~'lU ~',S" ",' 4',g" 4',J' 1<' ~'.I' o'.z" 4',10' 4. 4'.1- ~oaa """" 2- x J' x U,U .' Hl'~ .' 8', 8'.5" '.7' .' 9'.0' 6'Y 6'.2' I~" 'o.'T' 7' o.~' 0' --6' T, 5'., 6' 6'.z. 5'-(1- ~'.\ " ~. '.~' "l- o'~' o.J ,,a' 1Q' '-4 o'~' 0-4' ~'", ~'-4' " 5',\,' 5"~- 5'0(1- ~~- ..,' I. 0-<1' o'-l" ' "g' 5',5- 4',1,' ~oaa ...,"'" 2- . 4' . g,g: It 6eam or 2' x 4- . g,g .' 1U-<> 9',10- g'.z' 6'- '-g' 6' ~-<I' 0"" , 1F-4. ,lO- CI' 6'.11' 6',J" '.g' I'.J- 5'. S' tl'.~' I'~" '7',J' 5'.10- 5',,' ~' ,11 1-4' .10" 5"5" 5'.9' lU' "-6" 5'. 5'.0" 5'- ."''' 11 '.2- 0" '.2- ,"1U- S"J" ,. 0-1U' 0'-4" .,," 5'.7' 5'.()" Ex ample: For 2".2".0,044' EAruSlon beam span IS distanca between upnghlS: to enler lable ,oaf panel p,ojection of ,4' ",' find load wldlh: LW, s 14'12 + '1: Q,H,: '1 Enter lable on le~ under load WIdth, load Wdllls '1"," and ,ead span under appropnate load; U'<'9 Load @ 17 # / Sq,FtI' 02 MP,H, Load Beam Span = 4 ,~ Nole: Tables assume extrusion onented WIth 10"ger eXII\JSlon dlmens.on parallel 10 applied load, Table 4: Allowable ?osUUpright Heights for Screen, Vinyl and Glass Rooms. Hollow, Snap and Self"Mating Extrusions Aluminum Alloy 6063 r,6 truslons oa Idtn' ost! p<lgl1l pacing Hollow Sections x 2 . , 4 '" '., # # x 3 ,0 , ,'. , 3 . 2 ,0 0 .. ".g , - I' I x . .. Nota: Screen splines on 3" sida . extrusion turned w/3" side panUalto sole plate, oa Snap Sections 6 42 48 2 x .0, 44 6'. ' ., ~- x . " . . Self.'" ating Sections 36" 42 48 . . 4'.1t' . x . 4 4 x. . . Maximum chair rai/spacing ia 6'.8" o,c, Thus with chair rail @r.6"the muim.m wall neight without additional chair rail is 9'.2-, Not..: Glass Rooms; The add~ion of alumll1um frame 'Mn<io~ 'Mth glass panes thaI are destgl'led to',O M.P,H, """d load requ..ments to the above up(lghl SiZ8S inaeases tI1<I strength so thaI addItional Iramll1g IS no/ requ..d, Usng saeen panel 'Mdlh 'W (See typal glass room dra'Mng,). selecllJp(lghl requred from the rTI8JQI1lUm heoght allo....d for each e>drusoon ...-..-.-----..--.,-..-- -_._-~ -.-. ~.~_._.- Table 2: Alfowabfe Beam Spans. Self"Mating Extrusions for Screen andlor Vinyl [Open] Rooms with Solid Roof Aluminum Alloy 6013 T,6 "'"I"linarona s 102 Mt'H l1\1'" r.n lZg M PH 125 M PH '4D Mt'H . Ap-pliad Load' 11 1/:;'1. Ft. jlO 1/:;'1, Ft. I 23 1/:>'1. Ft. I 25 11/:;'1, Ft. I 32 II/Sq. Ft. , Load Width 2' . 4' . g,U>5' . g, "'U' S' 1 J'I1 ll'1U 11,'" 10'.z' 6 1'1:-9 , ,'.9' ,0'" ,. 10', . 9'.J '.~' Hr.l0' w., , 9'. ~'-f S' """ lU"l ~"O' 0" 8'.0" g' 10'.s' 9'. . 6'." - 6',5' 7'.7" 'D' ~'.u .. 0'" I' ,z ~'..' 0'.(1- 0" T. O"lU' 12' 6',', 6 .)- '.9' r'~' 5'.7" Load wlotn 2' . 6' l D, J55' l U,1<U' 5' 10" 10'"" ,. . '4'-<1- 13'-z' 5' ,5'-6- I~'.) '4'.)- I J'-4" 12','- " .~ 1~', 1J- Il" ""Z' 'T 1'-4' 1J'- 1l- lU',' ~' , '-6" 12'. "'. 10',1\ ' 9',10- lD' '1U' 11, 1 U-4' g'-4 'J' l' , 10' g'. (I', 12' 1\'-8- 10',9- 10'.,- 9'.~" . 6'-6" Loacl Widtn .' . . U, '2' . g,Hg' 5' Z1'.z- 19'-6" 16',z' IT, 1 ~'.)' 6' 19'-4 I I -10- 15',7" 15'-a" '4',1- II," ,.,-0' 1~ .~ ,4-0' lJ. S' '0 '. " .~ ,. ,~ lJ'-6" 1 Z"Z' g' 15'.9- 14'.7" 13',7' '2"9" , ,'-6 lor 14'.1' 1J' ,1U' 12',1U' ,2', lU', '4 ,~ -l ,.,~ 11 . 10'.5' 12' 1)'.8 1',7" 1\ '.9" ,"" 9'.,,' LoadWicffil 2' . a" . 0, r2' . 1,244- S' ,,' <> '.u .~ '1 <<'0 ZO',)' 6 /5', " 2 '.1" ll'" ,- 20' -a" 18',7- /3"6" .' .1U .u.~ ,. '. IT,J' 8' U',.' .U',~ , ~-O' 10 'l g' 20'.10- 19'.)- , 7'.,,- 1S','0' '5'.z" to' 1~'lU' 10'oJ ,',U 10 -<J ,4',)' 16','0" I r-~' 15',J. '~"J" lJ"9' ,2 16'.,- 1S'.6' 1)'-6 ~ 4', 'J'.Z" Load Width 2- . ~- . g, '.. X g,ue- ~' J ' '.'0 .. Z2'-(I' 6' 26'-4 25'.2" 4'.5- 2 .1\ zO ,a" T 'J' .J' 'J" I~'.' "8' .-<> .1 ,10- '1'. ~ J'.2 ,'-4 , '.,,- 16'.9- IS'." 10' .11 'J' .,," 11 .~- 10",,' ,-4 .u 10' I>'.J' 12 20',1 I '-6- , '.J" 15'.J' 14'-1- Table J: Allowable Spans For CARRIER Beams in a Solid Roof, OPEN Structures ItOZ MPH Wind lon., Appll.d Load a 11lba'aq, ft,) Aluminum Alloy 6063 T-6 Wind Zone Conversion: Table is constructed for 102 mph wind zone, open structure (17 Ibs/sqft), to convert tabular value to nigher (more severe) wind zones, multiply by the factors in the following Convelsion Table: Table 5: Allowable Loads On Screws And Bolts (As Recommanded By Manufacturers) Salf.Tapping and Machine Screws Allowable Loads Tensll. Strength 55,000 psi; Shear 24,000 psi lng e ear '(Ibs,) 334 4,8 576 734 761 ',253 1,588 '3 Screw Diamater #8 .10 .12 .14 1/4" 5115" 3/8" 1/4" 5/15" 3/8" Concrate Screws And Bolts In Concret., Brick or C,M,U, (Embadment Must 8. a Minimum of 1.112- thickness With 1,1/4- From Edge) 2,000# Concrete 3,000# Concrete ension (lbS,) hear enslon (lbS,) ear 757 825 352 ',057 1,184 898 1,443 1,776 1,503 Aluminum Rlvats with Aluminum Mandrel Scraw Diameter ension (Ibs,) naar 11S" 129 175 5/32- 187 263 3/16" 262 375 Aluminum Rivets with Aluminum Mandrel crew Dlametar Tension llbs,) Shur 118" 2'0 325 5/32" 340 490 3/15 44 20 , Single Shear Scre~ Fy .. 36 " 40 k,s,i. Yield Strength Double Shear ScreV4 Fy . 50 ' 54 k,s,i. Yield Strength - AU balTellengtl1s: Celus Industrial Qual~y, Use manufadlJrers grip range to match total waN tI1ickness of connection, Use chart. To Seled screw U,S, rivet subst~ution of anchOr speaf'lCations n dralMngs, nverSion Factor rJ) :::E o o a: ..J >- ~ > 2 <( rJ) rJ) <( cl ffi li! () rJ) w t;_ 0..: ~ ~ -- ~ : ~ - a I: EI~~I Q) <..., co ol~ w~~"1 CD ',$ I ~ o '~ LIoo ')( ... 'g ~~d ~/o ' OF 5 7 ~I~ I' 1 /'0. /'0. /'0. 'Z 12- wIDe RISER (INDUSTRY STANDARD) ROOF PANEL / ~[] l . ep,$. CORE 48" COMPOSITE ROOF PANEL [NDUSTRY STANDARD) I l< . '" 1 J " . 48" ... ...~ ...',.., . ......., , .......... . ....,..... . ..... -...... .......... . .....,... ,',.. . . . . . . . . . 1 ASS EZ-LOK 3- x 0.024- x 48- ROOF PANEL l' :z: ~ Ie . ..' 1 ..<..If J' _ 1 RlGD NSUl.ATlON ~, /..... ~- W TYPICAL INSUlA TED P ANE1.. r y . ;~ AL.l.NitUot SI<I'l 2" x 2'" PAllO EXTRUSION $De PAtB.. COt-H:CT1ONS VAAY (DO NOT AffECT PAtB.. SPANS) y S8..ECT p.va.. DEPTH ffi()M TABlES " <l.O5O" -J. I- I- Q .. A . O,M 'nZ WT . 0,78 PU, Ix . o.e. 'n4 SX . o.~ 'n I 0063 - T8 x ~ 'r x 3- x 0.050- PAllO EXTRUSION 0.0146" AllMUot COVER PAN OR CONTNJOI..l3 AllMUot s.eT NOTE: O'lER POSSeLE EXltfJSlON SECTlONS NOT SHOWN SEE ENGrftf'n) MAH..JAL. 13 lC 5/8" COAAOSION REsa9TlVE WASH;R H:ADED S<:H:WS AT 24' O,C, Al ~ TE .8 lC 5/8" SM3 WI 112" ~ WASHJ\ NOTE~ 1. NSTAU. RIG[) FOAM NSll.ATlON NTO AI..l..I.'I-UA ROOF PAN. 2. COVER NSU.ATlON wmi 0.019" PROTECTOR PAIS. WITH 0VEFt..APPt<<l seAMS. 3. NSU.A noN PNe. SHAlL. Be Q.OSED WITH Al1Mu.t eo C)p TO SECLflE f'tAca.ENT AH:J TO OISCOlIVoGE nE ~STNG (;A' wux.Ee AH:J OR NSCCT3. .... PROTECTOR PNe. 'NlJ.. Be SECl.flED BY .8 lC 5/8" COFf'lOSION RESlSTlVE WASI-ER ~~ 5. SCfEW PA~ 'NlJ.. BE ta" ON AU. PERIwET'ERS AH:J 24' o.c. FBJ) ON EAai PA.'EL. So All..IMo.t eo C)p 'NlJ.. BE ATTAa-ED wmi (3) #&112" COAAOSION REsa9TlVE WASH;R ~~ _ __L_.~::::"_:_.,,":_~_~__,___:' .r.::J'l~__ _ _, ,.-.____ _, ._,_____ _______._ ,____,_________n_~'_._~----. -~--I'--"-'---- . --.'.- .._._~~-;.;...- .-_.~.....-.__._-_._.,;....~- .q-- l' lC 'l: lC 0,0<<' .q-- 'l: lC 'l: lC 0.0<<' CONVERSION DET AL 1 r .~~ l r r l' lC 2.125" lC l' lC 0.0.0- REC8Vt<<l ~ EACH $De ATTACH ClWHl..S TO EXlSTNG 'l: lC 'l: POST I- J , EXlST'NG It' lC It' lC 0,0<<' lFRIGiT WNXJW FRAI.E CONVERSION DET AL 2 SCREEN ROOM TO GLASS ROOM CONVERSION DETAILS I./) :::E o o a: ...J >- ~ > Q Z c:( I./) I./) c:( G ~ ~ () I./) ~~~ -- ~ ~ . - a f: ~I~~I Q) <'" m Qi~ uj;~~~ g,wd~ ~ig Ijg~ OF 6 7 Table 10: Allo....-able Spans for Roof Pan Panel Products for Various Loads Industry StanlUrd Products 3105 H-14 or H-Z5 Aluminum Alloy Table 12: Allowable Spans for Roof Pan Panel Products for Various Loads It>dustry Standard Products 31 OS H-ZS Aluminum Alloy na na na na na 4'~" 14'-6 13',7" 12,'" 12'.7" 1".10- 4'.0- 3' . 12" . O,UZ5' roane'S O~n Buildings Enc los ed Buildings Wind Applied Uverhang Condition . Applied vvernang t,;ondltlon Region Load NONE ,'.0- 2'.0" )'.0" 4'.0. Lo.d NONE 1'.0" 2'.0. )'.0. 4'.0. -'lIZ'M,PK " Hf," 1 {, " IT. 1 10 '. 2~ ,.' 10" '0 " '"-4 lO... 1\0 M,P,H, ,U I ~-6 ",. 10 ., : ,".' " j~ 1,10" ".., '0... '''' , 20 M,I',H, ,0 ", 14.. ", iOY 10-6 ., JU, " -6 "'.., '0 .., , 25 fof,I',H. ". ,,, " '" ,JU ,. ,0 ,. -11 10, '.,- 'O',~' lU"., , ,.," "'"" ,~'. 140 fI.1' ,H, o. I, -4 ,..., , 2', 10" 1. '. 56 ,'-4- '.., i U" "'-4' 3" . 12" . 0,032" Panels Open Buildings Enclosed Buildings Wind Applied Overhang Condition Applied Ove rha ng Condition Region Load NONE ".0" 2'.0- )'.0" 4'~- LOid NONE "~" I 2'.0" )'.0" 4'.0" lal fI,I',H, 1/ '-4 ~" '~',~- LU-.J LU' 2~ ..,u ,. ." 10-4 10," I.,IU' 110 "",1' ,H, 'U ,'u 10... ,. ,10" 1,'-0 J5 10'-0 10 ,( ,. " "'~ f2l1Y,PX 20 10'.{' 15',.' II', 1/-0 10 " 4' ,.'" 1< ,( 10.1 '0 'lU 1. 'lU 125M,P,K ,0 "" 1~'~' 10", '0 ". ,( .~ ,I,' ,,'.,' ,,"..,' '0 -4 10-4 UOM,I'X J' ,. ' 1.'.... 1.'-6 " ,0 .. ~o -0 ,U "U , ... "'.., ,~ -4 na na na 1,y," . '2" x 0,026" Panels O~n Buildings Applied erhang Condition Load NONE ,'.0" r.o- )'.0" 4'.0- Applied Load Enclosed Buildings Overhang Condition NONE 1'.0- 2'.0. J'.o" 4'.0- Wind Region na na na na Note: Total roof panel width" rOom width plus 'Nail width plus o\erhang, Table 13: Allowable Spans for Industry Standard COlll'Osite Roof Panels Aluminum Alloy 31 05 H,14 or H-25 1,0 EPS !;ore Density F<lam na na na Note: Table 11: Allowabre Spans for Roof Pan Panel Products for Various Loads IndUStry StanlUrd Products 3105 H-14 or H-25 Aluminum Alloy Enclosed Buildings rhang Condition ,'.0" 2'-0" 3'.0" 4'~" , ,', '2',go 10'.10 12'," 10'.3 \1',7 !J,1' "',' !J" 10"~' 4'.0" Note: Total roof panel width = room width plus wall width plus o~mang, Note: fotal roof panel width ~ room width plus waif width plus O~at1g, OF .~.,~- .':<-~> . "'.'S..,j,''''',"'C"li,*~L=~-""S",,,,-_~ ", ----.-~~,<, ., ="'~;~"'~~""'r,,(~"'!'~- ~%','i;~~""",,,,, . ""L.,,p ","",-,-"'-.-...---- (/) ~ o o a: ...J >- ~ > ~ oc( (I) (I) oc( r1 ~ w a: () (I) 7 7