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Home My WebLink About98-7978 BUILDING PE,RMIT797813 Permit ELECTRICAL CITY OF ZEPHYRHILLS (813) 788-6611 AFTER HOURS PHONE NUMBER (813) 788-5262 PLUMBING ~tJJ- trD G:~ Property Owner: Av:ff :il on ~ L t;;;;, Job Address: h J- CJ J \. ~ ~".:A~ Parcell.D. # cJ -:l-h - :J-I_ (J 0 ;Lo-(:Jt;J...j' D d - 001 D . Zoning: Energy Code; Radon Gas; /I. ~ DescriotionofWork ~ ~.JA~ ~ .A~..,/, Date 9- 01-;--9?' MECHANICAL Sewer Conn Water Conn: Water Meter; T.I.F.'s: NO OCCUPANCY BEFORE C.O. FINAL C.O. DATE Complete Plans. Specifications and Fee Must Accompany Application, All work shall be performed in accordance with City Codes and Ordinances. DATE Inspector :~;~~::,:e ':~. ~ Company ~ Address Telephone# Valuation or Contract Price p~.~.trb , City License Registration # 2.3 Y State Certified License# , )(~.~ 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 (H !'-OO1 shall be made for each trip for each trade: .;1..5-;(/1) a, Wrong Address b. Condemned work resulting from faulty construction. c. Repairs or corrections not made when inspection called. d. Work not ready for inspection when called. e. Permit not posted on job site. f. Plans not at job site. g. Work not accessible. The payment of inspection fees shall be made before any further permits will be issued to the person owning same. ,~ .j. 11- Lv t;u-fI\l \J h. &;2..0 \ UN N l:i- T iJllu0. f7--00. ,~~ I · t /500 X X Lj-go . F-t: -...'S9 . "- 5q~ _F4-. H_ BLDG-, Coo, c. c ,PLuw1E,. / ',:1V\ fLL4. (\J IJ ;,€.LfC. rJ/A ~--..,...,.....-.-....----.__,__ ,. r.. C[t~ct~ $12:fIh ~j I UI~()\T 1" . N/Ir 6t2-f"6 (L t =2- . :?f2v2tt-\iAf fT7i/\l I . ... _ . . __.. ._. Co 1\3(\1 rz:.. C:'ll D N F tS E.. ~ _.-- .. i RA (bt'J G-A S 4:. '~6 lfiI.J ~1. F--C :,i ~r1N~POr2-1A'-(ON ItNtpACI F&::J2.S j tJ //'1 :'1 , i i : /,/r,~ /l-fl~;,! 1;; Jt f.oLf, jG CITY OF ZEPHYIDIILLS BUILDING DEPARTMENT OWNER j3 ~ ~ ~/ JOB LOCATION r;?() I Le ~fIfL~ PARCEL 1.0."" U? ..... i ..., I .. / - ,1_ - -!~7 ". '- - \,./ '-- Li,_ < I) ~ () C J 0 () -- 06() i 0 SOON ALL EXISTING & PROPOSED STRDCTUR~~IVING DIHBNSIONS & SETBACKS. K... lX., --- ~.DI ( 0 i J-.- 'f tf't 5/~b siC( be)lf. II fk ((/ 10\ #i Ex 00 ~t~ 10 ~v t 2.. )( , ~ 1~ R~~ 8 I' 'l,J.-. 0 I}X;lo , . ~ /(J '( l>~ " fbxv i$-'><lf' (/,-{u I ~\ t:f-(l-.J UTILITY BUILDINGS /1 MUST SHOW SIZE & FOUNDATION INFOR- MATION. (NOTE EXAMPLES 1 & 2) STREE'f ~J ~ ;;L,.~.QZ ~ 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' PROPOSED 20'SGL FAM 30'DUPLEX 1 0' FRONT PROPERTY LINE FRONT PROPERTY LINE -2o/cF 'RJis ALU~NUM MASONRY CONTRACTOR PROPOSAL SUBMITTED TO: NAME: 379127thAvenue Zephyrhills, Fla. 33541 Phone: (813) 788-3741 .w~ STREET6 2. 0 J CIZ:~ ',4 r ..4if A zA ,~ STATE: / ./ We hereby submit specifications and estimates for: ~ / I Xc2- 0 ~ 3~ OcJ-y/~ ]~ ~~'1- ~)I;/~ 2-X} ?~~~ /3X;2 ()~~ ~ r~~~~r~ We hereby propose to fumlshlabor and matenals - complete In accordance WIth the above speCifications, for the sum of; dollars ($,1 ~ () (), 6 I) with payment to be ..,.. .. feflews: Aumom"_", /(,), ( )~ ACCEPTANCE OF' PROPOSAL The above prices, speclficetlons end condition. _......, ~I ~I ,. You _.m-ized to do the work as specified. Payment w. be l11Me as outlned .bove. ACCEPTED: .......x 8 ~~ ~ ~ tgrdA~-A-/ Da",,9 - r2-1- /;7 r ....... ~ ~ ~ " ., ,~ ~ ail> ...... - --- .... ..... '- \) ~ .... ...... ::r- C39 1.. . c:;:- ........ ~ - '" ~ \...J ~ "'(') ~ A TT ACHED & FREEST ANDING COVERS AND UTLITY SHEDS SECTION 2 , ~ DO NOT BLOC< FA: EXIT WIllOW ~rv ~ f/) l- f/) ~ i '---- W VAlES ~ ~ LIII J ~ ~ OVERHANG VARES 2" x _ FRONT WALL BEAM SELECT 1..' FROM TABLE 2 . 1 . 1 AN>/OR TABLE 2 . 1 . 2 USE 1.' . W 12 + O.H. 2" x 3" WN.N SEE TABLE 2 . 2 . 1 AN>/OR TABLE 2 . 2 . 2 "-- SINGLE CARPORT '- Lawrence E. Bemett, P.E. ava. ENf3INEER - DlEYELOA.ENT OONt!JU..TANT P.O. BOX 4388, SOUTH DAYTONA, R. 32121 TB..EPHOtE (1104) 7ft1-4T74 FAX (1104) 787-Cl5I58 SEAL @ COPYRIGHT 1998 NOT TO BE REPRODUCED fool WHOLE OR fool PART W1THOUT ~ WRITTEN PERMSSlON OF LAWRENCE E. BENETT, P.E. PAGE 49 SECTION 2 A TT ACHED & FREEST ANDING COVERS AND UTILITY SHEDS ",-,,/ INTERNAL OR EXTERNAL RECEIVING CHANNEL t Z' x Z' x 0.063. ANGLES INTERNAL OR EXTERNAL ANGLE CLIPS ALlNNH TUBE COI..l.MI/ ~ EXTRUDED ALUMN.N BASE OR BREAK FORMED U-Q.P CORROSION RESISTIVE STEa ~U BOLT PER sa-EDlLE CONCRETE ANCHORS PER 8a-EDU.E CONCRETE SlAB OR FOODlG TUBE COLUMN BASE set1EMA TIC INTIiRNAL BASE NOTE: ATTACHMENT DETALS SHOWN REQURE DIAGONAL BRAcr.lG FOR FREE-STANlt4G COVERS Lawrence E. Bennett, P.E. QVI. ENtJH:ER - OE\'El.QCINHT COHSU. TANr P.o. BOX 4388, BOUTH DAYTONA, FL 32121 TB.EPHClNE (804) 7ff1-4774 FAX (1104) 787-_ SEAL PAGE 54 @ COPYRIGHT 1898 NOT TO BE REPRODUCED ~ WHOlE OR ~ PART WTllfOUT TtE WRrTTEN PERMSSION OF LAWRENCE E. BEtH:TT, P.E. SECTION 2 A TT ACHED & FREEST ANDING COVERS AND UTILITY SHEDS i ROOF PNoEL SEE SECTION 7 > ANaiOR PER DETAL FOR PAN OR COt.POSITE PNoEL SEE TABLE 2 . 3 FOR NJMBER OF BOlTS AND SIZE OF POST BEAM AND POST SIZES SEE TABLE 2 . 1 . 1, TABLE 2 . 1 . 2 AND/OR TABLE 2 . 2 . 1, TABLE 2 . 2 . 2 COI..lM\I NOTQED TO SlIT SIDE NOTCH POST TO BEAM CONNECTION i > ROOF PAN3.. SEE SECTION 7 ANaiOR PER DETAL FOR PAN OR eot.t:'OSITE PAN3.. SEE TABLE 2 . 3 FOR NJMBER OF BOlTS AND SIZE OF POST BEAM AND POST SIZES SEE TABLE 2 . 1 . 1, TABLE 2 . 1 . 2 AND/OR TABLE 2 . 2 . 1, TABLE 2 . 2 . 2 COlUMN NOTQED TO SlIT CENTER NOTCH POST TO BEAM CONNECTION , Lawrence E. Bennett, P.E. ava. E1oKJN:ER - DE\lB.OPIENT CONtJU.TANf' p.o. BOX 43ll8, 80UTH DAYTONA, R. 32121 1B.S"HOtE (1104) 7ff1-4774 FAX (1104) 7ff1-85l5e SEAL PAGE 56 @ COPYRIGHT 1898 NOT TO BE REPRalUC8) .. WHOLE OR .. PART wmIOUT nE WRTTEN PlHIS8ION OF LAWFB<<:E E. IIEHETT, P.E. A TT ACHED & FREEST ANDING COVERS AND UTILITY SHEDS SECTION 2 Table 2.1.1: Allowable Roof Beam Spans for Carports, Patio Covers, Screen Rooms, and other Open Buildings with Solid Roofs Aluminum Alloy 6063 T-6 '-- ',,-- Wind Zone = 102 MPH I 110 MPH I 120 MPH I 125 MPH I 140 MPH Applied Load = 17# / Sq. Ft I 20# / Sq. Ft I 23# / Sq. Ft I 26# I Sq. Ft I 32# / Sq. Ft Load Width . 2" x 3" x 0.050" Hollow Tilt 5' 9'-9" '9'-0" 8'-5" 7'-11 " 7'-1 " 6' 8'-11" 8'-3" 7'-a" 7'-2" 6'-6" 7' 8'-3" 7'-7" 7'_1" 6'-a" 6'-0" 8' 7'-9" 7'-1 " 6'-a" 6'.3" 5'-a" 9' 7'-3" 6'-a" 6'-3" 5'-11 " 5'-4" 10' 6'-11" 6'-4" 5'-11 " 5'.7" 5'-0" 11' 6'-7" 6'-1" 5'-a" 5'-4" 4'-10" 12' 6'-4" 5'.10" 5'-5" , 5'-1" 4'-7" Load Width 2" x 3" x 0.050 Hollow 5' 11 '-1" 10'-3" 9'-7" 8'-11 " 8'.1" 6' 10'-2" 9'-4" 8'.9" 8'-2" 7'-5" 7' 9'-5" 8'-a" 8'.1" 71.7" 6'-10" 8' 8'-9" 8'-1" 7'-7" 7'.1" 6'-5" 9' 8'-3" 7'-a" 7'-1 " 6'-a" 6'-0" 10' 7'.10" 7'-3" 6'-9" 6'-4" 5'-9" 11' 7'-6" 6'-11" 6'-5" 6'-1" 5'-6" 12' 7'-2" 6'.7" 6'-2" 5'-10" 5'-3" Load Width 2" x 4" x 0.050 Hollow Tilt 5' 12'-3" 11 '-3" 10'-6" 9'-11 " 8'-11 " 6' 11 '.2" 10'-4" 9'-7" 9'-0" 8'-2" 7' 10'-4" 9'.7" 8'.11" 8'-4" 7'-7" 8' 9'-a" 8'-11" 8'-4" 7'-10" 7'.1" 9' 9'-2" 8'-5" 7'-10" 7'.5" 6'-a" 10' 8'-a" 7'-11 " 7'-5" 7'..0" 6'-4" 11' 8'-3" 7'-7" 7'-1 " 6'-a" 6'-0" 12' 7'-11" 71-3'1 6'-10" 6'-5" 5'-9" Load Width 2" x 4" x 0,050" Hollow S' 13'.9" 12'-a" 11'-10" 11 '.1" 10'-0" 6' 12'-7" 11 '.7" 10'-9" 10'-2" 9'-2" 7' 11'.7" 10'-a" 9'-11 " 9'-5" 8'-6" 8' 10'-10" 10'-0" 9'-4" 8'-9" 7'-11 " 9' 10'-3" 9'.5" 8'-10" 8'-3" 7'-6" 10' 9'-9" 8'-11 " 8'-4" 7'-10" 7'-1 " 11' 9'.3" 8'-6" 7'-11 " 7'-6" 6'-9" 12' 8'-10" 8'.2" 7'-a" 7'.2" 6'-6" Load Width 2" x 4" x 0.038" x 0,100" Self Mating Beam 5' 14'-6" 13'-4" 12'-6" 11 '-9" 10'-7" 6' 13'-3" 12'.2" 11 '-4" 10'-a" 9'-a" 7' 12'.3" 11 '-3" 10'.Q" 9'-11" 8'-11" 8' 11'-5' 10'-7" 9'-10" 9'-3" 8'-4" 9' 10'.10 9'-11" 9'-3" 8'-9" 7'-10" 10' 10'-3" 9'-5" 8'-10" 8'-3" 7'.Q" 11' 9'-9" 9'-0" 8'-5" 7'-11" 7'.1 " 12' 9'-4" 8'-7" 8'-1" 7'-7" 6'-10" Example; For 2" x 4" x 0038" x 0,100" Self-Mating Beam; Beam span between uprights use load width to enter table. For 12' Roof Panel + 2' Overhang; Load \llJidth = LW = 12' 12 + 2' O.H. = 8' ; Enter table on left at 8' read allowable span under required load; Thus for 100 M.P.H. wind loadllive load or 17 #/Sq Ft. and Load \llJidth = 8'-0" Maximum Beam Span for 2" x 4" x 0,038" x 0.100" = ~ 11 '-5" ~ Spans do not include length of knee brace Add hOrizontalleng Of knee brace 0 above spans fortotal beam spans ,-,- Lawrence E. Bennett, P.E. aw. ENGIEER - DEVaCRENT cc:wsu. TANr P.O. BOX <4388, 80UTlf DAYTONA, Fl 32121 TB..EPHotoE (904) 787-4n4 FAX (904) 787-8558 @ COPYRIGHT 1998 NOT TO BE REPRODUceo IN WHOlE OR IN PART WITHouT TtE WRrrTEN PEJNSsION OF LAWRENCE E IIEN'ETT, P.E. SEAL PAGE 59 SEAL PAGE SECTION 2 A TT ACHED & FREEST ANDING COVERS AND UTILITY SHEDS Table 2.2.1: Allowable Attributable Roof Area per Post for Carports, Patio Covers, and other Open Buildings. ALUMINUM POSTS I Aluminum Post ~_~~___~~'!d_L()act= u102-'1J1f11-1~_110 MPH! _1~~_MP_H -I 125 MPH ! 140 MPH -. __~.PIi.e..~. . Load = 17..#/8.. q. ~ Ft J 20 #/Sq.. '. Ft. ~. I... 23.. .#.'8g. Ft. .: 26 #/Sq. Ft. . 32 #/8q. Ft. . Maximum Allowabl~ Roof Area in Square Feet for Various Loads on Post -. Height - .. Load in Lbs 2" x 2" x 0.044" Hollow Extrusion or 7'-4" 2,064 121 103 90 79 65 8'-7" 1,548 91 77 67 60 48 9'-10" 1,204 71 60 52 46 38 11'-1" 903 53 45 39 35 28 ,--.- HEligh.t Load in Lbs 2" x 3" x 0.050" Hollow Extrusion or '8'-2" 2,736 161 137 119 105 86 9'-6" 2,502 147 125 109 96 78 10'-11" 1,596 94 80 69 61 50 ; 12'-3" 1,197 70 60 52 46 37 1- --Hei9.~L. . I.h<>.~~Jn_L~ J. 3" x 2" x 0.070" Hollow Extrusion - Aluminum Alloy 6063 T-6 r----=- 8'-2" ; 3,408 I 200 170 148 131 107 ['';l~''j~~li+- -W~ t~~~i- ~~.!~. ~~ ~_~~~~t --.1~~1~+~'i:~J( 0.040" R~~~Fonni" ''':&tnUj AIIO~;'05 H~. 14 74 r- 11'-8" 1,786 I 105 89 78' 69 . 56 C-1i..~_-~~ I -i~389~-.r --82- 69, ; 60 ; 53 ' 43 r- 15'-0" i1 1,042 i 61 52 I 45 i 40 33 ~- ~i!~t : LO;~~U>S i 3" ~ f? 0.060" ~o~~ Form:", .. ~1~7'num AllOr 3~' 05 H.14 113 I 12'-10" 2,700' 159 135! 117 '104 84 14'-8" 2,100 124 105 91 81 66 16'-6" 1,575 93 79 68 61 49 Hei{lht Load in Lbs 3" x 3" x 0.060" Fluted Hollow Extrusion - Aluminum 6063 T-6 11'-10" 3,408 200 170 148- 131 107 ,13'-10" 2,556 150 128 111 98 80 ,- 15'-10" 1,988 117 99 86 76 62 t_~_~J7'-10" 1 ,491 88 75 65 57 47 Example: Find Roof Area Needed; Area = 'A'; Post Spacing ='S'; Structure Projection = 'W': A = S x CNI2 + O.H,); If'S' = 7', W = 12', and O.H, = 2' then: 'Area' = 56 Sq. Ft. For a 10'-11" post and 120 m,p.h. wind load or 23 # I Sq, Ft. post choices are: 1) 2" x 3" x 0,044" Hollow Extrusion 2) All post sizes listed below the 2" x ~" x 0.044" Hollow Section Note: Where job conditions dictate a post height of 10' in a 120 MPH wind zone, a 3" x 3" Roll Formed COULD NOT BE used because when it is more than 10' tall it can only support 39 SF of roof. On the other hand, a 3" x 3" Fluted Post with a post height of 10'- 7" can support an area of 128 square feet of area. Thus, design must satisfy both height and area requirements. Lawrence E. Bennett, P.E. aw. 8GII\EI!Jt - OE\/B.GRBIT CONl!IlL TNIT' P.O. BOX 4388, 80UTH DA VTONA, FL 32121 TE1..EPttON: (1104) 787-4'774 FAX (1104) 787-8558 62 @ COPYRIGHT 1898 NOT TO BE FlEPRalUCED III WHOLE OR III PART WITHOUT ~ WRITTEN PEJUSSlON OF LAWRENCE E. BENETT, P.E. SECTION 2 ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS Table 2.3: Schedule of Post to Beam Size and Number of Thru-Bolts Required Aluminum Alloy 6063 T-6 Beam Minimum # Thru-Bolts ail L=D+%" Size Post Size 1/4" " 3/8" " 2" x 3" x 0.050" Hollow Tilt 3"x 3"x 0.060" Scallooed 2 - 2" x 4" x 0.050" Hollow 3"x 3"x 0.060" Scalloped 2 - 2" x 4" x 0.038" x 0.100" Self Matina Beam 3"x 3"x 0.060" ScalloDed 2 - 2" x 6" x 0.050" x 0.120" Self Mating Beam 3"x 3"x 0.060" Scalloped 2 - 2" x 7" x 0.055" x 0.120" Self Mating Beam 3" x 3" x 0.093" 3 2 2" x 8" x 0.072" x 0.224" Self Mating Beam 3" x 3" x 0.093" 3 2 2" x 9" x 0.072" x 0.224" Self Matina Beam 3" x 3" x 0.125" 4 3 2" x 9" x 0.082" x 0.306" Self Matina Beam 3" x3" x 0.125" 4 3 Table 2.4: Footings - Maximum Roof Area for Carport Posts Wind Zone = 102 MPH 110 MPH 120 MPH 125 MPH 140 MPH Aoolied Load = 17 #/So. R. 20 #/So. R. 23 #/So. R. 26 #/So. R. 32 #/So. R. I Existing Slab on Grade with unknown 20 17 15 13 10 reinforcement Isolated Footing Dimensions.. Maximum Attributable Roof Area in Souare Feet 1'-0" x 1'-0" x 1'-0" 30 26 22 20 16 1'-4" x 1'-4" x 1'-4" 59 50 43 38 31 1'-6" x 1'-6" x 1'-6" 77 66 57 51 41 1'-8" x 1'-8" x 2'.0" 120 102 89 78 64 1'-8" x 1'.8" x 2'-6" 150 127 111 98 80 2'-0" x 2'-0" x 2'-0" 155 132 115 102 83 2'-0" x 2'-0" x 2'.6" 194 165 143 127 103 2'-6" x 2'-6" x 2'-6" 270 230 200 177 144 2'-6" x 2'-6" x 3'.0" 324 276 240 212 172 UNotes: Isolated Footing is a poured concrete rectangular solid (Length x VVidth x Depth). Slab on grade must be new or in good condition. Pre-Cast Block Footing. Pre-cast footing block ( 16" x 16" x 4" ) at 24" below grade with 80 # bag pre-mix concrete and backfilled to arade. Dimensions Maximum Attributable Roof Area in Square Feet 1'-4" x 1'-4" x 2'-4" 102 87 76 67 54 I Lawrence E. Bennett, P.E. CIVI. ENOIIEER - aEVELC1I'IoENT CONStLrANr P.O. BOX 4388, SOU11i DA YTClNA, FL 32121 lB.EPHClI\E (904) 7117-4n4 FAX (904) 7117-8558 SEAL PAGE @ COPYRIGHT 1998 64 NOT TO BE REPRODUCED N WHOLE OR N PART WrTHOl1T TlE WRITTEN PERMSSION OF LAWRENCE E. ea.tETT, P.E. SECTION 7 SOLID ROOF PANEL PRODUCTS IT J 12" f 1 12- WIDE x VARIOUS HEIGHT RISER [INDUSTRY STANDARD] ROOF PANEL IT J 12" f 1 12- WIDE x 3- RISER INTERLOCKING [INDUSTRY STANDARD] ROOF PANEL SEE N>IVDUAl PANEL SPECIFICATION (IN TABLES) FOR AllOY AN) THICKNESS I 1 12.00" l 1 INDUSTRY STANDARD CLEATED ROOF PANEL SB.ECT PAtE.. DEPlli FROM TABLES ~[F I Q. i5 .. ..... . I 1 /:: AUMU4_ 'EP.S.CORE.. . ........ ...,'-- ~=~ L 48" ..~ COMPOSITE ROOF PANEL [INDUSTRY STANDARD] Lawrence E. Bennett, P.E. ava. ENGIt/EER - DEVELOPMENT COHSIL TANT P.o. BOX 4388. SOUTH DAYTONA, A. 32121 TB..EPHOIE (904) 787-4n4 FAX (904) 787-8558 SEAL PAGE 112 @ COPYRIGHT 1998 NOT TO BE REPRODUCED .. WHOlE OR .. PART WITliOUT ~ WRITTEN PERMSSION OF LAWRENCE E. Bf.NETT, P.E. SOLID ROOF PANEL PRODUCTS SECTION 7 PAN ROOF ANCHORING DETAILS EXlSTHG muss OR RAFTER SEALANT HEADER (SEE NOTE BELOW) #8 x 9/16" SMS. (3) PER PAN AN> (1) AT RISER #10 x 1-V2" SMS, (1) PER RAFTER OR muss TAL ROOF PANEL #10 x 3/4" SMS. AT 12" ON CENTER #8 x 9/16. SMS, (3) PER PAN AN> (1) AT RISER AL TERNA TE COfIN:CTION: #8 x 1-1/4" SCREWS (3) PER PAN MO FASCIA THROUGH PAN BOXED EN> EXlSTNG FASCIA ROOF PANEL TO FASCIA DETAIL '~ )r- HEADER (SEE NOTE BELOW) #8 x 9/16. SMS, (3) PER PAN AN> (1) PER RISER FOR MASONRY USE 114" x 1-114" TAP-CON ANCHOR OR EQUAL AT 24" ON CENTER FOR WOOD USE #10 x 1-112" SMS, OR WOOD SCREWS AT 12" ON CENTER ROOF PANEL #8 x 9/18. SM8. (3) PER PAN AN> (1) PER RISER EXISTr-lG HOST STRUC'TlR:: WOOD FRAME, MASONlY OR OnER CONSTRUCTION ROOF PANEL TO WALL DETAIL NOTES: ROOF PANELS SHALL BE ATTACtED TO THE HEADER WITH (3) EAOi .8 x V2" LONG CORROSION RESIST ANT StET METAL SCREWS WITH V2" WAStERS. ALL saI:W tEADS SHAU. BE CAl1..KED OR SHALL HAVE NEOPRENE GASKET BETWEEN TIE WAStER AN) TIE PAN. PAN RBS SHALL RECEIVE (1) EAOi #8 x 1/2" SCREW EACtl TtE PANS MAY BE ANCHORED nR)UGH BOXED PAN WITH (3) EACH #8 x l' OF TIE ABOVE SCREW TYPES AN) TIE ABOVE SPECFED RIB SCREW. Lawrence E. Bennett, P.E. ava. ENGrEER - DEVaCRoENT CCNSU..TANr P.O. BOX 438B, SOUTH DAYTONA, Fl 32121 TEl..EPHON: (1104) 7Q-4n4 ~ ~~~~ SEAL @ COPYRIGHT 1988 NOT TO BE REPRalUCED .. WHOlE OR .. PART WITHOUT TIE WRITTEN PERMSSlON OF LAWRENCE E. BENETT, P.E. PAGE 113 SOLID ROOF PANEL PRODUCTS SECTION 7 '-.-- PAN ROOF ANCHORING DETAILS RDGE CAP tEADERS AKJ PMQS ON BOTH SIlES OF BEAM FOR GABlED APPL.ICA TION \ - :::=-~ ----- g SEALANT PAN tEADER (BREAK-FORM3) OR EX1lU>ED) #8 x 9/16" 8.M.S. (3) PER PAN AKJ (1) AT PAN RISER #8 x 9/18" 8.M.s. (3) PER PAN AKJ (1) AT PAN RISER #8 x 9/18" 8.M.S. (3) PER PAN ALONG PAN BOTTOM PAN OR COY'OSITE ROOF PMQ AL TERNA TE CONECTION: #8 x 1-V4" sca;ws (3) PER PAN INTO BEAM Tl-AOUGi BOXED EN) OF PAN AND I-EADER ROOF PANEL TO BEAM DETAIL '---- FOR COt.f2OSITE ROa=S: #10 x (t + V2") 8.M.8. WITH 1-V4" \ DW.ETER FENlER WAStERS @ 12" O.C. (LENGTH · PMQ TttCI<N:SS + 1") AT . ROOF BEARNG EL.Et.t:NT (SHOWN) AKJ 24. O.C. AT NON-8EARt4G EL.Et.t:NT (SI)E WALLS) FOR PAN ROOFS: (3) EACH #8 x V2" LONG SMS. PER 12" PAN:L NOTE: WtEN FASTENN3 PMQS OR PANS TO WOOD PLATES SCREWS SHAll HAVE A MN.U.1 ~ OF l' ROOF PAN:L (DESIGN PER TABLES) SECTION 7 SlPPORTN3 BEAM (PER TABLES) ROOF PANEl TO BEAM FASTENING DETAIL '-- Lawrence E. Bennett, P.E. ava. ENt3IEER - DeVEl.0flIEM' cxwsu. TANT' P.O. BOX 04388, SOUTH DAYTONA, R. 32121 TEl.EPHOfE (804) 787-4n4 FAX (804) 787-85158 SEAL @ COPYRIGHT 1088 NOT TO BE REPRalUCED N WHOlE OR N PART WITHOUT THE ~ PERMS8ION OF LAWRENCE E. 1JENoETT. P.E. PAGE 117 SECTION 7 SOLID ROOF PANEL PRODUCTS Table 7.1.2: Allowable Spans for Industry Standard Riser Panels for Various Loads Aluminum Alloy 3105 H-14 or H-25 3" x 12" x 0.019" RIser Penels Open Buildings Enclosed Buildings Wind Applied Overhang Condition Wind Applied Overhang Condition Region Load NONE 1'-0" 2'-0" 3'-0" .-0" Region Load NONE 1'-0" 2'-0" 3'-0" 4'-0" 102 M.P.H, 17 11'.11. 12'-1. 12'.7" 13'.4. 14'... 102 M.P.H. 29 9'.1. 9'-4" 9'.11" 10'.11" 12'.2" 110 M.P,H. 20 10'.11. 11'.2. 11'-8. 12'-6" 13'.7. 110 M.P.H. 35 8'-4. 8'.6. 9'-3. 10'.3. 11'-6" 120 M.P.H. 23 10'-3" 10'-S" 10'-11. 11'-10" 12'-11" 120 M,P.H. 41 7'.8" 7'.11. 8'-8" g'-g" 11'.1" 125 M,P.H, 26 g'-7" 9'.10" 10'-S. 11'... 12'.6. 125 M.P.H. 45 7'.4" 7'.7" 8'-4. 9'-6" 10'.10" 1.0 M.P,H. 32 8'.8. 8'.11. g'-7" 10'-7" 11'.10. 1.0 M,P,H. 56 6'.7" 6'.10" 7'.8. 8'.11" 10'.4" 3" x 12" x 0,026" RIser Panels Open Buildings Enclosad Buildings Wind Applied Overhang Condition Wind Applied Overhang Condition Region Load NONE 1'-0" 2'-0" 3'-0" 4'.0" Region Load NONE 1'.0" 2'-0" 3'.0" .'.0" 102 M.P,H. 17 13'.11" 14'-1. 14'.6" IS'.2" 16'.0" 102 M,P.H. 29 10'.8" 10'.10" 11'.4" 12'.3" 13'.4" 110 M.P.H. 20 12'-10. 12'.11. 13'.S" 1.'.2" lS'.1" 110 M.P.H. 35 9'.8" 9'.11. 10'.6" 11'.S" 12'-7" 120 M.P.H. 23 11'.11. 12'.1" 12'-7" 13'.4" 14'-S" 120 M.P.H. 41 8'.11" 9'-2" 9'-10" 10'-9" 12'-0" 125 M.P.H, 28 11'.3" 11'.S" 11'-11" 12'.9" 13'.10. 12S M.P.H. 45 8'.7" 8'-9. g'-S" 10'-S" 11'-8" 140 M.P.H. 32 10'.2. 10'.4" 10'.11" 11'-9" 12'.11" 140 M.P.H, 56 7'.8" 7'-11" 8'-8" g'-g" 11'-1" 3" x 12" x 0.032" RIser Panel. --- Open Buildings Enc Iosed Buildings Wind Applied Overhang Condition Wind Applied Overhang Condition Region Load NONE 1'-0" 2'-0" 3'-0" 4'-0" Region Load NONE 1'-0" 2'-0" 3'-0" '.'-0" 102 M.P,H. 17 IS'-S. lS'-6. 15'-11" 16'.6. 17'.4" 102 M.P.H. 29 11'.9" 11'.11" 12'-S" 13'-3" 14'.3" 110 M.P.H. 20 14'.2. 1.'.." 14'.9" IS'-S. 16'-3" 110M.P,H. 35 10'.9" 10'.11" 11'.S" 12'.3" 13'-S" 120 M.P.H. 23 13'.3" 13'.S" 13'.10. 14'-6" 1S'-6" 120 M.P.H. 41 9'.11" 10'.1. 10'.8" 11'-7" 12'-9" 125 M.P.H, 28 12'-S" 12'.7. 13'.1. 13'.10" 14'.10. 125 M.P.H. 45 g'.S" 9'.8" 10'-3" 11'.2" 12'.S" 140 M.P,H. 32 11'.3. 11'.S" 11'-11" 12'-9. 13'.9. 140 M.P.H. 56 8'-6. 8'-9" 9'-4. 10'-S" 11'.8" Note: Total roolpanel width = room width plus wall width plus olo<lrhanQ. Table 7.1.3: Allowable Spans for Industry Standard Riser Panels for Various Loads Aluninum Alloy 3105 H-28 Enclosed Buildl Wind Applied Wind Applied Overhan Condition Re Ion Load 3'-0" 4-0" Re Ion Load NONE 1'.0" 2'.0" 3'.0" .'-0" 102 M.P.H. 17 IS'-I" IS'.11. 102 M.P,H. 29 10'-7" 10'.9" 11'-4" 12'-2" 13'-3" 110 M.P.H. 20 1.'.1" 15'.1" 110 M.P.H. 35 9'.8. 9'-10. 10'.5" 11'.4. 12'-6" 120 M.P,H. 23 13'-4" 14'... 120 M.P.H. 41 8'-11" 9'.1" g'.g" 10'.9" 11'.11" 125 M.P.H. 28 12'-8" 13'-9" 12S M,P.H. .S 8'-6" 8'.9" g'.S" 10'.S" 11'-8" 1.0 M,P.H. 32 11'-9" 12'.10" 1.0 M.P.H. 56 7'.7" 7'-10" 8'.7" 9'.8" 11'.,,, Enc losed Bulldln . Wind Applied Wind Applied Overha Condition Re Ion Load 3'-0" 4'-0" Re Ion Load NONE 1'-0" 2'-0" 3'-0" .'-0" 102 M.P,H. 17 17'.3. 18'.0. 102 M.P,H. 29 12'-4. 12'.6. 12'.11" 13'-g" 14'.9" 110 M.P.H. 20 16'.1. 18'.11. 110 M.P.H. 3S 11'-3" 11'.S" 11'.11. 12'.9" 13'.10. 120 M.P,H. 23 IS'.1" 18'.0" 120 M.P.H. .1 10'.S" 10'-7" 11'.2. 12'.0" 13'.1" 128 M,P,H. 28 14'-4. IS'-4" 125 M.P.H. 45 9'.11" 10'.1. 10'.8. 11'-7" 12'.9" 140 M.P.H. 32 13'.3. 14'.3" 140 M.P.H. 56 8'-11" .9'.1. 9'.9" 10'.9" 11'-11" Enclosed Bulldln . Wind Applied Overhan Condition .'-0" Re Ion Load NONE 1'-0" 2'-0" 3'-0" .'-0" 19'.7. 102 M.P.H, 29 13'.8. 13'-10. 1.'-3. 1.'.11" lS'-10" 18'-4. 110 M,P.H. 35 12'-S. 12'-7" 13'.1. 13'-10. 14'.10" 17'-4" 120 M.P ,H. 41 11'-6. 11'.8. 12'.2" 12'-11" 14'.0" 16'-6" 125 M.P.H. .5 10'-11. 11'.2. 11'.8. 12'.6. 13'.7" lS'-3" 140 M.P,H. 66 9'.10" 10'-1. 10'.8. 11'.6. 12'-8" Nelle: Total roolpanal widlh = room width plus wall width plus Qlo<lrhang. SEAL Lawrence E. Bennett, P.E. ava. ENO#EER . DEVELOAIENr COHSU. TANT P.O. BOX 4388, 80UTH DAYTONA, Fl 32121 TEU:AiONE (804) 787-4n4 FAX (804) 787-8558 PAGE 120 @ COPYRIGHT 1998 NOT TO BE REPRaXJCED N WHOlE OR N PART WIT1iOUT TlE WRITTEN PERM8SION OF LAWRENCE E. BE1H:IT, P.E. SECTION 9 FASTENERS CONCRETE SCREW ANCHOR T - BOLT SPl(E EXPANSION BOLT DRIVE NAL CONCRETE AND MASONRY ANCHORS SI-EET J.t:TAL S~S tEX HEAD TEK SCREWS MACI*.E BOLT WI t-E0PReE WAStER METAL FASTENERS ALTERNATIVE FASTEN:RS MAY BE USED AS SHOWN N TIE DETALS ~ AN> MJST MSET OR EXCEED TIE SAFE WORKWG LOAD VALUES SPECFEO BY TIE MANlJ=ACTlRR, AN> SHALL BE APPROVED BY TI-E BUl.DING OFFICIAL SEAL Lawrence E. Bennett, P.E. alii. ENGI>EER - DEVaQPHM' CCW9U. TANT P.O. BOX 4388, 8OUl1i DAYTClNA, Fl 32121 1B..EPHONE C9(4) 787-4n4 FAX (804) 787-8558 PAGE 140 @ COPYRIGHT 1998 NOT TO BE REPRODUCED N WHOlE OR N PART WITHOUT TlE WRfTTEN PERMssION OF LAWRENCE E. BENETT, P.E. SECTION 8 ALUMINUM FRAMING COMPONENTS f2", A · 0.47 n. I r3", A · 0.84 n." WT . 0.54 p.Lf. WT . 0.73 p.Lf. OJ Ix . 0.55 In.' DJ Ix · 0.39 n.' Sx · 0.51 In. · Sx · 0.50 n. · BOB3 - T6 B083 - TB 3. x 2. x 0.050. PATIO SECTION 2. x 3. x 0.050. TIL T SECTION A · 0.71 In. · Dl WT . 0.82 p.Lf. A . 0.57 n. I r3", Ix · 0.48 n.' WT . 0.B5 p.Lf. DJ SX . 0.58 n.' :0- Ix · t14 In. · Iy · 0.92 n. · J Sx . '0.81 it · Sy . 0.81 n. · 8083 - TB 8OB3 - TB 3. x 2. x 0.070. PATIO SECTION 2. x 4. x 0.050. TIl. T SECTION Lawrence E. Bennett, P.E. ava. ENt1IEER - DEVaCJAENT COHSU. TANT p.o, BOX 4388, SOUTH DAYTONA. FL 32121 lES'HOtE (804) 787-4n4 FAX (1104) 787-85S8 SEAL PAGE @ COPYRIGHT 1988 136 NOT TO BE REPRODUCED .. WHOLE OR .. PAAT wmtOUf TI-E WRITTEN P8MSSION OF LAWRENCE E. BENETT, P.E. APPLICATION FOR PERKIT CITY OF ZEPHYRBILLS BUILDING DEPARTMENT 9r ~ · . ~r ) , L([ U ~ -9 Y 9-;;;~ OWNER'S NAKE 0i { ~ qJC 0 PHONE (l {;..~d -??1~ 5C( /XL i?y2.. - 201? OWNER'S ADDRESS JOB ADDRESS LEGAL DESCRIPTION: LOT(S) BLOGIL.-SDBDIVISION OQ Ie 5/04:.- PARCEL 1. D.' 0 2 ~ 2 r; -- 2 1- 00 2. 0 - (Jo 700",,/)001 () (OBTAIN FROM PROPERTY TAX NOTICE) WORK PROPOSED:_New Construction _Addition --..Alteration _Repair ~Install _Sign _Move _Deaolish PROPOSED USE: _Single Faaily _M/F _' of Units _M/H _~ercial _Indust. _Swia. Pool _Other _Restaurant & Health Depar~ent Approval DESCRIPTION OF WORK: ~ CA f ,f () r if 6) / / X dO" C;-) 3 1< .:2.0 I BUILDING SIZE: x Square Feet. Height f.rJ) E><1.5 (. ! ~).)fg:s 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 $ . a (t- PERMITS REOUESTED ! C:(JrfI', c':---~aluation of Total Construction / _ELEC'I'RICAL AMP Service Florida Power Corp. W.R.E.C. ---1IEGllANI.CAL $ " Valuation of Mechanical Installation _PLUMBING GAS ROOFING SPECIALTY TYPE OF CONSTRUCTION: _Block _Fraae _Steel Other FDUSBED FLOOR ELEVAnONS: FT. IS PROJECT IN FLOOD ZONE AREA? BIITT.DER ~ -X YES NO ( ..............................................................................*** A it L f...,.- Z ,.. ~ 11- . (:, :/9'1 WNTRAgoR ~::' H I .~ '1f. COMPANY ) > (j~,~1Jfrt 4- ~ State Cert. or Regist.' R XO'O JQ<''17 City License Registration" 31 r *..*.. *********..********..*..*****..****....*..*.. Signature RT.RGTRICIAR COMPANY State Cert. or Regist. . SianAture City License Registration . ****..************..***..*..**********....****** PLUHBER COMPANY State Cert. or Regist. . Signature City License Registration . ..*................*............*..................*....**..*..******.. KEGllAHICAL COMPANY State Cert. or Regist. f Signature City License Registration . ****************************************** OTRRR COMPANY State Cert. or Regist. f Signature City License Registration # ****************************************** APPLICATION APPROVED BY PERKIT OFFICER. CONDITIONS OF PERMIT AFFIDAVIT A. NOTICE OF DEED RESTRICTIONS The undersigned understands that this perlit lay be subject Lo "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 JaY be cited for a lisdeleanor violation under state law. If the owner or intended contractor are uncertain as to wbat licensing requirelents lay apply for the intended work, they are advised to contact the City of Zephyrhills Building DepartJent, (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 perlitting privileges in the City of Zephyrbills. C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES ...' , D. CONSTRUCTION LIEN L~W (ClmPTER 713, FLORIDA STATUTES~ AS AMENDED) I certify that I, the applicant, have been provided with a copy of "Florida's Construction Lien Law - HOIeOIDer's Protection Guide" prepared by the Florida Deparllent of Agriculture and ConsUler Affairs. If the applicant is sOleone 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 "owner" prior to co..ericelent. E. CONTRACTOR J S/OWNER' S AFFIDAVI'l' 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 developlent. I Application is hereby lade to obtain a perlit to do work and instailation as indicated. I certify that no worl or installation has COllenced prior to issuance of a perlit and that all work will be perfolled to leet standards of. all IllS regulating construction, City codes, loning regulations, and land developlent regulations in the jurisdiction. I also certify that I understand that the regulations of other govefnlental agencies JaY apply to the intended vorl, 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: * Departlent of EnviroDlental Regulation - Cypress BByheads, Wetland Areas and EnviroDlentally Sensitive Lands, . Water/Wastewater Treallent * Southwest Florida Water Hanagelent District - Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses * ArlY Corps of Engineers - Seawalls, Docks, Navigable Waterways * Deparllent of Health & Rehabilitative Services, EnviroDlental Health Unit - Wells, Wastewater Treatlent, Septic !anls * US EnviroDlental Protection Agency - Asbestos abatelent I also certify that, if fill laterial is to be used in Flood Zone "An or "A,etc.", it is understoodtbat a drainage plan addressing a "cOlpensating VOlUlen will be sublitted which is prepared by a professional engineer registered in the State of Florida prior to perlit. issuance. , . A perlit issued shall be construed to be a license to proceed with the work and not as authority to violate, caocel alter, or Bet aside any provisions of the technical codes, nor shall is~u~ce of a perlit prevent the Building Official IrOl thereafter requiring a correction of errors in plans, construction, or violations of any code. Ivery petlit issued ahall becOle invalid unless the work authorized by such perlit is cOllenced within sil IOnths of issuance, or if work authorized by the perlit is suspended or abandoned for a period of sil IOnths after the tile the worl is COlleDced. One 90 day eatension of tile, la, be allowed for the perlit with fee charge of $15.00. The 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. WARMING TO OWNER: YOUR 'FAILURE TO RECORD A NOTlCE OF COIlMENCEHRNT HAY RESULT IN YOUR PAYING flflCE FOR IHPROVEIIIIIS TO YOUR PROPERTY. IF YOU INTHND .ro OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN AnORJlEY BEFORB RECORDING YOUR HOTICE OF COHHENCRHENT. JOBS UNDER $2,500 IN VALUE DO NOT NEED TO RECORD AND POST A "NOTICE OF COHMBNCIHINI". s ~~~, ({j x: 17g1~~./l/ SIGNAl : OWNER AGENT ". 4-4J ~()~ ' SIGNATURE: CON1JIA OR . I STATE OF FLORIDA COUNTY OF The foregoing instrument before me this was acknowledged , 19_ by STATR OF FLORIDA COUNTY OF The foregoing instrument before me this was acknowledged , 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) (Signature) (Name Typed, Printed or Stamped) NOTARY PUBLIC (Name Typed, Printed or Stamped) NOTARY PUBLIC