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Home My WebLink About00-9193 BUILDING PERMIT /iO. t!9 BUILDING ? r c;.(.i S, - ELECTRICAL CITY OF ZEPHYRHILLS (813) 788-6611 ?~. l3I PLUMBING Permit 09193 ,/:lid/oO I Date MECH\NICAL Sewer Conn Water Conn: Property Owner: L,krl<ti! s }It <: L ey Job Address: ]'16'16 .AMe~y(.+ U.)o....y Parcell.D. # JL{ - J ~ 11. 0(1 <)"0 - 000 () () Water Meter: T,I.F.'s: Zoning: Descriotion of Work Energy Code: f'\ c:A' ().... PI1 r'r & 21l ("') l'" Sb Radon Gas: U.- FINAL C.O. f-3--CJ 0 DATE NO OCCUPANCY BEFORE C.O. Complete Plans, Specifications and Fee Must Accompany Application. AJI work shall be performed in accordance with City Codes and Ordinances. DATE Permit Fee ,....signature Company Address ........ Telephone# Valuation or Contract Price 51 '5~u qE ( , City License Registration # J ~ (11 State Certified License# 7(5 ~'7)'-Z3 P~...b, Afo Z Atu l.l ( BUILDING ELECTRICAL PLUMBING .J1I1... ME HANICAL Tp. Servo Rough Inv~:5...4-0t!J,91L Meter Can Const. Pole Pool Pre-Meter Final SlB I-~ /-~O .2;< Tub Set .2.'-24-(!)('!).$1C. Water Sewer Final Breakers Ducts Insl. Compressor Final Ftr. Pre SlB Lintel ~ FRM. h~/-('}(J) ~tf- Insul. Cl WL Driveway 2-"2-- oC!) ~. 2~{ {-aY & K-- REINSPECt FEES: When extra inspection trips are necessary due to anyone of the following reasons, a charge of Fi teen and 00/100 Dollars ($ 25.001 shall be made for each trip for each trade: a. Wrong Address b. Condemned work resulting from faulty construction. c. Repairs or corrections not made when inspection called. d. Work not ready for inspection when called. e. Permit not posted on job site. f. Plans not at job site. g. Work not accessible. The payment of inspection fees shall be made before any further permits will be issued to the person owning same. /~~'''?I APPLICATION FOR PERMIT . tuJ C I' J j ,I CITY 01' ZEPHYlUIILLS L.- \ 1 ~ A () BUILDING DEPAR ,./OCD D RECEIVED '. tl t> tj10 PLANS REVIEW I'D :E::RE741?;c~~P~ LEGAL DESCRIPTION: LOT (S) d t BLOCK ;;) G, SUBDIVISION;;) I PARCEL ID #' p;l-c?&-Cl-/~ 0 OS-O - e00l5{)2(/ (OBTAIN FROM ;ROPERTY TAX NOTICE) WORK PROPSED: ~ONSTRUCTION 0 ADDITION DALTERATION 0 REPAIR 0 INSTALL PHONEJI3- 0;).) -5501 o SIGN PROPOSED USE: DSGL FAMILY DWELLING o COMMERCIAL o MOVE o DEMOLISH DMULTI - FAMILY o INDUSTRIAL 0# OF UNITS o SWIMMING POOL o MOBILE HOME o OTHER BUILDING SIZE o RESTA. URANT !J HEALTH DEPARTMENT APPROVAL Male/' I6rV - , SQUARE FOOTAGE 1{) 5 ~ HEIGHT '1 DESCRIPTION OF WORK RESIDENTIAL: COMMERCIAL: ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION. PERMITS REQUESTED ~LDING $-2f,3S-u Dp / VALUATION OF TOTAL CONSTRUCTION o ELECTRICAL AMP SERVICE o FLORIDA POWER o W.R.E.C. o PLUMBING o MECHANICAL $ o GAS o ROOFING o SPECIALTY VALUATION OF MECHANCIAL INSTALLATION o OTHER TYPE OF CONSTRUCTION: 0 BLOCK o FRAME o STEEL o OTHER FINISHED FLOOR ELEVATIONS IS PROJECT IN FLOOD ZONE AREAD YES o NO BUILDBR SIGNATURE COMPANY STATE CERT OR REGIST CITY PROCESSING # SIGNATURE ~~~C~ COMPANY STATE CERT OR RE 1ST CITY PROCESSING # /&L- L:-C::- &01:7 b-,? . ELECTRICIAN ***************************************************!***~~****** ~ PLUMBD. ~ ' COMPANY /Jul/f u,H/b/l4J- ,; ....../2 STATE CERT OR REGIST # SIGNATU,,% /;!ZJ:: ~ CITY PROCESSING # 2. ( I Q. ***********~****************************************************** IdBCRANlCAL COMPANY STATE CERT OR REGIST # CITY PROCESSING # SIGNATURE ***************************************************************** OTIIBR COMPANY STATE CERT OR REGIST # CITY PROCESSING # SIGNATURE ***************************************************************** CONDITIONS OF PERMIT AFFIDAVIT A.. NOTICE OF DEED RESTRICTIONS The .undersigned understands that this permit may be subject to ~deed restrictions"-which may be more restrictive than City regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the City of Zephyrhills Building Department, 813-788-6611. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the ~ContractorSections" of this application for which they will be responsible. If you, as the owner signs as the contractor, you are indicating that you, rather than the contractor, are responsible for the work. If the contractor wishes you to sign as contractor that may be an indication that he is not properly licensed and is not entitled to permitting privileges in the City of Zephyrhills. C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES D. CONSTRUCTUION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED) I certify that I, the applicant, have been provided with a copy of ~Florida's Construction lien Law - Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other that the ~owner", I cerify that I have obtained a copy of the above described document and promise in good faith to deliver it to the ~owner" prior to commencement. E. CONTRACTOR' S/OWNER' S AFFIDAVIT I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning, and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other governmental agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: *Department of Environmental Regulation-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment *Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses *Army Corps of Engineers-Seawalls, Docks, Navigable Waterways *Department of Health & Rehabilitative Services, Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks *U.S. Environmental Protection Agency-Asbestos abatement I also certify that, if fill material is to be used in Flood Zone ~A" or ~A,etc.H, it is understood that a drainage plan addressing a ~compensating volume" will be submitted which is prepared by a professional engineer registered in the State of Florida prior to permit issuance. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction, or violations of any code. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of issuance, or if work authorized by the permit is suspended or abandoned for a period of six months after the time the work is commenced. One 90 day extension of time may be allowed for the permit with fee charge of $15.00. The extension shall be requested in writing to the Building Official. An approved inspection must be logged during each six month period, or the project will be considered abandoned. WARNING~O 0 ER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWI ,. FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU I D TO OBTAIN FINANCING, CONSULT WITH YO ~NDER OR ATTORNEY BEFORE RECORDING YOUR I E OF COMMEN ENT. J UNDER $2, 50 I~I\rALUE DO T NEED TO RECO AND POST A ~NOT CE F COMMEN NT". h~ S acknowledged 19_ STATE OF FLORIDA COUNTY OF The foregoing instrument was Before me this _____day of by STATE OF FLORIDA COUNTY OF The foregoing instrument was Before me this _____ day of by acknowledged 19 (name of person acknowledged) [1ho is personally known to me, or (name of person acknowledged) Dwho is personally known to me, or o who has produced (type and whoD did 0 did not of identification) take an oath. o who has produced (type of identification) and who 0 did Oiid not take an oath Signature of person taking acknowledgment Signature of person taking acknowledgement Name typed, printed or stamped Name typed, printed or stamped ~"( 'v~Y yv- /I TO 2- A'-- '\.) M . LoT 2 I \ ~M..~0 IJ+. SQ. FEET PRICE MAIN OR LIVING AREA OTHER AREA UNDER ROOF OTHER I / ,,, )0.'" (~~l CJi. BUILDING: /5D ~~~ ELECTRICAL: 2.-'::;, uO PLUMBING: 2-<;, ttou MECHANICAL: rJ/Pt RADON: 10, 5~ CREDIT: Ai A C 1-1t5-LK... I f AU- L<::;T F6-P- s rl\ , I) SEWER: f\J 11+ WATER: I TOTAL: ~ I T.lpsl /JIll -V cAL- " ZtfO , 5b I ,.".""""..t'f"',..,....l.-..-....~,. "" 'TI"1~" "'11 " ~,oJ ' oJ, "J. " _ 7~-- --. ;f' ;1' ~ " ':. , , Ia: f)RJf'C~f\I_ ~;UBrl1 r [\~j;iE--(~--- ~ f, A. :t ,.co jl[I[Hi: 35 -___ _ _ ~~L~~ j (~\ 1'--( I _.~. - ---- --.-- -.. ~ P-CNi:~I(),_ \7 ':::>; _f...n..... fh U lIce ,~.+- ,_.._.1,...::_-'->.... V l~ h,) -Eny prop)~ r ~1 f' -- ---iT f - j -; ~--tf;f ,~""-I I ./ (. --(,---'- '------- !' .-< ..... ~,('.i:._._ -- C.:: - _/Y~.n_ ;; _1.].. _(L___ _ ,~r i..' '."J'~ , .I ,.'" ,I (-..~ -- .'(;::e' :'':;',----C-/';,,- ------f:.."'----- - _ ___l,:::::,,{=~~ f ~~;~?~~~~ -' --?f~--;-;:;:T:-.;- I//",C.f" =~:)~~~.-;~=l '1/ _I _..___________________._"________ __ ________________ ~~;77T,Jt',/..:::; -1:"_ - - : --~.3---, -: ~ --~-- ..L__*'\ -.. ---- +-j ::.-,---,-----;:p-'::-----::;----_:::--:::--r-----------j j=,.!A.... !.__'-::"--:'.':._~!..._!.=~{..":.~--!:: __.:......~_ /(..:. (/ ,I -L-~~2__C_;_____"____L__=L~~~_...J =::'?!-J7~~:-~",L {I '.9 5o~r-:-~ - ;r~f~="-/>c~;' ,;{-=;ik/,i;~-I-5L~___- __j A!I ~tf?rt;lj~~ b~iranf~~ed(:;~;:t,E:~fts f~e~fiel ~flhe '~~ve vS;-;k 't~1;'; ~~i;~led i~~i~r~; v7;tf0the d~a~(n~s and specifi- i catlonts~Jrj;t~?r- ~16~ft \NBJ~;a?r17~I~p ~-~~tantlal workmanlike manner for the sum Of~____________~ ----J..2i~-1c---;u-----..---~".~--#-----:-;t-.------r-;-/--7T--_- .' . ~",- Dol.~rs. ($----- ) i 'th r. ",.I CUb / iD Ii f/II...'- ,. ....(2/1, ,.,vi/, i/:....../~/ ' ('?c' "7 .r)j.'1 ,. I" I C:/C<<:/..!~. ", I WI pClymen 0' ( e n1aoe as 0 Ows_ ' . . v -. - (../ ,-..' 'J.LJ ...--"" ,/-- / - /" "" -,,:..,L~ :/ /'"', , "I -,..-j (~__ .((t.{~^: ..- .' . ,/ /( / ,..,,,, ,/ .- . /' ,--." . Respectfully submitted C:,- ,,t;../ Any alteration or deviation from above specifications involving extra costs will be executed only upon written order, and will become an extra charge over and above the estimate, All agreements contingent upon strikes, ac- cidents. or delays beyond our control. ,!"'-:-'-.,".c:.<'"........-.... ?-'.'~'- ,'. . i ,,' .' / "-rLz",,/ Per Note- This proposal may be withdrawn by us if not accepted within_ days. ACCEPTANCE OF PROPOSAL The abO've prices, specifications and cO'nditions are satisfactO'ry and are hereby accepted. YO'u are auth~ed to' do the work as specified, Payments will be made as outlined above. . . ~ / J ~natuceX,~ fl,U/(l l~Cl Signature Date \ (~ J h) ..)P(Zl.A 2. OOD r;Adams NC 3818-50 MADE IN USA Proposal .......x...~.... ..' ~. 4- ~ ...... b ~~. ~ ~~, S' ,I. .~ " ~ 4:- -i 5 f.f . ~ {vb.- 5fZT81a, l~~ 3~ (.... ~t~ ~ i -( , '"'~ 'fJ~ \f)b \.J~ ' \ ~ . ,I _ \; -€I b "{\ D ":J \ J.}. ~ \ \{-.. . 0P) ~ ~-\~ -:\ ~v .,- .Jl" '~r~ i (QJ ~ ~ V \~ I~ ~ ~\ f' & t~t S~ ~~ ~J D ~,.f: ~ ;;J-;i>1~ ~ ~ f"+' I ,) " , [I yk S" ItT~ I - ALL Oh,," LL COMPLY WITf ALL l)F: ' A lLING CODES, STAl' '>\!,.l~J) r ~'.JG, PLUMBING, ME(' a .\" '1 AND CITY ,. ..... '-_ 1J. ,'. OF L'r ,P t . \,;rl's li\ ~ i\ · J ~~ < ~ . \\ '\ \ Vf \ 'r\~ if t\O~ {< ,~ ~ ~t. ,c, If SECTION 7 SOLID ROOF PANEL PRODUCTS .F.1i1~~"" Allowable Spans for Industry Standard Riser Panels for Various Loads Aluminum Alloy 3105 H-14 or H-25 3" x 12" x 0.019" Riser Panels Open Buildings Enclosed BulidlnQS Wind Applied OverhanQ Condition Wind Applied OverhanQ Condition ReQion Load NONE 1'-0" 2'-0" 3'-0" 4-0" ReQion Load NONE 1'-0" 2'-0" 3'-0" 4'.0" 102 M.P.H. 17 10'_11" 11'-2" 11'.B" 12'-6" 13'.7" 102 M.P.H. 29 B'.S" B'.7" 9'.4" 10'.4" 11',,''' 110 M.P.H. 20 10'.1" 10'-4" 10'.10" 11'.9" 12'.11" 110 M.P,H. 35 7'..B" 7'..11" B'.7" g' g" 11'.1" 120 M.P.H. 23 g'.S" 9'.B" 10'..3" 11'.2" 12'..4" 120 M.P.H. 41 7'..1" 7'..4" 8'.1" 9'.3" 10'.8" 125 M.P.H. 26 8'.10" 9'.1" 9'.9" 10'.B" 11'-11" 125 M,P.H, 45 6'.9" 7',0" 7',10" g'O" 10' 5" 140 M.P.H. 32 7'.11" B'.3" 8'-11" 9'.11" 11'.4" 140 M.P,H, 56 6'.0" 6'.4" 7',3" 8' 6" 10' A" 3" x 12" x 0.026" Riser Panels ODen BuildinQs Enclosed BuildinQs Wind Applied OverhanQ Condition Wind Applied Overhang Condition Region Load NONE 1'.0" 2'-0" 3'-0" 4'-0" Reaion Load NONE 1'.0" 2'-0" 3'.0" 4'.0" 102 M.P.H, 17 13'.11" 14'.1" 14'.6" lS'.2" 16'-0" 102 M.P.H, 29 10'.8" 10'.10" 11'.4" 12',3" 13'.4" 110 M.P.H. 20 12'-10" 12'.11" 13'.S" 14'.2" lS'.1" 110 M.P.H. 35 9'..B" 9'..11" 10'.6" 11'.5" 12',7" 120 M.P.H. 23 11'.11" 12'.1" 12'.7" 13'.4" 14'.5" 120 M.P.H, 41 B'.ll" 9'.2" 9'-10" 10'.9" 12'.0" 125 M.P,H. 26 11'_3" 11'-5" 11'..11" 12'.9" 13'.10" 125 M.P,H. 45 8'.7" 8'.9" g'.S" 1O'.S" 11'.8" 140 M.P.H. 32 10'.2" 10'.4" 10'.11" 11'.9" 12'.11" 140 M,P,H 56 7'.B" 7'-11" 8'-8" 9',9" 11'.1" 3" x 12" x 0.032" Riser Panels ODen BuildinQs Enclosed BUlldinQs Wind Applied OverhanQ Condition Wind Apphed OverhanQ Condition Region Load NONE 1'-0" 2'_0" 3'-0" 4'-0" ReQion Load NONE 1'-0" 2'-0" 3'.0" 4'.0" 102 M.P.H, 17 15'.S" lS'.6" lS'.ll" 16',6" 17'.4" 102 M.P,H, 29 11'.9" 11'.11" 12'.5" 13' 3" 14'.3" 110 M.P,H. 20 14'-2" 14'.4" 14'-9" 15'.5" 16'.3" 110 M.P,H, 35 10'.9" 10'.11" 11'-S" 12'.3" 13'.5" 120 M.P.H. 23 13'.3" 13'.5" 13'.10" 14'.6" 15'.6" 120 M,P,H, 41 9'.11" 10',1" 10'.8" 11',7" 12'.9" 125 M.p.H. 26 12'.5" 12'-7" 13'.1" 13'.10" 14'.10" 125 M.P.H. 45 9'.5" 9'8" 10',3" 11'.2" 12'.5" 140 M.P.H. 32 11'-3" I 11'.5" 11'.11" 12'.9" 13'.9" 140 M.P.H. 56 B'-6" 8'.9" 9'-4" 10'.5" 11'.8" Note: Total roof panel width = room width plus wall width plus overhang, 1lIF.1i1~.a. Allowable Spans for Industry Standard Riser Panels for Various Loads Aluminum Alloy 3105 H-28 3" x 12" x 0,019" Riser Panels Open BuildinQs Enclosed Buildings Wind Applied OverhanQ Condition Wind Apphed Overhang Condition Region Load NONE 1'.0" 2'.0" 3'.0" 4.0" ReQlon Load NONE 1'.0" 2'.0" 3'.0" 4'.0" 102 M.P.H. 17 12'.9" 12'.11" 13'.4 ' 14 I" lS'.O" 102 M,P,H 29 g,g" 9,' '" 10'.6" l1'S 12',7" 110 M.P,H, 20 l1',g" 11'.11" 12' 5 132" 14'.2" 110 M.P.H 35 8',10" 9 '" 9'9" 1G'.8' "',"" 120 M.P.H, 23 10'.11" 11',1' 11',b '':<.i'' 13'1' 120 MPH 41 ti' ;" t , 'J' I' liJ' :)' '1 ." 125 M.P.H. 26 10'.3" 10'-0" 11'.0' 11',11" 13'.0" 125 M,P.H 45 7',' A" 8,'" 8 ,9" 9' '0. 11',2" 140 M.P,H. 32 9'.3" 9'.6" 10'.1' 11'.1" 12'.3" 140 M,P,H, 56 7'.0" ~'.3" 8' 1" S'.3" 10',8' 3" x 12" x 0,026" Riser Panels Open Buildings Enclosed BUlidings Wind Al'plied Overhanll Condition Wind Applied Overhang Condition ReQlon Load NONE 1'.0" 2'.0" 3'-0" 4'.0" ReQlon Load NONE 1'-0" 2'..0" 3'.0" 4'.0" 102 M.P,H. 17 16'.2" 16'.3" 16'.8" 17'.3" 18'.0" 102 M,P,H, 29 12'.4" '2'b 12'11" 13'.9" '4',9" 110 M.P,H, 20 14'.11" 15'.0" 15'.5" 16'.1" 16'.11" 110 MPH, 35 11'-3" 11'S l' " ,- 'j" 13' 10" 120 M.P.H. 23 13'.11" 14'-0" 14'.S" 15'-1" 16'.0" 120 MP,H, 41 10'.5" 10'7" " 2' '2 0' 13,'" 125 M.P,H. 26 13'.1" 13'.2" 13'.B" 14'.4" 15'-4" 125 M,P,H, 45 9',11" 1e ,. I CJ'R 1 :' -" 12 S" 140 M.P.H. 32 11'.9" 11'.11" 12'.S" 13',3" 14'.3" 140 M,P,H, 56 8'1'. 9 l' ~'g' ~~9 '1' 1,. 3" x 12" x 0.032" Riser Panels Open Buildings Enclosed BUlldlnQS Wind Applied OverhanQ Condition Wind Applied Overhang Condition Region Load NONE 1'-0" 2'.0" 3'.0" 4'..0" ReQlon Load NONE 1'.0" 2'.0" 3'-0" 4'.0" 102 M.P.H. 17 17'-10" 17'.11" 18'.4" 18'.10" 19'.7" 102 M,PH, 29 13',8" 13'.10" 14'.3" 14'.11" lS',10" 110 M.P.H. 20 16'-6" 16'.7" 16'.11" 17'.6" 18'.4" 110 M,PH, 3S 12',5" 12',7" 13'-1" 13'-10" '4',10" 120 M.P,H, 23 15'.4" 15'.6" lS'.11" 16'..6" 17'.4" 120 M,P.H, 41 11'..6" 11',8" 12'.2" 12',11' 14,0" 125 M.P.H, 26 14'.5" 14'.7" 14'.11" 15'.8" 16'.6" 125 M,P,H, 45 10'.11" 11'.2" 11'.8" 12'.6" 13'.7" 140 M.P.H. 32 13'.0" 13'-2" 13'.B" 14'.4" 15'-3" 140 M.P.H, 56 9'..10" 10'.1 " 10'.8" 11'.6" 12'.8" Note: Total roof panel width = room Width plus wall Width plus overhang Lawrence E. Bennett, P.E. CIVIL ENGINEER. DEVELOPMENT CONSUL TANT P,O, BOX436B, SOUTH DAYTONA. FL 32121 TELEPHONE (904) 767-4n4 FAX (904) 767-6556 SEAL PAGE 178 @ COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRIITEN PERMISSION OF LAWRENCE E BlNNEIT P E SCREEN, VINYL & GLASS ROOMS _F.1i'1~W""'_ Allowable Upright Heights Screen, Vinyl and Glass Rooms Aluminum Alloy 6063 T-6 2" x 2" x 0.055" Hollow Extrusion Wind Zone Load 102 M.P.H. I 110 M.P,H, T 120 M.P.H, 1 125 M.P.H, I 140 M.P.H. Width ADDlied Load 19 # 150. Ft. 23 # lsa. Ft. 26 # ISa. Ft. 29 # ISa. Ft. 36 # 150. Ft. 36" 12'.3" 11'.1" 10'.5" 9'.11" 8'.11" 42" 11'.4" 10'.3" 9'.8" 9'.2" 8'.3" 48" 10'.7" g'.7" 9'.1" 8'.7" 7'.8" 54" 9'.11" 9'.1" 8'.6" 8'.1" 7'.3" 60" 9'.6" 8'.7" 8'.1" 7'.8" 6'.11" 66" g'.O" 8'.2" 7'.g" 7'-4" 6'-7" 72" 8'.8" 7'.10" 7'.5" 6'.11" 6'.3" 78" 8'.4" 7'.7" 7'-1" 6'.9" 6'.0" 84" 7'.11" 7'.3" 6'.10" 6'-6" 5'.10" 90" 7'.g" 7'.0" 6'.7" 6'.3" 5'.7" 2" x J" x 0.050" Hollow Extrusion Wind Zone Load 102 M,P,H. I 110 M.P.H. T 120 M.P.H, r 125 M.P.H, r 140 M.P,H. Width ADDlied Load 19" 150. Ft. 23 " Iso. Ft. 26 # 150, Ft. 29" 150, Ft. 36 " Iso. Ft. 36" 16.10" 15.3" 14'-4" 13'.7" 12'.3" 42" 15'.7" 14.2" 13'-4" i2'.T 11'.4" 48" 14'.7' 13'.3' 12.5" 1 1 _~. 10.7" 54" 13'.9" 12'.6" 11'.8" 11'., 9'.11" 60" 13'.0" 11'.10" 11'.2" 10.6" 9'.6" 66" 12'.5" 11'-3" 10'.7" 10'.1' 9'.0" 72" 11'.11" 10'.10" 10'..2" 9'.7" 8'.8" 78" 11'.5" 10'.5" g'-g" 9'.3" 8'.4" 84" 11'.0" 10'.0" 9'.5" 8'.11" 8'.0" 90" 10'.8" 9'.8" 9'.1" 8'.," 7'..g" Load 140 M.P.H. Width 29 # IS . Ft. 36#/5 . Ft. 36" 16'10" 15'.1" 42" 15'.7 13'.11" 48" 1':'.7' 13'.,,, 5"" 16'-11" 15'.5 13',9" 12.4" 60" 15.1" 14'.8" . 3'.0' "'.8" 66" 15'-4" 13'. ~ 1'" 12"-5" ".[ 72" '4'.8' ~ 3'.4 , 2'. 7' , ~ . ~ " 10.8" 78" 14'." 12,10 '2.' 11.5 '0'.3' 84" 13.7" '2'.4" 11.8 ' "'.0 9"'1" 90" 13'.2" I' ,1" 11'.3" 10'.8 9'.7" Notes: Glass Rooms The addilion of aluminum frame Windows with glass panes that are deSigned to 110 MP H. wind load reQuirement~ 10 the above upright sizes increases the str~ngth so that additional framing IS not required Using screen panel Width "W' (See typical glass room drawing ), select upnght reqUired from the maximum height allowed for each extrusion, Screen Splines on 3" side extrusion turned with 3" side parallel to sole plate Lawrence E. Bennett, P..E. CIVIL ENGINEER. DEVELOPMENT CONSUL TANT P,O, BOX 4368, SOUTH DAYTONA. FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767-6556 @ COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT, P E SECTION 3 SEAL PAGE 93 SECTION 2 ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS ---------------- en w Q: ~ ROOF PANEL SEE SECTION 7 ANCHOR (SEE DETAil FOR PAN OR COMPOSITE PANEL) FOR NUMBER OF BOLTS AND SIZE OF POST (SEE TABLE 2.3) BEAM AND POST SIZES (SEE TABLE 2.1.1, TABLE 2.1.2 AND I OR TABLE 2.2.1, TABLE 2.2.2) COLUMN NOTCHED TO SUIT SIDE NOTCH POST TO BEAM CONNECTION SCALE: 1/4" = 1" --- ---------------- en w ir ROOF PANEL SEE SECTION 7 ~ SIDE BEAM @ @ @ @ ANCHOR PER DETAil FOR PAN OR COMPOSITE PANEL FOR NUMBER OF BOLTS AND SIZE OF POST (SEE TABLE 2.3) 1 3/4" x 1 3/4" x 0,063" RECEIVING CHANNEL THRU BOLTED TO POST WI THRU BOLTS FOR SIDE BEAM (SEE TABLE 2.3 FOR NUMBER OF BOl TS) CENTER NOTCH POST TO BEAM CONNECTION SCALE: 1/4" = 1" BEAM AND POST SIZES (SEE TABLE 2,1.1, TABLE 2.1.2 AND I OR TABLE 2.2,1, TABLE 2.2.2) COLUMN NOTCHED TO SUIT SEAL Lawrence E. Bennett, P.E. CIVIL ENGINEER. DEVELOPMENT CONSUL TANT POBOX 4368, SOUTH DAYTONA. FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767.6556 PAGE @ COPYRIGHT 1999 64 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT, P E ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS SECTION 2 PAN OR COMPOSITE PANEL ROOF ------------------------------- '.J l CENTER OF BRACE CONNECTION FOR START OR END OF BEAM SPAN KNEE BRACE NOT REQUIRED FOR ATTACHED STRUCTURES KNEE BRACE REQUIRED IF POST NOT SET IN CONCRETE FOOTING o o o H-CHANNEL KNEE BRACE 2" x 3" x 0,050" KNEE BRACE WI (3) #10 x 1/2" EACH SIDE OF BEAM U-CHANNEl ON SIDE WI (3) #10 x 1/2" AND KNEE BRACE INTO POST AND (3) #10 x 1/2" EACH SIDE OF KNEE BRACE WI CORROSION RESISTIVE WASHER HEADED SCREWS KNEE BRACE TO POST DETAIL - BEAM PARALLEL TO ROOF SCALE 1/4" = 1" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSUL TANT PO BOX 4368. SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767-6556 SEAL @ COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT, P E PAGE 63 SECTION 2 ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS INTERNAL OR EXTERNAL RECEIVING CHANNEL SCALE: 1/4" = 1" 2" x 2" x 0.063" ANGLES 4 <:I INTERNAL OR EXTERNAL ANGLE CLIPS SCALE: 1/4" = 1" ALUMINUM TUBE COLUMN CONCRETE ANCHORS (SEE SCHEDULE) ~ EXTRUDED ALUMINUM BASE OR BREAK FORMED U-CLlP ~ ,- CORROSION RESISTIVE STEEL THRU BOLT PER SCHEDULE <:I CONCRETE SLAB OR FOOTING q 4 4 NOTE: ATTACHMENT DETAILS SHOWN REQUIRE DIAGONAL BRACING FOR FREE-STANDING COVERS TUBE COLUMN BASE SCHEMATIC INTERNAL BASE SCALE: 1/4" = 1" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSUL TANT P,O BOX 4368, SOUTH DAYTONA. Fl32121 TELEPHONE (904) 767-'l774 FAX (904) 767-6556 SEAL PAGE @ COPYRIGHT 1999 60 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WHlnEN PERMISSION Of LAv"klNLl I IlLNNl. II I'l ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS w ~ o :r: w ...J iIi o ~ C) z i= !:!2 x w SECTION 2 PAN OR COMPOSITE PANEL (SEE TABLES SECTION 7) TOP PLATE P.T. OR WI VAPOR BARRIER @ ALUMINUM ROOF 2 x 4 TOP PLATE @ ROOF 2 x 2 ALUMINUM OR 2 x 4 LUMBER #2 S.P.F, (MIN.) SHEATHING: 7/16" O,S.B. OR 1/2" PLYWOOD WI STUDS 24" O.C. OR STRUCTURAL GRADE THERMAL PLY WI STUDS@ 16" O.C. 2 x 4 PRESSURE TREATED PLATE WI 3/8" x 4-1/2" CONCRETE ANCHORS @ 4'-0" 0, C. (SEE SLAB DETAILS) ATTACH SHED OR ROOM WALL TO HOST STRUCTURE WI 1/4" x 3-1/4" TAPCONS @ 16" O.C, FOR MASONRY OR #16d COMMON @ 16" O.C. OR #10 x 3-1/2" FOR WOOD OR #10 x 2-1/2" S,M,S, FOR 1 x 2 ALUMINUM OR #10 x 3-1/2" S.M.S. FOR 2 x 2 ALUMINUM SHED IS FRAMED FOUR WALL STRUCTURE OR ATTACHED TO HOST MAXIMUM FLOOR AREA 200 SQ. FT. FLOOR AREA GREATER THAN 200 SQ. FT. USE SECTION 4 POST AND BEAM DETAILS AND TABLES SECTION 2 FOOTING AND CONNECTION DETAILS SECTION 2 UTILITY SHED AND CARPORT WALL SECTION SCALE: 1/4" = 1'.0. 1, SHEDS AND UTILITY ROOMS BUILT UNDER SECTION 2 SPECIFICATIONS SHALL BE LIMITED TO 16 FT. IN ROOF SPAN DIRECTION AND 200 SQ. FT, MAXIMUM AREA. 2, ALL WOOD FRAMING AND SHEATHING CONNECTIONS SHALL BE IN COMPLIANCE WITH STANDARD CODE 1997 CHAPTER 23, TABLE 2306.1 OR AS NOTED BELOW. CONNECTION FASTENER NUMBER I SPACING WALL SHEATHING 1/2" OR LESS #6 COMMON 6" O.C. EDGES AND 12" O,C. FIELD TOP OR SOLE PLATE TO STUD A END NAIL #16 COMMON 2 B, TOE NAIL #8 COMMON 2 SEE CONNECTION DETAILS (SECTION 7) ~ w ~ o :r: w ...J co o ~ C) z i= en x w Lawrence E. Bennett, P.E. CIVIL ENGINEER - D'EVELOPMENT CONSUL T ANT POBOX 4368, SOUTH DAYTONA. FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767-6556 SEAL @ COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT, P E SEE CONNECTION DETAILS (SECTION 7) 12" x PAN (SEE TABLES SECTION 7) USE 'W' TO SELECT PAN FOR REQUIRED SPAN ----- ---- 'W1' VARIES- FOR FRONT BEAM USE L = WI 2+0VERHANG PAGE 55 ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS SECTION 2 1-1/2" x 1-1/2" x 0,080" ANGLE EACH SIDE OF CONNECTING BEAM WITH SCREWS AS SHOWN @ @ @ @ @ @ W -l lD ~ a::: w Cl. ::I: ~ Cl. W C PRIMARY BEAM (SEE TABLE 2 1 1 AND/OR TABLE 2,12) CARRIER BEAM (SEE TABLE 2,1.3) MINIMUM #8 S.M.S. x 3/4" LONG NUMBER REQUIRED EQUAL TO BEAM DEPTH IN INCHES NOTE: EXTRUSIONS WITH INTERNAL SCREW BOSSES MAY BE CONNECTED WITH (2) #10 x 1-1/2" INTERNALLY CARRIER BEAM TO BEAM CONNECTION SCALE: 1/4" = 1" ANGLE OR RECEIVING CHANNEL NOTE: EXTRUSIONS WITH INTERNAL SCREW BOSSES MAY BE CONNECTED WITH (2) #10 x 1 1/2" INTERNALLY, MINIMUM #8 S.M,S. x 3/4" LONG NUMBER REQUIRED EQUAL TO BEAM DEPTH PRIMARY BEAM (SEE TABLE 2.1.1 AND/OR TABLE 2.1.2) W -l lD ~ a::: w Cl. ::I: ~ Cl. W C BEAM TO WALL CONNECTION: (2) 2" x 2" x 0,060" EXTERNALLY MOUNTED ANGLES ATTACHED TO WOOD WALL WITH MINIMUM (2) 3/8" x 2" LAG SCREWS PER SIDE OR (2) 1/4" x 2 114" CONCRETE ANCHORS TO CONCRETE OR MASONRY WALL ADD (1) ANCHOR PER SIDE FOR EACH INCH OF BEAM DEPTH LARGER THAN 3" (ALTERNATE) (1) 1 3/4" x 1 3/4" x 1 3/4" x 1/8" INTERNAL U-CLlP ATTACHED TO WOOD WALL WITH MINIMUM (3) 1/4" x 21/4" LAG SCREWS PER SIDE OR (3) 1/4" x 21/4" CONCRETE ANCHORS TO CONCRETE OR MASONRY WALL ADD (1) ANCHOR PER SIDE FOR EACH INCH OR CANTILEVERED BEAM DEPTH LARGER THAN 3" CARRIER BEAM TO WALL CONNECTION SCALE: 1/4" = 1" Lawrence E. Bennett, P.E. CIVIL ENGINEER. DEVELOPMENT CONSUL TANT P,O BOX 4368, SOUTH DAYTONA. FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767-6556 SEAL @ COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION Of LAWRENCE [ BeNNETT, P r PAGE 65 SCREEN, VINYL & GLASS ROOMS COMPOSITE ROOF PANELS: (4) 1/4" x 4" LAG BOLTS WI 1-1/4" FENDER WASHERS PER 4'-0" PANEL ACROSS THE FRONT AND 24" O,C. ALONG SIDES (WALK-ON) 2" x 2" OR 2" x 3" HOLLOW CHAIR RAIL AND KICK PLATE 2" x 2" HOLLOW RAIL POST ATTACHED TO BOTTOM WI MIN. (2) #10 x 1-1/2" S,MS, IN SCREW BOSSES EXISTING SLAB MAY BE USED IF IT IS IN GOOD CONDITION AND IT IS APPROVED BY THE BY THE BUILDING OFFICIAL (1) HILTI1/2" x 3-1/2" KBII- BOL TS APPROVED FOR 665# UPLIFT WI STD. PLATED CUT STEEL WASHER (1) 3/8" BOLT FOR 3" POST (2) 3/8" BOLTS FOR 3" x 4" POST SECTION 3 RISER PANELS: (3) #8 x 1/2" S.M.S. PER 12" PANEL HEADER ATTACHED TO POST WI MIN. (2) #10 x 1-1/2" S.M.S. IN SCREW BOSSES 2" X 2",2" X 3" OR 3" x 2" HOLLOW (SEE SPAN TABLES) FOR SNAP EXTRUSIONS CHAIR RAIL ATTACHED TO POST WITH MIN. (2) #10 x . 1-1/2" S.M.S. IN SCREW BOSSES 1" x 2" OPEN BACK BOTTOM RAIL 1/4" x 2-1/4" MASONRY ANCHOR @ 6" FROM EACH POST AND 24" O.C, (MAX.) Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSUL TANT POBOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767-6556 SEAL @ COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITIEN PERMISSION or LAWRENCE E BENNETI, P E ~ r <I TYPICAL UPRIGHT DETAIL SCALE: 1/4" = 1" PAGE 83 SCREEN, VINYL & GLASS ROOMS SECTION 3 (2) #10 x 1" S, M, S, INTO SCREW SLOTS ANCHOR 1" x 2" PLATE TO CONCRETE WI 1/4" x 2-1/2" CONCRETE ANCHORS WITHIN 6" OF EACH SIDE OF EACH POST AND 24" O.C. MAX. MIN, 3-1/2" SLAB 2500 PSI CONC. 6x6-10x10 W.W.M. OR FIBER MESH VAPOR BARRIER UNDER CONCRETE ~ BE wi / \DEf AL TERNATE CO ~CTll DETAIL 2" x 2" v 0063" M CONNECT UF , , - @ BCr\Iv1 I HEADER AND CI-11-\ RAIL ANGLE CLIPS MAY BE SUBSTITUTED FOR INTERNAL SCREW SYSTEMS 1" x 2" EXTRUSION 1-1/8" MIN IN CONCRE fE HOLLOW POST TO BASE AND HOLLOW POST TO BEAM DETAIL SCALE 1/4" = 1" 2" x 2" OR 2" x 3" OR 2" 5MB POST ANCHOR 1" x 2" PLATE TO CONCRETE WITH 1/4" x 2-1/2" CONCRETE ANCHORS WITHIN 6" OF EACH SIDE OF EACH POST AT 24" O,C, MAX. OR THROUGH ANGLE AT 24" O,C. MAX, MIN. 3-1/2" SLAB 2500 PSI CONC. 6x6-10x10 W.w,M. OR FIBER MESH VAPOR BARRIER UNDER CONCRETE o 0 ----- (4) #10 x 1/2" SMS, EACH SIDE OF POST HEADER BEAM H-BAR OR GUSSET PLATE 2" x 2" x 1/16" ANGLE EACH SIDE ATTACH TO POST AND CONCRETE AT LOAD BEARING W' LL WITH (2) #10 x 1/2" SM.S, EACH SIDE 1" x 2" EXTRUSION 1-1/8" MIN IN CONCRETE SELF-MATING POST TO BASE AND SELF-MATING POST TO BEAM DETAIL SCALE: 1/4" = 1" . .. Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSUL TANT PO BOX 4368. SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767-6556 SEAL @ COPYRIGHT 1999 NOT TO SF REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT, P E PAGE 81 SECTION 2 ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS Table 2.3 Schedule of Post to Beam Size and Number of Thru-Bolts Required Aluminum Alloy 6063 T ~ Beam Size 2" x 3" x 0.050" Hollow Tilt 2" x 4" x 0,050" Hollow 2" x 4" x 0.03a" x 0.100" Selt Mating Beam 2" x 6" x 0.050" x 0.120" Selt Mating Beam 2" x 7" x 0,055" x 0,120" Selt Mating Beam 2" x a" x 0,072" x 0,224" Self Mating Beam 2" x 9" x 0.072" x 0.224" Self Mating Beam 2" x 9" x O,Oa2" x 0,306" Selt Mating Beam he minimum number of thru-bolts IS two (2) Table 2.4 Minimum Post Size 3"x 3"x 0.060" Scalloped 3"x 3"x 0.060" Scalloped 3"x 3"x 0.060" Scalloped 3"x 3"x 0.060" Scalloped 3" x 3" x 0.093" 3" x 3" x 0.093" 3" x 3" x 0.125" 3" x 3" x 0.125" # Thru-Bolts L=D..'1," 1/4" III 31a" III 2 2 2 2 3 2 3 2 4 3 4 3 Existing Slab on Grade with unknown reinforcement Isolated Footing Dimensions.' 1'.{)" x 1'-0" x 1'-0" 1'-4" x 1'-4" x 1'-4" 1'-6" x 1'-6" x 1'-6" l'-a" x l'-a" x 2'-0" l'-a" x 1'-8" x 2'-6" 2'.{)" x 2'-0" x 2'-0" 2'-0" x 2'-0" x 2'-6" 2'-6" x 2'-6" x 2'-6" 2'-6" x 2'-6" x 3'.{)" U plitt Rating # 520 1000 1320 2040 2540 2640 3300 4000 4800 Maximum Attributable Roof Area in Square Feet 30 26 22 20 16 59 50 38 31 77 66 57 51 41 120 102 89 78 64 150 127 111 98 80 1 55 132 115 102 83 194 165 143 127 103 270 230 200 177 144 324 2Y6 240 212 172 "Notes: Isolated FOOling IS a poured concrele rectangular solid (Lenglll x W,dlll x Deplll) Slab on grade must be new or In good condlllon (1) aO# Bag (1) ao# Bag (1) ao. Bag rade with 80 II ba re-m,x concrete ana backfilled to race Maximum Attributable Roof Area in Square Feet 102 87 76 67 54 107 91 79 70 57 112 95 83 73 60 SEAL Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSUL TANT PO, BOX 436&, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767.6556 PAGE 72 @ COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT, P E ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS _1F.1 i1 r:.-"''''-III Height 1 1 . ~ 1'1 1 ..~ 11J 1J 17 10" Height 13.9" 16'.1' le'-4' 20.7" Height 15.9' 1.~' ~,' ~ 1 rl' 23.8' Wind Load = Applied Load = MaJl:lmum Load m Lbs 5 184 3888 3024 2,268 Load in Lbs 6.912 5,184 4.032 3.024 Load in Lbs 9312 G.984 5.432 4074 SECTION 2 140 MPH 162 122 95 71 ::'J0 291 218 170 127 ~5:' Steel Post Wmd Load = 102 MPH I 110 MPH I 120 MPH 125 MPH 140 MPH Applied Load = 17 #/Sq Ft I 20 #/Sq, Ft 23 #/S'1 Fl 26 #/Sq, Ft 32 #/5'1. Ft. Maximum Allowable Roof Area in Square Feet for Various Loads on Post Height Load in Lbs 3" x 3" x 14 Gauge Post - 46 k.s,i. Steel 19'.10 10050 591 503 437 387 314 21'.9" 7.430 43i 37~ 323 286 232 2J',Q' 5,638 332 282 245 7fT 176 25'.9" 4.371 257 219 190 168 137 Height Load in Lbs 3" x 3" x 11 Gauge Post - 46 k.s.i. Steel 19'.8" 15,870 934 794 690 610 496 21'.7' 11,730 690 08T 510 451 367 23'.6' 8,970 528 449 390 345 280 25'.6" 6,900 406 345 300 265 216 Height Load in Lbs 4" x 4" x 14 Gauge Post _ 46 k,s,j, Steel 26'.8" 12,650 744 633 550 487 39 29'.3" 9,350 550 468 407 36iJ 29 '37-0" 7150 421 358 311 275 ~ 34'.8' 5,500 3~4 270 239 212 1 Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSUL TANT POBOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767-6556 SEAL @ COPYRIGHT 1 ~199 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT, P E PAGE 71 SECTION 2 ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS .F.1i1r.w-"'..... Allowable Roof Beam Spans for Carports, Patio Covers, Screen Rooms, and other Open Buildings with Solid Roofs Aluminum Alloy 6063 T-6 Wind Zone = 102 MPH I 110 MPH I 120 MPH I 125 MPH I 140 MPH Applied Load - 17# I Sq. Ft. I 20# I Sq. Ft. I 23# I Sq. Ft. 26# I Sq, Ft. 32# I Sq, Ft. Load Width 2" x 6" x 0.050" x 0.120" Self Mating Beam 8' lS'-ll" 15'-7" 14'-7" 13'-8" 12'..4" 9' 15'-11" 14'-9" 13'-9" 12'-11" 11'-8" 10' 15'-2" 13'-11" 13'-0" 12'-3" 11'-0" 11 ' 14'-5" 13'-4" 12'-5" 11'-8" 10'-S" 12' 13'-10" 12'-9" 11'-11" 11'-2" 10'-1" 13' 13'-3" 12'-3" 11'-5" 10'-9" S'-8" 14' 12'-10" 11'-10" 11'-0" 10'-4" 9'-4" 16' 11'-11" 11'-0" 10'-4" 9'-8" 8'-9" Load Width 2" x 7" x 0.055" x 0.120" Self Mating Beam 8' 19'-4" 17'-10" lS'..8" 15'-8" 14'-1" 9' 18'-3" lS'..10" 15'-8" 14'-9" 13'-4" 10' 17'-4" 15'-11" 14'..11" 14'-0" 12'-7" 11' IS'-S" 15'-3" 14'-2" 13'-4" 12'-0" 12' 15'-10" 14'-7" 13'-7" 12'-9" 11'-S" 13' 15'-2" 14'-0" 13'-1" 12'-3" 11'-1" 14' 14'-8" 13'-S" 12'-7" 11'-10" 10'-8" 16' 13'-8" 12'-7" 11'-9" 11'-1" 9'-11" Load Width 2" x 8" x 0,072" x 0.224" Self Mating Beam 8' 24'-10" 22'-11" 21'-4" 20'-1" 18'-1" 9' ;13'-5" 21'-7" 20'-2" 18'-11" 17'-1" 10' 22'-3" 20'-S" 19'..1" 17'-11" lS'-2" 11' 21'-2" 19'-S" 18'-3" 17'-2" 15'-5" 12' 20'-4" 18'-8" 17'-5" lS'-S" 14'-9" 13' l&'-S" 17'-11" lS'-9" 15'-9" 14'-3" 14' 18'..9" 17'-4" lS'-2" 15'-2" 13'-8" 16' 17'-7" lS',2" 15'..1" 14'.3" 12'-10" Load Width 2" x 9" x 0,072" x 0,224" Self Mating Beam 8' 27'-2" 25'-1" 23'-4" 21'-11" 19'-10" 9' 25',ti.. 2~',8" 22'-0" 20'-9" 18'-ti" 10' 24'-4" 22' -5" 20'-11" 19'-8" 17'..9" 11' 23'-2' 21'-4" lS'-ll" 18'-S" 16'-11" 12' 22'-:2" 20',6" 19'-1" 17'-11" 16'-2" 13' 21'A" 19'-8" 18'-4" 17'-3" 15'-7" 14' 20'-7" 18'-11" 17'-8" IS'-7" 14'-11" 16' 19'..3" 17'-9" lS'-S" 15'-7" 14'-0" Load Width 2" x 9" x 0.082" x 0.306" Self Mating Beam 8' 29'-8" 27'-4" 25'-S" 23'-11" 21'-7" 9' 27'-11" 25',9" 24'.1" 22'-7" 20' -5" 10' 26'-6" 24',6" :>2'. 10" 21'S 19'-4" 11' 25'-4" 23'-4" 21'-9' 20' -5" 18'-5" 12' 24'-3" 22'-4" 20'-10" 19'-7" 17'-8" 13' 23'-3" 21'-5" 20'-0" 18'-10" 16'-11" 14' 22'-5" 20'-8" 19'-3" 18'-2" lS'-4" 16' 20'..11" 19'-4" 18'-0" lS'-ll" 15'-3" Notes: Above spans do nOI Include length of knee brace Add honzontallength of knee brace to above spans for total beam spans SEAL Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSUL TANT PO, BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767-6556 PAGE 68 @ COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT, P c FASTENERS SECTION 9 CONCRETE SCREW ANCHOR T-BOL T SPIKE EXPANSION BOLT DRIVE NAIL CONCRETE AND MASONRY ANCHORS SHEET METAL SCREW HEX HEAD TEK SCREW MACHINE BOLT WI NEOPRENE WASHER METAL FASTENERS NOTES: ALTERNATIVE FASTENERS MAY BE USED AS SHOWN IN THE DETAILS HEREIN, AND MUST MEET OR EXCEED THE SAFE WORKING LOAD VALUES SPECIFIED BY THE MANUFACTURER, AND SHALL BE APPROVED BY THE BUILDING OFFICIAL Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSUL TANT PO BOX 4368, SOUTH DAYTONA. Fl 32121 TELEPHONE (904) 767-4n4 FAX (904) 767-6556 SEAL @ COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT, P E PAGE 201 SECTION 8 rT 1.00. E ----'t- 0.044"- J ALUMINUM FRAMING COMPONENTS A = 0.24 in.~ WT = 0.28 p.l.f. Ix = 0.14 in. · Sx=O,18in.3 6063 - T6 f 1.98"1 005508 ~ 1" X 2" X 0.044" OPEN BACK SECTION SCALE: 114" = 1" f 1,98" T r=l----1< 0.032" 'CJ J A = 0.50 in.~ WT = 0.57 p.l.f. Ix = 0.28 in.. Sx = 0.37 in.3 6063 - T6 2" X 2" X 0.055" PATIO SECTION SCALE: 1/4" = 1" A = 0.32 in,~ WT = 0.37 p.l.f. Ix = 0.18 in,. Sx = 0,24 in' 6063 - T6 f 1.98"1 00550f + 1 j 2" X 3" X 0.050" PATIO SECTION 2" X 2" X 0.032" PATIO SECTION SCALE: 1/4" = 1" f 1.98"1 0036l + 1 ~ ~--'l. A = 0.64 in.2 WT = 0.74 p.l.f. Ix = 0.75 in.. Sx = 0.70 in.3 6063 - T6 SCALE: 1/4" = 1" A = 0.36 in,2 WT = 0.41 p.l.f. Ix = 0,19 in.. Sx = 026 In,' 6063 - T6 f2.00"1 r .. ~ : 0,055" + 2" X 2" X 0.036" PATIO SECTION SCALE: 1/4" = 1" f 1 .98" -r 8_-4- 0.044" + ~ --4, r . o C! '<:t J A = 0.75 in.2 WT = 0.86 p.l.f. Ix = 1.53 in,. Sx = 1.07 in,' 6063 - T6 2" X 4" X 0.050" PATIO SECTION SCALE: 1/4" = 1" A = 0,42 in,~ WT = 0.49 p.l.f. Ix = 0,23 in,. Sx = 0,31 in.' 6063 - T6 f 2,OO"-r 8--1 + 0 0044"- 7 -4 2" X 2" X 0.044" PATIO SECTION SCALE: 1/4" = 1" A = 0,61 in2 WT = 069 p.l.f, Ix = 0,77 in. Sx = 0,69 in,' 6063 - T6 2" X 3" X 0.045" PATIO SECTION SCALE: 1/4" = 1" Lawrence E. Bennett. P.E. CIVIL ENGINEER - DEVELOPMENT CONSUL TANT PO, BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767-6556 SEAL PAGE @ COPYRIGHT 1999 196 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITIEN PERMISSION OF LAWRENCE E BENNEn P E SECTION 7 SOLID ROO,F PANEL PRODUCTS 0,019" ALUMINUM COVER PAN OR CONTINUOUS ALUMINUM SHEET #8 x 5/8" CORROSION RESISTIVE WASHER HEADED SCREWS @ 24" O. C. ALTERNATE #8 x 5/8" S. M. S. WI 1/2" 0 WASHER. CW 1 .... ..... ...... .................. :>>''''.' .........."""...,.,.,.:.."'..'I~ .../ I 1 ........ ......... .. ..................... W TYPICAL INSULATED PANEL SCALE: 1/4" = 1" NOTES: 1. INSTALL RIGID FOAM INSULATION INTO ALUMINUM ROOF PAN. 2, COVER INSULATION WITH 0.019" PROTECTOR PANEL WITH OVERLAPPING SEAMS, 3, INSULATION PANEL SHALL BE CLOSED WITH ALUMINUM END CAP TO SECURE PLACEMENT AND TO DISCOURAGE THE NESTING OF WILDLIFE AND OR INSECTS, 4. PROTECTOR PANEL WILL BE SECURED BY #8 x 5/8" CORROSION RESISTIVE WASHER HEADED SCREWS 5. SCREW PATTERN WILL BE 12" ON ALL PERIMETERS AND 24" O.C. FIELD ON EACH . PANEL. 6. ALUMINUM END CAP WILL BE ATTACHED WITH (3) #8x1/2" CORROSION RESISTIVE WASHER HEADED SCREWS. Lawrence E. Bennett, P. E. CIVIL ENGINEER - DEVELOPMENT CONSUL TANT PO, BOX 4368, SOUTH DAYTONA. FL 32121 TELEPHONE (904) 7674774 FAX (904) 767-6556 SEAL PAGE @ COPYRIGHT 1999 176 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT, P E