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HomeMy WebLinkAboutPROJECT INFORMATIONt OS I E iySWisl ' 7(1uno�g.. 41 eee.aa F 'I ' Lr1iI n'i �e, of r g ASCE 7 10'Design Wind Loads in'd speed-v=. 170 mph Exposure D For Wall Components b Cladding AUG I,0 2&SDyLoad Combination Coefficient: 0.6 Wind Pressuresl[psf] For use with Allowable Stress Design . Itic Ti.o _ l<d - 0.135 Enclosed Bldg ccpi = 0.16 Mean Tdburaryareaatleast... 10sgft Triburaryareaa ust... '16RNNVQ ;Tribuary area at least 20sgft .Triburaryareaatleast 25sq ft' Triburary, area at least 30sg$ '� SX beas� LI tY' Tributary area at least 40 sgft Triburary area at least 50sgft Roof Neigh[ Zone4; Interior Zone Comer Zone4 Interior Zane 5'- Corner _ Zone4 Interior Zone Comer Zone4 Interior Zone Corner Zone4 Interior , ZDIne5 Coiner Gk ZonBy �I - o Zone I Corner Zone4 Interior Zone Comer Zone4 Interior Zones Comer IS ft +45.9 -09:8 45.9 -61.4 +44.7 48.5: +44.7 -59.0 43.8 -07.7 +43.8 -57:3 43:1 -47.0 - ;+43.1 -56.0 +42:6 -06.5 42.6 -54.9 +42.1 36.0 +42.1 -53.9 41.7 -05.6 +41.7 -53.2 41.1 -05.0 41.1 -51.6 16 ft +46.4 -50.3 +46:4 -62.1 +45.2 -49.1 +45.2 -59.7 +44.3 -48.2 +44.3 -57.9 +43.6 47.6 +43.6 .56.6 +43.1 -47.0 43.1 -55.5 42.6 -46.5 42:6 -54.6 +42.2 -46.1 +42.2 -53.-52 9 1.5-05.5 .4 17 ft +46.9 -50.9 +469 .62.8 +45.6 -49.6 +45.6 -60.3 +44.848.7 +44.8-58.5 +44.1-48.1 ,+44.1 -57.2 +43.5-47.5 43.5 -56.1 +43.1 -47.0 ,+43.1 -55.1 +42.7-46.6 +42.7 -543 +42.0-45.9 +42.0-53.0 18 ft +47.3 -51.4 +47.3 -614 i46.1 -50.1 +46.1 -60.9 +45.2 -49.2 +45.2 -59.1 +44.5 -48.5 •+44.5 -57.8 +44.0-48.0 +44.0-56.6 +43.5 -47.5 +3.5-55.7 +43.1-47.1 +43.1 -54.9 +42.4-46.4 +42.4-53.5 +48 2 -52:3 +46:2 -64.6 +47.0 .51.0 47.0 .62.0 +46.1-50.1 +46.1 -60.2 +45.4 -49.4, : '+45.4 -58.8 +44.8 -48.9 +44.8 -57.7 +44.3 -48.4 N3 -56.7 +43.98.0 +43.9 -55.9 43.2 -47.3 +43.2 -54.5 ..it +49.0. -532 49.0 -65.6 +47.7 -51.9 +47.7 -63.1 +46.8 -51.0 46.8 -61.2 +46.1 -53 ' +46.1 -59.8 +455-49.7 +45.5 .58.6 +45.0-49.2 +45.0 -57.7 +44.648.8 44.6 -56.9 +43.948.1 +43.9 -55.4 24 ft +49.8 -54.0 +49.6 -66.6 +48.5-52.7 +48.5-64.0 +47.5 -51.9 +47.5 -62.2 +46.8-51.0 ,+4.8 -60.7 +46.2 -50.4 +46.2-59.5 +45.7.49.9 �5.7 -58.5 +45.3 -49.5 +45.3 -57.7 +44.648.8 +44.656.2 25 ft +50.1 -54:4 +50,1 -67.1 +48.8-53.1 +48.8 .64.5 +47.9 -52.1 +47.9 -62.6 , -+47.3 -41.4 +47.1 -61.2 +46.6 -50.8 . +46.6 -60.0 +46.0 -50.3 46.0-59.0 +45.649.9 +45.6 -58.1 +44.9 -09.1 +44.9 -56. 26 ft +50.5 +50.5 -67.6 +49.1-53.4 +49.1-64.9 +48.2 -52.5 +48.2-63.0 +47.5 -51.7 :+47.5 -61.6' +46.9 -51.1 +469 .60.4 +46.4-50.6 +46.4-59.4 +45.9-50.2 45.9 -58.5 +45.2 49.5 +45.2 -57.0 28ft +511 55;s +51;1 -68.5 +49.8 .54.1 +49.8 .65.8 .8 53. .+48.8 -63.9 48.1-52.4 +8.1 -62.4 +47.5 -51.8 -61.2+7.0 -51.347.0-60.1+46.5 -50.9 +46.5 -59.2 +45.8 -50.1 +45.8-57.8 30ft +51.7-56.1 +51.7 -69.3 , +50.4-54.8 +50.4-66.6 49.4 -53.8 49.4-64.6 ,48.7 -53.0 +48.7 -63.1 48.1-52.4 +48.1 -61.9 47.5 -51.9 47.5-60.9 47.1-51.5 47.1-60.0 46.3 -507 46.3-58.5 32 ft +52.3 -70.1 +51.0-55.4 +51.0-67.3 +50.0 -54.4 +50.0 -65.4 '49.2 -53.6 +49.2 -63.8 48:6 -53.0 .+48.6 -62.6 48.1 -52.5 +48.1 -6L5 47.6 -52.0 47.6-60.6 46.9 -SL3 1 46.9-59.3 34ft +52.9-57.4 +52.9 -70.8 +51.5 .56.0 +51.5 -68.0 +50.5 -55.0 +50.5 -66.0 49.7 -54.2 49.7 -64.5 49.1 -53 44.1 -63.3 +48.6 -53.1 +48.6 -62.2 +48.1-52.6 48.1 -61.3 7.4 -51.8 +47.4 -59.7 35ft +53.2 -577 32 -71.2 1 +51.8 -56.3 +51.9 -6&4 i50.8 -55.3 +50.8 -66.4 +50.0 -54.5 +50.0 -64.8 49.4 -53.9 49.4 .63.6 48.9 -53.3 48.8-62.5 +48.4 .52.9 48.4-61.6 7.6-52.1 47.6 -60.0 36ft +53 4 -57:9 +53,4 -71.5 ! +52.0 -5.6.5 +52.0 -68.7 +5i.0 -55.5 +51.0 -66.7 +0.2 -48 +50.2 -65.2 49:6 -54.1 49.6 -63.9 49.1-53.6 +49.1 .62.8 48.6 -53:1 8.6 -61.9 7.8 -52.4 47.8 -60.3 38 ft +53.9 -58:5 +53.9 -72.21 +52.5 -57.1 '+52.5 -69.4 +51.5 -56.1 +51.5 -67.3 -55.3 +50.7 -65.8 +50.1 -54.6 +50.1 -64.5 49.5-54.1 +49.5 .63.4 49.1 -53.6 49.1 .62.5 8.3 -52.8' +49.3 -60.9 40 ft +54.4 -59.0 +54.4 -72.8 +53.0-57.6 +53.0 70.0 +51.9 -56.6 +5L9 -67.9 +5L2 -55.8 1 +1.2-664 +50.5 -55.1 +50.5 .65.1 +50.0 -kIS +50.0-64.0 49.5-54.1 49.5-63.0 8.7-53.3 48.7 6L5 42ft +54.9 -5%5 +54.9 -73.5 +53.4-58.1 +53.4 -76.6 +52A -57.0 +52.4 -68.5 +56 -56.2 +50.955.6 +50.4 -5.6 +50.4-55.0 0.4 -64. 49.9-54.6 49.9 -63.6 9.1 -53.8 49.1-62.0 ' 44ft +55.3 :60.0. +55.3 74.1 +53.9-58.5 +53.9 -71.1 +52.8 -57:5 +52.8 -69,1 +52.0 -66:7 +52.0 -67.5 a51.4-56.0 +51.4-66.2 +50.6 -55.5 +50.8-65.1 +50.3 -55:0 +50.3 -64.1 9.5 -54.1• 49.5 -62.5 ft +55.5 -60:2 +555 74.3 +54.1 -58.6 +54.1 -714 +3.0 5 -57.7 +53.0 -69:3 +52.2 -56.9 +52.2 -67.7 +51.6 -56.3 +51.6-66.4 +51.0 -55.7 +51.0 -65.3 +50.S -55.2 +50.5 -64.3 97 -54.4 49] -62.7 +55.7 . -605 +55.7 -74.6 +54.3 -59.0 +54.3 -71.7 +53:2 -58.0 +53'ft -69.6 +52.4 -57. +52.4 -68.0 +51.8 -56.5 +51.j -66.7 +51.2 -55.9 +512 -65.6 +50.7-55.4 +50.7 -64.6 9.9 -54.6 49.9 -63.04 48 ft +56.2 -60:9 +56.2 -75.2 +54.7-59.4 +54.7-72.2 +53.6 .58.4 +53.6 -70.1 +52.8 -57.6 +52.8 -68.5 +521 -56.9 +92.1 -67.2 +51.6 -56.3 +51.6 -66.0 +51.1 -55.9 +51.1 -55.0 +50.3 -63.4 50 ft +56.6 -613 +6.6 -75.7, +55.1-59.9 +55.1-72.7 +54.0 '. -58.8 +54.0 -70.6 +53.2 -58.0 +53.2 -69.0 +52.5 -57.3 +52.5 -67.6 +51.9 -56.7 '+51.9 -66.5 +51.5 .56.3 +5L5 -55.4 +50.6 .63.9 52ft +56.9 -61.8 +56.9 -76.2•, +55.4 .60.3 +55.4-73.2 +54.4 -59.2 +54.4 -71.1 +53.5 -5, +53.5 -69.5 +52:9 -57.7 +52.5 -68.1 +52.3 -57.1 +52.3 -67.0 +51.8 .56.6 +51.8 -55.8 +51.0-64,3 54ft +57.3 -62 2 +57.3 -76,7 +55.8 -60.7 +55.8 -73 +54 2 +5.2 -57.0 52.2 -56.2 +51.3 -64.65 55ft +57.5 -62:4 +57.5-77.0 +56.0 -60.9 +56.0 -74.0 +54.9 -59.8 +54.9 -71.8 +41 -59 +54.1 -70.1 +53.4 -58.3 +53.4 .2 +52.3 -56.4 +5L5 -5.0 56 ft +57.7 -62:6 +57.7 -77.2' +56.2 61.0 +56.2-74.2 +55.1 -60.0 +55.1 .72:0 +54.2 -59.1 +54.2-70.4 +53.6 -58.4 +53.6 +52.5 -56.5 +51.6 -65.2 58 ft +58.0 -63.0 +8.0 -77,7,1 +56.5 -61.4 +56.5 -74.6 +554 -60.3 +55.4 -72.5 +54.6 59.5 +53.9 9 +52.8 -56.9 +52.0 -656 60ft +58:4 -63;3 +58.4 -78.2" +56.8 -61.8 +56.8-75.1 +11.7 -60.7 +55.7 -72.9 +54.9 -59.8 ,+54.9 -7L2 -57.2 +52.3 Ln O cemponenezarid Z J noted Q shall `ff W separate Z DLLJesign(ASD). •Design conforms to the Florida Building Code Sth Ed (2014). •Wind Speed noted above Is ultimate design wind speed i3-second gust). •Zones'4&5(°Interior"and°romer"eones, respecMely)are as shown to Valid onlywit ngineer'3 •Tabulated lesign wind loads are based on ASCE 7.10 specifications for •Plus(+)&minus(-)signs signify pressures string toward and away from the right, whom the dlmenslon'a' Is the minimum of l0% of the building's 1 cladding tiased ondesign criteria as noted herein, the eamdor mmpanent or cladding surface,respectively. 1 least horizontal dlmenslouor40% of the mean roof height, but never less signature& zed seal •Where this document is used for permit; epoicab0ry, of design cri[eda •Where'Mean (average)Roof Height',cannot be determined, peak mof than T-Vor4% of the lean horizontal dimension. 5� 76e 15 herein(Baslc Wind Speed, ExpcsOm Category, Risk Category, etc.) height shall be used, except that save height shall be used formof angle • This specification la valid only for use with structures NOT looted in the 1 be verified by the contractor & building official prior townstructlon. less than or equal to 106. Roundup tovalues shown upperone-halfofanisolaied hill, ridgeoresarpment, I _ tun'3 17 •Thlsspecification may beused in conjunction with engineering under •Wind pre ssures ere applicable to all building floors. • This specification is valid for use with buildings of a"glsk Category, raw Haland cerill aten(by this engineer or by others) using Allowable Stress • Tabulated wind pressures are valid for all roof slopes; no reduction for Including essential ficllitie-a and buildings or other structures that mot zlope510'has been considered. represent asubrtential hazard to human life in the eventof failure. Mom PaofPo Christie ill PE U • Referto the above -noted ASCE7 standard for descriptions and • Tributary Area noted intable (effective wind area) Is equal to the • Design b based on structure cl..M.ticn as Enclosed Bldg Peak HNpM FLPE#67382 #31124 definitions of all design criteria. minimum of [height awidth] car [ht x hi/ 3]. Rmmd down to values shown. . 1200N FedenlMwy, 420, Boa Raton, F333432 1 Copyright,02017 Easy Seals 'rev 0617 Doc Nb:A10LS.170D ' I Rm vAwr sm srxe 6 m NlLOAe K w m • mlm� 1R7 (./-) romrre � ML wane 4) MI 30 psf 144.0' 144" 180 ro ft 35 psf 601I"414�4-. 88 ro It lGo.O'146 ro R 144'210 M R b Pot 60A'100 Ib ft 00.0•167 Ib R 14P 240fi0A' psf 115ro k80.0' 4 Ib46 97.0' 187 Ib ft115.0• 221 Ib it 144'276 Ib ft SO psf 60.0' 60.0' 125 ro n 89.0' 89.0' 187 ID/it 100.0' t00.0' . 208 R ft 120.0' 120.0' 1 250 Ib ft 144- 140' 1 300 Ib R 55 paf 81.0' 81.0" 187 Ib k Ng ID R T 120.0' 2]5 Ib ft 3]' IN' 134' I330 Ib R EO psf 60A' 60.0' 150 ro n BOA' 80.0' 200 ID fL 000 1it0s..00' 250'le R 15 8 IN, 3 I 65 of 59.0" 59.0' 160 ID it 920' 92.0' 249 ID R 100.04 f0A0• 271 ID ft 126' 123' 360 Ib R 70 pot 80.0• 60.0• 175 Ib R 100.0' IO4A- 292 A R 121' Ila' 374 Ib R 59.0' 59.0' 167 ID R 100.0' 100.0- 313 Ib It I 11P 387 Ib R 113'111'40G ID ft 10T TOP 424 Ib R k75p.f 101" a9" 44'7 Ib ft 94' 90" 468 ro ft 8] aT 484 ro n 80' 76• 48J ro t ]4' 70' t 69' fi6' 481 LbR 65' 62' 483 ro ft e1mBs L4: 11AMNGM AL12 = FROGOCF $PIN TOR A (MN r'0591VE ASa De PI¢SSIIF[ IunIW. L--: Y11 Al1GRN3E PR[dlCf SPIN FOR A LMH NEGIINE ASA Ix51GR fPRSURE MM& f W]OINM M30MHE PImWCI SPAN 6 Of1B44NfD PRJpUCT joo n TO TIE VAN SPIN BE14'R11 _5 N1D L-'. CONNECTION CAPACITY SCHEDULE (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/FT) FOR MIN. EDGE DISTANCES SHOWN ON ANCHOR SCHEDULE CON. TYPE ANCHOR SPACING CONCRETE ANCHOR TYPE CONCRETE BLOCK ANCHOR TYPE I STEEL ANCHOR TYPE WOOD ANCHOR TYPE A B C A C E A C F 9 425 LB/FT - 388 LB 157 LB/FF 134 IB FT 256 IB/IT LB/FT_ 397 LB/FT c1 473 LB FT 418 LB/FT 236 LB/FF 202 LB/FT 383 LB/FT 432 LB/FT 12 387 LB FT - 334 LB FL 168 LB FT 142 LB FF 271 LB FL 347 LB FF C2 9 456 LB FT - b62 LB 250 LB FT 190 LB FT 318 LB FF 380 LB FF .6 525 LB/FF - 419 LB/FF 312 LB/FF 285 LB/FT 353 LB/FT 443 lB 9 390 LB/FT 309 LB 157 LB/FT 134 LEJU 257 LB/FT 329 LB/FT C3 6 496 LB/FT 375 LB/FT 236 LR/FT 202 LB/FT 298 LB/Ff 405 LB/Fr 3 .Eru Le/Fr 572 LB/FT 326 LB/FT 304 LB/FT 418 LB/FT 631 LB/FF 9 466 LB/FT NO LB/FT 157 LB/FT 134 LB/FT 256 LB/FT 393 LB/FT C4 6 592 LB/FF 448 LB/FT 236 LB/FT 202 LB/FT 357 LB/FT 483 LB/FT 3 972 LB/FT - 882 lB/FT 389 LB/FT 394 LB/FT 500 LB FF TOLB/FT 9 281 LB/FT - 224 LB/FT Ell LB/FT 83 LB/FF 143 LB/FF 103 LB/FF CS 6 421 IB/FT 334 LB/Fr 122 LB/FT 125 LB/FT 214 LB/FF 155 LB/FF 3 847 LB/Ff 570 LB 243 LB/FT 250 LB/FT 432 LB/FF 311 LB/FT 9 1273 LB/FT 325 LB/Fr 215 LB/FT - 138 LB/FF 102 LB/FF C6 6 410 LB/Flt 487 LB/FF 323 LS/FT - - 207 LB/FT 153 LB/FT 3 822 LB 975 LB/FT 648 LB/FT 414 LB 307 LB/Fr 4 269 LB/FT 301 LB/FT 183 LB/FF - 114 LB/FT 153 LB I C7 3 358 LB/FF 402 LB/FT 244 LB/FT - - 152 LB/Ff 2014 IB/FT 2 - - 305 LB/FT 12 491 LB/FT 596 lB/FF 409 LB/FT - 265 LB/FT 168 LB/FF O8 a 738 LB/FT 894 LB/FF 614 LB/FT - - 397 LB/FT 252 LB/FF 6 982 LB/FF 1194 lB/FF 819 LB FT - 53P LB/FT 336 LB FT SLAT NIGH V60CI1Y NON HIGH VELOCITY ZONE A SPAN HURRICANE ZONEHURRICANE ZONE 12.3 ZONE 4 5•-10" 2 1/2' 1" 2 5/8' PS LESS >5'-10' 2 5/8' } 1" 2 3/4'} TO e'-3" a. -3� 3 1/2' 1' 3 5/8• TO 12•-0" A AS DEFINED BY ASTM E-1996 STANDARD. + EXCEPT THAT 3 5/8- SHALL BE --- FOR MOUNTINGS AS PER SECTIONS 3. .4. 4A A: 7A. CONNECTION CAPAWY SCHEDULE (MAX. ALLOWABLE REACTION TOP R BOTTOM LB/FT) FOR CONCRETE @ CONCRETE BLOCK FOR SHORTER E.D. (2' FOR A 2 1/2' FOR B @ 2 1/4' FOR C ANCHORS) . nn. Fn 9.n nM AMMnR Sf:HFDIIIF CONNEC71ON TYPE ANCHOR SPACING CONCRETE ANCHOR TYPE CONCRETE BLOCK ANCHOR TYPE A I B A C a 417 tB FT - 388 LB/Fr - 134 LB FT C1 48 1 LB/FT 41 - 202 LB 12 375 LB/FF 334 LB/FT - 142 LB/Fr C2 9 417 LB/FT 362 LS/FT - ISO LB/FF 6 SD2 LB/FT 419 LB/FT - 285 LB/FF 9 372 LB/FF 309 LB/FT C3 1 6 469 LB/FT 375 LB/FT - 202 LB/FT 3 760 LB/FT 572 LB/FT - 304 LB FT 9 445 LB/FT 370 LB/FT 134 LB./Fr C4 6 561 LB/FT 448 LB/FT 202 LB/FT 3 912 LB/FT 682 LB/FT - 364 LB/FT 9 226'IB/FT 224 LB/FT 83 LB/FT C5 6 339 IB/Ff 334 LB/FT - 125 LB/Fr 681 LB FT 250 LB/FT 9 221 LB/FT 251 LB 215 LB/Fr - C6 6 332 LB/FT 378 LB/FT 3 663 LB/FT 756 LB 646 LB 4 232 LIS/FF 236 LB/FT 1113 LB/FT - - C7 310 lB FF 244 LB/FT 12 388 lB/ 460 LB/FT 409 LB/FT - - CB 8 582 LB/FT 691LB/Fr 614 LB/FT - - 6 777 LB/FT 921 LB/FT 819 LB/FT - ' ANCHORS SCHEDULE OSEE GENERAL NOTE C.2'ON SHEET 1 ANCHORS MIN. E.O. MIN. SPACING DESCRIPTION CONC. C.BLDCK WOOD STEEL CONC. C.BLOCK WOOD STEEL 1/4"0 TAPCON W/ ADVANCED �0'250" 0 N/A 4.007 COD- N/A N/A THRFADFORM TECFPIOLOGY1/4. E 0 x 3/4' SOUO SET 3.50" 3.50" N/A N/A 3.00- 3.00- N/A N/A 1/4" 0 CREFE-FLED! 3.00' 3.00• 0 N/A 3.00- 3.00" N/A N/A 11/K4 O5�BUILDEX N/A N/A N/A 1.00" N/A N/A N/A ZOO' F /14 NOS WOOD SCREWS OR N/A N/A 0 N/A N/A N/A 2.60" N/A P 1 NOS LAG SCREWS '{� N. T141i . FLORIDA BUI DwG CODE (" h Non K9D 1 GEN S '9�% ®�S TuOa Rc TBAH 11 FOLDING IMPACT PROTECTIVE TL f C 0,,.. FOLDING SNUfTEIt CORP. Hvriwle zAne 4AAM-' 41AaAs qR 15-014 OW.. am 13 .13 Customer: OCEAN TOWERS CONDO Wuikurder Number: 07182017007 N0301 Unit No. Wall Pressure Opening Width Opening Height Shutter Width Shutter Height Slat Length Anchor Spacing 1 51.8 106 81 126.5 83.5 80.25 9"o.c. 12"o.c. 2 45 105.75 81 126.5 83.5 80.25 9"o.c. 12"o.c. 3 45 105.75 80.25 126.5 82.75 79.5 9"o.c. 12"o.c. Customer: OCEAN TOWERS CONDO WorkOrder Number: 07182017007 N0301 Unit No. Wall Pressure Opening Width Opening Height Shutter Width Shutter Height Slat Length Anchor Spacing 1 47.8 106 81 126.5 83.5 80.25 9"o.c. 12"o.c. 2 41.9 105.75 81 126.5 83.5 80.25 9"o.c. 12"o.c. 3 41.9 1 105.75 80.25 126.5 82.75 79.5 9"o.c. 12"o.c. .., . Castle Impact Windows FACTORY DIRECT SINCE 1969 COMPLETE HURRICANE PROTECTION SOLUTIONS 7089 Hems"et Place West Palm Beach. FL33413 800.643.6371 Information Owner: Ocean Towers Condo(Clubhouse) Address: 9400 S Ocean Dr Jensen Beach, FL 34957 Information Wind Zone: 165 MPH. Exposure Category: D Minimum Building Dimension: 30 ft. Mean Roof Height: 15 ft. Risk Category: II Design Pressure Calculations Opening Number Location Zone Device Width (in) Devtee Height (in) Device Elevation (ft) Max Positive Pressure (psf) Maas Negative Pressure (psf) 1 End 106 81 7 38.2 -47.8 2 Int 105.75 81 7 38.2 -41.9 3 Int 105.75 80.25 7 38.2 -41.9 AUG 0 9 2911 PERfLI i?iB1G St. Lucie COUntp, FL Prepared in accordance with: ASCE 7-10, Chapter 30. Wind Loads - Components and Cladding. 51h Edition (2014) Florida Building Code. Page 1 of 1