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Home My WebLink About97-6530 --..,....--..- ;L--S --. crV ~~ BUILDING PERMIT NO CITY OF ZEPHYRHILLS Permit. (813) 788-6611 653013 Date r3'~ br 1-; ELECTRICAL PLUMBING MECHANICAL Sewer Conn Water Conn: Property Owner: Job Address: L3 Parcel I. D. If----3>.. ~ a. (, Zoning: Energy Code: Description of Work ~ ~I'~ Water Meter: T.I.F.'s: ZJ L9 0..,. 0 y ~ 0 Radon Gas: ~ ,~ NO OCCUPANCY BEFORE C.O. FINAL Complete Plans. Specifications and Fee Must Accompany Application. C.O. All work shall be performed in accordance with City Codes and Ordinances. DATE Inspector City License Registration # State Certified License# Permit Fee Signature Company Address Telephone# ~.,;2~ Valuation or Contract Price ~:l :J-S-, u-o &----3 o~o (}jJ~ 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. APPLICATION FOR PERKlT CITY OF ZEPBYRHILLS BUILDING DEPARTMENT '11'~ O/Yl A- ~ L ~ } T Lt\€- OWNER'S ADDRESS h 0,- t-IP &0.30 s/frnt: OWNER'S NAME PHONE 7?02-...');:) 7 b RJ DCrEr- LPA'r' D /:Lot JOB ADDRESS LEGAL DESCRIPTION: LOT(S) BLOCK SUBDIVISION PARCEL 1.D.' .J- r;) b .~/~ /J':;>/tJ - O€JtJt:Jtt7- /')'1Eo (OBTAIN FROH PROPERTY TAX NOTICE) V WORK PROPOSED:_New Construction _Addition -.J\1teration _Repair _Install _Sign _Hove _Deaolish ~ . PROPOSED USE: _Single Faaily _H/F _, of Units _H/H _eo..ercial _Indust. _Swia. Pool _Other _Restaurant & Health Departaent Approval DESCRIPTION OF WORK: C(.\~fJo R....., BUILDING SIZE: X r~ ~ 0 Square Feet, Height RESIDENTIAL: ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. COMMERCIAL: ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION. /' BUILDING PERMITS REOUESTED $ /~ d-.S', 00 Valuation of Total Construction _ELECTRICAL AMP Service Florida Power Corp. W.R.E.C. ---1IECllAliICAL $ Valuation of Hechanical Installation _PLUMBING GAS ROOFING SPECIALTY TfPE OF CONSTRUCTION: _Block _Fraae _Steel Other FDUSHED FLOOR ELEVATIONS: FT. IS 'PROJECT IN FLOOD ZONE AREA? .......................................... YES NO BUILDER CONTRACTOR SECTION COMPANY /1 L-E /} L L1 JA1 . /J,/ 4/ r7'1--/ ... State Cert. or Regist. , C'€'Co...? '1i:,tPO ~~~ ~ City License Registration , J>~ .......................................... Signature ELECTRIClAR COMPANY State Cert. or Regist. , City License Registration , .......................................... SiQIIJlture PLUMBER COMPANY State Cert. or Regist. # City License Registration # .......................................... Signature MECHANICAL COMPANY State Cert. or Regist. f City License Registration , .......................................... Signature OTHER COMPANY State Cert. or Regist. , City License Registration # .......................................... Signature APPLICATION APPROVED BY PERKlT OFFICER. CONDITIONS OF PERMIT AFFIDAVIT A. NOTICE OF DEED RESTRICTIONS The undersigned understands that this pertit laY be subject to "deed restrictions" which lay be lOre restrictive than City regulations. The undersigned assUles responsibility for cOlpliance with any applicable deed restrictions. B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES If the owner has hired a contractor or contractors to undertake work, they lay 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 lay be cited for a lisdeteanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirelents laY apply for the intended work, they are advised to contact the City of Zephyrhills Building Departlent, (813) 788-6611. FurtherlOre, 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 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 lay be an indication that he is not properly licensed and is not entitled to pertitting privileges in the City of Zephyrhills. C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES D" CONSTRUCTION LIEN oLAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED) I certify that I, the applicant, have been provided with a copy of 'Florida's Construction Lien Law - HOIeOViDer's Protection Guide" prepared by the Florida Departlent of Agriculture and Conslller Affairs. If the applicant is sOIeone other than the 'owner", I certify that I have obtained a copy of the above described docUlent and prOlise in good faith to deliver it to the 1I0wner" prior to COIleDCetent. E. CONTRACTOR'SjOWNER'S AFFIDAVIT I certify that all the inforlation in this application is accurate and that all work will be done in cOlpliance with all applicable laws regulating construction, zoning, and land developaent. Application is hereby lade to obtain a perlit to do work and installation as indicated. I certify that no work or installation has COIIenced prior to issuance of a pertit and that all work will be perfoIJed to leet standards of all laws regulating construction, City codes, zoning regulations, and land developlent regulations in the jurisdiction. I also certify that I understand that the regulations of other governtental agencies laY apply to the'intended work, and that it is IY responsibility to identify what actions I lust take to be in cOlpliance. Such agencies include but are not lilited to: t Departlent of Environtental Regulation - Cypress Bayheads, Wetland Areas and EnviroDlentally Sensitive Lands, Water/Wastewater Treatlent t Southwest Florida Water Managetent District - Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses t AIIY Corps of Engineers - Seawalls, Docks, Navigable Waterways t Departlent of Health & Rehabilitative Services, Environtental Health Unit - Wells, Wastewater Treatlent, Septic Tanks t US EnviroDlental Protection Agency - Asbestos abatetent I also certify that, if fill laterial is to be used in Flood Zone "A" or "A, etc. ", it is understood that a drainage plan addressing a uCOlpensating volllle" will be subtitted which is prepared by a professional engineer registered in the State of Florida prior to perlit. issuance. A pertit 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 perlit prevent the Building Official frOl thereafter requiring a correction of errors in plans, construction, or VIolations of any code. Every peIlit issued shall beCOle invalid unless the work authorized by such pertit is co_need within six IOnths of issuance, or if work authorized by the perlit is suspended or abandoned for a period of six IOntha after the tile the work is COIIenced. One 90 day extension of tile, lilY be allowed for the peIlit with fee charge of $15.00. Tbe extension shall be requested in writing to the Building Official. An approved inspection lust be logged during each six IOnth period, or the project will be considered abandoned. WARJHNG TO OWHER: YOUR FAILURE TO RECORD A NOTICE OF COMMEKCEMEH'f MAY RESULT IN YOUR PAYING filCE FOR IMPROVEIIEH1'S TO YOUR PROPERTY. IF YOU IH'fEMD TO OBTAIN FINANCING, COMSULT WITH YOUR LElIDER OR AN ATTOIIHEY BEFORE RECORDING YOUR MOTICE OF ~"K;:2oo~_mwmm~'"_ SIGMA'fURB: R R AGBH'f S A'fURE: CO Ran D . 1 dy Allen Daniels Randy Allen ame S Notarv Public, State of Florida Notarv Public, State of F10238a1 ~ Comm. EXDires JlIn 16 2001 My Comm, Exolres Jon 16. S OF FLO ID No, CC614195 ' No CC614195", . TATE R A Bonded Thru: Official Notary Service Bor,ded Thru: Official Nctar'y vervlce COUH'fY OF 1- . edged The foregoing instrumen was ac , 19!Ll. by before me this ;. ({ , 19~ by ed STATE OF FLOR coum OF The forego before me this ~ who is e sonally known to me or who has produce as identification and who did/did not tak~_.o~" /J~ (Si~ fA^' JJ'I (}A JJ I e:"S (Name Typed, Printed or Stamped) NOTARY PUBLIC who is~rs~nal!i)known to me or who has produced as identification and who did/did not takes" ~ (Signatur R. ,}to.I 0 Y 014 Jo./IIR-S (Name Typed, Printed or Stamped) NOTARY PUBLIC 38545 Palm Grove Drive Zephyrhills, Florida 33540 ACE ALUMINUM Job No. Phone: (813) 782-2616 SOLD TO ADDRESS SHIP TO DATE PHONE 1-.01- ti-~;;;o Rib erE Z-(i; F H Y'R-HIL--L.[' r:/. .2 ~ ::1 1-/ ~ '1 7 '? F ;) -:J, ~ 7 L LUll y l)1(. ...;> ~ S" l/ J I. 5 )( 'S:' D r:/-t~ POrL-, , PERMIT PRICE TAX The undersigned agrees to pay TOTAL PRICE /.:2a2.r 00 INSTALLERS IN FULL ON CaMp. N DEPOSIT }> l_ ~~ ~ -- Iep. ~ c........... Slanotvre BALANCE C.O.D. "llTY. l'1J.U , (ILP.sIDEHTUL usa OUL),~ 1'^IlCEI. I,ll, J ~Io 'fl-ll' d..J WIt; fo~ 1:. too' I)J/o . . 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DU 1101' EllCHOACII 11:1'0 AllY EASEHElIT \/11'11 A Sl'RUC'fUnE 1I0USE COI4SHtUCTlOIl ......a: ,". WO f'/10POSEO ;'ODlTlOti ".L.I: ,'. I" ."-~:c.(jIL.[ 1I0Me :;c JuP I '''4~IJ ,-. .... . ..., 11011.1 I I' ~:; 1 ~ .;,t' :..... ;J'..I.~ti,~"~r',"" ~'1' :!',.". \"t',' '.:i-;I(~~.i;,' ~ .I\ft.... . ,I .1'. . .. 10.1 J'" "1,.:, , 4 '" ~ _J,~ h.,,,.. u .. " j rD' 10., 11011,1 .... II~OILl . . """, ..., \. . ~ ,---- . ..,.. ".',.. --.1 I . ". . . .. . 40' '. ':",.- ,I. '.. , tl.l,. 0' , \i~' ~'h ;l~~.\f:""u' ((~'!i'il~;'.;. ,~\H~ ~~,. ::ft"j.;, "';;:mt' , "j.... ,.' - 'l!' "'" 'J . ". , -lL.! &.'~. ., 4. .. :; '. .. 'J 44 g ... 0 . Q 1.5' Il. W (,I II ',1I' - " H' I": ~I"'... :: - - · 1\' . - -..t. · , ~,. - . h.".. ... . 1. 1 .. ~ ,,1 :. ~ -- ~ .. , '-I ,./L.J. '1.1' ru' '" ", I ! I I. s I', ':1' 1.111: C'I! 110411 Iu"r ......~!-LHJ.\.I[ kG411 ".....r -----..-,. ......, .( 1 I < r ~I j ........... iN ~ t I < r ~ o<J ~~ o --- ~ :j " ~' ~? (: (') ?o' ~ ::>0. ~ ~ f:> ~o" ,> , ~ ~ "' ~ ~ ~J.i ~~ . Cu~ 'b~ ~t; ~ h)~ ~~ ~ ~ ,... ~~ .~ . ~~ L . ~~ j ~ Cv ~ ~~ ~~c.v ~ ~M"~ i~~~ . '-Q:.! ", t'- \li. ~,~.~ b' ~ , ~ -''-' h ..0' )), ~~'~ ~ ~; ,...... ~ I " I Q ~ \N~~" -I ~'~"I,;I~ \), ~~, t) 6"t ~.~I~ 0);, ~', ,I"i I ~ I'. , ~ ~ \1 i rt; I i ~ ; ,j It, ~ ; '" , I I " [ juu "-, ! l' i I;: i 1 11 I I . I .", t t I ' , , ,.I ".: , r I I,' I 'I! I ..1 I . ; II" " ~ .1, f ", ;. ill : ~ I ' \ j., , ~ , ~ ~ '\ -... -.... .--~.- -. "--'~_"'~___"'_U.'h._. ,. ~. ~ ~ ~ ~~ Ii '1' ~~ ~)i ~ ~~ ~ ~<> ~. ,~ ~ ..., ~~ t. ~, I ~ ':1, .. N ~ ~, 1::.. .(\ ~ ~ 11\ /' / . ~~ ~~ Cv~ , :ti ~ ~ I,U ~~ ~~ '-J D 10 }J 6', ~ i i I I ~ ~ j 1 :; .it , , L I ~, I II '. \ l\ d Ii: ' , t ~ ,/ f J~, " , \ \ ~ " ~ ~! ' : f'.; I!! I; fl, ~l j;W' : I" I:" < I i" ill If l i I (I I :,' jl' ,.. i " i /I j \ ,. . I l, . ,'\ \ . \ ~ I " ' ,t' , ' TABLE 2 ATTACHED ALUMINUM COVERS MAX. ROOF BEAM SPANS FOR CARPORTS, SCREEN & VINYL ROOMS AND OTHER OPEN STRUCTURES WI SOLID ROOFS 6063 T-6 ALLOY EXAMPLE: FOR SPAN "~' ON DRAWING USE LOAD WIDTH = "W"/2 + O.H. 2"x 4"x 0.050" TILT BEAM: LOAD WIDTH = 14'/2 + 2'O.H. = 9' LOAD WITH = 9'; L.L. @ 22#/SF BEAM SPAN = 7'-3" BEAM SIZE BEAM SPAN FOR DESIGNATED LOADS BEAM LIVE LOAD WIND LOAD LOAD WIDTH 22#/SF 32#/SF 100 MPH 110 MPH 120 MPH 2"x 3"xO.050"TILT BEAM OR 2"x 3"xO.050"EXTRUSION 5 '8'-1" 6'-7" 9'-0" 8'-1" 7'-5" 6 '7'-4" 6'-0" 8'-3" 7'-4" 6'-9" 7' 6'-10" 5'-6" 7'-6" 6'-10" 6'-3" 8 6'-5" 5'-2" 7'-2" 6'-5" 5'-10" 9' 6'-0" 4'-11" 6'-9" 6'-0" 5'-6" '" 1 0' 5'-8" 4'-8" 6'-5" 5'-8" 5'-2" 11' 5'-5" 4'-5" 6'-1" 5'-5" 5'-0" 12' 5'-2" 4'-3" 5'-10" 5'-2" 4'-9" 2"x 4"x 0.050"x TILT BEAM 5' 9'-9" 8'-0" 10'-11" 9'-9" 8',11" 6' 8'-11" 7'-3" 10'-0" 8'-11" 8'-1" 7' 8'-3" 6'-9" 9'-3" 8'-3" 7'-6" 8' 7'-9" 6'-3" 8'-8" 7'-9" 7'-0" EXAMPLE 9' 7'-3" 5'-11" 8'-1" 7'-3" 6'-8" 10' 6'.11" 5'-7" 7'-9" 6'-11. 6'-3" 11' 6'-7" 5'-4" 7'-4" 6'-7" ~6'-0" 12' 6'-3" 5'-0" 7'-0" 6'-3" 5'-9" 2"x 4"x O.044"x 0.120" S.M.B. 5' 12'-10" 10'-5" 14'-4" 12'-10" 11'-3" 6' 11'-8" 9'-6" 13'-1" 11'-8" 10'-8" 7' 10'-10" 8'.10" 12'-1" 10'-10" 9',11" 8' 10'-1" 8'-3" 11'-4" 10'-1" 9'-3" 9' 9'-6" 7'-9" 10'-8" 9'-6" 8'-8" 10' 9'-1" 7'-5" 10'-1" 9'-1" 8'-3" 11' 8'-8" 7'-0" 9'-8" 8'-8" 6"10" 12' 8'-3" 6'-9" 9'-3" 8'-3" 7'-6" 2"x 5"x 0.050"x 0.120" S.M.B. 5' 15'-2" 12'-4" 16"11" 15'-2" 13'-10" 6' 13"10" 11'-3" 15'-6" 13'-10" 12'-8" 7' 12"10" 10'-5" 14'-4" 12'-10" 11'-8" 8' 12'-0" 9'-9" 13'-5" 12'-0" 10'-11" 9' 11'-3" 9'-2" 12'-8" 11 '-3" 10'-4" 10' 10'-8" 8'-9" 12'-0" 10'-8" 9'-9" 11' 10'-3" 8'-4" 11'-5" 10'-3" 9'-4" 12' 9'-9" 8'-8" 10'-11" 9'-9" 8'.11" 2"x 6"x 0.050"x 0.120" S.M.B. 5' 17'-2" 14'-0" 19'-2" 17'-2" 15'-8" 6' 15'-8" 12'-9" 17'-6" 15'-8" 14'-3" 7' 14'-6" 11'-10" 16'-2" 14'-6~ 13'-3" 8' 13'-7" 11'-1. 15'-2" 13'-7" 12'-4" 9' 12'-9" 10'-5" 14'-3" 12'-9" 11'-8" 10' 12'-1" 9'.11" 13'-r 12'-1" 11'-1" 11' 11'-1" 9'-5" 12'-11" 11'-r 10'-6" 12' 10'-3" 9'-0" 12'-4" 10'-3" 10'-1" LAWRENCE E. DENNETT, P.E. Clvn. ENGINEER oft DEVELOPMENT CONSUU'ANT P. O. BOX <4368 SOUTH CM\YTONA, Fl 32121 PHONE 1 (904) 767.4774 FAll' 1 (904) 767-6556 C COPYRIGHT, 1996 NOT TO BE REPRODUCED IN WHOLE OR IN FJl>.RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. P.E. 3 49 ATTACHED ALUMINUM COVERS (2) 1-1/2" x 1-1/2" x "t" ANGLE OR (1) U CHANNEL x "t" TOP Of GRADE 3" x 3" POST SEE TABLE (1) HAT CHANNEL x "t. 3/8" x 3-1/2. BOLT "t" IS THICKNESS OF REQUIRED POST 80 LB. 2500 PSI CONCRETE PRE-MIX 3"x3" BASE , N "- I ,.., 1 16. 1 ALUMINUM CONVENTIONAL CONSTRUCTION PORCH POST CONNECTION POST IN CONCRETE w/ #4 ~ BAR 12" LONG 3" x 3" POST TURN SOL TED TO ANCHOR RISER n 2-3/4" x 2-3/4" x 2-1/2" LONG x 1/8" TUBING POURED CONCRETE REfER TO TABLE 5 +- WELDED CONNECTION '---' > ~ L- L -1~I/ 12" x 12. x 1/4" PLATE T 2'-0" MIN, BEFORE SLOPE f , ..,.....I-t--- 1,III''';!;''I''l:' fl.' "1"11""'.' ,_" 'I'.'. l:!:,;:";'t',, ,'I,:: 1,1;1", !,.", BASE ANCHOR CONNECTOR FOR POST TO SLAB CONNECTION NOTE: IF LOCAL BUILDING DEPARTMENT HAS A MINIMUM FOOTING SPECIFICA llON, THAT MINIMUM SHALL SUPERCEDE THESE PLANS, 3-1/2" CONC. SLAB 1~30LA TED FOOTING NOTE: fiBER MESH CONCRETE DOES NOT REQUIRE WIRE MESH (1) #4 BAR CONT. .,~. I. : I'LAT SLOPE / NO FOOTING MODERATE SLOPE FOOTING [) - 2"/12" 2"/12" _ 1'-10" .'iOTE: NO FOOTING EXCEPT WHEN ADDRESSING EROSION MIN. 2500 P.S.1. CONCRETE W/ 6 x 6 - 10 x 10 WELDED WIRE MESH OR FIBER MESH CONCRETE STEEP SLOPE FOOliNG ~ 1'-10" SLAB DETAILS ADDRESSING EROSION '- LAWRENCE E. DENNETT, P.E. CIVIL ENGINEER oft DEVELOPMENT CONSUU'ANT P. O. BOX 4368 SOUTH CM\YTONA, FL 32121 PHONE 1 (904) 767-4774 FAX /I 1 (904) 767.6556 C COPYRIGHT, 1996 NO r TO BE REPRODUCED IN WHOLE OR IN FJl>.RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E, BENNETT, P.E. " .J 43 ATTACHED ALUMINUM COVERS TABLE 4 continued 3"x 3")(0.040" ROLL FORM. 10'-0" 2,381 132 108 99 74 43 11'-8" 1 ,786 99 81 74 56 33 13'-4" 1,389 77 63 58 43 25 15'-0" 1,042 58 47 43 33 19 3"x 3"xO.060" ROLL FORM. 11'-0" 3,600 200 164 150 113 65 12'-10" 2,700 150 123 113 84 50 14'-8" 2,100 117 95 88 66 38 16'-6" 1,575 88 73 66 32 29 3")( 3"xO.060" SCALLOPED OR FLUTED EXTRUSION 6063 T-6 ALLOY 11 '-1 0" 3,408 189 155 142 107 62 13'"10" 2,556 142 116 107 80 46 15'-10" 1,988 106 87 80 62 35 17'-10" 1,491 83 68 62 47 27 3"x 3"x O.90"TUBE EXTRUSION 6063 T"6 ALLOY 11' -10" 5,184 288 236 216 162 94 13'-10" 3,888 216 177 162 122 71 15'-10" 3,024 168 137 126 95 55 17'"10" 2,268 126 103 95 71 41 3"x 3"x 0.125"TUBE EXTRUSION 6063 T-6 ALLOY 13'-9" 6,912 384 314 288 216 126 16'-1" 5,184 288 236 216 162 94 18'--4" 4,032 224 183 168 126 73 20'-7" 3,024 168 137 126 95 55 4"x 4"x 0.125"TUBE EXTRUSION 6063 T-6 ALLOY 15'-9" 9,312 517 423 388 291 169 18'-5" 6,984 388 317 291 218 127 21'-0" 5,432 302 247 226 170 99 23'-8" 4,074 226 185 170 127 74 . ALLO( 3105 H16 1. THE SMALLER ROOF AREA OF LIVE + DEAD LOAD AND WIND LOAD SHALL GOVERN. TABLE 5 ISOLATED FOOTINGS UPLIFT LOADS FOOTING TYPE & SIZE POURED CONCRETE l'-O"X 1 '"O"X 1 '-0" l'-4"X l'-4"X 1'"4" l' -6"X l' "6"X 2'-0" l' -8"X l' -8"X 2'-0" l' -8"X l' -8"X 2'"6" 2' -Q"X 2' "O"X 2'-0" 2' -6"X 2' -6"X 2'-6" MAXIMUM ROOF AREA IN SF FOR CARPORT POST WI ISOLATED FOOTING FOR BELOW LISTED WIND VELOCITY 100 MPH 110 MPH 120 MPH PRE-CAST SLAB WI 80# SACK-CRETE & BACKFILL OVER SLAB l' -4 "X l' -4"X 2'-4" 29 86 163 187 275 346 463 25 21 72 61 136 116 156 134 229 196 , 288 257 " 386 331 97 56 117 LAWRENCE E. BENNETT, P.E. CIVIL ENGINEER & DEVELOPMENT CONSUU'ANT P. O. BOX 4368 SOUTH DAYTONA. Fl 32121 PHONE 1 (904) 767-4774 FAX II 1 (904) 767-6556 C COPYRIGHT, 1996 NOT TO BE REPRODUCED IN WHOLE OR IN FJl>.RTWITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. P.E. 3 52 ATTACHED ALUMINUM COVERS ~: ------ SEALANT ~ 3" HEADER EXTRUSION ~ ~ #8 x 9/10' TEK SPACED AT ~ ________ 8" O.C. BOTH SIDES ____ SEALANT ' #10 x 1-1/2" S.M,S. OR WOOD WOOD SCREW (1) PER RAFTER OR TRUSS TNL EXISTING TRUSS OR RAFTER 1/10 X 3/'\!' S.M.S. OR WOOD SCREW SPACED AT 12" O.C. 3" ROOF PANEL EXISTING FASCIA SEALANT ~ 3" HEADER EXTRUSION ~ ~ #8 x 9/16" TEK SPACED AT ~ ________ 8" O.C, BOTH SIDES _. _ ___ SEALANT FOR MASONRY USE 1/4" x 1-1/4" TAPCON ANCHOR OR EQUAL SPACED AT 24" O_C, FOR WOOD USE 1/10 x 1-1/2" S_M,S, OR WOOD SCREWS AT 12" O,C. 3" ROOF PANEL EXISTING HOST STRUCTURE WOOD FRAME, MASONRY OR OTHER CONSTRUCTION ----"llIlU;. 1 ',.-/ ROOF PANEL TO FASCIA DETAIL ROOF PANEL TO WALL DETAIL NC rES: WOOD STRUCTURES SHOULD CDNNECT TO TRUSS Buns OR THE SUB-fASCIA FRAMING WHERE POSSIBLE ONLY 15% OF SCREWS CAN BE OUTSIDE THE TRUSS Buns / SUB-FASCIA 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 7!' HO~;T STRUCTURE OR FASCIA AND SUB-FASCIA CONNECllON REQUIREMENTS LOAD CONDITIONS GLASS ROOMS WIND VELOCITY LOADS DEAD + LIVE LOADS HOST STRUCTURE 102 MPH 110 MPH 120 MPH 22#/SF 32 #/SF 57#/SF 1. CONCRETE 1/4"x1-1/8" CONCRETE SCREWS @ 12" O.C.----->(2) @ l' O.C. 2. WOOD FRAME 1/4"x2" LAG SCREWS @ 6" O.C.------------->(2) @ 1" O.C. SCF:EEN, VINYL, AND CARPORTS HOST STRUCTURE 102 MPH 110 MPH 120 MPH 1. CONCRETE 1/4"x1-1/8" CONCRETE SCREWS 2. WOOD FRAME 1/4"x2" LAG SCREWS @ 12" SFUCE TO BE LOCATED 1/4 TO l/J BEAM SPAN AND S1 AGGERED EACH SIDE OF SELF MIl TING BEAM BllIM SPUCE SHALL BE MIN. Of d-.50" HEIGHT AND 2 (d-.50.) IN LENGTH MIIoI, SCREWS PER SPUCE TOTAL / SIDE OF SPLICE 2. x 4" 4/2 2. x 5" 4/2 2. x 6 4/2 2. x r 6/3 2' x 8" 8/4 2' x 9" 10/5 22#/SF 32 #/SF 57#/SF @ 12" O.C.----->2 @ l' O.C. O.C.--------->2 @ l' a.c. '--../ r d-.50" -r- d-.50" -of + + + + + + + + 1" MAX. -f :u j DENOTES SC EW PATTERN NOT NUMBER OF SCREWS d = HEIGHT OF BEAM + + + + + + + + PLA TE TO BE SAME WALL THICKNESS AS BEAM PLA TE CAN BE INSIDE OR OU fSlDE BEAM OR LAP CUT 1" MAX. TYPICAL BEAM SPLICE DETAIL LAWRENCE E. DENNE1T, P.E. ClVR. ~OlNfiER oft DEVELOPMENT CONSUlTANT P. O. BOx 4368 SOUTH IJ.6.YTONA, FL 32121 PHONE 1 (904) 767-4n4 FAX' 1 (904) 767-6556 / '--" C COPYRI3HT, 1996 NOT TO BE REPRODUCED IN WHOLE OR IN ~RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. P.E. TABLE 1 ATTACHED ALUMINUM COVERS '-- 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'-1,0" 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" 120 MPH W. L. 15'-4" 15'-6" 15'-11" 16'-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 #lISF L. L. 18'-4" 18'-5" 18'-9" 19'-3" 30 #lISF 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. ' , " LAWRENCE E. DENNE'IT, P.E. CIVIL fiNOlNSER oft DEVELOPMENT CONSl1LJ~T P. O. BOX ..368 SOUTH D.t.YTONA, FL 32121 PHONE 1 (904) 767.4174 FAX , 1 (904) 767.6556 o COPYRIGHT. 1996 NOT TO BE REPRODUCED IN WHOLE OR IN FJl>.RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P.E. 3 47