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Home My WebLink About99-9003 BUILDING PERMIT J(,), ~ BUILDING 4(j,~ ELECTRICAL CITY OF ZEPHYRHILLS (813) 788-6611 "J >. ~ PLUMBING Permit 9003 Date J 1//6 rn ME~AL Sewer Conn Water Conn: Property Owner: Water Meter: LoJ I iJ T,I.F.'s: ro~ Radon Gas: 1\. ~ . ~ow 00,---/ , , Zoning: Description of Work Energy Code: 5',,~ I 11: J'\y I NO OCCUPANCY BEFORE C.O, FINAL C,O. / -- 5-00 DATE Complete Plans, Specifications and Fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. DATE Inspector p~'m;tFee~~ Signature Company ,... S- ;;l Address Telephone# Valuation or Contract Price City License Registration # ~ State Certified License# BUILDING lk1pl..: t'\ r~, ELECTRICAL /76 PLUMBING 'Ji12 MEC Tp. Servo ~ SLB //-/1- ~reakers Rough In Ie.. /1- c;:l fJ~ Tub Set I '"'L::.7.~ucts Ins!. _ p;;. Meter Can Water 'Compressor +- f!!!!! Const. Pole Sewer Final Pool Final Pre-Meter Final iSLA. \ \ A +D Z At~- Ftr. Pre SLB Lintel FRM. I 2-Y-Q'f) Insul. CL WL Driveway ~J/.-'2J.t -1J If 13', LL-. 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 I shall be made for each trip for each trade: a. b. C. d. e. f. g. Wrong Address Condemned work resulting from faulty construction. Repairs or corrections not made when inspection called. Work not ready for inspection when called. Permit not posted on job site. Plans not at job site. Work not accessible. \,Jv... <; ~ ?~: cA A ~, S) v~ eA- \ \ \ Ib\'1~ The payment of inspection fees shall be made before any further permits will be issued to the person owning same. J J ' ~~~ ~ ~ ......, I'll' "-.. . '. '.,'-\. ,-, I U l.__t _.....j-"^'.f\.~, 3--+5~:; L~,-,mL1.~ ~ tL. {4M1Ul..rLD l)c l ,..rT f\.- SQ. FEET PRICE MAIN OR LIVING AREA OTHER AREA UNDER ROOF OTHER BUILDING: /b5' {)o ELECTRICAL: !iDe C C PLUMBING: 3~ .J~ ";)( MECHANICAL: tJ/n tt~fo ~~.fj RADON: II. C;' CREDIT: SEWER: ~/Vr WATER: J TOT AL: l I T.I.F'sl {VIp I ik75LC,6 - FASTENERS SECTION 9 _F.1;,r:s:... FASTENERS FOR ENCLOSED BUILDINGS I LOADS I ROOF AREAS Maximum Allowable - Load and Attributable Roof Area 120 MPH Wind Zone (41#/Sq Ft.) (For Wind Regions other than 120 MPH. Use Conversion Table at Bottom of thiS page) CONNECTING TO: WOOD for ENCLOSED Buildings Fastener Length of Number of Fasteners Diameter Embedment 1 2 3 4 1/4"" 1" 264# - 6 SF 528# - 13 SF 792# - 19 SF 1056# - 26 SF 1/4"" 1,1/2" 396# - 10 SF 792# - 19 SF 1188# - 29 SF 1584#,39 SF 1/4"" 2-1/2" 660# - 16 SF 1320# - 32 SF 1980# - 48 SF 2640# - 64 SF 5/16"" 1" 312#-8SF 624# - 1 5 SF 936# - 23 SF 124at1 - 30 SF 5/16"" 1,1/2" 468# - 11 SF 936# - 23 SF 1404# - 34 SF 1872#,46 SF 5/16"" 2-1/2" 780# - 19 SF 1560# - 38 SF 2340# - 57 SF 3120# - 76 SF 3/8"" 1" 356# - 9 SF 712#-17 SF 1068# - 26 SF 1424# - 35 SF I 3/8"" 1-112" 534# - 13 SF 1068# - 26 SF 1602# - 39 SF 2136#,52 SF 318"" 2-1/2" 890# - 22 SF 1780# - 43 SF 2670# - 65 SF 3560# - 87 SF CONNECTING TO: CONCRETE [Min. 2,500 psi] for ENCLOSED Buildings Fastener Length of I Number of Fasteners Diameter Embedment 1 I 2 I 3 I 4 TYPE OF FASTENER = Concrete Screw (Raw I Tapper or Equivalent) 3/16"" I 1-1/4" 343# - 8 SF I 686# - 17 SF iC2911 ' 25 SF 1372# - 33 SF 1/4"" 1-114" 51211 - 12 SF I 102411- 25 SF 153611,37 S" I 2048# ' 50 SF TYPE OF FASTENER = 'Quick Set' Concrete Screw (Rawl Zamac Nililin or Equlval"nt) 1/4"" 1 ~~" 227#-tiSF I 454# - 11 SF l:ilJ111 - 17 SI 'JUlJlI 2:> S~ TYPE OF FASTENER = Expansion Bolts (Rawl-Bolt or Equivalent) 1/4"" 2" 568# - 14 SF 1136# - 28 SF 1704# - 42 SF 2272# - 55 SF 3/8"" 2-1/4" 1441# - 35 SF 2882# - 70 SF 4323# ' 105 SF 5764# - 141 SF 112"" 3" 1985# - 48 SF 3970# - 97 SF 5955#, 145 SF 7940# - 194 SF CONNECTING: POSTS to BEAMS using BOLTS for ENCLOSED Buildings Fastener Number of Fasteners Diameter 1 2 3 Ii - SF #. SF # - SF 1/4"" . 1468 - 36 2936 - 72 4404 - 107 3/8"" . 3710 - 90 7420-181 11130 - 271 1/2"" . 6596 - 161 13192-322 19780-483 , Length of Bolt to be Size of Post . ~~" \T YP,c;ll) WlliQ.LQAltlXlN.YERSION T 8eJ.E~ WIND CONVERSION For Wind ZoneslReglons other than 120 MPH (TableS Sr,o....n) REGION FACTOR multiply allowable loads and roof areas by the conyers,on factor 102 1.41 110 1 17 120 100 125 091 140 073 Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSUL T ANT P,O, BOX 4368. SOUTH DAYTONA. FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767-6556 SEAL PAGE @ COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT, P E 203 SECTION 3 SCREEN, VINYL & GLASS ROOMS .F.1;'1~IIi" Allowable Beam Spans. Hollow Extrusions for Screen and I or Vinyl [Open] Rooms with Solid Roofs Aluminum Alloy 6063 T-6 Wind Zone 102 MPH I 110 MPH I 120 MPH I 125 MPH I 140 MPH I I Applied Load I I 17 # I SQ. Ft. I 20 # I SQ. Ft. I 23 # I SQ. Ft. I 26 # I SQ. Ft. I 32 # I SQ, Ft. Load Width 3" x 2" x 0.050" 5' 9'-5" 8'-8" 8'-1" 1'-7" 6'-10" 6' 8'.7" 1'.11" 1'-4" 6'.11" 6'.3" 7' 1'.11 " 1'-4" 6'-10" 6'-5" 5'-9" 8' 1'.5 6'.10" 6.5" 6'.0" 5-5" 9' 7'.0" 6'.5" 6'.0' 5'.8" 5'.1" 10' 6'.8" 6'.1" 5'.9' 5'.4" 4'.10" 11' 6'.4' ~'.10" 5'.5" 5'.1" 4'7" 12' t.). ,. ~'./" ~'.3" 4'.11" 4',:; Load Width 3" x 2" x 0,070" 5' 10'-1" 9'-4" 8'.8" 8'-2" 1'.4" 6' 9'-3" 8'.6" 1'.11 " 1'-6" 6'.9' 7' 8'-7" 1'-11" 1'-4" 6'-11" 6'.3" S' 1'.11" 1'.4" 6'-11" 6'.6" 5'.10" 9' 1'-6" 6'-11" 6'-6" 6'.1" 5'.6" 10' 1'-2" 6'-7" 6'.2" 5'.9" 5'.3" 11' 6'.10" 6'-3" 5'-10" 5'.6" 4'.11" 12' 6'-6" 6'-0" 5'-7" 5'.3" 4'.9" Load Width 2" x 3" x 0.050" 5' 11'.1" 10'-3" 9'.7" 8'.11" 8'.1" 6' 10'.2" 9'.4" 8'.9" 8'.2" 1'.5" 7' 9'.5" 8'.8" 8'.' 7'.7" 6'.10" 8' 6'.9' C .1" " -" ,".1" 6'.5" 9' 8' " - .8' 7'. , 0.8" 6'.0" .~ 10' -' -,"" : .3" O'.S 6.4" 5'.9' , 11' 7'.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" 5' 13'-9" 12'-8" 11'-10" 11'-1" 10'-0" 6' 12'-7" 11'-7" 10'.9" 10'.2" 9'.2" 7' 11'.7" 10'-8" 9'-11" 9'.5" 8'.6" 8' 10'-10" 10'-0" 9'-4" 8'-9" 1'-11 " 9' 10'.3" 9'-5" 8'-10" 8'-3" 1'-6" 10' 9'.9" 8'-11' 8'-4" 1'.10" 1'.1" 11' 9'.3" 8'.6" 1'-11" 1'.6" 6'.9" 12' 8'-10" 8'-2" 1'-8" 1'.2" 6'.6" Note: Glass Rooms The addition of aluminum frame Windows With glass panes that are deSigned to 110M P H Wind load reqUirements to the above upflght sizes Increases the strength so that additional framing IS not reqUired, Tables assume extrusion oriented With longer extrusion dimenSion parallel to applied load Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSUL TANT PO, BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767.4774 FAX (904) 767-6556 SEAL PAGE 90 @ COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT 1 HE WRITTEN PE RMISSION Of LAWRENce L [JENNE,T P f SCREEN, VINYL & GLASS ROOMS .F.1;'1~"''''. Allowable Upright Heights Screen, Vinyl and Glass Rooms Aluminum Alloy 6063 T-6 2" x 2" x 0.055" Hollow Extrusion Wind Zone Load 102 M,P,H. I 110 M.P.H. I 120 M.P.H. I 125 M.P.H. I 140 M.P.H. Width Applied Load 19 # ISq. Ft. 23 # 150, Ft. 26 # 150, Ft. 29 # 150. Ft. 36 # ISo. Fl 36" 12'-3" 11'-1" 10'-5" 9'-11" 8'.11" 42" 11'-4" 10'-3" 9'-8" 9'-2" 8'-3" 4S" 10'.7" 9'-7" 9'-1" 8'-7" 1'-8" 54" 9'.11" 9'.1" 8'.6" 8'.1" 1'.3" 60" 9'.6" 8'-7" 8'.1" 1'-8" 6'.11" 66" 9'-0" 8'-2" 1'-9" 1'-4" 6'-7" 72" 8'.8" 1'-10" 1'.5" 6'-11" 6'-3" 78" 8'-4" 1'-7" 1'-1" 6'.9" 6'-0" 84" 1'.11" 1'.3" 6'-10" 6'-6" 5'-10" 90" 1'-9" 1'-0" 6'.7" 6'.3" 5'-7" 2" x )" x 0.050" Hollow Extrusion Wind Zone Load 102 M,P,H, r 110 M.P.H, I 120 M.P.H, I 125 M.P.H. I 140 M.P.H. Width Applied Load 19 # ISo, Ft. 23 # ISo, Fl 26 # 150, Ft. 29 # ISQ, Ft. 36 # ISa~ Ft. 36"' 16,'0' 15.3" 14'-4" , 3'.;" 12'.3" 42" 15'.7' 14.2" 13'.4" i2'.7" 11'-4" 48"' 14' ," 1]',J" 17-~)' , , 10 7" 54"' 13'.9" 12.6" 11'.3" ".,' 9'.11" 60" 13'.0" 11'.10" 11'.2" 10.6" 9'.6" 66"' 12'.5" 11'.3" 10'.7" 10'." 9'.0" 72" 11'.11" 10'-10" 10'-2" 9'.7" 8'.8" 78" 11'.5" 10'.5" 9'-9" 9'.3" 8'.4" 84"' 11'.0" 10'.0" 9'.5" 8'.11" 8'.0" 90" 10'.8" 9'.8" 9'.1" 8'."(" 1'-9" 2" x 4" x 0.050" Hollow Extrusion Wind Zone Load 102 M,P.H. I 110 M.P.H. I 120 M.P.H. I 125 M.P.H. I 140 M.P.H. Width Applied Load 19 # ISQ. Fl. 23 # ISo. Ft. 26 # 150. Ft. 29 # ISQ, Ft. 36 # ISQ. Fl 36" 20'.9" 18'-11" 17'.9" 16' 10" 15'.1" 42" 19'.3 ' 11'.6" 16'.5" 15'.7' 13'-11" 48" 1/'.11" 16'-4" 15'.5" 14'.7" 13'.1" 5"" 16'-11" 15'.5" 14'.6" 13'.9" 12.4" 60"' 15.1" 14'.8" 13'.9" 1 3'.0" 11'.8" 66" 15'.4" 13'.1" 13'.1" 12"-5" 11.[ 12" 14'.8' . 3'.4 12'. ,. i1-11' 10.8" 78" 14'.1' 12.'0 12.' l' .5 lO'.3' 84" 12'.1' 12'.4' 11.8' 11'.0 9'-11" 90" 13'-2 11.11" 11'.3" 10-8" 9'.7" Notes: Glass Rooms The addition of aluminum frame Windows With glass panes that are deSigned to 110M P H Wind load requirements to the above uprrght sizes increases the str'lngth so that additional framing IS not required USing screen panel WIdth "W' (See typical glass room draWing ), select upnght required from the maximum height allowed for each extrusion Screen Splines on 3" side extrusion turned with 3" side parallel to sole plate Lawrence E. Bennett, P..E. CIVIL ENGINEER. DEVELOPMENT CONSUL T ANT P.O, BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767.6556 @ COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT, P E SECTION 3 SEAL PAGE 93 SOLID ROOF PANEL PRODUCTS SECTION 7 [, J 12" f 1 12" WIDE x VARIOUS HEIGHT RISER [INDUSTRY STANDARD] ROOF PANEL SCALE: 1/4" = 1" [, J 12" f 1 12" WIDE x 3" RISER INTERLOCKING [INDUSTRY STANDARD] ROOF PANEL SCALE: 1/4" = 1" J 1 12,00" ] 1 INDUSTRY STANDARD CLEATED ROOF PANEL SCALE: 1/4" = 1" ~ l~ .. .. SELECT PANEL DEPTH 1 FROM TABLES /r- ALUMINUM SKIN E.P.S, CORE ....:::::::;:::=- .....:::::;:::=- _ SIDE PANEL CONNECTIONS VARY (DO NOT AFFECT PANEL SPANS) L 48" COMPOSITE ROOF PANEL [INDUSTRY STANDARDl SCALE: 1/4" = 1" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSUL TANT PO, BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767.6556 SEAL @ COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT, P E PAGE 169 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 Size 2" x 3" x 0.050" Hollow Tilt 2" x 4" x 0.050" Hollow 2" x 4" x 0.038" x 0.100" Self Mating Beam 2" x 6" x 0.050" x 0.120" Self Mating Beam 2" x 7" x 0,055" x 0.120" Self Mating Beam 2" x S" x 0.072" x 0.224" Self Mating Beam 2" x 9" x 0,072" x 0.224" Self Mating Beam 2" x 9" x 0,082" x 0.306" Self Mating Beam The minimum number of thru-bolts is two (2) Table 2.4 Minimum Post Size 3"x 3"x 0.060" Scalloped 3"x 3"x 0.060" Scalloped 3"x 3"x 0.060" Scalloped 3"x 3"x 0.060" Scalloped 3" x 3" x 0.093" 3" x 3" x 0.093" 3" x 3" x 0.125" 3" x 3" x 0.125" # Thru-Bolts L=D+ '/," 1/4" " 3/8" " 2 2 2 2 3 2 3 2 4 3 4 3 Existing Slab on Grade with unknown reinforcement Isolated Footing Dimensions- 1'-0" x 1'-0" x 1'-0" 1'-4" x 1'-4" x 1'-4" 1'.6" x 1'-6" x 1'.6" 1'-8" x 1'-8" x 2'.0" 1'-8" x 1'.8" x 2'.6" 2' -0" x 2'-0" x 2' -0" 2'-0" x 2'-0" x 2'-6" 2'-6" x 2'-6" x 2'-6" 2'-6" x 2'-6" x 3'-0" Uplift Rating # 520 1000 1320 2040 2540 2640 3300 4000 4800 Maximum Attributable Roof Area in Square Feet 30 26 22 20 16 59 50 38 31 77 66 57 51 41 120 102 89 78 64 150 127 111 98 80 155 132 115 102 83 194 165 143 127 103 270 230 200 177 144 324 276 240 212 172 -Notes: Isolated Footing is a poured concrete rectangular solid (Length x Width x Depth), Slab on grade must be new or in good condition, (1) 80# Bag (1) SO# Bag (1) 80# Bag rade with 80 # ba re-mix concrete and backfilled to rade. Maximum Attributable Roof Area in Square Feet 102 87 76 67 54 107 91 79 70 57 112 95 83 73 60 Lawrence E. Bennett, P.E. CIVIL ENGINEER. DEVELOPMENT CONSUL TANT P,O. BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767-6556 SEAL 72 PAGE @ COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT, PE ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS SECTION 2 .r:1i1~"""~ Allowable Attributable Roof Area per Post for Carports, Patio Covers, and other Open Buildings - ALUMINUM POSTS Aluminum Post Wind Load = 102 MPH 110 MPH 120 MPH I 125 MPH I 140 MPH Applied Load = 17 #/Sq, Ft. I 20 #/Sq. Ft. I 23 #/Sq, Ft. I 26 #/Sq. Ft. I 32 #/Sq. Ft. Maximum Allowable Roof Area in Square Feet for Various Loads on Post Height Load in Lbs 3" x 3" x 0.090" Hollow Extrusion. Aluminum Alloy 6063 T-6 11'.10' 5,184 305 259 225 199 162 13'.10' 3,888 229 194 169 150 122 15'.10" 3,024 178 151 131 116 95 17'.10" 2,268 133 113 99 87 71 Height Load in Lbs 3" x 3" x 0.125" Hollow Extrusion - Aluminum Alloy 6063 T-6 13'.9" 6,912 407 346 301 266 216 16'.1" 5.184 305 259 225 199 162 18'.4" 4,032 237 202 ' 175 155 126 20'-7" 3,024 178 151 131 116 95 Height load in Lbs 4" x 4" x 0.125" Hollow Extrusion - Aluminum Alloy 6063 T.6 15'.9" 9,312 548 466 405 358 291 18'-5" 6,984 411 349 304 269 218 21'.0" 5,432 320 272 236 209 170 23'-8" 4,074 240 204 '77 157 127 Steel Post Wind Load = 102 MPH I 110 MPH 120 MPH 125 MPH 140 MPH Applied Load = 17 #ISq. Fl. 20 #ISq, Ft, 23 #ISq, Ft, 26 #ISq. Ft. 32 #/Sq. Ft. Maximum Allowable Roof Area in Square Feet for Various Loads on Post Height Load in Lbs 3"' x 3" x 14 Gauge Post. 46 k.s,i. Steel 19'.10" 10,050 591 503 437 387 314 21'.9" 7,430 437 372 323 286 232 23'-9" 5,638 332 282 245 217 176 25'-9 4,371 257 219- 190 168 131 Height Load in Lbs 3" x 3" x 11 Gauge Post. 46 k.s.i. Steel 19'-8" 15,870 9:)4 794 690 610 496 21'-1' 11,730 690 587 510 451 367 23-6 8,970 028- 449 390 345 280 25-6" 6,900 406 34S- 300 265 216 Height Load in lbs 4" x 4" x 14 Gauge Post - 46 k.s.i. Steel 26'-8" 12,650 744 633 500 487 395 29'.3" 9,350 550 468 407 360 292 32-0 7,150 421 358 311 275 223 34-8' 5.500 324 275 239 212 17T Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSUL TANT P.O, BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767.6556 SEAL @ COPYRIGHT 1999 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT, PE 71 FASTENERS SECTION 9 CONCRETE SCREW ANCHOR T-BOL T SPIKE EXPANSION BOLT DRIVE NAIL CONCRETE AND MASONRY ANCHORS SHEET METAL SCREW HEX HEAD TEK SCREW MACHINE BOLT WI NEOPRENE WASHER METAL FASTENERS NOTES: ALTERNATIVE FASTENERS MAY BE USED AS SHOWN IN THE DETAILS HEREIN, AND MUST MEET OR EXCEED THE SAFE WORKING LOAD VALUES SPECIFIED BY THE MANUFACTURER, AND SHALL BE APPROVED BY THE BUILDING OFFICIAl... Lawrence E. Ben nett, P. E. CIVIL ENGINEER. DEVELOPMENT CONSUL TANT P.O, BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767.6556 SEAL @ COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P,E. PAGE 201 SCREEN, VINYL & GLASS ROOMS COMPOSITE ROOF PANELS: (4) 1/4" x 4" LAG BOLTS WI 1-1/4" FENDER WASHERS PER 4'-0" PANEL ACROSS THE FRONT AND 24" O.C. ALONG SIDES (WALK-ON) 2" x 2" OR 2" x 3" HOLLOW CHAIR RAIL AND KICK PLATE 2" x 2" HOLLOW RAIL POST ATTACHED TO BOTTOM WI MIN. (2) #10 x 1-1/2" S.M.S. IN SCREW BOSSES EXISTING SLAB MAY BE USED IF IT IS IN GOOD CONDITION AND IT IS APPROVED BY THE BY THE BUILDING OFFICIAL (1) HILTI1/2" x 3-1/2" KBII- BOLTS APPROVED FOR 665# UPLIFT WI STD. PLATED CUT STEEL WASHER (1) 3/8" BOLT FOR 3" POST (2) 3/8" BOLTS FOR 3" x 4" POST SECTION 3 RISER PANELS: (3) #8 x 1/2" S,M.S. PER 12" PANEL HEADER ATTACHED TO POST WI MIN. (2) #10 x 1-1/2" S.M.S. IN SCREW BOSSES 2" x 2", 2" x 3" OR 3" x 2" HOLLOW (SEE SPAN TABLES) FOR SNAP EXTRUSIONS CHAIR RAIL ATTACHED TO POST WITH MIN. (2) #10 x 1-1/2" S,M.S. IN SCREW BOSSES 1" x 2" OPEN BACK BOTTOM RAIL 1/4" x 2-1/4" MASONRY ANCHOR @ 6" FROM EACH POST AND 24" O,C. (MAX,) Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSUL TANT PO BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767-6556 SEAL PAGE @ COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT, P E ~ r " " TYPICAL UPRIGHT DETAIL SCALE: 1/4" = 1" 83 SECTION 7 SOLID ROOF PANEL PRODUCTS .F.1i1~A"" 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 Panels Open Buildinlls Enclosed Buildioos Wind Applied Overhang Condition Wind Applied Overhano Condition ReQion Load NONE 1'-0" 2'.0" 3'-0" 4-0" ReQion Load NONE 1'-0" 2'-0" 3'.0" 4'-0" 102 M.P.H, 17 10'.11" 11'-2" 11'.8" 12'.6" 13'.7" 102 M.P.H. 29 8'.5" 8'.7" 9'.4" 10'.4" 11'.7" 110 M.P.H. 20 10'.1" 10'-4" 10'.10" 11'.9" 12'.11" 110 M.P.H. 35 1'.8" 1'-11" 8'-7" 9'.9" 11'-1" 120 M.P.H. 23 9'.5" 9'-8" 10'.3" 11'-2" 12'.4" 120 M.P.H. 41 1'.1" 1'.4" 8'-1" 9'.3" 10'.8" 125 M.P.H, 26 8'.10" 9'-1" 9'.9" 10'-8" 11'-11" 125 M.P.H. 45 6'.9" 1'.0" 1'-10" 9'.0" 10'.5" 140 M.P.H. 32 1'.11" 8'.3" 8'-11" 9'.11" 11'-4" 140 M,P.H. 56 6'.0" 6'.4" 1'.3" 8'.6" 10'.0" 3" x 12" x 0.026" Riser Panels Open Buildinas Enclosed BuildinGs Wind Applied Overhanll Condition Wind Applied Overhaoo Condition Reo ion Load NONE 1'-0" 2'-0" 3'-0" 4'-0" Reaion Load NONE 1'-0" 2'-0" 3'-0" 4'-0" 102 M.P.H. 17 13'.11" 14'.1" 14'.6" 15'.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'.5" 14'-2" 15'-1" 110 M.P.H. 35 9'-8" 9'-11" 10'.6" 11'-5" 12'.7" 120 M.P.H. 23 11'-11" 12'-1" 12'.7" 13'-4" 14'.5" 120 M.P.H. 41 8'.11" 9'-2" 9'-10" 10'.9" 12'-0" 125 M.P.H. 26 11'.3" 11'-5" 11'-11" 12'-9" 13'-10" 125 M.P.H. 45 8'-7" 8'-9" 9'-5" 10'.5" 11'.8" 140 M,P.H. 32 10'-2" 10'-4" 10'-11" 11'.9" 12'-11" 140 M.P,H. 56 1'-8" 1'-11" 8'.8" 9'.9" 11'-1" 3" x 12" x 0.032" Riser Panels Open Buildinos Enclosed Buildinos Wind Applied Overhana 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" 4'.0" 102 M.P.H. 17 15'.5" 15'.6" 15'.11" 16'.6" 11'.4" 102 M.P.H. 29 11'.9" 11'.11" 12'.5" 13'.3" 14'-3" 110 M.P.H. 20 14'.2" 14'-4" 14'.9" 15'.5" 16'.3" 110 M.P.H. 35 10'-9" 10'.11" 11'.5" 12'.3" 13'.5" 120 M.P.H. 23 13'.3" 13'.5" 13'-10" 14'.6" 15'-6" 120 M.P.H. 41 9'-11" 10'-1" 10'.8" 11 '.7" 12'.9" 125 M.P.H, 26 12'.5" 12'-7" 13'.1" 13'-10" 14'.10" 125 M.P.H. 45 9'.5" 9'.8" 10'-3" 11'.2" 12'.5" 140 M.P.H. 32 11'-3" 11'.5" 11'.11" 12'-9" 13'.9" 140 M.P.H. 56 8'.6" 8'-9" 9'-4" 10'-5" 11'.8" Note: Tolal roof panel width = room width plus wall width plus overhang, .F.1i1~AIII. Allowable Spans for Industry Standard Riser Panels for Various Loads Aluminum Alloy 3105 H-28 3" x 12" x 0.019" Riser Panels o en Buildin s Overhan Condition 1'-0" 2'.0" 3'-0" 12'-11" 13'.4" 14'.1" 11'-11" 12'.5" 13'.2" 11'.1" 11'.8" 12'6" 10'.6" 11'.0" 11'.11" 9'.6" 10'.1" 11'.1" Wind Re ion 102 M.P.H. 110 M.P.H. 120 M.P.H. 125 M.P.H. 140 M.P.H. Applied Load 17 20 23 26 32 Enclosed Buildin s Applied Overhan Condition Load NONE 1'-0" 2'-0" 3'.0" 29 9'.9" 9'.11" 10'.6" 11 '.5" 35 8'.10" 9'1" 9'.9" 10'.8" 41 8'.2" 8'5" 9'.1" , 0'.2" 45 7'.10" 8'.1" 8'-9" 9'.10" 56 1'.0" 1'.3" 8'.1" 9'.3" 4'.0" 12'.7" 11'.11" 11'.5" 11'.2" 10'.8" Wind Re ion 102 M,P,H. 110 M,P,H. 120 M,PH, 125 M.P.H. 140 M.P.H. 4-0" 15'.0" 14'.2" 13'.y" 13'-0" 12'.3" 3" x 12" x 0.026" Riser Panels 0 en Buildin s Enclosed Buildin s Wind Applied Overhan Condition Wind Applied Overhan Condition Re ion Load NONE 1'.0" 2'-0" 3'-0" 4'-0" Re ion Load NONE 1'-0" 2'-0" 3'.0" 4'.0" 102 M.P.H. 17 16'-2" 16'.3" 16'.8" 11'.3" 18'.0" 102 M.P.H. 29 12'.4" 12'.6" 12'.11" 13'.9" 14'.9" 110 M.P.H. 20 14'-11" 15'.0" 15'.5" 16'-1" 16'.11" 110 M.P.H. 35 11'-3" 11'.5" 11'-11" 12'.9" 13'.10" 120 M.P.H. 23 13'.11" 14'.0" 14'.5" 15"1" 16'-0" 120 M.P.H. 41 10'.5" 10'.7" 11'.2" 12'.0" 13'.1 " 125 M.P.H. 26 13'-1" 13'.2" 13'.8" 14'-4" 15'-4" 125 M.P.H. 45 9'.11" 10'.1" 10'.8" 11'.y" 12'.9" 140 M.P.H. 32 11'.9" 11'-11" 12'.5" 13'.3" 14'.3" 140 M.P.H. 56 8'.11" 9'.1" 9'.9" 10'.9" 11'.11" Wind Re ion 102 M.P.H. 110 M.P.H. 120 M.P.H. 125 M.P.H. 140 M.P.H. Note: Total roof panel width = room Width plus wall width plus overhang. SEAL PAGE 178 Applied Wind Load 3'-0" 4'-0" Re ion 17 18'.10" 19'.7" 102 M.P.H. 20 11'.6" 18'-4" 110 M.P,H. 23 16'.6" 11'-4" 120 M.P.H, 26 15'-8" 16'-6" 125 M.P.H. 32 14'-4" 15'.3" 140 M.P.H. Enclosed Buildin s Applied Overhan Condition Load NONE 1'-0" 2'.0" 3'.0" 29 13'.8" 13'-10" 14'.3" 14'.11" 35 12'.5" 12'.7" 13'-1" 13'.10" 41 11'-6" 11'.8" 12'-2" 12'.11" 45 10'.11" 11'-2" 11'.8" 12'-6" 56 9'-10" 10'.1" 10'.8" 11'-6" 4'-0" 15'.10" 14'.10" 14'.0" 13'.7" 12'.8" Lawrence E. Bennett, P.E. CIVIL ENGINEER. DEVELOPMENT CONSUL T ANT P,O, BOX 4368, SOUTH DAYTONA. FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767.6556 @ COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, PE ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS SECTION 2 1-1/2" x 1-1/2" x 0.080" ANGLE EACH SIDE OF CONNECTING BEAM WITH SCREWS AS SHOWN @ @ @ @ @ @ LU ...J co ~ a::: LU a.. :r: I- a.. LU o PRIMARY BEAM (SEE TABLE 21 1 AND/OR TABLE 2,1,2) CARRIER BEAM (SEE TABLE 2.1.3) MINIMUM #8 S.M.S. x 3/4" LONG NUMBER REQUIRED EQUAL TO BEAM DEPTH IN INCHES NOTE: EXTRUSIONS WITH INTERNAL SCREW BOSSES MAY BE CONNECTED WITH (2) #10 x 1-1/2" INTERNALLY CARRIER BEAM TO BEAM CONNECTION SCALE: 1/4" = 1" ANGLE OR RECEIVING CHANNEL NOTE: EXTRUSIONS WITH INTERNAL SCREW BOSSES MAY BE CONNECTED WITH (2) #10 x 1 1/2" INTERNALL Y. MINIMUM #8 S.M.S, x 3/4" LONG NUMBER REQUIRED EQUAL TO BEAM DEPTH PRIMARY BEAM (SEE TABLE 2.1,1 AND/OR TABLE 2.1,2) BEAM TO WALL CONNECTION: (2) 2" x 2" x 0.060" EXTERNALLY MOUNTED ANGLES ATTACHED TO WOOD WALL WITH MINIMUM (2) 3/8" x 2" LAG SCREWS PER SIDE OR (2) 1/4" x 21/4" CONCRETE ANCHORS TO CONCRETE OR MASONRY WALL ADD (1) ANCHOR PER SIDE FOR EACH INCH OF BEAM DEPTH LARGER THAN 3" (ALTERNATE) (1) 1 3/4" x 1 3/4" x 1 3/4" x 1/8" INTERNAL U-CLlP ATTACHED TO WOOD WALL WITH MINIMUM (3) 1/4" x 21/4" LAG SCREWS PER SIDE OR (3) 1/4" x 21/4" CONCRETE ANCHORS TO CONCRETE OR MASONRY WALL ADD (1) ANCHOR PER SIDE FOR EACH INCH OR CANTILEVERED BEAM DEPTH LARGER THAN 3" CARRIER BEAM TO WALL CONNECTION SCALE: 1/4" = 1" Lawrence E. Bennett, P.E. CIVIL ENGINEER. DEVELOPMENT CONSUL T ANT P,O, BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX. (904) 767-6556 SEAL @ COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT, P E PAGE 65 SECTION 2 ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS INTERNAL OR EXTERNAL RECEIVING CHANNEL SCALE: 1/4" = 1" 2" x 2" x 0.063" ANGLES INTERNAL OR EXTERNAL ANGLE CLIPS SCALE: 1/4" = 1" ALUMINUM TUBE COLUMN CONCRETE ANCHORS (SEE SCHEDULE) ~ EXTRUDED ALUMINUM BASE OR BREAK FORMED U-CLlP ~ CORROSION RESISTIVE STEEL THRU BOLT PER SCHEDULE 4" CONCRETE SLAB OR FOOTING NOTE: ATTACHMENT DETAILS SHOWN REQUIRE DIAGONAL BRACING FOR FREE-STANDING COVERS TUBE COLUMN BASE SCHEMATIC INTERNAL BASE SCALE: 1/4" = 1" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSUL TANT P,O, BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767.6556 SEAL PAGE @ COPYRIGHT 1999 60 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCl L BLNNll r, P l ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS PAN OR COMPOSITE PANEL (SEE TABLES SECTION 7) TOP PLATE P.T. OR WI VAPOR BARRIER @ ALUMINUM ROOF 2 x 4 TOP PLATE @ ROOF 2 x 2 ALUMINUM OR 2 x 4 LUMBER #2 S.P.F. (MIN.) SHEATHING: 7/16" O.S,B, OR 1/2" PLYWOOD WI STUDS 24" O.C. OR STRUCTURAL GRADE THERMAL PLY WI STUDS @ 16" O,C, 2 x 4 PRESSURE TREATED PLATE WI 3/8" x 4-1/2" CONCRETE ANCHORS @ 4'-0" O. C. (SEE SLAB DETAILS) ATTACH SHED OR ROOM WALL TO HOST STRUCTURE WI 1/4" x 3-1/4" TAPCONS @ 16" O.C, FOR MASONRY OR #16d COMMON @ 16" O.C. OR #10 x 3-1/2" FOR WOOD OR #10 x 2-1/2" S.M.S. FOR 1 x 2 ALUMINUM OR #10 x 3-1/2" S.M.S. FOR 2 x 2 ALUMINUM SHED IS FRAMED FOUR WALL STRUCTURE OR ATTACHED TO HOST MAXIMUM FLOOR AREA 200 SQ. FT. FLOOR AREA GREATER THAN 200 SQ. FT. USE SECTION 4 POST AND BEAM DETAILS AND TABLES SECTION 2 FOOTING AND CONNECTION DETAILS SECTION 2 UTILITY SHED AND CARPORT WALL SECTION SCALE: 1/4" = 1'-0" 1, SHEDS AND UTILITY ROOMS BUILT UNDER SECTION 2 SPECIFICATIONS SHALL BE LIMITED TO 16 FT. IN ROOF SPAN DIRECTION AND 200 SQ. FT. MAXIMUM AREA. 2, ALL WOOD FRAMING AND SHEATHING CONNECTIONS SHALL BE IN COMPLIANCE WITH STANDARD CODE 1997 CHAPTER 23, TABLE 2306.1 OR AS NOTED BELOW. CONNECTION FASTENER NUMBER I SPACING WALL SHEATHING 1/2" OR LESS #6 COMMON 6" O.C. EDGES AND 12" O.C. FIELD TOP OR SOLE PLATE TO STUD A. END NAIL #16 COMMON 2 B. TOE NAIL #8 COMMON 2 UJ ~ o I UJ -l CD o ~ t') Z ~ (/) X UJ SEE CONNECTION DETAILS (SECTION 7) ~ UJ ~ o I UJ -l CD o ~ t') Z ~ (/) X UJ SEE CONNECTION DETAILS (SECTION 7) 12" x PAN (SEE TABLES SECTION 7) USE 'W' TO SELECT PAN FOR REQUIRED SPAN 'W1' VARIES- FOR FRONT BEAM USE L = WI 2+0VERHANG SECTION 2 Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSUL TANT P,O. BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767.6556 SEAL PAGE @ COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E, BENNETT, PE 55 ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS SECTION 2 -------------------------- PAN OR COMPOSITE PANEL ROOF o o KNEE BRACE NOT REQUIRED FOR ATTACHED STRUCTURES KNEE BRACE REQUIRED IF POST NOT SET IN CONCRETE FOOTING o l CENTER OF BRACE CONNECTION FOR START OR END OF BEAM SPAN H-CHANNEL KNEE BRACE 2" x 3" x 0.050" KNEE BRACE WI (3) #10 x 1/2" EACH SIDE OF BEAM U-CHANNEL ON SIDE WI (3) #10 x 1/2" AND KNEE BRACE INTO POST AND (3) #10 x 1/2" EACH SIDE OF KNEE BRACE WI CORROSION RESISTIVE WASHER HEADED SCREWS KNEE BRACE TO POST DETAIL - BEAM PARALLEL TO ROOF SCALE 1/4" = 1" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSUL TANT PO, BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767.6556 SEAL @ COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P,E PAGE 63 SECTION 8 n 1.00" 0044"[ ~ ALUMINUM FRAMING COMPONENTS A = 0.24 in.2 WT = 0.28 p.l.f. Ix = 0.14 in. 4 Sx = 0,18 in,3 6063 - T6 r 1,98"1 OOSS.! + ~ ~ . ---'k 1" X 2" X 0.044" OPEN BACK SECTION SCALE: 1/4" = 1" r 1.98"1 003'.! + ~ ~ A = 0.50 in.2 WT = 0.57 p.l.f. Ix = 0.28 in.4 Sx = 0.37 in.3 6063 - T6 2" X 2" X 0.055" PATIO SECTION SCALE: 1/4" = 1" A = 0.32 in.2 WT = 0,37 p.l.f. Ix = 0.18 in. 4 Sx = 0.24 in.3 6063 - T6 r 1.98"1 OOSS.! + ,j 2" X 3" X 0.050" PATIO SECTION 2" X 2" X 0.032" PATIO SECTION SCALE: 1/4" = 1" r 1.98"1 0036l + j ~ A = 0.64 in.2 WT =0.74 p.l.f. Ix = 0.75 in.4 Sx = 0.70 in.3 6063 - T6 SCALE: 1/4" = 1" A = 0.36 in.2 WT = 0.41 p.l.f. Ix = 0.19 in.4 Sx = 0,26 in.3 6063 - T6 f2,00"1 ~ r ": += 0.055" b o 'V ~~J 2" X 2" X 0.036" PATIO SECTION SCALE: 1/4" = 1" r 1.98"1 0044.f +] ~ A = 0.75 in.> WT = 0.86 p.l.f. Ix = 1.53 in.4 Sx = 1.07 in.3 6063 - T6 2" X 4" X 0.050" PATIO SECTION SCALE: 1/4" = 1" A = 0.42 in.> WT = 0.49 p.l.f. Ix = 0.23 in,4 Sx = 0.31 in.3 6063 - T6 f 2.00" 1 Q1 O,044"U j 2" X 2" X 0.044" PATIO SECTION SCALE: 1/4" = 1" A = 0.61 in.' WT = 0.69 p.l.f. Ix = 0.77 in4 Sx = 0.69 in.3 6063 - T6 2" X 3" X 0.045" PATIO SECTION SCALE: 1/4" = 1" Lawrence E. Bennett, P. E. CIVIL ENGINEER - DEVELOPMENT CONSUL TANT PO, BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767.6556 SEAL PAGE @ COPYRIGHT 1999 196 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRIITEN PERMISSION OF LAWRENCE E. BENNEIT, P E SECTION 2 ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS en w 0: :; ROOF PANEL SEE SECTION 7 ANCHOR (SEE DETAIL FOR PAN OR COMPOSITE PANEL) FOR NUMBER OF BOLTS AND SIZE OF POST (SEE TABLE 2.3) BEAM AND POST SIZES (SEE TABLE 2.1.1, TABLE 2,1.2 AND I OR TABLE 2.2.1, TABLE 2,2.2) COLUMN NOTCHED TO SUIT SIDE NOTCH POST TO BEAM CONNECTION SCALE: 1/4" = 1" --- ---------------- en w 0: ROOF PANEL SEE SECTION 7 :; SIDE BEAM @ @ @ @ ANCHOR PER DETAIL FOR PAN OR COMPOSITE PANEL FOR NUMBER OF BOLTS AND SIZE OF POST (SEE TABLE 2.3) 1 3/4" x 1 3/4" x 0.063" RECEIVING CHANNEL THRU BOLTED TO POST WI THRU BOLTS FOR SIDE BEAM (SEE TABLE 2.3 FOR NUMBER OF BOL TS) CENTER NOTCH POST TO BEAM CONNECTION SCALE: 1/4" = 1" BEAM AND POST SIZES (SEE TABLE 2.1.1, TABLE 2.1.2 AND I OR TABLE 2.2.1, TABLE 2.2.2) COLUMN NOTCHED TO SUIT Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSUL TANT po. BOX 4368, SOUTH DAYTONA, FL32121 TELEPHONE (904) 767-4774 FAX (904) 767.6556 SEAL PAGE @ COPYRIGHT 1999 64 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E, BENNETT, PE SCREEN, VINYL & GLASS ROOMS (2) #10 x 1" S. M. S, INTO SCREW SLOTS ANCHOR 1" x 2" PLATE TO CONCRETE WI 1/4" x 2-1/2" CONCRETE ANCHORS WITHIN 6" OF EACH SIDE OF EACH POST AND 24" O.C. MAX. MIN, 3-1/2" SLAB 2500 PSI CONC. 6x6-10x10 WW,M. OR FIBER MESH VAPOR BARRIER UNDER CONCRETE SECTION 3 BEAM 1 HEADER ALTERNATE CONNECTION DETAIL 2" x 2" x 0.063" ANGLE CONNECT UPRIGHT @ BEAM 1 HEADER AND CHAIR RAIL ANGLE CLIPS MAY BE SUBSTITUTED FOR INTERNAL SCREW SYSTEMS 1" x 2" EXTRUSION 1-1/8" MIN. IN CONCRETE HOLLOW POST TO BASE AND HOLLOW POST TO BEAM DETAIL SCALE: 1/4" = 1" 2" x 2" OR 2" x 3" OR 2" 5MB POST ~ o 0 o 0 ---- ANCHOR 1" x 2" PLATE TO CONCRETE WITH 1/4" x 2-1/2" CONCRETE ANCHORS WITHIN 6" OF EACH SIDE OF EACH POST AT 24" O.C. MAX. OR THROUGH ANGLE AT 24" O.C. MAX. MIN. 3-1/2" SLAB 2500 PSI CONC. 6x6-10x10 WW.M. OR FIBER MESH VAPOR BARRIER UNDER CONCRETE 4 (4) #10 x 1/2" S.M.S. EACH SIDE OF POST HEADER BEAM H-BAR OR GUSSET PLATE 2" x 2" x 1/16" ANGLE EACH SIDE ATTACH TO POST AND CONCRETE AT LOAD BEARING WALL WITH (2) #10 x 1/2" S.M.S. EACH SIDE 1" x 2" EXTRUSION 1-1/8" MIN, IN CONCRETE SELF-MATING POST TO BASE AND SELF-MATING POST TO BEAM DETAIL SCALE: 1/4" = 1" Lawrence E. Bennett, P.E. CIVIL ENGINEER. DEVELOPMENT CONSUL TANT P,O. BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767.6556 SEAL @ COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E, BENNETT. PE PAGE 81 SECTION 2 ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS .F.1n~...... 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# I Sq. Ft. I 20# I Sq. Ft. I 23# I Sq. Ft. I 26# I Sq. Ft. I 32# I Sq. Ft, Load Width 2" x 6" x 0.050" x 0.120" Self Mating Beam 8' 16'.11" 15'.7" 14'.7" 13'.8" 12'-4" 9' 15'-11" 14'-9" 13'.9" 12'-11" 11'.8" 10' 15'.2" 13'.11" 13'.0" 12'-3" 11'.0" 11' 14'.5" 13'.4" 12'-5" 11'.8" 10'.6" 12' 13'.10" 12'-9" 11'.11" 11'.2" 10'.1" 13' 13'.3" 12'.3" 11'.5" 10'.9" 9'.8" 14' 12'.10" 11'.10" 11'.0" 10'.4" 9'-4" 16' 11'.11" 11'.0" 10'-4" 9'.8" 8'.9" Load Width 2" x 7" x 0,055" x 0.120" Self Mating Beam 8' 19'-4" 11'.10" 16'-8" 15'.8" 14'.1" 9' 18'-3" 16'.10" 15'.8" 14'-9" 13'.4" 10' 11'-4" 15'.11" 14'.11" 14'.0" 12'.7" 11' 16'.6" 15'-3" 14'.2" 13'.4" 12'.0" 12' 15'.10" 14'.7" 13'-7" 12'-9" 11'.6" 13' 15'.2" 14'.0" 13'.1" 12'-3" 11'.1" 14' 14'.8" 13'.6" 12'.7" 11'.10" 10'.8" 16' 13'-8" 12'-7" 11'-9" 11'.1" 9'.11" Load Width 2" x 8" x 0.072" x 0.224" Self Mating Beam 8' 24'.10" 22'.11" 21'-4" 20'-1" 18'.1" 9' 23'-5" 21'.7" 20'-2" 18'.11" 11'.1" 10' 22'-3" 20'.6" 19'.1" 11'.11" 16'.2" 11' 21'.2" 19'.6" 18'.3" 11'.2" 15'.5" 12' 20'-4" 18'.8" 11'.5" 16'.5" 14'.9" 13' 19'.6" 11'-11" 16'.9" 15'.9" 14'-3" 14' 18'.9" 11'-4" 16'.2" 15'-2" 13'.8" 16' 11'.7" 16'.2" 15'.1" 14'.3" 12'.10" Load Width 2" x 9" x 0.072" x 0.224" Self Mating Beam 8' 21'-2" 25'-1" 23'.4" 21'.11" 19'.10" 9' 25'.8" 23'-8" 22'-0" 20'-9" 18'-8" 10' 24'-4" 22'.5" 20'.11" 19'.8" 11'.9" 11' 23'-2" 21'-4" 19'.11" 18'.9" 16'-11" 12' 22'.2" 20'-6" 19'-1" 11'.11" 16'.2" 13' 21'.4" 19'.8" 18'-4" 11'.3" 15'.7" 14' 20'.7" 18'.11" 11'-8" 16'.7" 14'.11" 16' 19'.3" 11'.9" 16'.6" 15'-7" 14'.0" Load Width 2" x 9" x 0.082" x 0.306" Self Mating Beam 8' 29'-8" 21'.4" 25'.6" 23'.11" 21'.7" 9' 21'.11" 25'.9" 24'.1" 22'-7" 20'.5" 10' 26'.6" 24'.6" 22'.10" 21'.5" 19'.4" 11' 25'-4" 23'.4" 21'-9" 20'.5" 18'.5" 12' 24'.3" 22'.4" 20'.10" 19'.7" 11'-8" 13' 23'.3" 21'-5" 20'.0" 18'-10" 16'-11" 14' 22'.5" 20'.8" 19'.3" 18'-2" 16'.4" 16' 20'.11" 19'-4" 18'-0" 16'.11" 15'.3" Notes: Above spans do not include length of knee brace, Add horizontal length of knee brace to above spans for total beam spans, Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSUL TANT P,O. BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767-6556 SEAL PAGE @ COPYRIGHT 1999 68 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, PE SECTION 7 SOLID ROOF PANEL PRODUCTS 0,019" ALUMINUM COVER PAN OR CONTINUOUS ALUMINUM SHEET #8 x 5/8" CORROSION RESISTIVE WASHER HEADED SCREWS @ 24" 0, C. ALTERNATE #8 x 5/8" S, M. S. WI 1/2" 0 WASHER. [U ".) 1 .,If . ~. . . . . . .. ..... .... .................... ..................... .................... ..,.................. .................... ..................... .................... ..................... .................... ....... ............. 1 W TYPICAL INSULATED PANEL SCALE: 1/4" = 1" NOTES: 1,INSTALL RIGID FOAM INSULATION INTO ALUMINUM ROOF PAN. 2. COVER INSULATION WITH 0.019" PROTECTOR PANEL WITH OVERLAPPING SEAMS, 3. INSULATION PANEL SHALL BE CLOSED WITH ALUMINUM END CAP TO SECURE PLACEMENT AND TO DISCOURAGE THE NESTING OF WILDLIFE AND OR INSECTS. 4. PROTECTOR PANEL WILL BE SECURED BY #8 x 5/8" CORROSION RESISTIVE WASHER HEADED SCREWS, 5. SCREW PATTERN WILL BE 12" ON ALL PERIMETERS AND 24" O.C. FIELD ON EACH ,PANEL. 6. ALUMINUM END CAP WILL BE ATTACHED WITH (3) #8x1/2" CORROSION RESISTIVE WASHER HEADED SCREWS. Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSUL TANT P,O. BOX 4368, SOUTH DAYTONA. FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767.6556 SEAL PAGE @ COPYRIGHT 1999 176 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, PE S I TF. I'I,^N PARCEL I. D. (RESIDENTIAL USE ONLY) All drawings shall be drawn to scale or fully dime~sioned .$( -.:;<.1)..\.,; ':-' ~ \~ ~"~ E:? f'\\t c.f" ~ "'L- ~\ f' C<t> ~~~~ e(\~ (' I ''1\.' c_r ~t v"" LoI- \i V v 4YV c.J\ I ~ , "J" L.- '-;1 ~{\V r.P '\ ~ t-I. r ..p' '(1/ SEC l~P RNG SUBD DATE: 1//6/71 I / BLOCK LOT for 'all parcels. I I' fU'--'!,;20 I I , ? f '1"7 " l- ~t't> 5t\e) '. ,-' \ h ~ U'IM'y I IV Rc-'t-, lh1 , -,S'- C lJVI(.'.."fe.- - ~X ~ ("'" , " \ I /.~~ \[ (\0/ ~V '\" ~'0 }0'> ~~ \~\:<- ,JV \\ \ Oy'~ ~,.\. s-- 20" I SHOW ALL EXISTING AND PROPOSED STRUCTURES GIVING DIMENSIONS AND SETBACKS. ALSO, INDICATE ANY BODIES OF WATER, TREES (INCLUDING SIZE, DIAMETER, TYPE), AND ROADWAYS (INCLUDING NAKES) ADJACENT TO THE PROPERTY. INDICATE THE SIZE, YEAR, AND NAME OF MOBILE; SUCR AS 12' X 60'. 1981. FLEETWOOD. ALL "EASEMENTS", "PROPERTY LINES", "RIGIIT-OF-WAY", and "JURISDICTIONAL LINES" IllUst be shown on all site plans. DO NOT ENCROACH INTO ANY EASEMENT WITH A STRUCTURE. III :. .. z o .. o -= HOUSE CONSTRUCTION r.., (.0') - - 0 8 0 ... ... . I .. .:; .; ROAD "ANE - -0 ~ :: ;: ... NoelLI!: HONI!: SI!:T-U~ ,.., (ISO') 40' ..... i ... 10' I : 0; 0; I!:xl.tin, ~ .".. .. ROAD HANI!: "OAD "ANE lSD' PL ~ PROPERTY LINE R/W = RIGHT-Or-WAY 0 - TREES APPROVJm SITE PLAM MUST BB POSTED AT JOB LOCATICB. NO'l'ICB O. DUD DSTJlICTICII THIS PBRKIT ..y be subject to ''Deed ...triction." which are .on r_tricth. thaa Couaty reaulatiOlUl. The pe~it holder -~ r_ponaibility for c~lianc_ with any applicable deed r..trictiona. site05:ce PC95035005/A 11111111111111111111111111111111111111111111I11111 99143493 NOTICE OF COMMENCEHEN'l' County of ~ /Jtf!LD I TUB ImOERSIGNBD hereby gives notice that improvement will be made to c~rtain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencemcnt: Description of Property: Parcel No.,k t2Y-- c2 G (~f- GC)~o -O().:?CJO.,o . /bV State of x.FLIJ 1. (Legal description of the property and street address if available) Improvement y' ~ ....5 fkd {f;~)J / (?UOfl11 2. General Description of Roo P' C., JAYJe.s. 3. O\vncr Information: Name)( ;"lhar'/e."S" flaM Vt7l:JrA/s J-d /J.fctdress X :395:?5" /tJ~ l1- City ~ ;:.;;?C'phYf1JfJik Interest in Property: ilt#l7f?r Rcpt: 370711 Rec: DS: 0.00 IT' 8'88 11/10/99 ,. . Dpt;' Clerk. JED PITTMAN, PASCO COUNTY 11/10/99 04:0Sp. 1 of 1 ClERK OR Sf< 4260 P6 653 State~ n 3S31v Name of' Fee Simple Titleholder: (If other th~n owner) Address City 4 . ~. f.:~ ~,~,.:I f". ,,'{is f+j j Contractor: Name x A-Yzi -.7. ;f//tI#1. Addressx /dt'tJ"7 Ciltc..-k. J.....h..1\(.City v fltld'5cJJ/J State)( kL .3'f'f,i 5. Surety: NaIl~e Address City State Amount of Bond: $ 6. Lender: Name Address City Statc 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.l3(1)(a)(7), Florida Statutes: NClme Address City State 8. In ~ddition to himself, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. 9. r::xp.irnt.i'JO dnle ot NCJt.lce of Commencement. (the explratlCJn date is 1 year fr?m the date of recording unless a different date is specified.) y Signature of Owner: Co ~ V~ V~ Sworn to and subscribed before me this cY, day of ~ 19~. n ~.""- Notary Pllblic: \~~ \....:::i Vxu.o My COnlinj ssion Expires: PC93053048 en 7 ~(;3'f 20 ...-----~PLICATION FOR PERMIT I l \ Vi h ~ ~ITY OF ZEPHYRHILLS L... \ l~ ~ BUILDING DEPAR........ OWNER'S NAME.f'.JJar/e< {hu !/otJ(' jJ i~ PHONE Cf/i " ({7b"'3/(,~ JOB ADDRESS ---:-3 LjS-.2S- '41lt?0ff O~ ~L'4 ~~~ LEGAL DESCRIPTION: LOT (S) ,/6 (J BLOCK SUBDIVISION PARCEL ID # (OBTAIN FROM PROPERTY TAX NOTICE) 7/5 .- 7 S l ~ DATE RECEIVED -1 { 1 (D 199 PLANS REVIEW FEE WORK PROPSED: ~ONSTRUCTION o ADDITION DALTERATION o REPAIR o INSTALL DSIGN o MOVE 0 DEMOLISH PROPOSED USE: DSGL FAMILY DWELLING DMULTI - FAMIL Y 0# OF UNITS o MOBILE HOME o COMMERCIAL o INDUSTRIAL o SWIMMING POOL o OTHER D RESTAU~T & HEALTH DEPART~NT APPROVAL DESCRIPTION OF WORK ~lId III VI}/ ( RoO W) f\,160t- BUILDING SIZE . :g.X d. ~ SQUARE FOOTAGE .!~r~ HEIGHT Jill , RESIDENTIAL: COMMERCIAL: ATTACH (2) PLOT ATTACH (3) SETS PROPERTY SURVEY PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. OF BUILDING PLANS & (1) SET ENERGY FORMS. REQUIRED FOR ALL NEW CONSTRUCTION. \Z,-rJWA" ,A\\~ PERMITS REQUESTED t'~ \D \ ~..> r'\.' OL-t \/"( VALUATION OF TOTAL CONSTRUCTION \~- 1\\ 6 t ~ AMP SERVICE 0 FLORIDA POWER 0 W.R.E.C.~JY n 4ING ~LECTRICAL ~UMBING $ ;lq)~3, pD o MECHANICAL $ VALUATION OF MECHANCIAL INSTALLATION o GAS o ROOFING o SPECIALTY o OTHER TYPE OF CONSTRUCTION: 0 BLOCK o FRAME o STEEL o OTHER FINISHED FLOOR ELEVATIONS IS PROJECT IN FLOOD ZONE AREAD YES D NO BUILDER COMPANY STATE CERT OR REGI S~# /7 SIGNATURE CITY PROCESSING # ~~;t ~ /(.0 ************~*********~*************************~************* ELECTRICIAN~' ~/ / COMPANY a,/JJ;; J1 j;/ec , STATE CERT OR REGIST # SIGNATURE , -- CITY PROCESSING # ****************************************************************** :=~/~.ra:t ~f ~~~~~~~~~E~~ I **********~******************************************************* MECHANICAL 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 The undersigned 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". SIGNATURE: OWNER OR AGENT SIGNATURE: CONTRACTOR acknowledged 19_ STATE OF FLORIDA COUNTY OF The foregoing instrument was Before me this _____day of by STATE OF FLORIDA COUNTY OF The foregoing instrument was Before me this _____ day of by acknowledged 19 (name of person acknowledged) Dwho is personally known to me, or (name of person acknowledged) Ckho is personally known to me, or o who has produced (type and whoD did 0 did not of identification) take an oath. 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C, 'oJ" t r'l,hr , i' "". 1'.:-,' ~'f:';'~i't':~~ PASCO COUNTY~ FLORIDA ....~', ",~ Permit Nu, Date Permitted. '" l' I ,/ Builder Name/Owner Name ,1,. i ; ,-... ... County Parcel No. e /. ,if AddressILocation )' s Subd. ~~......., ClassificationfType of Use How Determined TRANSPORTATION IMPACT FEE CALCULATION EXEMPT 0 Why? Zone No. -~>' Rate $ ~;-r- / !J:epaf~d By Checked By Sq, FtlUnit Impact Fee Amount $ The above impact fee has been established pursuant to the Pasco County Transportation Impact Ordinance as adopted by the Board of Pasco County Commissioners. This amount is payable PRIOR to the issuance of a Certificate of Occupancy or utilization of the permitted structure, RESOURCE RECOVERY ASSESSMENT EXEMPT 0 RESIDENTIAL NONRESIDENTIAL No. Units / , Gross Sq. Ft. (GSF) RJ.tc ERL: - 52,OO/YcJ.f Of SO, I 42/DJ.Y ERU ASSign No, ASscssfllcnl- (No Units) x (SO 1421 x (No, DJ.ysl Assessment - (GSF) x (ERU) x (0142) x (No. Days) 100 --- TOTAL FEE $ TOTAL FEE $ NO CERTIFICATE OF OCCUPANCY OR FINAL POWER RELEASE WILL BE ISSVED l!NTIL THE AMOUNTS LISTED HA VE BEEN PAID AND RECEIPTED FOR BY A CENTRAL PERMITTING OFFICE OF PASCO COUNTY. Acknowiedgement below docs not imply acceptance of concurrence. hut Simply recclpt uf J. copy of this form. placing the huilding permit owner on notice of thi;; assessment and the conditions of payment for same, Date Received By OFFICE L'SE ONLY TRANSPORTATION REC. NO, RESOURCE RECOVERY REC. NO, )4~.::.~:., ~\: DATE - BY'.' 1 ':)..('IC~ DATE-=rr}ltJ' },'il_ BY /(, ~.Lb White Applicant Canary Trans/Finance Canary RRIFlnance Pink Office Green Bldg/lnsp feecal'ce PC93113094/D