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Home My WebLink About02-0930 BUILDING PERMITN~ 0930 CITY OF ZEPHYRHILLS (813) 788-6611 Permit "'0 ~)" BUILDING Date /- { -50'" tJ;:{ ELECTRICAL PLUMBING MECHANICAL Sewer Conn Property Owner: Job Address: Parcel I. 0, # Zoning: DescriPtion of Work ~LF 31.fc;? {!~ P~/~Z;u, Water Conn: Water Meter: T.I.F.'s: I E?frgy Code: S~ d- Sl?A.t.lw. th.,. Radon Gas: (J , ()-O NO OCCUPANCY BEFORE C.O. FINAL 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 City License Registration # State Certified License# Permit Fee ;XSignature Company Address ~elePhone# Valuation or Contract Price ?,/()(). ~ , 11 +0 2 A (/ """ , Ftr. Pre SLB Lintel ~ FRM. ./.;L ...If ;tJ;).. t<.Uj Insul. CL WL Tp. Servo Rough In Meter Can Const. Pole Pool Pre-Meter Final SLB Tub Set Water Sewer Final Breakers Ducts I Comp essor Fina AL BUILDING Driveway REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a charge of Twenty Five and 00/100 Dollars ($25.00) shall be made for each trip for each trade: a, Wrong Address b. Condemned work resulting from faulty construction. c. Repairs or corrections not made when inspection called, d. Work not ready for inspection when called. e. Permit not posted on job site. f. Plans not at job site. g. Work not accessible. The payment of inspection fees shall be made before any further permits will be issued to the person owning same. ~c&.~t I ~ .z!i - 0 :A U-- CITY OF ZEPHYRHILLS PERMIT APPLICATION BUILDING DEPAR~ 5335 8~ STREET ZEPHYRHILLS, FL 33540 Phone:813-780-0020 Fax:813-780-0021 DATB RECEIVBD / .....2. '1- tJ :l- PLANS REVIEW FEE OWNER'S NAME /J:, I Ph If ('~o?tf-Cn,u=:, sl;'f/] Pe.r {doT) h PHONE CONTACTJi1y- '6i7-7T'3s ~-- ).pj erv lei /h. I ~ 7-P " JOB SITE ADDRESS LEGAL DESCRIPTION: LOT(S) BLOCK SUBDIVISION PARCEL ID # WORK PROPSED: ~W CONSTRUCTION (OBTAIN FROM PROPERTY TAX NOTICE) D ADDITION DALTERATION DREPAIR D INSTALL DSIGN DMOVE D DEMOLISH PROPOSED USE: DSGL FAMILY DWELLING DMULTI-FAMILY D# OF UNITS D MOBILE HOME D COMMERCIAL D INDUSTRIAL D SWIMMING POOL D OTHER c:J RESTAURANT & HEALTH DEPARTMENT APPROVAL DESCRIPTION OF WORK :5Cre..et( /(CJOVf/l -I- ....!Jhe.d BUILDING SIZE ~O Yc? 0 SQUARE FOOTAGE RtJCJ~?J:J!. &' HEIGHT 18 J , 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 ~UILDING $ ?/M00 VALUATION OF TOTAL CONSTRUCTION o ELECTRICAL AMP SERVICE o FLORIDA POWER o W.R.E.C. D PLUMBING D MECHANICAL $ VALUATION OF MECHANCIAL INSTALLATION D GAS D ROOFING D SPECIALTY D OTHER TYPE OF CONSTRUCTION: D BLOCK o FRAME D STEEL D OTHER FINISHED FLOOR ELEVATIONS IS PROJECT IN FLOOD ZONE AREAD YES D NO SIGNATURE COMPANY U U1 STATE CERT OR REGIST # tri. 60 Y {,., 'i;/7 /J CITY PROCESSING # BUILDER ****************************************************************** ELECTRICIAN COMPANY STATE CERT OR REGIST # CITY PROCESSING # SIGNATURE ****************************************************************** PLUMBER SIGNATURE COMPANY STATE CERT OR REGIST # CITY PROCESSING # ****************************************************************** MECHANICAL SIGNATURE COMPANY STATE CERT OR REGIST # CITY PROCESSING # ***************************************************************** 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 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 ~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 C ENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YO NT END TO OBTAIN FINANC G, CONSULT WITH YOU ENDER OR AN ATTORNEY BEFORE RECORDING YOU N TICE OF CO ENCEMENT. OBS UNDER $2,500 VALUE DO T NEED TO CORD AND POST A ~ I E OF CO EMENT". acknowledged , 1~ 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) [1ho is personally known to me, or of identification) take an oath. o who has produced (type of identification) and who Ddid []::lid not take an oath o who has produced (type and whoD did 0 did not Signature of person taking acknowledgement Signature of person taking acknowledgment Name typed, printed or stamped Name typed, printed or stamped --- --- "-~ ~-"- ---'.~ ."Fi!.,':i\;~..7 --~,--- - .~- -'-'-"-'- ... ~ropo~a( A to Z Aluminum (813) 715-7523 Zephyrhills, FL Page # of pages ~. ...., - rAt7r,~;:'7 ?'(ul_ ?'Yj/- /35." 1, Ill'" rJc~ (,/ - ";,--.// Y -.. ! ~ c/l' ( '~-I /' / - ':.; ..~ I <c..-' /.1 ~/.? /. (/ '/'7 ,:'- j., _ 0 c' 2 L/ C~U ",'7e;- _ C ' I /7 / (" ex", W Job Name Job # o J1 ,.c:;' " i A P L- (.dl- Phone # /"\ . I --r- j ".., /" / ,-/Ie I .L...f'1 rJ :ZS- Job Location Date ,"-/-62 Fax # We hereby submit specification?i and estimates for,:,_.___ . to ...... ........ ... ... ........... .... ........ I...... ..LfC,,?l1c!Q ..//1/( ..~.. ..... .........'.. ----.-~-- ifftl,/" .. i~j/fI(jCP1l2.....'i;t3A!<{A; j r' _..m_____.__.., ,-........ lff1Jf~~-i ;fit~~ ~ ~~~t } 1/./ ~',;-:r:-' --1. / '-t..; ex' L~d4-t t g' PI. I ! j ~q:~. ! ; <;}/-0- 'fr I '"d"TA " i ii....ii6 ",.57;f'e;j ~! i-7/...;;(Z.f?~............I2:.~i-i!.......~iI.....J~...t !O xILfllnxjtvtJrYl.............. (.!6h?/:JC5/l-e /u J1;;Z ~3-:Ij.~J;(~tl!6piiJ~ /?/{(Z ....~/I ~c!~tt!~.... ... ........ . 'AI,4.. . ..tZ7r2~;e:. C!:?tbo.f [~->'-'y - dfd.;!, ;~~l'->~,-~v;l / '---'-- t., -r-}--'"--:---::::..,,"------ _" ./ L../' .....\ I 1 \ {il! \J............. ~<~J~;a~.~~ I f)..v..LJ ~ cue. 60 ~c;!).~~....... ...... .. "'-{;:;T_3'jQ~;oO . '1 , I I I --~ $ We propose hereby to furnish material and labor - complete in accordance with the above specifications for the sum of: /" / / / i ~ /. / , / - / ./ ' ~' / 7# / / /./ //~/. ! ".' Respec~ully / ~:.;?>ij ,~~_~././ submitted ----.::: ./ (7"()- ,. Dollars with payments to be made as follows: 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, accidents, or delays beyond our control. Note - this proposal may be withdrawn by us if not accepted within days. ~tCtptantt of ~ropog~J /' ,'1 The above ~ices, specifications and conditions are satisfactory and are Signature 11; jj "'hereby accepted. You are authorized to do the work as specified. Payments will be made as outlined above. 'i Date of Acceptance Signature &\ NC3819 MADE IN USA J.vf ft 2 zs-' ,. /{)~ zO-f(~f' 70)t~ .5)/~ /0 X)~ .s(..,~ ~~ .. /' 6'1 , - ( \ /0 3\ s~ , zr I tJ ;t I '2- -:<:: ~ Rec.., I ~ I '1 L/ h/ /M> C~ J? reT 'e...- ~Q~-d.- BUILDING SCREEN, VINYL & GLASS ROOMS SECTION 3 MIN. 3-1/2" SLAB 2500 PSI CONe. 6 x 6 - 10 x 10 W.w.M. OR FIBER MESH VAPOR BARRIER UNDER CONCRETE 2" x 2" OR 2- x 3- POST x 9/16- TEK SCREWS BOTH ES -118- x 1- U-CHANNEL OR RE EIVING CHANNEL ANCHOR RECEIVING CHANNEL TO CONCRETE WI FASTENER (PER TABLE) WITHIN 6- OF EACH SIDE OF EACH POST @ 24" O.C. MAX. NCRETE ANCHOR (PER TABLE) 1-1/8" MIN. IN CONCRETE ALTERNATE POST TO BASE CONNECTION DETAIL 1 MIN. 3-1/2" SLAB 2500 PSI -- CONC. 6 x 6 - 10 x 10 W.w.M. OR FIBER MESH VAPOR BARRIER UNDER CONCRETE 2" x 2" OR 2- x 3" POST #8 x 9/16" TEK SCREWS BOTH SIDES 1" x 2-1/8" x 1- U-CHANNEL OR RECEIVING CHANNEL ANCHOR RECEIVING CHANNEL TO CONCRETE WI FASTENER (PER TABLE) WITHIN 6" OF EACH SIDE OF EACH POST @ 24" O.C. MAX. CONCRETE ANCHOR (PER TABLE) 1-1/8" MIN. IN CONCRETE ALTERNATE POST TO BASE CONNECTION DETAIL 2 Lawrence E. Bennett, P.E. , CIVIL ENGINEER - DEVELOPMENT CONSUL TANT PO BOX 4368. SOUTH DAYTONA. FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767-<>556 SEAl PAGE @ COPYRIGHT 2000 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT, PE. 3-9 SECTION 3 SCREEN, VINYL & GLASS ROOMS , Table 3.1.2 Allowable Beam Spans" Hollow Extrusions for Screen and I or Vinyl [Open] Rooms with Solid Roofs Aluminum Alloy 6063 T ~ Wind Zone 102 MPH I 110MPH 120 MPH 1 130 MPH I 140 MPH I 1S0 MPH Applied Load 17 #I' Sa. FtJ 20 tI , Sa. FtJ 24 #I' Sa. FIT 2S #I , Sa, FtJ 32 tI, Sa. FtJ37 #I I Sa. Ft Load Width 3" x 2" x 0.045" S' 6',6" 6'-0" 5'~" 5'-1" 4'-9" 4'-5" 6' 5'-11" 5'~" 5'-0" 4'-8" 4'-4" 4'-{)" 7' 5'-6" 5'-1" 4'-8" 4'-4" 3'-11" 3'-9" S' 5'-1" 4'-9" 4'-4" 4'-0" 3'-9" 3'-6" 9' 4'-10" 4'-6" 4'.1" 3'-10" 3'-6" 3'-3" 10' 4'-7" 4'-3" 3'-11" 3'-7" 3'-4" 3'-1" 11' 4'-4" 4'-1" 3'-9" 3'-5" 3'-2" 2'.11" 12' 4'-2" 3'-11" 3'-7" 3'-3" 3'-1" 2'-10" Load Width r x 3" x 0.04S" S' 6:-g" 6'.3" 5'-9" 5'-3" 4'-11" 4'.7" 6' S'-8" S'-3" 4'-10" 4'-6" 4'-2" 7' 5'-8" S'.3" 4'-10" 4'-6" 4'.2" 3'.10" S' 5'-4" 4'.11" 4'-6" 4'.2" 3'-10" 3'-7" 9' 5'-0" 4'-8" 4'-3" 3'-11" 3'-8" 3'-5" 10' 4'-9" 4'-5" 4'-1" 3'-9" 3'-6" 3'-3" 11' 4'-6" 4'-2" 3'-10" 3'-7" 3'-4" 3'-1" 12' 4'-4" 4'-0" 3'-8" 3'-5" ]'.2" 2'.11" Load Width 2" x 4" x 0.050" S' 10'-1" 9'-5" 8'T 7'-11" 7'-4" 6'.11' 6' 9'-3" 8'-7" 7'-10" 7'-3" 6'-9" 6'-3" 7' 8'-7" 7'.11" 7'-3" 6'-9" 6'-3" S'-10" S' 7'-11" 7'-5" 6'-10" 6'-3" 5'.10" 5'-S" 9' 7'~" 7'-0" 6'-5" 5'-11" 5'-6' 5'-2" 10' 7'-2" 6'-8" G'1" S'T S'-3" 4'.10" 11' 6'-10" 6'-4" 5'.10" 5'-4" 4'.11" 4'-8" 12' 6'-6" 6'-1" 5'T 5'-2" 4'9' 4'S' Note: Glass Rooms: The addition of aluminum frame Windows With glass panes that are deSigned to 110 MPH wind load requirements to the above upright SILes Increases the strength so that additional framing IS nol 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) 787~T74 FAX (904) 767~556 SEAL PAGE 3-18 . @ COPYRIGHT 2000 NOT TO BE REPRODUCED IN WHOlE OR IN PAAT WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT. PE SCREEN, VINYL & GLASS ROOMS SECTION 3 Table 3,2,2 Allowable Upright Heights Screen, Vinyl and Glass Rooms Aluminum Alloy 6063 T-O 3" X 2" X 0.045" Hollow Extrusion Wind Zone Load 102 M.P.H. 110 M.P.H. 120 M.P.H. r 130 M.PH. I 140 MPH I 150 M.P.H. Width Applied Load 8 /I ISQ Ft. 9 /I lsa. Ft. 10/1 ISa. Ft. 12 /I ISQ. Ft. 15/1 ISQ. Ft, 16/1 ISQ. Ft. 36" 12'.6" 11'..8" 10'.8" 9'.10" 8'.11" 8'.6" 42" 11'.7" 10'.9" 9'.11" 9'.1" 8'-4' 1'.11" 48" 10'.10" 10'.1" g'.3" 8'.6" T.9" 1'.5" 54" 10'.3" 9'..6" 8'.g" 8'.0" 1'-4 " 6'.11" F 60" g'.8" g'.O" 8'.3" T-7" 6'.11" 6'-7" 66" g'.3" 8'.7" T.11 " 1'.3" 6'.8" 6'-4" 72" 8'.10" 8'.3" 1'.7" 6'.11" 6'-4" 6'.0" 78" 8'.6" 1'.11 " T.3" 6'..8" 6'.1" 5'.9" 84" 8'-2" T-7" T.O" 6'.5" S'.1G" 5'.7" 90" 1'-11" 1'-4" 6'.9" 6'-2" 5'.8" 5'-5" 2" x 3" x 0.045" Hollow Extrusion Wind Zone Load 102 M.PH. 110 MPH I 120 MPH I 130 MPH 1 140 MPH. 150 M.PH. Width Applied Load 8/1 ISQ. Ft. I 9 II ISa Ft. 10/1 ISa Ft. 12/1 ISa. Ft. 15 II ISa. Ft. 16 II ISQ. Ft. 36" 14'.3" I 1 J'T 1'2' T 11''2' 10'.J" g'-g" 42" ~ 1'2' J- 11 ,1. 10' 4" g6" g'O" 48" 11',6" ID," lJ, fl" 8'.10" 8'.5" 54" 11'.8" 10'.10" C)' 1 l' g'l 8'-4' T.l1" 60" 11'.1" 10' :1- 'I ' - fl fl" 7'.11' 7'6" .) 66" 10'.7" 9 10" 'JO" 8',J" 7'.7" T.2" 72" 10'.1" 9.5" 8'fl' 7',1 l' T.J" 6'.10" 78" g'-8" 9'.0" fr.4 " 7'.7" 6'.11 " 6'.7" 84" g'.4" 8' fJ" 7' 1 I - 7' -4" 6'.8" 6'-4" 90" g'-O" 8 -S" IC)" 7',1' 6'.6" 6'.2" 2"" 4" x 0 050" Hollow Extrusion Wind lone Load 102 MPH 110 MPH 120 MPH I 130 MPH I 140 MPH I 150 M.P.H. Width Aoolied Load 8 II ISq, Ft. 9 II ISa Ft. 10 /I ISq Ft 12 II ISq. Ft. 15 # ISQ. Ft. 16 II ISQ. Ft. 36" 19'-7" lH '2" Hi,lj' 15'.4" 14'.0" 13'-4" 42" 18'.1" 16 10" 15.6" 14'.2" 12'-11" 12'.4" 48" 16'.11" 15' C)" 14',6" 1J'..J" 12'.2" 11'.6" 54" 15'.11" 14.10" 13'.8" 12'.6" 11'.5" 10'.10" 60" 15'2" 14'.1" 12' 1 l' 11'.10" 10'.10" 10' -4 " 66" 14'.5" 1J'.5- 12-4 " 11 '-4" 10' -4 " g'-10" 72" 1J'.1 U" 1'2' 1 D" II 1D' 10' 10" C)'.11" C)'S" 78" 13'-3" 12'-4" 1 1-4' 10'.5" g'.6" 9'-1" 84" 12'.10" 11 11' lU'11" 10'.0" g'-2" 8'.g" ~ 90" 12'-4" 11'.6" 10'-7" 9'.8" 8'.10" 8'-5" Notes: Glass Rooms The addition of aluminum frame Windows With glass panes thai are deSigned lo110MPH Wind load requlremenls to the ahove LJPrlCJhl Slles Incre,lses Ihe slrcnqth so thai additional framing IS nol reqUired Using screen panel width "W (See typical glass room draWing ), select upnghl reqUired from the maximum height allowed for each extrusion. Screen Splines on 3" side. extrusion turned with 3" Side parallel 10 sole plate Lawrence E. Bennett, P.E. CIVIL ENGINEER. DEVELOPMENT CONSUL TANT POBOX 4368. SOUTH DAYTONA. FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767~556 SEAL @ PAGE COPYRIGHT 2000 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT. P E 3-21 SECTION 7 SOLID ROOF PANEL PRODUCTS '""\ I I ~~- t I . v I i ,1<--- 48" 1.0 # DENSITY EPS. FOAM & 3105 H-14 OR H-25 ALUMINUM ALLOY PATENT # 4,769,963 AND 5,086,599 SNAP - N - LOCK PANEL @ , --------~- - -1 Table 7.4.2 Structall Building Systems Inc. Snap & Lock @ Composite Roof Panels Allowable Spans for Composite Roof Panels @ Various Loads Manufacturers Proprietary Products: 4" x 48" X 0.019" Panels Open Buildings Enclosed Buildings Wind Applied Overhang Condition Wind Applied Overhang Condition Region Load NONE 1'~" 2'-0" 3'~" Region Load NONE 1'~" 2'~" 3'~" 1 02 M.P.H. 17 1S'-11" 16'-1" 16'-S" 11'-1" 102 M.P.H. 30 12'-1" 12'-3" 12'-9" 13'-6" 110 M.P.H. 20 14'-10" 14'-11" 1S'.4" 1S'-11" 110 M.P.H. 35 11'-2" 11'-S" 11 '-11" 12'-9" 120 M.P.H. 24 13'-7" 13'-9" 14'-2" 14'-10" 120 M.P.H. 41 10'-3" 10'-6" 11'-0" 11'-11" 130 M.P.H. 28 12'-6" 12'-8- 13'-2" 13'-11" 130 M.P.H, 48 g'-6- 9'-8" 10'-3" 11'-3" 140 M.P.H. 32 11'-8" 11'-10 12'-4" 13'- 1- 140 M.P.H. 56 8'-10" g'-O- 9'-8- 10'-8- 150 M.P.H. 37 10'-10" 11'-1" 11'-7" 12'-5" 150 M.P.H. 64 8'-3" 8'-5" 9'-2" 10'-2" 4" x 48" x 0.024" Panels Open Buildings Enclosed Buildings Wind Applied Overhang Condition Wind Applied Overhang Condition Region Load NONE 1'~N I 2'-0" 3'~" Region Load NONE 1'~" 2'~" 3'~" 102 M.P.H. 17 ":~if4. 18'-11" 1 02 M.P.H. 30 13'-6" 13'-8" 14'-1" 14'-10" 110 M.P.H. 20 16'- 1 1'-1" 11'-8" 110 M.P.H. 35 12'-7" 12'-9" 13'-2" 13'-11" 120 M.P.H. 24 1S'-3" 1 '4" 1S' 9" 16'S 120 M.P.H. 41 11'-6" 11'8' 12'-2" 12'-11" 130 M.P.H. 28 14'-1" 14'-3" 14'-8" 1 S'-4" 130 M.P.H. 48 10'-S" 10'-10" 11'-4" 12'-3" 140 MP.H. 32 13'-1" 13'2" 13'8" 14'-4" 140 M.P.H. 56 9'-10" 10'-1" 10'-8" 11'-7" 150 M.P.H. 37 12'-2" 12'-4" 12'-10 13'-7" 150 M.P.H. 64 9'-3" g'-S- 10'-1- 10'-11" 4" x 48" x 0.030" Panels Open Buildings Enclosed Buildings Wind -- Applied Overhang Condition Wind Applied Overhang Condition Region Load NONE 1'~" 2'-0" 3'~" Region Load NONE 1'~" 2'~" 3'~" 102 M.P.H. 17 20'-8" 20'-9' 21'-0" 21'-6" 102 M.P.H. 30 1S'-7" 1S'-9" 16'-1- 16'-9" 110 M.P.H. 20 19'-2" 19'-3" 19'-7" 20'-1" 110 M.P.H. 35 14'-6" 14'-8" 15'-0" 15'-8" 120 MPH. 24 17'-7" 11'-8" 18'-0" 18'-7" 120 M.P.H. 41 13'-3" 13'-5" 13'-10" 14'-7" 130 M.P.H. 28 16'-3" 16'-4' 16'-8" 11'-3" 130 M.P.H. 48 12'-3" 12'-5" 12'-11 13'-8" 140 M.P.H. 32 15'-0" 1S'-2" 1S'-7" 16'-2" 140 M.P.H. 56 11'-4" 11'-7" 12'-1" 12'-10" 150 M.P.H. 37 14'-1" 14'-2" 14'-7" 1S'-3" 150 M.P.H. 64 10'-7" 10'-10" 11'-4" 12'-2" Nole: Total roof panel width = room Width plus wall width plus overhang. Lawrence E. Bennett, P. E. CIVIL ENGINEER. DE VEL OPMENT CONSUL T ANT POBOX 4368. SOUTH DAyTONA rl 12' 2' TELEPHONE (904) 767-4774 FAX (904) 767'<;5'>6 ~ STRUCTALL: I .UILDtNO .VIIT.MB I 350 BURBANK, OLDSMAR. FL 34677-4906 LOCAL (813) 855-2627 NATIONWIDE 1-BOO-969-3706 FAX B13 854-2802 SEAL PAGE 7-36 @ COPYRIGHT 2000 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT. P.E. SCREEN, VINYL & GLASS ROOMS SECTION 3 MINIMUM 3-1/2" SLAB ON GRADE OR RAISED FOOTING (SEE DETAILS FOR FOOTINGS) '-- 'LW ----, FOR MAX. UPRIGHT LENGTH 1" x 2" ~ ROOF I . :I: 1 SELECT EDGE BEAM TABLE 3.1.1 AND / OR TABLE 3.1.2 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" x 2" PLATE TO BOTTOM OF WALL BEAM) AL TERNATE CONNECTION AT FASCIA ALLOWED (SEE SECTION 7 FOR DETAILS) SOLID ROOF LOAD WIDTH FOR ROOF BEAM rr L~2~ SIZE BEAM AND UPRIGHTS (SEE TABLES) L O.H. EXISTING STRUCTURE P = PROJECTION FROM BLDG. LW = LOAD WIDTH VARIES l~ PVARIES---J TYPICAL SCREEN / GLASS ROOM NOTES: ANCHOR 1" x 2" OPEN BACK EXTRUSION WITH 114" x 2-1/4" CONCRETE FASTENER MAXIMUM OF 2'-0" ON CENTER AND WITHIN 6" OF UPRIGHT ANCHOR 1" x 2" TO WOOD WALL WITH #10 x 2-1/2" SHEET METAL SCREWS WITH WASHERS OR #10 x 2-1/2" WASHER HEADED SCREW 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, SELECT FOURTH WALL BEAM FROM TABLE 2.1.3 USING P/2 Lawrence E. Bennett, P. E. CIVIL ENGINEER. DEVELOPMEfoIT CONSUL TANT P.O. BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767-6556 SEAL PAGE @ COPYRIGHT 2000 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3-1 I. A . -p '2-- !tL.,u bU'- . 34'+7 p~ l)61 . LN . I!c~ if S l-hiO " .... .. . SQ, FEET P-=s " .. . .. 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