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Home My WebLink AboutProduct Approval MIAMIDMADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11 805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade."oleconomv DAB Door Company,Inc. 12195 NW 981 Avenue Hialeah Gardens,FL 33018 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AliJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to.comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:Hurricane Master®Model 824/811 Steel Sectional Garage Door 16'-2"Wide with Window Lite Option(DP+36.0,44.0 PSF) APPROVAL DOCUMENT:Drawing No.02-21,titled"24 GA.Roll Formed Steel Sectional Garage Door",dated 09/1012002,with last revision K dated 03/0912015,sheets I through 5 of 5,prepared by Al- Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: �i�fai i LABELING:A permanent label with the manufacturer's name or logo,manufacturing address,model/series number,the positive and negative design pressure rating,indicate impact rated if applicable,installation instruction drawing reference number,approval number(NOA),the applicable test standards, and the statement reading'Miami-Dade County Product Control Approved' is to be located on the door's side track, bottom angle,or inner surface of apanel. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA#14-0814.10 and consists of this page I and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. , 1UA l�To 25 0304.01 MIAMI-DADECOUNTYM Expu anonDate_July 2020 Approval Date:April 23,2015 d¢ 11t j,Z.Q lad Page 1 DAB Door Company,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No.02-21,titled"24 GA.Roll Formed Steel Sectional Garage Door",dated 09/10/2002,with last revision J dated 11/07/2014,sheets 1 through 5 of S,prepared by Al- Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS "Submitted under NOA#11-0414.12" L Test Report on Uniform Static Air Pressure Test,Loading and Forced Entry Test per FBC, TAS 202-94,of"DAB 824 Sectional Residential Garage Door"prepared by Hurricane Engineering&Testing Inc.,Report No.HETI-07-4200,dated 05/02/2007,signed and sealed by Candida F.Font,P.E. 2. Test Report on Large Missile Impact Test per FBC,TAS 201-94 and Cyclic Wind Pressure Test per FBC,TAS 203-94,of"DAB 824 Sectional Residential Garage Door",prepared by Hurricane Engineering&Testing Inc., Report No.HETI-11-3204,dated 01/20/2011,signed and sealed by Candido F.Font,P.E. 3. Test Report on Tensile Test per ASTM E8-08 of"Sectional Residential Door(skin)", prepared by Hurricane Engineering&Testing Inc,Report No.HETI-11-T100,dated 01121/2011,signed and sealed by Candida F.Font,P.E. "Submitted tinder NOA #05-0228.02" 4. Test Report on Large Missile Impact Test and Cyclic Wind Pressure Test,of"Sectional Residential Door with Windows",prepared by Hurricane Engineering&Testing Inc.,Report No.HETI 03-1328,dated 07/15/2003,signed and sealed by Rafael E.Droz-Seda,P.E. 5. Test Report on Uniform Static Air Pressure Test,of"Sectional Residential Door"prepared by Hurricane Engineering&Testing Inc.,Report No.HETI 03-1329,dated 07/15/2003,signed and sealed by Rafael E.Droz-Seda,P.E. 6. Test Report on Tensile Test- per ASTM E-8 of"Sectional Residential Door(skin)", prepared by Hurricane Engineering&Testing Inc,Report No.HETI 03-TO78,dated 10/3112003, signed and seated by Rafael E.Droz-Seda,P.E. "Submitted under NOA#03-0210.04" 7. Test report on Salt Spray(Corrosion)Test per ASTM B 117 of a painted G-40 steel panels, prepared by Celotex Corporation,Test Report No.258592,dated 08/17/1998,signed by W.A. Jackson,P.E. C. CALCULATIONS "Submitted under NOA#14-0814.10" 1. Anchor verification calculations prepared by Al-Farooq Corporation,dated 09/22/2014 and 07/24/2014,signed and sealed by Javad Ahmad,P.E. a4 K Carlos M.Utrera,P.E. Product Control Examiner NOA No. 15-0304.01 Expiration Date:July 21,2020 Approval Date: April 23,2015 E-1 DAB Door Company,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (Cont.) "Submitted under NOA#11-0414.12" 2. Anchor verification calculations prepared by Al-Farooq Corporation,complying with F.B.0 2007,dated 04/07/2011,signed and sealed by Javad Ahmad,P.E. 3. Anchor verification calculations prepared by Al-Farooq Corporation,complying with F.B.0 2007,dated 12/19/2008,signed and sealed by Humayoun Farooq,P.E. "Submitted under NOA#09-0128.02" D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.13-0717.01, issued to SABIC Innovative Plastics,for their Lexan Sheet Products,approved on 11/28/2013 and expiring on 07/17/2018. 2. Notice of Acceptance No. 14-0311.08,issued to Insulfoam,LLC,for their Insulfoarn Expanded Polystyrene Insulation,approved on 08/14/2014 and expiring on 11/29/2017. 3. Notice of Acceptance No. 11-0926.07, issued to Dyplast Products,LLC,for their Expanded Polystyrene Block Type Insulation,approved on 11/10/2011 and expiring on 01/l 1/2017. 4. Notice of Acceptance No. 11-0926.06, issued to Dyplast Products,LLC,for their Dyplast ISO-C1 Polyisocyamrate Insulation,approved on 11/10/2011 and expiring on 01/11/2017. 5. Notice of Acceptance No. 10-1129.04,issued to Cellofoam North America Inc,for their Expanded Polystyrene Block Insulation,approved on 02/24/2011 and expiring on 02/24/2016. "Submitted under NOA#05-0228,02" 6. Test Report on Accelerated Weathering Using Xenon Are Light Apparatus Test per ASTM G155 of"FVC Extrusion Material",prepared by Hurricane Engineering& Testing,Inc.,Report No.HETI 04-A002,dated 09/27/2004,signed and sealed by Rafael E. Droz-Sella,P.E. 7. Test Reports on Tensile Test per ASTM D638 of"PVC Extrusion Material",prepared by Hurricane Engineering&Testing Inc.,Report No.HETI 04-T251,dated 11/29/2004 signed and sealed by 1. Ghia,P.E. 8. Test Report on Self-Ignition Temperature Test,Rate of Burn Test and Smoke Density Test of"REHAU non-foam PVC extrusion material",prepared by ETC Laboratories, Report No.04-761-15019.0,dated 05/06/2004,signed and sealed by J.L.Doldan,P.E. F. STATEMENTS "Submitted under NOA#14-0814.10" 1. Statement letter of code conformance to the 511 edition(2014)FBC and no financial interest issued by Al-Farooq Corporation,dated 05/13/2014,signed and sealed by Javad Ahmad,P.E. 041 6 11h Carlos M.Utrera,P.E. Product Control Examiner NOA No.15-0304.01 Expiration Date:July 21,2020 Approval Date:April 23,2015 E-2 7-1/2"X 2-1/4'X 18 GA. -- PUSH NUT TOP FIXTURE 5-112'X 2-3/4'X 0.1" r� GALV. STEEL CENTER HINGEMS ��O `� STEEL PLATE WITH ONE 5/16-18 ME W/ NUT OPTIONAL DOOR VIEWER V W/{4} yt4 x s/B°EMS o WITHOUT DELRON SLEEVE (STD.) t -FASTENED TO END STILE WITH TO BE INSTALLED AT i (6) #14 X 3/4"SELF DRILLING SCREWS ANY CENTER STILE RY 1 p 7-1f2"X 3"X.071"GALV,STEEL i @ O i SEE SHEET 3 FOR TOP BRACKET OPTIONS ];!ii EMD ROLLER HINGECENIFER STILES Wf(6)#14 X 5/8'SMSWITHOUT DELRON SLEEVE (STD.) �r SEE SCH, 'A'WITH OELRON SLEEVE(OPTIONAL) rA7-1/2"X 2-I 4'X ,071GALV. STEEL CENTER HINGE LOCKWIT(4)X14 X LEEV SMS J _ 2j DOORWITH DELRON SLEEVE(OP70NAC)"'. " 1'W X .15 THK. LATCH. _ _CENTER HINGE STANDARD LOCK I `SPRING LOADED SLIDE BOLT(BOTH SIDESZ . m FASTENED W/(4) #14 X 1/2"S.M.S.MIN. LOCK ENGAGEMENT' OCONFORMS TO SECTION 1008 REGARDING -. 'J -'-" 'J YWIGARAGE DOORS _ ni 4G ,158 OW. GALV.AIRCRAFT TYPE ,�' CABLE do NICO-PRESS SLEEVE ad /M N. 5 TO 1 SAFETY FACTOR i `�` i' p `` D - _-_ - -- _�' _ � B �r 9 `ij 1it f' -_ -^Y' - - amu"••-i^z_.Y_�.!.t=-a--"�Y- f 4 2-3f4"W X 5-5/$'H X 890"THK.rt STEEL PLATE, 1-3/8"DEEP 1 Cis '+a._s rn.ti. DID- WITH 3 74 x 3 4" ,- O pp SELF ORILCINC SCR BRACKET BRACKET STD, LIFT DOOR LOW HEADROOM Tont of DOOR OPTION - DOOR 'U'Bins AT _ -_ =_. - TTI x z is HEIGHT CONSISTS OF EACH DOOR 7-7/8'X 3-i/8"X.010" OPTIONAL VENTS 00 w to Or o I 6'-6' 2 SECTIONS 18'2 SECTIONS 211 STEEL PLATE (3)5"WIDE AT 7-O.C. MAX. ,OPTIONAL FLUSH FACE I a Q 6'-9' 1 BECKON 18' 3 SECTIONS 21' WITH (4)#14 X 3/4'SDS OFINC. AREA NOT TO EXCEED 120 SO, IN. •'- -� WOOD GRAIN DESIGN L O 3 L,ry 7' 4 SECTIONS 21° __.___..�..._ +AJAX. DOOR 0 Z 7'-6' 5 SECTIONS 18'- CENTER STILE- }300RS INC -`- L4 m .. INSIDE ELEVATION " �'-"4 �u Y-s' 4 s£cTtoNS 18't sEcnav 21" > 4 cv g a' 3 SECTIONS 18'2 SECTIONS 21' OUTSIDE RAISED PANEL EMBOSSED DOOR -is- Maet6,? M�adei924/8, N O.-s a'-3' 2 SECTIONS t8'3 SECTIONS 21' HANDLE END STILESt2E 7B 2 X 18 0 High W-8' 1 SECTION 111 4 SECTIONS 21' _ Wdh WlndOW Ltt6 Opl10R -� 8'-9 S SECTIONS 2t - 0 #14 X 3/4"SELF DRILLING SCREWS MAY BE USED 9" 6 SECTIONS 18'- IN LIEU OF#14 X 5/8"SMS - 1 SECTION 21 LOCK BAR GUIDES — -- --- DESIGN PRESSURE RATING 1= + 36.0 PSF 9-3` 5 SECTIONS IB INSTALLED ON END STILE Ol 4 SECTIONS tB 2 SECTIONS 21 WITH C4) FIs% 5/8'SMS THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT - 4A.0 PSF 9'-9" 3 SECTIONS 18'3 SECTIONS 21' p GENERAL NOTE 10' 2 SECTIONS.18'4 SECTIONS 2}' u 18T X.6W LOCK BAR I. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE g 10'-3' 1 SECTION 18" 6 SECTIONS 21" ENGAGES IN TRACK REOUlREMENTS OF THE FLORIDA BUILDING CODE(FBG 1O'-6'6 SECTIONS 21'- �S ON EACH SIDE OF DOOR )FIFTH EDITION(2014) t0'-9`6 SECTIONS 18'1 SECTION 21" CENTER STILES SCHEDULE'A' INCLUDING HIGH VELOCITY HURRICANE ZONE("Z), OUTSIDE KEYED 0•K CENTER STIES CONFCURAnON AS m g x g I1' S SECTIONS ta'2 SECTIONS 21 -�-� B ANCHOR EMBEDMENT TO LISTED, EOMA7ERIAD SHALLHB BEYOND WALL ll'-3" 4 SECTIONS i8'3 SECTIONS 2}' OPT_ IONAL DOOR WIDTHS y OF CENTER STILES DRESSING OR STUCCO. I I'-a' 3 SECTIONS 18'4 SECTIONS 21" LOCK BAR LOCKING SHOWN Iq Itl 9'-a'TO 9'-YO' 2 3, ALL BOLTS,NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL, IV-8"2 SECTIONS tr S SECTIONS 21' ALTERNATE TO t 1tl'-0'TO 11'-10 2 12' 1 SECTIONS ta'a SECTIONS 21' - SPRING LOADED SLIDE BOLT -•-�- -- 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN 12'-Y 7 SECTIONS 21'- LOCKS SHOWN ABOVE 12'-0'TO IS'-IO" J- THESE DETAILS ARE HOT PART OF THIS APPROVAL, M S 8`-0"TO 9'-10" i4-0'TO IS'-t0' 4 -o 12'-6' 6 SECTIONS 18'2 SECTIONS 21' �� IB'-1t`TO 16_2" -' S- S. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 12-9 6 SECTIONS I6'3 SECTIONS 21 DOOR WIDTHS .- DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA 13' 4 SECnONS i8'4 SECTIONS 21' BUILDING CODE,TAS-202,YAS-201 do TAS-203 FOR HVHZ AND 13'-3" 3 SECTIONS 18`6 SECTIONS 21' t��tI711 ASTM€1886-05 ASTM E1996-09, _ 4 13`-6' 2 SECTIONS 18 6 SECTIONS 21 Enyr:J V AHMAD u 13'-9" 1 SECTION 18' 7 SECTIONS 21" CML 14' 8 SECTIONS 21'- (_ 10'-0"TO i t'-i0' �_„^- 14'-0”TO 15'-10" ( FLA.PE 70592vaiDo 'T � � di 14'-3' 6 5ECnDNS 18'3 SECTIONS 21' C.A.N. J8 j4�icN SECTIONS 18'4 SE0710NS 21" DOOR WIDTHS DOOR WIDTHS ---�' ad" yRRt 14-9' 4 SECTIONS 18"5 SECTIONS 21' I1 6��. �' r 6 1f L;l5w' 3* 3 SECTIONS 18'8 SECTI�pNS 21' �� IX 7N®ly pl ®® ® {{I pl g1, drawing n0` 2 SECTIONS 18"7 SECTIONS 21' ii��.. 111 Ian I ul U*---+ q C 1 SECTION IB' B SECTIONS 21" ( ee7� n�7.I 9 SEC80NS 21'- 12'-0'TO 13'-10' _ 15'-11'TO 16,-2" -.__.. �G-G6 SEC110NS IB'4 SECTIONS 21' DOOR WIDTHS DOOR WIDTHS sheet 1 of 5 24 GA.STEEL PANEL- ' FLAPS SENT OVER PANEL z 1/2'PUNCHED HOLES-i 0 4'O.C. g.055`X 2-1/4"X 3/4'X 2' GALV STEEL U.SAR REINFORCING TRUSS 0 0 BOTTOM OF PANEL TRUSS FASTENED TO 1 0: *0 VERTICAL INTERMEDIATE STILES W/TWO I lit g:a! j14 X 6/8"S.M.S.AND TO END STILE I W1 FOUR#14 X 3/4"SELF'DRILLING S, lil!i It 0. S2 o 3/16. Op S 1 00 AT 4TV0%.1 OR IS'STILES T, 0�61T VERTICAL ,,4 W1OU F R 1 rw STILE PANEL 41 r"ti 16 FOR 21 STILES O M F OUTSIDE OF I`_V) Z ca UJ 1ST SECTION (BOTTOMINTERMEDIATE SECTION TOP SECTIO 0 3 Oz 0'n OPTIONAL STOP MOULDING BY DOOR INSTALLER SOLID BRASS DOOR AEW STEEL TRACK BRACKET FASTENED TO WOOD JAMB WITH 14 X 5/8'SMS 3/4"X 2'X 2-1/2*X 049'STEEL BY 'SCHLAGE SECURITY HARDWARE' 5/16'X 1-5/8*LAG SCREW 6 PER HINGE END STILE, CONNECT TO PANELS WITH INSTALLED IN 9/16" DIA. HOLES IN CENTER WiLt WAjFULLYETTDHREADED FLAPS AND Z),OR(6)3/16"ALUM RIVETS POSITIONED AT EYE LEVEL HEX ER H PE 1/2'X 1-3/4*X.058'FORMED STEEL SEE DETAIL OVE �'Y ONE PER BRACKET -OWED TO PANEL AND SECURED TO POP RIVETS ANCHM AT TRACK BRACKET SOUTHERN PINE • END STILE WITH(4)3/10 3/8'DLIL POWER-BOLT BY'POWERS' 0.55 S. •• 4,. 1-7/8"X 2-5/8"X.049"STEEL EDGE A) 2:MIN.EMBED-CENTER STILE,GLUED AND RIVETED DISTANCE D INTO CONCRETE(3000 PSI MIN.) To TO PANEL W/(4)3/16'RIVETS 2 MIN. EDGE DISTANCE W -5 (F ONE U E 0 K HEAD Y P— E R R A R ,E T I LAG T JAMB FASTENED A M THREADED) S TY S ET I AC A E PN W R E WITH TH EW ED' A KET 4 6Y 11 ST _3/ IS R I- MIN 3/1 POP R 3/16r 3/a*D If 14 X 5/8- M.S. MLC SLEEVE BY'HILD' I I F 4/HINGE 8) 1-1/4-MIN. EMBED INTO CONCRETE OR FILLED BLOCK 1 2-1/4'MIN, EDGE DISTANCE INTO CONCRETE 1-3/16- 4" MIN. EDGE DISTANCE INTO FILLED BLOCK CONCRETE Vc - 3000 PSI MIN, C-90 GROUT FILLED BLOCK I"m 2000 PSI MIN. X X 6 1.9,X 2.19;X 3.3"X .090" ANCHOR TYPE A OR 13 RA STEEL RACK BRACKETS SEE SHEET 3 FOR SPACING (1)PER BRACKET JIL SEE SHEET 3 FOR BRACKET SPACING N_ X ERHINGE Eqr:JAVAD AHMAD PRIDIDUCTIRENIEWIED FLA.PE 592 w 7-1/2" 1/4-20 SS BOLT GALV. NUT AmWxmKo?Wb STEEL TRACK INTERIOR S STEEL END ROU 14 GA.X 2-1/8'X I"(STANDARD CENTER .Oso' L� IL� 1.82 CIA.X.50'STEEL ROLLERS(STD.)j no. L 1 015 12 GA.X 3-5/16*X 1-1/2'(OPTIONAL 7/8-PUSHNUT 1.82'DIA."X.50'NYLON ROLLERS (OPTIONAL) m 015 FASTENED TO TRACK pLAIES ' .ttl_.0. (.PIT. W/ 1�4 2EDX 5/8'TRUSS MD. INSTALLED ON ROLLER SHAFT 2.75*MA.X.50*STEEL ROLLERS(OPTIONAL))— 02-21 LC;� M.S. LOCK NUT SECTION 8-9 2,75*Olk X.50"1 �OPTIONAQ 4' - WITH 5"STEM shoot o f 5 POP RIVETS1-1/2"X 1/2"X 1/8'HORIZ.ANGLE 5/15"X 1-5/8"LAG SCREWS INTO WOOD OR HORIZ. TRACK SUPPORT, FOR DOOR HEIGHTS UPTO 8 FT. 2-3/4'X 5-1/2'X 3'X.104" * 5/16"SLEEVE ANCHORS CENTER SUPPORT READ. ON DOORS WITHOUT INSULATION OR WINDOWS. GALV.STEEL WITH 1-1/4"EMBED INTO MASONRY EXREEDING 8 FT. IN HEIGHT 2"X 2"X 1/8"HORIZ.ANGLE OP ROLLER BRACKET ON EACH SIDE 3 PER BRACKET 11' A^+- FOR DOOR HEIGHTS ABOVE 6 FT.OR w FASTENED W/(B)# 14 X 5/8"S.M.S. 11 1 DOORS WITH INSULATION OR WINDOWS Z 14 GA.GALV.STEEL ADJUSTABLE SPOT WELDED TO-)/HORI2.TRACK WITH TWO WELDS AT 1-SJZ'APART FY iF�7 "gd SLIDE FASTENED TO BRACKET 2-t/2"X 4-7 f4"X 13 GA.STEEL PLATES 11 _J FIRST AT 3"O.C.,REST AT 9"0', O W/5/16-18 X 3/4"HEX HEAD WELDED TO 1-1/2"X 1-1/2" X 14 GA.ANGLE -- A•"' CONNECTED TO FCAG BRACKET ANGLE Q g M.SCREWS&NUTS, FASTENED TO TRACK W/7/6-16%3/4"BOLT&NUT a+ WITH (4) 1/4-20 SS. BOLT& NUTS AHORIZ. TRACK LENGTH - OPENING HEIGHT PLUS 12' AND TO SPRING SHATT GUIDE WITH TOP BRACKET (STANDARD) TOP BRACKET " (2) 1/4-20 X 1 ._80LT&NUT (OPTIONAL)• t��1 O LOW HEADROOM DOOR 7L HORIZONTAL REINFORCEMENT td GA.GALV.STEEL TRACK I/2"X 1-3/4'X 458'FORMED STEEL VERTICAL TRACK 0 -1' GLUED TO PANEL AND FASTENED TO 2-1j8'X i'X .OBD" AT n G VERTICAL STILES WITH ---i� SECTION A-A (2)3/16'POP RNEf5 2"X 5-1/2"XLV. .104" a O g FASTENED W/(4)N 14 X 5J8'SMS Qj,y D( G TDFF''R U.ER BRACKET FOR z F, L' LOW HEADROOM DOOR OPTION SECTION HEIGHTS BRACKET PLACEMENTS Q 6 S3 HORIZONTAL REINFORCEMENT DOOR 1/2"X 1-3/4"X.058"FORMED STEEL HEIGHT 1ST 2ND 3RD 4TH 5TH 61 82 83 84 85 86 87 88 _ L GLUED TO PANEL AND FASTENED TO .�F r-- -"'� VERTICAL STILES WITH -—1 6'-0" 18 18" 1B" 18"N/A 1170 2"I1-3 4" 23" 34" 45"L561 6T (2)3/16"POP RIVETS 6'-6' 21"78" 18"21'NIA t"TO 2"11-3J4" 23" 34; 45" " 657- 5 T -•5/16"'MEETING RIB 7'-0" _21"21" 21"21"N/A 1"TO 2.11-3/4" 23" 34" 45" " 67" - ! ' PLASTIC/STEEL ROLLERS 7'-6" 18"18" 18" 18" 18"I"TO 2'11-3/4" 23" 34" 45' 16" 67" 78-1/4" 1.82' DIA. x.50" ._.f 8'-0" 21 18 18 18" 21"I"TO 2'11-377774" 23" 34"• 45" 56" 87" ® Wj.d{ piA, %4-t/4"STEM = •-SECTIONS ARE NUMBERED STARTING AT THE BOTTOM n x FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10"O.C. OPTIONAL INSULATIONS; i BY'OYP�AST PRObUcis LLC' EPS-EXPANDEO POLYSTYRENE 24 DENSITY- 1.05 PCF O 1.9'X 2.19"X 3.3"X.090' / Z Uj NO-A.#11-0926.07 STEEL TRACK 8RACKETS / . 25 - OR n 2-3/16"HIGH / ISO-25 POLY-ISOCYANURATE r° CONNECTED TO TRACK WITH ��,. DENSITY- 2.0 PCF ) 1/4"60LTS&NUTS. / O 3 d� N -N.OA.c11-0926,06 m / 0 z� - OR EK'CELlDFOAM NORTH AuE8tC9: / DENSITY a 1,03 PCF N.OA. #10-1129.04 rQ ! t3 4 rF.4 OR BY'INSLRFOAM LLC" DENSITY-0.92 PCF }� N.O.A. d14-0311.D8 0 \ 14 GA GALV.STEEL \ROLLER HINGES FASTENED ry �gj Vtf(6))1 14%5/8'SMS MIN. 024"ROLL FORMED STEEL PANEL O 1 c d DRAWING QUALITY 0-40 M MIN.YIELD STRENGTH�39 KSIWITH PRIMER AND ED-ON u a S s - ,. -^ POLYSTER PAINTED TOP COAT TRACK CONFIGURATION g $ APPLIED TO BOTH SIDES OF STEEL Of 4 y w VERTICAL LIFT HIGH L1E2 STA DARD LIFT y(Zw �JEAQf�oM o s =2 X- •�Y DOUBLE TRACK 12 GA GALV.STEEL - BOTTOM BRACKET FASTENED AVAILABLE TRA-,'CK OPTIONS W/(4)B 14 X 6/6'SMS Oyu En9r;JAV VI AHMAD 8 9 ENEVIED FLk PEI 1.70592 pOT�>i1tC�7' �rt� t S I Y3 �' BOTTOM SEAL OPTIONS C.AN• 38 Buildil�0ode 6 F��SEE SHEET 5 AooEgNap?b -O fT OI SECTION A-A ft 1Robd drawing no. SEE SHEET 2 FOR LOCATION 02-21 OF REINFORCING TRUSSES sheet 3 of 5 3 4+ REINFORCEMENT IN, 1/2"X 1-3/4'X.058" lift ODGE ST, FORMED STEEL T� q z3 1-1/2"MIN, SELF DRILLING SCREWS - '� 9B X I- c Fc 2 I Dnr DIT 'g OR SELF DRILLING SCREWS "�► u� ' �n 'S I m 3/16"'RIVF.X'STEEL RIVETS MULTIGRIP W/DOME HEAD 3816''RNEX'STEEL RIVETS 3 i' C�.1 I S2 AT 4B"D.C. j � �S AT 48 O . DOME HEAD REINFORCEMENT f L 1/2`X 1-J/4"%, 1/4'DIA,UG SCREWS FORMED STEEL28Y _ 1/4"OtA.tAG SCREWS WOOD BUOK I -AT 8"FROM ENO5 'i -AT 8°FROM ENDSAND 15"0.C.MAX. i ` AND 15"O.C.MAX, n '^� I ~ W STRIP ADAPTER ALUMINUM 5EERIP ADAPTER oc RUBBER W'STRIPPING RUBBER W'STRIPPING 3 I dZ�ul_� 05La eJ%�~ lb s34 .700 A40 B1.7 Y! 13QMM SEAL OPTION OPTIONS OPTION '8' { w WOOD BUCK CONNECTION TO WOOD SUBSTRATE{Wd06 SPECIFIC cRAV}TY SG.0.56 MIN,} THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X8 SYP WOOD BUCK ATTACHMENT rY TO WOOD STRUCTURES.If THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN bS 6 WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE. t+. FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD,INSTALLATION MAY BE _ VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION, ANCHOR SPACING Z w � ANCHORS STRUCTURE_ EMBED SPACING EDGE DIST, _ 3 H HLC SLEEVE 6Y'HILTV CONC. 1-I A 8' 2" 3/8'8�CONFI.fX 8Y`FICO' FILLED BLOCK �' 3-314" O Bi STEEL STRUCTURE BY OTHERS J 'DYNA13OLT BY RW' GONG, 1-1 2 _2-1 2 5/16"% 1-Sje' MUST SUPPORT THE LOADS IMPOSED 3 8,POWER-BOLT BY POWERS C4NG to LAD SCREWS BY DOOR SYSTEM 3 H SLEEVE-ALL.BY SIMPSONSB" AT 12'OA, CONCRETE i'c-3000 PSI MIN. Q N 5 - Sf16"DIA.BOLTS C-90 GROUT FILLED BLOCK I'm 2000 P51 MIN. N "2 DOD..BIOK=.ON ECTlON_ MA ONRY WITH WASHER&NUT c'' AT 12 D.C. MAX. EDGE DIST, I PRESSURE TREATED•2X8 SYPWOOp,IAMBS WHICH-SHALL BE ANCHORED Ttl GROUTED REINFORCED MASONRY BLOCK WALL.0R_CONC.,COLUMN_W}TH'� r ULTRACON BY'EIT V/HT1'SPACINGaOE " R (12 OGS INTO GtiOUT FILLED_OLOCK-WALL.-WRH-2-1/4-MIN,_EMBEo-V 13"-0.C"INTO-3000^PSI CONCRETE,WITH 1-3/4"MIN. EMBED c 2-1f2"MIN.EDGE DISTANCE L-1 4"X 2-7/2"X 14 GA ! o 1_1/2" 1_1/2• �—.CONT.STEEL ANGLE 1-I/2" }��} 1/4"TAPPER BY'POWERS' WITH SPACING OF }2 GA.GALV.STEEL _ 8 L L'O,C.INTO GROUT FILLED BLOCK WALL,WITH 1-1/2'MIN.EMBED FIAT BRACKETS�3'LONG 13"O.C.INTO DODO PSI CONCRETE,WITH 1-3/4-MIN, EMBED 1/16"X 2-t/2 2-1f8'X 1"X 14 CA. 3°MIN, EDGE DISTANCE FILLET WELDS AT 12"Q.C.iN DOOR OPNG, GAL.STEEL TRACK A7 12"O.C. MAX. AT 18'O.C.ABOVE DOOR CPNG. FASTENED TO TRACK PLATES 3/8"CONFLEX BY'ELCO'OR CONNECTED TO CONT.ANGLE W/f2) %4-20X5/8•TRUSS HD, 3/8"LOT BY'ITW'WITH SPACING OF W/(3)SPOT WEL05 AT EACH SIDE SLOTTED .5.h LACK NUT in 23"O.C,INTO 3000 PSI CONCRETE,WITH 2-1/2"MIN.EMBED o a a d 3"MIN. EDGE DISTANCE CONTINUOUS ANGLE TRACK REVERSE TRACK CONTINLIDUS ANGLE YACK j( W000 RUCK TO STEEL TQ CONCR E AND FI ED BLOCK 3/8"HLC SLEEVE BY'HILTI'WITH SPACING OF o 10"O.C.INTO GROUT FILLED BLOCK WALL,WITH 1-1/4"MIN. EMBED,4"MIN, EDGE DIST. 13"QC.INTO 3000 PSI CONCRETE,WITH 1-1/4"MIN.EMBED AND 2-1/2"MIN.EDGE DISTANCE ALTERNATE TRACK_INSTALLATION VAD AHMAD PREPARATION OF JAMBS BY OTHERS EnOr:JAg CIVIL PRODUCTRENBWBO FIz FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY CA E S 70 sm 92 w6him Flues � I � ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED BY DOOR SSTEM.RpIM1M No ,d� bq FOR ODOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF RECORD, DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY drawing_ n0—.t PM& BUILDING OFFICIAL UPON INSPECTION. nn1C 4 GUIJ 02 B 2l MAXIMUM E%TERIOR(+) LOAD PER.LAMB (18.16'X 82 P5F)f2 291 Lbs per ft. MAXIMUM INTERIOR(-)LOAD PER JAMD n (36.16' X 44 PSF)f2 355.5 Lb,par Fl. sheet�jo 5� PLASTIC COMPLIES WITH DOOR PANEL CHAPTER 26 OF FBC I fn EVIDENCE GA.(.024)STEEL MIN. SEE DENCE PAGE l�--j A~. 1.765 1.725 7/16"DIA.WASHER 2 1 1.144 AI #8 x 3/*-SMS 21 3/4' L so 03 FROM ENDS 476--� AND 7"D.C. MAX. WBADTH EXTERIOR FRAM INTERIOR FRAM RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION 3': t (4)#8 x 3/4,sms c; CTION Ic .3 MAX. L6 i 0 AND FROM ENDS AN 6-1/2 04� MAX. viii .175 X .062 DEEP GROOVE A 1/4'POLYCARBONATE LEXAN ,f r,—_ .r _...� ._ . -01'SASIC INNOVATIVE PLASTICS' NOA#13-0717.01 LL co v z,3 d LD co Wz 0 < JA ' =3 020 W 0 kn� DO L �175 X.062 DEEP till --GROOVE tip VVI'Il -- c N! (4) #8 X 3/4--sms INSIDE ELEVATION T-3/s" c 1;FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS III AND 2"D.C.MAX. 1 1'0 #6 X 3/4.sms OC WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION 02. 0 3/8-FROM ENDS A75 X.062 DEEP AND 4-1/2-O.C. MAX. GROOVE .2 #a X 3/4'SMS 0 31e FROM ENDS AND 7"O.C. MAX. - ------ ppy ---- Engr:JAM AHM PRODUCT RENEWED Al ----7 z CIVIL FLA.PE 705 2 C. 42M A.N. 538 7/16'OIA.WASHER DOOR PANEL %fij 24 GA. (.024)STEEL MIN. EXTERIOR i - DOOR PANEL 15/16-MIN. D.L.OPG. drawing no, 24 GA, (.024)STEEL MIN. GLAZING SITE WINDOW WIDTH 02-21 �77 sheet 5-f 5 i i J ?PG idn ; G a �t m i1 iletycf dx,x ,t� .. <p u� r ++M.'` •S'�7,+r., M'p-3`'` f "!m. •° ^>< .: ^u•n n SP�.s kTx'�fir `?,,,;�J.t rc..,;, tE. t ttr y a z %tx r`zh . :hha2 fi fi4t ar��gs3oma .rs nkt:fiul z4 �±ja -r� � p ,a+fi4Ma'a1 I*- �" �aa },i Y' .a�,R_l fin,. r€,sk. F "+a.➢; [d't`.}.T. : �r « 7. µir�y'S�� `�, � � +��t.tl �FS��'��Shr�. �� k� r5r��.S+ *`�"��k ,G,t ��.,• •moi:5,'t�?�,a,3..k' .�#,: � �•a;�a�,�4�,�+ rtS.�iy; a„3id 53.,Yit.�..�c+,. }.6R2�`.�,'�`i .tyx,€''i '�� ,�is.•. :�'.t.��•a�.�`., f.rz 5 .,r`$"' F, .5��r G( � rp•:to�j �t Y X.v � .y,,�y'��'y�,:+m{�?.'�'"��.a�,F ,'�Py_ .�''�'A,�' a�itsr #l"�.��+$' t .i�i ..1..y'i. <ts"F#5jz -^+ c �,� � �, 5:�a� x•s,`:F 4 � ' � 'SN4d� ::�'� ''�:'i+.�#j �•;.'.:'!y�. .y�' '-�,`,�`.'�F31v;.'� .u•}2,'_ ..e+rs..�.et.L'1Xifz'"3.i'R'$�-.zEacas:r ,^rsa ..#��,�i "r„!�'�t'�tii�..'SL.�..titiF?si�a�'q�C�'�-.'-,'��':3.ra.#�4'$ek�t^.'f1,��ct<,�.rma:.r�.\3.�51i��;.5u^�Y..�3`yg,'�;"�ura{.•!� ati kik�tt'?�a��',F;�tati+S.i��.:x'>C:°��,�h r` {�X�' p,.,.. r _ � wali��u+�.c?iS�'s SCIS Home Log In User Registration o Rot'tbpics Submit Surcharge Stats&Facts i Publications FBC Staff BCIS Slte Map 3x Links Search i Product Approval �..� USER:Public User } �y jLTpduct Appmval.Menu>product or Application search>Application List F S tt F Code Version 2014 FL# 5891.2 LrI�� typ&a,K�.',' Application Type ALL Product Manufacturer ALL .0 rf, i Category ALL Subcategory ALL r(� yrs R Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL tA ` y Product Model,Number or Name ALL Product Description ALL Approved for use in HVHZ ALL 'Approved for use outside HVHZ ALL is Sr + iS� Tse x impact Resistant ALL Design Pressure ALL $ F o ,e Other ALL r .{��tir ysrl�4r � $ESatCh5_.A•. licatiotl5 `. ; El.5891_ Revision Thermo Tru Corporation Ryan J. King, i Approved Ba FL#:FL5891.2 RE, J{i _ory Model:b."SmoothStar" 1`8)3)767- xr�xs fiI"firs Description:6'8"Impact"Opaque Fiberglass Single Door(X)Inswing or 6555 Outswing Configuration S M. I Category:Exterior Doors i z •• j Y } Subcategory:Swinging Exterior Door Assemblies 'Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. �• X'9 t AAS �! y T,'i 51,5 't'F53� � �f5x'c��i f;•_ �` 4}a t c,k t,•" Contact Us::2601 Blair Stone Boad.Tallahassee FL 32399 Phone:850-487-1824 aM' rt ` r4 -e' The State of Florida Is an AA/EEO employer.Coavrt ,t 2007-2013 State o Florida, Pf_Ivacv Statement..Accessibtflty Statement,:Refund Statement t 5r A. , Under Florida law,email addresses are public records.if you do not want your e-mail address released in response to a public-records inquest,do not sane electronic r t.% f malt to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact¢So.48 .1395.*Pursuant to Section 'I8 rtr 455.275(1),Florida statutes,effective October 1,2012,licensees licensed under Chapter 455,FS.must provide the Department with an email address ti they have G gts iry r,'i1' >ri�1 7 e.; dos.The smalls provided may be used for official communication with the licensee.However email addresses are public record,if you do not wish to supply a personal ifs ` > S Fait k` p _ •tS" *i'�i 3 S �a address,please provide the Department with an email address which can be made available to the ublic.To determine if you are a licensee under Chapter 455,F.S., please click here-, Product Approval Accepter r} p �r}} tl x SecurityMetrics Credit Card Safe;, htlC5:�1P114'1J4I t; I'. Slftt'{i.G>` !iFxt,? <_N{'.3St}A26117, 112:07 Plv1 THERMANTRU 37.57'MAX.O.A. FRAME WIDTH THERMA TRU DOORS 1 18 INDUBTRIAI DR., EDGERTON, OH 43517 P36.00'WIDTH 101 1 X r8rr �,b E j i`4 "SMOOTH STAR" ® ® '�` a� FIBERGLASS SINGLE DOORa INSWING/OUTSWINGJ ,IMPACT, ry GENERAL NOTES x Is n = c f. This product has been evaluated and is in compliance with the 5th Edition(2014)Floridarida Building A a Code(FBC)structural requirements excluding the"High Velocity Hurricane Zone"(HVHZ). & g a I aI a A2. Product anchors shall be as fisted and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind bome debris protection fhis product complies with Section 3 1609.1.2 of the FBC and does not require an impact resWont covering.This product meets missile o level"V and excludes Wind lone 4 as defined In ASTM E1996 and Section 1609.1.2.2 of the FBC. a rn z L L 4. For 2x stud framing construction,anchoring of these units shall be the some as that shown for 2x ° W buck masonry construction. En R oo z 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. TABLE OF CONIEIM ^w n SHEETS DESCRIPTION N I Typical elevations,design pressures&general notes - OYERA(L bESfG`(J PRESSURE(PSO<. \m 2 Door panel details SWING FRAME r_z a 3 Horizontal cross sections D TINE a,E: 4 23 08 °z 4 Vertical crass sections B 5 Buck and(roma nnchodng-2X buck masonry construction INSWING 37,59"x82.19" +67.0 •67.0 sem, N.T.S. 9 6 Frame anchor ng•1X hock.ma<ar�ca s!n�t on ' ' "., ., a 7 Bill of Materials 8 Components OUTSWING 37.59"x 80,69" +67,0 •67.0 a K.BY.. LFS 3 Dfmwm HD.: M FL-5891.2 0 " a €' SHEET_L OF 7 N d R\Oicnts\The gTru plERMANENi\Rorids Piode+ctHpplvralsiF458911DrawircpiCLrrenr<Fl.-S841t1wg 22 1 d o ® 13 00 a NN Q m r' i� �1.5�-�•{�, � �0.81" x I o • � pq Z a cl o a h N x T S P A NN a a C � �9 . - .,. V^ 44 • n � lltlt!!!tt)� W&43409 ^ Q PRODUCT: 9xurn.nn Pt+ared 't 7HERi4i—TRU Lyndon P: Schmidt i • �ttiMQw••':• �� FIBERGLASS DOOR P.E No. 43408 �ir�r ``�ti $ mor-. :y �+ 2 ADATE UPDATE TD STH ED. 2014 FBC U'S PART OR SSEUIBIY: Bul IN0 CONSu4.TAN1'S�1�AO.tt111` 56DTQ2010 PBCJK PA. Box 230,VoiNco. FL 33599 tD NO gy DDDR PANEL OETAIlS Phone Na:813,439.9197 REVISIONS FBPE C.A.No. Y913 201313 A.W.9un.CIN[#CONflfULTANTn INC 4 4 E 10 INTERIOR 10 v. • :�� rrrrrrrUlr*tit >d a 0 21 E N ° \ E maa� ti 17 0 2 EXTERIOR $z 1 3 40 7 � Cul 3 3 g a •v �4 e2 E 20 C A ( > NN 4D xa 1-1/4"MIN, vvgS 3 EMB.(T)rP.) 3 HORIZONTAL CROSS SECTION .P 4 C 3 Shown w/TXsub-buck v •9 a a 27 INTERIOR INTERIORIN 10 10 95 Bo 0 N a EXTERIOR EXTERIOR ° o 77 �C 40 a 8 s 4 , N•-Q N A7 20 . e = • O • K v N"Z it D K20 ` oae 4/2J/08 i I N.T.5 8 avc.BY: AL m 1-1/4"MIN. �E Cm BY. LFS 3 1.1/4"MIN. M*D4 NO 1 HORIZONTAL CROSS SECTION / 2""\HORIZONTAL CROSS SECTION m EMB.(TYP.) FL-5891.2 0 3 Insw ng conftgurotion 3 Inswing configuration o SNCEi j Or 7 N r. .......... i . , .. , ........... � �22&v . ' » s ° ■ ° ` ^ ` ` . \. k\ I�` °° A £ §/ � �f 22!§ � c © t« © 7 !, 7 e INTERIOR EXTERIOR a §\ INTERIOR EXTERIOR , , k t gmCAlCROSS SECTION 2 VERAlCROSS SECTION 4 ■swinQfi, «r Shown / i eR. EXTERIOR EXTERIOR INTERIOR ® a� ƒ § # 3 ■ (R E { 7 ae Or � » m m we ■ 22 ( _ Z& / & 2 «mC � ~- - # VERTICAL CROSS SECTION m_ i } | 4 Inswing conr n 4 _NO.: A �El2eU _ § \ EU OF 2 & . . n ' • <• G1 ��I ••\\ J 61 > D • mo*{ 2E 2 aga MASONRY TYP.HEAD& MASONRY a g OPENING JAMBS T OPENING g t FRAME K No TYP.HEAD& z JAMBS Q Cj u W p I ^O zip �z 2X BUCK O (Ai wv 2X BUCKS, m N V � Q O O Uj cow 3 N En BUCK ANCHORING STRIKE JAMB FRAME ANCHORING HINGEJAMA o a Masonry 2X buck construction iE o uT N CONCRETE ANCHOR NOTES: '°i 1,Concrete anchor locations at the comers may be adjusted to maintain the min. 1 t?o edge distance to mortar faints. ' 2.Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to maintain the min.edge distance to mortar jalnts,additional concrete anchor s may be required to ensure the MAX,ON CENTER"dimenslon are not exceeded. 3.Concrete anchor table: 28 K —� G h11N tLEARANCE MIN C4EARi41VCE N a ANCHOR ANCHOR MIN TO MASONRY' .:T4 ADJl16ENT 10 TYPE SJI . Etd8E8MENT ECCE ANCNC7R . ' 10 c4^2 v a " 27 K DATE: 4/23/08 i TAP ON 1/4" 1.1/4" 2" 4" sws: N.T.S. ° Y SILCO i/4" S•i/4" i" 4" owc.BY: AL m GtiRACQN 9 trot.sr: LFS 3 WOOD SCREW INSTALLATION NOTES: a 1.Maintain a minimum 5!&"edge distance,I"end distance,&I"o.c„spacing of wood screws to prevent the splitting of wood. HINGE DETAIL [ATCH DEADBOLTDETAIL FL-589 t,2 d n 0 sHm 5 or ? < a i • d �Htl .......... ♦ • pp tt�yy�pp MASONRY OPENING C a �+ ca 2$ G 3a J FRAME " TYP.HEAD& T— JAMBS =VO i �o x9 Oy y Pis I BUCK , U z LATCH 6DEADSOLTWAIL � dz O q K ., �m • • y p• `t , � N SMXE JAMB FRAME ANCHORING HINGE JAMB Mosonty IX buck construction o 0 5 �ry CONCRETE ANCHOR NOTES: °Q 1,Concrete anchor locations at the comers may be adjusted to maintain the min. Cull edge distance to mortar joints. Z Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to 9 z maintain the min.edge distance to mortarjolnts,additional concrete anchors H = may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. 3 Concrete anchor table 10 N�o ANCHOR AlV�HOl2 M►N,,: MtN:CLEARANCE AtIN GLEAR,QtVCE; �� '`O k' TYP6 SLi6 6Nl86ltMENT ro MAsnNRr id ADJACENT" o" WF-, 4/23/08 nw = N.T.S. TAPCONe 1/4" 1•1/4" 2` A" n oma.BY; AL m ? e 3rtS" t•ti4" 3" t•t/Z" anc ar: LFS 3 TAFCON HINGE DETAIL WOOD SCREW€NSTALLATION NOTES: FL ow+ -5 5 a I.Molntain a minimum S/8"edge distance,)"end dtstance,8 I"o.c.spacing FL897.2 a of wood screws to prevent the splitting Of wood. a s�+cer 6 ar 7 9 G BILL OF MATERIALS .......... % nEM DESCRIP170M MATERIAL A I X SUCK SG>=0.55 WOOD WOOD W B 2X BUCK SG-0.55 4, C NW.IX SHIM SPACE WOOD D IXX 2-3/4'PFH ELCO OR ITW CONCRETE SCREW STEEL E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 G 13/16"X 3-1/4'PFH ITW CONCRETE SCREW STEELd 2.31, H I 1/4"x3-1/4"Pr+i ITW CONCRErE SCREW STEEL W :3 J IXX 3-3/4'PFH ITW CONCRETE SCREW STEEL HEAD SIN #8 X 2-1/21'PFH WOOD SCREW 19 20 SIN K STEEL Q19 20 HEAD SIDE L #IOXTPFHWOOD SCREW STEEL omb 7 SHORT REACH COMPRESSION WEATHERSTRIP FOAM 8 LONG REACH COMPRESSION WEATHERSTRIP FOAM H J K 7 8 9 .4XCHINGE.097"THK. STEEL 10 010 X 3/4'PFH WOOD SCREW STEEL 17KWIKSET SIGNATURE SERIES PASSAGE LOCK STEEL 18 LOW PROFILE OUTSWING BUMP FACE THRESHOLD ALUM./WOOD :za 19 HEADER JAMS(PINE,S.G,>=0.42) WOOD p:,�§� 20 1(n SIDE JAMB(PINE,S,G.>=0.42) WOOD 21 KWIKSET SIGNATURE SERIES(780)DEADBOLT STEEL m a 27 f LATCH STRIKE PLATESTEEL 4,62' , T 28 DEADBOLT PLATE STEEL 0 R 32 DOOR BOTTOM SWEEP PVC 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. 1-81-QW�PIIIE�QMWNG�IUMPIACE. CL 40 FIBERGLASS DOOR PANEL-SMOOTH STAR SS DOOR SKIN.070'MIN.THK,FIBERGLASS BY smc 41 THERMA-TRU WITH YIELD STRENGTH Fy(MIN.)=6,000 PSI 42 TOP RAIL COMPOSITE 43 LATCH STILE LVL WOOD 44 HINGE STILE WOOD En 45 BOTTOM RAIL COMPOSITE Zu c z 46 POLYURETHANE FOAM CORE-1,9 LBS.DENSITY FOAM 5.75 47 LOCK BLOCK REINFORCEMENT WOOD eq NOTE:WOOD/LVL COMPONENTS(PINE,SG>=0.42) w al z 2N 4123108. 11 $cxv N.T.S. owc.ory., AL a CHK.W. LFS DPA"G NO.: FL-5891.2 sHw 3 cr I a BCIS Home 1 Log In I User ILegisbMGn Hot Topics ? Submit Surcharge i Stats&Facts i Publications .'FBC Staff ti SCIS Site Map i Unks Search Product Approval , }USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL11398-R3 Application Type Revision Code Version 2014 Application Status Approved Yk Comments " Archived -; L� " Product Manufacturer Town and Country Industries, Address/Phone/Email 400 West McNab Road Ft.Lauderdale,FL 33309 H (954)493-8551 tomj@tc-alum.com s Authorized Signature Tom Johnston tomj@tc-alum.com Technical Representative Thomas B.Johnston Address/Phone/Email 400 west McNab Rd. Ft.Lauderdale,FL 33309 tomj@tc-alum.com Quality Assurance Representative , F Address/Phone/Email 5 Category Shutters Subcategory Storm Panels 4• , Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer +_ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed John W. Knezevich the Evaluation Report Florida License PE-41961 Quality Assurance Entity National Accreditation&Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By ORLANDO L.BLANCO,P.E. "R '0-3!Validation Checklist-Hardcopy Received w Certificate of Independence FLi1398 R3 COI CERTIFICATE OF INDEPENDENCE SS odf Referenced Standard and Year(of Standard) Standard Year a< TAS 201 1994 TAS 202 1994 r TAS 203 1994 https;hunuw.floridabuitding.org/prJpr app_dtd.aspx?pararn=wGc: QwlDgviL5Kl5SWld8L8NgFgtlo€aviKH279tv6JyWpLNPrihP-/—>hvOQdro3d 2177117.326 PM Page 1 of 2 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/28/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/04/2015 Date Approved 06/22/2015 Summa Mof.Products '� ,, <� �� r i� -�$ � b FU Model,Number or Name Description r 11398.1 050&0615 STORMLOCS PANEL 2"X 12"ALUMINUM STORM PANEL Liml Installation Instructions Approved for use In HVHZ:Yes FL11398 R3 II KC150107 Rev 0 SS.Ddf Approved for use outside HVHZ:Yes Verified By:John W.Knezevich PE 41961 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See Span Schedule Sheet 2 of installation drawings. FL11398 R3 AE KC Ey 1uuation Report 150107,odf Created by Independent Third Party:Yes 0 Contact Us::2601 Blair Stone Road.Tallahassee Fl,32399 Phone:B50-467-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 state of Florida.::Privacy Statement::Accessibility Statement::.Refund Statement Under Florida law,email addresses are public records.If you do not want your a-mall address released In response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact:850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,ES.must provide the Department with an email address if they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S., please dict here. Product Approval Accepts: SecurityMetric5 Credit Card Safe! https:/Aywiv.floridabu:td;ng.org/pri�i app_dU.aspx?param=wGEVXQWtDQVIL5KISSVVIdBL8NgFguofaviKHZjgsv6Jyl'4pLNF'tlitf�r .,*ASd°,.3d 2/7117.326 PM Page 2 of 2 LIMIT ONE HALF PANEL PER OPENING 2.0 2.0 2 02" d �� Z. 0' .060'3.00"MAX. 2J094' 250' t•T5«• !A5"MIN. ".062" 2.250" 0 Ot" io .!7` .07' c N N .844"T P. 094"T F. e� .t0" >n z W SEE NOTE "3 SEE NOTE s . e d 4 " in Q» : F3No 12 No.'12 o a o 0 3yat a 0 25" N N12.00"CDYERAOE 6,000•COV£ O t,. .3 250"2.000" 375' W STORM PANELa HALF STORM PANEL (1'h"HEADER O'W HEADER BUILD-OUT"U"HEADER SCALE 13*■P-0" SCALE i 3".1'-9' SCALE 3".T-0" SCALE f 3".V-0" SCALE.3"■T-0" go 1/4-20 MACHINE mA 14-20 MACHINE CR W 12" 1/4-20 MACHINE 1.525` 3385"MAX. "Tr SCREW O.CI5Tu0 O.0 S St7tEW tz'O.USTUD a 6' p'y"m _ OIREC ON MAY DIRL TIO MA p BE REYERS£DI 6£R V RSE�1a WIR TiDN MAY 177" Y . 91" BER YERSED) , 345' .090"1S0 " .090"tgo TYP :215" 465 55 �,Qp» 2A0« .�+ °.- 91" o x.275 060" .215 a 313" W 3 O5.00"MAX. 632" d 090" Z_3151 R .0 0 ` 377"D ANGLE STUD ANGLE STUD ANGLE S SCALE,3"■1`-0" @SCALE,3".1'-0" �b--� 1.00'MIN. SCALE,3'.1'-0" 5,00"MAX. � OEM DANGLE �C-TRACK(FINISH) 65 C-TRACK \;1 BUILD-OUT F-TRACK L TNESEEV�ALUATRNIOOCUMEN)SREPRESENTASHUTTERSYSTHMAI DDNAMORWWWDNTHESTH SCALE.3".I'-0".1'-0" ti@SCALE.HALPSIZE SCALE v HALF SIZE Y✓SCALEiHALFSIZE b. Z PR�U iRORtD OLUMNGCODEFORUSEW'RIDNANDONSIDEOFTHEHiGHVEt2M, HURIUMNE�ktE��ry{Qy.� Ci PF RMARMTESTING WAS CONDUCTED IN AMDRDANa WIIHTAS 201,7.05700,0TAS203ANDTHE5TSIEM L4 ,376" 76" LARGE MISSILE IMPACTRESISTARt. .190 .t90 3. DEIERMINETHEP65iiP/EANDNE'GAtIYE0E5YGNtOADST0Ii5EY0iENREFEAENCOIGTHESEDOCUMENiSRiA0C0ADANCE w. 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THESEEVAWATHHLDOOIAr'J:NL5ARETHE INSTALLATION IFISTRUCBONSPORDONCFAPRODUCTEPAWATfDNANDSHALLONLY ^ w a BEUSEDWITHTHEOORAESPONDINGPRODUCTEVALUATWNREPORT.MEOFTHESEAPPROYALINHADdENLSSHALLCOMPLY "--` 0 0 120 GA.GALV.STEEL GR 40 1NTN OIAPTEH 6IG;SS.23 OFTHE FLORIDAADMINISTRATNE CODE T OR 0,050"606!-76 ALUM IL THESE EVALUATRHNDOOIMENTSARESURABLETOBEAPPLIEDSYTHEODN RACTORPROVIDEDTHECONTRACTORDOESNOT 2.00' LOPTIONAL yL DEVIATE MM THE CONDITIONS DEWIEDHEWN AND THE WNTR4CTORVERIFIBIWATTHE WSONGSTRUCTUREDOES NOTP DEVIATE IN EITHER FORM OR MATERIAL FROMTHESTRUCTIIRALSU65TRATES DETAILED HEREIN. LEG DIRECTION QJLMAC3ALL01F) KEYHOLE R ANYMOSDLRCATIORSORADDITIOtbTOTHFSEEYALUADOR000>f<dENNiSWitLYWDTNEt:VAIUATOAWCUMENiS. j�'F'TRACK Qe 'P ANGLE-TRACK WING NUT . �0 WASHER ITE SOSPF.CIRCD MEN U T�TTHEOEYUTIONSEP�AR�9CdJEO,DATEDDIAANO5EA�8YAlul(k�IESEDE�NciTINETEROOR @SCALELHALF SIZE SCALE.HALF SIZE SCALEHALF SIZE SCALE "ALF SME 1L SPDARCHRECC WIDTH UNLIMITED IN MINIMUM INORRMAATIIOONN••ENRYtABEIED ATASPADNG NOGAFATEATHAN 36'ON THE FAfEIODR FACE IPERPENDICULAR TO WA&COUNIRYLYD. PANEL SPAN) •y�� FORTLAUDE11pA�A TOP MOUNT 9lAD2Q1, g TYPICAL SECTIONS _ - r �} N HCAPPROVA2NUY2ER ,�� 31 ALUMIN�MSTp SHALLBE3004+L344R505i2}L36NUMINUMAllDYWRHMNMUM71iDDiES5AS5PEOFLEDIN 15"r At�Pl1Wt( ABIE^a \, SIDE � � 19 DRgU510 SMOLBE5054145AWMINUMALLOY,LIMA u� 1.00" t MpTIN1 +++ 11 1SLLLTRti�}L ��ERS,DCLUDINGRLSTAUATOtiFASiENERSSHAttRESFAINIF55STIDWRHAMHLtMllMT@}8LE S< PLAN\. PLAN N TOPANC SOTTOM flETyIS MAY BEIMERCWIBCEDAS NEIeCONDIRONSREQUINE.PANELS MAY BEMOUFREDNORRONTALLY dr VIEW 650" VIEW _A'a WHEREAPPUCABtE.ydUHEADERSMAYPtOTBEiSE0F0RHOR®7HTALMIXIHTLHGCONINTL0N5. 16 TRAOILSMAYBE REMOVAS,PRCMDIDREMOYAS EANCHOA5ARE USED. 0 w HOLES/ 17.IFPANELOVERIMSOPENNGBYISTIMESTNEGAPOERVEFNTHEWALLANDPANEl.NOSRIECLOSURFSAREAEQLIINEO. (, Lmax..SEE STORM PANEL SPAN IB.PRiNiDES£ALARTAt011NOPAOMETEROFCOMPONENTSINOLNTAtTWRR5IRUCRIRETO PREVFNT'WATEROiTRttStOti w 8 ! \ B,ND"PONENTS � SCHEDULE-TABLE a .�,'� �`Ktt..va tuC.esiilt VIN _ /( 1315"Ir'--1 a- /, TYPICAL HORIZONTAL ELEVATION v _•�-�-�YHOLESCOT SCALE,1/4* B" ,650"0 ✓-� r¢, � -.:0A4S/N2O8T/E1D , BOTTOM MOUNT Drawn ` Date.04 20 O15 TYPICAL VERTICAL ELEVATION SCALE.1/4'.V-0' HURRICANE PROTECTION °^'a.:""..• 'sheet1Af8 C:Wau•wm end SeW1VXMWtu"Dotumeft%Google DdWV4N7Umjeds_Cer CO J MEuMth1C AD2OlAO2LKCL50107 78ORD-SOVMM107.OLd ig,4/24,701S 12:01:40 AM,Ledger,2:1.02337,www.N0OLVWffielae TABLE 1:PANEL SPAN SCHEDULES TABLE 2:MINIMUM SEPARATION FROM GLASS SCHEDULES [� W J-F+ " 0.050 ALUMINUM PANELS 0.0615 ALUMINUM PANELS 0.050 ALUMINUM PANELS 0.0615 ALUMINUM PANELS POSITIVE MINIMUM SEPARATION POSITIVE MINIMUMSEPARATIONis N Sig POSITIVE OR I L max. L max. POSITIVE OR L max. L max ASO SHUTTER FROM GLASS ASO SHUTTER FROM GLASS I I W , I NEGATIVE FOR FOR NEGATIVE FOR FOR' IN W. SPAN INSTALLATIONS INSTALLATIONS WINDLOAC SPAN INSTALLATIONS INSTALLATIONS Z ag I ASO POE TIVE NEGATIVE ASO POSITIVE NEGATIVE W. $30, '.30' 1W. 930, �-301 z 0 5;N a WINDLOAD I WINDLOAD .W1 ASD ASO W. ASO ASO ABOVE GRADE ABOVE GRACE (PS I AGO VE GRADE PSF) WINDLOAD WINDLOAD (PSF) WINDLOAD WINDLOAD (PSPI 72^ 3- 72" VE GRACE AGO o 23 144" 144" 27.5 144, 1441, 30 104" 3. 2" 27.5 104" 3- 1-7/0' 14 4- 30 143' 144" 135, v 3-1/4" 144"- 72' F T--1/2- 72" 3- 1-1/2" 30 35" 144"--) 35 130" 144" 40 3. 2-1/8' 40 104" 3- 2- ig 144" S. 3-1/4" 133" 4-1/8" 3-1/4" 40 133, 40 126- 143" 45 129' 144" 3. 3. 72* 1-1/2" 72' -r-1-/2- -3/8" so 104" 3- 2-1/4" 45 122" 135" so 126" 139" so 104" 3 2 m OL so 119" 129" 55 123" 132" v 3-1/4" 126" 4-1/9" 3-1/41, 55 1 116, 122" 60 120" 127" 72" 3. 1-5/8" 72" 3- 1-5/8" 60 104" r 2-5/8" 60 104" 3.. 2-3/6" 60 111" 117" 65 lie" 122" 1111, S. 3- 120" 4-1/8" 3-1/4" 65 107' IlZ" 70 116" 117' 72' 3. 72" -3- 31 3. 108" 75 1131, 113" 70 3" 2-3/4" 70 1041, 3. 2-5/8" 11 70 10 103, 1 7S 96- 104- so 109- 109" so 72* 4-1/8" 3-114" 80 901. 99" es 106, 106- 9W. 3. 2-1/4' 72" 3. 1-5/8" 6 7 0 5 a R BE N7 Ir S ,.0 3. 1-1/2" 80 104" 3" 2-3/ v as 84" 60" 93" 90 102" 102" 90 -80. 3. 2. 109" 4-VV 3-1/8' 90 so, as, 9v 96, 95 6 3. 3. 9,_ G-_ 1- M6 100 60* 3. 1-1/2" so 60" 1-1/2" as 95 7S 83" 100 91" 91" 72' 1-3/4" 102' 3- 2-7/8"- 1 110 481, 1-3/8- 60" 3. 100 7V* 79" 110 83. 83- r 1-1/2" 100 Ila 65" 72;$ 120 76" 7V 65, 3- 1-5/8" gr 3- 2-3/8" 12.01 60" 66" 130 MN.A. 70" 49' 1 Ila 48" 3. 130 N.A. 61" N.A. 60" S. 1-V2" 83, 3- 2-1/8" 140 N.A. 561, ISO N.A. 61" 120 46" 3- 1-3/8" 76" 3- 2- ISO N.A. 52" TABLE 1&2 NOTES: I.SEE SECTIONS FOR SHUTTER SPAN DEFINITION, 2.FOR TAJLE OP DET ,MINE SO THE POSFgVE AND NEGAqE R TIPT, I[DEW IOAP� PAN R EACH AND US £E S 1,1 fWO r 3.1111111 HIGHE LOIPTAODS BETWEEN ABULATED VALUES.USE NEXT DETERMINE AILOWABLE SPAN. S�IATjyjfl Ot? F ERAPNV q1tegITIVE S UTTER SEPARATI ROM GLASS. "j.WMezOvIch r r-rFi.mml Q6. ze 7--04/28/11 Drawn, JD70,5•ARV! Date:041 HURRICANE PROTECTION -��' --sheet2w Q%Doaorerft and"ftPV4C4rft"DooffnerftXG000e DrOeV41DLPMecfs-CadXCB-]MewAch%CAD2015%OUCIS0107-I&CVtD-AlbVGCM107-Mdwg,4/151201511:50.03 AM,Ledgm,1:1.02339,www.MIDIVarafecm EXISTING CONCRETE EXISTING CONCRETE, HOLLOW CONCRETE hLOCK OR HOLLOW CONCRETE BLOCK OR EXISTING CONCRETE, //-0 TIONAL LEG DIRECTION t;z tz; WOOD FRAMING WOODFR FRAMING "rtV HOLLOW CONCRETE aLOCK OR CONNECT cs CONNECTION TVIll WOOD FRAMING CONNECrIONTM a! CONNECMTVN REFERENCE ANCHOR ITYP.TOP AN BOTTOMREFERENCE ()Z NCHOR REFERENCE ANCHOR B. SCHEDULE FOR MAX. SCHEDULE FOR MAX. SCHEDULE FOR MAX. SPACING �19 SPACING S NO 0 Q g 1/4"MAX. Z p- V /2" /4"MAX, -A. V4�"MAI. @ j r.-iae a EXIST z WGLAZI GLAZIN EXISTING -C a so SEE MIN. STORM PANEL SEE MON. SEPARATION STORM PANEL gum FROM GLASS SEPARATION 12 , EXISTING 1 TABLE 2— HulFROM GLASS yr GLAZIN SEE MIN. TABLE 2 STORM PANEL us W Ji z SEPARATION FROM GLASS if TABLE WALL MOUNT SECTION OPTIONAL TOP MOUNTING BUILD-OUT MOUNT SECTION R SCALE,3" V-0" 1J SCALEt 3"-T-0" SCALE-3's V-0' EXISTING SEE MIN. GLAZING SEE PANEL SEE HIM. SEPARATION [STING FROM GLASS GLAZING STORM PANEL SEPARATION TABLE 2— IL FROM GLASS TABLE 2 17if 9 MAY B9 09 EVERSETV N ui k (A Hiti 7 So -40. W E 4 J wCA CONIIIECTION rM CA CONNEC13ONT11ME 1/4"MAX. tj REFERENCE ANCHOR REFERENCE ANCHOR S 4'MAX. SCHEDULE FOR MAX. SCHEDULE FOR MAX 1/4-20 MACHINE 13OLTIA SPACING SPACING SCHEDULE FOR MAX (TYP.TOP BOTTOM) REFERENCE 10R EXISTING CONCRETE LOCK NUT If 12'D.C. SPACING HOLLOW CONCRETEL L 'U'DRIA Al, CONCRETE OCK Ot CA ectarmm L DIRECTION WOOD FRAMING.SEE DETAIL REFERENCE.ANCHOR WALL MOUNT SECTION SCHEDULE FOR MAX. SCALE0' BUILD OUT SECTION SPACING BUILD-OUT MOUNT SECTION SCALE-3*■V-0" -EXISTING CONCRETE. SCALE-3' V 0" EXISTING SEE MIN. HOLLOW CONCRETE GLAZING STORM PANEL FRAMING WOOD EXISTING SEPARATION FRAMING GLAZING— ED -0 CONNEcncw TVFE EXCEED T 00 NOT z w -JJ LiJ.LLI XCEED CHOR IS -REFERENCE ANCHOR =1MED SCHEDULE'SPACINIL SCHEDULE FOR MAX, USE R 0 L R SPACING ffly"NOT SEE MIN. WITH OR IN MAX. STORM PANE C a IT (INUT z 9 WASH L%CA STENER IN ZadW POR ;�A LE 0 to F IL SEPARATI HURRICANE PR.01014 I EXISTING FROM(ILA KEYHOLE WASHER GLAZING- Ed ku TABLE CA COKNOCnON TM 3 Z-1 4MUccMW-PLUM REFERENCE ANCHOR SCHEDULE FOR MAX. -C SPACING----------- o_ ruin 10 SEE MIN. STORM PANEL 4'MAX. SEPARATION 04/28/V FROM GLASS fa U COWAECIIONTVM TABLE 2— w 1 REFERENCE ANCHOR & SCHEDULE FOR MAX E Drawn i 17 - SPACING Date:041101201S, IL -N�CEII DIRECT MOUNT SECTION AOUNT-qFCnON J m FLOOR MOUNT SECTION SCALEt 3'.11-0' cV)oammft and SftnPXMCartu"DowmentsjGoVe DrtnMIDI-PMje=-CDACS-7ffj=04ChXCAD2015\OZJOCISO107-TECVtO 9jb\MW107-(GAV,4/15-201S 11:51:31 AM,Lad^LIMM,wwwXDkVwab&= CI CONNECRDN TYPE REFERENCE ANCHORpz SCHEDULE FOR MAX. Z-i rgn 6 16 SPACING a <m s�„ o.< 2AA"LL x 5"x 1/6p""CONT. o" v 77gg�� ¢~ W%1/4-2005TUD5 E EXISTING CONCRETE, EXISTING f. IID 12"0.[.- 9 = �'Z P• HOLLOW CONCRETE BLOCK OR GLAZING FRAMING 1 N aa8�'5E+�• 8 WOOD i Z SEEMIN. W u+ 8 (TYP.TOP AND BOTTON7 < STORM PANEL g y W' +��. 9 a F SEPARATION B N z TABLE GLASS a-C 1 161 "'p -- r N O6CQ�ioN TTR � ►/1 w� o EXISTING i GLAZING-- 1/4"MAX. REFERENCE ANCHOR SEE MM. 1 m TMFE 73ETE. SCHEDULE FOR MAX. REFERENCE ANCHOR SPACINGTORM PANEL s Q E 1" SCHEDULE FOR MAX.SEPARATION E.r . SPACINGFROM GLASS rn XISTING CONCRE EE�+ TABLE 2 HOLLOW CONCRETE 6LOCK OR HOLLOW CONCRETE BLOCK OR O"F"TRACK MOUNT SECTION W FLOOR MOUNT SECTION woaD FRAMING O SCALE.3`w V-0" ®SCALE.3".1'-0" ©BUILD-OUT SECTION it 1"x 2" 2""2 w 0 055"6063-T8 id m EXISTING K EXISTING CONCRETE i 2"x 4' STORM PANEL = Q GLAZING HOLLOW CONCRETE hLOCK OR 2"x 5" ALUM.TUBE SEPARATION <® GZ 6 O 1 a< SEE MIN. ~ WOOD FRAMING EMS b 9COIDIF0101'rVE FROM GLASS STORM PANEL tnN~ REFERENCE ANCHOR TABLE 2 SEPARATION IS SCHEDULE FOR MAX. H FROM GLASS SPACING to TABLE 2 4 9 =0 2 gg 4 W wa86�& W t a /2" _ 1/4"MAX, o qp c t y N 1 ra w— rW m= MA1. X. aa L :I-� 9 d + .4 a'm ' 1/4-20 S.S.BOL w IL a i NUT(G 11"0.C. .I! W DOUBLE 2"x . x 1/B` dg GLAZING 1 a~ EM h FON 7YlR 1/4"MAX. CONT.ALUM.ANGLE SEE MIN. h b SCHEDULE FOR MAX. REFERENCE NTCTHMOR STORM PANEL SCHEDULE FOR MAX. SEPARATION a O SPACING SPACING FROM GLASS 2^ z TABLE 2 'e H 12": 2; S .I{ x 0.055"6063-T6 ALUM.TUBE 2..S 1< XISTING CONCRETE ;' �;�WALL MOUNT SECTION OO INSIDE MOUNT SECTION HOLLOW CONCRETE BLOCK OWALL MOUNT SECTION No SCALE.3".1'-0" OR WOOD FRAMING SCALE,3".T-0" SCALE.3".1'-0" NE 1/4"Ix MIN.5"LONG TWO 1/4'Ytr MIN.4"LONG STAINLESS STEEL THREE 1/4"Ox MIN.4" WOOD ROOF TRUSS WOOD LAG SCREWS EXISTING WOOD LAG SCREWS®24"O.C.MAX WITH LONG WOOD LAG SCREWS OR FRAMING MEMBER 1_1/2'1-1/2" 24"D.C.MAX.WITH WOOD FRAMIN 1-3/4"MIN.EMBEDMENT INTO EXISTING STUDS ,gx�24"O.C.MAX.WITH 1-3/4" EXISTING STUCCO 24 EMBEDMENT 1"x 4"x 1/S"x CONT.ALUM, CMBEDMENT INTO WOOD MEMBER FINISH OR PLYWOOD O INTO WOOD MEMBER 2 TUBE WOOD ROOF TRUSS SOFFIT 14 x 3/4" 1-1/2"1_1/2" OR FRAMING MEMBER TWO 1/4"Ox MIN.4"LONG ' ,b� TTEK SCREW HALL BE PERPENDICULAR EXISTING B I WOOD LAG SCREWS p y 4"MAX. 0 THE PANEL FACE GLAZIN = I I I I 24 O.C.MAX.WITH EMBED. INTO WOOD MEMBER EXISTING STUCCO FINISH OR PLYW000 I 1 /4" tu I II I I SOFFIT i"x VOR r x 6" MAX. 0.f 1/4" 062"CONT.ALUM. r� MAX. TUBE(6063 -T6) u: Ik�SUF 1W{ktle 9 6i. 114 x 3/4" �2 G.. �`; tf f ti. ro>I. c - TEK SCREW h *'� '� ` 1 am 3 14x3/4" . u: SE 1 STORM 12"O.C. �cn *" ..' r'�a ,• ' EMBEDMENT �y® x CONT.ALUM. " TEK SCREW< 0! PppN L rg FRR0 W GL25 TALE 2 TRUSSES t p y a ANGLE OR 4" �gp 12"O.C. I—6. < fA X 1/4"x CONT. TRUSSES u "iq =j s EXISTING 2 ALUM.PLAT . II --04/28/11' - GLAZIN E< EE MIN.STORDI 1 x p r H EXISTING PANEL SEP.FROM s < Q 10:-",'AS NOTED. SEE MIN.STORM PANEL GLAZING GLASS TABLE 2 0 " Date:O4 10 2075 SEPARATION FROM GLASS 'g r Q Drawn"�y ARV. TABLE 2 O BUILD-OUT SECTION ©CEILING MOUNT SECTION b � (�' ®BUILD DOWN SECTION KC1 lO7` SCALE.3".1'-0" SCALE3`=1'-0` HURRICANE PROTECTION SCALE.3`.1'-0^ ^sheet4o18 C:\)oc.mlem and SettlagcUNCartu ft DaammLs\Google Ddva'J4lDl Pmjact X08wKmw ichXCAD2015X02-KC1S0307 T&CWZ s.bV=50107-04 .dwg,4/15/201511:51:46 AM,Later,1:1.0233,www.ht)asparatemn rig Z(3 UZA --!-LOCK SYSTEM IN PLACE USE®OR6 WITH t7 WITH A THUMB SCREW 1/4-20 x 3/4" GLASS 0 OR TRUSS HEAD BOLT. MACHINE SCREW = J " DOOR S3 w WITH.675"x.675" 1S W SEE MIN t < t x.125"SQUARE !V +�+ STORM PANEL 0 aARATIONy{q� SCREW HEAD N Z' FROM GLASS a 6 " NYLON BUSHING " uj F 1M'DA.x 1/4' 9ti0 TABLE 2 ti 1/4-20 x 3/4" OR 1/4-20 S.S.NUT 4TYP.fA y MACHINE SCREW � Q�iLL>y WITH.675"x.675" ETAIL L w x.125"SQUARE �ud1 1 19 w V 0) `SCREW HEAD C o M< 16•I D AND E3 1 y 1/2"O.D.x 3/16" � ® �~ / BBUSHING OR Vk-20 ` C1 ODNT�ECIXl Im MIN.. ra EB . NUT(GALVANIZED) B' ~- SCHEDULE FOR MAX. ©C-TRACK BLOW UP �p, EXISTING CONCRETE SppACINQ S sCm HALF 512.E cis HOLLOW CONCRETE ALOCK OR TRACK ASSEMB Y O WOOD FRAMING ISOMETRIC VI I L C-TRACK ASSEMBLY-INSIDE MOUNT ROTE USE OF DtSAiL SHALL 8£IN CONIUHCRON WIT"AN O N.T.S. LOCATION S SCALES 3"0 1'-0" -h'HEADER OR'U•HEADER TOP MOUNT OF STUD NMMUTT�F{EiR OVER PM$H�ALLL BE ^ � SIDE CIEARAN�E OETWEENE LESS THAN�OR2EQUAL SO 1 DESIGN SP S LOADS THE SHUTT AND WALL THAN 710 P SF ItSEE ANCHOR EATER •1 FOR ANY ACCEPTABLE ANCHOR! S3 _ MAX' 1/4• AX. "MA d MAX. 1 ALUM.ANGLE 1 ASTENER 12'O.C.FOR = UILD-DUT CLOSURE PIECE DESIGN LOADS LESS THAN OR DISTANCE 1"x Y x 0.125"FON.TO EQUAL TO 110 P.S.P.L 016"O.C. 1 ALUM.ANGLE 2`x 5'x 0.125"MAX. FOR DESIGN LOADS GREATER CLOSURE PIECE �y EXISTING CONCRETE, THAN 110 P.S.P.(SEE ANCHOR F HOLLOW CONCRETE BLOCK XI51'1NG CONCpETE SCHED.FOR ANY ACCEPTABLE 1'x 2"x OA25'MIN.TO OR WOOD FRAMING. ;12"x 5"x 0.125 MAX. 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Orewn ARV „" MAX. pace:.O4 10 2015 CORNER CLOSURE DETAIL CORNER CLOSURE DETAIL / CORNER CLOSURE DETAIL ti, SCALES t-112 -1'-0" SCALE,t-1/2'.r-D" SCALES 1-i/Y.V-D' {tC15}107 sheets of S C:Woa mft end Semng5XN0ft"DoCuMmtAGoOOIe D"V41DLProject4_CWXDS-JWKn—'Ach\CAD2015\02_KC1SO107_78 hU0;t50107.05&g,4/1+/20151:54:11 AN,1.e09(r,':'=M,www.MDISPaMWj=n 5"LONG HANDLE RIVETED TO PANEL C1 CONNKfM WN REFERENCE ANCHOR T-2" Z SCHEDULE FOR MAX. z SIPACING PCILIE F&I 0 FASTENING P PUNCH 1/2'x i"MOLES IN > zg. 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'' ,. �0''/.�i,�■��/G.�q''�/.a�y0i..`/,�(��a.°//%■�%0'�'!�,%%G,�//i3Oy//i."a//.c�//�.�aO� �m000uo��o�o��o� ■9��%��iq//��''''/2, �/�.��O��O�u, o'q/.��O"/�, _,mm��■DO��iO��%ia�e0�i. - • u,�� ©mmom©mo©©ommomomommom0000mmmmo ►�-` ©mmmmomoo©ommomc _ ANCHOR SCHEDULE HMO i� SHER HEN � omoom000©o©oofor _ �m00000©moo©oo�o� mo ©goo© om .I ®m000Dm©©mOmmO��mO�©©mom©OmmOm� ©mmOmOmmm©Dm©omo - - mam0000000©o© ommommmoomomouuo w mmmmo©000000 © mmommm0000m0000 �mnam000noa�n - .i mmmmo©o©o��,, ©�o��moomomo©0000000 : ©oo�moo��o� ��o� �oo�o©o��o� a�moom00000000000 °' �o��oo� �o��o� - m^,�� ©mmmmo©o©ocmmoo©mmmmom0000mmomm - - - �moom000��oo��oimoommmo �moo� oo - mom0000u WE ON Emoomooha000 o ■f oumooaNONE0me'�i/,0009mooma ufflummoym ©mmom0000©omommommmmem0000mmmmo � • �mmmmomm000monoommmmmmmomomonon � � ., EammODomo00o®o©©©mmommouuu mo00� �mm000moo©omo©©©mmummm0000m0000 �m0000mo©oomo©o©moomom0000m0000 � ., , , ,,, ', Imm000©moo©©moo©©m0000moonom0000 F t MAI 1 1 MIAM[io=* MIAMI-DARE COUNTY W111M PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2509 NOTICE OF ACCEPTANCE MA), www.mismidade.V_ov/economy Rollingshield,Inc. 9875 N.W.791 Avenue Hialeah Gardens,Florida 33016 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ)- This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(Eft Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply witli the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 11 RS-1 High Velocity"Aluminum Accordion Shutter System APPROVAL DOCUAIENT: Drawing No.01-12(RSI-06),titled"RS-1 High Velocity Shutter System",sheets I through 9 of 9,&2A of 9,prepared by V.M.Engineering, last revision#5 dated April 22,2015,signed and sealed by Morgan Villanueva,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state.,the following statement: "Miami-Dade County Product Control Approved",and NOA number,per TAS20 1,TAS-202, and TAS-203,unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA#15-0505.01 and consists of this page 1,evidence submitted pages E-1,E-2,E-3,E-4& E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A.Makar,P.E.,M.S. NOA No. 16-0725.01 Expiration Date:01/19/2022 1PR07VED Approval Date:09/1512016 Page 1 Rollingshield,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#06-0822-03 A. DRAWINGS 1. Drawing No. 06-003RS1, titled "RS-1 High Velocity Shutter System ", sheets I through 9 of 9,prepared by V M Engineering, dated July 05, 2006, last revision 41 dated November 25, 2006, signed and sealed by Morgan Villanueva, P.E. B. TESTS 1. See Association's generic approval under 06-1826 C. CALCULATIONS: 1. See Association's generic approval under 06-1826 D. QUALITY CONTROL 1. By Miami-Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATION: 1. See Association's generic approval under 06-1826 F. STATEMENTS 1. Release letter issued by National Shutter Association, dated October 19, 2006, certifying this product to meet the criteria ofproduct tested and approved, and allowing Rollingshield, Inc. to use the test results approved under Miami-Dade County Approval No. 06-1826, signed by Jose Delgado. 2. Acknowledgment letter by Rollingshield, Inc., dated October 27, 2006, signed by Jose Delgado. 3. Letter issued by V M Engineering, dated October 19, 2006, certifying that the drawing(No. 06-003RSI)prepared for Rollingshield, Inc., signed and sealed by Morgan Villanueva, P.E. is engineering wise identical to National Shutter Association generic drawing(No. 06-004M). 4. Acceptance Letter issued to Mr. Jose Delgado on December 10, 2006 and returned signed by Mr.Jose Delgado on December 11, 2006, indicating to please issue the proposed Notice of Acceptance as submitted and reviewed 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#07-0206-03 A. DRAWINGS In Drawing No. 06-003RSI, titled "RS-1 High Velocity Shutter System". sheets I thru. 9 of 9, &2A of 9,prepared by V M. Engineering, dated 0710512006, last revision 42 dated 1111012006, signed and sealed by Morgan Villanueva, P.E. on 02102107 ihny A.Makar,P.E.,M.S. Product Control Section Supervisor NOA No.16-0725.01 Expiration Date:01/19/2022 Approval Date:09/1512016 E-1 Rollingshield,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS 1. See Association's generic approval under 06-2372. C. CALCULATIONS: 1. See Association's generic approval under 06-2372. D. QUALITY CONTROL 1. By Miami Dade County Building Code Compliance Oce. E. MATERIAL CERTIFICATION: 1. See Association's generic approval under 06-2372. F. STATEMENTS 1. Release letter issued by National Shutter Association dated October 19, 2006, certifying this product to meet the criteria ofproduct tested and approved, and allowing Rollingshield, Inc. to use the test results approved under Miami Dade County Approval No. 06-2372, signed by.Pose Delgado. 2. Acknowledgment letter by Rollingshield, Inc., dated October 27, 2006, signed by .lose Delgado. 3. Letter issued by V M. Engineering, dated October 19, 2006, certifying that the drawing(No. 06-003RS1)prepared far Rollingshield, Inc., signed and sealed by Morgan Villanueva, P.E. is engineering wise identical to National Shutter Association generic drawing(No. 06-004RS1), revision#2. 4. Acceptance Letter issued to Mr. Jose Delgado on December 09, 2006 and returned signed by Mr. Jose Delgado on December 11, 2006, indicating to please issue the proposed Notice of Acceptance as submitted and reviewed. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 409-0604.13 A. DRAWINGS 1. Drawing No. 09-008RS1, titled "RS-1 High Velocity Shutter System'. sheets I thru. 9 of 9, &2A of 9,prepared by V. M. Engineering, dated 0511412009, last revision#3 dated 05114/2009, signed and sealed by Morgan Villanueva, F.E. on 05127109. B. TESTS 1. See Association's generic approval under 09-0830. C. CALCULATIONS: 1. See Association's generic approval under 09-0830. elmy A.Makar,P.E.,M.S. Product Control Section Supervisor NOA No.16-0725.01 Expiration Date:01/19/2022 Approval Date:09115/2016 E-2 Rolliny-shield,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY CONTROL 1. By Miami-Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATION: 1. See Association's generic approval under 09-0830. F. STATEMENTS 1. Release letter issued by National Shutter Association, dated May 21, 2009, certifying this product to meet the criteria of product tested and approved and allowing Rollingshield, Inc. to use the test results approved under Miami-Dade County Approval No. 09-0830, signed by Jose Delgado. 2. Acknowledgment letter by Rollingshield, .Inc., dated May 21, 2009, signed by Mr. .Tose Delgado. 3. Letter issued by V M. Engineering, dated May 21, 2009, certifying that the drawing (No. 09-008RS1)prepared for Rollingshield, Inc., signed and sealed by Morgan Villanueva, P.E. is engineering wise identical to National Shutter Association generic drawing (No. 09-016RSI), dated May 29, 2009. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#11-1.227.04 A. DRAWINGS 1. Drawing No. 12-2011(RSI-06), titled "RS-1 High Velocity Shutter System sheets I through 9 of 9, &2A of 9,prepared by V. M. Engineering, dated 1212612011, last revision#4 dated 1212612011, signed and sealed by Morgan Villanueva, P.E. B. TESTS 1. See Association's generic approval under 12-0074. C. CALCULATIONS: 1. See Association's generic approval under 12-0074. D. QUALITY CONTROL 1. By Miami-Dade County Department of Permitting, Environment, and Regulatory Affairs (PEP-4). E. MATERIAL CERTIFICATION: 1. See Association's generic approval under 12-0074. my A.Makar,P.E.,M.S. Product Control Section Supervisor NOA No.16-0725.01 Expiration Date: 01/19/2022 Approval Date: 09/15/2016 E-3 Rollingshield Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Release letter issued by National Shutter Association, dated.January 13, 2012, certifying this product to meet the criteria of product tested and approved and allowing Rollingshield Inc. to use the test results approved under Miami-Dade County Approval No. 12-0074, signed by Jose Delgado. 2. Acknowledgment letter by Rollingshield, Inc., dated January 13, 2012, signed by Mr. Jose Delgado. 3. letter issued by V tLL Engineering, dated January 13, 2012, certifying that the drawing(No. 12-2011(RSI-06)prepared for Rollingshield, Inc., signed and sealed by Morgan Villanueva, P.E, is engineering wise identical to National Shutter Association generic drawing. 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#I5-0505.01 A. DRAWINGS 1. Drawing No. 01-12 (RSI-06), titled "RS-1 High Velocity Shutter System", sheets I through 9 of 9, &2A of 9,prepared by Y. M. Engineering, last revision 45 dated April 22, 2015, signed and sealed by Morgan Villanueva,.P.E. B. TESTS 1. None. C. CALCULATIONS: 1. None. D. QUALITY CONTROL 1. By Adiami-Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION: 1. None. F. OTHERS 1. Florida Building Code, 2014 Edition, compliance letter,prepared by V. M. Engineering, dated May 12, 2015, signed and sealed by Morgan Villanueva, P.E. ,pqmy A.Makar,P.E.,M.S. Product Control Section Supervisor NOA No.16-0725.01 Expiration Date: 01/19/2022 Approval Date: 09/15/2016 E-4 Rollinashield,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. R. TESTS 1. None. C. CALCULATIONS: 1. None. D. QUALITY CONTROL 1. By Miami-Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION: 1. None. F. OTHERS 1. .Florida Building Code, 2014 Edition, compliance letter,prepared by V M Engineering, dated July 19, 2016, signed and sealed by Morgan Villanueva, P.E. C�Aelmy A.Makar,P.E.,M.S. Product Control Section Supervisor NOA No.16-0725.01 Expiration Date:01119/2022 Approval Date:09/15/2016 FERAL NOTES: n t 1.THIS.SHUTTER ACCORDION "RS-�1" HAS BEEN VERIFIED IN ACCORDANCE WITH SECTIONS 1609 OF THE 7. CONTRACTOR SHALL VERIFY THE EXISTING CONDITIONS OF THE OPENINGS WHERE SHUTTER WILL BE 55 FLORIDA BUILDING CODE EDITION 2D14,'AS PER TAS 201-94,TAS 202-94&TAS 203-94 OF THE TEST INSTALLED TO INSURE APPROPRIATE INSTALLATION. R ' PROTOCOLS FOR HIGH-VELOCITY HURRICANES,ZONES.AND AS PER AMERICAN TESTING LABORATORY WITH THES ' ' TEST NO. 4986. CONTRACTOR SHALL BE RESPONSIBLE FOR 4. THE DESIGN LOADS COMPLY WITH SECTION 1820 OF THE FLORIDA BUILDING CODE EDITION 2014,THE WIND -VERIFY THE EXISTING CONDITIONS OF THE STRUCTURE WHERE SHUTTER WILL BE INSTALLED TO PREVENT z= s PRESSURES SHOWN IN THE TABLES ON SHEETS(6 OF 9)AND (7 OF 9) IN THIS DOCUMENTS ARE AS PER ANY DAMAGE TO EXISTING STRUCTURE H R F8C 20.14 EDITION (ALLOWABLE SERVICE DESIGN),TO OBTAIN THE EZUIVALENT ULTIMATE WIND PRESSURES, -SEAL ALL SHUTTER TRACKS COMPONENTS ALL AROUND EDGES IN CONTACT WITH THE STRUCTURE TO Q a ; DIVIDE THE WIND PRESSURES SHOWN IN THE TABLES ON SHEETS (6 OF 9)AND (7 OF 9)OF THIS -RELENT ANY DAMPER DUE TO WEND AND RAIN DOCUMENT BY 0.6 FACTOR (ULTIMATE FACTOR DESIGN). IN ORDER TO VERIFY THAT ANCHORS ON THIS TSELECT THE PROPER TYPE OF INSTALLATION TO PROVIDE APPROPRIATE WORK INCLUDING LIFE SAFETY OF } PRODUCT APPROVAL DOCUMENTS,AS TESTED, WERE NOT OVERSTRESSED,A 339 INCREASE IN ALLOWABLE HES PRODUCT. v9 STRESS FOR WIND LOADS WAS NOT USED IN THEIR ANALYSIS,AND IN THE LABORATORY THE TEST LOAD WAS I-IF MM DI ANY CASE CONTRACTOR NEEDS B MADE ANY MODIFICATION HE/SHE SHOULD COMMUNICATE 509 MORE OF DESIGN LOAD. MMEULTELY 70 ENGINEER OF RECORD BEFORE ANY ACTION. x to THE RS-1 ALUMINUM ACCORDION HIGH VELOCITY SHUTTER SYSTEM IS ADEQUATE FOR IMPACT AND FATIGUE g,A LABEL SNAIL BE PLACED FOR EVERY OPENING BY THE MANUFACTURER AND SHALL BE EXPOSED ON x RESISTANCE AS SHOWN IN THE TEST RESULTS FROM LABORATORY. `THE CENTERMATE,COMPONENT 2 OR 3. AND LAST BUT NOT LESS,THE RS-1 ALUMINUM ACCORDION HIGH VELOCITY SHUTTER SYSTEM MAY BE LABEL SHALL READ: INSTALLED AT HIGH VELOCITY HURRICANE ZONES(H.V.H.Z,)" RS-1 ALUMINUM ACCORDION. 2.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063-T6 ALLOY AND TEMPER,WITH ROLLI INC, Fy »25.0 kill MINIMUM(UNLESS OTHERWISE NOTED). MIAMI, FLORIDADCOUNTY PRODUCT CONTROL APPROVED. 3. SCREWS SHALL BE; 9.THE INSTALLATION OF THIS RS-1 ALUMINUM ACCORDION MTV VELOCITY SHUTTER SYSTEM SHALL COMPLY - ASI SERIES 304 OR 316 STAINLESS STEEL, Fy-35kol MIN. WITH THE SPECIFICATIONS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS CARBON STEEL CORROSION RESISTANT AS PER DIN 50018, Fy-50kal. PROVIDED BY THE JURTS040TION WHERE PERMIT IS APPLIED T0. 4, BOLTS SHALL BE: 10.THIS PRODUCT APPROVAL DOCUMENTS WILL BE VALID ONLY WHEN IT MEETS THE FOLLOWING TERMS: T4-2024 ALUMINUM ALLOY AND TEMPER, Fy- 181uE MIN. -PLANS SHALL BE SIGNED&SEALED BY THE ENGINEER OF RECORD. 1 -ASTM A-307 GALVANIZED STEEL, Fy- DOkal A1SI SERIES 304 STAILESS STEEL, Fy-35ke1MIN. -NO MODIFICATIONS AND/OR ALTERATIONS MAY BE MADE BY ANY MEANS. M - , PRU Ef 5. ANCHORS TO WALL SHALL BE AS FOLLOWS: 1e 11.THIS PRODUCT APPROVAL DOCUMENTS WAS NOT PREPARED FOR A SPECIFIC SITE. RkNE'4VED u. (5.1 r I m complying wid4 tkc FWda !! 4"0 TAPCON ANCHORS AND 1/4'0 MAXI-SET TAPCON, MANUFACTURED BY I.T.W. RAMSET/RED HEAD. ��eN- 6-0 Z ,0J M C ur t .- 0 ELCO TEXTRON. on Daw O - 1/4"0 x 7/8" CALK-IN ANCHORS IAS MANUFACTURED BY ALL POWERS FASTENERS oZ.7.. W 0 NOTES: _ e4lnml R .n:t Con 5.1 2; MINIMUM EMBEDM MINIMUM EMBEDMENT OF INTO CALK-POURED CONCRETE N ANCHORSTAPCON SHALL BE 7/8"INTOCHORS ISITHE4POURED CONCRETE. 1 3 5 6 7 NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4"0-20 S.S.MACHINE SCREW USED TOGETHER WITH 10 12 15 17 18r�iOr `I. OR G "'• .N "�*a 1/4"0 CALK-IN ANCHORS. ) & }r' 5.2) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON J s I THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN SFRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON NOTES 5,1.1)& 6.1.2)ABOVE. OR �R,� (5,3) TO EXISTING CONCRETE BLOCK WALL: 1 I I OrT 1/4"0 TAPCON ANCHORS AND 1/4"0 MAXI-SET TAPCON,AS MANUFACTURED BY I.T.W.RAMSET/ RED HEAD. u 11 u - 1/4"0 CRETE-FLEX SS4 ANCHORS,AS MANUFACTURED BY ELCO TEXTRON. 1 /4"0 x 7f8"CALK-1N ANCHORS AS MANUFACTURED BY ALL POWERS FASTENERS ACij,_ W x8 fah rJi NOTES. 5,4,1)) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON &WEDGE-BOLT ANCHORS, IS 1 1/4". G E •PRODUCTR6VISBD 0 5,h,2) MINIMUM EMBEDMENT OF 1f4'0 CALK-IN ANCHORS SHALL BE 7/8" INTO THE POURED CONCRETE. U- mmmFlYingWkhtlwFlorid, V Bwiding Codd NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED, 1/4"0-20 S.S. MACHINE SCREW USED TOGETHER WITH S � Acroplaacd No 5. 5 o(p t 1/4"0 CALK-IN ANCHORS. p M D l3vpi lionDa:o 5.5)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS. PAVERS OR ANY VENEER BE FOUND ON LU THE EXISTING WALL OR FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND Ld LL v j By SAID}YALE FINISHES.ANCHORAGE SHALL 8E AS INDICATED ON INDIES 6.4.1) &5.4.2)A80VE 0 D F MContro! (5,6) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. G S At (5.7) SEE SCHEDULE BELOW FOR EDGE DISTANCE (E.D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS ON DATE: 4-22-2015 SHEET 7 OF 9. _ (High VelocityyHurr wnd Zone) 6 MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. (SEE ALTERNATIVES NOTES 2 4 B 8 20 '�t©� �� ciHrCi ON SHEET'0 OF 9). a F 6 1 ) + FLOOR MOUNFNG INSTALLATION SHALL BE REMOVABLE WHEN PERFORMED ADJACENT TO AN OPERABLE EXIT •TYPICAL I1 14 16 18 21 $D $ -}' -� OR #� OR ENTRANCE SHUTTER ELEVAT�ptJELEVATL ) DWG No:01-12 (RS1-06) E • TYP TOP/BOTTOM SHEET 1 OF 9 E , s .500" az r I _- _ ts p.sfs" z o RdO '� �po',�,� �• Eo - _ rsa tin=�� fillry ODEO2 MALE CENTERMATE aienc t'EMALE CENTERMATE BLADE (4180 MMALE STARTER 06 - h i35 .075" 25'2.r -075' n N T • U g2.4W . 77 CEILING HEADER MOUNT. V L R LL ! C "� O5 HEAbER WALL MOUNT. O6 B.O. HEADER WALL MOUNT 8 F 00 Sl �, I ;��00 PRODUCT REN6NHD m Btdldidi g CWwith the Plwida og nie Atapl=nrc No - .OJ \ �• a- 90 Fjy- Hon DateQ1 D Z 2 .089• DY t2 COMM .�j N•., I 7'AIVY-AS APPLICABLE. 879' 1 . 11 STARTER ANGLE 12 ALUMINUM Q.O. ANGLE 14 ALUMINUM B.O ANGLE ��►►iu1++� ADJUSTABLE FLOR SILL ADAPTOR � TNRESNOLD TRACK exonucr►tnvtsnD n a.tntnplyinla twlh the T7erldo f ' DulldinB Code U ' AeapmntroNq/S•0 /w 09J' Erpl Ilan Da(o 1� • .09J" .120' 277' Ay D , J^ o M1tunlrad odtrctConnot i v .078' .080• - 1.00 62' 72' J .080 SCALE: { t"n1 DATE: 4-22-2015 I.af;. F.B.C. 17 ADJUSTABLE FLOOR SILL J• (HI9h Velocity Hurricane zone) ; 15 CEILING HEADER 16 FLOOR SILL AOAPTOR W j LIP DWG No;01-12 (RSI-06) SHEETWALL HEADER SHEET 2 OF 9 t 3.000 MAX' ,/I --to SSA', ALUM CSAR PANEL It .3116"POP RIVETS AS SHOWN pop 7/e to-g 0 i a k I K to 12 PIASITC !�l BH Q it x KNOB St sr c KNOB L 9,0-24 x aw Lon (Y LOCK BOTTOM RlAnr SQrH s££NOTE eELOW I 19 I-OCKINILPIN 24*1&. AND MR EWRYO' I'M IyC MM SMARARON Hoo r EXISTING GLASS U To GLASS VPL SEE SCHEDULE ....... SHEET 6) 41ILLA -vk 4,500' 410 rAPCON ANCHORS W1 -MIN. EMBEDMENT INTO .10. -RIP 0 CONCRETE 0 4.5"0.C. MAX, J0 CRETE FLEX ANCHORS W1 14"MIN, NEW 4 THICKNESS x 6 EMBEDMENT INTO-CONCRETE CONT (6063-T6 ALLOY& 250' 22 $5 a 6"O'c, MAX OR TEMPER)ALUM. PLATE- If I'l 0 CALK-IN ANCHORS W/J" MIN, EMBEDMENT0 500, IN" CONCRETE'AT 4"O.C. MAX MALVffkALE BLADE MAIL OF CLEAR PAN&L LOCATIONz OR PRODUCrPXV198D MAXIMUM NUMBER OF CLEAR PANELS PER SHUTTER 4., 1#1331dminpw g dc musr NOT Excaow FOUR (4) PER ACCORDION AND Accep - LOCATED TWO AT EACH SIDE OF THE CENTERMATES 4 ODUCI,pr I STARTED AT THIRD BLADE AFTER THE CENTERUATES low, no emplying Mth nw Flarida AND THE SECOND ONE FOURTH BLADE AFTER, TYPIqAL q Building"., 0 Bi?=,;G AT EACH SIDE OF THE SHUTTER 11410-20 S.S. A—vidam Nu6-o 0,1 4 • W1 NUT& WASHER 4".0 D.C. OR I714x 314' aY w , 1 Ticuai-r, m, CLEAR PANEL SHALL BE LE'AAN RESIN J103-172 POUREDESZXF0 4.5'D.C. i u- DATE: 22-2015 SLAB IF (UV STABILIZED) OR EQUIVALENT COMPARABLE TO CONCRETE APPLICABLE F.B.C. G.E. LEXAN POLYMER SHEET 1190-34, REOUIRED (High woetty.Hu"Icane Zone) THERMOPLASTIC POLYMER TENSILE STRENGTH FY-8.9kal, Fb=12.gksF, E=32B7ks! TYPICAL CONNECTION WITH ALUMINUM PLA DWG No:01-12 CRSI-os) ONLY SHEET 2A OF 9' POURED POUREDCON EDGE OF CONCRETE CONCRETE ANCHORS E Of EDGE OF CONCRETE CONCRETE ANCHORS FCURCABLP REQUIRED {SEE SCHEDULE ON SHEET 7} APPLICAB� CONCRETE REQUIRED (SEE SCHEDULE ON SHEET 7) 42 �F k 6 A •E.D:' E.D: . a EDGE OF xx vD I{ £.0.S "SHEEYf7 ' E..SEE SHEET 7''• CONCRETE IF S +i ; APPLICABLEIiQ E4 EXISTING MST" A EQ va � y� lit GLASS CLASS w5m ' N MIN.SEPARATION MIN. SEPARATION I ooutt„F;;S TO CUSS I TO CLASS I , ( {SEE SHEET 8) I (SEE SHEET II 6 ON SHEEP D) D1� I � i a CEILING HEADER MOUNTING1NST L,9 LATION CEILING HEADER MOUNTNG INSTA ol,�,TION 1! its a MINT SE�5 ONd R F I {SEE ON SSCHHEDULE W ' i r EET 6} /, ' II G�oi QS8 � TING MIN.TO GLASS SEPARATION IXCLLASS ALTERNATE I{Sort CHH ET ED e) [,8 1 LOC noN 3/tT" y M MIN. /14x f4'SS.5.05 POURED yx I POURED12 O.C. CONCRETE ugg�;,, 44/4'SS.S•DS. \ I CONCRETE MIN. iQPs� REWIRED 12"O.C. '}� 44 REQUIRED 'I ",/ IVIAZZ"t—m ' !/lIIIIIIIItiI � S f'• ..,• ,i 4 'i •r A ,E.b"A" Em. .�: .. .a• �• .: a i a• ' E.�. .E".0.' EG ..T PRQD[1CTRBVISED O 1 .•E.0. ES' 7•• a' •' E.O.SEE SHEET'J E.O.SEE SHEET 7 w Complying will,theVloddu 0 SLAB IF$.D,SEE'SHF.ET 7 IDLE 9F i EDGEED OF EDGE OF •� a Dm'Iding Colo)$^0 W SLAR Of . :, 4 . .r + S IF SLAB IF __ V •'' APPLM,ADLE Ac<WImxo Na .pf CI Af7U0+yBLE AP UCABLE APPUCABLE '`-' HaI ton Dnto r'eat ALTERNATE CONCRETE ANCHORS CRETE ANCH RS BYK14-11XI,�— ANCHOR (SEE SCHEDULE ON SHE 7)- {(SE SCHEDULE ON SHEET 7) %Vy0 D ,ct Controi I LOCATION 2� S S LO / ALL & ADJUSTABLE FLOOR MOUNTING INSTA LATIOtt PRDDLTCT RENF WTED as mmpiying with the Florida DATE:. 4-22-2015 swiding Code p t^s i A=pta rNot O Or r C.P.C. DAr Dwa pz2 }�^ (High Velaoily Hurr',can8 Z9f10} Mfnm�utCa—�� DWG No:01--12 (RSI-06) SHEET 3 OF 9 s I i 3 CONCRETE ANCHORS 3 i (SEE SCHEDULE ON SHEET 7) 6 POURED CONCRETE p0URE0 CONCRETE POURED CONCRETE gg OR CONCRETE DLOCK OR CONCRETE BLOCK Cj j _ .AEQVIREO OR CONCRETE BLOCK CONCRETE ANCHOflS REQUIRED = ET.�JKRED 1/4'1-20 S•S.MS. gg gg $a CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 7) _ W/NUT h WISHER � L, G B E B +• •a (SEE SCHEDULE ON SHEET 7) _ • •I S.0"O.C.OA R14x 3/4" `L i4 11 I S.S.s Ds.o o^a.D. N F �• '• II 1 . .��• 1 ^ +, � 1 111 �_ � •. M. a..'•.��a• � CCC � - + n I 4j 4 � U CKIBDNO MIN.SEPARATION 1 1 n: x EXISRNG MW.SEPARATION � GLASS TOGLASS v+ GLASS TO GLASS EJCCSS MINTO S ON ( i (SEE SCHEDULE 1 l� (SEE SCHEDULE I p{ (SEE SCHEDULE I I 1 `NsFNo ON SHEET 6) I 6S ON SHEET 6) I I I R ON SHEET 6) Q NSTALLATION ® B.O. HEADER WALL MOUNTING INSTALLATION 07 10, CEILING HEADER bdOUNTING INSTALLATION c POURED CONCRETE IL J I OR CONCRETE BLOCK REQUIRED CONCRETE ANCHORS _ (SEE SCHEDULE ON SHEET 7) EJ06RNG I MIN.SEPARATION I I 1 TION i •• GLASS,TO GLASS I TO GLASS i I m a�`• ''/I�////(SEE SCHEDULE MIN.SEPARA I ON SHEET 6) 1 814x3/4" (SEE SCHEDULE I S.S.6.0.5. Im \• 1 ON SHEEP 8) N y, 8 o 1 0 � \ �iX� •� p 1� 3/6" 1111� •,.C; { POURED ;,d , MIN. .4 CONCRETE .,4'. I A I• REQUIREDALM 1I :{. : I it �A� `O�i qqi ON It i a• + �� MW.SEPARATION h• ° GLASS I TO CLASS I I "w• 9 0* EXISTING '.d '• •..'. •• (SEE SCHEDULE I I 1 T�Y,I� .r•.. n • :{_:= DUCTREVISBD E.D S •H E.D.• SEE SHEET 7 •' ON SHEET 6) I I I4 `A \� E0. E.O. E.Q. EO o�mplying Wm the FID>♦d+ O L 4'0-20 S.S. ulldinB Code W •' '.a ! S.M.S. 1 A w/HUT 0 wASHEA 6tp1 uon[tale J7 Q CONCRETE ANCHORS POURED CONCRETE 'f O 9'O.C. 14x 3/4 O (SEE SCHEDULE ON SHEET 7) OR CONCRETE BLOCK S.S.S,Ds.O 0"O.C. lj I i REQUIRED MI--T—LD)1pW61w Control g P$ ONCRETE ANCHORS m Q9 THRESHOLD FLOOR MOUNTING INSTALLATION ® WALL MOUNTING INSTALLATIOt4 (BEE SCHEDULE ON SLIEET 7� UDUCY RL•NEW6J: to wanAying with the Flm'In'' DATE: 4-22-2015 RnTldwf;l'nde -- B.O.PSILL & ADJUSTABLE Acoeyte12Nn 4'Z25,0/ WOOR M UNTING INSTALLATION F.B.C. H ti. Dale /2oZL (High Velocity NurAcOne Zono) e' ' olnt°I OWC No:01-12 (RS1--06) + SHEET 4 OF 9 i t t 1 I POURED CaVO?EW CR COYOM f BLOCK WAIL REINRRFD POLIRFO CdACRElf M CORG7EIE •COrRYtEif ANCHORS 0 12' 21,'NAV.MOOrI SIUOS K •006" f ANOWS D 11'0.0 FOR ROCK WALL REMAED OF TDR J'AIW.Ga TOR (AS APPLCIOW --zS'OR Y'L/SB' "TDI J'MW.fa FOR 2J•OR 1'USE j CaYQ%W AVCNORS AT e•as E fNO�'� 00SIWO GLASS AVLIMRS Ar B'0.a ----—----------------------�------- ------'--- F � w u L: �- OR } Gu+aafreAnwaes o Lz m + I5, +¢ x &®+ �OR ® D.c FORD Iw•CA FOR ag®+ 1 R:r LS'OR 2'WF CQVCRdr6 Z }y ®AWHOM Ar e'as 9 c: , LOOSRYC----'------ ^--- v roA--------^----- ALU iVP ----.--�--' - -'--- - --------'-- ort CO TYP 2 0 2 wcoTF T I I / aaw" O B'O.C. TDP a L7017OM 1 _ ._r r/2'MDL rHREAOE I NOTES) EM TO E79SRNG WOOD.. SECTION A—A SECTION B ------- ---------- FA75nNo GLA9r £ND CLOSURE ALTERNATE4 i -- ------------------------------ DRODUCT RENEW m- 1 I ----+ ---------------------- y -------- ee oornpiyicrg with tin:Florid: i �j Building Code 1' 6 Aeo^pla+ce No In�r�� 2�5.01 ALM�RW o a oc V. (Q�,j � Ion Ove"Y44 f"'oZZ. ■C } PIE 79 ----&®+V r� OR ® 16 B c A 1 d.e1 cAr000l SECTION F - ------- ------- -- - - 6 d 2 2 1 ORQ .17u1r/a••CONr !D 94VA Ar cw�oFrwmm sur3'r�YOAao�faw OY,UFA�m�iW+t1N0 �'�/� OOR ALUM.NUBBEE of NO.11 Or J•NIX NFAD PW SERER ` 1 0.490'DRUM BY 0.590'WAY OV10C lWTH NO I.P.LURKS,Ar lop \,. .��LLtt U �� 9 4 ANO eOHOM OF EACH vm&m sur.FASIEVED M7M onr Na N Lir J• \\ 110Q��•; 4 I•YP HFx NrAD pN SCRL7IS. •IY .3 7YP. 0.490•omm or am,NRCW GUIDE M7n1 NO NARK;AT Top ANO � �,j �'• i 21211L/ryB�_LLYIr R1P X BOT70A( BOrmv Or UCH ROM=MAr,FAS7ENm MRN ONE N0.1,.BY J'NIX ` w ALUM.!1llK TLP. AVLD FIN BCRm ; ?IOR TOP BOTTOM SECTION D W.ALM CONI.ALfHI. 9]90'OWNETER er 14'LONG ALUN/NlM lOL1!PK Ar i0P ANO BOl7W - ; +F ANCLC OF FACH IOWNO SIAr FASIWLO IOW ONE l0-2P Or a1J0•LONG /r1RJ/s•£S muo TURN SCRA i a% ! 2N.5.pr X101 4 /14J/I'SJ. Aim.baa Mal /�•,• �'• t SM,S OR J/Iey ©a aac.fbpj o c xav� 7 OR© 50TION C SECTION E 2.4'A""Os REEOP.. //4%UG SCREWS 0 9'O,C. W I r/z'MIN.r}utEWED i 1121//a'OR J1.i1a9G• EXfSiIND CUSS— tMBEDMEM 70 f19SRN0 WOOD. ODtllyIng tvl6t thelorid.REVISED O AMO.TUBf(a7OJ-76 ALCDr a WWPFR) BWtding Codo' W i NOTES FOR LOCKNC OF-(2 r Acupt[uloe No 5-950 p1p J A J f PUSH 80110Ar LOCK®__A41Y BE USED FOR fNSrALURONS '} t" BMp Non Doe 0 ! Q ,31 212'Wkntw WC ALM SECURED FROM TN SSIDE'OR 1NSW OF SHUTTER, 116 AYGL14WHEN INSTALUNO fgOM TH€OUMOE.A7/B•I HOLE Y B 7 I I 1 (IN/+B i AMn a9p R/rE/S aR SFIALL BE f7RK(ED�T(J1AN0 Rq MUST BE RNETED fRbSl YRLy (/2 M I,Bjl• uet Convol Fr,rJ/,•SMs m tvBE,vm THE•B�ICK Lt�(�T TO iNE FRavTTTW/(2)J/r6 a A U PDP Sl L^ rlufir RIVETS.A J/ o HOLE MUSr THEN BE AP/UfD AT®TO W ALLOW FOR P( O PA55 TFIRU -- NIN I NO-FROM THE 0Y5+06®MUST BE Rff7EO 0 ALUM.POP }�J/8 '0 E NOl£ w SSFT 7HEN B O(XLLfD 1N/7tl J ANO I�Jro ALLOW FOR 1 2` DAZE:• 4-22-7.015 PfH ro PASS D117v. [' p EW OF 076E OF 57AM 5/16 XI"LOCK�B MAY DE USED AMMM7NELLY TO 0 LOCK r•B.C• r K APPI.CISeE fOR 191ALLA710NS SECURED FROM 111E OUTSIDE 0.4 90E (High Velocity HurrlcOne Zone) t'A°SHUTTER.f 1N15 A 5/I6'Y SFG1L BE "'• '• .�D+ CPoLLED IHRU(f/�JAIS J HOLE 116'1DNr00(2)SHALL BE POST CONNECTION TAPPED 70 AGCEPr .B.T PEH 1NCH,LACHmE SCREW ,��CT/ON G DWG No:01-112 (RSI-06 J OEM SHEE7 6 OF 9 1 L i MAXIMUM DESIGN PRESSURE RATING "W" 62 4 fti AND a CORRESPONDING MAXIMUM SPAN "L" SCHEDULE a MAXIMUM ALLOWABLE DESIGN SPANS MINIMUM SEPARIRON MAXIMUM TO CUSS(,0.) (1)L+.ALLOWWLE SPAN DUE TO POSIRVE DEM LOAD+W(aN) qf3 Y ALLOWABLE L-I ALLOWAR.E SPAN DUE W NEG4nW DESIGN 40AD-W(elf) WEND LOAD SECRONS 6 TO 8 SEC17ONS 1, 2 dT 9 SECTIONS J dt 4 SEMION 10 VMN ZNW71RS 6 i II 0 DESYON'iv' WALL MOUMA10 ROOR/CElLINO MOLIN FLODR/CE7LINC MOU WALL AIOOJN17NG WFAIL a smav we Q )) RRrr.to,_E• +n-V Luwmvn ALLOW46LE SAW. dp INSTALUT10N5 NSTALUTIONS INSTALURONS INSTALU170N � my a"piymm Ar Ma> (�PD IiOADD((W+)AND NE=rrr LOAD(W) + L+ L- i+ L- MN+=Mx ems' -IDENTIFY TYPE OF INSrALLARON(WNL MOLMRNO.FLOOR Iw JO !2'-4" 12'-4' 12'-4" 12'-4 12-4 72-4' !2'-4' 72'-4 2 J 4' MOUNIINQ...ETC.). Y/�5 -4 12- - 12'-4" 72-4" 12'-4" 12'-4" 2 J 4" -DE1 ?U#E VALUE CF L+AND L-FROW TABLE _ 40 12'-4" 12'-4" 12'-4" 12'-4" 12'-4" 72'-4" 12'-4" 12'-4` 3. .2 3/4' 45 - T1'-f0" 11'-10" t!' 10" 11'-f0 12'-4" 12'-4" 12'-1". 12'-J" 4 2 J " AnUf-OF VALUES OF L+AW L- B£EOUN TO 7N£ 50 f i'-J" I 1'=3" 11'-5" 11'-5" 12-4" 12'-4" 11'-11" 72'-1' 7" 2 314' AFTER THE M4YMM ALLOWABLE SPAN CHECK SCHEDULE TABLE 55 f0'-8" 10'-8" . 11'-0" 11'-0 12'-4" 12'-4" 1l'•-8" 12-0" 2 3/4" ro MAIN MIWNUM ANCHOR SPACING. 60 10'-3" 10'-J" 10'-7" 10'-7" 12'-0" 12'-4" I1'-6" 11'-fO" 2 .314- REMBWD?TD SELECT ANCHOR SPACLND USM MAINE DESIGN 65 9,-f0" 9'-10 f0'-2" f0'-2" 11'-6" 12'-4" 11'_J" 11'-9" 2 J14' LOAD(WP10 70 9'-6" 9'-6" 9'-9" 9'-9" 11'-1" T2'-4" 17_I" 11'-6" 2 314- 2 4" 75 9'-2" 9'-2" 9'-4 9'-4' 10'-e' 12'-4" f0'-10" 11-4" 2 J 4 80 8'-10" 8'-10" 9'-4" 9'-4" !0'-5" 12'-4" 10'-8" 11'-2" '2 3 4" 85 B'-7" 8'-7" 9'-0" 9'-4" 10'-1' 12'-4" 10'-5" 1!'-0 2 J14 �NYLON WHEELS W1TN 0.490"BY 1.100"LONG NYLON OUIOE, WRH NO Q e LD. MARKS,AT TOP OF(MTERIOR SLATS SPACED EQUALLY, FASTENED WAN ■ci d{ 90 8'-4" 8'-4" 8'-9" 9'-,7" 9'-10' 12'-4" 70'-J" 10-10" 2 J 4' ONE NO. 14 BY J"HEX HFAD PIN SCREWS. 95 7'-8" 8'-2" 8'-6" 9'-3" 9'-6" 12'-4" 10'-0' f0'-8" 2 J"4" 2 314- 2 I00 6'-!0" 7'-ll" B'-4' 9'-1" 9'-4" 12'-4" 9'-10" t0-6" 2 J 4" 2 J/4' 0.490"DIAMETER 9Y 0.590'NYLON CU104 WITH NO J.D. MARKS AT TOP S� � AND BOnV.W OF EACH EXTERIOR SLAT,FASTENED WITH ONE NO. 14 8Y J' rn ' 105 6-J" 7'-9" 8'-1" 8'-t0" 8'-10" 12.'-2" 9'-7" 10'-5" 2 J 4" 2 3 4" HEX HFAD PIN SCREWS. ■ 110 5'-6" 7'-7" 7'-9" 8'-8" 8'-6" 11'-11" 9'-5" 10'-J" 2 J 4" 2 J 4" 0.490"DIAMETER BY 0.810"NYLON CUED!~ W1FN NO MARRS,AT TOP AND ' 115 4'-10" 7'-5" 7'-J' 8'-6" 8'-0" 11'-8" 9'-2" 10-2" 2 J 4" 2 3 4 BOTTOM OF EACH INTERIOR SLAT,FASTENED WITH ONE NO. T4 BY J'HEX uJ li E 120 4'-2" 7'-J" 7'-2" B'-J" 7'-7" I 1'-5" 9'-0' 10'-I" 2 314 2 314- AHED PIN SCREWS -125 J'-6" 7'=7" 7'-0" 6'-1" 7'-J" 1!'-2" - !0'-0' 2 314 2 3/4" � CHAMETERBY 24'O SLAT, LONG EOUWIRN ONEC10P24 BY o.4JO"DONO�M 130 - 6'-11" - 7'-17" 7'-0" 10'-11" - 9'-f0" 2 J14 2 314- �' 135 - 6'-f0" - 7'-10" 6'-9" t0'-9" - 9'-9" 2 J14 2 314- IHUMB TURN SCREWS. ` � � 140 - 6'-8' - 7'-8" 6'-6" !0'-7" - 9'-8" 2 314 2 J14- f , 145 - 6'-7" - 7'-6` 6'-J" 10'-4" - 9'-7" 2 J14 2 3 4" I50 - 6'-6' - 7'-1" 6'-0" 10'-2" - 9'-6" 2 J14" 2 J/4" M"-'n * ""-'m 155 - 6'-4" - 6'-9" 5'-10" 10'-0" - 9'-5" 2 314 2 314- ,U SEOfl !r1 h 14 ON THESE CROUPS CAN BE COMBINED AND *' 160 - 6'-J" - 6'-5" 5'-8" 9'-10" - 9'-4" 2 J 4" 2 314 NOsr eE rArt1!THE LOWEST SPIK 165 - 6'-2" - 6'-0" 5-6" 9'-9" - 9'-4" 2 1 2" 2 J 4" e)sECTroxs(1)h(1)ON!NESE CROUPS CAN BE COMBINED AND HOST BE TAKfIJ T1E LOWEST SPAN. ^s 170 - 5'-il" 5'-8" 5'-4" 9'-7" - 9'-3" 2 ! 2' 2 314- , 4" 175 - 5,-6" - 5'-4" 5'-2" 9'-5" - 9'-1' 2 112 2 3/4" 160 - 5'-2' - 4'-1T" 5'-0" 9'-4" - 9'-0' 2 112" 2 3/4 785 - 4'-!0" - 4'-7' 4'-!0" 9'-0" - 8'-l1' 2 112 Z J 4" PHODTICTMMVISED 0 !B0 - 4'-5" - 4'-2' 4'-9" 8'-10' - 8'-9' 2 112- 2 J/4" TD 061NN ULnwYE V&D PRESSURE-[ILLPk99LLGT82�6t35UBE WCOmplyingwllhlhoploridn U I 195 - 4'-1" - J'-10" 4'-8" B'-6' - B'-6" 2 1 2" 2 3 4" pn QB BWldIns Code LLJ 200 - J'-6" - J-6" 4'-7" 6'-0" - 8'-0" 2 1 2" 2 J 4" UL TV - 19R-167 O Acxpinncallo D O.e p 8rpi Toa Dote By I Mi n ucl Chole L WODUCT ILI:NEWEP rA complying with thr.FhA•dr, Building Cock Acanplwwallo& o�yS,0; DATE: 4-22-2015 043 on Dlu:a F.B.C. BY 1 (High Velocity Hurricane Zone) DWO No:01-12 (R51-06) SHEET 6 OF 9 { , MAXIMUM WIND LOAD D SI•N pR SR 1R "W,^AND MAXIMUM WIND LOAD DESGN PRE TRE'W' IM[M WIND LOAD DEc1GN PRESSURE"W' MAXIMUM , WIND'LOAD DESIGN PRESSURE 'V/'AND CORRESPONDIN•MAXIM IL4 ANCHQ&•$PA. G AND CORK SPONGING m mIMUM ANCHQR ANQ COg$ }ANG MAXIMy�M ANCHQR h!Nn LxaY1MUM ANORM SpA.TNG (Ina s^H IXI �j -ALD`1 moi D E CGNEDULE. SpACiT 1I.A SCHEDULE. =� 'S "1;`S" see.1N�r. t(D� WAIL MOUNTING WALL MOUNTING CEILING&FLOOR cam&FLOOR WALL MOUNTING WALL MOUNTING ai INSTALLATION AT TOP INSTALLATION AT TOP MOUNTING INSTALLATION MOUNTING INSTALLATION tNSTAl mum AT TOP tNSTALtAmoN AT TOP. OR BOTTOM OR DOTTOM AT TOP OR BOTTOM AT TOP OR BOTYOM OR BOTTOM OR BOTTOM R q •� ALLOWABLE (SEOiIONS B T14RU 8)SECTIONS 5 THRU 8) MAXIMUM (SECt10t75 1,2&8} MUM (6EC510N5 3&4) �� (SECTIONS 6 THRU d)SECii0H5 6'LSLRU e) � DES 0O CORORM 0O maom q aLLOWASLE 0O coyc"Em ALLOWABLE (m ODWRcn0 ALLOWABLE (m asuaem lm meom" LOAD"W SHUTTER SPAN SHUTTERSP DESIGN DESIGN DESIGN ^81 65 Q p p LOAD Rt• SHUTTER SPAN LOAD lY SPAN 19A4'1V' SHUTTER SPAN St ER SPANR Gy y (p.a.fJ y-a. 0-0 e_e a'.O' W-o• 6'-r (P.af.j a.-o. a._o. e.-e. (P.m 6,�. a._0. e,_a. (P.e.6} a-D a"-O 0 0'-0' OR Las m AL aAw OR Lees m m tax, OR lma ro n wx. aR LES9 m m lw. cR LES9 m to LwL oA Lasa m m uRX. e•-a• ulrnm r1.Lowca Ir utrnrco k-,f uLmno a•-e• turnrca ti ll 01 0 9 9 9 9 H s 9 9 9 9 9u, 0 B 0 9 9 0 ,+ LESS THAN 30."4-7LESS THAN 30. LESS THAN 30.0 0 0 8 LESS THAN 30.0 9 B 9 9 9 0 +►_ 0 B s s 9 9 0 9 9 9 9 9 9 9 9 9 9 9 LL ^ 9 B 9 B 7 3 9 7.5 6 9 9 6.5 9 9 9 9 7 J3 •9 9 a 0 9 9 FROM 9 9 9 FROM 9 9 8 FROM 0 9 9 9 0 7.5 >30.0 TO 60. 9 b 9 9 0 7 >30.0 70 609 g 7.5 6 >30.0 TO 60.0 g 0 5 >30.0 TO 60.0 0 D 9 9 9 5:5 9 9 9 9 &5 # 9 6.5 15 0 8 S5 D 8 7 9 6 0/6 FROM g 9 8 B 9 8.5 FROM 9 8 d FROM 9 9 8 FROM 0 8 0 9 9 45 >00.0 TO 709 >60.0 TO 70.0 >60.0 70 70. >60.0 TO 70.0 9 ID 9 tl B 9 6;d tl.5 8 d As B B d 9 9 15 FROM B 9 0 0 4 3.3 OM 8 JS S OM B 7 4.5 9 9 5 0 4.5 Al- >70b 1%)80.0 9 9 6,5 9 a 7.5 >70A TO 80.0 9 8 7.5 >70.0 TO 60.0 g 0 7 >70.RTO 809 9 '0 7 9 9 JA B B IS 0 B 6 5.3 8 5.5 6 9 7 4.5 9 B B 0 6,5 2A M FROM $ 9 8 8 J.5 n/o FROM &A d 4.3 FROM 9 a 4 FROM 9 &5 4 a n/o 6/a C A E iL; 5609 TO 90.0 0 9 Ve 9 a's n/v >804 TO 90. 0 7 65 >80.0 TO 90.0 0 9 6 >60.0 TO 90.0 9 9 a 9 6.5 0/0 di 9 0 n/v 9 5 n/o &5 5 A5 9 a 4 9 9 a 9 4 0/0 Te I 9 9 nja 7 J nja 7,5 4.5 As 9 15 JS 9 6 35 7.5 n/o 'V- >90.0 a pld FROM FROM FROM FROM >90.0 TR 100.0 9 6 n/o 9 a n/0 580.0 TO 100.0 9 6,5 6 >90.0 TO 100.0 9 a $.5 >90.0 TO 100.0 9 B 3 9 4 N/- w GS^$F F 9 B n/a 9 45 n/o a 4.5 AS 9 S5 as 9 7 4 9 J njo ` 1 FROM 9 8 A/a 5.5 n/v n/a 6FROM .5 4 n/a d om AB J.3 FRO0 4 n/ 5100.0 70 120,0 &5 4 V. 9 5 n/v >10010 TO 120.0 9 5.5 n/a 10DA TO 120.0 9 0.5 6 >100.0 TO 120.0 a 5 3.5 9 n/a n/a 7 9 nja 7.5 J n/0 &5 4 n/a 71 4.5 XS 9 4.5 ] e 2.5 n/a FROM 9 T n/ 4 0/ n/a 5.5 3.5 0/0 &6 4 J FROM 9 J n/a 4 'A/o n/oFROM> 120.0 TO 149.0 d J.5 n/0 Z5 AS >120.0 TO 140.0 8 5 0/a 5520.0 TO 140.0 9 B 4.5 5720.0 TO 540.0 9 4 J d n/o n/a 7 d nf0 6.5 J n/a &5 J.5 n/a 615 4 J 9 3,5 2.5 5.5 n/a A/- FROM N6.5 J n/a M. FROM 5 J.5 rt/o v J.5 J 7>140.0 1`0 56005 J.s Ab 6 4 n/v >140.0 TO 180.0 T 5.0 n/a >140.0 TO 160.0 8S 5 4.5 57409TO 16D.0 0 J r+/a 4.5 n/ a A 7 M. 4 5 3 n/0 5 is n/o 6.5 .T5 J a. 9.3 V. of r•as 0/0 7,5 5 #/a n/a n/o• (Ve 4 J.5 n/v 5 J n/o a n/o n/a n/a n/o n/o FROM FROM FROM FROM 31609 TO 1800 a J nfv 5 4 rr/a >1809 TO 5809 AS n/o % >1e0.0 TO 1809 7.5 A3 4 >160.0 TO 180.0 7 n/o n/0 %s n/o n/o PRODUCTRRVISBES U I e B n/o 4.5 5 ds J n/0 n/0 n/a J Ss B n/v n/ 25 njo n/v q FROM 0 njc nja # n/o r(fa FROM 4.0 n/a n/a SROM A5 3 nfv FROM 4 n/o A/a 0/0 0/0 n/a pviWtnCade 1lh4ha kROdda W }1809 TO 200.0 9 n/ n(v J5 n/n n/a >140.0 TO 200.0 a.5 n/a n/o >180.0 TO 200.0 7 4 0/1 5180.0 TO 200.0 5.5 A/o n/o n/o n/a PA 9 n/o njo J,s n/a n/o 4.5 J 5 FOA TienDataj 66y� 1 NAX9ALIM ANpiOR SPACINGS FOR TAPCON,MAXI-SET M1 L eD/G n of TAPCONS OR CRETE-FLEX SS4 ARE VALID FOR 3 1/2" EDGE DISTANCE.FOR EDGE DISTANCE LESS THAN 3 PRODUCT PX-NEVED 1/2",REDUCE ANCHOR SPACING BY MULTPLITNO i ocmplyinS with the Florida i SPACING GNEN ON SCHEDULE BY THE BELLOW BuRding Cnde Acorn-0 Nb ) SCALE, FACTORS.THE 19NLMUM EDGE DISTANCE FOR CALK-!N �' tkgL 1.A[e 0` DATE: 4--22-2015 ANCHORS IS 2 1/2"•THLIN�MDM.dCSFHOR SPAC94G �(TAPfkN1 MAllT-SEr TAymNS OR cRFrE..12.'A SSI.Cir 0 c.mo 2_SL3�cnR t•..e e_p,(aucua9s. ANCHOR LEGEND .By. F.B.C. EXISANG E:to FACTOR TAPCON DR r wcL nLn_ (High Velocity Hurrieone Zone) } J' CRETE-FLEX SS4 DWG No:01'-12 (RSI-06) i z t/2• .7s s so Cmx-t" SHEET 7 OP 8 e NOTE; ALL WOOD MEMBERS SHAH WITH THE NATIONAL DESIGN MEMB SPECIFICATIONSLM RECOMMENDED INSTALLATIONS AT STRUCTURAL WOOD MEMBERS y CUR CURRENT EDITION.MINdiUM,f}EJI Fb-2000 pct SPECIFIC CRAVRY OF H STOGC0 STOCCO STDCCO n q r'T/4'fi tAG.SCREWS. 0,0. t/4'9 LAG SCREWS O D`O.C. tf4'4 UO SCREWS O B' ,f W I'7'2'.MIN;�THflPAO T' W/ 1 1X/ MIN.THREADED �fA W/1 1 2`{RN.THREADED ] 'L. .0a T TD DUSTING '_ EMBEDMENT TO'Arwo WOOD •1,. EMDEDM�NT TO EXISTING WGt10 iT _HEADER. - - - % HEADER. .•. HEADER g a >< 6 5 ,r, 6 O R 21 T 2 ttit \ ! ;'t } IH4 4. r 7 •,. .rY''"' IIII III! �'i :.,,r�eary,m,• I I I� �� '�`�''"• III !�I •�` ,.., I ( •u.E?OSTING MIN.SI & "x4'GMI 'RnREITNG MIN. EXiSDNIEAGER CLASS)"WOO2. NO EEOIXIIRED EXISTING HEADER os MINSEPARA1I 4I III I.WI,1SI TO I (SEE SGLASS CNF.DULE I ! 1 m + T7 I MIN.SEPARATION TO GLASS t I MW.SEPARATION TO GLASS I I I 1 (SEE SCHEDULE ON SHEET 6 I I ON SHEET 6 SEE SGHEIXILE ON SHEET 6 I 4 I r 4$ 10 WALL CONNECTIQN AT TOP 12 WLL CONNECTION AT TOP !6 13.0 WAL CONNECTIQN Al TOP W I EXLSTINfl ➢ EXISTING ( C ! I i NG-14GLASS i i cLass�I I I I i MIN sEPAtULE TO cuss t I 1*�tox3/a• ( i �o I Y I I i I 1 ! { 1 I l_ (SEE SCHEDULE ON SHEET 6 I I $.S.5.D,5. `��i•.� MIH.SEPARATION TO GIA55 MIN.SEPARATION TO GLA55 Y Y(SEE SCHEDULE ON SHEET 6 I I i SEE SCHEDULE ON SHE7T B i I I@I � ! ti ➢ ! I j I ,' 1 t ! '4 GLASS IIII 3fb' 1111 ➢ IIII I IT,I ° I IIII I T] U MIN. Ill 111 111 III t wAu ►i (111 Y WTI ALL I WALL ➢ FINISH ALTERNATE FINISH It I i�! ➢ -��..,1 �+�sH Y Y Jill IF''1 i� . LOCATION �J•.}A,r��9��;.G.. l�,l \ M j%:.r]Laf�,1 L -"+i'r]i,_�E�y:' ` }• I .1`tF'.r`+`ai.1 t�J'ki:.•71i�h � ��I�I,�\�` F I W 6 OR 21 14 0 PR00UCrRP.VYSED r, i mamnptyhtgwtlhthe plormn W_ • *F ,.F t/4"o-2D 5.5.M.S. bending Code W/NUT 8: HER Acaeptnaob No —O p I 1/4`4 IAO SCREWS O G•O.C. tf4'4 LAG SCREWS O 6'O.C. O G'O.C.OR#14:k%3/4* O(0 E W 1 i 2'MIN.THREADED µ>•` W/1 1/2 MIN.THREADED yT;` SS.S.D,B,O Q'D.C. YLXPI tan DctoO ��7 D f EMBEDMENT TD EXISTING WQOD EMBEDM�M TO EXISTING WOOD i; iitSF STV.. STUD. PStOr)vCT PX-NE"D Ss: f f4"c LAO SCREWS O 6"O.O. $ aso mpdying with the Flarida y W/1 1/2'WN.THREADED bm}dia}I Code 4 u COM I 6 EMOEOM NT TO basnNO WOOD v s � J � � I Ameptmlce Nn / 'nn f7Mn,O,I, •(,�, SCALE: EXISTING M6i.2"x4'STUDS IXL51tH4 MIN.2 x4'STLI.S "ISDN"MIN.2 z4'STUDS O I6'O.C,•MAX.RWD. O I6'O.C•MO.REQ'D. b1, O.C,tM7t.REO'D. DATE: 4E r t t'anvto F.B.C..0.(„ j I I WALL CONNECTION AT I T( TOM 1 A WALL CONNECTION AT BOTTOM {High Velocity Hurricane Zone) I 16 13.0 W LL CONNECTION AT BQTTOM 1 DING No:01-12 (RSI-013) I SHEET a OF 8 E j f A° ' COMPLIED_ RECOMMENDED INSTALLATIONS AT STRUCTURAL WOOD MEMBERS ALL W000 DESIGN SPECIFICATIONS 5IVJ1 CUWITH THE A E NATIONAL OESICN OFSTUCTURA CURRENT EORA'10 Apal A14 OF STRUCTURAL GRACEOF Fbe2000 PM PND SPECIFIC GRAVITY OF D.Sa a EDGE EDGE EDGE(IF APPLICABLE) a q gg R N (IF APPLICABLE) EDCE(IF APPLICABLE) � (IF APPLICABLE) yy {¢ It j Ix EXISTING WOAD EXISTING WOODTRUSSES OR TRUSSES OR O C�REWBRR 4" 1 1/2" RAFTER o 24' r 9 6 E O.C.REQUIRED EXL4RNG SOFFIT (45 i 3/4STING SOFFIT K. � 3/4'Max.TNK. � .. 'I 41!3/4 S.MS. 7 1'a4"xi CONT.ALUM.TUBE ji4x3J;"S.M,S. I 1'x4'xt/e'COWL ALUM,TUBE (BOBS-78 ALLOT) 0 6'O.C.MAX, (0093-a ALL O'Q W((2)7 4'M O R"O,C.MAX l TRUSS.'Rlo'GATE LAO SCREWS AT LAG SCREWS TO EACH OR TRUSS.LOCATE LAG SCREWS AT I MOWOTH OF EXISTING WOOD I '7 I MOWIOTH OF EXWNG WOODMEMBER, 2"ANA.NOMINAL 7 i i MEMBER(2"hr.,NOMINAL � i -�, i WATFI)�2`Min•PENETRATION EXSTIN0 I I WIDTH)W/2`Min.PENETRATION EXISTING I TT7Nf CLASS�I lilt till qs OF THREADED AREA.THIS GLASS�1 1141 111 ^-�- INSTALWTtOtD QALY IS FOR I I I I IIII 7 4 INSTALLATION IS ONLY VAL67 FOR I I�1 'III`I WOOD•W MIN.SPECIFIC GRAWN I MIN,SEPARATION I III 1111 WOOD W/MIN.SPECIFIC GRAVItt IMIN.SEPARATION 111 �! OF oA0. I TO CLASS i i t t QF 4.55. TO GLASS W (SEES CHEDULE (SEE SCHEDULE 1 , ON 1 OSHEET aStv6ti 1 i I Do.camplyTtaO v>ith dIr Flxim, ■C S �p 1 i 1 1 'I I I L I V1 "Miall CA& E 1 I i x i i t p AoaepmueD •p, i J iS CggG(`�Y O 10HOLLOW CEILING MOUNTING INSTALLATION 12 ,HO I OW CEILING MOUNTING INSTALLATION U,dVL SU 9 — e�•.�' I MIN.SEPARATION TO GLASS f i I I I •"�" I I I I $ (ON SHEETUaLf MIN SEPARATION I 11 FXISrMG ! In i n t � i I i I I � '% TO GLASS I 1 1 GLAS5 Iltl IIII I I(SEE SCHEDULE I I m 111 III ,"+, g I MIN,SEPAIiA770N i ON SHEET 9 I I . 7 I t l t 16 I j I a TO O4ASS I LE 1 3 8" I 1 I I 1 IIII �' (S N SHEET �U8) 111 t� WOOD DECK W/ WOOD DECK W/ W000 DECK W/ 141 MIN.SPECISC I I tv MIN.SPEClfIC A S.O.S,/0.9"O.C. GRAVITY OSPECIFIC QS5, TiGRAVITY OF 0.55, 74x3)4'S.S.S.D.S.\ GRAVITY OF 0,55, MIN. I I PRODUCT'REVISED 0 DECK IF 0 9"O.C. DECK OF ,) EDGE OF I aeoalptyinBwlDlitutFlatdda A°PLiCAdL APPLICABLE APPLICABLE DECK IF 7 Badding Cod e Lp''i Acapl+noa a -D .oly ��A fom..EDGEOFOEK DECKGEDGE OF ioa Date j7E*I I b uit ConDai EDGE OF I� 2'MIN.EO. _ IF APPLICABLE SIM IF I APPLICABLE S E' A'A�NpE -7/4 E tAA SCREWS 0 6'Q.C.W/1 i/2• ALTERNATE tJ44 tAG SCREWS O a'o.C,W/1 iJz� QATE: 4-^22-2015 IOCAl10N MIN.THREADED EMBEDMENT TO STING ANCHOR 1j4"6 LAC SCREWS o 9'O,C.Wj 1 1/2' AIM.THREADED EMBEDMENT TO D(ISRNO p /� ` WOOD DECK. LOCATION WONOD DECK EMBEDMENT TO SiW WOOD DECK. F.B.C. 11 SILL & ADJUSTABLEFLOOR 14 SILL & ADJUSTABLE FLOOR (High Velocity Hurricane zona) (I MOUNTING INSTALLATION �UNTINGINSTALLATION THRESHOLD ELO07R MOUNTING INSTALLATION• DWO No:01-12 (R51-06) { SHEET 9 OF 9 I 1 f I t . M1