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Home My WebLink About00-9509 BUILDING PERMIT J~~.~() BUILDING oJ ~U.-- ELECTRICAL CITY OF ZEPHYRHILLS (813) 788-6611 '-I O. !?!3 PLUMBING MEC~NICAL Permit Date Sewer Conn Water Conn: Property Owner: H~ru Id ,1, St,; ~. 6tAr y Job Address: ~ per it! 0 t Lt\ . Parcell.D,# 2~-2~'')1- ()ObO~OOOOO. J::l~o Water Meter: T,I.F,'s: Radon Gas: 10,'-10 : ~ Aoorfl NO OCCUPANCY BEFORE C.O. Complete Plans, Specifications and Fee Must Accompany Application. C.O. All work shall be performed in accordance with City Codes and Ordinances, DATE Valuation or Contract Price 210 I ~ 3o.e . Inspector ~ $Ij-~/~)-. ~S;l3 P'L4~b ELECTRICAL In. PLUMBING] I ,2 To.Se",. SLB (./-y: ')1- Rough In t/6/Zb-tfb~;L Tub Set ZJr~ Me~rCan W~M Const. Pole Sewer Pool / Final Pre-Meter ~ - '//O(!) $/t - Final Driveway u"tkr'r-~ ...",J ~ 10-?o-oD9>/Z ,y5ignatur Company Address )... Telephone# City License Registration # State Certified License# A ~ '( Aju",", . Mvt.+n.", ~(€c. . t?~, ( BUILDING :;)S C, 1 MEO ANICAL Ftr, Pre SLB 6~~6)..2 f? Lintel FRM,1/b -eb~a>oSR.. Breakers Ducts Insl. Compressor Final \ Insul. CL WL L/lloo St.. REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a charge of Fifteen and 00/100 Dollars ($ 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, CITY OF ZEPHYRHILLS "NOTICE" OF ADDITION OR CORRECTION BUILDING. DEPARTMENT DO NOT REMOVE ADDRESS DATE PERMIT.,. Qf/,37 Pt-R/DIJ/ tit H E 10 -tJ3 -t1tJ q 70Cj: THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be' made befoi"e the job . will be accepted, Wf7T&1f HE/lU;r Jf' E-ltJJ IU5'7 .P/~cJ:N/VE'Cr Nfr;l/~.J - 3/ IIE;E[J J/;J 7E~ Ill~&()tfO ,lfflt<;J:- ~;:: &}1pj/~ /'IftfifJ ~ 7r/J/ /f/JJL Jf{UJf)-)) vJl!/~1f lJElftJ 5'/Hk- I1tfP To )N<rl/l-J! ;) EH0 foft f /VY1$/tli _<)!j1ftM " OFFICE HOURS 8 - 5 MON.-FRI. AFTER CORRECTIONS ARE MADE CALL 788-6611 FOR RE-INSPECTION INSPfOcm ,~/2~ It is unlawful tor any Corpenter, Contractor, Builder, or other persons, to cover or couse to be covered, any port ot the work with flooring, loth, earth or other material, until the proper inspector has hod ample time to approve the installation. /,'""~?~'\ ~l \ '7 -r.. 2- A-0~ ~u ~I i\'''',{ SQ. FEET PRICE MAIN OR LIVING AREA OTHER AREA UNDER ROOF OTHER , . ~ 69 2J.p ~. ='0:> ~ frttc.t. BUILDING: 2. 2. $C> ELECTRICAL: ~O. oc PLUMBING: e~ ~ MECHANICAL: NIl' I D t.f:. () RADON: 6 If(':) CREDIT: fJ SEWER: ;J/~ l WATER: I TOTAL: ) "6 I T.IFsl~ ;fir Jv ' ' , , ~'l2-. 't a V ~~~ ~ll =- e5[<t-" ~ 0 OWNER'S NAME ~I4P.d d -!C1QL'2 "'" JOB ADDRESS _/ I 'C1 ~..L) r L.'1, 4., ';;. , t ( LEGAL DESCRIPTION: LOT(S) /'2)2 PARCEL ID # ? 4- ~ ~ - 2 1- tJ eko " oooov- ,,:U 0 :J, APPLICATION FOR PERMIT I / CITY OF ZEPHYRHILLS 5': 'j I~ 0 BUILDING DEPARTMENT DATE RECEIVED - ;c.e~)1 eif~r PLANS REVIEW FEE 5"/4 ((ShtJ,ILY " PHONE I""Lf()!"":"f'12""3~,(7 /J A 2 f. 'Il , <. , I -. J ~;.;:c: , -- ,. f ~ BLOCK SUBDIVISION [,.JQc-/r! A'~H (OBTAIN FROM PROPERTY TAX NOTICE) WORK PROPSED: ~EW CONSTRUCTION D SIGN D ADDITION DALTERATION D REPAIR D INSTALL D MOVE D DEMOLISH PROPOSED USE: DSGL FAMILY DWELLING D COMMERCIAL DMULTI-FAMILY D INDUSTRIAL D# OF UNITS D SWIMMING POOL D MOBILE HOME .J21'OTHER BUILDING SIZE c:J RESTAURANT & HEALTH DEPARTMENT APPROVAL Yl1 OT" 12 rJO /2- "{ 2~ >< L(o SQUARE FOOTAGE HEIGHT It(/ 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, ~ILDING ~LECTRlCAL ~LUMBING D MECHANICAL PERMITS REQUESTED "'7/ J 030..~ ~(O" C _ VALUATION OF TOTAL CONSTRUCTION $ AMP SERVICE D FLORIDA POWER o W.R.E,C, $ VALUATION OF MECHANCIAL INSTALLATION D GAS D ROOFING D SPECIALTY D OTHER TYPE OF CONSTRUCTION: D BLOCK D FRAME D STEEL D OTHER FINISHED FLOOR ELEVATIONS IS PROJECT IN FLOOD ZONE AREAD YES D NO BUILDER ~~7 /'"' ~ COMPANY Z / STATE CERT OR REGIST # . . CITY PROCESSING # 'Z -s-97 aaaa_, **.a...a...aa...aa~e'~_p'I(?1T~ .~ ELECTRICIAN. ,/,./ COMPANY ~ .&:9' _~L. ~ ~ [) r -:-td.1C)17~/ STATE CERT OR REGIST # .'. SIGNATURE V '. ' CITY PROCESSING # '7.--L-;~ SIGNATURE ****************************************************************** PLUMBER (ttL% bn4 COMPANY lJl/ J / P0.;u,6/ /19 STATE CERT OR REGIST # CITY PROCESSING # 2... / ( 2- , SIGNATURE * * ** ** * * ***.* *** ** ** *** ** *** * * * ** * * * **** * * ** ** ** * * * * * ***.j.., *** **** * ** MECHANICAL COMPANY STATE CERT OR REGIST # CITY PROCESSING # SIGNATURE ***************************************************************** OTHER 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 restric'tions, 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 ~Contractor Sections" 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,", 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 TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. JOBS UNDER $2'5~~~~~ POST A 'NOT&;~~ SIGN URE: OWNER OR AGENT SIGNATURE: CONTRACTOR 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) Dwho is personally known to me, or (name of person acknowledged) C1ho 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 Ddid Oiid not take an oath Signature of person taking acknowledgement Signature of person taking acknowledgment Name typed, printed or stamped Name typed, printed or stamped . 'xc (l.\ V ,J . !. V)/ . "t''J L; '(/ 12-~;< ,11\ ~,\r; ,1 \ ~ ~, ) ( f,0;j ...,J1' i! I IV ~ 1,/ '1)' \<, \' ).> '\ "'I', et J . ~ f I1J J"" " ' '. /(' ..P yY !l'~'> J/,l( I ":> ...\,j' " ~)(~') " VJ, p:t,o\ ,K I t \f ~ 1- r/.~(' "'"' ) 1- ~ttriP' /' / If) tC--\ \) A.. \v- Qjf'" I 1- ~:-11:l I I I ts-.i + =~~,=_'~"~'c_'" ','~' .,-'td' . j _ 1 ~ 1 _~cc.~'"- T -..-- ,1.2 - I A~~ORR SHALL COMPLY t- Wt\-H ALL PREVAILING CODES, STANDARD BUILDING, PLuMBIN , MECHAN1CAL, N.E.C. N--.1O CITY __ OF ZEPHYRHlLLS ORDINANCES i '~ I .11 ~ \ J ~ ~~'f ~ C ~~4~..-( ~, ~~~ $; .~ /r 'tJ .,. ~ :; ~ Q ;- I) ~ ~ .~ ~ , '" \\1 -~ ~. ~ ~, ~ \J Ft 1\ ~ 2~' ~:( (I (/k i/h/?"'e. r I r'1 fA. y~ '1'''' ()~ uJ1 :J ~ \" 1\ \') .:ti V , ' ,I ~ $\J I \) ~ '" >, "') ,0,\ 1,/' / " ( ~J' \ .( , )~j if ~ ~ ~ \() ~ '\ ~ \~ ~ r ~ ~ \Ij ~ ~ .'r\"f'i \ ~l''X,jy \ \: l- . 'f' J 'v~\ ' ~.\ '\}{ (/I \IJ ~ '- '-< i~ ,~ '-'~ ~ ". -{-\leN,,,'\ii<T, iH ~ \A~-' <9~ :iJ~ ~po~ PROPOSAL '4~~( ~ , r';::oo Rf'h)~T- /'i~dn-i' :~::~~ '. Ij'S'i::;ati We 1" /, .':2 7 -d5 71 2'J4 31-1EET NO, J.;c \ \ ~ATE , -,f ARCHITECT >~- .3 9 J - 3tpQ ( '. .-" ,.-.~ .,/ '5 - :JC'~" ''':; I' ....55 ! All material is guaranteed to be as specified, and the above work to be performed in accordance wlith the drawings and specifi- cations submitted for above work and completed in a substantial workmanlike manner for the sum of Dollars ($ ...",,'-<><---;'7 ,,/' ./ with payments to be made as follows, Respectfully submitted 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. ../ ,'," / / 1/#-/// / //// '/// /' V // ..-,:e-:y ,~ 6-/L/~/~/ ~/~ .~----....,..,. ,/] ../,,,,,/ ,/. Per Note-This proposal may be withdrawn by us if not accepted within_ days. AccePTANCE OF PROPOSAL The above prices, specifications conditions are satisfactory and are hereby accepted, You are authorized to do the work as specified. Payments will be made as outlined above, F / /J / I t Signature X )I/'Z-1'~.# /~( ,. /",-> /, /~ . /,. I, / ~ Date Signature f " // / ,/c ',- ( k , ~Adams NC 3818-50 MADE IN USA Proposal FASTENERS SECTION 9 _F.1i1~"" FASTENERS FOR ENCLOSED BUILDINGS I LOADS I ROOF AREAS Maximum Allowable - Load and Attributable Roof Area 120 MPH Wind Zone (41#/Sq, Ft.) (For Wmd Regions other than 120 MPH, Use Conversion Table at Bottom of this page) CONNECTING TO: WOOD for ENCLOSED Buildings Fastener Length of Number of Fasteners Diameter Embedment 1 2 3 4 1/4"" I" 264# - 6 SF 528# - 13 SF 792# - 19 SF 1056# - 26 SF 1/4"" 1-1/2" 396# - 10 SF 792# - 19 SF 1188# - 29 SF 1584# ,35 SF 114"" 2-1/2" 660# - 16 SF 1320# - 32 SF 1980# - 48 SF 2640# - 64 SF 5/16"" 1" 312# - 8 SF 624# - 15 SF 936# - 23 SF 124811 - 30 SF 5/16"" 1-1/2" 468#-11 SF 936# - 23 SF 1404# - 34 SF 1872# - 46 SF 5/16"" 2-1/2" 780# - 19 SF 1560# - 38 SF 2340# - 57 SF 3120# - 76 SF 3/8"" I" 356# - 9 SF 712# - 17 SF 1068# - 26 SF 1424# - 35 SF 3/8"" 1-1/2" 534# - 13 SF 1068# - 26 SF 1602# - 39 SF 2136# - 52 SF 3/8"" 2-1/2" 890# - 22 SF 1780# - 43 SF 2670# - 65 SF :J560# ' 87 SF CONNECTING TO: CONCRETE IMin, 2,500 psi] for ENCLOSED Buildings Fastener Length of I Number of Fasteners Diameter Embedment I 1 I 2 I 3 4 TYPE OF FASTENER = Concrete Screw (Rawl Tapper or Equivalentl 3/16"13 I 1-1/4" I 343# - 8 SF I Ea6# - 17 SF I ~':;:?':1R 25 SF 1372# - 33 SF 1/4"" I 1-114" I 5~2/;-12SF 1024/; - 25 SF 1 bow/; , :J7 S' 204811 - 50 SF TYPE OF FASTENER = 'Quick Set' Concrete Screw (Rawl Zamac Nillhn or Equlvdll:nt) I 1/4"" I 1'...... 227# - ti SF 454# - 11 SF I blll# ' 17 Sf- ,"OIlU - 22 SF J ., TYPE OF FASTENER = Expansion Bolts (Rawl-Bolt or Equivalent) 1/4"13 2" 568# - 14 SF 1136# - 28 SF 1704# - 42 SF 2272# - 55 SF 3/8"" 2-1/4" 1441# - 35 SF 2882# - 70 SF 4323# - 105 SF 5764# - 141 SF 112"13 3" 1985# - 48 SF 3970# - 97 SF 5955# - 145 SF 7940# - 194 SF CONNECTING' POSTS to BEAMS using BOLTS lor ENCLOSED Buildings Fastener Number of Fasteners Diameter 1 2 3 # - SF # - SF # - SF 1/4"" . 1468 - 36 2936 - 72 4~04 - 107 3/8"13 3710 - 90 7420. 131 11130 - 271 1/2"13 6556 - 161 13192.322 1978d - 483 Length of Bolt to De Size of POSt . ~;' \TYP,C.JI) WIti.O,J..OADCONVERSION TAfU...~;. WIND CONVERSION For W,nd lones/Regions other than 120 MPH (Tables Sr,ownl REGION FACTOR multiply allowable loads and roof a, eas by lht:: conl/ers,on factor 102 141 110 117 120 100 125 091 140 073 ~ ~) -~~ Lawrence E. Bennett, P,E. CIVtL ENGINEER - DEVELOPMENT CONSUL T ANT PO BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767-6556 SEAL @ PAGE COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT, P E 203 SECTION 3 SCREEN, VINYL & GLASS ROOMS "'F.HI~IIB Allowable Beam Spans. Hollow Extrusions for Screen and I or Vinyl [Open] Rooms with Solid Roofs Aluminum Alloy 6063 T-6 Wind Zone 102 MPH I 110 MPH I 120 MPH I 125 MPH I 140 MPH I r Aoolied Load I I 17 # I SQ:' Ft. T 20 # I Sa, Ft. I 23 #1 Sa, Ft. I 26 # I SQ~ Ft. T 32 # I SQ. Ft. Load Width 3" x 2" x 0,050" 5' 9'-5" 8'.8" 8'.1" 7'-7" 6'-10" 6' 8'.7" 7'.11" 7'-4" 6'.11" 6'.3" 7' 7'-11' 7'-4" 6'.10" 6'.5" 5'-9" S' 7'.5 6'.10" 6.5" 6'.0" 5'.5" 9' 7.0" 6'-5" 6'.0" 5'.8" 5'.1' 10' 6',8 ' 6'.1" 5'.9' 5'.4" 4'.10" 11' 6"4' ','.10" 5' -5" 5'"" 4',7" 12' t..,1' ';,.1" tl'.:J" 4'.11" 4'-:'" , Load Width 3" x 2" x 0,070" 5' 10'-1" 9'-4" 8'-8" 8'.2" 7'.4" 6' 9'.3" 8'-6" 7'.11" 7'.6" 6'.9" 7' 8'.7" 7'.11" 7'-4" 6'-11" 6'.3" S' 7'-11" 7'.4" 6'.11" 6'.6" 5'-10" 9' 7'-6" 6'.11" 6'-6" 6'-1" 5'-6" 10' 7'.2" 6'-7" 6'.2" 5'.9" 5'-3" 11' 6'.10" 6'-3" 5'.10" 5'.6" 4'.1'" 12' 6'.6" 6'.0" 5'.7" tl'.3" 4',,," Load Width 2" x 3" x 0,050" 5' 11'.1" 10'-3" 9' -7" ff,11" 8' .,.. 6' ~ 9'.4" 8'S 8' ')" 7'.5" 7' S',S" 6,' 7 -7" 6'.10" S' 5., " - -, .," 6'-5" 9' e ' " -0 ' " 6.8" 6'-0" '0 10' " .' , } ~,'=' 64" 5',9" .. 11' 7'.<;, l. . ~ ~'. 6-5" 6'.1" 5'-6" 12' 7'.2' 6.7" 6'.2" 5'.10" 5'-3" Load Width 2" " 4" x 0050" 5' I}'.,," 12'.S" 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" S' 10'.10" 10'.0" 9'-4" 8'-9" 7'-11" 9' 10'.3" 9'.5" 8'-10" 8'.3" 7'.6" 10' 9'9" S'.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" Note: Glass Rooms The addition of aluminum frame wiOdows With glass panes that are deSigned to 110 MP H Wind load requirements to the above upright sizes Increases the strengltl so thai addlt'onallramiOg IS not required Tables assume extruSion onented With longer extruSion dimenSion parallel to appheO load Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSUL TANT POBOX 4368, SOUTH DAYTONA, Fl32121 TELEPHONE (904) 767.4774 FAX (904) 767.6556 SEAL PAGE 90 @ COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WklDEN PEkMISSION OF LAWRENCE f BENNE", P f SOLID ROOF PANEL PRODUCTS SECTION 7 [, J 12" f 1 12" WIDE x VARIOUS HEIGHT RISER (INDUSTRY STANDARD] ROOF PANEL SCALE: 1/4" = 1" 12" ~ / / I~' , L/ / ~.. ~.~""'''~~~ ----~,~,~ dW'~."~.- /; I 1 12.00" l 1 INDUSTRY STANDARD CLEATED ROOF PANEL SCALE: 1/4" = 1" SELECT PANEL DEPTH FROM TABLES 1 ALUMINUM SKIN E,P.S, CORE If- ~ I ~t · SIDE PANEL CONNECTIONS VARY (DO NOT AFFECT PANEL SPANS) 48" COMPOSITE ROOF PANEL [INDUSTRY STANDARDl SCALE: 1/4" = 1" Lawrence E. Bennett, P,E. CML ENGINEER - DEVELOPMENT CONSUL TANT P,O, BOX 4368. SOUTH DAYTONA, FL32121 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. PE PAGE 169 SECTION 7 SOLID ROOF PANEL PRODUCTS .F.1i1~A"" Allowable Spans for Industry Standard Riser Panels for Various Loads Aluminum Alloy 3105 H-14 or H-25 Enclosed Buildin s Wind Applied Wind Applied Overhan Condition Re ion Load 3'-j)" 4-j)" Re ion Load NONE 1'.0" 2'_0" 3'-0" 4'-j)" 102 M,P,H, 17 12'_6" 13'-7" 102 M,P,H, 29 8'-5" 8'.7" 9'-4" 10'.4" 11'.7" 110 M,P,H, 20 11'.9" 12'-11" 110 M,P,H, 35 7'.8" 7'.11" 8'-7" 9'.9" 11',1" 120 M,P,H, 23 11'.2" 12'.4" 120 M,P,H, 41 7'.1" 7'-4" 8'.1" 9'.3" 10'.8" 125 M.P,H, 26 10'.8" 11'.11" 125 M,P,H, 45 6'.9" 7'.0" 7' ' 10" 9'0" 10' 5" 140 M,P,H, 32 9'.11" 11'-4" 140 M,P,H, 56 6'.0" 6'.4" 7'.3" 8',6" 10',0" Enclosed Buildin s Wind Applied Wind Applied Overhan Condition R" Ion Load 3'.0" 4'-j)" Re ion Load NONE 1'_0" 2'-0" 3'.0" 4'.0" 102 MPH, 17 15'1' 16'.0" 102 M,P,H, 29 10'-8" 10'-10" 11'.4" 12',3" 13'.4" 110 M,PH 20 14',2" lS'.l" 110 M,P,H, 35 9'.8" 9'.11" 10'.6" 11'.S" 12'.7" 120 M,P,H, 23 13'.4" 14'.S" 120 M,P,H, 41 8'-11" 9'.2" 9'-10" 10'.9" 12'.0" 125 M,P,H, 26 12'.9" 13'.10" 125 M,P,H, 45 8'.7" 8'-9" 9'.5" 10'.S" 11'.8" 140 M,P,H, 32 11',9" 12'.11" 140 M,PH 56 7'.8" 7'.11" 8'.8" 9',9" 11'.1" 3" " 12" x 0,032" Riser Panels 0 en BUlldlll s Enclosed BUlldin s Wind Applied Overhan Condition Wind Applied Overhan Condition Re Ion Load NONE 1'-0" 2'-0" 3'-j)" 4'-j)" Re Ion Load NONE 1'-j)" 2'_0" 3'-0" 4'-0" 102 M,PH, 17 15',5" 15'.6" 15',11" 16 6" 17'.4" 102 M,P,H, 29 11'.9" 11'.11" 12'.5" 1)')" 14',3" 110 MP H 20 14'2" 14'.4" 14',9" 15'5" 16'.)" 110 M,P,H, 35 10'.9" 10'.11" 11'.5" 12'.3" 13'S' 120 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" 11'1' 12'.9" 125 M,P,H, 26 12'-S" 12'-7" 13'.1" 13'.10" 14'.10" 125 M,P,H, 45 9'.5" 9',8" 10'.3" 11'.2" 12'-S" 140 M,P,H. 32 11'-3" 11'.S" 11'-11" 12'-9" 13'-9" 140 M,P,H, 56 8'-6" 8'.9" 9'-4" 10'-5" 11'.8" Note: Total roof panel WIdth = room Width plus wall width plus overhang, .F.1i1~AIII. Allowable Spans for Industry Standard Riser Panels for Various Loads Aluminum Alloy 3105 H-28 3"" 12" ,,0,019" Riser Panels Ooen Buildings Enclosed Buildinas Wind Applied Overhany COlldillon Wind Applied OverhanQ Condition ReQion Load NONE 1'.0" 2'.0" 3'.0" 4-0" R"olon Load NONE 1'.0" 2'-0" 3'.0" 4'.0" 102 M,P,H, 17 12'.9" 12,11" 13,4 14 I" 15',0" 102 M,PH 29 9',9" 9'.11" 10',6" 11'8' 12'.7" 110 M,P,H, 20 11'9" 11',11" 1~ 5 13 '" 14./" 110 M,P H 35 8',10" 9 1" g'.g" 10'.8' 1 1',11" 120 M,P,H 23 10'11" 11'1' 11 b 1 ' ~,. 13'1' 120 M P H 41 If :'" 8 5" 0' 1" 10':-''' 11' ~" 125 M,P,H, 26 10'.3" 10'.6" 11',0 11,11" 13'.0" 125 M,PH 45 7',10" 8'1" 8'.9" 9',10" II',;>" 140 MPH 32 9',3" 9'6' 10 1" 11' 1" 12'.)" 140 M,P,H 56 7'.0" ,'-3" 8'1" 9'.3" 10'.8" 3" x 12" " 0 026" Riser Panels Opell BUlldIIlQ~ Ellclo~ed BUlldlnQs Wind Applied OVl:rhallY Condltoon Wind Applied Overhany Condillon R"OIOIl Load NONE I 1'.0" 2'.0" 3'.0" 4'.0" R"Qlon Load NONE 1'-0" 2'.0" 3'-0" 4'.0" 102 MPH, 17 " 16'.8" 17'-3" 18'.0" 102 M,P,H, 29 12'.4" 12'.6" 12'.11" 13'.9" 14'-9" 110 MP,H 20 14'.11' 15'.0" 15'.5" 16'.1" 16'.11" 110 M,P,H, 35 11'.3" 11'8' 11'.11 I" ,i' 13',10" 120 M,P,H, 23 13'.11" 14'.0" 14'.5" lS'.l" 16'.0" 120 M,P,H 41 1O'.S" 10',7" 11' 2' ,")' 0" 13 1" 125 M,P,H, 26 13'.1" 13'.2" 13'.8" 14'-4" IS'-4" 125 M,P,H, 4S 9'.11" 10' 1" llJ'K 11' -;''' 129' 140 M,P,H 32 11'.9" 11'.11" 12'.5" 13'3" 14'.3" 140 M,P,H, 56 8',11" 9'1' 9'9' . " 9' 11' 11" '0 3"" 12" " 0,032" Riser Panels Ooen BuildlOQS Enclosed BulldlllQS Wind Applied OverhanQ Condition Wind Applied Overhang Condition R"olon Load NONE 1'.0" 2'.0" 3'.0" 4'.0" Reolon Load NONE 1'.0" 2'.0" 3'.0" 4'.0" 102 MP,H, 17 17',10" 17',11" 18'.4" 18',10" 19'.7" 102 M,PH 29 13',8" 13',10" 14'.3" 14'1 I" 15' 10" 110 MP,H, 20 16'.6" 16',7" 16'.11" 17'.6" 18'.4" 110 M,P,H, 35 12'.5" 12'.7" 13'.1" 13'.10" 14',10" 120 MPH 23 15' 4" 15'6" 15',11" 16'.6" 17'.4" 120 MPH 41 11'.6" 11' 8' 1?'.">" 12'11" 14',0" 125 MPH 26 14 5" 14'7" 14',11" 15'.8" 16'.6" 125 MP H 45 10'11" 11'.2" 11'.8" 12'.6" 13'-7" 140 M,P,H, 32 13',0" 13'.r 13',8" 14',4" lS'.3" 140 M,PH 56 9,10" 10'1" 10'.8" 11'.6" 12'.8" Note: Total rool panel w,(ltn = room WI(ltn plus wall W,(llh plus overhang Lawrence E. Bennett, P. E. CIVIL ENGINEER. DEVELOPI./ENT CONSUL T ANT PO BOX 4368, SOUTH DAYTONA. FL 32121 TELEPHONE (904) 767-4n4 FAX (904) 767-6556 SEAL PAGE 178 @ COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOU: OR IN PANT WITHOUT THE WRlnEN PERMISSION OF LAWRENCE EO BENNEn, P E SECTION 8 rr 1,00" 0044"[ ~ ALUMINUM FRAMING COMPONENTS A:: 0,24 in.2 WT :: 0,28 pH. Ix:: 0,14 in, 4 Sx:: 0,18 in.3 6063 - T6 1" X 2" X 0.044" OPEN BACK SECTION SCALE: 1/4":: 1" f 1,98"1 r=l--" 0,032" ~ J A:: 0.32 in,2 WT :: 0,37 p.Lf. Ix:: 0,18 in, 4 Sx :: 0,24 in,3 6063 - T6 2" X 2" X 0,032" PATIO SECTION SCALE: 1/4":: 1" r 198" 1 0036-"{ + 1 ~ , . .-{ A:: 0.36 in,2 WT :: 0.41 pH. Ix :: 0.19 in: Sx:: 026 In,> 6063 - T6 2" X 2" X 0,036" PATIO SECTION SCALE: 1/4" :: 1" f1,98"1 0044" EJ .~ A:: 0.42 in,2 WT :: 0.49 pH. Ix :: 0,23 in,' Sx :: 0,31 in,3 6063 - T6 2" X 2" X 0,044" PATIO SECTION SCALE: 1/4" :: 1" Lawrence E. Bennett, P,E. CIVIL ENGINEER. DEVELOPMENT CONSULTANT POBOX 4368. SOUTH DAYTONA. Fl32121 TELEPHONE (904) 767~774 FAX (904) 767-6556 SEAL PAGE f 1.98"1 o 055" I + 1 ~ A:: 0.50 in,2 WT :: 0.57 pH. Ix :: 0.28 in," S;I< :: 0,37 in,3 6063 - T6 2" X 2" X 0.055" PATIO SECTION SCALE: 1/4":: 1" f 1.98", o 055" f + lJ 2" X 3" X 0.050" PATIO SEC 0,055" . + A:: 0,64 in.2 WT:: 0.74 pH, Ix :: 0.75 in: . Sx :: 0.70 in,3 6063 - T6 b o "<t J A:: 0.75 in,2 WT :: 0.86 p,Lf, Ix := 1,53 in4 Sx:: 1,07 in,3 6063 - T6 2" X 4" X 0,050" PATIO SECTION SCALE: 1/4":: 1" A = O,611n,2 WT :: 0,69 pH, Ix =: 0,77 in" Sx :: 0,69 in,3 6063 - T6 2" X 3" X 0.045" PATIO SECTION SCALE: 1/4":: ~" @ COPYRIGHT 1999 196 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT, P E [2,00"1 8' + g 0,044" j FASTENERS SECTION 9 CONCRETE SCREW SPIKE ANCHOR 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 T ANT PO, BOX 4368, SOUTH DAYTONA. Fl32121 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 201 SECTION 2 ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS .F.1ilr;w.~.lI 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 110 MPH 120 MPH I 125 MPH T 140 MPH Applied Load = 17# I Sq, Ft. 20# I Sq. Ft. I 23# I Sq. Ft. I 26# I Sq. Ft. T 32111 Sq, Ft. Load Width 2" x 6" x 0.050" x 0.120" Self Mating Beam 8' 1S'-11" 15'-7" 14'-7" 13'-8" 12'-4" g' 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" 9'.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" g' 18'-3" lS'-10" 15'-8" 14'-9" 13'-4" 10' 17'-4" 15'-11" 14'-11" 14'-0" 12'-7" 11' 1S'-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' 23'.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" 1S'.5" 14'-9" 13' 19',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 g" x 0.072" x 0,224" Self Mating Beam 8' 27'-2" 25',1" 23'-4" 21'-11" 19'-10" ~ 23',8" 22'-0" 20'-9" 18'-8" 10' 22'-5" 20'.11" 19'.8" 17'-9" 11' 23'-2" 21'-4" 19'.11" 18'-9" 1S'-11" 12' 22'.2" 20'.S" 19'.1" 17'-11" lS'.2" 13' 21'.4" 19'.8" 18'-4" 17'-3" 15'.7" J" 14- 20'-7.~ 18'-11" 17'-8" lS'.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" 2S'-S" 23',11" 21'.7" g' 27'.11" 25',9" 24',1" 22'-7" 20' -5" 10' 2S',S" 24'-S" 22',10" 21'-5" 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" lS'-11" 14' 22'-5" 20'-8" 19'-3" 18'-2" lS'-4" 16' 20'-11" 19'-4" 18'-0" lS'.11" 15'-3" Notes: Above spans do not include length of knee brace, Add horizontal length of knee brace to above spans for tOlal beam spans, SEAL Lawrence E. Bennett, P.E. CIVIL ENGINEER. DEVELOPMENT CONSUL T ANT P,O, BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767,6556 PAGE @ COPYRIGHT 1999 68 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT, P E AITACHED & FREESTANDING COVERS AND UTILITY SHEDS SECTION 2 _t:1i1~"'''~ Allowable Attributable Roof Area per Post for Carports. Patio Covers, and other Open Buildings. ALUMINUM POSTS Aluminum Post Wind Load = 102 MPH 110 MPH 120 MPH I 125 MPH T 140 MPH Applied Load = 17 #/Sq, Ft. I 20 #/Sq, Ft. T 23 #/Sq, Ft. r 26 #/Sq, Ft. r 32 #/Sq, Ft. MaKlmum Allowable Roof Area in Square Feet for Various Loads on Post Height Load In Lbs 3" x 3" x 0,090" Hollow Extrusion - Aluminum Alloy 6063 T-6 ' , . , S 184 305 2~9 225 199 162 10 - , .~ 3888 229 194 11)9 150 127 1'. 1.' J 024 178 151 131 116 95 '7 18' 2,268 133 113 99 8/ 71 Height Load In Lbs ~"HOIIOW Extrusion - Aluminum Alloy 6063 T-6 1:;' -9" 6912 346 301 266 216 16'-1" 5.184 T ~9 225 199 16:! 18.,1' 4032 237 T 2~ 175' 155' 126 2C," 3 024 178 r 15'1 131 116 9S- Height load in lbs 4" x 4" x 0 125" Hollow Extrusion. Aluminum Alloy 6063 T-6 15'-9' 9312 548 466 405 358 291 18 ,-" 6 984 411 349 :.C..: 269 218 21 -Ct 5.432 370 277 ;nr ~09 170 23 8 4074 240 204 . '. '5.... 127 Steel Post WlIld load = 102 MPH 110 MPH 120 MPH 125 MPH I 140 MPH Applied Load = 1711/SqFt 20 II/Sq FI 23 IIISq Ft T 26 II/Sq, Ft I 32 #/Sq, Ft. MaXimum Allowable Roof Area In Square Feet lor Various Loads on Post Height Load in Lbs 3" x 3" X 14 Gauge Post. 46 k,s,i. Steel 19'.10 10.050 591 ~o-r 43 38T 314 21.9 7430 437 372 323 286 232 23'~" 5,638 332 282 245 217 176 25',9" 4,371 257 219 f90 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 5'87 5'10 451 36, 23'.6" 8,970 ""5'28 449 :Wo 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,i, Steel ?G'-,,,\ ':' I)SO 744 633 550 487 395 29'-3 9 350 550 468 407 360 292 -Y2.0' (~O 421 358 311 275 223 34' 8' 5"5"00 324 V5 239 212 172 Lawrence E. Bennett, P.E, CIVIL ENGINEER - DEVELOPMENT CONSUL TANT POBOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (90<1) 767.4774 FAX (90<1) 767.6556 SEAL @ COPYRIGHT l~JC)q PAGE NOT TO BE REPRODUCEO IN WHOLE OR IN PART WiTHOUT THE WRlnEN PERMISSION OF LAWRENCE E BENNEn, P E 71 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 0.038" x 0,100" Self Mating Beam 2" x 6" x 0.050" x 0,120" Self Mating Beam 2" x 7" x 0,055" x 0,120" Self Mating Beam 2" x 8" x 0,072" x 0,224" Self Mating Beam f Mating Beam x x 0,082" x 0,306" Self Mating Beam he minimum number of thru-bolls 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" # Thru-Bolts l=D+'I." 1/4" It 3/8" It 2 2 2 2 3 3 4 4 Existing Slab on Grade with unknown reinforcement Isolated Footlllg DimenSions" 1'-0" x 1'-0" x 1'.0" 1'-4" x 1'-4" x 1'-4" 1'.6" x 1'-6" x 1'.6" 1'.8" x 1'-8" x 2'.0" 1'.8" x 1'.8" x 2'-6" 2'-0" 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'.0" Upl.h 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 80 155 132 115 102 83 194 165 143 127 103 270 230 200 177 144 324 276 240 212 172 "Notes: Isolated Footing IS a poured concrete rectangular SOliel (Length x W,Oth x Depth) Slab on grade must be new or In good conaltlon (1) 80# Bag (1) 80# Bag (1) 80# Bag raae With 80 " ba re-m,x concrete ana oackfillea to raae 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 PO, BOX 4368, SOUTH DAYTONA. FL32121 TELEPHONE (904) 767-4774 FA)( (904) 767.6556 SEAL PAGE 72 @ COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITIEN PERMISSION OF LAWRENCE E BENNETI, P E SCREEN, VINYL & GLASS ROOMS (2) #10 x 1" S M S INTO SCREW SLOTS ANCHOR 1" x 2" PLATE TO CONCRETE W/ 1/4" x 2-1/2" CONCRETE ANCHORS WITHIN S" OF EACH SIDE OF EACH POST AND 24" O,C, MAX, MIN, 3-1/2" SLAB 2500 PSI CONC, SxS-10x10 WW.M, OR FIBER MESH VAPOR BARRIER UNDER CONCRETE SECTION 3 AYBE FOR INTERNAL MS 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 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" OC MAX, OR THROUGH ANGLE AT 24" OC, MAX MIN, 3-1/2" SLAB 2500 PSI CONC, SxS-10x10 WWM, OR FIBER MESH VAPOR BARRIER UNDER CONCRETE (4) #10 X 1/2" SM,S, EACH SIDE OF POST o 0 HEADER BEAM o 0 --- H-BAR OR GUSSET PLATE 2" x 2" X 1/1S" ANGLE EACH SIDE ATTACH TO POST AND CONCRETE A T LOAD BEARING WALL WITH (2) #10 X 1/2" S.M.S, EACH SIDE 1" X 2" EXTRUSION '4 <I 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 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 PAGE 81 SCREEN, VINYL & GLASS ROOMS SECTION 3 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" OC, ALONG SIDES (WALK-ON) 2" x 2" OR 2" x 3" HOLLOW RISER PANELS: (3) #8 x 1/2" S,M.S. PER 12" PANEL EADER ATTACHED TO POST WI MIN. (2) #10 x 1-1/2" S,M,S. IN SCREW BOSSES CHAIR RAIL AND KICK PLATE 2" x 2" HOLLOW RAI 2"" 2" x 3" OR 3" x 2" LOW (SEE SPAN TABLES) POST ATTACHED TO BOTTOM WI MIN, (2) #10 x 1-1/2" S,MS, IN SCREW BOSSE EXISTING SLAB MAY BE US IF IT IS IN GOOD CONDIT! AND IT IS APPROVED BY BY THE BUILDING OFFI (1) HIL TI 1/2" x 3-1/2" K BOL TS APPROVED FOR 66 UPLIFT WI STD, PLATED CUT STEEL WASHER (1) 3/8" BOLT FOR 3" POST (2) 3/8" BOLTS FOR 3" x 4" POST FOR SNAP EXTRUSIONS CHAIR RAIL ATTACHED TO POST WITH MIN, (2) #10 x . 1-1/2" S.M.S, IN SCREW SSES 1/4" x 2-1/4" MASONRY ANCHOR @ 6" FROM EACH POST AND 24" O.C, (MAX,) ~,"" TYPICAL UPRIGHT DETAIL SCALE: 1/4" = 1" Lawrence E. Bennett, P,E. CIVIL ENGINEER - DEVELOPMENT CONSUL TANT POBOX 4368. SOUTH DAYTONA. FL32121 TELEPHONE (904) 767-4774 FAX (904) 767-6556 SEAL @ COPYRIGHT 1999 NOT TO BE REPRODuCED 1'1 WHOLE OR ,'I PART WITHOUT THE WRITIEN PERMISSION or LAWRENCE E BENNED, P E PAGE 83 PRIMARY BEAM (SEE TABLE 2 1 1 AND/OR TABLE 2,12) ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS 1-1/2" x 1-1/2" x 0080" ANGLE EACH SIDE OF CONNECTING BEAM WITH SCREWS AS SHOWN @ @ @ @ @ @ UJ ...J a:l ~ 0:: UJ a.. J: I- a.. UJ c CARRIER BEAM (SEE TABLE 2,1,3) SECTION :2 l 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" INTERNALL Y 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" INTERNALL y, 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) UJ ...J a:l ~ 0:: UJ a.. J: I- a.. UJ 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 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 13/4" x 13/4" 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" 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 @ COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE f lJ[ NNETT P f SEAL PAGE 65 ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS SECTION 2 w :e o J: W ~ CD o ~ C) z i= ~ x w SEE CONNECTION DETAILS (SECTION 7) ~ PAN OR COMPOSITE PANEL (SEE TABLES SECTION 7) TOP PLATE PT OR WI VAPOR BARRIER @ ALUMINUM ROOF 2 x 4 TOP PLATE @ ROOF 2 x 2 ALUMINUM OR 2 x 4 LUMBER #2 S.PF (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" SMS 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 w :e o J: W ....J CD o ~ C) z i= C/) X w 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 UTILITY SHED AND CARPORT WALL SECTION SCALE: 1/4" = 1'-0. SHEDS AND UTILITY ROOMS BUILT UNDER SECTION 2 SPECIFICATIONS SHALL BE LIMITED TO 16 FT IN ROOF SPAN DIRECTION AND 200 sa 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 OF~ SOLE PLA T[ TO STUD A END NAIL #16 COMMON 2 B TOE NAIL #8 COMMON 2 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 @ COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT, P E PAGE 55 SECTION 2 ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS INTERNAL OR EXTERNAL RECEIVING CHANNEL SCALE: 1/4" = 1" 2" x 2" x 0,063" ANGLES 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 4 CONCRETE SLAB OR FOOTING NOTE: ATTACHMENT DETAilS SHOWN REQUIRE DIAGONAL BRACING FOR FREE-STANDING COVERS TUBE COLUMN BASE SCHEMATIC INTERNAL BASE SCALE 1/4" = '" 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 60 Nor TO BE REPRODUCED IN WHOLe OR IN PART WITHOUI THE WRITTEN PERMISSION Of lAItIRLNLl I III NNI II .' I ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS SECTION 2 PAN OR COMPOSITE PANEL ROOF - - - - - - - -- - - - - -- - - - - - - - - - - - -- - - -- '" 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/:r 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 ---------------- (/) w a::: ~ 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, TABLE2,12AND/ORTABLE 2.2,1, TABLE 2,2,2) COLUMN NOTCHED TO SUIT SIDE NOTCH POST TO BEAM CONNECTION SCALE: 1/4" = 1" 1 3/4" x 1 3/4" CHANNEL THR WI THRU BOLT (SEE TABLE 2,3 ROOF PANEL SEE SECTION 7 SIDE BEAM @ @ @ @ ANCHOR PER DETAIL FOR P OR COMPOSITE PANEL FOR NUMBER OF BOLT OF POST (SEE TABLE 2, ,063" RECEIVING OL TED TO POST OR SIDE BEAM NUMBER OF BOLTS) OTCH POST TO BEAM CONNECTIO SCALE: 1/4" = 1" BEAM AND POST SIZE 2,11, TABLE 2,1.2 AND 2.2,1, TABLE 2,2.2) COLUMN NOTCHED 1: 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 @ COPYRIGHT 1999 64 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT, P E