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Home My WebLink About02-0929 BUILDING PERMIT N~ 0929 CITY OF ZEPHYRHILLS (813) 788-6611 Permit ~r'J.6D BUILDING Date /- 13tO - O;l.. , ELECTRICAL PLUMBING MECHANICAL Sewer Conn Water Conn: Property Owner: EI11.~ ~/'" r- Job Address: 33~S ? ..ef/~ tN. /.AJ -r ';).3& Water Meter: T.I.F.'s: Parcel 1.0. # Zoning: DescriPtion of Work Energy Code: <; ILtJ . , Radon Gas: S~~ . 1 . ;;Lv NO OCCUPANCY BEFORE C.O. FINAL C.O. DATE Complete Plans, Specifications and Fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. DATE Permit Fee ~ig'nature Company Address ~Iephone# ."J/'f - S-YlfJ Valuation or Contract Price 5 000' B-D f City License Registration # State Certified License# /I * Z IIltI~. Tp. Servo Rough In Meter Can Q(.'V #-:/0 Const. P e Pool Pre-Meter Final SLB Tub Set Water Sew Fins' Breakers Ducts I I. Com Final BUILDING Ftr. Pre SLB Lintel / FRM. ';'-1- '3c -02- Insul. CL WL 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. ,. 'J c, ;i) 1r SCREEN, VINYL & GLASS ROOMS SECTION 3 ' MIN. 3-1/2" SLAB 25 CONC6x6-10x10W. OR FIBER MES VAPOR BARRIER UNDER CONCRETE 2" x 2" OR 2" x 3" POST #8 x 9/16" TEK SCREWS BOTH IDES x 2-1/8" x 1" U-CHANNEL OR CEIVING CHANNEL ANCHOR RECEIVING CHANNEL CONCRETE WI FASTENER TABLE) WITHIN 6" OF EACH OF EACH POST @ 24" O.C CONCRETE ANCHOR (PER TABLE) 1-1/8" MIN. IN CONCRETE ALTERNATE POST TO BASE CONNECTION DETAIL 1 ( MIt!..3-1/2" SLAB 2500 PSI CONC. 6 x 6 - 10 x 10 WW.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 P.O 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 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. 130 M.P.H. I 140 MPH.I 150 M.P.H. Width Applied Load 8#/Sq.FI 9 # ISq. Ft. 10 # ISq. Ft. 12 # ISQ. Ft. 15 # ISq. Ft. 16 # 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" T.11" 48" 10'.10" 10'.1" 9'.]" 8'.6" T.9" T.S" 54" 10'.]" 9'.6" 8'.9" 8'.0" 7'-4" 6'.11" E 60" 9'.8" 9'.0' 8'.]" T.7" 6'.11" 6'.7" 66" 9'.]" 8'-7" T.11" 7'.]" 6'.8" 6'-4" 72" 8'.10" 8'.]" T.7" 6'.11" 6'-4" 6'.0" 78" 8'6" 7' .11" 7' ]" 6'.8" 6' 1" S'.g" 84" 8' -2'" T.7" 7'-0" 6'.5" S'.1e," S'T 90" T.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 MPH I 120 MPH I 130 MPH I 140 MPH I 150 M.PH. Width Applied Load 8 # ISq. Ft. 9 # ISQ Ft 10 IIISQ Ft 12 IIISq Ft 15 II ISq. Fl 16 II ISq. Ft. 36" 14'.]" l:J'T 12' 2" 11' 2" 10'.J" g'-g" 42"' 1]'-]" 12' ]" 11 ". 111' ,," g 6' 90" 48" 12'-4" I()'.r lJ H' W-10" 8'S 54" 11'.8" 10'.10" g' 11' 91 B-4" T.l1" 60" 11 '.1" 10']" 'JS 8S" 7' -11" 7' -6" 66" 10'.7" 9-10" g'-O" 8]" 7'T T-2" 72" 10'.1" g'-S" 8'-8' 7'.11" T.]" 6'-10" 78" 9'.S" 9-0" R'.4" 7'7" 6'-11" 6'-7' 84" 9'.4" 8'8" 1 II" 1'-4 " 6'-8" 6'-4" 90" 9'.0" 8S 7 g' 7'. ," 6'.6" 6'-2" 2"' x 4" x 0 050" Hollow ExtrUSion Wind lone Load 102 M.PH I 110 MPH 120 ""PH I 130 ""PH I 140 M.P.H. 150 MPH. Width Applied Load 8 # /Sq. Ft g II /Sq Ft 10 II/Sq Ft 12 II /Sq. Fl 15 # ISq. Ft. 16 II/Sq. Ft. 36" 19' f" IH'r Ii> lJ' 1~' -4 ~ 14'.0' , ]'.4" 42" 18'.1" 16.10' IS .6" 14'2" 12'-11" "2'.4" 48" '6'-11" 15'9" 14 6" 13'-]" 12'-2" .. 1'.6" 54" 15'.11" 14'-' 0' 1]'8" 12'.6" 11'.5" 10'.10" 60" 15'-2'" 14'.1" 12' 11" 11'.10" 10'.10" '0'-4" 66" 14'-5" 1]'-5" 12'-4" 11'-4 " 10'-4" 9'.10" 72" 1]' 10" 12'.10" 11' 10" 10'-10" g'-11" g'S 78" 13'-]" 12'-4" 11'.4" 10'5" 9'.6" 9'.1" 84" 12'-10" 11 11" la' 11" 10'0" g'-2" S'.g" ~ 90" 12'-4" 11'6" 10' r g.S" 8'-10" S'-S" 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 Increilses the strengt!, so that additional framing IS not required Using screen panel width "W (See typical glass room draWing ), select upnght reqtJlfed from the maximum height allowed for each extrusion. Screen Splines on ]" side. extrusion turned with 3" Side parallel to sole plate Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSUL TANT PO BOX 4368. SOUTH DAYTONA. FL 32121 TELEPHONE (904) 161-4774 FAX (904) 167~556 SEAL PAGE @ COPYRIGHT 2000 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRlnEN PERMISSION OF LAWRENCE E BENNEn. P E 3-21 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 I 120 MPH .- 130MPH I 140 MPH I 150 MPH Applied Load 17 #I I SQ. FtJ 20 #II SQ. FtJ 24 #I I sa. FU 28 #I I Sq. FtJ 32 #II S-c, FtI37 ill Sq. 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" 8' 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'.]" 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 2" x 3" x 0.045" 5' ~ 6'.3" 5'.9" 5'.3" 4'-11" 4'.7" 6' 5'-8" 5'.3" 4'-10" 4'-6" 4'-2" 7' 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" 9'.5" 8'.]" 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'.g" 4'.5" Note: Glass Rooms: The addition of aluminum frame windows With glass panes thaI are designod to 110 MPH wind load requirements to the above upright Siles Increases the strength so that additional framing is not required Tables assume extrusion oriented Wlth 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) 7B7~7H FAX (904) 767-6556 SEAL PAGE 3-18 # @ COPYRIGHT 2000 NOT TO BE REPRODUCED IN WHOlE OR IN PART WITHOVT THE WRITTEN PERMISSION Of' LAWRENCE E BENNETT. PE . SECTION 7 SOLID ROOF PANEL PRODUCTS r . ~ Ll 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-LOCKPANEL@ Table 7.4.2 Structall Building Systems Inc, Snap & Lock @ Composite Roof Panels Allowable Spans for Composite Roof Panels @ Various Loads Manufacture,.. 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'-4" 2'-0- 3'-4- Region Load NONE 1'-4- 2'-4" 3'-4" 102 M.P.H, 17 15'-11" 16'-1" 16'.5" 17'.1" 102 M.P.H. 30 12'.1" 12'.3" 12'-9" 13'-6" 110 M.P.H. 20 14'-10" 14'-11 15'-4" 15'-11 110 M.P,H. 35 11 '_2" 11'.5" 11 '.11 12' .g" 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" g'-S" 10'.3" 11 '_3" 140 M.P.H. 32 11'-S" 11'.10 12'-4" 13'.1" 140 M,P.H. 56 S' -10" g'-O" g'.S" 10'-8" 150 M,P.H. 37 10'-10" 11'-1" 11'.7" 12'.5" 150 M,P.H. 64 S'-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'-4" 2'-0" 3'-4" Region Load NONE 1'-4- 2'-4- 3'-4" 102 M.P.H. 17 17'-11" WI 18'''. 18'.11 102 M.P.H. 30 13'-6" 13'.8" 14'-1" 14'.10" 110 M.P.H. 20 16'-8" 17'.1" 17'.8" 110 M.P,H. 35 12'.7" 12',9" 13'.2" 13'-11 120 M.P.H. 24 15'.3" -4" 15'-9" 16'-5" 120 M,P.H. 41 11'.6" 11'.8" 12'.2" 12'.11 130 M.P.H. 28 14'-1" 14'.3" 14'-8" 15'-4" 130 M.P.H. 48 10'-S" 10'.10" 11'-4" 12'-3" 140 M.P.H. 32 13'-1" 13'.2" 13'.8" 14'-4" 140 M.P.H. 56 9'-10" 10'.1" 10'-S" 11'.7" 150 M.P.H. 37 12'-2" 12'-4" 12'-10" 13'.7" 150 M.P.H. 64 9'-3" 9'-5" 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'-4" 2'-0- 3'-4" Region Load NONE 1'-4- 2'-4- 3'-4- 102 M.P.H. 17 20'.S" 20'-9" 21'.0" 21'.6" 102 M.P.H. 30 15'-7" 15'.9" 16'.1" 16' -goo 110 M.P.H, 20 19'-2" 19'-3" 19'-7" 20'.1" 110 M.P.H, 35 14'-6" 14'.S" 15'.0" 15'-8" 120 M.P.H, 24 17'.7" 17'-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' -S" 17'.3" 130 M.P,H. 48 12'-3" 12'-5" 12'-11 13'-8" 140 M.P.H. 32 15'-0" 15'-2" 15'-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" 15'-3" 150 M.P.H, 64 10'.7" 10'-10" 11'-4" 12'-2" Note: Total 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) 767.0556 ~ BTRUCTALI.: BUILDINa eveT.Me SEAL 350 BURBANK. OLDSMAR, FL 34677-4906 LOCAL (813) 855-2627 NATIONWIDE 1-800-969.3706 FAX 813 854-2802 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 SECTIO:~~ 3 L----J! :1 MINIMUM 3-1/2" SLAB ON GRADE or~ RA!SED FOOTING ,SEE DF:TAILS FOR FOOTINGS) r- -if --rr i[ ~ 'LW ~ /r- T-~ I F\OOr.: SELECT EDGE BEAM TABLE 3 11 AND I OR TABLE 3.1 2 VARIES NO MAX (ELEV - ~.~ - FOR MAX I ! UPRIGHT I LENGTH 1" x 2" .. --~--~-------L--~-c:='=I SLAB OR ON GRADE) I TYPICAL GLASS ROOM WITH SOLID ROOF TYPICAL FRONT VIEW FRAMING . d-n,:C"f'Y OF UPRIGHT 1:-, MEASU>~UJ rCROM TOP Of' ," x 2" PLATE TO BOTTOM OF WALL BEl.'.' AL TERNATE CONNECTION AT FASCIA ALLOWED (SEE SECTION 7 FOR DETAil 5\ LOAD WIDTH FOR ROOF BEAM LW S (] l ,U H~) () f' < P/2 ~.- Ui -~~~ I ' I II , ~ 0 H I, . ~i r--u--J Ir EXISTING STRUCTURE SiZE BEAM AN~ Uf-'R.IGH IS .Stet' TAH!. f'S VARIES P '" PROJEC r O~, ; I-.(Drv< E3L:JG LVY = LOAD WIJTH P VARIES TYPiCAl. SCREEN GLASS ROOM NOTES ANCHOR 1" x 2" OPEN BACK EXTRUSION WITH 1/4" x 2-1/4" CONCRETE FASTENER MAXIMU'v1 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 ..." 0' ON CEN T ER J\NUIOR 8tflV N~[) : (JM', INTERNALL Y OR WTM A'-JCHOR CLIPS ^" ~ rr, SCREWS AND WASHf::RS SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P/2 OR C)!2 ~ OH SELECT FOURfH WAU BEAM f'f-.(OM TAB~E:ll J USING P/2 Lawrence E Bennett, P E E"<C!NEER OEV[LOPME,,<r CONSUL fAN! P 'J BOX 068. SOUTH DAYTONA. Fl 3212' TELEPHONE (9().4) 767-477. FAY. (9().41 767-<3556 SEAl y>-,,: G~..j1 ..'GUO PAG .~ .. :~b'.(fD~()()UCrOI,""v'y1--<_'i~_)I-JI~,VA'.J .....' '~":'_J~ ',"~ 1Y,~.(!';f-"""';.i:~,M;:J::'')(,.'~~,-:i-',_ANR~NCE[ tH::.NNf..P ~): 3- ~ CITY OF ZEPHYRHILLS PERMIT APPLICATION BUILDING DBPARTMENT 5335 Sth STRBBT ZBPHYRHILLS, FL 33540 Phone:S13-7S0-0020 Fax:S13-7S0-0021 DATB RBCBIVED (- d fr- 0 :2.. PLANS REVIEW FBB ({Jjlt.t.J! to.;; 9-o~ y OWNER'S NAME ~NY jgj JOB SITE ADDRESS 333 -r- ~ AJ1 PHONE CONTACT15'SL 2/'IS ~ #-:;23~ LEGAL DESCRIPTION: LOT(S) BLOCK SUBDIVISION PARCEL ID # WORK PROPSED: ~W CONSTRUCTION (OBTAIN FROM PROPERTY TAX NOTICE) o ADDITION o ALTERATION o REPAIR o INSTALL DSIGN o MOVE o DEMOLISH PROPOSED USE: DSGL FAMILY DWELLING DMULTI - FAMILY 0# OF UNITS o MOBILE HOME o OTHER o COMMERCIAL o INDUSTRIAL o SWIMMING POOL D RESTAURANT & HEALTH DEPARTMENT APPROVAL DESCRIPTION OF WORK ::5 W :::S~ ~~ ';>tJf)~ SQUARE FOOTAGE ;?td 7 I HEIGHT / () BUILDING SIZE 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 $ S-~, OD VALUATION OF TOTAL CONSTRUCTION D ELECTRICAL AMP SERVICE D FLORIDA POWER D W.R.E.C. o PLUMBING D MECHANICAL $ VALUATION OF MECHANCIAL INSTALLATION o GAS o ROOFING D SPECIALTY D OTHER TYPE OF CONSTRUCTION: 0 BLOCK D FRAME D STEEL D OTHER FINISHED FLOOR ELEVATIONS IS PROJECT IN FLOOD ZONE AREAD YES D NO BUILDBR COMPANY STATE CERT OR REGIST CITY PROCESSING # ****************************************************************** ELBCTRICIAN COMPANY STATE CERT OR REGIST # CITY PROCESSING # SIGNATURE ****************************************************************** PLUMBBR COMPANY STATE CERT OR REG 1ST # CITY PROCESSING # SIGNATURE ****************************************************************** MECHANICAL SIGNATURE COMPANY STATE CERT OR REGIST # CITY PROCESSING # ***************************************************************** OTHBR 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 ER: YOUR FAILURE TO RECORD A NOTICE OF COMM PAYING T C FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU WITH RENDER 0 AN ATTORN EFORE RECORDING YOUR 0 $2,5 0 I VALUE OT NEE RECORD AND POST A "NO C 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) Owho 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 Odid [}iid not take an oath o who has produced (type and whoO did Odid not Signature of person taking acknowledgement Signature of person taking acknowledgment Name typed, printed or stamped Name typed, printed or stamped /4Jj .Lrl- #- ? :3 C, -.......--..""-... ~~ ~-............, I I , I I j I I I I .1 )D y/2 ! .5~..v I ;C,,'1Y..... I ~ E-i 16 T, ~ 10 ~# _1... C p ~ (. C c::r c::... *i1 l ZI' J D SCREEN, VINYL & GLASS ROOMS ANCHOR RECEIVING CHANNEL TO CONCRETE WI FASTENER (PER TABLE) WITHIN 6" OF EACH SIDE OF EACH POST @ 24" O.C. MAX. MIN. 3-1/2" SLAB 2500 P CONC. 6 x 6 - 10 x 10 W.w. OR FIBER MES VAPOR BARRIER UNDER CONCRETE SECTION 3 2" x 2" OR 2" x 3" POST #8 x 9/16" TEK SCREWS BOTH ,riDES 1" x 2-1/8" x 1" U-CHANNEL OR RECEIVING CHANNEL CONCRETE ANCHOR (PER TABLE) 1-1/8" MIN. IN CONCRETE ALTERNATE POST TO BASE CONNECTION DETAIL 1 ANCHOR RECEIVING CHANNEL TO CONCRETE WI FASTENER (PER TABLE) WITHIN 6" OF EACH SIDE OF EACH POST @ 24" O.C. MAX. -i 10 MI~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 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) 767-6556 SEAl PAGE @ COPYRIGHT 2000 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT. PE 3-9 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 MP.H. 150 M.P.H. Width Applied Load 8/1 ISq. Ft. 9/1 ISq. Ft. 10/1 ISa. Ft. 12/1 ISa. Ft. 15/1 ISa. Ft. 16 /I ISa Ft. 36" 12'.6" 11'-S" 10'-S" 9'.10" S' 11" S'.6" 42" 11'.7" 10'.9" 9'.'1" 9'-1" S'-4" 1'.11" 48" 10'.10" 10'-1" g'.J" 8'-6" T.9" T-S" 54" 10'-J" 9'-6" S'.g" S'-O" 1'-4 " 6'.11" F 60" g'-S" g'.O" 8'.J" T-7" 6'.11" 6'-7" 66" g'-J" 8'-7" T.11" T-J" 6'.8" 6'-4" 72" 8'.10" 8'-J" T.7" 6'.11" 6'-4" 6'-0" 78" 8'.6" T.11" T.J" 6'.8" 6' 1" S'.g" 84" 8' -2" T-7" T.O" 6'-5" 5'.10" 5'.7" 90" T.11" T -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 MPH I 120 MPH I 130 M.P.H. I 140 M.P.H. I 150 M.P.H. Width Applied Load 8 /I ISa. Ft. 9/1 ISa Ft. 10/lISa.Ft. 12/1 ISq. Ft. 15/1 ISq. Ft. 16/1 ISq. Ft. 36" 14'-J" 13' J" 1 2' 2' 11' 2" 1 O'.J" g'-g" 42" , 3'.3" 1)' . 11 r 111' oj" 9 to' 9'0" 48" 12'-4" 11)' r 'J w fl" 0" 8' C' '0) 54" 11'-8" 10'-10" 'j' 11' 91 8'-4 ' T-l1" 60" 11'-1" 10'3" 9'S 8.8' 1'-11' 7'6" 66" 10'-7" 9'-10" 9'.0" 8'-J" 1'-7" 1'-2" 72" 10'-1" 9'-5" 8'.8' 7' .11" T.J" 6'-10" 78" 9'-8" g-O" 8-4" 1'-7" 6'-11" 6'.7" 84" 9'-4" 8'.8" 7' "" 7'-4 . 6'-8" 6'-4" 90" g'-O" 8" 5~ I 'J' 7.1" 6'-6" 6'-2" 2" x 4" x 0 050" Hollow Extrusion Wind Zone Load 102 M.PH 110 MPH I 120 MPH I 130 MPH. I 140 M.P.H I 150 MPH. Width Applied Load 8/1 ISq. Ft. 9/1 ISq. Ft 10 /I ISq Ft 12 /I ISq. Ft. 15 # ISq. Ft. 16/1 ISq. Ft. 36" 19'-7" 1 H' 2" Iii' lj" 1 ~'-4" 14'0" 13'-4" 42" 1B'- 1 " '1).IU- 15 -6" '4'-2" 12'-' '" , 2'-4" 48" 16'-11" 15'.9' 14 6" 13'-J" 12'-2" 11'-6" 54" 15'-11 " 14-' U" 13'.8" '2'-6" 11'-5" 10'-10" 60" 15'-2" 14'.1 " 12' 11' 11'-10" 10'-10" 10'-4" 66" 14'-5" 1J'S 12-4" 11'-4" 10'-4" 9'-10" 72" 1J' 1 U" 12' lU. '" lU. 10'-10" 9'-11" g'-S" 78" 1J'-J" 12'-4 " 11 '-4" 10'-5" 9'-6" 9'-1" 84" 12'.10" 11' 1'" 10 '1" 10'.0" g'-2" 8'-9" ---' 90" 12'-4" 11'b' 1 ()' 7" 9'8" 8'-10" 8'-5" Notes: Glass Rooms The addition of aluminum frame Windows Wllh glass pilnes Ihill ilre deSigned to 110 M.P.H Wind 10ild requirements to t~)e ahove upright Slles IncreilSCS the strength so that additional framing is not reqUired Using screen panel width "W (See typical glass room draWing ). select upnght required from the maximum height allowed for each extrusion. Screen Splines on J" side. extrusion turned with J" Side parallel to sole plate Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSUL TANT POBOX 4368. SOUTH DAYTONA. FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767-6556 SEAL PAGE @ COPYRIGHT 2000 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT. P E 3-21 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 I 120 MPH , 130MPH I 140 MPH I 150 MPH Applied Load 17 ## / Sa, FtJ 20 ## / SQ. Ft~ 24 ## / Sa. Ft12S ## / SQ, Ft132 ## / SQ. FtJ 37 ## / SQ. 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'.S" 4'-4" 4'-0" 7' 5'.6" 5'.1" 4'-S" 4'-4" 3'.11" 3'-9" 8' 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 2" x 3" x 0.045" 5' ~ 6'.3" S'.g" 5'.3" 4'.11" 4'.7" 6' S'.S" 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" g' 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" 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'.11" 7'.3" 6'-9" 6'.3" 5'-10" S' 7'-11" 7'-5" 6'.10" 6'.3" 5'-10" 5'-5" g' 7'-6" 7'.0" 6'S 5'.11" 5'-6" 5'.2" 10' 7'.2" 6'.S" 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 deslgnod to 110 MPH 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 TELE~NE(904)787~774 FAX (904) 767~556 SEAL PAGE 3-18 ~ @ COPYRIGHT 2000 NOT TO BE REPRODUCED IN WHOlE OR IN PART WITHOUT THE WRITTEN PERMISSION Of LA\l\lRENCE E BENNETT, P E SECTION 7 SOLID ROOF PANEL PRODUCTS r- Io.~ I ' . v L L---- -1 n__ 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 7.4.2 Structall Building Systems Inc. Snap & Lock @ Composite Roof Panels Allowable Spans for Composite Roof Panels @ Various Loads Manufacturers Proprietary Products: 4M x 48M x 0.019M Panels Open Buildings Enclosed Buildings Wind Applied Overhang Condition Wind Applied Overhang Condition Region Load NONE 1 '.{I" 2'..oM 3' .{1M Region Load NONE l' .{1M 2'.{IM 3'.{I" 102 M.P.H. 17 1S'.11" 16'.1" 16'.S" 17'.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'.S" 150 M.P.H. 64 8'.3" 8'.S" 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 l' .{I" 2'..0" 3 '.{I " Region Load NONE l' .{I" 2' .{1M 3'.{I" 102 M.P.H. 17 17'-11.8'-4" 18'-11" 102 M.P.H. 30 13'.6" 13'-8" 14'-1" 14'-10" 110 M.P.H. 20 16'.8" 7'.1" 17'.8" 110 M.P.H. 35 12'-7" 12'.9' 13'-2" 13'-11' 120 M.P.H. 24 1S'.3" 15'-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" 15'-4" 130 M.P.H. 48 10'-8" 10'-10" 11'-4" 12'-3" 140 M.P.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 '.{I" 2'..0" 3'.{I" Region Load NONE l' .{1M 2' .{1M 3'..oM 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" 1S'.0' 1S'.8" 120 M.P.H. 24 17'.7" 17'-8" 18'-0" 18'-7" 120 M.P.H. 41 13'.3' 13'-S" 13'.10" 14'.7" 130 M.P.H. 28 16'.3" 16'-4" 16'-8" 17'-3" 130 M.P.H. 48 12'-3" 12'-S' 12'.11' 13'-8" 140 M.P.H. 32 1S'.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" Note: Total roof panel wictth = room Width plus wall width plus overhang. Lawrence E. Bennett, P.E. CIVIL ENGINEER. DEVELOPMENT CONSUL TANT POBOX 4368, SOUTH DAYTONA. FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767-6556 ~ STRUCTALI: [ _UILDIND .VIIT.M. 350 BURBANK. OLDSMAR. FL 34677-4906 LOCAL (813) 855.2627 NATIONWIDE 1.800.969-3706 FAX 813 854-2802 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 ~ I KOOF SELECT EDGE BEAM TABLE 3.1.1 AND 1 OR TABLE 3.1.2 I 1" x 2" I ~-.{ 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) ALTERNATE CONNECTION AT FASCIA ALLOWED (SEE SECTION 7 FOR DETAILS) SOLID ROOF LOAD WIDTH FOR ROOF BEAM f---- L W -t I ----- P/2 I .i'- O.H. ~ SIZE BEAM AND UPRIGHTS (SEE TABLES) 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 1/4" 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 - DEVELOPMENT CONSUL TANT PO BOX 4368. SOUTH DAYTONA. FL 32121 TELEPHONE (904) 767-4714 FAX (904) 767-6556 SEAL @ COPYRIGHT 2000 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT. PE PAGE 3-1 ~ropo~al ./ ;~:::t// 70 hiA1'eC'{ T' Page # of pages A to Z Aluminum (813) 715-7523 Zephyrhills, FL Proposal Submitted Tob;!' c---#tLU Address -r>'-' ...-, <.. - -- /7 J- , :5 _'S _>) ~d.&~ Phone # Fax # We hereby submit specifications and estimates for: ; --/-; j~ ,..... I H --=P- /_-5 tp Job Name Job # Job Location Date Date of Plans /D YJZ :5~ --, /t.-FJ jZ;,. ~. ".r^. -- ~.-~-<'::::'_. - '-'. /(9:;" .-..,/ .II, "'f'. ..."1""" )~qlC._mm.,..,~..m?2.t' We propose hereby to furnish material and labor - complete in accordance with the above specifications for the sum of: $ 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. Dollars /'-,) / ( ./ ReSpeCtfUII~y 'f submitte --- Note - this proposal may be withdrawn by us if not accep days. ~cctptanct of t'ropo~al The above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified. Payments will be made as outlined above. Date of Acceptance a NC3819 MADE IN USA Signature )( f Signature . . A -rDL Auv v..'\ I- ...... ~~,3 c. () 1411 1)(0 "/ '.' ,.- ,qti.D . " . c....~. ./J, ...'....1\ I. .. 4 SQ. FET ~ " .. 'IIMICRU- a__ $ O'UER..-..l ~__ . .. '. . UUlA11CII . 50DD. uO ,'j -- . ~i7. 50 . ;V 1ft - . . - -. t. oJ F2-r<:>. 5:. ~ . /' 2-0 jj 'TPntL . 01S,70 A I Tl JlOS {. I ,sft!}