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Home My WebLink About00-9211 BUILDING PERMIT CITY OF ZEPHYRHILLS (813) 788-6611 Permit 09211 Date J 1'1 I JOoO . oc.~ 40.- BUILDING EL~ICAL Property Owner:. ~l r I Fe. : .- ) e 'I Job Address: b()'-{o ~'t!::..51 - Parcell.D. # 0:1 - 2b 1/. 01 bo . OOIDo PLU~G MECH~" Sewer Conn Water Conn: Water Meter: T.I.F.'s: - OOSI pa. ~ : 0 Radon Gas: (.oV€./ I,~ , t::i.,J COY\GIe-k , Zoning: Descriotion of Work Energy Code: Sc...ree.'t room I NO OCCUPANCY BEFORE C.O. FINAL - Z S-~ 0 DATE Complete Plans, Specifications and Fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances, c.o. DATE Inspector Permit Fee 4A. bO -Signature \L:lc~~~ A'-'~ / . Company './ Address Telephone# 7&,9;- .5"3/ 'I Valuation or t10 Contract Price "5 :Loa.- City License Registration # I 8 State Certified License# ~""". BUILDING ELE TRICAL LUMBING ECHANICAL Ftr. ..z.... { '/-GO 5J IE 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 Ins. Compress r 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 ($ 25.001 shall be made for each trip for each trade: a. Wrong Address b. Condemned work resulting from faulty construction. C. Repairs or corrections not made when inspection called. d. Work not ready for inspection when called. e. Permit not posted on job site. f. Plans not at job site. g. Work not accessible. The payment of inspection fees shall be made before any further permits will be issued to the person owning same. APPLICATION FOR PERMIT CITlr OF ZEPJlYRHILLS BU~LDING DEPAR~~NT DATE RJl:CEJ:VJ:D } /'2 B I <J:o PLANS IUlWIIlW I'D OW~EH' S NAME C.ar LFa...lr t e.y JOB ADDRESS CDO 40 qi-k ST, PHONE PASCO PERMIT SERVICE 812 18i i114 LEGAL DESCRIPTION: LOT(S) BLOCK SUBDIVISION PARCEL ID II O;).-;).c.-;l./- 0/&0- (JO/OO-()OS-I WORK PHOPSED: ONEW CONSTHUCTION [J(ADD 1 '1' 1 ON IOBTAIN FROM PROPERTY TAX NOTTCF.) o ALTEIU\'l'1 ON o REPAIR o INSTALL Os I GN PROPOSED USE: OSGL F'AMILY DWELLING o COMMERCIAL o MOVE o DEMOLISII OMULTI-FAMILY o INDUSTHIAL 0## OF UNI'l'S o SWIMMING POOL o MOBILE HOME o OTHER DESCRIPTION OF' o RESTAURANT & HEALTH DEPAHTMEN'l' APPROVAL WOHK .sc.t"'e~n rDDrY')} ~tro rover) (lYld. rO'f1("re.-t~ ~e- pla.\L 5>> \ SQUARE F'OOTAGE HEIGHT BUILDING SIZE RESIDENTIAL: A'l"1'ACU (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. COMMERCIAL: ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. ."" PROPERTY SURVEY REQUIRED FUR ALL NEW CONSTRUCTION. 0( BU I LDING PERMITS REQUESTED $ 3';<00.00 VALUATION OF TOTAL CONSTRUCTION o ELECTRICAL AMP SERVICE o E'LORIDA POWER D W.R.E.C. o PLUMBING D MECHANICAL $ VALUA'l'ION OF MECIIANCIAL INSTALLATION !' o GAS D ROOFING o SPECIALTY o OTIIER TYPE OF CONSTRUC'l'lON: 0 Bl,UCK o F'RAME o S'l'EEL' D OTHER FINISHED F'LOOR ELEVA'flONS ,; IS PHOJEC'l' IN FLOOD ZONE AREAD YES D NO BUILD&I\ SIGNATURE COMPANY 8a..hr'~ AhU''''ln~ .... Hao::iwa..('e..r~. J/M~, - . . [IN'MJlfJ..v\ STATE CERT OR REGIST II ( -4 Al1JJ!~ CI'l'Y PROCESSING fI 19. '..~... ................................*************************** ELECTRICIAN S I GNA'l'U RE COMPANY S'l'ATE CERT OR REGIS'!' fI CI'l'Y PROCESSING II " .*********....*....*.........***......*..************************* PLUMBER COMPANY STATE CER1' OR REGIST II CITY PROCESSING " SIGNATURE SIGNATURE *.********~****************************........................... COMPANY S1'ATE CERT OR REGIST It CITY PROCESSING " MECllANlCAL ********.....*....................**.*.***********...*..*...***** OTHER SIGNATURE COMPANY STATE CERT OR REGIST II CI'fY PROCESSING II .***.**.*....***.**.A....A.....A~.......*.*.......*.............. " " COIWIT.IOII~; UF PlmMlT /\'i.F'lIJ/\Vl'l' /\. NOTICE UF' LJEElJ HF:Wl'n.LC'1'.LOI~~l The undersigned understands that thls pennit may be subject to "deed restrictions" which may be more restrictive than City regulatlons. The undersigned assumes responsibility for compliance with any applicable deed ~estrictlonR. B. UNLICENSED CONTIl./\CTOHS I\NIJ CONTHI\CTUH m;SPuNSIUll.I'['IES If the owner has hired a cuntuH:tor or contJ:nctors Lo undertake work, they Il\ay be required to be licensed in accordnnce wiLh nLaLe nllll l.o(~nl regulations. If the contract.or is not licensed as required by law, hoth Lhe owner ilIld cont1:actor may be cited. for a misdemeanor violation under state law. if the oWller or illtellded contractor aJ::e un'ceJ::tain as to what licensing requirements may apply (or Lhe JnLellded work, they are advised to contact'the City of Zephyrhills Building Depa r::I:ment, 013-" 0 0 -6611. Furthermore, if the owner has hired a cOlltractor or contractors, he is advised to have the contractor(sl sign portions of the "ConLrnctor f;ectionfl" 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 [or the work. If the contJ::actor 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. l'n/\NSPOHT/\TION IMP/\CT F'EE:S NW U'l'lIJiTY COHHF:C'1'10N FEES D. CONSTRUCTUION lJIEN IJ\W (CHI\PTEH '113, F'I.OH llJ/\ ST/\TUTES, /\S /\MENDED) I certify that 1, the applicallt, 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 /\ffairs. 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. CONTR1\CTOH' S/OWNEH' S /\F'f'ILJ/\VIT I certify that all the in(onnatlon in this application is accurate and that all work wil~ 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 indit:ated. I certify that no work or 111stallation has cOllunellced prior to issuance of a permit and that all work will be performed to meet standards of ali laws regulating construction, City codes, zoning regulatiolls, and land development 1:egulations in the jurisdiction. I also certify that 1 understand that the regulations of other governmental agencies may apply to the intended work, alld that it is my responsibillty to identify what actions I must take to be ill compliance. Such agencies illc:lude but are 1I0t limited to: .Department of ! Environmental Regulation-Cypress Bayheads, Wetland /\reas and Environmentally Sensitive Lands, Water/Wastewater Treatment .Southwest f'lorida Water Mallagement Dlstrict-Weils, Cypress Bayheads, Wetland Areas, /\ltering Watercourses .Army Corps of Engilleers-Seawalls, /Jocks, Navigable Waterways .Department of Health & Hehabilitative Services, Ellvlronmental Health Unit-Wells, Wastewater Treatment, Septic Tanks .U.S. Envirollmental Protection /\gency-/\sbestos abatement 1 aLso cel:ti[y that, if U..ll matet:.lal .is to be used in ("load Zone "/\" or "A,etc.", it is understood that a drainage plan addressing a "compensating vol wile" will be submitted which is prepared by a professional ellgineer regisle1:ed ill the State of Florida prior to permit issuance, /\ permit issued shall be construed to be a license to proceed with the work and not as authority to violate, callcei, 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 authorlzed by such peJ::.nit is conmenced within six "Ionths 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 cOllunenced. One 90 day extension of time may be allowed for the permit with ree charge of $15.00. The extension shall be requested in writing to the Building Official. /\n approved inspection must be logged during each six month ped.od, or the project wlll be cOIIsideJ"('d abandoned. WAHNiNG '1'0 OWNER: < YOUR F'l\ll.URE '1'0 HECORU /\ NOTICE OF COMMENCEMENt. MAY RESULT IN YOUR PAYING TWICE F'OR IMPROVEMENTS '1'0 YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDEIl. 011. AN 1\'l"l'ORNEY BEFOIl.E RECORUING YUUR NOTICE OF COMMENCEMENT. JOBS UNDER $2,500 IN VALUE LJO NOT NEEU '1'0 HECOHU ANU POST /\ "NOTICE OF COMMENCEMEN'f". SIGN~ryJE~~ STATE OF FLOHI LJ/\ 0 COUNTY OF ra...CO The foregoing instrument was acknuwledged Before me this ~day of .::J"a.nIo\A"'~ ' lI1!1~oo by Marty Monh:l.t"r~n. (name of person acknowiedged) ~ho is personally kllowlI to me, or ~ t11~~ SIGNNl' RE: CONTRACTOR of identification) take all oath. ST/\TE UF' FLOIUD/\ COUNTY OF Pa..sco The foregoing instrument was acknowledged Defore me this .;?U1-l.day of.:JP ......""-""1 ' ~ ~l:; by Mat'ty ~<l....,.eV"\ (name of person acknowledged) ~1O is personally known to me, or o who has produced (type of C}:lid not o who has produced (type Ddid not S f person taking acknowledgement Sign Name typed, prInted or stamped "\\t~.,,, Suzanne Bahr il#b..~t:~ Commission # CC 790817 ~~( 6 i;E Expires NOV, 15, 2002 ~~1'''''.''~'' BONDED THRU "",~~,~"" ATLANTIC BONDING CO.. INC .. 'II I IHIII III .1111111I1111I1111 111110 11111 1111 1111111 " 28M111744 NOTICE UF CUMMENCEMENT state of --EJ orida..- County of Ya.~(!,O 'rUB UNIlERSIGNED hereby gives notice that improvement will be made to czrtain real property, and in accordance wiLh Chapter 713, Florida Statutes, the following infdtmation is providml ill Lhis NoLice of ConllnencmllclIl:: 1. Descr iption of Properly: Parcel Ho. "( l,el)., ld.nR~A.~Boll ~;~n~~~;rt"e~;~~ ~ r,ll!~~ J l1CJS~~S~ ~~vallable) 2.. l;I~'WI it I IleBl'.1 pI 1011 01 IlIIp'lIv('IIu'1I1 Sc..re.e..n Room J -Pa..+io c.o"(2.('J conc.ret.e. Rcptl 388195 Recl DSI 0.18 IT: 02/01/00 6.18 0.00 Dpty Clerk 3. Owner Information: Name Car LFa..~,.1 ey l,duress ~03t.1 q~ St. City Zephyr-hills Interest in Pl:operty: state Fl. 3354 Address City JED PITTMAN, PASCO COlIflY a..ERK 02/01/00 08:41&. 1 of 1 OR BK 4303 P6 763 State Name of Fee Simple '1'itleholder: (If other thgn owner) R4. Contractor: Nume ..::Ba.hr's Al LO'Ylirnun .... l:h:u:d wcU"e.. ) cIne.. - - .. -- Address 37<g27 ErlanA ~ City ZephYr'hi lis 5. Surely: Nume state fL 3354-, Address City St.ate Amount of Bond: $ 6. Lender: Name City state Address 7. Persons within the. 'SLate of Florida designat;.ed by Owner upon whom notices or other documellts may be served a's provided by Section 713.13(1)(a)(7), Florida statutes: Name Address City ~ state 1~ a. In addition to himself, Owner desilJnates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. 9. I:.xplrnl.lon dtt La of Not.J.ce of Commencement (the exp1rat1on uate 1s 1 year fr?m the date of reconHng unless a different date is specified.) ])L $- FD'IO-J3 r3-'71)~1 " 1 signatureofo"n~rIXl < ~ V h Sworn to and subsc~ibed before aie this ~ <../-k tiay of 'r~ , l::1!1.;? 000 . Notary publicI. ~~ I' . My Conl\1ti.ssion Expires: '~"~ S ~..,..:.... UZ61111U Bahr ~~( A ~ :~ Commission # CC 790817 ~~.1ft.kf~ Expires NOY. 15, 2002 ""';:' or~~~ BONDED THRU I,,,,,,,. ATlANTIC BONDING co.. 'He. '!Ii' PC930530~8 c;~~~ v g A Hil-S A\..Ui--. ~~c.. l.fD q4/A S~. &t(~ \ 2/L/OO SQ. FEET PRICE MAIN OR LIVING AREA OTHER AREA UNDER ROOF OTHER 6;U6 ~~ IIp_,,-r; , BUILDING: .Lf6 u ~ ELECTRICAL: tJI,t PLUMBING: JJ I ~tt MECHANICAL: fJlp- Ib{J SC). P RADON: L~G CREDIT: ,lIft SEWER: ;J/~ WATER: / TOT AL: ~ I T .1. F'.S I jJ ! /'t: - t5'--rn<--? qb 1 h (,0 I .'1.. J. ."......,J,. v f~~ BAHR'S ALUMINUM & HARDWARE, INC. 378:27 EILAND BLVD. ZEPHYRH/LLS, FL 33541 (813) 782-3513 Customer's Order No N A M . A D D R . . . Date 13. ~ 14. :!! I&l C o o .OLD 8V p ; d/?- \3 71 ~.3J5f.e, CASH PD OUT QUAN. STOCK NUMBER DESCRIPTION PRICE AMOUNT 1. 2. 3. 4. 5. 6. 7. Tax .. In cas af claims or returned , please present this bill. ~cy()t1J TOTAL $3;nDDO PAINTED IN U.S.A. SITE PLAN - PARCEL 10#: 30' l u f-t. ~~vt 4- ~ kJ '0 ~'Ti ,-(~fUL f\lLt.~Ii. V IN 40 ' ~b..9\j 1 /?it "S 6,,3(~{..k..) 60' PROPOSED SCREEN ROOM 10'x 16' EXISTING SCREEN ROOM EXISTIN6 DUPLEX 6040 6038 6040 9TH STREET 110' rOV>1- (0 I I lb I CD '1 lb :Ii o ~ z ~ U en ...l ~ ~ > I- - - - f-- - ~V>U LL ql-o 0 ~~~ 0 0:: NO...,. Z <( 0. 0:: w V> iE N X . M - b .... z o i= <( > W ..J W W o Vi (0 .... z o i= <( > W ..J W :x: U <( lD PATIO COVER 2" x 4" TLT BEAM 3" X 3" fLUTED POSTS 8' BE1V\oEEN SlOE YEW CONCRETE SLAB 9' -, TC 8'-4" 8'-6" 1 r 1_ fRONT V1E\A1 ~5'-6" :=Cl~~I~ ~~[~~~~Cll~~~~~~I;I:; 'AN1:ING COVERS AND UTILITY SHEDS // DO NO r 81.0CI< / // FIHF EXI r WINDOW . .- ..- ..,.--...-.-........ OVERHANG VARIES 2" x FRONT WALL BEAM SELECT 'L' FROM TABLE 2,1.1 AND/OR TABLE 2.1.2 USE 'L' = W/2 + O.H. 2" x 3" MIN. SEE TABLE 2.2.1 AND / OR TABLE 2.2.2 / <>/j -.--.- /// ~ SINGLE CARPORT SCALE: 1/4" = 1'-0" Lawrence E. Bennett, P.E. CIVil. ENGINFEn . fJEVEI.OPMFNT CONS III. T ,1N I P.O. BOX ~36A. SOUTH DAYTONA. Fl32121 !HEPrIONE (90~) 767-4774 FAX (904) 767-6556 sr^' f' N:;r: 5'1 @ copynlnl" 1999 NO! 10 I1F I1EPrHlIJ\JCEO It I WIlOIE Oil 11-1 PAil I WI" IOU I "IF IVIlI' !EN rEnMISSION OF LAWRENCE E. BENNETT, PE. SOLID ROOF PANEL PRODUCTS SECTION 7 II (f) , L.. f --------~~--j 12n~ 'I2"WID!;_.~ VARIOUS HEIGHT RI~INDUSTRY STANDARD] ROOF PANEL SCALE: 1/4" = 1" 11 en w 0::: <( > {. J-------.........~-..... -12"- f 1 12" WIDE x 3" RISER INTERLOCKING [INDUSTRY STANDARD] ROOF PANEL SCALE: 1/4" = 1" I 1 -12,00" l 1 INDUSTRY STANDARD CLEATED ROOF PANEL SCALE: 1/4" = 1" -"ff ................. ....... ~@ )> SELECT PANEL DEPTH 1- FROM TABLES . ALUMINUM SKIN E.P.S. CORE SIDE PANEL CONNECTIONS VARY (DO NOT AFFECT PANEL SPANS) ......48..-----.~.. COMPOSITE ROOF PANEL [INDUSTRY STANDARDl 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 !i~ COPYRIGHT 1999 IIIlI III I1E HEPRODUCED IN WHOl.E OR IN PARr WI !HOUT HIE Wf<1 I IFN PERMISSION OF LAWRENCE E. BENNETT. P E PAGE 169 .._: ~~~_o~== SaUD ROOF PANEL PRODUCTS PAN ROOF ANCI10HING DETAILS _._._~______..4...__ . rd 1 FRNATE CONNECTION: IlfJ xl 1/4" SCREWS (3) PER I 'NlltJ 1 () FASCIA THROUGH PAN BOXED END #10 x 1-1/2" S.M.S. (1) PER RAFTER OR TRUSS TAIL #10 x 3/4" S.M.S. @ 12" O. C. FOR MASONRY USE 1/4" x 1-1/4" TAP-CON ANCHOR OR EQUAL @ 24" O. C. FOR WOOD USE #1Q x 1-1/2" S.M.S. OR WOOD SCREWS@ 12" O. C. EXISTING HOST STRUCTURE: WOOD FRAME, MASONRY OR OTHER CONSTRUCTION ROOF PANEL TO FASCIA DETAIL SCALE: 1/4" = 1'-0" EXISTING TRUSS OR RAFTER SEALANT #8 x 9/16" S.M.S. (3) PER PAN AND (1) @ RISER HEADER (SEE NOTE BELOW) ROOF PANEL #8 x 9/16" S.M.S. (3) PER PAN AND (1) @ RISER EXISTING FASCIA SEALANT #8 x 9/16" S.M.S. (3) PER PAN AND (1) PER RISER HEADER (SEE NOTE BELOW) ROOF PANEL #8 X 9/16" S.M.S. (3) PER PAN AND (1) PER RISER ROOF PANEL TO WALL DETAIL SCALE: 1/4" = 1'-0" NOTES: ROOF PANELS SHALL BE ATTACHED TO THE HEADER WITH (3) EACH #8 x 1/2" LONG CORROSION RESISTANT SHEET METAL SCREWS WITH 1/2" WASHERS. ALL SCREW HEADS SHALL BE CAULKED OR SHALL HAVE NEOPRENE GASKET BETWEEN THE WASHER AND THE PAN. PAN RIBS SHALL RECEIVE (1) EACH #8 x 1/2" SCREW EACH. THE PANS MAY BE ANCHORED THROUGH BOXED PAN WITH (3) EACH #8 x 1" OF THE ABOVE SCREW TYPES AND THE ABOVE SPECIFIED RIB SCREW. Lawrence E. Bennett, P.E, CIVIL ENGINEER - DEVELOPMENT CONSUL T ANT po. BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767-6556 SEAL PAGE @ COPYRIGHT 1999 170 Nor TO BE REPRODUCED IN WHOLE OR IN rARr WITHOUllHE wriTTEN PERMISSION OF LAWRENCE E BENNETT, P.E. ,_r'T' SECTION 7 SOLID ROOF PANEL PRODUCTS --....... iE1l!:l6U Allowable Spans for Industry Standard Risl!r Panels for Various Loads Aluminum AlloV 3105 H-14 or H-25 ~E. .~~ 2" x 0.0 19~:.B.i~er Panels Enclosed Buildings Open Buildings . -_.~ -Applied Overhana Condition Wi",1 Applied Overhang Condition Region Load NONE 1'.0" 2'.0" 3'.0" 4.0"- Region Load NONE 1'-0" 2'-0" 3'-0" 4'.0" 11'.2" 11'-8" 12'.6" 13..7" -,.,.. 29 8'-S" 8'.7" 9'.4" 10'.4" 11'.7" 102 M.P.H. 17 10'.11" 102 M.P.H. 11O'M.P.H. 20 '10'.,,, 10'.4" 10'.10" 11'.9" 12'.11" 110 M.P.H. 35 7'.8.' 7'.11" 8'.7" 9'.9" 11'.1" 120 M.P.U. 23 - 9'.5" 9'.8" 10'.3" 11'.2'. 12'.4" 120 M.P.U. 41 7'.1" 7'-4" 8'.1" 9..3" 10'.8.' 125 M.P.H. 26 8'.10" 9'.1" 9'.9" 10'.8" 11'.11" 125 M.P.H. 45 6'.9" 7'.0" 7'.10" 9'.0" 10'.5" 140 M.P.It. 32 7'.11" 8'-3" 8'-11" 9'-11" l1'.r .'40 M.P.H. 56 6..0" 6'-4" 7'.3" 8'.6" 10'.0" 3" i12" x 0.026" Riser Panels - ~.!!_!!~Iildings Enclosed Buildinas iiiiiiiii- . iipplied .-- ...,...----.-'- --Applied Overhang Condition Overhang Condition Win!' .. _F:..''Jl~~ Load NONE 1'.0" 2'.0" 3'.0" 4'-0" __ RCJli~'...... Load NONE 1'-0" 2'.0" 3'.0" 4'.0" 102 M.P.It. '-17 1~W ~. 14'.6.' 15'-2"' 16..0.' 102 M.P.H. 29 10'.8" 10'.10" 11'.4" 12'.3.' 13'.4" 'n jj M.P.iT""' 20 12'-10.' 12'.11" 13'5" 14'-2" 15' 1'. fio M.P.It. 3S 9'.8" 9'.11" 10'-6" 11'.5" 12'.7" ..0, io M.i'If"' 23 11'-11'. 12'.1" 12'.7" 13'.4" 14::5" 120M:!'.!I. 41 8'.11" 9'.2" 9'.10" 10'.9" 12'-0" :I~[.M.PJi":-" 26 11'.3" 11'.S" 11'.11" 12'.9.' 13'.10" 125 M,P.H. 45 8'.7" 8'.9" 9'.5" 10'.S" 11..8" -- 32 10'.2"' 10'.4" 10'.11" 11'.9" 12'.11" 140 M.P.H. 56 7'-8" 7'.11" 8'.8" 9'.9" 11'.1" 140 M.P.H. 3" x 12" x 0.032" Riser paiiels -- Open Buildings Enclosed Buildinlls Wind Applied Overhang Condition Wind Applied Overhang Condition Region Load NONE 1'.0" 2'.0" 3'.0" 4'-0" Region Load NONE 1'-0" 2'.0" 3'-0" 4'-0" 102 M.P.H. 17 15'~5.' 15'.6" lS'.11" 16'.6" 17"-'\'. 102 M.P.H. 29 11'.9" 11'.11" 12'.S" 13'.3" 14'-3" -110 M.P.H. 20 14.-2.. 14'.4.' 14'.9.' 1S'-S" 16..3' -110 M.P.It. 35 10'.9" 10'.11" 11'.5" 12'.3" 13'.S" I-.g~ M.P.H. 23 13'.3'. 13'.S" 13'.10" 14'.6" 15.6 . 120 M.P.H. 41 9'.11" 10'.1" 10..8" 11 '.7" 12'-9" 125 M.P.tl. 26 12".5" 12'.7" 13'.1" 13'.10" 14'-10.' Ii5M.P.H. 45 9'.5" 9'.8" 10'.3" 11'.2" 12'.S" '=.i~~~ __ 32 11'.3.' 11'.S" 11'.11" 12'.9" 13'.9.' 140 M.P.H. 56 8'.6" 8'.9" 9'.4" 10'.S" 11'.8" '1ote: T olal roof panel width = room width plus wall width plus overhang. llJ:mDn Allowable Spans for Industry Standard Riser Panels for Various Loads Aluminum Alloy 3105 H.28 T'x12" x ii:019" Riser Panels .. --.. Open Buildings Enclosed Buildings Wind . /lppli'!d Overhang Condition Wind Applied Overhang Condition _ Hell,!~ Load NONE 1'-0" 2'.0" 3'.0" 40" Region Load NONE 1'.0" 2'-0" 3'.0" 4'-0" 102 M.P.H. .-17"- 12-9.' 12..11'. 13'.4" fIT 15':lr -1"02 M.P.H. 29 9'.9" 9'.11" 10'.6" 11'.S" 12'.7" 110 M.P.H. 20 1 1'.9" 11'.11.' 12'-5" 13'.2" 14.-2.' 110 M.P.H. 35 8'.10" 9'.1" 9'.9" 10'.8" 11'.11" '-ilo M.P.H. 23 10..11'. 11'-1'. 11'-8" 12'.6" 13':r-- 120 M.P.II. 41 8'.2" 8'.S" 9'.1" 10'.2" 11'.S" -125 M.P.H. 26 10..3" 10'-6" 11'-0" 11'.11" 13':0" ~:P.!~. 45 7'.10" 8'.1" 8'-9" 9'.10" 11'.2" .i1o M,P.H. 32 9.,3" 9'.6" 10'.1" 11'.1" 12.,3" 140 M.P.H. 56 7'.0" 7'.3" 8'.1" 9'.3" 10'.8" .. J~;; !2" x.O.026" Riser Panels i,Wiiir- 'i\pplied Open Buildings Enclosed Buildings Overhanll Condilion Wind Applied Overhang Condition .. _!~1Jl!~1_._ Load NONE 1'.0" 2'.0" 3'.0" 4'-(F'" Reqion Load NONE 1'.0" 2'-0" 3'.0" 4'.0" 11J2 M.P.II. 17 16'-2"' 16'.3" 16'.8" 17".3" 18'-0" 102 M.P.H. 29 12'.4" 12'.6.' 12'.11" 13'.9" 14'.9" .:; i uM:r.rr'- --. 20- 14'.11" lS'.O" 1S'.5" 16'.1" 16'-11" 110 M.P.H. 35 11'.3" 11'.S" 11'.11" 12'.9" 13'.10" ':;2UM.r,rr:- 23 13'.11" 14'.0" 14'.S" lS'.1" 16.-0" 120 M.P.H. 41 10'.5" 10'.7" 11'.2" 12'.0" 13'.1" r-----. i-~~.- 26 13'-1" 13'.2" 13'-8" 14'-4" 1S'-4" 125 M.P.H. 45 9'.11" 10'.1" 10'.8" 11'.7" 12'.9" 140 M.P.!"!. 32 11'.9" 11'.11" 12'.5" 13'.3" 14..3" 140 M.P.H. 56 8'.11" 9'.1" 9'.9" 10'.9" 11'.11" 3" x 12" x 0.032" Riser Panels Open Buildinlls Enclosed Buildings Wind Applied Overhang Condition Wind Applied Overhang Condition ReaiDn 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 17'.10" 17'.11" 18'.4" 18'.10" 19'.7" 102 M.P.H. 29 13'.8" 13'.10" 14'.3" 14'.11" 1S'.10" 110 M.P.H. 20 16'.6" 16'.7" 16'.11" 17'.6" 18'-4" 110 M.P.H. 35 12'.S" 12'.7" 13'.1" 13'.10" 14'.10" -120 M.P.H. 23 15'.4" 15'.6" 15..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" lS..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'.8" 14'-4" 15'3" 140 M.P.H. 56 9'.10" 10'.1" 10'.8" 11'.6" 12'.8" Note: Tolal roof panel width. room width plus wall width plus overhang. 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 SFN_ PAGE @ COPYRIGHT 1999 178 NOT TO BE REPRODUCED IN WHOLE OR IN PAR T WI THOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT, P.E SECTION 2 ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS . .'" i! . ",. INTERNAL OR EXTERNAL RECEIVING CHANNEL SCALE: 1/4" = 1" . .",. 2" X 2" x 0.063" ANGLES 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 CONCRETE SLAB OR FOOTING 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 PO. BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767.4774 FAX (904) 767.6556 SEAL P^GE @ COPYRIGHT 1999 60 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITIEN PERMISSION OF LAWRENCE E. BENNETI, P.E. ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS SECTION 2 2'-0" MIN. BEFORE SLOPE ~ r 1v ~ (1) #5 BAR CONT. TYPE I FLAT SLOPE / NO FOOTING 0-2" /12" (1) #5 BAR CO NT. ~ ~ .' - ,.-.~.--, Co >'~:.,,: .. . 8" TYPE II MODERATE SLOPE FOOTING 2" / 12" - 1'-1 0" . N ..... ~ . :,,:)~.~~:":"""";"''''' ./ .~.. .. .' . ~.. A,' 1'-0" TYPE III STEEP SLOPE FOOTING > 1'.10" NOTES: 1. NO FOOTING REQUIRED EXCEPT WHEN ADDRESSING EROSION UNTIL THE COMBINED BEAM LENGTH AND UPRIGHT HEIGHT OF THE ENCLOSURE EXCEEDS 55'-0" THEN A TYPE II FOOTING IS REQUIRED. 2. MONOLITHIC SLABS AND FOOTINGS SHALL BE MINIMUM 2,500 PSI CONCRETE WITH 6x6-10x10 WELDED WIRE MESH OR FIBER MESH MAY BE USED IN LIEU OF MESH. 3. IF LOCAL BUILDING CODES REQUIRE A MINIMUM FOOTING USE TYPE II FOOTING OR FOOTING SECTION REQUIRED BY LOCAL CODE. LOCAL CODE GOVERNS. SLAB-FOOTING DETAILS SCALE: 1/2" = 1'-0" 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 10 BE REPRODUCED IN WHOLE OR IN PART WIlHOUTTHE WRIITEN PERMISSION OF LAWRENCE E. BENNETI, P.E PAGE 59 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 -I al ~ 0:: w a.. J: I- a.. w o PRIMARY BEAM (SEE TABLE 2.1,1 AND/OR TABLE 2.1,2) 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 1,,- NOTE: EXTRUSIONS WITH INTERNAL SCREW BOSSES MAY BE CONNECTED WITH (2) #10 x 11/2" 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) 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 1/4" 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 2 1/4" LAG SCREWS PER SIDE OR (3) 1/4" x 2 1/4" 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" L Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSUL TANT P.O. BOX 4368, SOUTH DAYTONA, FL32121 TELEPHONE (904) 767-4774 FAX (904) 787-6556 SEAL @ COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. PAGE 65 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-6 Beam Size 2" x 3" x 0.050" Hollow Tilt 2" x 4" x 0.050" Hollow 2" x 4" x 0.03S" x 0.100" Self Mating Beam 2" x 6" x 0.050" x 0.120" Sell Mating Beam 2" x 7" x 0.055" x 0.120" Self Mating Beam 2" x S" 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 0.OS2" x 0.306" Self Mating Beam The minimum number of thru.bolts is two (2) 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+Y," 1/4" I!l 3/S" I!l 2 2 2 2 3 2 3 2 4 3 4 3 Table 2.4 xisting Slab on Grade with unknown reinforcement Isolated Footing Uplift Dimensions'. Rating # Maximum Attributable Roof Area In Square Feet 1'-0" x 1'.0" x 1'-0" 520 30 26 22 20 16 1'-4" x 1'-4" x 1'-4" 1000 59 50 38 31 1'-6" x 1'-6" x 1'-6" 1320 77 66 57 51 41 1'.S" x 1'.8" x 2'-0" 2040 120 102 89 78 64 1'-8" x 1'-8" x 2'-6" 2540 150 127 111 98 80 2'-0" x 2'-0" x 2'-0" 2640 155 132 115 102 83 2'-0" x 2'-0" x 2'.6" 3300 194 165 143 127 103 2'-6" x 2'-6" x 2'-6" 4000 270 230 200 177 144 2'.6" x 2'.6" x 3'-0" 4800 324 276 240 212 172 -Notes; Isolated Footing is a poured concrete rectangular solid (Length x Width x Depth). Slab on grade must be new or in good condition. (1) SO# Bag (1) 80# Bag (1) 80# Bag fade with 80 # ba re.mix concrete and backfilled to rade. Maximum Attributable Roof Area in Square Feet 102 87 76 67 54 107 91 79 70 57 112 95 83 73 60 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 PAGE 72 @ COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, PE. SECTION 2 ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS .F.1i]~"'.. Allowable Attributable Roof Area per Post for Carports, Patio Covers, and other Open Buildings - ALUMINUM POSTS Aluminum Post Wind Load = 102 MPH I 110 MPH I 120 MPH I 125 MPH I 140 MPH Applied Load = 17 #/5a. Fl. I 20 #/5a, Fl. I 23 #/5q. Fl. I 26 #/5a. Ft. I 32 #/5q. Fl. Maximum Allowable Roof Area in 5auare Feet for Various Loads on Post Height Load in Lbs 2" x 2" x 0.044" Hollow Extrusion or 7'-4" 2,064 121 103 90 79 65 8'-7" 1,548 91 77 67 60 48 9'-10" 1,204 71 60 52 46 38 11'-1" 903 53 45 39 35 28 Height Load in Lbs 2" x 3" x 0.050" Hollow Extrusion or 8'-2" 2,736 161 137 119 105 86 9'.6" 2.502 147 125 109 96 78 10'-11" 1,596 94 80 69 61 50 12'.3" 1,197 70 60 52 46 37 Height Load in Lbs 3" x 2" x 0.070" Hollow Extrusion - Aluminum Alloy 6063 T-6 8'.2" 3,408 200 170 I 148 I 131 107 9'.6" 2,556 150 128 I 111 I 98 80 10'-11" 1,988 117 99 o. 76 62 12'.3" 1,491 88 75 I 65 I 57 47 Height Load in Lbs 3" x 3" x 0.040" Roll Formed - Aluminum Alloy 3105 H-14 10'.0" 2,381 140 119 104 92 74 11'.8" 1,786 105 89 78 69 56 13'-4" 1,389 82 69 60 53 43 15'.0" 1,042 61 52 45 40 33 Height Load in Lbs 3" x 3" x 0.060" Roll Formed - Aluminum Alloy 3105 H-14 11'.0" 3,600 212 180 157 138 113 12'-10" 2,700 159 135 117 104 84 14'.8" 2,100 124 105 91 81 66 16'-6" 1,575 93 79 68 61 49 Height Load in Lbs 3" x 3" x 0.060" Fluted Hollow Extrusion - Aluminum 6063 T-6 11'.10" 3,408 200 170 148 131 107 13'.10" 2,556 150 128 111 98 80 15'.10" 1,988 117 99 86 76 62 17'.10" 1,491 88 75 65 57 47 'j Example: Find Roof Area Needed; Area = 'A'; Post Spacing ='S'; Structure Projection = 'W" A = S x (W/2 + O.H.); if'S' = 7', W = 12', and OH. = 2' then: 'Area' = 56 Sq Ft. For a 10'.11" post and 120 m.p.h. wind load or 23 # 1 Sq. Ft. post choices are: ;1. 1) 2" x 3" x 0.050" Hollow Extrusion 2) All post sizes listed below the 2" x 3" x 0.044" Hollow Section Note: Where job conditions dictate a post height of 1 0' in a 120 MPH wind zone, a 3" x 3" Roll Formed COULD NOT BE used because when it is more than 10' tall it can only support 39 SF of roof On the other hand, a 3" x 3" Fluted Post with a post height of 10'. 7" can support an area of 128 square feet of area. Thus, design must satisfy both height and area requirements. 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 PAGE 70 @ COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITIEN PERMISSION OF LAWRENCE E. BENNETI, P.E. ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS SECTION 2 .F.1i]~.oIjIli. 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# 1 Sq. Ft. I 20# 1 Sa, Fl. I 23# 1 Sa, Fl. I 26# 1 SQ. Ft. I 32# 1 5Q, Fl Load Width 2" x 3" x 0.050" Hollow Tilt 5' 9'.9" 9'-0" 8'-5" 7'-11" 7'.1" 6' 8'-11" 8'.3" 7'-8" 7'.2" 6'.6" 7' 8'.3" 7'.7" 7'-1" 6'.8" 6'-0" 8' 7'-9" 7'.1" 6'-8" 6'-3" 5'-8" 9' 7'-3" 6'.8" 6'-3" 5'-11" 5'-4" 10' 6'.11" 6'.4" 5'.11" 5'-7" 5'-0" 11' 6'-7" 6'.1" 5'-8" 5'-4" 4'-10" 12' 6'.4" 5'.10" 5'-5" 5'.1" 4'-7" Load Width 2" x 3" x 0,050 Hollow 5' 11'.1" 10'.3" 9'.7" 8'.11" 8'-1" 6' 10'.2" 9'.4" 8'.9" 8'.2" 7'-5" 7' 9'.5" 8'.8" 8'.1" 7'.7" 6'.10" 8' 8'-9" 8'.1" 7'.7" 7'-1" 6'.5" 9' 8'.3" 7'.8" 7'-1" 6'.8" 6'-0" 10' 7'-10" 7'.3" 6'.9" 6'.4" 5'.9" 11' 7'.6" 6'.11" 6'.5" 6'-1" 5'.6" 12' 7'.2" 6'.7" 6'-2" 5'-10" 5'.3" Load Width 2" x 4" x 0,050 Hollow Tilt 5' 12'-3" 11'.3" 10'.6" 9'-11" 8'-11" ~. 10'-4" 9'.7" 9'-0" 8'-2" 7' 10'-4" 9'.7" 8'-11" 8'-4" 7'-7" 8' 9'-8" 8'.11" 8'-4" 7'-10" 7'-1" 9' 9'-2" 8'-5" 7'.10" 7'-5" 6'-8" 10' 8'.8" 7'.11" 7'-5" 7'-0" 6'-4" 11' 8'-3" 7'.7" 7'-1" 6'-8" 6'-0" 12' 7'-11" 7'-3" 6'-10" 6'-5" 5'-9" Load Width 2" x 4" x 0,050" Hollow 5' 13'-9" 12'.8" 11'-10" 11'-1" 10'-0" 6' 12'-7" 11'.7" 10'.9" 10'-2" 9'-2" - 7' 11'-7" 10'-8" 9'.11" 9'-5" 8'-6" 8' 10'.10" 10'.0" 9'.4" 8'.9" 7'-11" 9' 10'.3" 9'.5" 8'-10" 8'-3" 7'-6" 10' 9'.9" 8'.11" 8'-4" 7'-10" 7'-1" 11' 9'-3" 8'-6" 7'-11" 7'.6" 6'-9" 12' 8'-10" 8'.2" 7'.8" 7'.2" 6'-6" Load Width 2" x 4" x 0.038" x 0,100" Self MatinQ Beam 5' 14'-6" I 13'.4" 12'.6" 11'.9" 10'.7" 6' 13'.3" I 12'.2" 11'.4" 10'.8" 9'-8" 7' 12'-3" I 11'-3" 10'.6" 9'-11" 8'.11" 8' 10'-7" 9'.10" 9'.3" 8'-4" 9' 10'-10" 9'-11" 9'.3" 8'.9" 7'-10" 10' 10'.3" 9'.5" 8'-10" 8'.3" 7'.6" 11' 9'.9" 9'.0" 8'.5" 7'.11" 7'.1" 12' 9'-4" 8'.7" 8'.1" 7'.7" 6'-10" 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 E. BENNETI, PE. PAGE 67 SCREEN, VINYL & GLASS ROOMS SECTION 3 SELECT EDGE BEAM TABLE 3.1.1 AND 1 OR TABLE 3,1,2 MINIMUM 3-1/2" SLAB ON GRADE OR R^ISED FOOTING (SEE DETAILS FOR FOOTINGS) - 'LW'--c ~ I ROOF FOR MAX. UPRIGHT LENGTH . I 1" x 2" ------1 VARIES NO MAX, (ELEV, SLAB OR ON GRADE) TYPICAL GLASS ROOM WITH SOLID ROOF, TYPICAL FRONT VIEW FRAMING . (HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1 "x2" PLATE TO BOTTOM OF WALL BEAM) ALTERNATE CONNECTION AT FASCIA ALLOWED (SEE SECTION 7 FOR DETAILS) SOLID ROOF LOAD WIDTH FOR ROOF BEAM rt= L~2-r . L O,H, EXISTING STRUCTURE SIZE BEAM AND UPRIGHTS (SEE TABLES) P = PROJECTION FROM BLDG, LW = LOAD WIDTH VARIES l-~ PVARIES-l TYPICAL SCREEN / GLASS ROOM SCALE: 1/4" = 1'-0" NOTES: ANCHOR 1" x 2" OPEN BACK EXTRUSION WITH 1/4"x2-1/4" CONCRETE FASTENER MAXIMUM OF 2'-0" ON CENTER AND WITHIN 6" OF UPRIGHT ANCHOR 1" x 2" TO WALL WITH 2-1/2" #10 SHEET METAL SCREWS WITH WASHERS 2'-0" ON CENTER. ANCHOR BEAM AND COLUMN INTERNALLY OR WTH ANCHOR CLIPS AND #10 SCREWS AND WASHERS, SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P/2 OR P/2 + O,H, 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 WRITIEN PERMISSION OF LAWRENCE E BENNETI, P.E. PAGE 77 SCREEN, VINYL & GLASS ROOMS (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" Or: EACH SIDE OF EACH POST AND 24" O,C. MAX. MIN. 3-1/2" SLAB 2500 PSI CONC. 6x6-10x10 WW.M. OR FIBER MESH VAPOR BARRIER UNDER CONCRETE ---~ ~ oo_.t- <t SECTION 3 BEAM 1 HEADER ALTERNATE CONNECTION DETAIL 2" x 2" x 0,063" ANGLE CONNECT UPRIGHT @ BEAM 1 HEADER AND CHAIR RAIL ANGLE CLIPS MAY BE SUBSTITUTED FOR INTERNAL SCREW SYSTEMS 1" x 2" EXTRUSION 1-1/8" MIN, IN CONCRETE 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 J 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, ~~ j~ (4) #10 x 1/2" S,M.S, EACH SIDE OF POST o 0 o 0 ~ ---- HEADER BEAM ------ MIN, 3-1/2" SLAB 2500 PSI CONC, 6x6-10x10 WW,M, OR FIBER MESH VAPOR BARRIER UNDER CONCRETE . '4.A . <I H-BAR OR GUSSET PLATE 2" x 2" x 1/16" ANGLE EACH SIDE ATTACH TO POST AND CONCRETE AT LOAD BEARING WALL WITH (2) #10 x 1/2" S.M,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 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 E. BENNETI, P E PAGE 81 SCREEN, VINYL & GLASS ROOMS SECTION 3 .F.1n~lIIilli. Allowable Beam Spans - Hollow Extrusions for Screen and I or Vinyl [Open] Rooms with Solid Roofs Aluminum Allov 6063 T-6 Wind Zone 102 MPH T 110 MPH I 120 MPH I 125 MPH I 140 MPH Applied load 17 # 1 Sa. Ft. I 20 # I Sa. Ft. I 23 # 1 s;J, Ft. I 26 # 1 5". Fl I 32 # 1 Sa, Fl Load Width 2" x 2" x 0.032" 5' 6'-3" 5'.9" 5'.4" 5'.0" 4'-6" 6' 5'.8" 5'.3" 4'.11" 4'-7" 4'-2" 7' 5'.3" 4'.10" 4'.6" 4'.3" 3'-10" 8' 4'.11" 4'.6" 4'.3" 3'.11" 3'-7" 9' 4'.8" 4'3" 3'.11" 3'.9" 3'.5" 10' -.-- 4'.5" 4'.1" 3'.9" 3'.7" 3'.3" 11' -- 4'.2" 3' 10" 3'.1" 3'.5" 3'-1" 12' 4'.0" 3'.8" 3'.5" 3'-3" 2'-11" load Width 2" x 2" x 0,036" 5' 6'.9" 6'.3" 5'.10" 5'.6" 4'-11" 6' 6'-2" 5'-8" 5'.4" 5'-0" 4'.6" 7' 5'-9" 5'.3" 4'.11" 4'.8" 4'.2" 8' 5'.4" 4'.11" 4'.7" 4'-4" 3'.11" 9' 5'.1" 4'.8' 4'.4" 4'.1" 3'.8" 10' 4'-9" 4'.5" 4'-1" 3'-10" 3'.6" 11' 4'.7" 4'.3" 3'.11" 3'.8" 3'-4" 12' 4'-4" 4'.0" 3'.9" 3'-6" 3'-2" Load Width 2" x 2" x 0,044" 5' 7'.5" 6'.10" 6'-4" 5'-11" 5'.5" 6' 6'.9" 6'.3" 5'.10" 5'-6" 4'-11" 7' 6'.3" 5'.9" 5'-4" 5'-1" 4'.7" 8' 5'.10" 5'.5" 5'.0" 4'.9" 4'.3" 9' 5'.1" 4'.9" 4'.5" 4'-0" 10' 5'.3" I 4'.10" 4'-6" 4'-3" 3'.10" 11' 4'.11" I 4'.7" 4'.3" 4'-0" 3'.8" 12' 4'.9" T 4'.5" 4'.1" 3'-10" 3'-6" Load Width 2" x 2" x 0,055" 5' 8'.1" 7'.5" 6'-11" 6'.6" 5'.11" 6' 7'-5" 6'.10" 6'-4" 5'.11" 5'.5" 7' 6'-10" 6'-4" 5'.10" 5'-6" 4'.11" 8' 6'.5" 5'.11" 5'.6" 5'-2" 4'.8" 9' 6'-0" 5'.7" 5'-2" 4'.10" 4'-5" 10' 5'.9" 5'.3" 4'.11" 4'.7" 4'.2" 11' 5'.5" 5'.0" 4'.8" 4'.5" 3'-11" 12' 5'.3" 4'.10" 4'.6" 4'.3" 3'-10" Example: For 2" x 2" x 0044" Extrusion beam span is distance between uprights; to enter table roof panel projection of 14'.0" find load width; L.W. = 14'/2 + 2' O.H. = 9' Enter table on left under load width Load Width = 9'.0". Read span under appropriate load; Live Load @ 17 # 1 Sq.Ft. 1102 M.P.H. Load Beam Span = 111," Note: Glass Rooms The addition of aluminum frame windows with glass panes that are designed to 110 M.P.H. wind load requirements to the above upright sizes increases the strength so that additional framing is not required. Tables assume extrusion oriented with longer extrusion dimension parallel to applied load 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 WRITIEN PERMISSION OF LAWRENCE E. BENNETI, PE SEAL PAGE 89 SECTION 3 SCREEN, VINYL & GLASS ROOMS .F.1n~.... Allowable Upright Heights Screen, Vinyl and Glass Rooms Aluminum Alloy 6063 T-6 2" x 2" x 0,032" Hollow Extrusion Wind Zone Load 102 M.P,H, I 110 M.P,H. T 120 M,P.H, I 125 M,P,H, I 140 M.P,H, Width Applied Load 19 # 1$0: Ft. 23 # I$ii~ Ft. 26 # 15a, Ft. 29 # 15a, Fl. 36 # 15a, Ft. 36" 9'.5" 8'7" 8'.1" 7'.8" 6'-10" 42" 8'.9" 7'.11" i'.5" 7'.1" 6'-4" 48" 8'.2" 7'.5" 6'.11" 6'.7" 5'..11" 54" 7'.0" 6'.11" 6'.7" 6'.3" 5'.7" 60" 7'.4" 6'.8" 6'.3" 5'.11" 5'.4" 66" 6'.11" 6'.4" 5'.11" 5'.0" 5'-1" 72" 6'.8" 6'.1" 5'.8" 5'.5" 4'.10" 78" 6'.5" 5'.10" 5'.6" 5'.2" 4'.8" 84" 6'-2" 5'-7" 5'-3" 4'.11" 4'-6" 90" 5'.11" 5'.5" 5'.1" 4'.10" 4'.4" 2" x 2" x 0,036" Hollow Extrusion Wind Zone Load 102 M.P,H, I 110 M,P,I-t, I 120 M.P,H. I 125 M.P,H, I 140 M.P,H, Width Aplllied Load 19 # 1% Ft, 23 # ISQ.' Ft. 26 # 15a. Ft. 29 # ISa, Ft. 36 # 15a. Ft. 36" 10'.3" 9'.4" 8'-9" 8'-3" 7'-5" 42" 9'-6" 8'.7" 8'-1" 1'-8" 6'.11" 48" 8'.10" 8'.1" 7'.7" 7'-2" 6'.5" 54" 0'.4" 7'.7" 7'.2" 6'.9" 6'.1" 60" 7'.3" 6'-9'1 6'.5" 5'-9" 66" 7'.7" 6'-11" 6'-6" 6'.1" 5'.6" 72" 7'.3" 6'-7" 6'.2" 5'-10" 5'-3" 78" 6'.11" 6'.4" 5'.11" 5'.8" 5'-1" 84" 6'.8" 6'.1" 5'.9" 5'-5" 4'.11" 90" 6'.6" 5'.11" 5'.6" 5'-3" 4'.9" _. 2" x 2" x 0,044" Hollow Extrusion Wind Zone Load 102 M.P.H. I 110 M,P,H, I 120 M,P.H, I 125 M.P,H, I 130 M.P,H, Width Applied Load 19 #/sii:Ft. 23 # 150, Ft. 26 # 15a, Ft. 29 # 15a, Fl. 36 # ISO: Ft. 36" 11'.2" 10'.2" 9'.7" 9'-1" 8'-2" 42" 10'.4" 9'.5" 8'.10" 8'-5" 7'.6" 48" 9'.8" 8'.10" 8'-3" 7'.10" 7'.1" 54" 9'-2" 8'.4" 7'.10" 7'-5" 6'-8" 60" 8'.8" 7'.10" 7'.5" '1'.0" 6'-4" 66" 8'-3" '1'.6" 1'.1" 6'.8" 6'.0" 72" 7'.11" 7'.2" 6'.9" 6'.5" 5'.9" 78" 7'.7" 6'.11" 6'-6" 6'-2" 5'.6" 84" 7'-4" 6'-8" 6'.3" 5'-11" 5'.4" 90" 7'.1 " 6'-5" 6'.1" 5'.9" 5'.2" Notes: Glass Rooms: The addition of aluminum frame windows with glass panes that are designed to 110 M.P.H. wind load requirements to the above upright sizes increases the strength so that additional framing is not required. Screen Splines on 3" side. extrusion turned with 3" side parallel to sole plate, Eumple: Screen panel width "W' = 60"; Maximum "H" for a 2" x 2" x 0.036" Hollow Extrusion = _Ii Using screen panel width "W' (See typical glass room drawing), select upright height"H" required from the maximum height allowed for each extrusion. 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 PA~E 92 @ COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITIEN PERMISSION OF LAWRENCE E, BENNETI, P.E