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HomeMy WebLinkAboutEngineering . .5 MAXIMUM WIND PRESSURE .a.f.) CONNECTION CAPACITY SCHEDULE CONNECTION CAPACITY SCHEDULE AND CORRESPONDING MAXIMUM (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/FT) (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/FT) SLATS SPANS SCHEDULE. FOR MIN. EDGE DISTANCES SHOWN ON ANCHOR SCHEDULE FOR CONCRETE & CONCRETE BLOCK FOR SHORTER E.D. (2" FOR A. 2 1/2" FOR B & 2 1/4" FOR C ANCHORS) MNU MCCUUM sell SPANS A MAIL u - THAN MIN. E.D. SHOWN ON ANCHOR SCHEDULE CON. ANCHOR CONCRETE CONCRETE BLOCK STEEL WOOD PRESSURE PRm R ANCHOR ANCHOR CONNECTION ANCHOR CONCRETE CONCRETE BLOCK TYPE SPACING ANCHOR TYPE ANCHOR TYPE G.+) n-1 TYPE TYPE TYPE SPACING ANCHOR TYPE ANCHOR TYPE 30 psf 144.0" 144` 180 Ib ft A B C A C E A C F 60.0" 60" 88 Ib ft 9 425 LB/FT - 388 LB/FT 157-LB/FT 134 LB/FT 256 LB/FT 397 LB/FT A B C A C 35 psi 100.0" 100 146 Ib ft Cl 6 473 LB/FT - 418 LB/FT 236 LB FT 202 LB/Fr 383 LB/FT 432 LB/FT Cl 9 417 LB FT - 388 LB FT - 134 LB FT 144' 144 210 Ib ft 12 387 LB FT 334-LB FT 166 LB FT 142 LB FT 271 LB FT 347 LB FT 6 461 LB/FT - 41 B LB FT - 202 LB FT -- --- 60.0"- -60' 100 Ib ft C2 9 456 LB FT - 362,LB FT 250 LB FT 190 LB FT 318 LB FT 380 LB FT 12 375 LB/FT - 334 LB/FT - 142 LB/FT 4o psf 1144- 100' 240 Ib ft 6 525 LB/FT - .419 LB/FT 312 LB/FT 285 LB-FT,353 LB FT 443 LB FT C2 9 417 LB/FT _ - 362 LB/FT - 190 LB/FT 60.0" 60 0" 115 Ib ft 9 390 LB/FT - 309 LB/FT 157 LB/FT 134 LB/FT 257 LB/Fr 329 LB/FT 6 502 LB FT - 419 LB/FT ' - 285 LB/FT 80.0" 80.0" 154 Ib.ft C3 6 496 LB/Fr - 375 LB/FT 236 LB/FT 202 LB/FT,298 LB/FT 405 LB/FT, 9 372 LB/FT - 309 LB/FT - 134 LB/FT 46 psf 97.0" 97.0' 187 Ib ft 3 813 LB/FT - 572 LB/FT 326 LB/Fr 304 LB/Fr 418 LB FT 631 LB/FT C3 6 469 LB/FT - 375 LB/FT - 202 LB/FT 115.0" 115.0" 221 Ib ft 9 466 LB/FT - 370 LB/FT 157 LB/FT 134 LB/Fr 256 LB/FT 393 LB/FT 3 760 LB/FT - 572 LB FT - 304 LB/FT 144' 144" 276 Ib ft C4 6 592 LB/FT - 448 LB/FT 236 LB/FT 202 LB/FT 357 LB/Fr 483 LB/FT' 9 445 LB/Fr - 370 LB FT - 134 LB/FT 60.0" 60.0" 125 Ib ft. 3 972 LB/FT - 682 LB/FT 389 LB/FT 364 LB/FT 500 LB/FT 753 LB/FT C4 6 _ 561 LB/FT - 448 FT - 202 LB/FT 89..0 -89.0".- 208lb187 ft-- 9 281 LB/FT - 224 LB/FT 81 LB/FT 83LB/FT 143 LB/FT 103 LB/FT 3 912 LB/Ff - _682 LB/FT - 364 LB/FT _ - 50 psf 100.0"' -100.0' -208 Ib/ft C5 6 421 LB - 9 226 LB/FT - '22 FT" - 83 LB Ff 120.0" 120.0" -250 Ib ft LB/Fr 334 LB/FT. 122 LB/FT 125 LB/FT 214 LB/FT 155 LB/FT / 144" 140' 300 16111 3 843 LB FT - 670 LB/Fr 243 LB/FT 250 LB/FT 432 LB/FT 311 LB/FT C5 6 339 LB/FT - 34 LB - 125 LB/FT 60.0" 60.0" 138 Ib ft 9 273 LB/Fr '325 LB/FT 215 LB/FT - - 13B LB/FT 102-LB/FT 3 681 LB/FT - 670 LB - 250 LB/FT 81..0 81.0" 187 Ib ft C6 6 410 LB/FT 487 LB/FT 323-LB/FT - - 207 LB/FT.153 LB/FT 9 221 LB/FT 251 LB/FT 215 LB/FT - - 55 psf too.0" 00.0' 229 Ib 3 822 LB/Fr• .975 LB/Fr 648 LB/FT - - 414 LB/FT 307 LB/FT C6 332 LB/FT 378 LB/FT 23 LB - - 120.0' 20.0' 275 Ib f 4 269 LB/FT 301 LB/FT 183 LB/FT - - 114 LB FT 153 LB/FT 3 663 LB/FT 756 LB FT 646 LB 137" 134 D Ib ft / 60.0" 60.0" 150 Ib ft C7 3 358 LB/Fr 402 LB/FT 244 LB FT - - 152 LB/FT 204 LB/FT C7 4 232 LB/FT_' 236 LB/FT. 183, /FT - - 80.0" 80.0" -Ib ft- 2 - - - - - - 305 LB FT 3 310 LB/FT 315 LB/FT 244 LB/Fr - - 60 Psf . 100.0" 1D0.0" 250 Ib ft 12 491 LB/FT' 596 LB/FT"'-409 LB/FT - - 265 LB/FT•168 LB/FT 12 388 LB/FT 460 LB/FT, 409 LB/FT - - 115.0" 115. Ib tt - C8 8 736 LB/FT 894 LB/FT ,614 LB/FT - - 397 LB/FT 252 LB/Fr C8 8 582 LB/FT 691 LB/FT 614 LB/FT - - 9.0 19.0 160 lb It 6 982 LB/FT 1194 LB/FT 819 LB/FT - - 530 LB/Fr 336 LB/FT 6 777 LB/FT 921 LB/Ff 619 LB/FT - - 59.0" 59.0" 160 Ib ft ' 65 psf 92.0" 92.0" 249 Ib ft 100.0" 100.0" 271 Ib ft MIN, SEPARATION TO GLASS SCHEDULE ANCHORS SCHEDULE OSEE GENERAL NOTE C.2 ON SHEET 1 126` 123" 360 Ib ft _ 60.0" 60.0" 175 lb ft ANCHORS ANCHORS MIN. E.D. MIN. SPACING 70 psf 100.0" 100.0 292 Ib/ft SLAT HIGH VELOCITY NON HIGH VELOCITY TYPE DESCRIPTION CONC. C.BLOC9 WOOD STEEL CONC. C.BLOCH WOOD STEEL 121" 118' . 374 Ib ft SPAN HURRICANE ZONE HURRICANE ZONE 59.0" 1 59.0.` 187 Ib ft ZONE 1,2,3 ZONE 4 A 1/4"0 TAPCON W/ ADVANCED 3.50` 2.50" O N/A 4.00° 4.00" N/A N/A 75 psf 1DtO 100.0" 313 Ib ft THREADFORM TECHNOLOGY 117' 1I ? 387 Ib ft 5'-10" 2 1/2" 1" 2 5/8" AS LESS 9 1/4" 0 x 3/4' SOLID SET 3.50" 3.50` N/A N/A 3.00' 3.00' N/A N/A 80 st 113' Ili" b ft 90 sf 107" 04" 4 lb/ >5'-10" 0 s 101" 99" 447 Ib 2 5/8" + 1" 2 3/4'+' 110 psi 94" 90 468 Ib-ft TO 8'-3" C 1/4" 0 CRETE-FLEX 3.00" 3.00° O N/A 3.00", 3.00' N/A N/A 120 psf 87" 82" 484 Ib ft 1/4" 0 TTW-BUILDEX 130 psf 80" 76" 483 Ib ft >8-3" 3 1/2' 1" 3 5/8" E TEK SCREWS N/A N/A N/A 1.00` N/A N/A N/A 2.00" TO 12'-0"140 psf " " 484 Ib"ft F #14 NDS WOOD SCREWS OR N/A N/A I? N/A N/A N/A 2.00 N/A 69 66 150 psf 69" 66'_ 483 Ib ft 1 4` NDS LAG SCREWS 160 psf 1. 65" 62" 483 Ib ft A AS DEFINED BY ASTM E-1996 STANDARD. ANWn, + EXCEPT THAT 3 5/6" SHALL BE USED +NNll11111FFTT FLORIDA BUILDING CODE(HTph& Non Hlph VNooRy Hurdoone Iona) L+:MAXIMUM ALLOWABLE PRODUCT SPAN FOR A FOR MOUNTINGS AS PER SECTIONS 3, `� �E,,'..• •••../TJ�i� 02020 mTECO INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM CP`wN By' GIVEN 4 POSITIVE A.S.D DESIGN PRESSURE RATING. 4A & 7A �� P _ L-:MAX.ALLOWABLE PRODUCT SPAN FORA , . M.P ,ya:•'��UENS % GIVEN NEGATIVE A.S.D.DESIGN PRESSURE 7/10/2020 RanNG. 0.44167 = 1 E C®lNe. FOLDING SHUTTER CORP. DATE FOUL MAXI1111M ALLOWABLE PRODUCT SPAN IS �7 T ZTESnNO&ENGINEERING COMPANY 1892 MARTIN N/Rmi KING JIL IIWO EQUAL TO THE MINIMUM DETERMINED PRODUCT / * Lul� )e1 tm.�' •n at® 'Disc PAW BEACIA 6 1 CmXm-tmt P1! M KAM-FL S 20-180 SPAN BETWEEN"L+"AND'L-'. -a'• STATE OF -me11,mt-oad.- trtrtrfetmwhuR.n.00m DRAWMO Na CA-0G06712 P.E' --WALTEA-A.-TXLT-dr--P.E N •,.t`q ` FLORMA Ua 0"167 m rsstn /1 as - SNEET 13 OF 17 _���' ^� .". r�" �^ Design Wind Pressure(PMAX+, PMAX-): h!560 ft. h>60 ft. CORPORATE OFFICE: . v w Max Positive Pressure(PMAx+) PMAX+ = gh(ec GCppos + GCpi) PMAX+ = gh(9c GCppos + GCp) 160 SW 12th AVE, SUITE 106 DEERFIELD BEACH, FL 33442 Max Negative Pressure(PMAx-) PMAx-= gh(9c GCpneg-GCpi) PMAx-= gh(Ac GCpneg-GCpi) (954) 354-0660 1 (866)396-9999 TEAM@ENGINEERINGEXPRESS.COM ENGINEERINGEXPRESS.COM Device Calculations: ASCE 7-16, Chapter30,AU Subsections Wind Load Calculation # Size Zone Elevation Area Arear KZ q� GCp+ GCp- Pmax Pmu-, ASCE 7-16 Ch 30 Wind Loads-Components&Cladding (W x H) (ft) (ft2) (ft2) (lb/ft ) (lb/ft ) 7th Edition(2020)Florida Building Code 1 60 X 75 Int 7 31.25 13.02 1.03 61.03 0.9 -0.9 41.0 -56.1 -Site-Information - 2 130 x 104 Int 7 93.89 39.12 1.03 61.03 0.8 -0.8 37.3 -52.4 3 60 x 75 End 7 31.25 13.02 1.03 61.03 0.9 -1.7 41.0 -99.6 Owner: Hammel, Kathleen 4 128 x 104 Int 7 92.44 37.93 1.03 61.03 0.8 -0.8 37.3 -52.5 5 72 x 75 Int 7 37.50 13.02 1.03 61.03 0.8 -0.9 40.4 -55.5 Wind Speed(VuLT): 165 MPH 6 72 x 103 Int 7 51.50 24.56 1.03 61.03 0.8 -0.8 39.3 -54.4 Exposure Category: D 7 72 x 103 Int 7 51.50 24.56 1.03 61.03 0.8 -0.8 39.3 -54.4 Velocity Pressure Coef.(Kh): 1.50 8 108 x 103 End 7 77.25 27.00 1.03 61.03 0.8 -1.5 37.9 -87.6 Directionality Factor(Kd): 0.85 9 108 x 103 End 7 77.25 27.00 1.03 61.03 0.8 -1.5 37.9 -87.6 Topographical Factor(Kzr): 1.0 10 72 x 103 Int 7 51.50 24.56 1.03 61.03 0.8 -0.8 39.3 -54.4 11 60 x 75 Int 7 31.25 13.02 1.03 61.03 0.9 -0.9 41.0 -56.1 Structure Information £rA, 10 9 rara� ti0 a p�4 zo^e ® I� T Risk Category: Building Classification: E Enclosed �\�V Int.Pressure Coef.(GCpi): 0.18 0 O p� Mean Roof Height(h): 130 ft. 0` 0 Roof Slope(0): Flat \ ® r Roof Slope Coefficient(0c): 0.9 ` Min.Building Dim.(L): $0 ft. z End Zone Distance(a): 8 ft. -� �i Preparedinaccordancewith:ASCE7-16. 1,THBNFORMATIONENTENDEDTOPROVDEDESIONPRESSURESFORTHEPURPOSEOFTHENSTALLATIONOFGLAZElUNRS&OPENNG PROTECTION AS PROPOSED AND PROVDEDBY Richard Neet',P.E.[FL PE 86488]..• - Ch30.Wind Loads-Components&Cladding OTHERSNOCERTFCATDN.EmiER E RESSED OR N.PLED,BOFFEiED ASTO THEVALDBYOR APPLCABLRYOFANYPROPOSED SYSTEMOR COMPONENT USED ALONGWTTH THESE - NQ�LMODUCTSSHALLBENSTALLED N MCTACCORDANCEWRH VALID FLORDAPRODUCTAPPROVALSMD MUSTMffTTHESEPRESSIRESFORTHEGIVEJ SZE � 7th Edition(2020)Florida Building Code 2.NOCERTFDATONORREVEWSOFFEREDTNATTHEPROPOSEDUNRSMEETANYMRESSREOUIRWENTS4LE13RESSEWESARETOSEADDRESSE)SYTNEPEIMRTN000NTRACTOR - MDTHE LOCAL SULONGOFFICIAL - - 3.THEHOSTSTRUCTUREEASSUMEDTOBEADEOUATETOWITHSTANDTHELOADSMPoEDBYTH SEDESOAS NWORKBB AGESBCSTNGFRANNG,OROPFNNOSDESDNMMDCERTFED Design Pressure ASD(allowable stress design) BYAN ENGINEER OF RECORD(EOR).THECONTRACTORRULDNG OFFICIAL SHALLVERFYTHATTHESUBSTRATEE:(POSED OURNG WORKESOUND FOR INSTALLATION OFTHG SYSTEM.IF Wind Velocityis VOLT ultimate DEFCENCESAREFOUND N THEEXISTNGHOSTSTRUCTURE THEEJGNEEIOn THEEOR SHALLBENOTFED BEFORECONTNUNGCONSTRUCTDN AND RESERVESTHERIGHTTO RE (ultimate) NSPECTANDREEVALUATE DESGN.NO WARRANTY.ETHER EXPRESSED OR IMLED,ECONTANED HEREN. q@� V ASD=SgCI(O.6`I`VOLT) , THEEI�GNEEAED OESIGNNSAFIESHOWNGONTR/OTOR ETILLUSTRATED�OVERFYALL FELD DMEN 5 FORCESAND OTHER 0 BPROR ONGTALLATD NYSLIGHTLY.TOIHEEMEITTHATTHEOPENNGAA EAENOTSWLLLER 7HAN 5%OF - _tr''- _�_ __ _ S.ENGINEER SEAL AFFM HERETOVALDATFSSTRUCTURAL DESIGN ASSHOWN ONLY.USEOFTHESPECFCATDN BYCONmA TOR,eTaLNDEMNFESSSAVESHMR ESSTHEENGNEER FOR - - 02021E-Tem est.com ALLCOST&DAMACaESNCLUDNGLEOALFEES&AFPELLATEFEESRESULTNGFROMMATERVLLFABROATON,SYBTRMMTON,BCONSTRUCTONMi TOESBEYONDTHATWHOHE p CALLED FOR BYLOCAL,STATE&FEDERALCODFS&FROMDEYMTDNSOFT lSR . __ - 1D:foldings)tutter-P12222020003 & NOT BEHELD RESOENG ENSBLEOR LMEXE N ANVWAYFOR ERRONNBOUSOR N/LCU ATEDATAORMEASUREMENTSWORONC KSHALFLBEAFELD VERIFIED PROM CONSTRUCTDN.E NEERNG EXNt ESSSHALL BENOTFEO AND GME!AN OPPORTUNRYTO RE-EVALUATEOUR WORKUPON DBCOVEiYOF MYNACCURATENFORMATON PRIOR TO MODIFICATION OF E)WNG FELD CONDRONSANDFABRCATDNANDNSTALLATIDNOFMATERIALS Cert of Auth#9885-WITH:ENGINEER,SEAL 02/16/2021 Page 1 of 1 7.E%CEPTfSRPRESSLYPROVOEDHEREN.NOADDrMNALCEATFEATONSORAFFNMATONSARENTENDED. VALID FOR(1)JOB ONLY 'ALTERAMNS ADDNON%OR OTHER MARKNGSTO THE DOCUMENTARENOTPEAMRTED AND NVALDATEOUR CERTIFICATION'