Loading...
HomeMy WebLinkAboutPRODUCT APPROVAL'S^lorida Building Code Online 1 htips:l/www floridabuilding urg/pr/p app M.aspx?param=w+GEVX... BCI5 Home tog In User Re tan HotTbpics SuhMkSurch8rga oval SCANNED Y * USER: Pubic User ... .. +s' Product Appr .. Yd� • Product Aoornval Me iM > Praoou.-t or Aypkat on Sn�cn ��. ri✓�rrq<� ` FL # FLiZ'. Application Type Rev!: Code version 2017 Application Status Appri Comments Arch Ived ;sir "�``�.�• [ �yrf 3��n�`.'F1 � . �u+i:?,si'. �'.. �j.*... !`. ..... Stats & Pocts Potions FBC Staff 8CiS Site Map Unks Search 041mv Product Manufacturer Advanlced Hurricane Technology Inc. Address/Phone/Email 6063 Janes Lane Naples, FL 34109 (239) 594-7722 jzaba a@aol.com Authorized Signature 3-aim Zabale jzaba!la@aoi.com Technical Representative Davd Finnegan Address/Phone/Email 60631 Janes Lane Naples, FL 34109 (230 594-7722 FlnneganloflO@aol.com Quality Assurance Representative Address/Phone/Small Category Impact Protective Systems Subcategory Operable Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Fla IIda Professional Engineer ,Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Pedro De Figuereido the Evaluation Report i Florida License PE152609 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12%31/2018 Validated By Jesus Gonzalez, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL12550 R4 COI 17-888 CI.edf i FIL,E COPY oft I 3/29/2018, 5:15 PM. z1orida Building Code Online https://www.floridabuilding.org/prlpr app dtl,aspx?param=wGEVX... Referenced Standard and Year (of Standard) Standard Year ASTM E1886 2005 ASTM E1996 2006 ASTM E330 2002 TAS 201 1994 TAS 202 1994 7AS 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/18/2017 Date Validated 12/18/2017 Date Pending FBC Approval 12/20/2017 Date Approved 02/13/2018 Summary of Products FL O ' Mode4 Number or Name .. Descriptfim 12550.1 AHT Superspan . Impact Protective System '. Limits of Use Yrrstaltation Instructions Approved for use in HVHZ: Yes FL12550 R4 i7 17-6 Oi^lG.odf i Approved for use outside HVHZ: Yes Verified By: Pedro De Figuereido PE* 52609 Impact Resistant; Yes Created by Independent Third Party: Yes Design Pressure: +200/-200 Evaluation Reoorts Other: Product to be manufactured, designed and installed FL12550 R4 6EJ1-7-888 EER PAF as per dwg specification 17-888 Created by Independent Third Party: Yes CortaCt Us :: 2601 Blair Stone Road,Tillahassee R 32399 Phone: 950-487-1824 the State of Florida Is an AA)EEO employer. Coovr ht 2007-2013 State of Florida.:: Privacy Statement :: AccesSiti tty statement .: Refund staff meat Under Florida law, email addresses are pubic records. If you do not want your a -mat address released in response to a pubric-records request, do not send electronic Mai to this entity. Instead, contact the office by phone or by traditional mat. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effertive October 1, 2012, Icensees Ikensed under Chapter 455, F.S. must provide the Department with an email address rthey have one. The emats provided may be used for oftlal communication with the licensee. However emai addresses are public record, If you do not wish to supply a personal address, please provide the Department with an emall address which can be made available to the public. To determine r you are a licensee under Chapter 455, F.S., please click hers_. Product Approval Atccaappts; Creclir Card Safe of 2 3/29/201 S, 5:15 PM DESIGN SCHEDULE COMPONENT SLAT ALLOWABLE PRESSURE - TABLE t i GLASS SEPARATION. TABLE 2 1 TRACK REA ION - TABLE 3 7 TRACK ANCHORAGE STORM 10 11 1 NU MI: [-ALLOWABLE DI51GNCD PRE55URE AP.E FUNCTION OF THE LOWEST AW)WABIP 0E5IGNPD LOAD FOR EACH COMPONENT (51AT5, ANCHORAGE, STORM 5AR5 4 MULLIONS) 2- DESIGNED FRt55URG5 MUST NOT EXCEED 200 PSF. 3- FINISHED WIDTH (RV) MU5T NOT EXCEED 294-315'. GEMN RAL NOTES: (FLORIDA BUILDING CODE 2017 - Gth EDITION - t1VHZ $ NON HVHZ ) I - OrFINITION: THI5 PRODUCT 15 A ROLL UP TYPE DOOR 5Y5TEM; DESIGNED, CONSTRUCTED AND ERECTED TO EASILY ENCLOSE AN ARESp, PROVIDING PROTECTION PROM t1URKICANC FORCE WINDS AND WIND BORNE DFEIR15 WITHIN THE ALLOWABLE DESIGNED PRESSURES AND LIMITATIONS STATED IN THI5 APPROVAL. 2- POSTING A PERMANENT LABEL SHALL BE PROVIDED AS PM FBC. R SHALL BE —L06ATED-ON-THE BOTf'DM-OF-THEfiIOOD-FACWG THI 0nRI0RORROUF5-IDE-AND— A MINIMUM OF ONE LABEL FM OPENING. 3- LOADS: DESIGNED LOAD CALCULATED BASED ON THE A5CC 7-10 AND PROVIDED BY A PROf15510NAL ARCHIIECT OR ENGINEER POREACH SPECIFIC PROJECT. THE CALCULATED DESIGNED PRESSURE MUST NOT EXCEED THE ALLOWABLE PRESSURES FOR EACH PRODUCT COMPONENT TO BE USE[). 111E DM51GN PRf55URPS, AS DETERMINED FROM ASCE 7-1 O ARE PERMITTED TO BE MULTIPLIED 13Y O.G. 4- MATERIAL ALL EXTRUDED ALUMINUM 5HAPIES 5HALL BE MADE OF GOG3-Tr. OR AS NOTED. 5- FASTENERS: ASSEMBLY SCREWS AND ANCHOR5 SHALL 13E AS SPECIFIED IN THE CURRENT SET OF DRAWINGS. INSTALLATION AND LOADS AS PER THIS APPROVAL. G- USE: IT SHALL BE THE RE5PON51511ITY OF THE CONITRAGTOR, ARCHITECT OR ENGINEER OF RECORD TO VFRIPt' THE FOLLOWING: C.I - THE STABIUTY OF THE STRUCTURE WHERE THE PRODUCT 15 TO Be ATTACHED INSURING PROPER ANCHORAGE. G.2- THE SITE 5PEC(FIC PROJECT CRITERIA, SUCH AS BUT NOT L'MTTED TO, WIND L0905, LOCAL CODE REQUIRLWENT5, DESIGNED PRE55URE5 LTC. G.3- THAT THIS APPROVAL 15 ADEQUATE TO THE SPECIFIC PROJECT. 7- THE ROLL -UP MECHANISM (GEARS, MOTORS, SUPPORTING END PLATES) ARE NOT PART OP TH15 APPROVAL. MANUFACTURER ARE RESPONSIBLE TO SPECIFY 7HE5E COMPONENTS FOR PROPER DOOR OPERATION. 8- UMTTATION5: WHEN IT 15 REQUIRED, PRODUCT MUST BE INSTALLED OFFSET FROM GLAZING PRODUCTS A5 INDICATED PER TABLE 2. 9- D15CLAIMEP- ENGCO INC. HAS NO CONTROL IN THE MANUFACTURING ANWR PERFORMANCE OP THIS PRODUCE THESE GENERIC PLANS WERE ENGINEERED 1N ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICES AND TP5T DATA PROVIDED BY THE MANUFACTURER, TABLE 1 ALLOVOML.E DESIGNED PRESSURE FM MAX. ( IN) TT MAX. C IN) DESIGN RATING C PSF) 94 f8 t3D 273 264 ±33 249 240 t 8 225 216 t44 1 192 ±51 17 168 t62 153 144 175 141 132 t86 129 120 t98 117 108 ±113 105 96 ±133 93 t16 81 72 ±200 LINEAR INTERPOLATION BETWEEN ABOVE TABLE VALUES ARE ACCEPTABLE "rN526 TABLE2 GLASS SEPARATION (GS)- INCHES 9 LOAD TRACK TO TRACK (1N)* 4 TABLE 3 - TRACK REACTION (LB/M ILA, 0 7 X�OQ 'I u to GL455 SEPARATION (G5): Q F9,0000T tS GOAMW AS 'NON ?=U5'. THEREFOR[ GLAZING SEPARATION 15 NOT REQUIRED j u WITH FXCTTTIOu FOR THE FOLLOWING LOC.ATOttS: a > K I. HIGH VE=IY HURRICANE ZONES (HUNZ LU 15 M'AMI-DADE 4 HROWA.RD COUNTIES) LL —2-WiND-ZOk'E4-A5.Drri B=.IN.A5T r-1996.__ _ . __Z,h3 d 3- ESSENTIAL FACIUTI 5 AS DEFINED IN ASCL 7 V J 2 O r 6 J o 3- D� DOi Q?�� 84 9 10 144 2 5 V VY VX VY VX VY VX VY V V V VX VY 0 94 0 109 0 124 Q 13 5 4 4 4 13730 t L S 0 145 0 165 9 1 7 4 1 50 L38 0 160 0 192 142 204 8 1 27 L25 3990 L57 0 0 0 0 0 0 53 103 117 149 22 6 4 353 416 182 218 255 273 291 327 364 4 0 411 4 _4TF3a 4 4 50 546 563 D 207 2 3 32 924 307 7L 48 341 27 l056 qW. 165 290 447 325 1213 430 207 310 494 348 1246 460 1 249.331 542 371 f 325 37R 635 417 393 414 7 464 478 d 816 510 5021467 6 526 VY (Lb/ft) 58 496 2 Vx Itb/ft) VY (Lb/ft) CONTRACTOR TO VERIFY ABEDUACY OF STRUCTURE FOR MAXIMUM IMPOSED LOADS VY AND Vx 188 0 220 75 0 235 80 0 1251 90 1 0 292 100 0 314 I1() 345 113 0 354 120 0 376 L D 4 B 13 D 417 14 D 4 1 1 4 L 160 69 2 170 ISO I lI9 L 190 1 20 195 53 Z76- w Z Q 555myyy ul U T/L DO J S_J 0ZLj wm 00 Zw Q osj in 3IE Q NA DATE: 08JI Il15 DRAW NG ) 7-888 TYPICAL SINGLE UNFF ELEVATION CC or DD 9 4 F, AA BB = w or A cc _ or, DO z 1� J� - LrRACKD 0 TRACK <TT)—�-� WIDTH (fV) AA Or BB or cc or, DA 4 DE P TYPICAL MULTIPLE SPANS ELEVATION 4 � EAI INSET, PALL OR INSET, PALL OR R � VWTH INSIDE STORM BAR ONLY BUILT -OUT MOUNTS PO�8 BUILT -OUT MOUNTS No.526 CC or DD �a O O � AA or as or p = cc z or DO z _ - CC or DII SLAT SPAN SLAT SPAN — TRACK TO TRACK CTT) -FINISHED WIDTH CFW> TYPICAL MULTIPLE UNITS ELEVATION CC or DO 0 L F AA � or = w or, A = cc i or DD l� 1� D CC or DD TRACK TO TRACK CTTI) FINISHED WIDTH CFW) TRACK TO TRACK IIm FINISHED WIDTH (FV) TT1 = TT2 AA or, BB or CC or DD --TT DRII m AL AA OPTIONAL INSIDE STORM BAR SEE SHEETOr S 7, 8, S AND 10 BB FOR DESIGN j 44 z z m or INSET, WALL OR cr7j% o 0 BUILT -OUT MOUNTS INSET, WALL tlR 10 CC � �BUSLT-OUT MOUNTS j——TT--"� Q lu' 0 0 0 lu D5§d Z z Z Liap W 0 0 w 1 Z 4 V a 0 � WALL INSET BUILT -OUT Z) O MOUNT MOUNT MOUNT 2 OZ' m o2 w y o MULLION BAR - -- ci �..Z SEE SHEETS II AND 12 c `� ' FOR DESIGN = Q INSET. WALL DR INSET, WALL DR > BUILT -OUT MOUNTS BUILT -OUT MOUNTS O qp z tF tALt 5NA NA OM: WI VI5 TT �-- TT MULTIPLE ERUAL TT ["ffl�8 17-8W 9tKCf 2oF13 TYPICAL VERTICAL SECTIONS SECTION DD SECTION DO HEADER CEILING SECTION HEADER WALL SECTION 1/4' TAPCONS AT 6' 1!a• TAPCONS AT 6' FROM EACH ENDS AND IRON EACH ENDS AND 24'OC IN BETWEEN 24.00 IN BETWEEN U J E NT }mod SECTION CC SILL FLOOR SECTION END CAP AND J HOUSING n hr a c� u zJ J Z U N aC3 > o rx SLAT END RETENTION LAY -OUT 1) #1Dx3/4'HHSDS 3-13/16'X7-3/8' STRAP CLIP AT 24'0C O Q 3 1 I O A a 4 . I 3 O 3. a 4 �—END STANDAR❑ 3 CAP AND O 3 4 HOUSING 1 O a -A 3 4 O 3 Q O 3 4 � 3 q 1 O � � 3 4 O 3 1 O a SECTION DD 'SILL WALL SECTION 1. 14' SLAT SIZE= TT+ 21 —I/9-I%2 6063-T6 ALUMINUM SILL ANGLE 1/4' SCREWS SPACED AT 24'13C INTO ' MASONRY, METAL DR VOOD 1. 14' 3 3 No. 626 9 a STATE Oki ty � �° 0 o w �s Z oo ti44m�o Z Q ll_.i Q ffl w Z U U) �w U _ d z or w 2a U L) ? E Zla1zN i > O ¢ NA DAM 0&1 1115 DRAN711G A Ii-Bse f PRODUCT COMPONENTS I- ROLLING WALL SLATS 2- ROLLING WALL GUIDE RAIL 6063-T6 EXTRUDED ALUMINUM 6063-T6 EXTRUDED ALUMINUM p. 05 4.4e n N 1 1. 32•- 1.26 1.52 ,n a• o t O fh N N lb N 0 c 6 0.59 3 P5� RETENTION CA 0.95 2, 30 CARBON STEEL COATEDTED W/ DACROMET 320 PLUS L COATING, AS MANUFACTURED AND CERTIFIED BY t GE13RGIA METAL COATING COMPANY AS PER ASTM a ( Bl17 TEST REPORT 031604 0,23 0 0 0 1 tlll N 1 F v T�-----4. 00-- E- INSET SUPPORT ANGLE f EXTRUDED ALUMINUM 6061-T6 or 6005-T5 cu d 0 0 4. 00-- -� F- TUBE EXTRUDED ALUMINUM 6061"T6 or, 6005-T5 4- NYLON SLAT LOCK 2 36 N N O f �c Li 0. 75 TABLE Al Cva(MWN_ nU fl=k"ev rnD WAS NWN INT INRTAI LATSCIN TRACK 0 TRACK LOAD 72 1 84 6 1 9 144 216 .4 Psf ABCD I ABCD ABCD I ABCD AIII BCD ABC➢ ABCD 30 6 65 b 66 6 6656 6656 6656 515,43. 443- 40 6656 16656 61615161 6656 6654 4141413 11 44 6656 6656 6656 6656 6654 4443 50 665 6 6656 6656 6656 6656 6656 6656 6656 6 6 5 6 6 6 5 615 6 6 5 6 6655 5655 5 55 54 4160 665 6 665 6 665 6 6 56 66 56 66 5 6655 5 6 5 5 5 5 4 4 4 4 4 54 3 4 44 3 6656 5653 6656 45 43 6655 443- 6655 443- 6 54 5654 4 43 414 4 3 41414131 60 65 6 70 6656 75 6656 80 6656 9D 665 6 100 6656 110 6 615 6 113 6 b 5 6 12 6 6 5 6 130 6656 133 6656 140 66 50 665f65 6 65544 170 5 65180 564190 4 5 4 5 4 4200 ANCHOR TYPE A, B, C OR D SPACED AS PER TABLE Al DETAIL A WALL MC111NT CEO)- --- 7 1 /--VALL 13RESSING 0. 93 �- 0 50H - 7 1. 00 �--(TT) TRACK TO TRACK-� (FW) FINISHED WIDTH DE F �Xcex No. 526 $ STATE F�IOKI DE-Z .q 1017 ANCH13R SCHEDULE, ANGHOR DE$CRIPTf HA EN EDHEN T C£ A 5lL6' I Y TAPC NS XL MIN, 3000 PSI CONCRETE 2 1/4' 2 3/16'^ /1G' ITV TA UNS XL ROUT -9 BL CK 2 1/4' 4' C 1/4'-14X1' GRADE 5 SELF 13RI ING SCREYS 1/4' 6063-T6 ALUM. I/2' A36 3/16`S7 3/8' D 5/16'X3' TAPCONS WOOD PITH 0>=. 55 2 1/4' -1/ ' PGVERS YEDGE BOLT M1N. 3000 psI CONCRETj 1/2' 4-1/2' Z Q v �G tf7Q�2E W Z Q U N � W 1Y 0 O �O d Zwrt�$�R UL) Z-W 41"•�Ne > zda ❑ szvE a NA PALE: ON] 1115 up"NG a 17-885 4 of 13 TABLE A3 SPACING ON CENTER FOR ONE ANGLE INSET MOUNT INSTALLATION TRACK TO TRACK LOAD 72 1 Bq A i a iAA ANCHOR SCHEDULE. AN OESCRIPT] N MATERIAL H I)M N ED ISTA A Sf L6' I V TAPC S XL M[N. 3000 PSI CONCRETE 3/16, IT T XL Rp11 C- 2 1/4' q' -11X1' GRADE 5 SELF DRIL NG SCREWS MIN. If4' 063-T6 ALUM. I/2' OR A36 3/L6'S EL 3/8' ➢ 5/16`X3' TAP DNS V1YID V(TN G>=. S 2 1/1' L-L/4' E 3/9' PDWERS VE GE BOLT MIN. 3000 psI CONCRET f 3 1/E' DE p ANCHOR TYPE A. B, C OR D No.526 9 * S" SPACED AS PER TABLE A3 OR ANCHOR TYPE E SPACED AT 5'OC DETAIL 1A �^'� -EMBED. WI SINGLE 0 B 1 ANCHOR TYPE CANGLE MOUNT �6 m � AL 0 O TABLE Al .o o i QFC 0 4 ALUMINUM6ANGLES j' ��,r Ls W D. 13 O. 50 1. DO (TT) TRACK TO TRACK (FW) FINISHED WIDTH a� WALL DRESSING Q Z .� LLJ }y; In r W C ¢ 5 2 EMBED. ANCHOR TYPE A, B OR D SPACED AT 6' OC 1.05 —AND TYPE C SPACED AT 5'OC ANCHOR TYPE C SPACED AT 5'0C 1/4-4X2 6005—T5 w 1 4 ALUMINUM ANGLE a 2 U [!1 f W cr, C-9 0 N DETAIL B 2 -J W/ DOUBLE 0 13 00 ANGLE MOUNT o Z m n (TT) TRACK TO TRACK 0 Z L) w jFm� 1 (FW) FINISHED VIM0 A z ANCHOR TYPE A, B OR D SPACED AT 6.00 AN➢ TYPE C SPACED AT 5'OC �•'•- NA WE 06/11/15 WALL DRESSING rMAWNc t 17-588 snxtr 5 of 13 TABLE A2 SPACING ON CENTER FOR 2X4 BUILT -OUT MOUNT INSTALLATION F15TATE E F526 ANCHOR TYPE A, B, C CR DSPACED AS PER TABLE A2 OR <ED) ANCHOR TYPE E SPACED AT 6'OC-1 AT 4Lk'a ANCHOR TYPE C SPACED AS PER TABLE Al ANCHOR SCHEDULE: ANCHOR DESCRIPTIONI RATERIAL 1EMIREMMENTTANG A 5/16' ITY TAP S XL N N. 300 P I cIrNmrE I 2 1/4' 1 2 3/16' B /16' ITW TAPCONSXL GRFIUT FILLED C-90 8 2 1/4' 4• C 1/4'-14X1' GRADE 5 SELF DRILLING Sc WIN. 1/4' 6063-T6 ALUM. I/ ' q 3/ 6' 3/8' D '-E 5/16'X3' TAPCONS Y00D W17H G?=. 55 2 1/4' 1-1/4' 3/8' POWERS WEDGE BOLT1 MIN, 3000 psI CONCRET 1 3 5/2- 4-1/2' TABLE A2.1 SPACING ON CENTER FOR 4X4 BUILT-OLTF MO INT INSTAL I ATI(1N 00�0��©00000■!O[�70iE1©E7if•100��[�E7 �+ Ei[jcc©��[■�■[j[//���©O[iO��D�jjiDEiO©/�/©L!i■■��■■i �odar-�or�©c�ov©o�civ©[�oonvi■a■i �0©�[��[�©fi[i0©[iCiC'J©Di■■i ODDOD -�00©0o[=�Eivr�ri©voo©r-ii■■i moo©vor��oo�©[3iDE�Eli■■i ®oo©or-io©000©v©o©vi�■i --�vo©vooa�oQ�v�©gin v■ao©r-�or�©©ov©voon© • • vo©oor�o�ov�©o�©© ��IDij©O�DE�Ci®[� ®ooat�or�®tom©�voo�e� ��aQ©voa©oQno© ®oo©voo©vivo© �©oo©v�o�ri ilr�C=3CiF3Ci[�C'l©Ei MORN oo©�©aav am00©0 „ now 00= ANCHOR TYPE A, B, C OR D ,CED AS PER TABLE A2, 1 OR IOR TYPE E SPACED AT 5'OG- ANCHOR TYPE C SPACED AS PER TABLE Al a "ALL DRESSING -�/ NAE - w 2.00 DETAILC DF TUBE W/ 2X4 MOUNT rI 7 2 M) 0. 1 /4-4X2 6005-T5 w w ALUMINUM TUBE 4 1 . QF iL w � 0.50p TRACK TRACK --1 1. DO (TT> TO FINISHED WIDTH 1 to DQ�u (FY> rdw Ul Q�SE EDGE DISTANCE _I (E➢) I w w z Q —2.A-O U m N PALL DRESSING Of 0 a � DETAIL C T YW14X4 TUBE MOUNT 0 1 d m W a: p U 0`" 1/4-4X4 6005-T5 `-ALUMINUM TUBE 4 0 �z£ 1 Q NA DAM 0811 1J15 �--<TT7 TRACK TO TRACK— ' 1 17-888 (FW) FINISHED WIDTH �qR 6 of 13 STORM BARS SELECTION TABLES POSITRIE DESIGN RATING - Pd (Pal) 114-2x4 STORM BAR- 2 SPANS 114-24 STORM BAR - 3+ SPANS SLAT STORM BAR HEIGHT SLAT STORM BAR HEIGHT LSpan40 46 52 58 70 S an 40 46 52 58 70 1229 B9 64 36 36 113 1131014111 76 55 -- 42 92 2 86 62 35 67 48 -- 48 75 55 -- 59 43 -- 4 6 65 48 -- 77 53 38 -- 60 56 56 44 -- 64 44 - 72 44 44 -- 118-2xa STORM BAR - 2 SPANS W2x3 STORM BAR - 3+ SPANS SLAT STORM BAR HEIGHT SLAT STORM BAR HEIGHT Span 40 46 52 60 72 S an 40 46 52 60 72 36 2 0 1 7 138 4 4 36-- 113 X44 13 1 6 61 42 160 151 11 0 4 42 92 !44 41 52 48 133 132 103 O 4- 48 75 75 45 54 1 113 92 62 35 54 65 40 8 BP 56 32 60 5b 6 46 6 72 4 44 114 2x4 STORM BAR - 2 SPANS 114-2x4 STORM BAR- 3+ SPANS _OR 118-2XS.STORMI" OR tAY STORM BAR _ SLAT I STORM BAR HEIGHT SLAT STORM BAR HEIGHT STORM BARS MOUNTING OPTIONS CONNECTION 1 ON SHEET 9 w - W N CONNECTION 2 T------- ON SHEET 9 t t t t t c t t i CONNECTION 3 ON SHEET 8 CONNECTION 5 ON SHEET 10 *E `N Fj No.52B 9 dP 'ONWOTION 4 H ��d TATE ]N SHEET D R I \� o NAl,12 5az� t'l�CI . CUNfiECTION 2 �01I 0 g 0 ON SHEET 9 a c_ � 3z 0. CONNECTION 2 ON SHEET 9 ai 4 118.2x6 STORM BAR-2 SPANS 118-2x8 STORM BAR - 3+. SPANS STORM BAR NOTES: SLAT STORM BAR HEIGHT SLAT STORM BAR HEIGHT 1- ALL STORM BAR SHAPES TO BE 6063-T6 ALUMINUM, S an 72 1 84 1 6 108 120 �54 72 84 96 108 120 2- TABLES MUST WORK IN CONJUNCTION WITH MAXIMUM ALLEIVA13LE TT SPAN - SLAT SPAN 42 160 12b 95 74 56 2 92 92 85 64 TABLES ON SHEET 1, DH - BOOR HEIGHT 48 133 110 83 65 49 5 5 7 4 55 3- SPAN = TT / NUMBER OF SPANS SBH - STORM BAR HEIGHT 54 113 98 74 58 43 65 65 5 49 4- THESE TABLES ARE LIMITED BY THE SHAPES AND ANCHORAGE USED,TA - STDRM BAR TRIBUTARY AREA 60 98 B 5 6 6 56 45 SPECIFIC CONDITIONS OUT OF THE SCOPE OF THESE TABLES CAN BE 66 86 60 35 66 49 49 49 49 40 ADDRESSED WITH A SITE SPECIFIC DESIGN BY A PROFESSIONAL 2 44 44 44 44 ENGINEER. TABLE i.1 ALLOWABLEPOSiTIYE STORM BAR USER GUIDEt DESIGNED PRESSURE SLAT DESIGN 1- OBTAIN DESIGNED PRESSURE AS PER GENERAL NOTES 3 SPAN RATING 2- FIND THE MAXIMUM NEGATIVE PRESSURE RATING ON TABLE 1 BASED (IN) CPSF) ON TRACK TO TRACK DIMENSION (TT) 3- FIND THE MAXIMUM POSITIVE RATING PRESSURE ON TABLE 1.1 72 + 200 BASED ON SLAT SPAN DIMENSION (SPAN) 6 66 +200 4- SELECT THE PRESSURE RATING FOR THE INTERIOR STORM BAR BASED +200 ON STORM BAR TYPE, HEIGHT AND SLAT SPAN. 54 +200 5- THE PROJECT POSITIVE AND NEGATIVE DESIGN PRESSURES PROVIDED 48 + 00 RASED ON GENERAL NOTE 3 MUST BE LOWER OR EQUAL THAN THE 42 1 +200 PRESSURE RATINGS. 36 +200 W z a U In aY L.t Cl.:LD D O Oz Ap W a: H. a at-X > o � o oaf a NJA DT 0& 1 1115 DgAWUG s 17-8$H 7 of 15 ! j va zxz SioR61 [3AR O O 0 75 (ED) E➢GE DISTANCE a, aD CONNECTION 2 �-2 00— n 0 0 ' - "(2) ANCHORS TYPE F? 1/4-2X2 6063-T6 ALUMINUM STORM BAR 1/0-2X2 6063-T6 ALUMINUM CLIP [N-Z(4 STORM aAR I CONNECTION 3 - STORM BARS ANCHORAGE FLOOR/CEILING MOUNTED TO CONCRETE I fQT4 1 -- t � t') a 1, 3 (E➢) EDGE DISTANCE Tf&.2X3 STORM BAR 4. 00---- CONNECTIO N 2 �2.0D�CDNS R 118-2X5 STORM BAR 118-2X5 STORM BAR 115.2X8 STORM BAR 1 Ir 2X5 - . 75 I 2X6 - S. 75 5 _ _l -`II ! j i c➢hs ; N f 2X5 - 3. IRS (EII) EDGE 2X6 - 3.75 DISTANCE CONNECTION 1/8-2X2 6063-T6 LC2) ANCHORS ALUMINUM CLIP TYPE F1 1/8-2X3 6063-T6 ALUMINUM STORM BAR 4.00 -ONNECTION 2 �2.00— 1/8-2X2 6063-T6 1/6-2X6 OR 1/8-2X5 ALUMINUM CLIP 6063-T6 ALUMINUM STORM BAR CONW CT + 3 -ANCHOR - - - - TYPE DESCRIPTION MANUFACTURER I EMBEDMENT E BASE MATERIAL CA KIN I POW S $' pE'6sa N�k'E'fE ED - EDGE DISTANCE (4) ANCHORS TYPE FI 1/8-2X2 6063-T6 1/4-2X4 6063-TG ALUMINUM CLIP ALUMINUM STORM BAR DE F No.526 19 STA aj4 AL =�rd _8 1) 0 2 VOV r3 �.h ilu Q � N IL lil z Q m ow 0' Lil Ir O n O �u =Q g Oz�m - - U-z,W.��'- ='d 7 O �zlE Q scale, NA ona; 0811 1115 DRAMNG 17-568 SHEEr 8 0l 19 (4 P #10-16X; CONNECTION 2 - STORM BAR CONNECTION TO ALUMINUM CLIP L�3•, 4', 5', 6' STORM BARS (4 PER END) j� 1, 75', a 75', 0-16X3/4 SDS�II , 75', 4. 75' � 0 o 0.50 0.50 NOTE, COONECTION 2 WITH SELF DRILLING SCREWS OR BOLTS W/ NUTS CAN BE USED AT READER OR SIL1_ CONDITIONS 3•, 4', 5', 6' STORM BAITS (2 PER END) 1 I 1 1/4-20 SS PHNS 1i 1.5', 2. 5', II WITH VASdE72E➢- _I� 1+ 3 5' 4 SIt I 1, 50 WING NUT II ` = I 1 11 PER END) �I 1 1 1/4-20 SS PHMS 1 1 1 I WITH WASHERED 1 p 1 i WENG NUT 1 O I 1 N 01 i 1 a I I 1 a J L____..J CS —T o STORM BAR SLOT a 75 STORM BAR SLOT TO ALLOW BOLT TO ALLOW BOLT 0.63 TO SLIDE TO SLIDE 1/4-20 SS PHMS WITH WASHERED #10-16X3/4 SOS CONNECTION 1 - STORM BAR CONNECTION TO WALL 3', 4', 5', 6' STORM BARS k. 00 (4 PER END) (P) ANCHORS #1D-16X3/4 SITS TYPE F OR F3 1 � T U 6 W nl I I I 11 t'J W V~) 41 PER END) 1/4-20 SS PHMS WITH WASHERED WING NUT 1/8-2X2 b06_-T ALU6J� .I." CLIP 121 ANCHORS <1 PER END) TYPE F OR F3 1/4-20 SS PHHS WITH WASHERED WI14G NUT <2) ANCHORS TYPE. F OR F3 1. 00 1/8-2X2 6063-T6 2', 3•, 4' ALUMINUM CLIP 6• STDRM 0 1 [ti 1 _. 1/B-2X2 606 ALUMINUM 3-CLT6EF (2) A (4 PER END) TYPE F #10-16X3/4 SDS NOTES, 1- STOM BAR SUPPORTED BY BEARING AGAINST THE WALL 2- CONNECTION WITH SELF DRILLING SCREWS OR BOLTS W/ NUTS CAN BE USED AT HEADER OR SILL CONDITIONS rX NEC7ION I -ANCHOR SCHEDULE TYPE ➢ESCRfPT ON MANUFACTURER EMBEDME E➢ I BASE MATERIAL F IM I PUNILRY, I fie, 3' H LL V MASONRY ED - EDGE DISTANCE *, uC F Q 4XGEN . No.626 9 ; STATE Ir Ott 4 R I AL J u�l x�2o�� Z=— 6.-,5 Z � p[ ILi J Q�� W Z Q � U La a, W K. GD DO -12O 2] Z„c¢n 1 Z L129. Q1�3 � ❑ (gad` scale, NA DmE OBIT I/15 DRAri4W 0 17�8$ or= 9 of 13 CONNECTION 4 STORM BARS ANCHORAGE FLOORICEILING TO BUILT -OUT TUBE OR HEADER CONNECTION Z GRADE 5 SELF DRILLING SCREWS z, pp� 0.63 I CONNECTION 2 - N 0 i 1 1 1 f i 1/4-2X2 6063-76 1/8-2X2 6063-T5 ALUMINUM STORM BAR Fir�f II fI ALUMINUM CLIP It I li [I f (4) 1/4'-14X1 O.SO Ii GRADE 5 SELF LL======1-1 DRILLING SCREWS CON2 in i(7 CQ nj < Q p ^ n i7 (4) 1/4'-14X1 GRADE 5 SELF DRILLING SCREWS CONNECTEO (4) 1/4-14X1 GRADE 5 SELF 0.50 DRILLING SCREWS 1.75', 2, 75', 3. 75', 4. 75' CONNECTION 5 HEADER 1 SILL ALUMINUM TUBE ANCHORED TO WALL Y, 4', 5', 6'---� 1N 2 Afc j ION 4 ALUMINUM TUBE 3', 4', 5' 13R 6' 1 S.LL OR HEADER '1 (3 PER CENNECTIONY 1/4' TAFCGNS 1-1/4' INTO MASONRY 1/4' TAPC12NS 1-1/2' INTU WOOD NOTE: HEADER AND SILL TJBE CONNECTED TO WALL BY BEARING. 2 4 L) (A W � C7 � O = Q La M c) ,7 a -- li Z U-I Q L- ip £ sour, NA DAM: .0& 1 1115 DFAmwo 17-668 st+tz:r I a Of 13 EQUALLY SPACED MULLIONS SELECTION ^MULLION I /-MULLION 2 MULLION 1: TM1= <FV1+FW2) / 2 MULLION 2> TM2= <FW2+FV3) / 2 TM: TRIBUTARY MODULE MULLION BARS SELECTION TABLES (PSF) MULLO❑N TYPE &-MAX. HEIGHT DOOR 1/4-4x8 1/4-4x6 1/4-4x4 MODULE 144 132 120 120 108 1 96 961 84 72 294 30 30 30 28 30 30 21. 30 30 249 38 38 38 33 36 38. 24 37 36 01 4 i 51 41 1 1 4 1 177 55 62 62 47 62 62 34 52 62 129 76 91 98 65 89 98 47 71 98 105 94 112 133 80 110 133 58 88 133 81 122 145 176 104 142 181 1 76 114 181 NOTES: 1- MULLIONS WERE DESIGNED BY RATIONAL ANALYSIS BASED ON THE ALUMINUM DESIGN MANUAL 2015 ED. AND THE FLORIDA BUILDING CODE. 2- DEFLECTION CRITERIA: MAXIMUM SPAN /180 3- VALUES ABOVE IS APPLICABLE ONLY FOR EQUAL MODULES FWI=FV2=FV3. 4- UNEQUAL MODULES ARE TO BE DESIGNED BY RA71ONAL ANALYSIS IN A CASE BY CASE BASIS. MULLIONS SECTIONS m pi I/4' _A*• ut F. eY LGEN 4 NO.512 9 ! �o STATe A OR%DECI �$ c ANCHOR TYPE C SPACED u AS PER TABLE Al @1 SH£EI 4 J DETAIL D aL IAUL110N <' 4 1 �I -�I(TT) TRACK TO TRACK 1 <TT) TRACK TO TRACK' 1 (FV) FINISHED WIDTH 1t�<FY) FINISHED WIDTH_ 1 �4.00---� 4.00- 1/4-4X4 —� 1/4-4X5 { 1/4-4X9 6063-T6 p 6063-T6 6063-T6 P v p p 0.25 TYPTCAL 1/4-14X1 GRADE 5 SOS SPACED AT 12'0C -G 0. 25 �-- 1/4-2X2 6063-T6 —� ALUMINUM BEARING ANGLE 0. 25 q� ALTERNATE 14ULL]ON '1 1/4-4X4 o 'T' 1/4-4X6 'T' 1/4-4X9 025 MULLION 6063-T6 a N �-----4.00----�� W z a U � D= C7 �O O 41Z,;�i 1 LJo UUN� Z LU > O �3d 6 NA DAM. D811 1115 GNAWING 17.888 srrt:er 1IDf13 EQUALLY SPACED MULLIONS WALL AND INSET CONNECTIONS IA III FCI w ® TT. FLOOR/CEILING N MOUNT - R CLIP) 1/a-4X2 6063-TG 3/8' WEDGE BOLTS W/ 2' ALUMINUM( CLIP PENETRATION INTO CONCRETE 2. 25 FC2 n»i 0, 63 N FLUOR/CEILING MOUNT ® v 1/4-4X6 '-C4 PER CLIP) -1/4-4X2 6063-TS 3/8' WEDGE BOLTS W/ 2' ALUMINUM CLIP PENETRATION INTO CONCRETE ---4.00----� (3 PER CLIP) 1/4-14X1 GRADE s sns 2 2s FC3 FLOOR/CEILING a D.63 N MOUNT c C4 PER CLIP) 1/4-4X2 6063-T6 1/4-4X8 3/8' WEDGE BCLTS V/ 2' ALUMINUM CLIP PENETRATION INTO CONCRETE FC1, FC2, FC3 (3 PER CLIP) I/4-14X1 GRADE 5 SDS S. 25 2.W. . 25 . 63 -i � f NOTW£ ANGLE CLIP TD BE PLACED INSIDE TUBE DE F No, 52 9 STATE ORS AL c � 3-2/4' 1 3-3/4' 9 ANCHORS 5° • g TYPE A 13R B � � o �J mu V pz� e ti -0 m XW N J �J10Elio mill \¢1 .o iSo o � 4 m 4 ANCHORS W4 TYPE B OR E M WALL MOUNT /4 4 anchors TYPICAL (6 PER CLIP) i/4-14X1 GRADE 5 SELF-AR[LLING SCREWS W9 TYPICAL f6 PER CLIP) WALL MOUNT 1/4-14X1 GRADE 5 3-3/4' 3-3/4' 9 anchors SELF-➢RILLING SCREWS lip m W wz r WALL MOUNT ANCHOR SELECTION 1 ,�,av� MULLI13N TYPE 04 4X6 4X8 I �a a _} A WG W9 W4 H W4 V6 W9 0 j v — E V4 V6 V6 6 ANCHORS TYPE A, B OR E WG WALL MOUNT TYPICAL f6 PER CLIP) 6 anchors 1/4-14X1 GRADE 5 SELF -DRILLING SCREWS ANCHOR SCHEDULE) ANCHOR I DESCRIPTION i MATERIAL JEMBEBMENT J EDGE DISTANCE A TAPCONS MIN. 289 c1 NC 2 1/4 3 IlIr 5/I 'X 4' E 3/8'X4' WEDGE BOLTS I HIM. 3000 psi CUNGRETF 1 2 1/2' 1 4 1/2' w Z. Q U UI of W D' C� S J o' O oz„A LJ d Z� WM <F- ° NA DAIM 0&1 1/15 ORAYA 17�88 sreez 12 of 13 HOOD ASSEMBLY �aaNrr 2) #8XI/2' SMS �� uc ti�cen No. 52 STATE bk0'O 4OR� 'lY Z � LU W z U (n � � N D O a m W 34 A U U 3 �WOu_ a~m9� o Wiz€ a sane, NA WM 05/1 1/15 URAVARG 0 17-bbb sn¢I 13 Of 13 r