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Home My WebLink About01-0722 BUILDING PERMITN~ 0722 CITY OF ZEPHYRHILLS (813) 788-6611 Permit Date //-3 -Of ~ O.,yO BUILDING Property Owner: Job Address: Parcell.D. # E~L p~ "EtI cr fl1-7 5/-1- k c ~C/ 33 ma-y,M. WA-( ME~~ Sewer Conn Water Conn: Water Meter: T,I.F.'s: Zoning: DescriPtion of Work Energy Code: S c r- ~ (<.oQ ~""" Radon Gas: FINAL C.O. DATE NO OCCUPANCY BEFORE C.O. Complete Plans, Specifications and Fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. DATE Inspector City License Registration , State Certified license' Permit Fee '/<signature . Company Address )(!' elephone # Valuation or Contract Price 3/~so . ~ t:l 5 'i '1 --7f;- -=? 52 "3 IJ -fD Z /JIll,.... BUilDING ELE~l . PLUM~ P' MEC~ ~ Tp. Servo Rough In Meter Can Const. Pole Pool Pre-Meter Final Ftr. Pre SLB Lintel FRM. Insul. CL WL SlB Tub Set Water Sewer Final Breakers Ducts Ins!. Compressor Final 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. CITY OF ZEPHYRHILLS PERMIT APPLICATION BUILDING DEPARTMENT 5335 Sth STREET ZBPHYRHILLS, FL 33540 Phone:S13-7S0-0020 Fax:S13-7S0-0021 DATB PLANS OWNER'S NAME U --/ /1r 3;f-~~ JOB SITE ADDRESS .1 ij :S:3 J1f4c I it t::) / . Wy ( PHONE CONTACT 15/d - J'f/!7- :Y:7/~ LEGAL DESCRIPTION: LOT(S) BLOCK SUBDIVISION PARCEL ID # WORK PROPSED: ~CONSTRUCTION (OBTAIN FROM PROPERTY TAX NOTICE) o ADDITION o ALTERATION o REPAIR o INSTALL OSIGN o MOVE o DEMOLISH PROPOSED USE: OSGL FAMILY DWELLING OMULTI-FAMILY 0# OF UNITS o MOBILE HOME o OTHER o COMMERCIAL o INDUSTRIAL o SWIMMING POOL DESCRIPTION OF WORK c:J RESTAURANT & HEALTH DEPARTMENT APPROVAL OCt"eeq /F6b IA-1 BUILDING SIZE 3!fiJII. /6 Xlf SQUARE FOOTAGE /v 0 ) f HEIGHT 71 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 o BUILDING $ 33S-o, &0 VALUATION OF TOTAL CONSTRUCTION o ELECTRICAL AMP SERVICE o FLORIDA POWER o W.R.E.C. o PLUMBING o MECHANICAL $ VALUATION OF MECHANCIAL INSTALLATION o GAS o ROOFING o SPECIALTY o OTHER TYPE OF CONSTRUCTION: 0 BLOCK o FRAME o STEEL o OTHER FINISHED FLOOR ELEVATIONS IS PROJECT IN FLOOD ZONE BUILDER L ~L COMPANY & STATE CERT OR REGIST , CITY PROCESSING # ~ _'77 ************************************************~************** SIGNATURE ELBCTRICIAN SIGNATURE COMPANY STATE CERT OR REGIST # CITY PROCESSING # ****************************************************************** PLUMBER COMPANY STATE CERT OR REGIST # CITY PROCESSING # SIGNATURE MECHANICAL ****************************************************************** COMPANY STATE CERT OR REGIST # CITY PROCESSING # SIGNATURE ***************************************************************** OTHBR SIGNATURE COMPANY STATE CERT OR REGIST # CITY PROCESSING # ***************************************************************** ',' 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 d6mpliance 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 ~hd Consumer Affairs. If the applicant is someone other that the ~owner", I cerify that I nave 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 permdt 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 permdt issued shall become invalid unless the work authorized by such permdt 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 $2,500 IN VALUE DO NOT NEED TO RECORD AND POST A ~NOTICE OF COMMENCEMENT". SIGNATURE: OWNER OR AGENT SIGNATURE: CONTRACTOR 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 [).iid not take an oath o who has produced (type and whoD did Ddid not Signature of person taking acknowledgement Signature of person taking acknowledgment Name typed, printed or stamped Name typed, printed or stamped '. It '[0 ?-- ALuw\ '3 Lf1.1 (i1lJtlJr.:k- t.AJA-, ?;c,..(26-(;~ 1~ I!^ " ..;. . SQ, F&T ~ '. '.C .. . ... at u...s ....-... $ OTIfERAMA ')MOIER___ S . . YAU.IA'TICN S . .- . -- s foO, c~ s ;JIlt -.,- - s 1'l/17' . - .s tJlA . ;J /It .14v 5c) f-.f. s . L{ C /, l Tl JI"S :[S . J :E' I-I i..fU ,to . .. I - -- -- --- -- -. -.--- --- ---- --- We propose hereby to fur!1ish material 'and lab.or - complete in accordance with the above specification~!l the ,ium of: ; I ...~ ~ ~ /"", $ . ~ / /n^t~ / / .' I 'n~ /./ ',I I )"" j./;,. f / /, '/" .' /..1:7 // /' ./ ',J' Respectfully /,~ '~"'1 /~/"/~' .......... \/' [' _d~f'"-:?'" (,/- r:;L ~..,.:.-t;!., ;;::,.r submitted, _ , . Note - this proposal may be withdrawn by us if not accepted within Fax # We hereby submit specifications and estimates for: -~"'";;"'~~~~~o;;;.;,.;'''C'~~ >=1"7P r..?;4';,~)IL.'.'.'.'..".'.i,.1~~';~, ...... .... . ..................... -J .~. V --:< . "',;./} .......'1/, ...... ..............-/ ..., .'. e,il-Jet /(q~ '":)' r j~_> J {~'~-5t'-?7~!~/~ Z<~Z;=l(tIC::;;'5 i .. .. ;17m .. .. "', .. . ill 'm (:.'t?i-"?1?6~'f,,!,c;J .... ..~ I \lift:1 with payments to be made as follows: Any alteration or deviation from above specificatio~s 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. acciden!s, or delays beyond our control. tlropo5'al Page # of pages ~X' ~-)- <7 U :.'5 c1 . /~~ r 0 (1.Jc..~ J ~. /./ ...~ ? - ; / f [1/1 ~ A to Z Aluminum Ljj;~1.5 /<::1'/ I,~~~/ j C~? ,/ /, ! L. (813) 715-7523 ,/ '-I <de 9 l:/ Zephyrhills, FL rlu" c::; / ,.,) I . i / <;l(/),-) ,)I'I/)- / ..c /'/CJY>1e U I v !.:.. '........ ,"'?' jj Job Name Job # Job Location if Date Date of Plans I . -"/-; , 6__ .., ..~..... ....i'2- ~--.. ....... ......,..... ',...., ...~...t?~ r................~;;~~t::.. .,,2;.... ~ )2~:c..l)'m..... .D fj/.tf/ \fI~r ...... . .{';, ~~~' ~ ~ys, Signature ~ The above prices, specifications and conditions are satisfacto\y, and are hereby accepted, You are authorized to do the work as specified, Payments will be made as outlined above. ~cctptanCt of ~ropo.s'al /- '/ /..--'...., Date of Acceptance a. NC3819 MADE IN USA Signature ref f/I (} _-tfUV) T ~}<) oP Roo M AJd .---.- ~creet1 (-?D () WI C7~ /( j VI /'.(211I -ler _ t1 . Fb Ilow Rrc'" , P -sf+ed f(oo-f' U I h Y I , ref / r (,. --:;,(~ ~c (7'". /C .,'- t:7 T E:")'./5~ Sft;d \ I P'l1511:---{ ] .-- 5H~ :"I /' .,J " ) e~ \~\ ~~~~ 1 ....L- '0' I I I I 'C I $D ! V !l , ~\) I I I I AU WORK SHAIJ. 1 COD COMPLY WITH ~ ",_~ ~~ BUILDIItG. ii:::I1UN . C. AND CITY OF IS, OI~D!Ntr!f}~~. lEPHYRHfLLs -5' DATE BUILOING e hI) jj _12}~!~c~_q /h_u!2(0::,~/;-ll(___ 7Z L-~4,~,~~Jr 1"1-' fc, -P-, --- '[I jll lId _ ",. / Ii /, /./-/; __I', .J-, _ ie_ :_/~ I 5'- SECTION 3 SCREEN, VINYL & GLASS ROOMS 5/16"0 GALVANIZED 'ALL THREAD' OR 'THREAD ALL' EMBEDDED IN CONCRETE OR FASTENED TO CONCRETE WI APPROVED CONCRETE ANCHOR@24"O.C. MAX. AND WITHIN 6" OF EACH UPRIGHT OR APPROVED ALTERNATE ALTERNATE 1/4" x 6" CONCRETE SCREW THROUGH 1" x 2" AND ROWLOCK INTO FIRST COURSE OF BRICKS (1) #5 0 BARS WI 3" COVER (TYPICAL) = z co - ~ 'k--- ~ (M~~,) l ALUMINUM FRAME SCREEN WALL ROWLOCK BRICK KNEEWALL TYPE'S' MORTAR REQUIRED FOR LOAD BEARING BRICK WALL ALTERNATE CONNECTION OF SCREENED ENCLOSURE FOR BRICK OR OTHER NON- STRUCTURAL KNEE WALL 1" WIDE x 0.063" STRAP@ EACH POST FROM POST TO FOOTING WI (2) #10 x 3/4" S. M. S. STRAP TO POST AND (1) 1/4" x 1-3/4" TAPCON TO SLAB OR FOOTING 4" (NOMINAL) PATIO CONCRETE SLAB WI 6 x 6 - 10 x 10 WELDED WIRE MESH OR FIBER MESH CONCRETE ...... BRICK KNEEWALL AND FOUNDATION FOR SCREEN WALLS 2'-0" MIN. BEFORE SLOPE ~ I l' ~ (1) #50 BAR CONT. 11_ 7;llin=J1l.:;;:~111=111=11 TYPE I FLAT SLOPE I NO FOOTING 0_2" 112" TYPE II MODERATE SLOPE FOOTING 2" 112" - 1'-1 0" (1) #50 BAR CONT. 1'-0" TYPE III STEEP SLOPE FOOTING > 1'-10" NOTES: 1. NO FOOTING REOulRED EXCEPT WHEN ADDRESSING EROSION UNTIL ENCLOSURE EXCEEDS 16'-0" FROM HOST STRUCTURE THEN A TYPE II FOOTING IS REQUIRED. ROOMS GREATER THAN 400 SQ. FT. REQUIRE TYPE III FOOTING. 2. MONOLITHIC SLABS AND FOOTINGS SHALL BE MINIMUM 2,500 PSI CONCRETE WITH 6 x 6 -10 x 10 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 Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSUL TANT P.O, BOX 4368, SOUTH DAYTONA. FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767.0556 SEAL PAGE @ COPYRIGHT 2000 3-16 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P,E, SECTION 3 SCREEN, VINYL & GLASS ROOMS * - UPRIGHT HEIGHTS SPANS PER TABLES COMPOSITE PANEL OR PAN TYPICAL SLOPED SOLID ROOF ENCLOSURE TYPICAL GABLE SOLID ROOF ENCLOSURE SEAL Lawrence E. Bennett, P. E. CIVIL ENGINEER - DEVELOPMENT CONSUL TANT P.O, BOX 4368. SOUTH DAYTONA, FL32121 TELEPHONE (904) 76704774 FAX (904) 767~ PAGE USE BEAM TO WALL DETAIL @ COPYRIGHT 2000 3-4 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E, BENNETT, P.E. 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-6 Wind Zone 102 MPH I 110 MPH I 120 MPH I 130 MPH I 140 MPH I 150 MPH Applied load 17 # I Sa. FU 20 # 1 Sa. FU 24 # 1 Sa. FU 2S II 1 Sa. FtJ 32 II 1 Sq. Ft.l37 # 1 Sa. Ft load Width 3" x 2" x 0.045" 5' 6'-6" 6'-0" 5'-6" 5'-1" 4'-9" 4'-5" 6' 5'.11" 5'-6" 5'-0" 4'-8" 4'-4" 4'-0" 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" ii' 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 2" x 3" x 0.045" 5' 6'-9" 6'-3" S'-g" 5'-3" 4'-11" 4'-7" 6' 6'-2" 5'-8" 5'-3" 4'-10" 4'-6" 4'-2" 7' 5'-8" 5'-3" 4'-10" 4'-6" 4'-2" 3'-10. 8' 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" 3'-2" 2'-11" Load Width 2" x 4" x 0.050" 5' 10'-1" g'-S" 8'-7" 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" 5'-10" 8' 7'-11" 7'-5" 6'-10" 6'-3" 5'-10" 5'-5" 9' 7'-6" 7'-0" 6'-5" 5'-11" 5'-6" 5'-2" 10' 7'-2" 6'-8" 6'_1" 5'_7" 5'-3" 4'-10" 11' 6'-10" 6'-4" 5'-10" 5'-4" 4'-11" 4'-8" 12' 6'-6" 6'-1" 5'-7" 5'-2" 4'-9" 4'-5" 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, Fl32121 TELEPHONE (904) 787-4n4 FAX (904) 767-6558 SEAL PAGE 3-18 . @ 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 Table 3.1.3 Allowable Spans For, CARRIER Beams in a Solid Roof, ENCLOSED Structures 102 MPH Wind Zone, Applied Load = 30 Ibs/sqft Aluminum Alloy 6063 T -&, Fb. 15,000 psi Tributary Load Width Single Self-Mating Beams 6'-0" I 8'-0" 110'-0"'12'-0"114'-0"116'-0"118'-0'" 20'-0"122'-0"124'-0"126'-0"128'-0" Allowable Span "L. 2" x 4" x 0,038" x 0,100" 7' -10" 6'-9" 6'-1" 5'-6" 5'-2" 4'-10" 4'-6" 4'-3" 4'-1" 3'-11" 3'-9" 3'-7" 2" x 5" x 0.050" x 0.100" 9'-8" 8'-5" 7'-6" 6'-10" 6'-4" 5'-11" 5'-7" 5'-4" 5'-1" 4'-10" 4'-8' 4'-6" 2" x 6" x 0,050" x 0.100. 11 '-5" 9'-10" 8'-10" 8'-1" 7'-6' 6'-11" 6'-7" 6'-3" 5'-11" 5'-8" 5'-6" 5'-3" 2" x 7" x 0,055" x 0,120" 12'-10" 11 '-1" 9'-11" 9'-1" 8'-5' 7'-10" 7'-5" 7'-0" 6'-8" 6'-5" 6'-2" 5'-11" 2" x 8" x 0,072" x 0.224" 16'-7" 14'-5" 12'-11" 11'-9" 10'-11" 10'-2" 9'-7" 9'-1" 8'-8" 8'-4" 7'-11" 7'-8" 2" x 9" x 0.072" x 0.224" 18'-5" 15'-11" 14'-3" 13'-0" 12'-1" 11'-3" 10'-8" 10'-1" 9'-7" 9'-3" 8'-10" 8'-6" 2" x 9" x 0,082" x 0.306" 19'-11" 17'-3" 15'-5" 14'-1" 13'-0" 12'-2" 11'-6" 10'-11" 10'-5" 9'-11" 9'-7" 9'-3" Tributary Load Width Double Self-Mating Beams 12'-0"'14'-0"116'-0"'18'-0"120'-0"122'-0"124'-0"126'-0"128'-0"130'-0"132'-0"134'-0" Allowable Span "L. 2" x 8" x 0.072" x 0,224" 16'-7"115'-5"(14'-5"113'-7"112'-11"'12'-3"111'_9"'11'-4'110'-11"(10'-6"110'-2"19'-11" 2" x 9" x 0,072" x 0,224" 18'-5"117'-1"115'-11"115'-1"114'-3"113'-7"113'-0"112'-6"/12'-1"111'-8"'11'-3'110'-11' 2" x 9" x 0.082" x 0,306" 19'-11"118'-5"'17'-3"116'-3"'15'-5"'14'-8"114'_1"113'_6"113'-0"112'-7"112'-2"'11'-10' Double Self-Mating Beams with Tributary Load Width 2 x 4 5MB added to Top/Bottom 20'-0"1 22'-0'" 24'-0'" 26'-0'" 28'-0"1 30'-0'" 32'-0"( 34'-0'" 36'-0"1 38'-0"140'-0"1 42'-0" (perpendicular to webs) Allowable Span "L" 2" x 8" x 0.072" x 0.224" 13'-11"'13'-4"112'-9"112'-3"111'-10"111'-5"111'_1"110'_9"'10'-5"110'-2'19'-11" 9'-8' 2" x 9" x 0,082" x 0,306" 15'-4"114'-8"114'-0"113'-6"'12'-11"112'_7" 112'-2"111'-9"111'-5"111'-2"110'-10"'10'-7" 2" x 9" x 0.082" x 0,306" 16'-4"115'-6"114'-11"'14'-4"113'-9"113'-4"'12'_11"112'-6"112'-2"111'-10"111'-6"'11'-3" Wind Zone Conversion: Table is constructed for 102 mph wind zone, open structure (29 Ibslsqft), to convert tabular value to higher (more severe) wind zones, multiply by the factors in the following Conversion Table: Wind Applied Conversion Zone Load Factor 102 29 1,00 110 35 0,91 120 41 0,84 125 45 0,80 140 56 0.72 - Lawrence E. Bennett, P. E. . CML ENGINEER - DEVELOPMENT CONSUL TANT P,O, BOX 4368. SOUTH DAYTONA, Fl 32121 TELEPHONE (904) 767Jon4 , . FAX (904) 767-$56 SEAL @ COPYRIGHT 2000 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRIITEN PERMISSION OF LAWRENCE E, BENNETT, P,E. 3-19 SCREEN, VINYL & GLASS ROOMS SECTION 3 Table 3.2.2 Allowable Upright Heights Screen, Vinyl and Glass Rooms Aluminum Alloy 6063 T-6 3" x 2" x 0.045" Hollow Extrusion Wind Zone Load 102 M.P.H. I 110 M.P.H. I 120 M.P.H. I 130 M.P.H. I 140 M.P.H, I 150 M.P.H. Width Applied Load 8 # ISQ. Ft. 9 # ISq. Ft. 10 # ISq. Ft. 12 # ISq. Ft. 15 # ISq. Ft, 16 #/~ Ft. 36" 12'-6" 11'-8" 10'-8" 9'-10" 8'-11" S'-6" 42" 11'-7" 10'-9" 9'-11" 9'-1" S'-4" 7'-11" 48" 10'-10" 10'-1" 9'-3" 8'-6" 7'-9" 7'-5" 54" 10'-3" 9'-6" 8'-9" S'-O" 7'-4" 6'-11" 60" 9'-8" 9'-0" 8'-3" 7'-7" 6'-11" 6'-7" 66" 9'-3" S'-7" 7'-11" 7'-3" 6'-8" 6'-4" 72" S'-10" S'-3" 7'-7" 6'-11" 6'-4" 6'-0" 78" 8'-6" 7'-11" 7'-3" 6'-S" 6'-1" 5'-9" 84" 8'-2" 7'-7" 7'-0" 6'-5" 5'-1 G" 5'-7" 90" 7'-11" 7'-4" 6'-9" 6'-2" 5'-8" 5'-5" 2" x 3" x 0,045" Hollow Extrusion Wind Zone Load 102 M.P.H. I 110 M.P.H. I 120 M.P.H. I 130 M.P.H. I 140 M.P.H., 150 M.P.H. Width Applied Load 8 # ISq. Ft. 9 # ISq. Ft. 10 #I ISq. Ft. 12 # ISq. Ft. 15 # ISq. Ft. 16 #I I~q. Ft. 36" 14'-3" 13'-3" 12'-2" 11'-2" 10'-3" 9'-9" 42" 13'-3" 12'-3" 11'-4" 10'-4" 9'-6" 9'-0" 48" 12'-4" 11'-6" 10'-7" 9'-8" S'-10" 8'-5" 54" 11'-8" 10'-10" 9'-11" 9'-2" S'-4" 7'-11" 60" 11 '-1" 10'-3" 9'-5" S'-S" 7'-11" 7'-6" 66" 10'-7" ' 9'-10" 9'-0" S'-3" 7'-7" 7'-2" 72" 10'-1" 9'-5" S'-S" 7'-11" 7'-3" 6'-10" 78" 9'-8" 9'-0" 8'-4" 7'-7" 6'-11" 6'-7" S4" 9'-4" S'-8" 7'-11" 7'-4" 6'-S" 6'-4" 90" 9'-0" S'-S" 7'-9" 7'-1" 6'-6" 6'-2" 2" x 4" x 0,050" Hollow Extrusion Wind Zone Load 102 M.P.H. I 110 M.P.H. I 120 M.P.H. I 130 M.P.H. I 140 M.P.H. I 150 M.P.H. Width Applied Load 8 # ISq. Ft. 9 # ISq. Ft. 10#/Sq. Ft. 12 # ISq. Ft. 15 # ISq. Ft. 16 # ISq. Ft. 36" 19'-7" 18'-2" 16'-9" 15'-4" 14'-0" 13'-4 " 42" 18'-1" 16'-10" 15'-6" 14'-2" 12'-11" 12'-4" 4S" 16'-11" 15'-9" 14'-6" 13'-3" 12'-2" 11 '-6" 54" 15'-11" 14'-10" 13'-8" 12'-6" 11'-5" 10'-10" 60" 15'-2" 14'-1" 12'-11" 11'-10" 10'-10" 10'-4" 66" 14'-5" 13'-5" 12'-4" 11'-4" 10'-4" 9'-10" 72" 13'-10" 12'-10" 11'-10" 10'-10" 9'-11" 9'-5" 78" 13'-3" 12'-4" 11'-4" 10'-5" 9'-6" 9'-1" 84" 12'-10" 11'-11" 10'-11" 1 O'-a" 9'-2" S'-9" - 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 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. Using screen panel width "W" (See typical glass room drawing.), select upright required from the maximum height allowed for each extrusion. Screen Splines on 3" side, extrusion tumed with 3" side parallel to sole plate, Lawrence E. Bennett, P. E. CIVIL ENGINEER - DEVELOPMENT CONSUL TANT P.o. BOX 4368. SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767-6556 SEAL @ COPYRIGHT 2000 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. PAGE 3-21 SOLID ROOF PANEL PRODUCTS SECTION 7 r . M L 1 48" 1.0 # DENSITY E.P.S. FOAM & 3105 H-14 OR H-25 ALUMINUM ALLOY PATENT # 4,769,963 AND 5,086,599 SNAP - N - LOCK PANEL @ Table 7.4.1 Structall Building Systems Inc. Snap & Lock @ Composite Roof Panels Allowable Spans for Composite Roof Panels @ Various Loads Aluminum Alloy 3105 H-14, H-25 Foam Core E,P.S, 1# Density Manufacturers Proprietary Products: 3" x 48" x 0.019" Panels Open Buildings Enclosed Buildings Wind Applied Overhang Condition Wind Applied Overhang Condition Region load NONE 1'-0" 2'-0" 3'-0" Region load NONE 1'-0" 2'-0" 3'-0" 102 M.P.H. 17 14'-7" 14'-8" 15'-1" 15'-9" 102 M.P.H. 30 10'-11 11'-2" 11'-8" 12'-6" 110 M.P.H. 20 13'-6" 13'-8" 14'-1" 14'-9" 110 M.P.H. 35 10'-2" 10'-5" 10'-11 11'-10" 120 M.P.H. 24 12'-5" 12'-6" 13'-0" 13'-9" 120 M.P.H. 41 9'-4" 9'-7" 10'-2" 11'-1" 130 M.P.H. 28 11'-5" 11'-7" 12'-1" 12'-11 130 M.P.H. 48 8'-8" 8'-10" 9'-6" 10'-6" 140 M.P.H. 32 10'-7" 10'-9" 11'-4" 12'-2" 140 M.P.H. 56 8'-0" 8'-3" 8'-11" 10'-0" 150 M.P.H. 37 9'-11" 10'-1" 10'-8" 11'-7" 150 M.P.H. 64 7'-6" 7'-9" 8'-6" 9'-7" 3" x 48" x 0.024" Panels Open Buildings Enclosed Buildings Wind Applied Overhang Condition Wind Applied Overhang Condition Region load NONE 1'-0" 2'-0" 3'-0" Region load NONE 1'-0" 2'-0" 3'-0" 102 M.P.H. 17 16'-4" 16'-5" 16'-10; 17'-5" 102 M.P.H. 30 12'-4" 12'-6" 12'-11; 13'-9" 110 M.P.H. 20 15'-2" 15'-3" 15'-8" 16'-4" 110 M.P.H. 35 11'-5" 11 '-8" 12'-2" 12'-11' 120 M.P.H. 24 13'-11" 14'-0" 14'-5" 15'-2" 120 M.P.H. 41 10'-6" 10'-8" 11'-3" 12'-1" 130 M.P.H. 28 12'-10" 12'-11 13'-5" 14'-2" 130 M.P.H. 48 9'-8" 9'-11" 10'-6" 11'-5" 140 M.P.H. 32 11'-11" 12'-1" 12'-7" 13'-4" 140 M.P.H. 56 8'-11" 9'-3" 9'-10" 10'-10 150 M.P.H. 37 11'-1" 11'-3" 11'-10" 12'-7" 150 M.P.H. 64 8'-5" 8'-S" g'-4" 10'-4" 3" x 48" x 0.030" Panels Open Buildings Enclosed Buildings ..-. Wind Applied Overhang Condition Wind Applied Overhang Condition Region load NONE 1'-0" 2'-0" 3'-0" Region load NONE 1'-0" 2'-0" 3'..0" 102 M.P.H. 17 18'-10; 18'-11" 19'-3" 19'-9" 102 M.P.H. 30 14'-2" 14'-4" 14'-9" 15'-5" 110 M.P.H. 20 17'-5" 17'-7" 17'-11 18'-5" 110 M.P.H. 35 13'-2" 13'-4" 13'-9" 14'-6" 120 M.P.H. 24 15'-11" 16'-1" 16'-6" 17'-1" 120 M.P.H. 41 12'-1" 12'.3" 12'-9" 13'-6" 130 M.P.H. 28 14'-9" 14'-11" 15'-4" 15'-11 130 M.P.H. 48 11'-2" 11'-4" 11'-10' 12'-8" 140 M.P.H. 32 13' -S" 13'-10- 14'-3" 14'-1.p 140 M.P.H. 56 10'-4" 10'.7" 11'-1" 11'-1.p 150 M.P.H. 37 12' -g" 12'-11" 13'-5" 14'-2" 150 M.P.H. 64 9'-8" 9'-10" 10'-6" 11'-5" Note: Total roof panel width = room width plus wall width plus overhang. ~ BTRUCTALI! .UILDING .V.T.M. I 350 BURBANK. OLDSMAR, FL 34677-4906 LOCAL (813) 855-2627 NATIONWIDE 1-800-969-3706 FAX 813 854-2802 Lawrence E. Bennett, P. E. eML ENGINEER - DEVELOPMENT CONSUL TANT P.O, BOX 4368. SOUTH DAYTONA, Fl32121 TELEPHONE (904) 767-4n4 FAX (904) 767~ @ COPYRIGHT 2000 NOT TO BE REPROOUCEO IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E, BENNETT, P,E, SEAL PAGE 7-35