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Home My WebLink About98-8033 BUILDING PE.RMIT CITY OF ZEPHYRHILLS (813) 788-6611 Permit 8033 (J Date 10 .... /.!>-- 9 ~ t.->~tnJ BUILDING ELECTRICAL PLUMBING MECHANICAL Sewer Conn Water Conn: P<aperty Owne' ~ ~ 2 l ~7~ Job Address: J _?.. /-11~----- Parcell.D. # 3-;u,.-~ -0130 - ()[)Ot!JO. O:J.'fV Zoning: . Energy Code: Radon Gas: ~ "i .. Description of Work (~4 + ~ Water Meter: T.I.F.'s: YO 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 00 City License Registration # State Certified License# ~ Permit Fee Signature Company Address Telephone# 2~~ Valuation or Contract Price 8-./tn;.cTD / (be BUILDING ELECTRICAL PLUMBING MECHANICAL /OP>/9K fo~ Ftr, Pre SLB Lintel FRM. Insul. CL WL Driveway IO/J'J/9i fk Tp, Servo Rough In Meter Can Const. Pole Pool Pre-Meter Final SLB Tub Set Water Sewer Final Breakers Ducts Insl. Compressor Final REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a charge of Fifteen and 00/100 Dollars ($ 25.00) 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. l' Ii '[ A-cG- AW'^"^' ,J.-V 37 1 I 3 ;J ;;-/,U(\ l-- V\ ~! ltC>, -0:::' X /5. C6 '" S-'-fu !BLDG-. 05.~~ ::Pwt1/1E,. :M~lf. /J In . . €-w..c. I,UZE,.p\T tJl;r ::. LoNNii:-C'TlDN F&E..~ NJtr \;; ; it RA D::>1\.i &A S 5. 4- 0 5Lf:u ~'i. F--r; ,f Ilfll\ls por2-I'AlloN liM PAC-I frz::& s 1 : 1': , i I ! i i i ! i I I . 1'( fU)IY ~~ ~ 70,,4-0 11! -' -~~"'""-':" '-11"~' _.'.,~..~. h~i"",r"I~' ~. F+_ _ ~ __""~ _~w F-l:- __ _ _5.~!. _.._.",-,-- SECTION 7 SOLID ROOF PANEL PRODUCTS [I 1 12" f t 12- WIDE x VARIOUS HEIGHT RISER [INDUSTRY STANDARD] ROOF PANEL [, J 12" f t 12- WIDE x 3- RISER INTERLOCKING [INDUSTRY STANDARD] ROOF PANEL SEE NDIVDUAL PANEL SPECIRCATION (N TABLES) FOR ALLOY AN) THCKNESS J 1 12.00. ] 1 INDUSTRY STANDARD CLEATED ROOF PANEL ~~- SB.ECT PMEL DEPTli FROM TABlES ~[I.... 1 ............ .... ....... . .....EP.S.CORE........... .. .<<<<<.1 ....... - SIlE PMEL CCNECTIONS ....... VARY (DO NOT AFFECT . . . . . . . . . . . PMEL SPAIIS) L ..... ............ .............. .... ..... .... ................. .............. ................ 48. COMPOSITE ROOF PANEL [INDUSTRY STANDARD] Lawrence E. Bennett, P.E. avI. ENGNEER - DEVS..OPMENT CONSU. TINT P.O, BOX 4388, SOUTH DAYTONA, Fl 32121 TB..EPHOtIE (904) 787-4n4 FAX (904) 787-8558 SEAL PAGE 112 @ COPYRIGHT 1998 NOT TO BE REPRODUCED N WHOLE OR N PART WITHOUT 1lE WRITTEN PERMSSION CF LAWFBa E. BENETT, P.E. SECTION 8 ALUMINUM FRAMING COMPONENTS f2.--r A · 0.47 In. · ,3., A . 0.84 In.. WT . 0.54 p.Lf. WT · 0.73 p.Lf. OJ Ix . 0.65 In.' DJ Ix · 0.39 In.' Sx · 0,51 In. · Sx . 0.50 In. · 8083 - T8 8083 - T8 3" x 2" x 0.050" PATIO SECTION 2" x 3" x 0.050" TL T SECTION A . 0.71 In · r2.--r WT . 0.82 p.Lf. ~l A · 0.57 In. · ,3", Ix · 0.48 In.' WT . 0.85 p.Lf. r Sx · 0.58 In. · ~ Ix · t14 In · ,.:> '" Iy · 0.92 In. · J Sx . '0.81 In. · l'I -1 Sy . 0.81 In. · 8083 - T8 8083 - T8 3" x 2" x 0.070" PATIO SECTION 2" x 4" x 0.050" TL T SECTION Lawrence E. Bennett, P.E. alii.. ENC>>EER - DEVELOAoEHT COMllL rANT P,O. BOX 04388, SOUTH DAYTONA, FL 32121 1B.EI'HOtE (904) 787-4n4 FAX (904) 787-8558 SEAL PAGE @ COPYRIGHT 1998 136 NOT TO BE REPRODUCED .. WHOlE OR .. PART WrTHOUT TlE WRITTEN PERMSSION OF LAWRENCE E. BEtN:TT. P.E. SOUD ROOF PANEL PRODUCTS SECTION 7 PAN ROOF ANCHORING DETAILS EXlSTHG TRUSS OR RAFTER SEALANT !-EADER (SEE NOTE BB.OW) #8 x 9/18. SM8. (3) PER PAN AN) (1) AT RISER #10 x 1- V2" S.M.S. (1) PER RAFTER OR TRUSS TAL ROOF PAtEL #10 x 3/4. SM8. AT 12" ON CENTER #8 x 9/18. SM8. (3) PER PAN AN) (1) AT RISER ALTERNATE COfH:CTION: #8 x 1-V4. SCREWS (3) PER PAN NTO FASCIA ~OUGH PAN BOXED EN> EXlSTHG FASCIA ROOF PANEL TO FASCIA DETAIL !-EADER (SEE NOTE BB.OW) #8 x 9/18" SM8. (3) PER PAN AN) (1) PER RISER FOR MASQN:1Y USE V4" x 1-V4" TAP-CON ANCHOR OR EQUAL AT 24" ON CENTER FOR WOOD USE #10 x 1-V2" 8.M8. OR WOOD SCREWS AT 12" ON CENTER ROOF PANEL #8 x 9/18. SM8. (3) PER PAN AN) (1) PER RISER EXISTHG HOST STRUCTlR:: WOOD FRAME, MA~Y OR OnER CONSTRUCTION ROOF PANEL TO WALL DETAIL NOTES: ROOF PAtELS SHALL BE ATTACtED TO TJ-E !-EADER WITH (3) EACH #8 x V2" LONG CORROSION RESISTANT stEET METAL SCREWS WITH V2" WAStER8. ALL SCFEW !-EAOS SHALL BE CAlLKED OR SHALL HAVE NEQPREtE GASKET BETWEEN TJ-E WAStER AN) TJ-E PAN. PAN RBS SHALL RECEIVE (1) EACH #8 x V2. SCREW EACH. TIE PANS MAY BE ANaiORED ~OUGH BOXED PAN WITH (3) EACH #8 x r OF 1lE ABOVE SCFEW TYPES AN> TIE ABOVE SPECFED RIB SCREW. Lawrence E. Bennett, P.E. CIVL ENG#EER - DEVELClflI&IT CCNBU.TANr P.O. BOX 4388, SOUTH DAYTONA, R. 32121 TEl.EPHClN: (804) 787-4774 FAX (804) 787-8&58 @ COPYRIGHT 1898 NOT TO BE REPRODUCED iii WHOLE OR iii PART wmtOUT TIE WRTTEN PERMSSION OF LAWRENCE E. IIENETT, P.E. SEAL PAGE 113 SECTION 9 FASTENERS CONCRETE SCREW ANCHOR T - BOLT SPI<E EXPANSION BOLT DRIVE NAL CONCRETE AND MASONRY ANCHORS SteT MITAL SCREWS tEX tEAD TEK SCREWS MACtN: BOLT WI tEOPREIE WASI-ER METAL FASTENERS ALTERNATIVE FASTENERS MAY BE USED AS SHOWN N nE DETALS fEREIol, AN) MUST MEET OR EXCEED nE SAFE WORKNG LOAD VALUES SPECFED BY nE MAN.FACTu:lER, AN) SHALL BE APPROVED BY nE BlaDING OFFICIAL Lawrence E. Bennett, P.E. aIIL _ - llEIIB.Of'IStT CONSU..TANr P.o. BOX 43lI8, lIOl1Tll DAYTONA, R. 32121 TB.EPHOIE (1104) 7tf7-4n4 FAX (1104) 7tf7-ll5Ii8 SEAL PAGE 140 @ COPYRIGHT 1888 NOT TO BE ~ 1/ WHOLE OR 1/ PART WITllOUT TIE WRITlEH ~ OF LAWRENCE E IIENETT, P.E FASTENERS SECTION 9 Table 9.1: FASTENERS FOR OPEN BUILDINGS I LOADS & AREAS Maximum Allowable - Load and Attributable Roof Area for 120 M PH Wind Zone (23 # I SF) (For Wind Regions other than 120 MPH, Use COn....rsion Table at Bottom of this page) CONNECTING TO: WOOD for OPEN Bulldln s Length of Number of Fasteners Embedment 2 CONNECTING: POSTS to BEAMS usln Fastene r Diameter 1/4"e 3/8". 1/2". BOLTS for OPEN Bulldln s Number of Fasteners 123 # - Sq. Ft. # " Sq. Ft. # - Sq. Ft. 1468 - 59 2936 - 117 4404 - 176 3710-148 7420-297 11130-445 6596 - 264 13192 - 528 19788 - 792 Length of Bolt to be Size of Post +)0\" (Typical) WIND LOAD CONVERSION TABLE. For IMnd ZoneslRegions other than 120 MPH (Tables ShaWl), multiply allowable loads and roof areas by the conversion factor. WIND REGION 102 110 120 140 160 CONVERSION FACTOR 1.35 1.15 1.00 0.88 0.72 Lawrence E. Bennett, P.E. alii. BIoIIJNBl " IlEVB.CREHT COMIlI. rANT p.o. BOX 43lIlI, lIOU'TH DAYTONA, Fl 32121 laEPHOII! lIlO4) 7ff1-4774 FAX (1104) 787-_ SEAl @ COPYRIGHT 11188 NOT TO BE REPROIlUCED N WHOLE OR N PART wmtOt1T THE WRT1Bl PEIMSSION OF LAWRENCE E. IIENETT, P.E. PAGE 141 FASTENERS SECTION 9 Table 9,3: Allowable Loads On Screws And Bolts (As Recommended By Manufacturers) Self-Tapping and Machine Screws Allowable Loads Tensile Strength 55,000 psi; Shear 24,000 psi Metal to Metal Screw Diameter Shear (Ibs.) Double Shear Pull Out 'lIbs.) IIbs.\ #8 334 668 167 #10 418 836 209 #12 576 1,152 288 #14 734 1 ,468 367 1/4" 761 1522 380 5/16" 1,253 2,506 626 3/8" 1,588 3,710 928 Metal to PlYwood 1/2" 4 ply 5/8" 4 ply 3/4" 4 ply Screw Diameter Shear (Ibs.) Pull Out Shear (Ibs.) Pull out Shear (Ibs,) Pull out IIbs.\ IIbs.1 IIbs.! #8 93 48 113 59 134 71 #10 100 55 120 69 141 78 #12 118 71 131 78 143 94 #14 132 70 145 88 157 105 Wood Lag Screw Loads Using Southern Pine S.G., 0,55 or Equivalent 1-1/2" Thickness Screw Diameter Shear (Ibs.) Double shear Withdrawal IIbs.1 (Ibs.\ 1/4" 170 235 396 5116" 210 355 624 3/8" 240 480 712 Concrete Screws And Bolts In Concrete, Brick or C,M,U. (Embedment Must Be a Minimum of 1-1/2" Thickness With 1-1/4" From Edge) 2,000# Concrete 3,000# Concrete Screw Diameter Tension Shear T~ts,I.~n Shear IIbs,l Ibs. 1/4" 757 319 825 352 5/16" 1,057 818 1,184 898 3/8" 1,443 1,443 1,776 1,503 Aluminum Rivets with Aluminum Mandrel- Screw Diameter Tension Shear IIbs.1 1/8" 129 176 5/32" 187 263 3/16" 262 375 Aluminum Rivets with Aluminum Mandrel Screw Diameter Tension Shear IIbs.1 1/8" 210 325 5/32" 340 490 3/16" 445 720 . Screw goes through tv.u sides of members. , .. All barrel lengths; Celus Industrial Quality. Use manufacturers grip range to match total wall thickness of connection. Use charI. l'o Select screw US. rivet substitution of anchor specifications in drawings. Lawrence E. Bennett, P.E. alii. ENOIEER - DE1IB.Of'IEHT CONSU.TANT P.o. BOX 43lI8, BOUTH DAYTONA, Fl 32121 1B.B'HOIE (11041 787-4n4 FAX (1104) 787-_ SEAL @ COPYRIGHT 1988 PAGE NOT TO IE REPRODUCED II WHOLE OR 1/ PART WITHOUT TIE WRTTEN PEIMlI8ION OF LAWRENCE E. IIENETT, P.E. 143 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 '---"--~-- -----._ _un, I Aluminum Post i Wind Load = 102 MPH 110 MPH I 120 MPH 140 MPH I A lied Load = 17 #IS . Ft. 20 #IS . Ft. 23 #IS . Ft. 26 #IS . Ft. I 32 #lSq. Ft.-l Maximum"" Allowable Roof Area in Square Feet for Various Loads on Post----r ~Height_+l-~acfinLbs -1-2" x 2" x 0.044" Hollow Extrusion or~-,__-~=-=--_~_=- - J ~__r4"__-L-- 2,064 +-- 121 I 103 +---~~--J __~ _. 65 ~---9~~~~~' - --~- +~~n___+__;~ -- ~~" ;--n~I- ~~ ~: f-----.--..--____._____,._ -.._-._- . ---------.---J...- ___.___._~_._..,_ ! 11'-1" . 903 53 45 39 35 28 I--------------_----t- --------------- '. _._~_ _______ _.._____0" _____ _ . . Height l:-oa~J!I_Lbs_~~"~~:-xj).()~f:)..H~IIo~ Extrlision or 8'.2" 2,736' 161 . 137 119 105 c- --9'~6"- "-2]02-i- --147-- -t----125-- --l--- 109 T 96 r- ---fOi~1fi. 1]00-----+---94- --r-ao-- -;----69 ----""--6T- --- - I ..0----_-- ----t-----_____._____.+--__~______~_--.__..____.__.~__ __..1-___. _____ 12'-3" . 1,197 I 70 . 60 . 52 . 46 37 ---..----.-.-------.L-____.___~_____ --..---_____ ____L.______..___..__ __~.---L _ _ _____ .L__ __ _ ..1.______ Hei ht . Load in Lbs 3" x 2" x 0.070" Hollow Extrusion - Aluminum AII~ 6063 T-6 8'-2" 3,408 -200----1--- 170~~-1- -f4S----:----:r3fT 107 -',~1~: -UtE .~. -::J~ :-."~-~~~~+:~~~r:!~~t_;i_~ Hei ht Load in Lbs 3" x 3" x 0.040" Roll Formed - Aluminum Alloy 3105 H-14 --~------1 ~~:~~:: ~:;:~ ~6~ __ ~~~~O: =t ~~_ =+==-_~~_-~~~ 13'4" 1,389 82 69 _~_ I __ __~_ =r ~ 4~ 15'~_ _J,042_ _~__ _~ _~_ 4s____1__ _4Q J _ 33 Height Load in Lbs 3" x 3" x 0.060" Roll Formed - Aluminum AI~ 3105 H-14 ---1~r~~,;-u-~~~~~--- ----r~----~ ~- ~~~u=t=--}~i -----i--~~~----r-~ -~~3 ;--~J4i-8".~-r_-~-?~_1~6 - _- r ---1_24-~t -----195---~ 91 . 81 66 [16'-6" 1,575 93 79 68 61 49 l- _H~~! Loadi~ Lbs . 3" x 3" x 0.060" FILJted Hollow Extrusion _ Aluminum 6063 T-6 I _~1'-!0" _ 3,4Q~_ ,) 200 I _ 170 . 148 131 107 r --l~:lg~ ~l :-HH~ __ Ej~_ J .~i ~_L ~~: J--!i-l n!~ .--: Example: Find Roof Area Needed; Area = 'A'; Post Spacing ='8'; Structure Projection = 'W': A = S x (W/2 + 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 3" 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. 86 78 -------t--- ~--__.__._-----.j l__ _~Q_ . SEAL Lawrence E. Bennett, P.E. alii. .EMiNDf - DElI'B.OPI.BIT CONSU..TANr P,O. BOX 4388, 80Uni DAYTONA, Fl 32121 lB..EPHOfE (804) 787-4n4 FAX (804) 787-8558 PAGE 62 @ COPYRIGHT 1998 NOT TO BE REPRalUCED ~ WHOlE OR ~ PART WITHOUT TlE WRTTEN PERMS8ION OF LAWRENCE E. BENETT, P.E. SECTION 2 ATTACHED & FREEST ANDING COVERS AND UTILITY SHEDS i ROOF PAftEl.. SEE SECTION 7 ANaiOR PER DETAL FOR PAN OR COMPOSITE PAtEL SEE TABLE 2 . 3 FOR t<U.1BER OF BOLTS AN> SIZE OF POST BEAM AN> POST SIZES SEE TABLE 2 . 1 . 1, TABlE 2 . 1 . 2 AN>/OR TABLE 2 . 2 . 1, TABLE 2 . 2 . 2 COLl.tAN NOTOED TO BUT SIDE NOTCH POST TO BEAM CONNECTION I ROOF PAtEL SEE SECTION 7 ANCHOR PER DETAL FOR PAN OR COMPOSITE PAtEL SEE TABLE 2 . 3 FOR tueER OF BOLTS AN> SIZE OF POST BEAM AN> POST SIZES SEE TABLE 2 . 1 . 1, TABlE 2 . 1 . 2 AN>IOR TABLE 2 . 2 . 1, TABLE 2 . 2 . 2 COLl.tAN NOTOED TO BUT CENTER NOTCH POST TO BEAM CONNECTION Lawrence E. Bennett, P.E. ava. ENtJMEER - DE1IEl.OPIoENT COHl!lLl. TANT P.o. BOX 4388, SOUTH DAYTONA, R. 32121 TB.EPHONE (804) 7'"-4714 FAX (804) 787-_ SEAL PACE 56 @ COPYRIGHT 1898 NOT TO BE IE'RaXJCB) 1\1 WHOLE OR 1\1 PART wnHOUT TlE WRTn:N PEH19810N OF LAWfENCE E IENETT, P.E. SECTION 2 A TT ACHED & FREEST ANDING COVERS AND UTILITY SHEDS INTERNAL OR EXTERNAL RECEIVING CHANNEL 2" x 2" x 0.083. ANGLES INTERNAL OR EXTERNAL ANGLE CLIPS is EXTRUlED ALUMN.tJI BASE OR BREAK FORMED lJ-Q.P CORROSION RESISTIVE STEEL TIftJ BOl. T PER 8OEDU..E CCJN<a:lE ANCHORS PER sa-EDlI.E ~ ALUMN.tJI 1UJE COLlMII .. . CONCRETE SlAB OR FOOTN3 TUBE COLUMN BASE SCHEMA TIC INTERNAL BASE NOTE: ATTACHMENT DETALS SHOWN RE~ DIAGONAL BRACHG FOR FREE-STANlN3 COVERS Lawrence E. Bennett, P.E. a\II. ENfJN!iER - OEVELOPM:HT CONSU.TANr p,o. BOX 4388, 80UTH DAYTONA, Fl. 32121 TB.EPHONE (004) 7ff1-4774 FAX (004) 7117-8558 SEAL PAGE 54 @ COPYRIGHT 1898 NOT TO BE REPRCXlUCED N WHOlE ~ N PART wmtOUT TIE WRTTEN PERtISSION OF LAWRENCE E. BENETr, P.E. SECTION 2 ATTACHED & FREEST ANDING 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 @ L=D+ 'I,,' Size Post Size 1/4" IIJ 3/a"lIJ 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 0.03a" x 0.100" Self Matina Beam 3"x 3"x 0.060" Scallooed 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 a" 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.Oa2" x 0.306" Self Matina Beam 3" x 3" 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 AoDlied Load = 17 #/Sa. R. 20 #/Sa. R. 23 #/Sq. R. 26 #/Sa. R. 32 #/Sa. R. I Existing Slab on Grade with unknown 20 17 15 13 10 reinforcement Isolated Footing Dimensions** Maximum Attributable Roof Area in Sauare 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 **Notes: 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" x4") at 24" below grade with 80 # bag pre-m ix concrete and backfilled to grade, Dimensions Maximum Attributable Roof Area in Square Feet 1'-4" x 1'-4" x 2'-4" 102 87 76 67 54 Lawrence E. Bennett, P.E. ava. ENt>>EER - DEVB..0AENr CONSU..TANr P,O. BOX 4388, SOUTH DAYTONA, FL 32121 TB..EPHOItE (804) 7ff1-4T74 FAX (804) 7ff1-ll558 SEAL PAGE @ COPYRIGHT 1998 64 NOT TO BE REPRalUCED N WHOU: OR N PART WITHOUT 1lI: WRITTBI PBlIISSIOH OF LAWRENCE E. BENNETT, PE 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. Fl I 20# / Sq. Fl I 23# / Sq. Fl I 26# / Sq. Fl I 32# / Sq, Fl Load Width . 2" x 3" x 0.050" Hollow lllt 5' 9'-9" . g'.{)" 8'-5" 7'-11" 7'_1" 6' 8'-11" 8'-3" 7'-8" 7'-2" 6'-6" 7' 8'-3" 7'-7" 7'_1" 6'-8" 6'.{)" 8' 7'-9" 7'-1" 6'-8" 6'-3" 5'-8" 9' 7'-3" 6'-8" 6'-3" 5'-11" 5'--4" 10' 6'-11" 6'4" 5'-11" 5'-7" 5'..()" 11' 6'-7" 6'-1" 5'-8" 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'-8" 8'-1" 7'-7" 6'-10" 8' 8'-9" 8'-1" 7'-7" 7'-1" 6'-5" 9' 8'-3" 7'-8" 7'-1" 6'-8" 6'.{)" 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 lllt 5' 12'-3" 11 '-3" 10'-6" 9'-11" 8'-11" 6' 11 '-2" 10'4" 9'-7" g'.{)" 8'-2" 7' 10'4" 9'-7" 8'-11" 8'4" 7'-7" 8' g'-8" 8'-11" 8'4" 7'-10" 7'-1" 9' 9'-2" 8'-5" 7'-10" 7'-5" 6'-8" 10' 8'-8" 7'-11" 7'-5" 7' .{)" 6'4" 11' 8'-3" 7'-7" 7'-1" 6'-8" 6'.{)" 12' 7'-11" 7'_3" 6'-10" 6'-5" 5'-9" Load Width 2" x 4" x 0,050" Hollow 5' 13'-9" 12'-8" 11'-10" 11'-1" 1 O'.{)" . 6' 12'-7" 11 '-7" 10'-9" 1 0'-2" 9'-2" 7' 11'-7" 10'-8" 9'-11" 9'-5" 8'-6" 8' 10'-10" 1 O'.{)" 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'-111 11 ' 9'-3" 8'-6" 7'-11" 7'-6" 6'-9" 12' 8'-10" 8'-2" 7'-8" 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'-8" g'-8" 7' 12'-3" 11'-3" 10'-8" 9'-11" 8'-11" 8' "'-5' 10'-7" 9'-10" 9'-3" 8'4" 9' , U'-' U" 9'-11" 9'-3" 8'-9" 7'-10" 10' 10'-3" 9'-5" 8'-10" 8'-3" 7'-6" 11' 9'-9" 9'-011 8'-5" 7'-11 " 7'...1" 12' 9'4" 8'-7" 81-1" 7'_7" 6'-10" Example: For 2" x 4" x 0.038" x 0.100" Self-Mating Beam: Beam span between uprights use load width to enter table. For 12' Roof Panel + 2' Overhang; Load Width = LW = 12' /2 + 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 Width = 8'.{)" Maximum Beam Span for 2" x 4" x 0.038" x 0.100" = ~ 11'-5" ~ Spansdo not include length of knee brace. Add horizontalleng Of lQ1ee brace to above spans for total beam spans. Lawrence E. Bennett, P.E. CNI. ENt16EER - DeVB.ClIPMEHT OONSI.LTANT P,O, BOX 4388, 80UTH DAYTONA, FL 32121 lB..B'HOfE (804) 787-4714 FAX (804) 787-8558 SEAL @ COPYRIGHT 1998 NOT TO BE REPRODUCED .. WHOlE OR .. PART Wl1liOUT TIE WRTTEN PERlISBION OF LAWRENCE E BENETT, P.E. PAGE 59 ., , : I; !g~. : I , \_'''r. ' C\ I. ~ ~ CXI 'R. 7<. ~ ~f\ ? I... -"J\ ~ " C) .~ ,-~)~, -;:::1 L ., ..., ." 1/__- - 'l'.'.-Ji l' "-.} \'lw c- " l-, ~~ L "\ t, (': L ~. c. '\)Q \ ' \ W \.) W 'X)(, -. W~ ~ :4 ~: -- ,f:;J ;}J . Q I." 3:. lj {., --or f:\ ' -:, -T t;Q -? \I .. I · (J~-:?k:<3_ .1 ~-~ -~ IT : .~ I c l.i -1 ..;J:> / n...._ ,....--.-....>'- -Lh ~ ~ ~ (\} . --l o (I~ ""-- IoJIoJIoJ IoJIoJIoJ , , , ;;; ~I-.l- 1oJ- OOCll 000 CIlCllCll :r:r:r mmm mmm ~~v: o I'^"CFI. I.IJ, -.3 !;I\; s nR 1'loAU . (ILP~WP.HT1AL usa oru,y ~ d){ - 'HII' ;:LI lUlU ?,.5' 'I / cru . JJ~Q _ rvJb;~r. ~v5 "110"EIl!'), IJII.I\SIJllmtWT l: lit Ii I LU I' ()UIII~1t S .,-~-_....,. ~._"'--- \ rr'o T f- .~g &-- t-f~ IIf~t~. r-n--s ~.'U~f UL' oS_~.(J_ 1/'1' ~, .D (, . 1^.,ll,..-- V'-"I"f! \ / _._---_.~.~,._~-~_...._-~--~-----~----- IJt~1 IttAJ O/JcJ sUiiiJ I ~' - J I 17--ft(~ I (i ~R p.\/ir- I - \- ~ ~ l' 3' ~ /2--1- ~ {L\ uC I I ~. uuJuU "LOCK U^TE ~ Ol,y(J l.or ?/~9/7~ , :> /d ' (- SOLD TO ADDRESS SHIP TO DATE PHONE ACE ALUMINUM & CONCRETE, INC. f!t~1 9-d.'1~ 9'r 38525 2nd Ave, Zephyrhills. Fl33540 Job No. Phone: (813) 782-2616 ?e-))//r'/2 k7 V6-L-- /~ y ~S /1 L t,r ff7 ~'/J-/1.q/A r I). X. $I' ..s" /o/7~rCre- ,3-L fr g PERMIT ?RICE TAX The undersigned agrees to pay TOTAL PRICE ,-:/c/qf dD INSTALLERS IN FULL ON COMPLETION DEPOSIT ~r 4~4:~~4'L ;/ JJ~I _ BALANCE C.O.D. OIIIlEJI'S llAlU\ ,{/ ~j? . oWlfEtt'8 AOOUSS 3~/c;? Job AtJDttMS ;:J 7 '?/-2 AttI'LU::A'tlUN "Oft I'ItRHlT , -( ~ CITY tJ~ !8ft"YlUftLLS' 'P. tl.. lIutl.bIN~.:b,~All11t~ttt ~ ~ ~ ~D 9-J-'f-?1? '1'!;2;:; cf' / t: . I ~. ~ ..s:/. {~'(A/J;- /ll~ /bW' PJlONE LEGAL DESCRIPTIONt LOt(S) BLOCK SUBDIVISION ZLI'/'l'1t - e f), 0 PARCEt. 1.b.' 0 j :-;Jc{.;) / 0/.]0 --C/cJouu -02--yd (oBtAIN FROK PROPERTY TAX NOTICE) ~/ woRk PROl'OS8Dt____NeV tondttuctlob ----AddItion ----Alteration ~epalr ____Install _Sip --1tove --Pe.o1i9h . PROPOSEb USE! _Silille r...Uy -1:I/r _' of Uults -1:1/11 _t~erc"l _lndust. _Swill. 1'001 _Olher -..ReataUl"ant & JlealLh Depal"L.ent Approval DESCRIPtION OP WOUI Ct:11? ;;;/<.312- T .,j- al~{,/r2(.r BUILDING SIZ8t x ..s'l{) Square reet. $'1' Jleigltt RESIIJ~NT1ALi, AtrAoo (2) PUJT PLANS , (2) S8tS Of' BUIIJJING PLANS & (1) SET ENERGY FORMS. cotlMtmtttAt I" AtrAtIIU) 'SBTSb' JutlJJINC l't.ANS , (1) S8T ENDGY FORMS. ,J.Ulttut1't sua,u .UQutltllJ t:'oA'.AtL NI" OONSTRUCTtON. . \ j. '"!',.. . '1' _",',' .. ,. , \ rERH1TS.~U&SI8Q " .. I ,$ .~Y9~/~-- -, Valuation at Total Construction J I . j V;UILDING ------Hl.ECTRlCAL ---"ECUAJelCAl. ----'LtMblMd 1 H AIIP Service ;l' .. (florida Power Col"p. W.R.E.C. ,$ valuatlolt of HecbAuical tnstallation GAs . RUOF1NG SPECIALTY TYPE OP CONStRUCTION' \ --...Block _Frue _Steel Other FIfUSIIKD ttooR BLBVAtl0NS:,..,. .n., IS "RtJJE~'1' IN FLOOD ZONE ARXA 7 , .,:; " ... YES NO .,.........."".,......."....,.......... r -I ~ ~ I '. ! ", . . . , . .-':-. ..., CONTJIAcfol. SECTION //'<'p/ ~ ,) :,.~ '. ' ",. #~C5 ';;fZ<~, . BUILDER //, / . ./ .,~!<<*tfANt.... ", ~ i:'-O:/~ . . ":,/; . .. 'j .fAtae tert, ar Relllt, '-M Sigtu*tttre.F :;z.~-,-------- / CU, Lh:enae ltegl8tt"aHon . '/ ....*...........".".................~... ~e (!.; OJY t: ,If) ~ "-~ ~,.J EI.E(,....R1 tJ.An CoHPAMY state Cert. or RegiRt. J titr License Registration , .......................................... SiRf.l8ture CUIf.ltANY StAt@ Vert. or Reai8t. , City License Registration . .................,........................ PLutlBER Signature CUtIPANY StAte Cert. or Relist. , . oity License Regidtration , ...................".,................... . HE('11AH1CAL Signa ttUe COtlt'ANY state cert. or Reglst. , tity License Registration" :.......................................... O'lIlRR SigtlatUr:e ArrnC^TION APPROVED BY PERMIT OFFICr-;R. CONblf1tON8'~:()t.l/PI.ler"AFFIDA VIT 1\. NOTiCE OF DJW) R8"l~~"tlll\~''lit..i1:;'~i' "n thl! tmderl...... "rlt.. taat\tfI "pt, .Jl!lllIt _tlt~>.lo)~.,:r..t.rlc:Uon.. whicb.af be lOre restrictive than city regulaUOIltl. ne ...1.... ................Utrltr _11." tellJa any.IpltHcable deed restrictions. -.. I -c\: ;" ~ ;~: B. UNLICENSE1J ,corrtRACTO AND CON'tltACTOR RESPONSIBILITIES If the owner hit. It t ...... tortr tGtltrldort to undet Ittot t u..t .., lit reqdlred to be licensed In accordance with Btite ana loeal t.t.H_~ If. till tCllttlcbtr 18.t Hewed." l'tcJUlrec1 by lal, bolb the OlDer ,and contractor laY be cited tor It .1tc1....r..ol.Uon UIlC1tt .l.~.ld~' 11 the.., bf Iltl@ltct~c:ontrador afe uncl!rtain liS to wbat licensing tegulreltntl lit .ppl, rat ~ lnt......ttot.t the, Itt a4vltedlOebntacl the City of Zeph1rbl11s BuIldIng Deparllent, (813) 188-6611. . . ..' . . rurtheriot~t It the OID@r ha. hlrea . contractor or conlract~r', he Is ;ld,lsed to bay. the contractor(s) sign portions of the 'conhllC:tor BeeU,,' of W. '1PPIltiU..a for ttilleh ther ,HI bt telpol1s1ble. If you, a8 the owner sign a8 the contractor, you ar@ tddlcttlng that fbUt tether ~ the eontraclor, are filPoft*lble tor the MOrl. If the contractor wishes you to sign 811 c:onUatlor that II' lit III lnalcaUCIIl tMt be JI not propfrl, Utenlet1 and 11 nol enUtled to per.itting privileges in the City of leph,rhIIJs. c. TRANSPORTA'tl0N iMPACT FEES AND UT1LITY CONNECTION FEES D. ~ONSTRUCTI0N LIEN oLAW \ (CUAPTI!;It 113 t FLORIDA S'1'ATUTES, AS AMENDED) 1 certify that It the applicant, bI,. been prOiJdea _Ith a copr uf 'Plorld.'s Construction Lien Law - HOIeownerta Protection Guida- prepared b, tht rlbtlda Deplt_bof Agriculture anc1 c~r AUalrt. If the applIcant is 801eon. other than the 'owner', 1 cl!rUffltiat 1 'lie,. obtalnet1 . top, of the abovI delc:rlbet1 c1oc:uaent aoo protise In good faith to deliver it to the "owner' prior to toIItnc:t!lenl. I." ... "I ,';' E. CONTJtACTont~/oWNER'S AFFIDAVIT I cprtffl that all thl lnfortltlon In lhl. application II accurate and that all work viii be done in cOlpliance with all applicable 18.. tegulatlng tonItrlttlGd. lonlng" ana ladd.....loptent. IIppllcatlon II herebf.... .1d........ t........ ...penl. ...,.l~.. t.a. '..dotlOd..: .ancJ..ll11.. ti.'uauon IS. 1. nc1. lc.at.ed... I. c. e.rtUY. .that no. work. or !nlltallaUon hltt t......ftlbrto'.......ot~. pldlt.:" .UIat,.'ll'ltOrl tdll.beptrforaec1to l8et ItandardaoCilll laws regulating conthlJcUon; . Clt,,_,~''''i!,.pl.tl.rllll1. JIi4' ~1Clf11Rt,r.~.UODl'~n;th8jur1.dlcUOll. 'I also terUf,lhat t ttndtdllllC1lh3l tIII.t.I.U_br;6lhtr9ott.~.r._ll"'",:,ppl(lolh.~lntendedlOd;, andlbat it is :' =r~~l::.=:=;.-n~o=l='~~u.::' ":-='=IJJ:~l:'~:.:"La:::, U.lle4 to: . , ..... \"tIr/1ftlt...lttlttlU8nt . Southwest Flodda ..tu t JJIttrlct ';'IIItIt./.~n*M. r.,taeac1it Wetland Area., Altering Watercourses : : .r:at :f I "i-;,*fi~rs:tit.~;t:aur Health Unit - 1Ie118, lIallewater Treatlent, Septic Tanks . US IDtlrootelll ,. .. f . ll~' ... .tOl" t..t.. .' ' I aho C!rtlfr t ,llItlil' .l:"I. tok ult!d:l..",laocl Idnl' 'A' or 'A,@tC.', It II understood that a drainage plan addressing.. 'coIpt!DIIlUl9tOl.l,ttlU bII lablltttc1lhlch,l. prepared by a proCessional engineer registered in the State of Flodda prior to perllt. IdttMtt. . A perlltl88ued Ih.ll be tontttMea'to be . llclna. to pr~ ttIth the work and not as authorIty to ,Iolate, cancel alter, or 8et asldl! anr protll'.' .ftMi,.., ,. ..1. ,.Iis ....~...',..' .'.'\.~. '..; .,.... ",I.;:btU.' ....ce of a per.1t preventth.. e Bulldlng Off~clal frOl t. bereafter r@guldng . tot~tI..a 0' trtOhl. ,~"~.tMtllitli;Y1ul.Uon. of 11I1 eoc1e.lvery Ilftllt"111UI!4+8haU"beCOlllntalld unless thA Iforl luthctrb.. br,._.....t..:~,;jf'.r~.IWa.ll..t.hI ofluuance, or,if IOrk autlJodled by the petlit is IIUBpemlet1 or IIbllnl1on!4 fot . petllJC1.bfll.lII,lt...nti.lheUIt\'th. worl!1I tI*Incet1. Ono 90 day eltenBlon oC ti.e, laY be allowed for tht fetllt tllUa'.....l1I or ...1..'_.. .~'........"'........!1cJ..,... ...~.1..11 ~ reque8ted In Irltln.9 to tho Building Official. An lIppro,ed Inipedlbd lUll'" lagglK1 M1ft9"tIIJ' .. ~~~fllh' project 1111 be conBiaered abamloned. ""RlnIlG 10 OlIIIIa! root rau..1tti~A"1Of: "IIAY IIIButt III YOUR '.'IIIGTIIICE FOR'IRPROVIHKIITS to YOUR PROI'IRtf. IF dt . . . . " ... . ... 01 All . INGtOUR lIOT1CK OF mill 'fOIl ICE F ~///' CONtRACtOR . . ..:. . STftTK OF r~_ __ . . .. MAtI 0' ~DA ~ 1\ /'~ count OF ~C' n coom OF ~ L ~ The toregoi~ in8"I'UII8D~a8 ~o"ledg8~ '~':'1'hlt foregoin inst ent Mas a~ledged before lie thin C\ \ ;:::; n ~ 1~ by lie ' 19~ by .. \ t , . 3r~~\:~"bo bai,:,....~D eraD al~Y knowp_~~e r who baa produce ---------- __ ~ _ ~toduced dB IdenHfica ion end tf 1 d }it)t .. I','... identification and wl1 d not . .. ,.." t . ta t 08.. ...... (8ignatul.e) r".c t.'" . .' (NBIIe Typed, pri\EE~R~ped) , . 'IIUTARY, PUB Notary publiC, State of Florida ., . ,., . .. ,iI\ My comm. E.XP' March 8, 2002 Comm. No CC 723061