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Home My WebLink About02-1201 BUILDING PERMIT CITY OF ZEPHYRHILLS Permit N2 120 1 (813) 780-0020 Date :;:/--to;L BUilDING ELECTRICAL PLUMBING MECHANICAL Sewer Conn Water Conn: ~operty Owne, -1!6~ ~J~ Job Address: ~ r ' Parcell.D, # Water Meter: T,I.F.'s: Zoning: DescriDtion of Work Energy Code: .-5::::- , CQM ~ ~n Gas: cr~ ' I (1 () , NO OCCUPANCY BEFORE C.O. FINAL C.O. <...~- 7-t);L DATE Complete Plans, Specifications and Fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinanceso DATE Valuation or Contract Price ~7eo. 33t:/ If! 3i I G0 Inspector Permit Fee ,5,~, SO Signature ;4 Company Address Telephone# "7 g-g - 5 31 'I ~ City license Registration # State Certified license# BUilDING Ftr. j .s-:-:<-o~ FI:Tb Pre SlB Js -2-():l #J7) lintel FRM. Insul. Cl Wl ELECTRICAL SLB Tub Set Water Sewer Final Breakers Ducts Inslo Com pres r Final Tp. Serv, 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 twenty-five and 00/100 Dollars ($25000) shall be made for each trip for each trade: ao 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 sameo APPLICATl:OH FOR PBlUaT CITY or ZBPBYRBILLS BUILDING DEPARTMENT } CJ'M 1i3_1J~~ \----,-.--- DATE RECEIVED'.if.- af9 Lt) ~ PLANS REVIEW I'EE OWNER'S NAME H{{.rD/d M u/d~( JOB ADDRESS 5~()(o D03tA.Jood LEGAL DESCRIPTION: LOT(S) PHONE PASCO PERMIT SERVICE R1~.78S-S314 St. 7 Z eph~".-hllls) F (, 33.51D BLOCK SUBDIVISION PARCEL ID # I;}- ;;</p- CJ, I-O;?~O -o;moo -1/70 (OBTAIN FROM PROPERTY TAX NOTICE) WORK PROPSED: DNEW CONSTRUCTION o SIGN llf ADDITION o MOVE DALTERATION o REPAIR o INSTALL o DEMOLISH PROPOSED USE: ~SGL FAMILY DWELLING o COMMERCIAL DMULTI-FAMILY o INDUSTRIAL 0# OF UNITS o SWIMMING POOL o MOBILE HOME o OTHER DESCRIPTION OF WORK o RESTAURANT & HEALTH DEPARTMENT APPROVAL <~('_r~en F<OOY'Yl ~ ('oV\(rt':,fc BUILDING SIZE /())(({P SQUARE FOOTAGE lit;O HEIGHT 7/ 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 ~ BUILDING o ELECTRICAL o PLUMBING o MECHANICAL $ $ /X 700. eo VALUATION OF TOTAL CONSTRUCTION o GAS o ROOFING o SPECIALTY AMP SERVICE 0 FLORIDA POWER 0 W.R.E.C. . ~ VALUATION OF MECHANCIAL INSTALLATION ~ 0 OTHER . ( 0 FRAME 0 STEEL Ui-OTHER tJ.ltau.tJ1..tu-v TYPE OF CONSTRUCTION: 0 Bf.OCK FINISHED FLOOR ELEVATIONS IS PROJECT IN FLOOD ZONE AREAD YES o NO BUILDER SIGNATURE_4JU 4y~ COMPANY R. S. 's A\L<...V\I\..in(.(..y',- STATE CERT OR REGIST it J.I CITY PROCESSING # ~~~ ****************************************************************** ELBCTlUCIAN COMPANY STATE CERT OR REGIST # CITY PROCESSING # SIGNATURE j ****************************************************************** PLUMBER COMPANY STATE CERT OR REGIST # CITY PROCESSING # SIGNATURE **********~******************************************************* MBCHANICAL COMPANY STATE CERT OR REGIST # CITY PROCESSING # SIGNATURE ***************************************************************** OTHER COMPANY STATE CERT OR REGIST # CITY PROCESSING # SIGNATURE ***************************************************************** CONDITIONS OF PERMIT AFFIDAVIT A. NOTICE OF DEED RESTRICTIONS Th~ u~dersi~ned understands that this permit may be subject to ~deed restrictions" which may be more restrictive than City regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the City of Zephyrhills Building Department, 813-788-6611. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the ~Contractor Sections" of this application for which they will be responsible. If you, as the owner signs as the contractor, you are indicating that you, rather than the contractor, are responsible for the work. If the contractor wishes you to sign as contractor that may be an indication that he is not properly licensed and is not entitled to permitting privileges in the City of Zephyrhills. C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES D. CONSTRUCTUION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED) I certify that I, the applicant, have been provided with a copy of ~Florida's Construction lien Law - Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other that the ~owner", I cerify that I have obtained a copy of the above described document and promise in good faith to deliver it to the ~owner" prior to commencement. E. CONTRACTOR'S/OWNER'S AFFIDAVIT I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning, and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other governmental agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: *Department of Environmental Regulation-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment *Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses *Army Corps of Engineers-Seawalls, Docks, Navigable Waterways *Department of Health & Rehabilitative Services, Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks *U.S. Environmental Protection Agency-Asbestos abatement I also certify that, if fill material is to be used in Flood Zone ~A" or ~A,etc.", it is understood that a drainage plan addressing a ~compensating volume" will be submitted which is prepared by a professional engineer registered in the State of Florida prior to permit issuance. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction, or violations of any code. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of issuance, or if work authorized by the permit is suspended or abandoned for a period of six months after the time the work is commenced. One 90 day extension of time may be allowed for the permit with fee charge of $15.00. The extension shall be requested in writing to the Building Official. An approved inspection must be logged during each six month period, or the project will be considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF 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". ,/ / , 4/J '::1.., I)L# ~43(rJ?~-J7-27t'-tJ ,X I~ ~,"a&<- SIGNATURE: OWNER OR AGENT 1i~.LJ ~/ :JIG URE: ~ CO TRAC R STATE OF FLORIDA P COUNTY OF t1 SeD The foregoing instrument was acknowledged Before me tpis ~ day of .4f('i! , :I:lI02COd. by rtt1 ('0\4, 1Y\uJtler (name of person acknowledged) Dwho is personally known to me, or STATE OF F~ORIDA 111. COUNTY OF bW The foregoing instrument w~ a~knowledged Before me this ~q~day of rr/ I ,>> ;;ZOo)..... by R'Dnol/t J, V ii..Ke.r~ ~. (name of person ac owledged) ~o is personally known to me, or ~hO has produced VL.-- (type of identification) ~d not tak an oath. Dwho has produced (type and ~ no Si of identification) tak an oath S' Name \.\"',i!~l' C' ,_,', '.- _u , ""'~} , I...'''idle 8um t ed t~, ,"ee~f'8r;c;~~~e~817 yp , ",,]t ;' ',," ' '. ",,;) . 2002 .\:~>''-~:~'~'~'~'c, ,:,' ,',' , '~::) ~';-:'fi u .'. , Name \. \ \:; t ~;, ~'Ii/'; - ~;&, ~;' f .-t;f.I. '." -; ~~l;;-; ~,J: .:--~ ; ,;,ne 8tlllr :p#ht'~~ f~~ I~ped , : , ,lmJ.l t , ('ED THRU :'~rl co... INC <::e.. !~IC 111111111111111111I111111111111111111~11111t1111~111I111I1I 2002067553 state of BoricJa~ NOTICE OF COHMENCEMENT County of Y~5c..D TUB ImOERSIGNED hereby gives notice that improvement will be made to c~rtain real property, and in accordance with Chapter 713, Florida Statutes, the following inforI:1ation is provided in this Notice of Commencement: 1. Description of Property: Parcel No. l.;t- ~,,- Dt(- O~{qO- O~OtXJ- Il70 5'8oltJ (Legal descrl. 2 . General Description of Improvement Sl!-r'een RODm ..... c..onC-r~re~ l\ddress Ha.ro~er City Le.f2hyrhi\\s Rcpt: 585204 OS: 0,00 05/01/02 Rec: 6,00 IT : 0 , 00 Dpty Clerk 3. Owner Information: Name State Be 33540 Interest in Property: Name of Fee Simple Titleholder: (If other th~n owner) JEO PITTMAN~ PASCO COUNTY CLERK 05/01/02 00: 36am 1 of 01 OR BK 4934 PG 45 Address City State " Contractor: Name ---..B.J''5 At u.m~nLU\'\... at- Ma..-',onrlj C.Dntr~+or Address 37q l~ 7fi... Ave.. City ~hyrhi 115 State fl. 3"35tJ, 5 Surety: Name Address City State Amount of Bond: S 6. Lender: Name Address City State 7. Persons within the State of Florida designated by Owner upon whcm notices or o~her documents may be served as provided by Section 71J.lJ(1){a)(7), Florida Statutes: Nnme Address City State 8. In addition to himself, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. <J, ["xpirnt.LtJn dnte of Hot.ice of Commencement. (the expiration date is 1 yedr fr~m the date of recording unless a different date is specified.) ~/{ ~-:R ~~ Signature of Owner: X PC93053048 . . h.\J IS . A~ l/Vl/\ 5'tD~, DcbWG'q) ,. to ',. ,.. ~,l2J-;w (2ooiAA, " 0, . ,- I. SQ. JIII!!!T ~ ~ .. . ... CIlu... ..-- t . 0"11&..... ,~_ .. . - ... . YAUlA1DI . 1-/700 (::).::> , (pN-r;~-1?(l)~ o J -- . 52. 'S Q . - .. - ... .' Ihv cxr-l .' r tOO , ~ 'fJ~ \../ t$S l.f It .. I I, 1"11'''8 ~'. lS3'-/df~ RJ's ALU~NUM MASONRY CONTRACTOR PROPOSAL SUBMITTED TO: 379127thAvenue Zephyrhills. Fla, 33541 Phone: (813) 788-3741 NAME: II I !i/-}f<tJLD ) STREET: .5;fOt:, hcq uJ tJP /) CITY: ~~. t. ',1//// /1.5 STATE: / r L" t3A~~A/l/l ~v.J../)E,e , $r-: We hereby submit specifications and estimates for: :.[11;lczll 5C~1 !.o(Jn-. ,6 K/(;; .~xJ., -- Utl'jAt 5 o At. 3~" /Joo t' l(p {, /Y1L~' Off hoHoP1 It xlg Ocvblt In~. J.(J(}f 3 if (Jq,.,) / z >t. 5 f '1ro (,;4 ,., 6vtkr/7r;'m f Tw. aW')5foVlj A 'f~ 11..-d JooDf,Sl, JL. ;L'-I~ Y. /5 fr ~ ~~~~ dollar. ($ 70 Ie #ef';/ 0/\ I C t?P/A~~/J -#- A__... ~~ ~ ACCEPTANCE OFI PROPOSAL The above price.. specifications and concIhIona... hamby acoepted, Veu .. authorized to do the wort .. apedfled, Payment wll be made .. outIned above, ACCEPTED: Daw ~k7kz Signature Signature X /h~J) 1n./._c(J/Lq/L- OWNER 111alder JOB LOCATION ,~oDf.o J~c:JwCJOcl cSt; I !. - ? 0-- 2 I - () 2 {-c ,() 2 ('c. '(c. PARCEL 1.0.' 1# CITY OF ZEPIIYRHILLS BUILDING DEPARTHENT /1 7/' SIION ALL EXISTING & PROPOSED STRUCTURES GIVING DIMENSIONS & SETBACKS. l J' -1'1 I , .1)- .3 I 1-_- --, -- ,- - '-I '<:> I f7r ~ f'~.5et>l l~;t~~_j ----_~ 1. UTILITY BUILDINGS MUST SHOW SIZE & FOUNDATION INFOR- MATION. STREET FRONT PROPERTY LINE If'! /)O,~, 4/0 Q lJ IJ,~ , (NOTE EXAMPLES 1 & 2) 1. SETBACKS FOR Rl, R2 ZONING 60' 10' P E- R X 0 I 10' P S 10' 0 T S I E N D G 20' 2. SETBACKS FOR R3 ZONING 60' 1 0' 10' 10' EXISTING 10' 1 0 PROPOSED 20'SGL FAM 30 ' DUPLEX '- '-- FRONT PROPERTY LINE FRONT PROPERTY LINE PROPOSED SCREEN ROOM I I I I I I I I 3" RISER PAN ROOF I I I I I 2X2 ,044 UPRIGHTS 3'-10" MAX, BETV\JEEN = 16" KICKPLA TE - -I 16' ~ BACK ELEY A TION NEW SLAB - ~ t2'+ E X I H S 0 T M I E N G existing slab 10' SIDE ELEY A TION SCREEN, VINYL, GLASS & MODULAR ROOMS SECTION 3 INTERIOR BEAM TABLE 30103 OR 301.6 ALUMINUM ROOF SYSTEM PER SECTION 7 HOST STRUCTURE OR FOURTH WALL FRAME CARRIER BEAM POST TYPICAL SLOPED SOLID ROOF ENCLOSURE SCALE: N.T.S. ALUMINUM ROOF SYSTEM PER SECTION 7 /r HOST STRUCTURE OR FOURTH WALL FRAME ''-.. RIDGE BEAM (SEE TABLE 3.1.1, 30102, 301.4 OR 301.5) USE BEAM TO WALL DETAIL TYPICAL GABLE SOLID ROOF ENCLOSURE SCALE: N.T,S. ~- Lawrence E. Bennett, P. E. CIVIL ENGINEER. DEVELOPMENT CONSUL rANT P,O, BOX 4368. SOUTH DAYTONA, FL 32121 TELEPHONE (388) 767-4774 FAX (386) 767-6556 @ COPYRIGHT 2001 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOU 'E WRIITEN PERMISSION OF LAWRENCE E, BENNEIT, P,E, SEAL PAGE 3-1 SECTION 3 ANCHOR1wx2wCHANNElTO CONCRETE WITH 1/4w x 2-1/4wCONCRETE ANCHORS WITHIN 6w OF EACH SIDE OF EACH POST AT 24W O.C. MAX. OR THROUGH ANGLE AT 24w O.C. MAX. MIN, 3-1/2w SLAB 2500 PSI CONC. 6x6-10x10 W,W.Mo OR FIBER MESH VAPOR BARRIER UNDER CONCRETE SCREEN, VINYL, GLASS & MODULAR ROOMS BEAM / HEADER ANGLE CLIPS MAY BE SUBSTITUTED FOR INTERNAL SCREW SYSTEMS MIN, (3) #10 x 1 1/2w S,M,S. INTO SCREW BOSS 1 w x 2W EXTRUSION 1-1/8w MIN, IN CONCRETE HEADER BEAM J ALTERNATE CONNECTION DETAil 1w x 2w WITH (3) #10 x 1-1/2w S,M,S, INTO SCREW BOSS (2) #10 x 1 1/2w S. M, S, INTO SCREW BOSS ANCHOR 1 w x 2W PLATE TO CONCRETE W/1/4w x 2-1/2w CONCRETE ANCHORS WITHIN \ 6w OF EACH SIDE OF EACH POST AND 24w O.C, MAX, MIN. 3-1/2w SLAB 2500 PSI CONC. 6 x 6 - 10 x 10 W,W,M. OR FIBER MESH VAPOR BARRIER UNDER CONCRETE ALTERNATE HOLLOW UPRIGHT TO BASE AND HOLLOW UPRIGHT TO BEAM DETAIL SCALE: 3W = 1 '-Ow (4) #10 x 1/2w S.M,So EACH SIDE OF POST H-BAR OR GUSSET PLATE 2W x 2W OR 2W x 3w OR 2W SoM.Bo POST MINo (4) #10 x 1/2w SoM.So @ EACH POST 1 w x 2w EXTRUSION 1-1/8w MIN. IN CONCRETE ALTERNATE PATIO SECTION TO UPRIGHT AND PATIO SECTION TO BEAM DETAIL SCALE: 3w = 1'.Ow Lawrence E. Bennett, p, E. CML ENGINEER - DEVELOPMENT CONSUL TANT P,O, BOX 4368, sourn DAYTONA, FL 32121 TELEPHONE (388) 787-4n4 FAX (388) 787~558 SEAL PAGE -.J 3.12 @ COPYRIGHT 2001 NOT TO BE REPRODUCED IN WHOI, f OR IN r ' r WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E, BENNETT, P,E, '.. SECTION 3 1/4" x 6" RAWL TAPPER THROUGH 1" x 2" AND ROW LOCK INTO FIRST COURSE OF BRICKS ALTERNATE CONNECTION OF SCREENED ENCLOSURE FOR BRICK OR OTHER NON- STRUCTURAL KNEE WALL 1" WIDE x 0.063" THICK STRAP @ EACH POST FROM POST TO FOOTING W/ (2) #10 x 3/4" SoM,So STRAP TO POST AND (1) 1/4" x 1-3/4" TAPCON TO SLAB OR FOOTING SCREEN, VINYL, GLASS & MODULAR ROOMS ALUMINUM FRAME SCREEN WALL ROW LOCK BRICK KNEEWALL TYPE S MORTAR REQUIRED FOR LOAD BEARING BRICK WALL 4" (NOMINAL) PATIO CONCRETE SLAB W/ 6 x 6 - 10 x 10 WELDED WIRE MESH OR FIBER MESH CONCRETE Co C"') L - - ---...!..... d . . (1) #5 0 BARS W/3" COVER (TYPICAL) BRICK KNEE WALL AND FOUNDATION FOR SCREEN WALLS SCALE: 3/4" = 1 '-0" (2) #5 BAR CONT, 2'_0" MINo r BEFORE SLOPE I jlT~ mm~llirri~1 E I Em~m--II ...... 1'-0", TYPE I TYPE III FLAT SLOPE / NO FOOTING STEEP SLOPE FOOTING NOTES: 0_2" /12" > 1'-10" 1. THE FOUNDATIONS SHOWN ARE BASED ON A MINIMUM SOIL BEARING PRESSURE OF 1,500 PSF. BEARING CAPACITY OF SOIL SHALL BE VERIFIED, PRIOR TO PLACING THE SLAB, BY FIELD SOIL TEST OR A SOIL TESTING LABo 20 THE SLAB/FOUNDATION SHALL BE CLEARED OF DEBRIS, ROOTS, AND COMPACTED PRIOR TO PLACEMENT OF CONCRETE. 3. NO FOOTING REQUIRED EXCEPT WHEN ADDRESSING EROSION UNTIL THE PROJECTION FROM THE HOST STRUCTURE EXCEEDS 16" THEN A TYPE" FOOTING IS REQUIREDo SLABS SHALL BE A MINIMUM OF 3-1/2" (4" NOMINAL) THICK, 4. 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 MESHo 5. IF LOCAL BUILDING CODES REQUIRE A MINIMUM FOOTING USE TYPE" FOOTING OR FOOTING SECTIONS REQUIRED BY LOCAL CODE, LOCAL CODE GOVERNSo ORANGE COUNTY FOOTINGS SHALL BE 18" DEEP & 16" WIDE FOR STRUCTURES / BUILDINGS OVER 400 S.F.. 6. IF A CARRIER BEAM OR FORTH WALL FRAME IS REQUIRED USE A TYPE" FOOTING MINIMUMo ~, . d "...---- /. / . . - SLAB-FOOTING DETAILS SCALE: 3/4" = 1'-0" L Lawrence E. Bennett, P,E. CIVIL ENGINEER 0 DEVELOPMENT CONSUL TANT P,O, BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 767-4774 FAX (386) 767.e556 SEAL PAGE 3-24 @ COPYRIGHT 2001 NOT TO BE PEPRODUCED IN WHOLE OR IN PAfNITHOUT THE WRITTEN PERMISSION OF LAWRENCE E, BENNETT, P,E, SCREEN, VINYL, GLASS & MODULAR ROOMS SECTION 3 Table 3.1,1 Allowable Edge Beam Spans. Hollow Extrusions For Screen Rooms or Vinyl Rooms I Open or Partially Enclosed Structures Aluminum Alloy 6063 T-8 "-- For 3 second wind gust at velocity of 120 MPH or an applied load of 28 # / sq, ft." 2" x 2" x 0.044" 2" x 2" x 0,055" Load Max, Span 'L' , (bendlna 'b' or deflection 'd') Load Max, Span 'L'/ (bendlna 'b' or deflection 'd') Width (ft.) 1 & 2 Spar 3 Span 4 Span Max. Width (ft.) 1 & 2 Spar 3 Span 4 Span Maxo Cantilever Cantilever 5 3'-9. d 4'-4" b 4'-3" b 1'-0" d 5 4'-0" d 4'-9" b 4'-7" b 1'-1" d 6 3'-7" d 3'-11. b 3'-10" b 0'-11" d 6 3'-9" d 4'-4" b 4'-2" b 1'-0" d 7 3'-4" b 3'-S" b 3'-7" b 0'-11" d 7 3'-7" d 4'-0" b 3'-11" b 0'-11" d 8 3'-1" b 3'-5" b 3'-4" b 0'-10. d 8 3'-4" b 3'-9" b 3'-S" b 0'-11" d 9 2'-11" b 3'-3" b 3'-2" b 0'-10" d 9 3'-2" b 3'-7" b 3'-5" b 0'-11" d 10 2'-9" b 3'-1" b 2'-11" b 0'-10" d 10 3'-0" b 3'-4" b 3'-3" b 0'-10" d 11 2'-S" b 2'-11" b 2'-10" b O'-g" d 11 2'-10" b 3'-3" b 3'-1" b 0'-10" d 12 2'-6" b 2'-10" b 2'-9" b O'-g" d 12 2'-9" b 3'-1" b 2'-11" b 0'-10" d 3" x 2" x 0,045" 2" x 3" x 0,045" Load Max. Span 'L' / (bendlna 'b' or deflection 'd') Load Max. Span 'L" (bendlna 'b' or deflection 'd') Width (ft.) 1 & 2 Span 3 Span 4 Span Max. Width (ft.) 1 & 2 Spar 3 Span 4 Span Max. Cantilever Cantilever 5 4'-2" d 5'-1. b 4'-11" b 1 '-1" d 5 5'-3" d 6'-5" b 6'-3" b 1'-5" d 6 3'-11" d 4'..7" b 4'-5" b 1'-1" d 6 4 '-11" d 5'-11" b 5'-S" b 1'-4" d 7 3'-9" d 4'-3" b 4'-2" b 0'-11" d 7 4'-S" d 5'-5" b 5'-3" b 1'-3" d 8 3'-7" d 3'-11" b 3'-10. b 0'-11" d 8 4'-6. d 5'-1" b 4 '-11" b 1'-2" d 9 3'-4" b 3'-9" b 3'-8" b 0'-11" d 9 4'-3" b 4'-10" b 4'-S" b 1'-2" d 10 3'-2" b 3'.7" b 3'-5" b 0'-11. d 10 4'-1. b 4'-7" b 4'-5" b 1'-1" d 11 3'-1" b 3'-5" b 3'-4" b 0'-10" d 11 3'-11" b 4'-4" b 4'-2" b 1'-1" d 12 2'-11" b 3'-3" b 3'-2" b 0'-10" d 12 3'-9" b 4'-2" b 4'-0" b 1'-1" d 2" x 4" x 0,050" Load Max, Soan 'L' / (bendlna 'b' or deflection 'd') Max. 3'-7 II 3,58 X- I.O-g 3. '6(0 Width (fto) 1 & 2 Spa" 3 Span 4 Span ~ = Cantilever 5 7'-1" b 7'-11" b 7'-7" b 1'-11" d 3 1_ lO'l bet-ween po 6 6'-5" b 7'.2" b 6'-11" b 1'-9" d Of<. 7 5'-11" b 6'-S. b 6'-5" b 1'-8" d 8 5'-7" b 6'-3" b 6'-0" b 1'-7" d 9 5'-3" b 5'-11" b 5'-S" b 1'-7" d 10 4'-11" b 5'-7" b 5'-5" b 1'-6" d 11 4'-9" b 5'-4" b 5'-2" b 1'-6" d 12 4'-7" b 5'-1" b 4 '-11. b 1'-5" d sts " For Maximum Spans at wind velocities other than 120 MPH, see conversion tables on the spec-meation page for tables at the beginning of this section and example belowo Notes: 1, For high velocity zones, convert to 130 MPH spans, 2, Above spans do not Include length of knee braceo Add horizontal length of knee brace to above spans for total beam spanso Example: To ealcualate maximum span 'L' at 140 MPH wind velocity for: 2" x 4" x 0,050" hollow section with Load Width = 65' and 4 span Overhang Condition 1, Find 'L' at 120 MPH: L = 6'-11" 2, Convert 'L' to decimal feet: L = 6'-11" = 6,92' 3, Select the appropriate multiplier from the conversion table found on the specifieation sheet at the beginning of this sectiono - if the spant is followed by 'b' use Bending multlpllero - if the span is followed by 'd' use Deflection multiplier, 4, Multiply 'L' in decimal feet hy appropriate multiplier, 'L' at 140 MPH is 6,92' x O,S7 = 5.45' = 5'-5" L 110 Mph. nAtA Iti fJl,'ec : 1,08 d 1,1~) b Lawrr .~ Eo'ennett, P.E. CIVIL EN'; , - DEVT : UPMENT CONSUL TANT P,O, Be" SOUTH DAYTONA. FL 32121 TELE' '-lONE (386) 767-4774 F! X (386) 767~556 SEAL @ COPYRIGHT 2001 NOT TO BE REPRODUCED IN WHOLE OR IN PAR r WITH. UT THE WRITTEN PERMISSION OF LAWRENCE E, BENNETT, P,E, PAGE 3-25 ~ ~ > SCREEN, VINYL, GLASS & MODULAR ROOMS SECTION 3 Table 3.2.1 Allowable Upright Heights, Chair Rail Spans or Header Spans - Hollow Extrusions For Screen Rooms or Vinyl Rooms I Open or Partially Enclosed Structures Aluminum Alloy 8083 T-8 For 3 second wind aust at velocity of 120 MPH or an applied load of 1.. # Isa, ft.. Trlbutarv Load Width OW' . Purlln SDaclna Sections 3'.0"' I 3'-8" I ....0" I "'-8" I 5'.0" I 5'-8"1 8'.0" I 8'-8" I 7'.0" T 7'-8" Allowable HeIGht 'H' I bendinG 'b' or deflection 'd' 2" x 2" x 0.044" Hollow 7'-7" d 7'-2" d 8'.11" d 6'-6" b 6'-2" b 5'-11" b 5'-8" b 5'-5" b 5'-3. b 5'-1" b 2" x 2" x 0.055" Hollow 8'..()" d 7'-T' d 1'-4" d 7'..()" d 6'-9" b 6'-5" b 6'-2" b 5'-11" b 5'-8" b 5'-6" b 3" x 2" x 0,045" Hollow 8'-4" d 7'-11" d 1'-7" d 1'-4" d 7'-1" d 6'-10" b 6'-6" b 6'-3" b 6'..()" b 5'-10" b 2" x 3" x 0.045" Hollow 10'-5" d 9'-11" d 9'-6" d 9'-2" d 8'-10" d 8'-7" d 8'-4" d 1'-11" b 7'-8. b 7'-5. b 2" x .." x 0,050" Hollow 14'-3" d 13'-4" b 12'-6" b 11'-9" b 11'-2" b 10'-8" b 10'-2" b 9'-9" ~ 9'-5" b 9'-1" b 2" x 5" x 0.050" S,M.8. 19'-1" d 18'-2" d 11'-4" b 16'-4" b 15'-6" b 14'-9" b 14'-2" b 13'-7" b 13'-1" b 12'-8. b 2" x 8" x Q.OSO" S,M,8, 22'-4. d 21'-3. d 20'..(). b 18'-10. b 17'-11" b 17'-1. b 16'-4. b 15'-8. b 15'-2. b 14'-7. b · For Maximum hleghts at wind velocities other than 120 MPH, s.. Conversion Table 38 on the specification page for table. at the beginning of this .ectlon and example below. Note: For high velocity zones, convert to 130 MPH spans, Example: To calcualata maximum height 'H' at 140 MPH wind velocity for: 2. x 2. x 0,044" Hollow Extrusion with load Width = 4' 1, Find 'H' at 120 MPH: H = 6'-11" 20 Convert 'H' to decimal feet: H = 6'-11" = 6092' 30 Select the appropriate multiplier from the conversion table 3A found on the specification sheet at the beginning of this section, - if the height Is followed by 'b' use Bending multiplier, - If the height is followed by 'd' use Detleclion multiplier. 4, Multiply 'H' in decimal feet by appropriale multiplier, 'H' at 140 MPH is 6011' x 0,92 = 5,62' = 5'-7. II 0 Vl-'\-ph.. {p '-ll'l ;:::- (p.ql X- I.Og - 7.1& o~ 7'-5.511 - u.pr~kt- he;jtJ- Lawrence E. Bennett, P, E. CIVIL ENGINEER - DEVELOPMENT CONSUL TANT P,O, BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (388) 787-4714 FAX(388)787~ SEAL @ PAGE COPYRIGHT 2001 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOU i: WRITTEN PERMISSION OF LAWRENCE E, BENNETT. P,E, 3-29 SECTION 7 ALTERNATE CONNECTION: (3) #8 SCREWS PER PAN WITH 1" MINIMUM EMBEDMENT INTO FASCIA THROUGH PAN BOXED END EXISTING TRUSS OR RAFTER #10 x 1-1/2" S.M.So (2.) PER RAFTER OR TRUSS TAIL #10 x 3/4" So M.S. @ 12" O.C. EXISTING FASCIA FOR MASONRY USE 1/4" x 1-1/4" MASONRY NCHOR OR EQUAL @ 24" O.Co FOR WOOD USE #10 x 1-1/2" SoM.So OR WOOD SCREWS @ 2"00C, EXISTING HOST STRUCTURE: WOOD FRAME, MASONRY OR OTHER CONSTRUCTION SOUD ROOF PANEL PRODUCTS PAN ROOF ANCHORING DETAILS I ROOF PANEL TO WALL DETAIL SCALE: 3" = 1'-0" SEALANT HEADER (SEE NOTE BELOW) ROOF PANEL SEALANT HEADER (SEE NOTE BELOW) ~ ROOF PANEL #8 x 1/2" S,MoS. (3) PER PAN (BOTTOM) AND (1) @ RISER (TOP) NOTES: ROOF PANELS SHALL BE ATTACHED TO THE HEADER WITH (3) EACH #8 x 1/2" LONG CORROSION RESISTANT SHEET METAL SCREWS WITH 1/2" WASHERS. ALL SCREW HEADS SHALL BE CAULKED OR SHALL HAVE NEOPRENE GASKET BETWEEN THE WASHER AND THE PAN. PAN RIBS SHALL RECEIVE (1) EACH #8 x 1/2" SCREW EACH, THE PANS MAY BE ANCHORED THROUGH BOXED PAN WITH (3) EACH #8 x 1" OF THE ABOVE SCREW TYPES AND THE ABOVE SPECIFIED RIZER SCREW. #8 x 9/16" TEK SCREWS ARE ALLOWED AS A SUBSTITUTE FOR #8 x 1/2" S.M.S, Lawrence E. Bennett, P,E. CIVIL ENGINEER - DEVELOPMENT CONSUL TANT P,O, BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 767-4774 FAX (366) 767-6556 SEAL PAGE .J @ COPYRIGHT 2001 7 -2 NOT TO BE REPRODUCED IN WHOLE OR IN PA' ITHOUT THE WRITTEN PERMISSION OF LAWRENCE E, BENNETT, P,E, SOLlD ROOF PANEL PRODUCTS SECTION 7 0,024" ALUMINUM COVER PAN OR CONTINUOUS ALUMINUM SHEET #8 x 1/2" CORROSION RESISTIVE WASHER HEADED SCREWS @ 24" O,Co ALTERNATE #8 x 1/2" SoM.S, W/1/2" 0 WASHER. en 1 W If 1 TYPICAL INSULATED PANEL SCALE: 3" = 1'.0" \- NOTES: 1. INSTALL RIGID FOAM INSULATION INTO ALUMINUM ROOF PAN, 2. COVER INSULATION WITH 0.02~" 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, 40 PROTECTOR PANEL WILL BE SECURED BY #8 x 5/8" CORROSION RESISTIVE WASHER HEADED SCREWSo 50 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) #8 x 1/2" CORROSION RESISTIVE WASHER HEADED SCREWS. L Lawrence E. Bennett, P.E. CIVIL ENGINEER. DEVELOPMENT CONSUL TANT P,O, BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 767-4774 FAX (386) 767-6558 SEAL @ COPYRIGHT 2001 NOT TO BE REPRODUCED IN WHOLE OR IN P^ ,r WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E, BENNETT, P,E, PAGE 7-13 SOLID ROOF PANEL PRODUCTS SECTION 7 T.bl.7.1.4 AII....bl. Speno for IndUOby Stende.., R..... P....,. for V.rIous Loed. AlumInum Alloy 3105 H-28 3" x 12" x 0.02'1" 2 or 5 RIb RIser Panels Open and PartIally Enclosed BUildIngs Enclosed BuildIngs WInd MaxImum Allowable Span WInd MaxImum Allowable Span RegIon 1&2 3 Span 4 Span Max RegIon 1&2 3 Span 4 Span Max Span Cantilever Span Cantilever 100 M.P,H. 10'-2" 13'-2" 13'-S" 4'-0" 100 M.P,H. 9'-10" 13'-3" 13'-6" 4'-0" 110 M,P.H. 9'-7" 12'-S" 12'-8" 4'-0" 110 M,P,H, 9'-3" 12'-S" 12'-8" 3'-11" 120 M.P,H, g'-o" 11 '-2" 11'-S" 4'-0" 120 M,P,H. 8'-9" 10' -g" 10'-11" 3'-9" 130 M,P.H, 8'-7" 10'-7" 10'-9" 3'-10" 130 M,P.H. 8'-3" 10'-3" 10'-S" 3'-7" 140 M,P,H. 8'-2" 10'-1" 10'-3" 3'-8" 140 M,p,H. 7'-10" g'-g" 9'-11" 3'-4" 150 M.P,H. 7'-9" 9'-7" 9'-10" 3'-6" 150 M,P,H, 7'-2" g'-3" g'-6" 3'-3" 3" x 12" x 0.03r 2 or 5 RIb RIser Panels Open and PartIally Enclosed BUlld'ngs Enclotl8d BUildIngs WInd MaxImum Allowable Span WInd MaxImum Allowable Span RegIon 1&2 3 Span 4 Span Max RegIon 1&2 3 Span 4 Span Max Span Cantilever Span Cantilever 100 M,P.H, 10'-11" 14'-3" 14'-6" 4'-0" 100 M,p,H. 10'-8" 14'-4" 14'-7" 4'-0" 110 M.P,H. 10'-4" 13'-S" 13'-8" 4'-0" 110 M.P.H. 9'-11" 13'-S" 13'-8" 4'-0" 120 M,P,H. g'-g" 12'-7" 12'-10" 4'-0" 120 M.P,H, g'-S" 12'-8" 12'-11" 4'-0" 130 M,P.H, 9'-3" 11 '_So 11'-8" 4'-0" 130 M,P,H, 8'-11" 11'-0" 12'-3" 3'-10" 140 M,P.H, 8'-10" 10'-11" 11'-1" 3'-11" 140 M,P,H. 8'-6" 10'-6" 10' -g" 3'-8" 150 M.P,H. 8'-S" 10'-S" 10'-7" 3'-9" 150 M,P,H. 8'-1" 10'-0" 10'-3" 3'-6" 3" x 12" x O.OSO" 2 or 5 RIb RIser Panels Open and PartIally Encloeed BUlldlnge Encloeed BuildIngs WInd MaxImum Allowable Span WInd MaxImum Allowable Span RegIon 1&2 3 Span 4 Span Max RegIon 1&2 3 Span 4 Span Max Span Cantilever Span Cantilever 100 M.P.H, 13'-6" 18'-3" 18'-8" 4'-0" 100 M,P.H, 13'-7" 18'-3" 18'-7" 4'-0" 110 M,P.H. 12'-8" 15'-8" 17'-7" 4'-0" 110 M,P,H. 12'-9" 1S'-g" 16'-1" 4'-0" 120 M,P,H. 11'-5- 14'-9- 15'-1- 4'-0- 120 M,P.H. 11'-()" 14'-10" 15'-2" 4'..(J" 130 M,P,H. 10'-10" 13'-11" 14'-3" 4'-0" 130 M,P,H. 10'-6" 14'-1" 14'-4" 4'-0" 140 M,P,H. 10'-4" 13'-2" 13'-S" 4'-0" 140 M,P.H, 9'-11" 13'-S" 13'-8" 4'-0" 150 M,P,H. 9'-10" 12'-9" 12'-11" 4'-0" 150 M,P,H, g'-6" 12'-10" 13'-1" 4'-0" @ COPYRIGHT 2001 NOno" REPRooucEO ~ WHole OR ~ p^,,, W"Hot. .", WAnTE. PERM OS"," "" LAWRENcE E. 'ENHEn. P.E. Lawrence E. Bennett, P,E. CIVIL ENGINEER. DEVELOPMENT CONSUL TANT P,O, BOX 4388, SOUTH DAYTONA, FL32121 TELEPHONE (386) 767-4774 FA)( (388) 767-M51; SEAl. PAGE 7.21