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Home My WebLink About95-4832 BUILDING PERMIT Permit ~ CITY OF ZEPHYRHILLS (813) 788.6611 483~ ~/-tZs- Date ~; ~. P,opectv Ownec 'K ~2~:1(:~ Job Address: c3 ~ 25 y g. .. ..kZ ELECTRICAL PLUMBING MECHANICAL Sewer Conn Water Conn: Water MJ!jer: T.I.F.'s: Parcell.D. # Zoning: Energy Code: Description of worr-R 7 ~ Radon Gas: NO OCCUPANCY BEFORE C.O. FINAL .l/- /8- - ~ DATE Complete Plans, Specifications and Fee Must Accompany Application. e.o. All work shall be performed in accordance with City Codes and Ordinances. DATE Inspector ~ City License Registration # State Certified License# Permit Fee ~ Signature_ j) )~ Company Address Telephone# Valuation or Contract Price /;(. ~. 0-0 / (?VtJY1-VL-- BUILDING ELECTRICAL PLUMBING MECHANICAL Ftr. Pre SLB Lintel FRM. Insul. CL WL Tp. Servo Rough In Meter Can Const. Pole Pool Pre-Meter Final SLB Tub Set Water Sewer Final Breakers Ducts Insl. Compressor 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. DISCLOSURE STATEHERT FOR OWNER CITY OF ZEPHYRIIILLS BUILDIBG DEPARTMENT I, to -67~~ the provisions 0 his instrument." have read and fully understand and agree The undersigned states and affirms renovating, adding to or reroofing occupy, or will occupy by sale. That he or she shall comply that he or she is desirous of const:ructing, his or her own domicile, that he or she actually said domicile, and same is not for rent, lease or with the following conditions: 1. That the owner and he or she alone shall act as the builder for all phases of construction. 2. That the owner will comply with all provisions of the City of Zephyrhills ordinances and codes pertinent to the building. 3. That in the event various phases of construction are subcontracted, he will engage only properly licensed subcontractors and will personally supervise such work. 4. That in the event the Building Inspector shall require corrections to be made, the owner will assume full responsibility to insure they are made, and upon completion will call for a reinspection before proceeding with the building. 5. That the owner shall assume full responsibility for the construction and will not expect supervision of his work from the City of Zephyrhills Building Department, 6. That prior to final inspection any additional fees, including reinspection fees, must be paid in full. A written request from this office shall constitute an official notice to pay additional fees. 7. That the owner shall comply with all City, State and Federal laws in regard to social security, workman's compensation, lien laws, etc., where applicable. 8. That the owner shall comply with all the safety codes issued by the Florida Industrial Commission. 9. State law requires construction to be done by licensed contractors, You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license, You must supervise the construction yourself. You may build or improve a one-family or two-family residence or a farm outbuilding. You may also build or improve a commercial building at a cost of $25,000 or less, The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease more than one building you have built yourself within 1 year after the construction is complete, the law will presume that you built it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as your contractor. Your construction must be done according to building codes and zoning regulations. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. DATE: 9-rf. - 7-5- WITNESS: /{ ~q WITNESS: a~<- "- m~ S,J7_k'~ y~ ---- DATE: Jj ~ 6 - 95 OWNER:fi?~~ ADDRESS: PERMIT ~; PH: APPLICAnON FOR PERKIT CITY OF ZEPIIYRHILLs BUILDING DEPARTHENT _'S_ ~~ OWNER' S ADDRESS :J JOB ADDRESS -r;{? ,)'8'" V ~~___ (~~A! PHONE ( I J - I '66- J(l S if LEGAL DESCRIPTION: LOT(S) PARCEL I.D.# BLOCIL--..SUBDIVISION (OBTAIN FROM PROPERTY TAX NOTICE) WORK PROPOSED:-'lew Construction. -Jddition. --Alteration -Jlepair _Install _Sign -.JIove ->>eaolish PROPOSED USE: _Single F_ily --.J4/F _, of Units --.J4/H _ec-ercial _lDdust. _Swia. Pool _Other --.-.Restaurant & Health Departaent Approval DESCRIPTIOII OF WORK: BUlLDIMG SIZE: x Square Feet, Height RESIDEIITIAL: cottHERCIAL : ATTAaI (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORKS. ATTAaI (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORKS. PROPERTY SURVEY REQUIRED FOR ALL NEW COIISTRUCTION. PERMITS REQUESTED .-BUILDING $ ~tPOc/ AIIP Service Valuation. of Total Construction _ELEcrJUCAL Florida Power Corp. W.R.E.C. --llECBAUCAL $ Valuation of Kechanica1 Installation _PLUKBDiG GAS ROOFIliG SPECIALTY TYPE 9F COIISTRUcnOR: -Block _Fraae _Steel Other FIllISHBD :noc:m ELEVAnORS: FT. IS PROJEct Di FLOOD ZONE AREA? .......................................... YES NO CONTRACTOR SECTION RIJTT.DRR c.;; fJ1 ,1. COKPANY . a~ J~ State Cut:. or Regist:. . Signature. 2. ~ City License Registration. , ... ................................... RT.RCTRICIAIl COMPANY State Cert. or Regist. , City License Registration , .......................................... Si....ature PLUMBER COMPANY State Cert. or Regist. , City License Registration , .......................................... Signature IlECRANTCAL COMPANY State Cert. or Regist. , City License Registration . .......................................... Signature OTRRR COMPANY State Cert. or Regist. , City License Registration. , .......................................... Signature APPUCArIOlI APPJIOVBD BY '1/"'1 m thO 1 PERKIT OFFICER. CONDITIONS OF PERMIT AFFIDAVIT A. NOTICE OF DEED RESTRICTIONS !'he undersigned understands that this perait JaY be subject to .deed restrictions II which JaY be lOre restrictive than City regulations. !'be undersigned assU1e8 responsibility for cmpliance with any applicable deed restrictions. B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES If the OIIl8r has hired a contractor or contractors to undertake work, they JaY 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 JaY be cited for a lisdel8aDOr violation under state law. If the owner or intended contractor are uncertain as to wbat licensing requireJents JaY apply for the intended work, they are advised to contact the City of Zepbyrhills Building Departlent, (813) 788-6611. FurtherlOre, if the owner bas hired a contractor or contractors, he is advised to bave the contractor(s) sign portions of the .Contractor Sections. of this application for wbich 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 wishes you to sign as contractor that JaY be an indication that he is not properly licensed and is not entitled to peraitting privileges in the City of Zephyrhills. 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 .Florida's construction Lien Law - BoIeoImer's Protection Guidell prepared by the Florida Departlent of Agriculture and ConsUl8I' Affairs. If the applicant is 8O.II!OI1e other than the .owner", I certify that I bave obtained a copy of the above described docUleDt and pIOlise in good faith to deliver it to the oowner" prior to COIIeIlCeJent. 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 developlellt. Application is bereby lade to obtain a perait to do work and installation as indicated. I certify that no work or installation has ~ced prior to issuance of a pend t and that all work will be perfOIJed to Ie8t standards of all laws regulating construction, City codes, loning regulations, and land developlent regulations in the jurisdiction. I also certify that I understand that the regulations of other goveruental agencies JaY apply to the intended wort, and that it is If responsibility to identify what actions I lUst take to be in COIpliance. Such agencies include but are not lilited to: I Departlent of EnviroDlelltal Regulation - Cypress Bayheads, Wetland Areas and EnviroDlelltally Sensitive Lands, Water /Wastewater !'reatJent t Southwest Florida IIater HanageJent District - IIells, Cypress Bayheads, IIetland Areas, Altering Watercourses t AIIY Corps of Engineers - Seawalls, Docks, Havigable Waterways t Departlent of Health i Rehabilitative Services, EnvirODl8Jltal Health Unit - Vells, Wastewater !'reatJent, Septic !'anks t US EnviIODleJltal Protection Agency - Asbestos abateJent I also certify that, if filluterial is to be used in Flood Zone "AII or "A,etc. II, it is understood that a drainage plan addressing a uC0Jpen8ating vol_. will be saitted which is prepared by a professional engineer registered in the State of Florida prior to perait issuance. A ~it 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 perait prevent the Building Official fIOl thereafter requiring a correction of errors in plans, construction, or violations of any code. Every perait issued shall becme invalid unless the wrt authoriled by such perait is COIIeIlced within sillODtbs of issuance, or if wort authorized by the perait is suspended or abandoned for a period of sil IODtbs after the tile the wort is C088I1ced. One 90 day 81tension of tile, JaY be allowed for the perait with fee charge of $15.00. !'be 81tension shall be requested in writing to the Building Official. An approved inspection lUSt be logged during each sillODth period, or the project will be considered abandoned. IIARlfUG !'O 0VIfER: YOUR FAILORI !'O RECORD A HOt ICE OF COMHDCEMm HAY RESUL!' 1M YOUR PAYlHG DICE FOR lHPROVEIIII!S !'O YOUR PROPEm. IF YOU II'RIID !'O ODlIIf FlIlAMCIHG, CONSUL!' WI!'H YOOR LIIIDER OR 111 AnomY BEFORE RECORDING YOUR JOIICI OF aJOIEHCEMm'. JOBS UIIOIR '2,500 IH VALUE 00 HOt mD !'O RECORD lIID POS!' A 'MOtICl OF C(JlMIIfClllEl!'I. SIGJfA!'URE: COM!'RACTOR SIGJfA!'URI: OOIR OR AGm srA!'B OF FLORIDA coum OF The foregoing instrument was acknowledged before me this , 19____ by srA!'B OF FLORIDA coum OF The foregoing instrument was acknowledged before me this , 19_____ by who is personally known to me or who has produced as identification and who did/did not take an oath. who is personally known to me or who has produced as identification and who did/did not take an oath. (Signature) (Rame Typed, Printed or Stamped) ROTARY PUBLIC (Signature) (Rame Typed, Printed or Stamped) ROTARY PUBLIC Bahr's Alul1linul1l and Hardware, Inc. 37827 Fountain Road Zephyrhills, Florida 33541 (813) 782-3513 TO WHOM IT MAY CONCERN: Plt1Clse be advised that 8ol.!!f'1b____l.-#OR~_ has our p~rmission to use any of our engineering on file in considerClt~on ot the tact that the materials purchased through us will be code approvedw * THIS IS FOR ONE (1) TIME ONLY SINCERELY, ~B~ Randy Bahr NOTARY STATE OF FLORIDA COUNTY OF PASCO The foregoing instrument was acknowledged before me this ((i""'~, day ot ~L__, 19Qr-, by RAf\Jh l/ J:sAh (l. I as !1<:,sIJe~!"____ tor_ Bllha.s-Eb.w>!. ~ 1if"",TNc. ~Q.~ Personally Known .L OR- ~rodu=~'ntit ication Type of Identification Produced --._._._..~---._.....~----_-....,~_._-. :,.-. ~' JAMES A. STONE ...... Notary Public, State of Florida My comm. expires May 16, 1995 CC110274 ~OOF OVE~ SYSTEMS ~, ,I . .... 0.019" ALUMINUM COVER PAN OR CONTINUOUS RIGID INSULATION J W 1 ~ #8 x 5/8" COR'ROSION RESISTIVE WASHER HEADED SCREWS @ 24" O.C. ALTERNATE #8 x 5/8" SMS W/ 1/2" DIAMETER WASHER. H i, TYPICAL PANEL NO rES: 1. INSTALL RIGID FOAM INSULATION INTO ALUMINUM ROOF PAN. 2. COVER INSULATION WITH 0.019" PROTECTOR PANEL WITH OVERLAPPING SEAMS. 3. INSULATION PANEL SHALL BE CLOSED WITH ALUMINUM END CAP TO SECURE PLACEMENT AND TO DISCOURAGE THE NESTING OF WILDLIFE AND OR INSECTS. 4. PROTECTOR PANEL WILL BE SECURED BY #8 x 5/8" CORROSION RESISTIVE WASHER HEADED SCREWS. 5. SCREW PATTERN WILL BE 12" ON ALL PERIMETERS AND 24" O.C. FIELD ON EACH PANEL. 6. ALUMINUM END CAP WILL BE ATTACHED WITH 3 #8xl/2" CORROSION RE::SISTIVE WASHER HEADED SCREWS. 7. SEAL ALL SCREW HEADS WITH CAULKING. ,'--"'" . ,..-....., "'- [1@WU'@[]O@@ @:o [[l@[]O[]O@fdlg ~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: 7 PAGE: 5~5 -99- r'- \..:... 0, " , ,.-....., '- ROOF OVER ~V~TEM~ 0.019" ALUMINUM COVER PAN OR CONTINUOUS H ~ #B x 5/B" CORROSION RESISTIVE WASHER HEADED SCREWS @ 24" O.C. AL TERNA TE #B x 5/8" SMS W/ 1/2" DIAMETER WASHER. 0.75" ~tt RIGID INSULATION i, J W 1 TYPICAL PANEL NOTES: 1. INSTALL RIGID FOAM INSULATION INTO ALUMINUM ROOF PAN. 2. COVER INSULATION WITH 0.019" PROTECTOR PANEL WITH OVERLAPPING SEAMS. 3. INSULATION PANEL SHALL BE CLOSED WITH ALUMINUM END CAP TO SECURE PLACEMENT AND TO DISCOURAGE THE NESTING OF WILDLIFE AND OR INSECTS. 4. PROTECTOR PANEL WILL BE SECURED BY #8 x 5/8" CORROSION RESISTIVE WASHER HEADED SCREWS. 5. SCREW PATTERN WILL BE 12" ON ALL PERIMETERS AND 24" O.C. FIELD ON EACH PANEL. 6. ALUMINUM END CAP WILL BE ATTACHED WITH 3 #Bx1/2" CORROSION RESISTIVE WASHER HEADED SCREWS. 7. SEAL ALL SCREW HEADS WITH CAULKING. [!:,@W[J'@[]O@@ @;o rn@[]O[]O@llllg CPo8o 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: 7 PAGE: 5=5 -99- I I"~- ROOF OVER SYSTEMS MA' ',I'MJ 1 TABLE 1 I PAGE 4-5) B 3 #8 x 1/2" SHEET METAL SCREWS EACH END OF EACH PANEL wi WASHERS ALUMINUM PAN SIZE TABLE 1 (PAGE 4b OR 4c-5) r SHOWN: ALUMINUM ""-" "c" FASCIA WITH CLIPS @ 4'-0" O.C. ,. ...J ALUMINUM PANEL SINGLE WIDE MOBILE HOME WHEN BENDING PANEL DOWN I TO FIT SLOPE MORE THAN 3" NOTCH PANEL RISERS AND SPLICE NOTCH WITH RISER SECTION WI 3#8 SCREWS EACH SIDE OF NOTCH 1"x4" OR 2"x4"xO.044" ROLL FORMED ANGLE WI #10d/4" SMS @ 6" or. IN I (j CuACH IlxAMING \ I XI'; IIN(; M()lllI r- /I()Mr SHEET FOAM INSULATION SINGLE WIOE MOBILE HOME [1@W[(@[fi)@@ ~o [~k~[fi)[fi)@~~g [;JO~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. PAGE: ~~6i -95- SECTION: 7 ROOF OVER SVSTEMS /' .r ---... MAX. SPAN TABLE 1 PAGE 4-5) B ALUMINUM PANEL SINGLE WIDE MOBILE HOME 3 #8 x 1/2" SHEET METAL SCREWS EACH END OF EACH PANEL wi WASHERS 1"x4" OR 2"x4"x0044" ROLL FORMFD ANCI F W / H10d/4" SMS @ 6" O.c. INTO COACH FRAMING ALUMINUM PAN SIZE TABLE 1 (PAGE 4b OR 4c-5) WHEN BENDING PANEL DOWN I TO FIT SLOFJE MORE THAN 3" NOTCH FJANEL RISERS AND SPliCE NOTCH WITH RISER SECTION WI 3#8 SCREWS EACH SIDE OF NOTCH I~ SHOWN: ALUMINUM .....J "c" FASCIA WITH CLIPS @ 4'-0" O.C. LXIS liNG MOBIL!:. HOME / SHEET FOAM INSULATION SINGLE WIDE MOBILE HOME " [1@WO"@(fj)@@ @:o m@(fj)(fj)@ttttl) ~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: 7 PAGE: ~=5 -95- ill ROOF OV~R SYSTEMS TABLE 1 MAX. SPANS FOR ALUMINUM PANS FOR ROOFOVERS \...../'- ALUMINUM 3105 H-14 OR H- 25 ALLOY PANEL SIZE ROOM ROOF PANEL SPAN = "W" AS SHOWN ON DRAWINGS* 1-1/4"x_1.0'x_0.026" STANDARD PANS _1-1/4"x_1.0'x_0.0~)2"_ ----____________NO_O. H. __1' _0.H__2' _O.H. _____NO_O.H. __1' _0.H,__2' _O.H._ 100 MPH W. L. 7'- 2" 7'- 5" 8'- 2" 8'- 5" 8'- 8".. 9'- 3" 110 MPH W. L. 6'- 5" 6'- 8" 7'- 6" 7'- 6" 7'- 9" 8'- 6" 120 MPH W. L. 5'-10" 6'- 2" 7'- 1" 6'-10" 7'- 1" 7'-11" 1-3/4"x_l.0'x_0.026" STANDARD PANS _1-3/4"x_1.0'x_0.032"_ ----____________NO_0.H.__1' _0.H.__2' _O.H _____NO_0.H.__1' _O.H.__2'_O.H,_ 100 MPH W. L. 7'- 5" 7'- I" B'- 5" 8'- 9" 9'- 0" 9'- 7" 110 MPH W. L. 6'- 8" 6'-11" 7'- 9" 7'-10" 8'- 1" 8'.- 9" 120 MPH W. L. 6'- 1" 6'- 4" 7'- 3" 7'- 1" 7'- 5" 8'- 2" 3"x_1.0'x_0.026" STANDARD PANS _3"x_1.0'x_0.032" ---_____________NO_O. H. __1' _O.H. __2' _O.H. _____NO_O.H. __1' _O.H.__2' _O.H._ 100 MPH W. L. 13'- 1" 13'- 3" 13'- 8" 15'- 6" 15'- 8" 16'-- 0" 110 MPH W. L. 11'- 9" 11'-11" 12'- 5" 13'-10" 14'- 0" 14'- 5" 120 MPH W. L. 10'- 8" 10'-11" 11'- 5" 12'- 8" 12'-10" 13'- 3" NOTE: Z-CLlPS CAN BE USED AT MID SPAN TO OBTAIN LONGER SPANS ,I\ND ARE RECOMMENDED TO ELIMINATE PAN RUMBLE. TABLE 1: MAX. SPANS FOR ROYAL ALUMINUM STANDARD AND 2-1/2" SUPER PANS FOR ROOFOVERS PANEL SIZE ROOM ROOF PANEL SPAN = "w" AS SHOWN ON DRAWINGS* 1-'lj4"x_1.0'x_O.019" ALLC)'( jl()~) "li1j;)~) __1 lj'l"x_l.0'x_O.026" -------___:...._____NO_O.H,__l' _0.H.__2' _0.H._____NO_0.H.__1 '_0.H.__2'_0.H._ V 100 MPH W. L. 6'-10" 6'-11" 7'- 8" 7'- 2" 7'- 5" 8'-- 2" 110M PH W. L. 5' - 11 " 6' - 3" 7' - 0" 6 ' - 5" 6' - 8'~ 7' -- 6 " 120 MPH w. L. 5'- 4" 5'- 9" 6'- 7" 5'-10" 6'- 2" 7'- 1" 2-1/2"x_l.0'x_0.022" ALLOY 3105 H- 28 _2-1/2"x_1.0'x_0.028." -----___________NO_O.H. __1 '_O.H. __2' _O.H._____NO_O.H.__1' _O.H.__2' _O.H._ 100 MPH W. L. 13'- 8" 14'- 0" 14'- 5" 15'- 9" 15'-10" 16'- 3" 110 MPH W. L. 12'- 7" 12'-10" 13'- 4" 14'- 4" 14'- 6" 14'-10" 120 MPH W. L. 11'- 8" 11'-10" 12'- 4" 13'- 3" 13'- 4" 13'-10" 3"x_1.0'x_0.026" ALLOY 3105 H-28 _3"x_1.0'x_0.032"_ --------________NO_O.H. __1' _O.H. __2' _O.H. _____NO_O.H. __1' _0.H.__2' _O.H._ 100 MPH W. L. 11'-10" 12'- 0" 16'- 6" 14'-- 0" 14'- 1" 14'- 6" 110 MPH W. L. 10'- 9" 10'-11" 11'- 6". 12'- 9" 12'-11" 13'- 4" 120 MPH W. L. 10'- 1" 10'- 3" 10'-10" 11'-11" 12'- 1" 12'- 7" * TOTAL ROOM = WIDTH ABOVE "W" +LENGTH OF OVERHANGS OR SPAN LENGTH OF PANEL BETWEEN ANCHOR POINTS. Z-CLlP ANCHORS CAN BE ADDED TO ACHIEVE LONGER SPANS AND ARE RECOMMENDED @ MID SPAN TO ELlMINA TE PAN RUMBLE. [1,@wO"@ou@@ @;o ~@ouou@1}1}g [Po[~o CIVIL ENGINEER AND DEVELOPMENT CONSUL TA"IT 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: 7 PAGE: ~~5 .... 'I ROOF OVER SYSTEMS TABLE 1 MAX. SPANS FOR ALUMINUM PANS FOR ROOFOVERS \..-/' ALUMINUM 3105 H-14 OR H-25 ALLOY PANEL SIZE ROOM ROOF PANEL SPAN = "w" AS SHOWN ON DRAWINGS* 1-1/4"x_1.0'x_0026" STANDARD PANS _1-1/4"x_1.0'x_0.0~52"_ ________________NO_O. H. __1' _O.H __2' _O.H. _____NO_O.H,__l' _O.H.__2' _O,H,_ 100 MPH W. L. 7'- 2" 7'- 5" 8'- 2" 8'- 5" 8'- 8".. 9'- 3" 110 MPH W. L. 6'- 5" 6'- 8" 7'- 6" 7'- 6" 7'- 9" 8'- 6" 120 MPH W. L. 5'-10" 6'- 2" 7'- 1" 6'-10" 7'- 1" 7'-11" 1-3/4"x_l.0'x_0.026" STANDARD PANS _1-3/ 4"x_l.0'x_0.0.32"_ ________________NO_O.H.__1' _O.H.__2' _O.H._____NO_O.H.__l'_O.H,__2' _O.H._ 100 MPH W. L. 7'- 5" 7'- 7" 8'- 5" 8'- 9" 9'- 0" 9'- 7" 110 MPH W. L. 6'- 8" 6'-11" 7'- 9" 7'-10" 8'- 1" 8'- 9" 120 MPH W. L. 6'- 1" 6'- 4" 7'- 3" 7'- 1" 7'- 5" 8'- 2" 3"x_1.0'x_0.026" STANDARD PANS _3"x_1.0'x_0.032" ________________NO_O. H. __1' _O.H. __2' _O.H. _____NO_O.H. __1' _0.H.__2' _O.H._ 100 MPH W. L. 13'- 1" 13'- 3" 13'- 8" 15'- 6" 15'- 8" 16',- 0" 110 MPH W. L. 11'- 9" 11'-11" 12'- 5" 13'-10" 14'- 0" 14'- 5" 120 MPH W. L. 10'- 8" 10'-11" 11'- 5" 12'- 8" 12'-10" 13'-. 3" NOTE: Z-CLlPS CAN BE USED AT MID SPAN TO OBTAIN LONGER SPANS AND ARE RECOMMENDED TO ELIMINATE PAN RUMBLE. TABLE 1: MAX. SPANS FOR ROYAL ALUMINUM STANDARD AND 2-1/2" SUPER PANS FOR ROOFOVERS PANEL SIZE ROOM ROOF PANEL SPAN = "w" AS SHOWN ON DRAWINGS* 1-1/4"x_1.0'x_0.019" ALLOY 3105 H-14/25 _1-1/4"x_l.0'x_0.026" V __________~_____NO_O.H. __1' _O.H.__2' _O.H. _____NO_O.H.__l' _O.H.__2'_O.H._ 100 MPH W. L. 6'-10" 6'-11" 7'- 8" 7'- 2" 7'- 5" 8'- 2" 110 MPH W. L. 5'-11" 6'- 3" 7'- 0" 6'- 5" 6'- 8'~ 7'- 6" 120 MPH W. L. 5'- 4" 5'- 9" 6'- 7" 5'-10" 6'- 2" 7'- 1" 2-1/2"x_1.0'x_0.022" ALLOY 3105 H- 28 _2-1/2"x_1.0'x_0.0213" -_______________NO_O.H.__1' _O.H. __2' _O.H. _____NO_O.H. __1' _O.H.__2' _O.H._ 100 MPH W. L. 13'- 8" 14'- 0" 14'- 5" 15'- 9" 15'-10" 16'-' 3" 110 MPH W. L. 12'- 7" 12'-10" 13'- 4" 14'- 4" 14'- 6" 14'-10" 120 MPH W. L. 11'- 8" 11'-10" 12'- 4" 13'- 3" 13'- 4"13'-10" 3"x_1.0'x_0.026" ALLOY 3105 H- 28 _3"x_1.0'x_0.032"_ -_______________NO_O.H. __1' _O.H. __2' _O.H. _____NO_O.H. __1' _0.H.__2' _O.H._ 100 MPH W. L. 11'-10" 12'- 0" 16'- 6" 14'- 0" 14'- 1" 14'- 6" 110 MPH W. L. 10'- 9" 10'-11" 11'- 6". 12'- 9" 12'-11" 13'- 4" 120 MPH W. L. 10'- 1" 10'- 3" 10'-10" 11'-11" 12'- 1" 12'- 7" * TOTAL ROOM = WIDTH ABOVE "w" +LENGTH OF OVERHANGS OR SPAN LENGTH OF PANEL BETWEEN ANCHOR POINTS. Z-CLlP ANCHORS CAN BE ADDED TO ACHIEVE LONGER SPANS AND ARE RECOMMENDED @ MID SPAN TO ELlMINA TE PAN RUMBLE. [1@W[),@[fj)@@ ~o []3@[fj)[fj)@t1t1g f?o@;o CIVIL ENGINEER AND DEVELOPMENT CONSULTANT P.O. BOX 4369 S. DAYTONA. FLORIDA 32121-4368 PHONE: (904) 767-4774 FAX: (904) 767-6556 v- @ COPYRIGHT, 1995 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P.E. SECTION: 7 PAGE: ~=5 -98-