Loading...
HomeMy WebLinkAbout705 MARKET AVE PAPERWORK7z%-5" So . Mfi f-VVZ ©fC!U B)�� C a� F}/T h7cne d To a-�(o-11 cprl')EI2 gE-614 a-)dq zy ,SCANNED BY St. Lucie County 4 -.4 n X n SVIUJiuq 13 n FRO N I&P w) ei", aiy SECTION 2 I ATTACHED & FREESTANDING COVERS AND. UTILITY SHEDS 12' ALUMP&M PANEL. ROOF � SEE TABLE 26 I vz O .� .. ME a .n 17 ALUMM M PANEL WALL SEE TABLE 25 ALUMINUM UTILITY SHED WALL ALUMINUM UTILITY SHED WALL WITH DOOR (ELEVATION) (ELEVATION) #8 x 1/2' SHEET METAL SCREW MO EACH RI m AT PANEL ENDS tt • TOP AND BOTTOM PAN V2 12 8EAL PAGE o :.. o �• :• Wtwo,w o• .• • ri ATTACH PANELS TO CHANNEL WITH (2) f8 x v2' SHEET METAL SCREWS EACH PANEL. AT EACH END ' PAN WALL CONNECTION Lawrence E. Bennett, P.E. am 8 ONSM - OEdaMedr CONBLLTANr PAX BOX 4M OMM DAWONA. R. SM THMSHOW ON) W-4774 FAX WO W-UN PAN ROOF SEE TABLE 25 RECEIVING CHANNEL PAN TO WALL C CHANNEL (3) #8 x 11T PER PAN PAN WALL 2' x 2' x 0.044' BRACE FOR MORE PAN HEIGHT REFER TO TABLE 25 v4•x 1-v4' EMBED6£31T j EXPANSION BOLTS OR EQUAL DRIVE PINS AT 24' ON CENTER 3-V2• CONCRETE SLAB SECTION THROUGH UTILITY SHED ANNG2 AG-Vjf-rillyLltl L( 6, Alo © cOPYRKi f M? NOT TO FE FMOMM 11 VftU OR N PART WRNOUr THE WFRTFN PEMMO N OF LAWRF M F. B M". PE 48 SECTION 7 I SOLID ROOF PANEL PRODUCTS _............. �a ...... > 48' A.B.S. EZ-LOK 48" x 0.024" ROOF PANELS Table 7.2.4: Allowable Spans for EZ-LOK Composite Roof Panels for Various Loads Aluminum Building Systems Manufacturers Proprietary Products: Aluminum Alloy 3105 H-14 or H-25 Foam Core 1# E.P.S. Density 1 3" x 48" x 0.024" Roof Panel with R Value of 11.58 0 n Buildings Enclosed Buildings WindApplied Load Overhang Condition Wind Region Applied Load Overhang Condition NONE 1'-0" 2'-0" X.0" NONE 1'.0" 2--0" 3--0" 17 IS'-1" 15'3" 15'-7" 18'-3" 102 M.P.H. 29 11'.7- 11'-9" 12'-3" 13'-0' 20 13'-11' Id'-1' 14'6" 15'-2' 7f0 M.P.M. 35 10'6" 10'-9' 23 12'-11- 13'-2' 13'-7" 14'4" 120 M.P.M. 41 9--9- 9--11' 10'.6' 11' 5- 26 f 2'3' 12.4' 12'-10' 13.7" 125 M.P.H. 45 9'J' 9'6' 10'-1' 11'.1' 32 11'-0' I11'-2' 11'-9' 12'6' 160 M.P.H. 56 8'<' 8'-T 9'3' 10'3' 4" x 48" x 0.024" Roof Panel with R Value of 15.44 O n Buildings Enclosed Buildings Wind Region Applied Load Overhang Condition Wind Region Applied Load Overhang L'and!Uon NONE V4- 2'-0" 3'-0" NONE t'-0" 2'-0" 3'4" 102 M.P.H. 17 1T5- 17'.7- 17'.11- 18'S- 102 M.P.H. 29 13'4- 13'6' 13'.11 14'-0- 110 M.P.H. 20 16'-1' 16'3' 16'.7- 17--2- 110 M.P.H. 35 12'-2' 1214' 12'-10- 13'.7- 120 M.P.H. 23 15'-0' 15'.2- 15'6' 16'-2" 120 M.P.H. 41 11'3- 11'-5- 11'-11- 12'.9" 125 M.P.H. 26 14'-1' 14.3- 14'.8" 15'4" 125 M.P 4 10'-9- 10--11- 11'S- 12'3- 1/0 MP.H. R 12'-11' 13'4" '-' 9'T 9'-10' 10'S' 114'12'-9" IS" x 48" x 0:024$ Roof,P,anel,with;RiValue of 19.30' Open:Buildin sr'-- Enclosed Buildings Wind Region Applied Load Overhang ContllUon Wind Region Applied Load Overhang Condition NONE 1'-0" ,2'.0 I T-0" NONE 1'-0" 2--0" 3'-0" 102 M.P.H. 17 22.4- 2T.2- 22'6- 22'.11' 102 M.P.H. 29- 16'-11' 17--1- 17'4- 17'.11' -110'M.PiHi 20 20'5- 20'6' -20i9-j 21.3- 110 M.P.H. 75 15'-5' f5'-T 15%11' 16'6" 120 M.P.H. 23 19'-0' 19--1- 19=5- 19'.11- 120 M.P.H. 61 14'3' 14'S' 14--9- 15'.5- 125 M.P.N. 26 17A I' 17--11' 18'4- 18'-10- 125 M.P.H. 45 13'-T 13'-9' 14'-2' 14'-10' 140 M.P.H. 32 16'-1' 16'3' 16'-7- 17'_2- 140 M.P.H. 56 12'-2' 6" x 48" x 0.024" Roof Panel with R Value of 23.16 Open Buildings Enclosed Buildings Wind Region Applied Load Overhang Condition Wind Region Applied Load Overhang Condition NONE I V-0" 2'0" 3--0" NONE I V-0" 1 2--0-- 3.0" 102 M.P.H. 17 26'3- 26'4- 26'6' 26'-17' 102 M.P.H. 29 20'-l' 20--2- 20.6- 0-1 110 110 M.P.H. 20 24'-2' 243 24'6' 24'-11" 11a M.P.H. 35 18'3' 18'S' 18'-9' 19'3- 120 M.P.M. 23 22'-7- 22'-8' 22'-11' 234' 120 M.P.H. 41 16'-11' 17'-0' 17'-4- 17'.11" 125 M.P.H. 26 21'-2- 21.4- 21'.7- 22--0- 125 M.P.H. 45 16'-1- 16.3- 16'-7- 17--2- 140 M.P.H. 72 19'-1' 19'3' 19'6' 20'-0' 140 M.P.H. Sfi 14'S' 14'-7' Notes: For Life Load+Dead Load requirements the following comers ion applies. For panel span use 'Room Projection'+'Olerhang' (See drawings). Panel span under wind load is from attachment point on ers Ong building to front wall add overhang de Lawrence E. Bennett, P.E. P.O. BOX 4368, SOUTH DAYTONA, FL 320 TELEPHONE (804) 767-4774 FAX (904) 787-SSW ALUMINUM BUILDING SYSTEMS WHITE ALUMINUM PRODUCTS, INC. 1107 North Thonlae Road Leeedry FL 34748 Telephone (362) 787-7708 FAX (362) 787.4517 Florida 1.80D-342-0077 National 1-800-874.0002 PAGE © COPYRIGHT 1888 126 1 NOT TO BE REPRODUCED 14 WHOLE OR N PART WITHOUT TTE WRl rEN PEAM99gN OF LAWF04CE E. BENNETT. PE ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS I SECTION 2 ll Table 2.2.2: Allowable Attributable Roof Area per Post for Carports, Patio Covers, and other Open Buildings - ALUMINUM POSTS Aluminum,PostJ'J Wind Load = 102 MPH 7 1s10 MP.HQ 120 MPH 1 125 MPH 1 140 MPH Applied Load = 17 #/Sq. R. I 20'il/Sq. RT 23 #/Sq. R. I 26 #/Sq. R. I 32 #/Sq. R. 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 Alloy6063 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 1 151 1 131 1 116 95 17'-10" 2,268 133 1 113 1 99 1 87 71 —Height Load in Lbs 3" x 3" x 0.125" Hollow Extrusion -Aluminum Alloy 6063 T-6 13'4" 6.912 407 346 1 301 266 216 16'-1" 5,184 305 259 225 199 162 18'-4" 4,032 237 202 175 155 126 20'-7" 3,024 178 1_ 159—t---131 116 1 95 Height._, Load in Lbs 4" x 4" x 0.125" Hollow ExtrusionT Aluminum Alloy 6063 T-6 15'-9" p 9,312 548 1 466— 405 358 291 18'-5" 6,984 411 349 304 269 218 21'-0" 5,432 320 272 235 209 170 23'-8" 4,074 240 204 177 157 1 127 Steel Post Wind Load = 102 MPH 110 MPH 120 MPH I 125 MPH 1 140 MPH Applied Load = 17 #/S . R. 1 20 #/S . R. 23 #/S . R. 1 26 #/S . R. 1 32 #/S . R. 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" 10,050 591 503 437 386 314 2V-9" 7,430 437 372 323 286 232 23'-9" 5.638 332 282 1 245 1 217 176 25'-9" -4.371 257 1 219 1 190 1 168 137 Height Load in Lbs 3" x 3" x 11 Gauge Post - 46 k.s.i. Steel 19'-8" 15,870 934 794 690 610 496 21'-7" 11,730 690 587 510 451 367 23'-6" 8,970 528 449 390 345 280 25'-6" 6,900 406 345 1 300 265 216 Height Load in Lbs 4" x 4" x 14 Gauge Post - 46 k.s.i. Steel 26'-8" 12,650 744 633 550 487 395 29'-3" 9,350 550 468 407 360 292 32'-0" 7,150 421 358 311 275 223 34'-8" 5,500 324 1 275 239 212 1 172 Lawrence E. Bennett. P.E. P.O. BOX 4369, SOUTH DAYTONA, FL 321M TELEPHONE (904) 797-4774 FAX (904) 767-OSW COPYRIGHT 1098 O NOT TO BE REPnROODWED IN WHOLE OR IN PART PART WRHOUT THE WRITTEN PMWSS*N OF LAWW4W E BETT, PE I PAGE 63 West 14.50' of the East 104.50' of the Vest 145.00' of the South 188.00' of the North 200.00' of the North 1/2 of Lot 14 Lot 15 Boundary Survey ),in1 5. L�AR.rF i AvF WPP T OHUL S. RMarket22Aven- Sie��l.j Septic T Area Post 3A.07' ;n1 91 S89°4 '51 iv C/S Ramp 1—Story Metal Warehouse 104.50 Lot 14 EP EP ANC (R/V) VPP 4.56' CLF VPP �-OHUL Lot Cc O 14 The East 90.00' of the North 200.00' of the w Vest 145.00' of Lot 14 "' Less the North 12.00' a 1n 4.18' ­375"ence Wpp Encroachment _BA lam(tqa2 ALUleiI'NyM