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Home My WebLink About95-5089 BUILDING PERMIT .~. CITY OF ZEPHYRHILLS Permit If · (813) 788-6611 -~508Q ;g Date ';7 - / 0 '. 9" -.l.. -- ~ ELECTRICAL PLUMBING ~::::~:~.'t ;;12Z~ (f"k Parcell.D. # MECHANICAL Sewer Conn Water Conn: Water Meter: T.I.F.'s: Zoning: Energy Code: Description of Work ~A./P A/I .A.h-7~ Radon Gas: FINAL - I ~ -1-;- DATE 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. Inspector City License Registration # State Certified License# .2f1 Pormit Fee ~ ~ Signature ~ (;qt 'tI'-J Company Address Telephone# Valuation or ..... Contract Price ~ 9 .;t~ . cro A<1.iA [J~ / <In:J BUILDING ELECTRICAL PLUMBING MECHANICAL - Ftr. Pre SLB ~ Lintel r tj~ ..: FRM.. ~ <'1 ) 'nsul.~~rl ~ tL>/ Breakers Ducts Insl. Compressor Final SLB Tub Set Water Sewer Final Tp. Servo Rough In Meter Can Const. Pole Pool ,Pre-Meter Final Driveway REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a charge of Fifteen and 00/100 Dollars ($15.00) 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. APPLICATION FOR PERKIT CITY OF ZEPIlYRIIILLS BUlLDIRG DEPARTKENT OWliER'S ADD BESS ;5 OWNER IS BAtIE JOB ADDRESS 6: LEGAL DESCRIPTION: LOT(S) BLOCIL--SUBDIVISION PARCEL LD.' D.'1 -;:) ~ - d. ) - DI;}o - OcaJO-oO'lOCOBTAIN FROM PROPERTY TAX NOTICE) WORK PROPOSED: L4ew Construction ~ition ~teration ---.Jlepair _Install _Sign ----IIove ->>eaolish PROPOSED USE: ~gle Faaily ---1f./F _' of Units ---1f./H _ec:-ercial _Indust. _Swia. Pool _Other BUlLDIRG SIZE: ---.Jlestaurant &: Health Departaent Approval Ocve-eJr) -KnDV'Y) L a/ _II / B. x(J , (}5/i Square Feet, 7lfl Height DESCRIPTIOIi OF WORK: USIDEJITIAL: cotIHERCIAL : A'nACII (2) PLOT PLARS &: (2) SETS OF BUlLDIRG PLANS &: (1) SET EliERGY FOBHS. A'nACII (3) SETS OF BUlLDIRG PLANS &: (1) SET EIiERGY FOBHS. PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION. ~UlLDIliG $ dqr}5~ PERKI.TS REQUESTED Valuation of Total Construction RT.R.CTlUCAL AIIP Service Florida Power Corp. W.R.E.C. --1IEalAllICAL $ Valuation of lIecbanical Installation _PLUllBIliG GAS ROOFIRG SPECIALTY TYPE OF COIiSmUC'fiOIi: _Block _Fraae _Steel Other FDIISJIEI) FLOOll ELEVATIOIIS: FT. IS PROJEct IIi FLOOD ZOO AREA? YES NO .......................................... CORTRACTOR SECTION 7 Rlffl.DER Signatur;-1) I COMPANY V-- State Cert. or Regist. . City License Registration . .......................................... RT.R.CTRICIAIJ COMPANY State Cert. or Regist. . SianAture City License Registration . .......................................... PLUllBER COMPANY State Cert. or Regist. . Signature City License Registration . .......................................... tlECBANICAL COMPANY State Cert. or Regist. . Signature City License Registration . .......................................... nTRRR COMPANY State Cert. or Regist. . Signature City License Registration . .......................................... .,' APPLICATIOIiAPPROVED BY PERKI.T OFFICER. CONDITIONS OF PERMIT AFFIDAVIT A. NOTICE OF DEED RESTRICTIONS "be undersigned understands that this perait lilY be subject to Ideed restrictions I wbieb lilY be lOre restrictive than City regulations. !be undersigned assUJes responsibility for COIpliance with any applicable deed restrictions. B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES If the owner bas hired a contractor or contractors to undertake work, they lilY be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the mmer and contractor lilY be cited for a lisdeJeallOr violation under state law. If the owner or intended contractor are uncertain as to wbat licensing requirelents lilY apply for the intended work, they are advised to contact the City of Zepbyrbills Building Departlent, (813) 788-6611. FurtheflOre, if the owner bas bired a contractor or contractors, be is advised to bave the contractor(s) sign portions of the IContractor Sectionsl of this application for wbieb they will be responsible. If you, as the owner sign as the contractor, you are indicating that you, rather than the contractor, are responsible for the work. If the contractor wiabes you to sign as contractor that lilY be an indication that be is not properly licensed and is not entitled to perlitting privileges in the City of Zepbyrbills. C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES D. CONSTRUCTION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED) I certify that I, the applicant, bave been provided with a copy of IFlorida's construction Lien Law - BoIeowner's Protection GuideN prepared by the Florida DepartJent of Agriculture and COnsUller Affairs. If the applicant is sOftOne other than the NOIfDerN, I certify that I bave obtained a copy of the above described dOCUlent and pI'Olise in good faith to deliver it to the NOIfDerN prior to COIIl!JlCl!IeDt. E. CONTRACTOR'S/OWNER'S AFFIDAVIT I certify that all the inforaation in this application is accurate and that all work will be done in COIpliance with all applicable laws regulating construction, loning, and land developlBDt. Application is bereby lade to obtain a peIlit to do wort and installation as indicated. I certify that no wort or installation bas ~ed prior to issuance of a pmit and that all work will be perfoIled to lleet standards of all laws regulating construction, City codes, loning regulations, and land developlleJlt regulations in the jurisdiction. I also certify that I understand that the regulations of other goverDleDtal agencies lilY apply to the intended wort, and that it is IY responsibility to identify wbat actions I lUSt tate to be in cmpliance. Sueb agencies include but are not luited to: t Departlent of InvirollleDtal Regulation - Cypress Baybeads, IIetland Areas and Bnvirolllentally Sensitive Lands, Water/Wastewater !reatlent t Southwest Florida Water Hanagl!lBDt District - IIells, Cypress Baybeads, Wetland Areas, Altering Watercourses t AllY Corps of Engineers - Seawalls, Docks, Navigable Waterways t Departlent of Health &: Rehabilitative Senices, InvirOJllBDtal Health Unit - Wells, Wastewater !reatlent, Septic !ants t US InviIODleDtal Protection Agency - Asbestos abatelellt I also certify that, if fill IilteriaI is to be used in Flood ZOne IAI or NA,etc.l, it is understood that a drainage plan addressing a lCOIpeDSating vol_B will be sublitted wbieb is prepared by a professional engineer registered in the State of Florida prior to peIlit issuance. A perait issued sball 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 sball issuance of a peIlit prevent the Building Official frOl thereafter requiring a correction of errors in plans, construction, or violations of any code. Ivery pemit issued shall beccIIe invalid unless the work authoriled by sueb perait is COIIl!Jlced within sillOnths of issuance, or if wort authoriled by the peIlit is suspended or abandoned for a period of sil IODths after the tile the vork is co.enced. One 90 day atension of tile, lily be allowed for the pmit with fee ebarge of $15.00. !be atension shall be requested in writing to the Building Official. An approved inspection lUSt be logged during eaeb sillODth period, or the project will be considered abandoned. WmUG !O OVID: YOUR FAlLURE !O RICORD A IO!ICI OF CfIIIDCIIIDl' lilY RESUL! II YOUR PAYUG !IIICI FOR IMPROVIMII!S !O YOUR PROPBR'IY. IF YOU IJIUID !O OB!AIJI F1I11CIIG, COISUL! IflD YOUR LllDBR OR IIAnORDY BIFORE RECORDIIG YOUR IOIICI OF CfJIHDCBHm. JOBS UHDIR '2,500 II VALUE DO 1O'f tfDD !O RECORD lID POS! A INO'fICI OF crJIIIBlfClllll!-. ~~~ ~~ SIAIE OF ~ coum OF "IY S eo The foregoing instrument was acknowledged before me this .:rUNe. r:1f:, , 19..2L by ~son~~%r who has produced as identification and who did/did not tall: an oath. SIAIE OF FLORI~ COOIlIY OF 11 S t!-o The foregoing instrument was acknowledged before me this .:::r~IV~ ~6 , 19..2L. by ho is erso lly known to m or who has pr ced as identification and who did/did not take~~ 4. ~ (s~at e) (Name Typed, Printed or Stamped) NOTARY PUBLIC ame Typed, Printed or Stamped) NOTARY PUBLIC JAMES A. STONE Notary Public, State of Florida My comm. expires May 16, 19!5 CC 446560 JAMES A. STONE Notary Public, State of Florida My comm. expires May 16, 1995 CC 446560 BAHR'S ALUMINUM & HARDWARE, INC. 37827 FOUNTAIN RD. ZEPHYRHiLLS, FL 33541 (828) 782-3513 v./ $'YCA? - 7"/;) ;)11'2. ., ?oJ.~ I 6/;< LI ~ cab f5Q>Jd ~~~. w. h_ ~m' _,.~/~ ~;dI::13 ~ ;;I 033 ( 780' ";)8'1.5) I To RlI.D HEllE ESTIMATE & AGREEMENT . 1172 DATE &lrJO/95 BID: We hereby propose to furnish material and labor to complete the work outlined herein for the sum of: n Q lli-L c9Jyrd' - ~-W taM.. 1~V"""l) rNl\Z~ W}1- 0/ \ah ~ 33'~~~~f~;:~r#: ... ~ ~~~ CONTRACTOR'S GUARANTEE We guarantee all material used in this contract to be as specified above and the entire job to be clone in a neat, workmanlike manner. Any variations from plan or alterations requiring extra labor or material will be performed only upon written order and billed in addition to the sum covered by this contract. Agreements made with our rkme are not r n' FORM ACCEPTANCE OF BID The above specifications, terms and contract are satisfactory. and (I) (we) hereby authorize the performance of this work. THIS CONTRACT IS VOID 30 DAYS FROM DATE UNLESS PINK C Y I AND RETURNED TO BIODER WE COMPlY wr ' 1. WOAKMAH'S COMPENSATION & PROPERTY DAMAGE LlABlLr 'SURANCE lAWs. 1288 .,' .......,... "1'\...,.0 A "'1"1'\010 1::11 1::'."l'\ftV _ 01.......1 ""UI'TI:: O. ftl"IV "'1'\r.UI::O 0 n~1 I\'~O '1"1'\ ,.., 10'T1'\.II~ft GLASS ROOMS: SOliD WALLS AND COVER ~ TABLE .3: MAXIMUM HEIGHT OF UPRIGHTS FOR SCREEN AND GLASS ROOMS EXTRUSTIONS AND SELF MATING BEAMS OF 6063 T -6 ALUMINUM ALLOY USING SCREEN PANEL WIDTH "w" (SEE TYPICAL GLASS ROOM DRAWING), SELECT UPRIGHT REQUIRED FROM THE MAX HEIGHT ALLOWED FOR EACH EXTRUSION WIDTH "w" 36" 42" 48" 54" 60" 66" 72" 78" EXTRUSION 2"x 2"x 0.044" g'- 2" 8'- 6" 7'-11 " 7'- 6" 7'- 1 " 6'- g" 2"x 2"x 0.050" 10'- 2" g'- 5" 8'-10" 8'- 2" 7'-11 " 7'- 6" 7'- 2" 6'-11" 2"x 2"x 0.093" 12'-10" 11'-11" 11'- 1 " 10'- 6" g' -11" 9'- 6" 9'- 1 " 8'- 8" 3"x 2"x 0.050" 10'- 8" g' -11" g'- 3" 8'- g" 8'- 3" 7'-11" 7'- 6" 7'- 3" 2"x 3"x 0.050" 12'-10" 11'-11" 11'- 1 " 10'- 6" 9'-11 " 9'- 6" 9'- 1 " 8'- 8" 3"x 2"x 0.070" 1.3' - g" 12'- g" 11'-10" 11 '- 2" 10'- 6" 10'- 1 " g'- g" g'- .3" ........--""-" NOTES: GLASS ROOMS THE ADDITION OF AN ALUMINUM FRAME WINDOWS' WI GLASS PANES THAT ARE DESIGNED TO 110 MPH WIND LOAD REQUIREMENTS TO THE ABOVE UPRIGHT SIZES INCREASES THE STRENGTH SO THAT ADDITIONAL FRAMING IS NOT REQUIRED. ~, [1@W[j'@I1D@@ @;a @@OllOll@{l{lg [?a@;a CIVIL ENGINEER AND DEVELOPMENT CONSULTANT P.O. BOX 4369 S. DAYTONA. FLORIDA 32121-4368 PHONE: (904) 767-4774 FAX: (904) 767-6556 @ COPYRIGHT, 1995 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P.E. SECTION: 5 PAGE: ~O=~~ -83- GLASS ~OOMS: SOUD WALLS AND COVE~~ ~ TABLE 2: MAX. ROOF BEAM SPANS FOR SCREEN & GLASS ROOMS, UTILITY ROOMS, SHEDS AND OTHER ENCLOSED STRUCTURES wi SOLID ROOFS ALUMINUM BEAMS OF 6063 T -6 ALLOY .......... EXAMPLE: FOR SPAN "L" ON DRAWING USE LOAD WIDTH = "W"/2 + O.H. 2"x 4"x 0.050" TILT BEAM: LOAD WIDTH = 14'/2 + 2'O.H. = g' LOAD WITH = g'; L.L. @ 22#/sF BEAM SPAN = 4'- 4" BEAM SIZE BEAM SPAN FOR DESIGN A TED LOADS BEAM LIVE LOADWIND LOAD LOAD WIDTH 22#/SF 32#/SF 100 MPH 110 MPH 120 MPH 2"x 2"xO.044" EXTRUSION 5' 5'-10" 4'- g" 4'-10" 4'- 5" 4'- 1 " 6' 5'- 4" 4'- 4" 4'- 5" 4'- 0" 3'-- 9" 7' 4'-11" 4'- 0'" 4'- 1 " 3'- 9" 3'- 5" 8' 4'- 7" 3'- g" 3'-10" 3'- 6" 3'- 2" g' 4'- 4" 3'- 6" 3'- 7" 3'- 3" 3'-- 0" 10' 4'- 1 " 3'- 4" 3'- 5" 3'- 1 " 2'-10" 11 ' 3'-11 " 3'- 2" 3'- 3" 2'-11 " 2'- 9" 2"x 2"x 0.050" EXTRUSION 5' 6'- 1 " 5'- 0" 5'- 1 " 4'- 7" 4'- 3" 6' 5'- 7" 4'- 6" 4'- 7" 4'- 2" 3' --11 " 7' 5'- 2" 4'- 2" 4'- 3" 3' -11" 3'- 7" 8' 4'-10" 3' -11" 4'- 0" 3'- 7" 3'- 4". 9' EXAMPLE 4'- 6" 3'- 8" 3'- 9" 3'- 5" 3'.- 2" 1 0' 4'- 4" 3'- 6" 3'- 7" 3'- 3" 3'-' 0" ~ 11' 4'- 1 " 3'- 4" 3'- 5" 3'- 1 " 2'-10" 2"x 2"x 0.093 EXT OR 2"x 3"xO.050" TILT BEAM OR 2"x 3"xO.050" EXTRUSION 5' 8'- 0" 6'- 6" 6'- 8" 6'- 0" 5' -- 7" 6' 7'- 4" 5'-11 " 6'- 1 " 5'- 6" 5'- 1 " 7' 6'- 9" 5'- 6" 5'- 7" 5'- 1 " 4'-- 8" 8' 6'- 4" 5'- 2" 5'- 3" 4'- 9" 4' -- 5" 9' 5' -11" 4'-10" 4'-11 " 4'- 6" 4'- 1 " 1 0' 5'- 8" 4'- 7" 4'- 8" 4'- 3" 3' --11" 11' 5'- 5" 4'- 4" 4'- 5" 4'- 0" 3'-10" 3"x 2"x 0.050" EXTRUSION 5' 7'- 5" 6'- 1 " 6'- 2" 5'- 7" 5'-- 2" 6' 6'- 9" 5'- 6" 5'- 7" 5'- 1 " 4'-- g" 7' 6'- 3" 5'- 1 " 5'- 2" 4'- 9" 4'-- 4" 8' 5'-10" 4'- 9" 4'-10" 4'- 5" 4'- 1" g' 5'- 6" 4'- 6" 4'- 7" 4'- 2" 3'--10" 10' 5'- 3" 4'- 3" 4'- 4" 3' -11" 3'- 8" 11 ' 5'- 0" 4'- 1 " 4'- 2" 3'- 9" 3'- 6" .~ [1@W[]'@[]i)@@ ~o @3@[]i)[]i)@ttttg ~o~o CIVIL ENGINEER AND DEVELOPMENT CONSULTANT P.O. BOX 4369 5. DAYTONA. FLORIDA 32121-4368 PHONE: (904) 767-4774 FAX: (904) 767-6556 @ COPYRIGHT. 1995 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P.E. SECTION: 5 PAGE: 9Sl~~~ -81- SCIREIEINlIED IEINClOSUIRIES: SCRIEEN I VINVL WAllS AND SOLID ClQlVER ~ ~ ~ I TABLE 1: MAXIMUM SPANS FOR STANDARD ALUMINUM ROOF PANELS OF 3105 H-28 ALLOY WIND LOADS: CARPORTS, SCREEN ROOMS, AND OTHER OPEN BUILDINGS O.H. CONDITION NO O. H. l' O.H. 2' O.H. 3' O.H. 3" x 0.026" 100 MPH W.L. 15'-11" 16'- 1" 16'- 5" 17'- 0" 110 MPH W.L. 14'- 3" 14'- 5" 14'-10" 15'- 6" 120 MPH W.L. 13'- 0" 13'- 2" 13'- 7" 14'- 4" 3" x 0.032" 100 MPH W.L. 18'-10" 18'-11" 19'- 3" 19'- 9" 110 MPH W.L. 16'-10" 16'-11" 17'- 4" 17'-11" 1 20M P H W. L. 1 5' - 4" 1 5' - 6 " 1 5' - 11 " 1 6' - 6 '" LIVE LOAD; ALL BUILDING TYPES O.H. CONDITION NO O.H. l' O.H. 2' O.H. 3' O.H. 3" x 0.026" 20#/SF L.L. 16'- 1" 16'- 2" 16'- 7" 17'- 2" 30#/SF L.L. 13'- 1" 13'- 3" 13'- 8" 14'- 5" 3" x 0.032" 20#/SF L.L. 18'- 4" 18'- 5" 18'- 9" 19'- 3" 30#/SF L.L. 14'-11" 15'- 1" 15'- 6" 16'- 1" 1. TOTAL ROOF PANEL WIDTH = ROOM WIDTH PLUS WALL WIDTH PLUS OVERHANG. 2. THE SMALLEST VALUE OF THE WIND LOAD TABLE OR THE L.L. TABLE GOVERNS. TABLE 1: MAXIMUM SPANS FOR INDUSTRY STANDARD ALUMINUM COMPOSITE ROOF PANELS W/3105-H14/H-25 ALUMINUM ALLOY SHEA THING & 1.0# EPS CORE WIND LOADS CARPORTS, SCREEN & VINYL ROOMS, AND OTHER OPEN BUILDINGS. O.H. CONDITION NO O.H., 3"x 0.026" 1 00 MPH W.L. 15' - 4" 110 MPH W.L. 13'- 9" 120 MPH W.L. 12'- 6" 3"x 0.032" 1 00 MPH W.L. 16' - 8" 110 MPH W.L 14'- 11" 120 MPH W.L. 13'- 7" 4"x 0.026" 1 00 MPH W.L. 15' - 8" 110 MPH W.L. 14'- 0" 120 MPH W.L. 12'- 10" 4"x 0.032" 1 00 MPH W.L. 18' - 8" 110 MPH W.L. 16'- 9" 120 MPH W.L. 15'- 3" LIVE LOAD (INCLUDES 2 #/SF DEAD LOAD) ALL BUILDING TYPES 3"x 0.026" 22#/SF 13'- 1" 13'- 2" 13'- 8" 14'-- 5" 32#/SF 10'- 10" 11'- 0" 11'- 6" 12'-- 5" 22#/SF 14'- 2" 14'- 4" 14'- 9" 15'-- 5" 32#/SF 11'- 9" 11'- 11" 12'- 5" 13'-- 2" 22#/SF 13'- 5" 13'- 6" 14'- 0" 14'-- 8" 32#/SF 11'- 1" 11'- 3" 11'- 9" 12'-- 7" 22#/SF 15'- 11" 16'- 0" 16'- 5" 17'- 0" 32#/SF 13'- 2" 13'- 4" 13'- 9" 14'- 6" 1. TOTAL ROOF PANEL WIDTH = ROOM WIDTH + WALL WIDTH + OVERHANG. 2. THE LESSER SPAN OF WIND LOAD OR LIVE LOAD SHALL GOVERN. l' O.H. 15'- 6" 13'- 11" 12'- 8" 16'- 9" 15'- 0" 13'- 9" 15'- 10" 14'- 2" 13'- 0" 18'- 10" 16'- 10" 15'- 4" 3"x 0.032" 4"x 0.026" 2' O.H. 3' O.H. 15'- 10" 16'- 6" 14'- 4" 15'-. 0" 13'- 2" 13'-- 11" 17'- 2" 17'- 9" 15'- 5" 16'-- 1" 14'- 2" 14'-- 10" 16'- 2" 16'- 10" 14'- 7" 15'-- 3" 13'- 5" 14'-- 2" 19'- 1" 19'- 7" 17'- 2" 17'-- 9" 15'- 9" 16'-- 4" [1@W[f'@O'O@@ ~c m@O'OO'O@~~g ~c@:c CIVIL ENGINEER AND DEVELOPMENT CONSULTANT P.O. BOX 4369 S. DAYTONA, FLORIDA 32121--4368 PHONE: (904) 767-4774 FAX: (904) 767-6556 -31- SECTION: 2 @ COPYRIGHT, 1995 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P.E. 4"x 0.032" PAGE: 8~~2 SCIREEINlIED ENCLOSURES: SCREEN I V~NV'l WAllS AND SOLID COVER ~ FASTENED DETERMINED BASED ON CONSTRUCTION OF HOST STRUCTURE CONNECTION REQUIRED (SEE DETAIL) EXTRUDED OR BREAKMETAL HEADER 0.032" MIN. CONNECTION TO HOST STRUCTURE ~ PAN OR COMPOSITE PANELS. USE CORROSION RESISTIVE SCREWS. PANS ANCHORED W/ #1 OX1 /2" @ 3/PAN INTO RECEIVING CHANNEL AND 1 #1 Ox1 /2" @ RIDGE CAP CONNECTION TO RECEIVING CHANNEL. COMPOSITE PAi'JELS USE 1/4"x t+1/2" WITH 1/4" WASHERS SCREW THROUGH RECEIVING CHANNEL FROM TOP CAULK ALL CONNECTIONS. HOST STRUCTURE OR FASCIA HOST STRUCTURE OR FACIA & SUB-FACIA CONNECTION REQUIREMENTS FOR VARIOUS LOAD CONDITIONS ~ GLASS ROOMS HOST STRUCTURE 100 MPH 110 MPH 120 MPH 22#/SF 32#/SF 57#/SF 1. CONCRETE 1/4"x1-1/8" CONCRETE SCREWS @ 12" 0.C.------>2 @ l' O.C. 2: WOOD FRt.~1~~ 1/4")<'L" LAG SCRQN'2 ({;II 13"-.0 ( ::::.;..>2 @ 1" J.C. SCREEN, VINYL. AND CARPORTS HOST STRUCTURE 100 MPH 110 MPH 120 MPH 22#/SF 32#/SF 57#/SF 1. CONCRETE 1/4"x1-1/8" CONCRETE SCREWS @ 12" 0.C.------>2 @ l' O.C. 2. WOOD FRAME 1/4"x2" LAG SCREWS @ 12" 0.C.----------->2 @ l' O.C. NOTES: WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB FACIA FRAMING WHERE POSSIBLE ONLY 15% OF SCREWS CAN BE OUTSIDE THE TRUSS BUTTS/SUB FACIA AND THOSE AREAS SHALL HAVE DOUBLE ANCHORS ALL SCREWS INTO THE HOST STRUCTURE SHALL HAVE MIN 1-1/4" WASHERS OR SHALL BE WASHER HEADED SCREWS. NOTE: NO FOOTING REQUIRED EXCEPT WHEN ADDRESSING EROSION 2'-0" MIN. MIN. 2500 PSI CONC. W/ BEFORE SLOPE 6x6-10x10 WW. MESH OR .. 1 t FIBER MESH TYPICAL __ . ._ 1 #5 BAR CONT. 31/2~ "8" LOAD CONDITIONS WIND VaOCITY LOADS DEAD + LIVE LOADS NOTE: FIBER MESH CONCRETE DOES NOT REQUIRE WIRE MESH FLA T SLOPE / NO FOOTING MODERATE SLOPE FOOTING STEEP SLOPE FOOTING o - 2"/12" 2"/12" - 1'-10' > 1'-,10' SLAB DETAILS ADDRESSING EROSION f .'~ [1@W[j'@(jj)@@ @;o w@(jj)(jj)@'-1'-1g ~o@o CIVIL ENGINEER AND DEVELOPMENT CONSULTANT P.O. BOX 4369 S. DAYTONA. FLORIDA 32121-4368 PHONE: (904) 767-4774 FAX: (904) 767-6556 @ COPYRIGHT, 1995 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P.E. SECTION: 2 PAGE: 5=~2 -27- SCREIEINlIED ENCLOSURES: SCRIEEN I VINYL WAllS AND SOLID COVER I r"\ ',- 2"x____ BEAM SEE TABLE 4 OVERHANG VARIES + 2'-0" MAX. "w" -I 3 1 /2" SLAB ON GRADE OR RAISED FOOTING MAX. UPRIGHT 1 "x 2" LENGTH VARIES NO MAX. ELEV. SLAB OR ON GRADE * "H" --J- TYPICAL GLASS ROOM WITH SOLID ROOF. TYPICAL FRONT VIEW FRAMING * (HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1 "x2" PLATE TO BOTTOM OF WALL BEAM) W/2 W/2 w ct:: / :::J I- / U :::J / ct:: I- / (/) O.H. ALUMINUM PANEL COVER ~ CJ z t= (/) x w .~ \I 2"x_Ct- BEAM AND COLUMNS MAX. COLUMNS, SPACING SEE TABLES ~ 1 "x2"xO.040" =f-- J "w" VARIES ~ NOTES: 1. ANCHOR 1" x 2" OPEN BACK EXTRUSION WITH TAPCON 1/4"x2 1 /4" LENGTH OR EQUAL MAX. OF 2'-0" O.C. ANCHOR TO WALL WITH 1 1/2" #10 SMS WITH WASHERS 2'-0" O.C. SPACING ANCHOR BEAM AND COLUMN KNEE BEAM WITH ANCHOR CLIPS AND #10 SCREWS AND WASHERS 2. MIN. SLAB THICKNESS FOR SLAB ON GRADE IS 3 1/2" CONCRETE 3. SELECT FRONT WALL BEAM FROM TABLE USING LARGER "A" VALUE OF W/2 OR W/2+0.H. 4. "w" IS CLEAR DISTANCE FROM HOST STRUCTURE TO FRONT WALL BEAM ~,; P.10GtA_ 5 cv-ee Y) ~()OM \ ~. [1@wJ]'@Ui)@@ @:" m@Ui)Ui)@~~f) [?"@:,, CIVIL ENGINEER AND DEVELOPMENT CONSULTANT P.O. BOX 4369 S. DAYTONA, FLORIDA 32121-4368 PHONE: (904) 767-4774 FAX: (904) 767-6556 @ COPYRIGHT, 1995 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P.E. SECTION: 2 PAGE: ~=~2 -23- I-- ~~I . r,'" Tfr- I r I . . . .: I " . -... " 'il . ' - .. .. ...-..... ..,;,.;- . .... ="" ,~. .' ,. ..,:'f.ti:., ~ u;;4r.~.t ~: ' ...'..':. I~l " '~ ' : ; ; ,~ ~f ., .t.';;,: "i~ti . ,.~.~ . . :....:'/1 .~;;. " 1 ; I I j ! .' I , , . r I . _: ~Ii I! , ~ -I-i " .. ('I 0 I . , '><. It I -n '.M, ~><. ... , ."'" <i I .... ~ J ::C"t -+ " ,)0(. I '- j, . ". ., ~. ,i1 , --.. ---. I i .l , 5 E 1: ;:) J - v ~ \f") ~ ~ ~ -~ ~ ~ , ..3 - C1l ", () ~ . ... . , ., '. , .' I ., ~ ~ .' ; . ; , .-of . . .---J ,.' . . .,...... .. ......~..I...'. - , ',! Iii! I ! '. . 'i.f~'ldli"hll. ~;; . 0) ~ - \rJ ~d ,1 i- IU 0 A~ I -- r:st. , ~ ~ - ~ I , I 1 OWNER OF ZEPHYRHILLS BUILDING DEPARTMENT JOB LOCATION tv o.3--c2~ -(;2/ -D!~~ -D~o- OO'(&C.) PARCEL I.D. # SHOW ALL EXISTDfG & PROPOSED Sl'RUC"l"URES GIVDIG DIHENSIOHS & SETBACKS. 4'51 J I !- al --4 Co n e.rok. T qr':';/-/")j r :11 L t- J7L:. ALLEYWAY ACCESS FOR GARAGE OR CARPORT - 15 FOOT SETBACK REQUIRED. ~f6tJVZ5 ~vYle- UTILITY BUILDINGS MUST SHOW SIZE & FOUNDATION INFOR- MATION. FRONT PROPERTY LINE STREET 1ft/IJI'V' C4~ ~ I (NOTE EXAMPLES 1 & 2) 1. SETBACKS FOR R1, R2 ZONING 60' 2. SETBACKS FOR R3 ZONING 60' 10' P E- R X 0 I 10' P S 10' 0 T S I E N D G 20' 1 0' 10' 10' EXISTING 10' PROPOSED 20'SGL FAM 30 'DUPLEX 1 0' FROII'I' PROPERTY LINE FROHT PROPERTY LINE