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HomeMy WebLinkAboutProduct Approval MIAMlinDADE MIAIM-DADS COUNTY WPM PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION NftamL Florida 33175-247.4 T(786)315-2590 F(7861315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadep_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(In Miami Dade County)and/or the AID(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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 11 RS-1 High Velocity"Aluminum Accordion Shutter System APPROVAL DOCUMENT: Drawing No.01-12(RS 1-06),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. AUSSILE 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 M�AMw�ao- /"��' Expiration Date:01/19/2022 Approval Date:09/15t2016 Page 1 Rollingshield,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#06-0822.03 A. DRAWINGS 1. Drawing No. 06-003R&I, titled "RS-1 High Velocity Shutter System ", sheets I through 9 of 9,prepared by V M Engineering, dated July 05, 2006, last revision Z) A] dated November 25, 2006, signed and sealed by Morgan Villanueva, R.E.V 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 of product 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, certi&ng 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. 06-004RSI). 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 007-0206.03 A. DRAWINGS 1. 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 11/1012006, signed and sealed by Morgan Villanueva, P.E. on 02102107. 4��ftilmy A.Makar,P.E.,M.S. Product Control Section Supervisor NOA No.16-0725.01 Expiration Date:01/1912022 Approval Date:09/15t2016 E=1 RoHinohield,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 Office. 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 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. 06-003RS1)prepared for 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 ofAcceptance as submitted and reviewed 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#09-0604.13 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 0511412009, signed and sealed by Morgan Villanueva, P.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:09/15/2016 E-2 Rollinp_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. Jose Delgado. 3. Letter issued by V Ad 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. 09-016RS1), dated May 29, 2009. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#11-1227.04 A. DRAWINGS 1. Drawing No. 12-2011(RSI-06), titled "RS-1 High Velocity Shutter System'; sheets 1 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 (PERA). 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 Tose Delgado. 2. Acknowledgment letter by Rollingshield, .Inc., dated Januwy 13, 2012, signed by Mr. Jose Delgado. 3. Letter issued by V M. Engineering, dated January 13, 2012, certifying that the drawing(No. 12-2011(1?S1-06)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##15-0505.01 A. DRAWINGS 1. Drawing No. 01-12 (RSI-06), titled "RS-1 High Velocity Shutter System", sheets 1 through 9 of 9, &2A of 9,prepared by V. M Engineering, last revision #5 dated April 22, 2015, signed and sealed by Horgan Villanueva, P.E. B. TESTS 1. None. C. CALCULATIONS: 1. None. D. QUALITY CONTROL. 1. By Miami-Dade County Department of Regulatory and Economic Resources (PER). 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. my A.Makar,P.E.,M.S. Product Control Section Supervisor NOA No.16-0725.01 Expiration Date: 0111912022 Approval Date: 09/1512016 E-4 Rolfinashield,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. Korida Building Code, 2014 Edition, compliance letter,prepared by V M Engineering, dated July 19, 2016, signed and sealed by Morgan Villanueva, P.E. 6Xelmy A.Makar,P.E.,M.S. Product Control Section Supervisor NOA No.16-0725.01 Expiration Date:01119/2022 Approval Date:09/15/2016 R �t9 I. ,OFNERaL NOTE9e � R �j?j � t i.THIS.SHUTTER ACCORDION ^RS=P' HAS BEEN VERIFIED IN ACCORDANCE WITH SECTIONS 1609 OF THE 7. CONTRACTOR SHALL VERIFY THE EXISTING CONDITIONS OF THE OPENINGS WHERE SHUTTER WILL BE py FLORLEM BUILDING CODE EDITION 2414,'AS PER TAS 201-94,TAS 202-94&TAS 303-94 OF THE TEST INSTALLED TO INSURE APPROPRIATE INSTALLATION. v=t R { PROTOCOLS FOR HIGH-VELOCITY HURRICANES.ZONES.AND AS PER AMERICAN TESTING LABORATORY WITH THE CONTRACTOR SHALL BE RESPONSIBLE FOR: TEST NO.4986, a THE DESIGN LOADS COMPLY WITH SECTION 1620 OF THE FLORIDA BUILDING CODE EDITION 2014,THE WIND -VERIFY THE EXISTING CONDITIONS OF THE STRUCTURE INHERE SHUTTER WILL BE INSTALLED 70 PREVENT z 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 fzilit IC •-SEAL ALL SHUTTER 7FACK5 COMPONENTS ALL AROUND EDGE$ IN CONTACT WITH THE STRUCTURE TO � c FBC 20.14 EDITION (ALLOWABLE SERVICE DESIGN),TO OBTAIN THE EQUIVALENT'ULTIMATE WIND PRESSURES, PREVENT ANY DAMAGE DUE TO WIND AND RAIN WORK INCLUDING LIFE SAFETY Of DIVIDE THE WIND PRESSURES SHOWN IN THE TABLES ON SHEETS (6 OF 9)AND (7 OF 9) OF THIS -SELECT THE PROPER TYPE OF INSTALLATION TO PROVIDE APPROPRIATE 0 DOCUMENT BY 0.6 FACTOR (ULTIMATE FACTOR DESIGN). IN ORDER TO VERIFY THAT ANCHORS ON THIS THIS PRODUCT, Q PRODUCT APPROVAL DOCUM NTS,AS TESTED, WERE I OT OVERSTRESSED,A 339 INCREASE IN ALLOWABLE -IF IN ANY CASE CONTRACTOR NEEDS TO MADE ANY MODIFICATION HE/SHE SHOULD COMMUNICATE , STRESS FOR WIND LOADS WAS NOT USED IN THEIR ANALYSES,AND IN THE LABORATORY THE TEST LOAD WAS IMMEDIATELY TO ENGINEER OF RECORD BEFORE ANY ACTION. 599 MORE OF DESIGN LOAD. # THE RS-1 ALUMINUM ACCORDION HIGH VELOCITY SHUTTER SYSTEM IS ADEQUATE FOR IMPACT AND FATIGUE 8,A LABEL SHALL BE PLACED FOR EVERY OPENING BY THE MANUFACTURER AND SIAL BE EXPOSED ON RESISTANCE AS SHOWN N 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: INSfALLEO AT HIGH VELOCITY HURRICANE ZONES(H,V.H,Z,)" RS-1 ALUMINUM ACCORDION, ROLL2.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCLA70N 6083-T6 ALLOY AND TEMPER, WITH MIAMI, FLORIDAINC. , MIAMI, fLORp Fy �25.0 kai MINIMUM (UNLESS OTHERWISE NOTED). MWAI-DADS COUNTY PRODUCT CONTROL APPROVED. 3. SCREW$ SHALL BE: 9,THE INSTALLATION OF THIS RS-1 ALUMINUM ACCORDION HIGH VELOCITY SHUTTER SYSTEM SHALL COMPLY i NSI SERIES 304 OR 316 STAINLESS STEEL, Fy-35kel MIN. WITH THE SPECIFICATIONS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS CARBON STEEL CORROSION RESISTANT AS PER DIN 50DiS, Fy-501al. PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO, 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- Istat MIN. -PLANS SHALL BE SIGNED &SEALED BY THE ENGINEER OF RECORD. --ASTM A-307 GALVANIZED STEEL. F}. 50kal -NO MODIFICATIONS ANDjOR ALTERATIONS MAY BE MADE BY ANY MEANS. A M1 NSI SERIES 304 STNLESS STEEL, FY-35kei/MIN. 5. ANCHORS TO WALL SHALL 9E AS FOLLOWS: /s 11.THIS PRODUCT APPROVAL DOCUMENTS WAS NOT PREPARED FOR A SPECIFIC SITE, A E PRODUCT RENEWED (5 1 , T Building mmPFying with the Flarida d I 4"0 TAPCON ANCHORS AND i 4"0 MAXI—SET TAPCON, MANUFACTURED BY I.T.W. RAMSET/RED HEAD. e�cNn 6-o7Z .a1 C a 0-1 , 0 £LCD TEXTRON. rm}}ate a o21. C'0 — 1/4"0 x 7/8" CALX—IN ANCHORS AS MANUFACTURED BY ALL POWERS FASTENERS NOTES:5,111j MINIMUM EMBEDM_ 5.1.2 MINIMUM EMBEDMENT OF INT1/4-0 CALK-N ANCHORS SHALL E 7/8"INTOPOURED CONCRETE OF TAIRCON ANCHORS ISt THE POURED CONCRETE. i 334'. 5 6 7 D at C.entm �`1�`\`,i.... 6�jt NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4"0-20 S.S. MACHINE SCREW USED TOGETHER WITH 10 12 15 17 19 21(7 O i 7 } OR VJ `. :. , *. 1/4"0 CALK-IN ANCHORS. 3 � ,� U 0 r' 5.2 iN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON1. THE EXISTING WALL OR FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND OR ' SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON NOTES 5.1.1) & 5.1.2)ABOVE. (9)OR Q' TYP � ♦ Ma (6,3) TO EXISTING CONCRETE BLOCK WALL - 1/4"0 TAPCON ANCHORS AND 1/4"4 MAXI-SET TAPCON,AS MANUFACTURED BY LT.W. li4MSETj REO HEAD. 4J IS ��� r• - 1/4"0 CRETE-FLEX SS4 ANCHORS,AS MANUFACTURED BY ELCO TEXTRON. - 1/4"0 x 7/11"CALX-IN ANCHORS AS MANUFACTURED BY ALL POWERS FASTENERS AGl� A �AI,r,,,�,p,yt �•• i NOTES: ttttn :D f! 54.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON &WEDGE-SOLT ANCHORS, IS 1 1/4". z O E �PRODUCTRBV198D p j 5.4.2) MINIMUM EMBEDMENT OF 1/4"0 CALK-IN ANCHORS SHALL BE 7/8" INTO THE POURED CONCRETE. C '3camPlYing%%ILhthe Flodda U (1 NO EMBEDMENT NTC STUCCO SHALL BE PERMITTED. Ile 0-20 S.S, MACHINE SCREW USED TOGETHER WITH o Dulldins Coda 1/4"0 CALK-IN ANCHORS. AcmplanmNt S O$ j to O ^ D a iartData11,5)N CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ONTHE FAS71NO WALL OR FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND " F 0 clControl r SAID}PALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON NOTES 5,4.1) &5.4.2)ABOVE. O (5.6) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF tiv THE ANrROR'S MANUFACTURER. 11 11O 5 L' (5.7) SEE SCHEDULE BELOW FOR EDGE DISTANCE (E.D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS ON DATE: 4-22-2015 SHEET 7 OF 9. r _ 6 MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. (SEE ALTERNATIVES NOTES 4 8 9 20 0 QR ciB"r Hurricane Zona) ( 2 ® � ® p )6 (High Velocity k ON SHEET'0 OF 9). - FLOOR MOUNTING INSTALLATION SHALL BE REMOVABLE WHEN PERFORMED ADJACENT TO AN OPERABLE EXIT TYPICAL it 14 18 18 21 OR L OR ENTRANCE SHUTTER ELEVATION DWG No:01--12 (RS1-06) TYP TOP/BOTTOM SHEET 1 OF 9 1 i e `t L T 2,456 z0fia .951 C3 -ot Wdil I R I A air! '14 ol R R 472' LIZU" : �- � l�1 MALE C �yjERMAT BSE �}3 FEMALE GENTS MATE BLADE OW AL STARTER ops^ iT 7 r 00 $• 1 2Jr• 1 M 075• X075' -1 i2k ■8.1251 QG2' j � a ,HEADER WALL MOUNT C}6 B O NT HEADER WALL MOU7 CEILING HEADER MOUNT 8 LQO S! a w d i PROr}U£3'AGNE4lED 1'M/N es amptyirtg with llri'Florian `+ �/ salarcc.0 ��� y��Nb rr !1!: 2066, .069', Ezp"v Unn Umcp1! � 8 L i 'AS APPLOI&E �� I 1 f ,STARANGLE ALUMINUM 8.0. ANGLE 0 �rrrtit�itit1 I 14 ALUMINUM B Q A GLE l'J 1AD,lUSTABLE FLOOR SILL A0—PTOR THRESH= TRA �-- FRonucrnsvtsso a �`" �-�+ n.complyln®wnh ttw Tleddo U 4 DuStding e I ..��..� I Ex tion Data 09Y ,. �_-�� .120' ,277• A ,. M(Mtt D odnet control CO9 .o7a" .aed• .asa• SC { �- 72 J DATE: 4-22-2015 O"" F.B.C. jj2' " '- f� e0JUSTABLEFLOOR SILL (High Velocity Hurrlcano Zane) Q 15 CEILINCHEADER !6 .FLOOR_.SILL ADAPTOR W / LIP, DWO No;01-12 (RSI-06) 21 WALL HEAD ER sHEEr 2 OF 9 3.Q0p"MAX' 1 a CMVPANEL /ip=tS S.s,M.S lJ�rl LM 3/16'PDP RVETS AS SHOWN PpP tir�7s rs' a 2. iE , l8 ,�,.�ZJC KNOBNLOCK y `.�� - -S ! ia !E t. ! 2000'WX i ` ` NICK.0 aATEO PUSH r rraE ate LOCK 60TTOM S. R SEE NOTE saow 41 b /9 LOCKING PIN _ z FV;aa,.MR uP m r-a srNrt>rr auaE tlHcxs i AMA IN 51WIrEN vwc U 2,vm awm pm 9'-0' ts wouw ani"mmmm $ etExwFWrEv£pr a•womm N ; I EXISTING GLASS MIN.SEPARATION >W u A:F ' TO CLASS ISEE SCRMLE ON SHEET 6 q � U/ a 4 0 TAPCON ANCHORS N// 1i`"MLN EMBEDMENT INTO .•v • 4 y50* CONCRETE ® 4.5" 0.C. MAX., J-0 CRETE FLEX i4PANCHORS W/ 14"MIN. NEW#"THICKNESS x 67� " EMBEDMENT INTO CONCRETE CONT, (6063-116 ALLOY& 0614 .250' 22 ® 6"O.C. MAX OR$" TEMPER)ALUM. PLATE %•f " o CALK–!N ANCHORS WJ J" '���v •''� MIN. EMBEDMENT INTO s00' MALV MALE BLADE DETAIL OF CLEAR PANEL LOCATION CONCRETE AT 4"a.C. MAX. 1 tr+nt,,,,rt`� z t 2 OR PRODUCPROVISE3D O i a to camplyln�wltRtho Ftotldo � MAXIMUM NUMBER OF CLEAR PANELS PER SHUTTER a' ' •• L; `• ' ' ° I Acecpn--No .a5 uI� AlUST NOT IXCEEOED FOUR (4) PER ACCORDION AND d' d Sxyi i°IIUOtd 17a LOCATED TWO AT EACH SIDE OF THE C£NTERMATES ° .' • a STARTED A7 THIRD BLADE AFTER THE CENTERMA7E5 :a, ,. zsdp' nDurrRct n+eD p I AND THE SECOND ONE FOURTH BLADE AFTER, TYPICAL • ao Buildicm1dng C.A. th 8k Ft t da tHitunl D «tact ' �tuilding Gxl AT EACH SIDE OF THE SHUTTER, e' 114-0-20 S.S. A0-00,0u No –0 $.0/ e a , ° W/NUT dr WAS tI44CW f Zo22 i 4.. G°®' "O.C. OR(f 144 gp 5, EOOZWFV 4.5"O,C. i du r Cuno o DATEi 4-22-20 5 CLEAR PANEL SHALL BE LEXAN RESIN X1103•-112 POURED SLAB LF (W STABILIZED) OR EQUIVALENT COMPARABLE 77 CONCRETE APPLIC48L£ F.B.C. t G.E. LEXAN POLYMER SHEET J90-34, REOUIREO (High Voloclty Huaiccnd Zontr) THERMOPLASTIC POLYMER TENSILE STRENGTH TYPICAL CONNECTION WITH ALUMINUM PLATE Fy-8.9ks1, Fb=12.9ksi, E=328,7ksi DWG No;01–I2 (RSI-06) (ONLY FOR WINDOW OoQ sHEEf 2A OF s I , , i POURED CONCRETE EDGE OF CONCRETE CONCRETE %(S-.;CRETE ANCHORS E OF EDGE OF CONCRETE CONCRETE ANCHORS n p APPLICABLE REQURED SCHEbULE ON SHEET 7) APPL�MABtF �uc�ABLIF EREWIRED (SEE SCHEDULE ON SHEET 7)E.D. , a EDGE OFEO.✓ SHELY. E..SEE SHE.7 :• CONCRETE IF ?0.7 g g yip . a• 0 it 12 E4• " A •,: EQEO .. r APPLICABLE �C @ 1 I I oC EXISTING ig GLASS {�t CLASS i MIN,SEPARATION { TO CLASS TO CHER I (SEE SCHEDULE pw�±{ (SEE SCHEDULE I ( 1 W� ON SHEET B) MIN.SEPARATION I GT ON SHEET 6) I r OOii 6S I a CEILING HEARER MOUNTING INSTALS 4TION Q CEILING H£AD£R MOUNTING INSTALLAI10M� Nil c Ir , MtNTO SEPARATIONCLASS r { I i 5'6 R { { (SEE SCHEDULE r m I I ON SHEET 6) I 618w ' I `�� ••11LtgH ri MIN.SEPARATION I EXLSTINGON ' \� �• i TO GLASS z GLASS ALTERR AN Ga I I ( M h � ` �. Mtl` •••x ! (s�SCHEDULE8 $ 3 ; LOCATION { 16 > r 3/8" r t MIN. t 'E �1111-j S.S.S.D,S,POURED O.CCONCRETE t+x31x'S.S S.fl.S. CONCREtEO 12'O.C, }, REQUIRED f- �} .4 �; ,, . � •� x///1111111\\ . lip Iq• 1/^w' PRODUCTRHVISHD C7 i E.D.SEE SHEET 7 V ,•�lZq EE'SHEFf 7'• a. �. E.O.SEE SHEET 7 mcemPlying wish lhCl:tDAfde i g.0.SEE'SH£ET 7 FOOE OF w •� EO OF EDGE OF - .y .� ,a EDGE OF DUIIdmR Cele .Ot W SLAG IF ': �• r + S IF SIAB IF ''� '• APPLICABLE AecePlDnaov.)V 0 { APPLICABLE LiCABLE APPLICABLE --' LEVise,fan DaIIOX=; } I�^ 1Virxd1 �7 ra ALTERNATE CONCRETE ANCHORS CONCRETE ANCHORS LOCATION (SEE SCHEDULE ON SHE 7) (SEE SCHEDULE ON SHEET T) D tet Control I Q S J 0 Q $ILL 8 ADJUSTABLE FLOOR MOUNTING INSTALLATION � PRODUCT RB14bWrO sw complying with the Florida DATE . : 4-22-2015 suildiegCodt ! AcceptnceN-lo o� F.B.C. EaD 1t°ItoZ2 (High Velocity Hurrleono Zone) I DMie»t1 �L-cccn, DWG; No:01-12 (R$1-08) SHEET 3 OF 9 1 I i . i CONCRETE ANCHORS 3 C 1 7y (SEE SCHEDULE ON SHEET 7) dd POURED CONCRETE POURED CONCRETE POURED CONCRETE ' OR CONCRETE BLOCK OR CONCRETE BLOCK fi .REOVfREO OR CONCRETE BLOCK BRED CONCRETE ANCHORS REQUIRED 1/4-0-20 WA M.S. _ pp g CONCRETE ANCHORS (SEE SCHEDULE ON SHEET'7) W/NUT D.C. WISHER — %L 6 p •• 'd (SEE SCHEDULE ON SHEET 7) -�• I O B' .OR�14a 3/4' A �g S.S.S.D.S.0 o^D.C. �N F d d. .4•� • ED 1 2 � D r r • I • • I 4..'•.�\ III �_ s'. .. n ♦ N d..'-� I I d..'• ea'•� 4 I 8 ,oQe4 IJII I��I d•..•''1 fillI MI �I���I��I III{II _ � I Jif IW i• Tip • • Iall��b{ •, • ' I �em I I In W I EXISTING MIN.SEPARATION I rc�i FJ(ISRNO MPJ.SEPARATION � I I I z EXISTING MIN.SEPARATION CUSS TO OIAS$ I H GLASS TO GLASS �I i (SEE SCHEDULE I y I (SEE SCHEDULE I I 1 E�J� CLASS (SEESCHEDULEIGlo I ON SHEET 6) I i IX ON SHEET 6 I dS I^ ON SHEET O) I I I^ I I I • � I •c QISTALLATION © B.O. HEADER WALL MOUNTING INSTALLATION Q7 CIA CEILING HEADER MOUNTING INSTALLATION TT ig POURED CONCRETE 01 !v f OR CONCRETE BLOCK gEOUIRED CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 7) I I DGlASS I MIN.TO CLASS ON I m �,�,:•'i ! /�� i I MIN..SEPI ON I ��,y (SEE SCHEDULE i I l TO (SEE SCHEDULE •d•? OH SHEET 8) I I it 5045. I �.Iy�I �L• �� ON SHEET 6) I I I E. Y B ) I O i2'O.C. Iwo (mm� q� ••N ImD ! ilii �0 II .� • ' A 'il' 3/6^ I�i •y; POURED MIN. I SCC RREQUIRJ! ALTERNATE OR Et ,•i• LOCATION 3 • �•P ,• - EJ(ISTING MIN.SEPARATION DDfi w �.•• A• GLASs I (seeDscHEDULE ! I o• d' '!' •• • ON SHEET 6) `^ �y EQ. E0. E.Q. EO PRODUCT RSVISRD O ' S �E.• SEE SHE• 7 I I ^a as complying with the Ploddo U I Building Godo' r lil I •d 1/4'0-7.0 SS.M.S. Am,lance No Z 4 W/NUT a WASHER Bxplp lieWe` jj Q I CONCRETE ANCHORS POURED CONCRETE O 9^O.C.Oft 0 3/C O (5EE SCHEDULE ON SHF1:T 7) OR CONCRETE BLACK 5.5.S.DS.O B^O.C. B I REQUIRED Uct Control g ONCRUE ANCHORS 09 THRESHOLD FLOOR MOUNTING INSTALLATION ® WALL MOUNTIN INSTALLATIONUDUCT RGNEWL'-Ji (SEE SCHEDULE ON STIEE'T 7) y • Ite eotnTdyinil with the Fivrnt+' DATE: 4-22-2015 Baildieg Code _ B.O. SILL & ADJUSTABLE EE do 'FLOOR OOR M UNTING INSTALLATION F.B.C. 1 �ZOZL (High Velocity Hurricane Zono) By pi' ,dun am�T DWG No:01-12 (RSI—O6) SHEET 4 OF 8 I f f t I POLIO COVIRRE aR aa+mw BLOCK WALL flemmD gg Pol1PED CCAETE�AYCHWIJ Ar O— MOCIETE COOJFNAsME aJAuFN'OsURNsSbvOARerSEaF0.BC0 'RFE0.12" d21I'MK WD00 SNS ap� (ASAmIMA9E� R OLOCK WAtL RFWARM zsR O, AR e'as GIA=— FXSWC OGS$ ------------- a- Gbbs PaJ Of . +�AL�•Lyy� mvnetreANwaeso is m q ��� D+ 0+ /]I" 15 FOR E AIrL£a f21R �1 y j IT�T 4 OR LY,® 7d c MR J 6£ CGMMAdrC �W_� ®+ �7 R ¢ a o a as L 88 M,:,.'lr e'an ,® -- ------ ------ ------------- - --- IIIrJJ//f'$A.% E0T7Y/C GUtiv ; z -------------- -------- �� 1 rrP 2 O 1 fmmts lw lRRC 4 POGP✓Fo colonwE } Jaaan 1Lr nov 3 �� 2K=WALL �RFQVM ais 11410 u0 scREM o B'o.c. To&BomrM 1 w r r 2 Ma. iNRFADEO I EM 70 E7/ISRNO W NOTES) 000. 12"MIN (SEE SECTION A—A SECTION B --_ SND D1A:J� £ND CLOSURE ALTERNATE ---------- 1 4 j —____—_ PRODUCT RENF.WL.D --------------------------------------- f ee mmpfying with the Fi07idT ; I, Build M'Cad e I/ � 0� ALM PO sks cw O. ciBig �R + 0, + len[ktc o22 ALM PM Rnxr o a o.a ■� F 1 L^S 19 ®®� OR B 19 cAp� -- ---- -- -- ---------------- ---4- ---------- - --- ----------- --- -- ------------------- -- I - --- - Icy 2 2 1 oR© 2Wu I B'CONr 10.U4=Ar MP OF IN1�4 RATS SPAAao MALLILYow Y,,FA MED IMW H no >f♦11 I OR ALUM.PURE ONE N.II Or J•F hE10 PW SCAEWJ. ; 1 0.4ED-MUM er OZOW Nang GWOE 4WT71 NO 1.0.M4M,Ar TOP 4 ANO e0r70M 0P O1CN EKRRNLR SUr,FASTENED MIM ONE Na 14 B7'J- 4 rYP NEX,N6N PN SCREMS \ ,. 3 3 TYP. 0.00'01GNETER Orr A='NaOY OWDE MM AV MFRAS Ar IOP ANO •' 12�',.r/B•oaFT' roP m BorroM WI W Of �1OUW 6Nr,FAFFNLO AvH ONE Na r1,BY !IN NOr ` j 4 YUHE' TOP a BorroM SECTION D 1717,082"cs OSfO'OHYEIEiP BY Yf•LaYO AGwONWF LOc%PRG Ar i0P ANO son- •M� +� AACIC OF TACH 40MAV MAS IATr M WITH ONE r0-24 or 0.470'LONC 1, I /r1rJ/f•S.i INUI@ WAN SCREW Atrm.PM Rhf75 O {� SM.S OR J/reb OR© /11 A 111((( .Yum PoP FA2TJ o 1 OR©1 an(OPJ ca�im / t1 SECTION C z•Af•aurr WOOD �z t I fAC SCREWS®0'O,C. SECTION E STUDS REO-D. W//I r/1'MIN.T/�EAOED � ESNBEOMENT TO EZRNO W000, PRODUCI'REVISDD O n complying wllh the Florida 2%Y'),I/a•OR J'r3}•OYO• EXIS CUSS U .NKP.WBE(veer-re AtLart rrxvFR) DO Ing coda' S-D 0 NOTES FOR LOCKING OF(2)&(J) 3p ———— v A.ptanm No O ID f PUSH BOMW LOCK®MAY BE USED FOR INSTAUA77ONY � F 4 {" Bitp lion DOG 0 I7 o E 2%7%I/el7t/e£SIIe ALUM SEWREO FROM 7H rWAF OR INSOaE OF SHUTTER• qH AnrtLs Tw/e07roM W/ WHEN/NSrAGLINO OA1 lFl OUTSIDE,A 7/B%"OLE v 6Y I (1)7/16%AMn PoP RM1ETS M 9ULL OTANI i J AND MUST BE RAFTED FROM R s 1/2 N . rAl N Control /I4,J/4•SMi W NRE M'0 THE'64CM OF 7 TO FR W/(2)3/1010 ALUM.POP h ( rags XL'P/f•MPCdq RLLO A J/ 0 HOLE MUST THEN BE DWEO AT®TD YY' .LLLOW FTIR P( TL7 PASS TNRLI. -- WHEN FNST NO FROM THE 2FSIOE;®MUSr BE RNETEO TO(�W/(2JJ/re"0 ALUM.POP !/e'Y HOLE -- - - S S7 1NFN BE OKrclEo nrRU J ANO 2�ro ALLOW FOR ( 2' DATE:, 4-22-2015 S awrOP" PIN ro PASS TNRU� F.B.C. ' ,r EDC£of sGFe 5/16k[-LOCK®MAY BE USED ALTERNITRELLY TO LOCK r•B•C• r IF-wPLAGIntE FOR INSTALIARONS SECURED FROM THE OUTSIDE OR 7#510E (High Velocity HUrricone Zone) 4 Q�'SHUTTER. XIS E,A ORIGGED TNRU 2 AND J NOL£DRILLED TO 2 SHALL.BE 1 2 POST CONNECTION TAPPID Io ArREAos PEF INcAcrFINE scREw. SECTION G DWG No:01-12 (RS1-06) } SHEET 5 OF 9 r MAXIMUM DESIGN PRESSURE RATING A'W"62.f) AND a i CORRESPONDING MAXIMUM SPAN "L" SCHEDULE MAXIMUM ALLOWABLE DESIGN SPANS MINAMUM SEPARIRON &g � n ADU7MLlM TO GLASS(In.) (f)L+.ALLONOBLE SPAN DUE TO POSRDE DESCH LCWD+W(a0 ALLOWABLE L-:ALLOWABLE SPAN DUE TO AEGAmE DESIGN LEWD-W(PFI INNO LOAD SEC77ONS 6 TO 8 SECTIONS 1,2&9 SECRONS J&4 SEQNON 10 nrWr moTrOts Nr1OI HARLOT 6 B t�p 4 4 a Q DESIGN'W' WALL MOUMIND Fi00R/CEllINa MOON FLODR/CE7LWo MOUN7J WALL NITUNRNG xsr"Lm taRNN me '!�'b 8 )) RR!(JO'-9' A,f LtEVAtln•I O! 1NST(UA770NS NSTALLATIONS 1NSTALU71ONS INSrALL11I0H BOL4.Atlo (T)TO ACT£RNINE MMTXUM ALLOWABLE SPAN: ACAVAW Ar a a"a 0"W Ar rtou w &M,.-P057nK LOAD(W+)AND NEVATW£LOAD(A'-) L+ L+ L- L+ L- =MR. °11Vf� S IOM77FY TYPE OF INSTAUAVON OW MOUNMO,FLOOR 30 12'-4" 12'-4" !2'-4" 12_4" 12-4 72-4 12'-4` 12'-4 2 J 4` MOLIMTINO,...ETD.). 055 2 -4 12- - 12-4" W-4" 12'-4" 12'-4" 2 3 4" -DETD?&ME VALVE'OF L+AND L FROM TABLE _ 40 !2'-4" T,2'-4" 12'-4" 12'-4` 12'-4" 72'-4 12'-4" !2'-4` 2 J/4' - fbw MAXRIUM ALLOWABLE SPAN SNAIL BE EQUAL TO THE 95 11'-10" 11'-10" 10" ll'-10 T2'-4" 12'-4" !2'-1'. 12'-J' 2 3 4" 'MMW'OFVLUESOFL+ANDL- 50 /1'-J" 7 1'-31 l•-5u W-51'-5" 12-4" 12'-4" 11'-1!" 72'-7 3" 2 3 4 rJ'AFTER THE MAMwM ALLOWABLE SPAN cHEL7(SCHEDULE TABLE 55 f0'-8" T,0'-8" !1'-0" 11'-0" 72'-4 12'-4" 11'-8` l2-0" 2 J/4" M OBTAH AwwMUM ANCHOR SPACNc, 60 10'-J" I 10'-J" 10'-7" 10'-7" 12'-0" 12'-4" 11'-6" 11'-10 2 J14- RFstEMBER To SELECT ANDHoR SPAcm UswO NEDAme DEstw 65 9'-10" 9'-10" 10'-2" f0'-2" I1'--6' 12'-4" 11'-J" 11'-9" 2 J14' LOAD(W pe0 70 9'-6" 9'-6" 9'-9" 9'-9" 11'-1" 12'-4" 1 f'-f" 11'-6" J. 2 314- 75 4"75 9'•-2 9'-2` e'-4 - 9'-4" 10'-g' 12'-4" 10'-10" 11-4" 2 314- 80 8-10" B'-10" 9'-4" 9'-4" 1.0'-5" 12:-4" 10'-8" 11'-2" ,7" •2 314" 85 8'-7" 8'-7" 9'-0" 9'-4" 10'-7" 12'-4" 10'-5" 1T'-0 2 314" DU4L NYLON WHEELS KITH 0.490'BY 1.100"LONG NYLON GUIDE WRH NO ,v I.D. MARKS, AT TOP OF ULTERIOR SLATS SPACED EQUALLY, FAS7EVE0 Wf- Li 90 8'-4" 8'-4" B'-9" 91-1" 9'-10" 12'-4" 10'-J" 10'-10" 2 :JL4 LINE NO. la Br J'HEX H&ID PIN SCREWS. 95 7'-8" 8'-2' 8'-6" 9'-3" 9'-G' T,2'-4" 1O'-0" 10'-B" 2 J"4" 2 J14 0.490"DIAMETER BY 0.590'NYLON CUIO� WITH NO 1.D. MARKS,AT TOP ^a 100 6'-!0" 7'-1!" 8'-4" 9'-1" 9'-4' 12'-4" 9'-10" !0-G" 2 3 4" 2 3/4' AND BOTTOM OF EACH EXTERIOR SLAT.FASTENED WON ONE NO. 14 BY J" 105 6-J" 7'-9" 8'-7" 8'-10" 8'-10" 17.'-2" 9'-7" 10'-5" 2 J 2 314" HEX HEAD PIN SCREWS. ■ _L'y 110 5'-6" 7'-7" 7'-9" B'-8" 8'-6" 11'-I1" 9'-5" 10'-3" 2 J 4" 2 J14" 0,490"DDIMETER BY 0.620'NYLON GUIDE WITH NO MARKS, AT TOP AND 115 4'-70" 7'-5" 7'-3" 8'-6" B'-0" 11'-8" 9'-2` 10'-2" 2 3 4" 2 314 60T70M OF CACH INTERIOR SLAT,FASTENED WITH ONE NO, 14 BY J"HEX W v 120 4'-2" 7'-3" 7'-2" 8'-3" 7'-7" I 1'-5" 9'-O' to'-I" 2 3 4" 2 3/4" AHED PIN SCREWS. 125 X-6" 7'=1" 7'-0" 8'-i" 7'-J" 11'-2" - 10'-0' 2 J 4" 2 314' ¢350'awdErER BY 24"LONG ALUMINUM LOCK PIN,AT TOP AND BOTTOM \ (�U/// 730 - 6'-71' -- 7'-11" 7'-0" 10'-II" - 9'-10" 2 3 4" 2 3 4 OF EACH LOCKING SLAT,FASTT:NED WI7H ONE f0-24 BY 0.930"LONO \\ 16 735 - 6'-10" - 7'-10" 6'-9" /0'-9" - 9'-9" 2 J 4" 2 J,14" THUMB TURN SCREWS. 140 - 6'-8' - 7'-B" 6'-6" 10'-7" - 9'-8" 2 3 4" 2 314- 145 4" f '4 •e 145 - 6'-7" - 7'-6" 6'-J" !0'-4" - 9'-7" 2 3 4" 2 1/4 150 - 6'-6" - 7'-1" 6'-0" f0'-2" - 9'-6" 2 J/4 2 J14 IVIMA MET NO 155 - 6'-4" - 6'-9" 5'-10" 10'-0" - 9'-5" 2 J14' 2 Y4 Af sEcrroNs fry a(�ON THESE GROUPS CAN BE COMBWED AND *' 160 - 6'-J" - 6'-5" 5'-8" 9'-it7" - 9'-4" 2 J 4" 2 3 4" NOsr B£TAKEN THE mWWr SFAA4 ' 165 - 6'-2" - 6'-0" 5-6" 9'-9" 2 f 2" 2J 4" a)s£c»oNs rT)d (2)ON 7NEEE DROOPS CAN BE COLBNED AND 170 - 5'-17" 5'-8" S'-4" 91'-7" - 9'-J" 2 2' 2 3 4" NOsr BE lArcEN THE LOWEST SPAN. 175 - 5'-6" - 5'-4" 5'-2" 9'-5" - 9-1' 2 112' 2 780 - 5'-2' - 4'-11" 5'-O" 9'-4" - 9'-0' 2 112" 2 3/4 185 - 4'-!O" - 4'-7' 4'-10" 8'-1)' 2 112" 2 3 4" = PRODUC7ITBVISED O 190 - 4'-5" - 4'-2' 4'-9" 8'-10' - 8'-9' 2 112" 2 J/4" TO OBTAIN U01AAyEWVIDPRL3371RE-AUOWAUIJ�=PRESSURE 65nomAdnil With 1hoFlorlda V 195 - 4'-1" - 3'-70" 4'-8" B'-6' - B'-6" 2 1 2" Building Lbda W 200 - 3'-6" - 3'-6" 4'-7' B'-0" - 8'-0" SW� 1po�FALLOWABLE Acwptnncallo 2 ! 2" 2 3 4" ULTTMA 0 167 paf0.0 B�1 ion Do eQ( Dy I hfi in Dn ct Ltinle.I PRODUCT RI:NF WET) Me complying with thr.FhA*J; Building COdc - AcognanceNo& -31 $ O� DATE: 4-22-2015 on lhu l2l .� Z7. F.B.C. �����• (Hlgh Velocity Hmicone Zone) M L t w, un DWG No:01-12 (R51-06) SHEET, 6 OF 9 t MAXIMUM HIND LOAD DSI,N PR SSURF"W"AND MOMOM NND 1.� 17E ild MAyIM, WIND gyp,nc IrrFl ct}Rc'w� MAUI WIND'LOAD PR$$Ufl_�•W�AND q t h MRRESPr1UDlNC.MAXIM XM 4a•*! R PA AGIREDU(E. AND CORRESP,Q,N�ING MAXIMUM ANCHOR �(J COR •QNQ1NG MAXI�J ANCHQR RESP�DiNO MAXIMUM ANGMO_R 4PAGINO (Ind SGH n10 E. App 7fr $ .--�... +: _�1�.D D,�.-.�- SPA.i (in.)SCHEDULE, :�'aNG an.)5�E., WAtt MOUNIANO watt MOUNTING EOA' FLOOR CEILING d:FLOOR WALL MOUNTING WALL MOUNnNC o! k INSTALLATION AT TOP INSTALLATION AT TOP TALLATION MOUNTING INSTALLATION INSTAUATUN AT TOP INSTALLATION Ai TOP. MAXIMUM OR BOTTOM OR BOTTOM BOTIOM AT TOP OR BOTTOM OR BOTTOM OR BOTTOM R & € ALLOWABLE (SECTIONS 5 THRU 8)SECTIONS 8 THRU 8) hwtwM .2 TT 9) MAXIMUM (SEGTi0Fi5 3 k 4) MAXIMUM (SECTIONS 5 THRU a)SECTIONS 0 THRU 8) 7a ` DESIGN Oo LroxOw,TE1 (r0 pAsaRRT) OE�SICNLLdn0008'SALLOwGN ABLE iro oo4aXtTq xi'p p LL tm mwcano tro awtowar} N LAAO'W' SHUR SPAN SHUTT R SP LOAD'YP SHUTTER SPAN LOAD Y(• SHUR SPAN LOAD'W SHUTTER SURER SPlaw gig (PmdJ S..D d'-a e_e e•.o d-o a-r (P.S.0 d.tJ (P.e.f I$l1 it a t e-q a•_O• e'-r (D' a•-b• e•-b• e•-b' ) a•-r a•.o• V4, a•-0• 5•-0• 6-e' .Y 0R LtT4 m r0 la%,OA lLSi TO ro Xux. OR m 10 IMO. OR I& ro To IMI. 06 LEO m 1a LPX QA ltfa m m MUt. a'-e•ALW6m NtaS6 a.r +Lta9c0 x r e0.0tic9 a=r waXXL6 9 9 9 D 9 H 9 9• 9 D D B 9 e 9 D 8 D ��,,y///MN LESS THAN 70.0 LESS THAN 30, LESS THAN 30.0 9 p 9 LESS THAN 30.0 9 9 9 9 9 9 (0_ ' 9 9 9 g 9 9 9 9 9 9 9 9 9 9 8 9 9 9 9 9 9 p 7 5 9 7.5 6 9 9 6.5 9 9 9 9 7 15 FROM '9 9 a 9 9 9 FROM 9 9 B FROM 9 9 9 FROM 9 9 9 9 9 7.5 >30.0 TO 60.0 9 9 9 9 9 7 >30.0 TO 00.0 9 7,5 6 >30.0 TO 00.0 9 9 6 >30LO TO 60.0 p p 9 9 9 S5 9 9 9 9 S5 f 9 6.5 SJ D a 5�6 D 9 7 9 6 7WFROM p 9 8 9 9 a5 FROM 9 9 d FROM 9 9 a FROM B 8 9 9 9 45 >00.0 TO 70A >80.0 TO 70,4 >60.0 TO 70.0 >60.0 TO 70.0 9 9 9 9 5 69 6:5 5.5 8 d 5s B 9 6 9 9 J.5 9 B OM B 9 8 4 35 9 J,3 3 B T 4.s 4 D 5 4.5 nJa >7OA�TO 80.08 9 6.5 H d 75 >70.0 TO 80.0 9 8 7.5 >70.0 TOFROM M 80.0 9 9 7 >70.0 RTO 80A 9 'H 7 B 9 JA H H 8 B G 3.J 9 $5 5 9 7 4J 9 9 6 9 65 Z5FRO 8 8 8 8 J's Va 3.5 5 Ad 9 6 4 9 a5 4 a 0/0 61a qy E IS >80.0 TO Sao 9 9 q/a 9 d5 n/a >80.0 to g0.0 0 7 6.5 >80AF TO Rao 9 9 6 >80A0TO 90,0 9 0 a 9 d6 n/b B D v/v .9 ,5 n/a 85 5 4,5 9 6 4 9 9 8 9 4 0/1 9 9 nj° 7 3 n/a 76 AS A5 D 5.5 as 9 6 J.6 7.5 n/9 n/a d a FROM FROM FROM FROM •� >90.0 TO 100.0 9 6 V. 9 6 )90,0 70 100.0 9 6,J 6 >g0.0 TO 10D.0 D e 3.J >90A TO 100.0 9 6 .5 D 4 n/o LLI[$-` 9 9 1�7. H AS 0/0 a 4.5 4.5 9 5s J5 9 7 4 9 3 nfa i FROM 9 a V. 5.5 0/0 n/a FROM 6.5 4 n/a FROM 6 416 JFROM S D 4 n/ 6 n/a n/ )100,0 TO 120,0 B.5 4 V. 9 6 n/a >IOOA TO 120,0 9 5S n/o 100.0 TO 120.0 9 B.6 6 )104.0 TO 120.0 B 5 JS 9 nja 7 9 n/ 7.5 J n/ 6.s 4 � 7.5 4.5 3.5 9 4.5 J 9 2.5 n/0 FROM 9 7 V 4 n/ n/o J.5 ' J.5 n/a 6,6 4 J FROM 9 3 n/ 4 q/0 n/ 1 ROM 120.0 TO 140.0 a J.5 n/0 7,5 4.5 n/a >120.0 TIS 140.0 a 5 6/0 >120.0 TO i4o.0 9 6 4.5 >120.0 TO 14(.4 9 4 J a q/a n/a 7 a nJa 5.5 J nfa 5.5 J.5 rtfo B,5 4 J 9 J,5 2.5 3.5 n/9 n/o 1 9 6 r✓ J 0/0 q/a 5 JFROM - .5 Va B JS J 7 °Ja °% o/a Va V.FROI'" " '• >140.0 TO 160.0 6.5 J.5 nJa 6 4 0/9 >140.0 TO 160,0 7 5.0 Ma >140.0 TOFRO160.0 8.5 5 4.5 )140.0 TO 160.0 D 3 n/0 4.5 n/a 6.5 7 n/o 4 3 0/0 5 J.5 Va 6.5 J.6 J 6.5 2.5 n/9 J.5 0/0 n/ 7.5 5 n/a n/a nja X110 4 J.5 n/ 5 3 0/9 5 0/0 n/a ala f4/0 "A )164.0 TO 184.0 8 J VA 4 IV. A >1000To 180.0 6.5 nj° q/a >/60.O�To 180.0 7.$ 4.5 4 >160.0 TTOM 190.0 7 nfa n/a 15 n/a a/a e 6 IvaJ.5 J n/0 4.S n/ n/a s J Zs 6 vi, n/0 86 n/0 n/a O j PRODUCTR8VI88D U FROM D 0 Al- 4 n/a V- 4.0 0l0 n/a 4.5 J nfa 4 q/a 0/9 Van/a AA n4enrop4InBwith the Flepidn )180,0 TO 200,0 D FROM FROM FROM padding Code W , A/a n/9 J.6 n/n n/a >1a0.0 TO 200.0 63 n/a n/a )180.0 TO 200,0 7 4 n/o >ia0.0 TO 200.0 5.5 n/o n/0 n/0 n/o n/0 Aoba9TanroNb O�q j D nf0 n/o 36 n/a njo 4.5 n/a 4.5 J Va J nja nfa afa r1/a nja BXfP SMR DRta ,�7C' MAXIMUM ANCHOR SPACINGS FOR TAPCON,MVO-SET p act a at _ 1APCONS OR CREPE-FLEX SS4 ARE VALID FOR 3 1/2• 1 EDGE DISTANCE FOR EDGE DTSTANCE LESS THAN J FRODUCT RHNmE21 1422,REDUCE ANCHOR SPACING BY MUWPVf1N0 C omplying with Xhe Florida SACWG GNEN ON SCHEDULE BT THE BELLOW pbRding CO& FACTORS,THE MINIMUM EDGE DISTANCE FOR CALK-IN CAL X ANCHORS IS 2 I/ THE MINIM XM N�=Hok cpA No AaaP�anu 0 DRTE: +F-2?-?O15 Rsp' inn LTxO [ £QR TAemu,_MR .QaT rLOOON6 OR CRtf �j - SS4..L4.+1"o.s..LllJ12:kT�B .at ic_iN Atlt!kf}RC Nw', r 191,4 ,/ F.B.C. ANCHOR LEGEND "g}' bkiL. C(4,C/ar^� Ex=NG E 0. FACR7R APCON OR 4A' lurrCo. (High Vabcily Hurricane Zone) J• .90 CRETE-naSS4 DWG No;01-•12 (RSI-06) 2 1/9' .73 s• .59 SHEET 7 OF 9 ' JALL WOOD MEMBE�CRAVIVY WRH THERECOMMENDED iNSTALLATiONS AT 'STRUCTURAL WOOD MEMBNWOO DESIGN D Ti1T EDITION,MINIMUMLpOFF0-2000 ai g g q —.•••_T•• SIOCCO STOCCO STOCCO `^tJ4'0`LAG 5CRE1Yu^' Y"O.C. ,r 1/4'0 IAA SCREWS o 0^O.C. t/4`e tA0 SCREWS @ 6'D.C. W,1 1 2"MIN.THREAD W/ 1 1/2`MIN.THRFAOFA itq 2`MIN.THREADED yl 4a: I• Y, D. TO EXISTING WOOD EMBEOM NT TO IXISIING _ EMBEDMENT TO EATING WOOD .y} HERDER, i HEADER HEAOER `E t 6 OR 21 12 m. / ri 11 g ♦,b III 11 • "r,,.;nIlli IIII 3 •. i�:•r+,�+• I I I� g�a 'xr z�'� III I I I •,, ,� I W � I �`•� ,EXI57iND HtN. (411 ! IXIMr� I II I I Jul Sn WOEX7NN. I 2k41$ WOOD 2"x9 2":0."WOOD I HEADER REQUIRED HER REQU2E0 EX5THEADER REQUIRED SS"GLASS FAD I CdAS3 I �j MIN,SEPARATION I I 1 I 13! GLns I 1/4D I I I I 1 I I I ( (SEE SCHEDULE I l + `d I MIN.SEFARATWN TO CLA43 1 l C Td I M1N.SEPARATDN TO CUSS I I I SEE SCHEDULE ON SHE[f 6 I I I ON SHEET B I 4 I t` SEE SCMEDIAk ON SHEET 5) 10 WALL CONNECTION AT TOP 12 WALL CONNEGTlQN AT TQP 15 R•7 WALL CQNNECTIQN AT TOP �WtiF j T.._ I I I VVA� jjJ/f EX45T1NG / I EXISTING I ( I ! CLASS I I GLASS 11 I & I MW.SEPARATION TO cuss t I �Lax3/a l i �o U ➢ I I 1 I 1 1 L (SEE SCHEDULE ON SHEET B I I G--- ,(SEE Syoc. i ja `~~ . •ns4�� MIN,5EPARARON TO GLASS MIN.SEPARATION TO GlA55 1 I I I EE SCHEDULE ON SHEET 6 I I I SEE SCHEDULE ON SHEET B I "'BBB is i I I I o .�_ I I ., ➢ 11 i IXCLSs li14 3J&, a i III MIN. III ➢ IIII I�I I IIII I�I TI ➢ �F a III IIII U Illi I1I i WALL ➢ WALL ➢ WALL ➢ FINISH ALTERNATE w 1pQ�4� ➢ FINISH J I I 1 I( ➢ FtNTSH I IIII ( - ANCHOR � '�� hr+��+iT.0 r4` •\ ,�.• ,s..., y,r t L LOCATION �° � „• JJIlI11� w' 5 m 6 OR 1 _ 14 i PRODUCTRP.VISRD 0 o I y, I m complylnow I d1c Ptaft .. TJ4'6-20 S.S.MS. EiuRdinB C.bdo til W/NIIT k WASHER a. 1/4'0 LAG SCREWS @ S'O.C. t/4'4 LAG SCREWS @ 6'O.C. @ 6"O.C.OR ji4X 3/4" AcaeplMae No –D •01 WA/1 1 2'LIN,THREADED ;>; W/I 1/2"MIN.THREADED 'yri` 5.5,S.D.S.O 0"O.C. 8xp1 Tori DafeO G .. FdIDEDM�NT TO EXISTING WOOD EMBEDMENT TO DUS TING WODD ;+i` 1/4"e LAG SCREWS @ S`O.C. 1!f =° STUD. STUD. 4ROXICTMNEVm a; b complying%M the Florida WJ 1 1 2"MIN,THREADED X D Cara I btdldiog Coot STUD, 7D E7OSRN0 WOAD j SfU6. AcoePtann:Nn / S LE• 'rm Ucic y�. (,�, EXLSTiNO NIH.27:4"STUDS EXISTING MW.2"x4'STUDSEX15RN0 MBI.2"x4'STUDS@ 16`O.C.MAX.REQro. DATE: 4-22-2015 W 10'O.C„FMX.REQ'D. 4 10'O.C.MAX.REQ'D. LgT' i,t- F.B.C. 11 WALL CONNECTION AT BOTTOM 1A WALL CONNECTION AT BOTTOM (High Velocity Hurclooria zone) 16 �O WAL(�cDNNECTION AT BATT �i J DING No:01-12 (RSI—06) I 7 SHEET 8 OF B f 1 f FA' RECOMMENDED INSTALLATIONS AT STRUCTURAL WOOD MEMBERS D MEMBERS SHALL COMPLIED WITH THE NATIONAL OFSICN SPECIFlG7gNS CURRENT MINIMUM OF STRUCTURAL GRADE Pel AND SPECIFIC SPAM OF 0.55 ' EDGE E (IF APPLICABLE) E(IF APPLICABLE) EDGE s (IF APPLICABLE OF APPLICABLE) EXISTING WOOD TRUSSES OR E%6TINC WWO Q RAFTER®24' TRUSSES OR ^�` Q O VR 4 O.C.REOUIRED 1 RAFTER1/2' D.C.RE UIRED EXISTING SOFFITEXISTING SOFFIT _I 3/4'Max.THK. 3/4'Max.TkK. 02M 114.31-V'0.0 MS. I O B'O.C.MAX 1'x4'xT/B'CONT.ALUM.TUBE O 0'0.C.MAX. 1x4",i/e I:ONf,ALUM.TUBE 1)14x3/4"S.M.S. I (6083-18 ALLOT)W/(21 4'0 (eaes-7e AUG w/(2)1�4'e EAC I LAG SCREWS TO EACH RAFTER OR 1 TRUSS.LOCATE LAO SCREWS AT I TRUSS.LOCATE LAO SCREWS AT 7 1111 MDVADTH OF lDRSRNC WOOD I MDWDTH OF EYJS71NG WOOD CXIS11N0 I ILII WIDTH MEMBER,(2'Min.NOMINAL 1 fill MEMBER, 2'lNn.NOMWAL CUSS�I 2'Min.PENETRATION EXCLASS61`1 �1 WDTH1 wf 2'Mln,PENETRATION OF FA11ED AREA.THIS GLA55 I 711 I III I ILII z INSTALLATION IS ONLY VALID FOR I I III I I I _ CF READEO AREA,THIS ILII 1 11 1 v I I INSTALLATION IS ONLY VALID FOR I MLN,SEPARATION I 1 I m I WOOD W/MIN.SPECIFIC GRAVITY I ISI I III WOOD.W MIN.SPECIFIC GRAVITY 70 CLASS I I I I OF 0.55. MIN.SEPARATION ILLI 1 1 r OF 0,60/ 1(SEE SCHEDULE I I I I SETO GLASS E SCHEDULE ICI I I ON SHEET 6 I I o I(ON SHEET 0) I I j j •1 I I I ODI CT RFNcV!<'.> . ,1 WmlpIYmR vrflh the Flxlo� ■ ' ��. I I p I I I Accepalee N� ^,I O D1 4& By a�� D �w 10 HOLLOW CEILING MOUNTING INSTALL erinnl @HOLLOW CEILING MOUNTING INSTALLATION I I I 1 1 g I MIN.SEPARATION I I I � I 1 �IfO��• I I Ei (SEE SCHlDULE I I � I I I I I � .�� I , MIN SEPARATION I I I I �+ EXISTING I I I I I j I j 19 1 j TO GLASS I I I 3 q CLASS I I n l I q j I I I 1 F I(SEE SCHEDULE I ON SHEET 0 8 m II11 III \ I MIN.SEPARATION I I I ��•� I I I I k 111 I L I I - I I I • �Q 4 *j IL L 1 6 ill, I ^ I TO Duss 3/8' I I I 1u1I1 1 ILL r(SEE SCHEDULE—I MIN. I 1 ON SHEET B) II III + n< 1 I I T 1 o I�, lumu��� y W0 IN DECK W/ 1 1 VIOOD DECK W/ WOOD DECK W/ 11111 11 1 MIN.SPECIFIC NLN,SPECIFIC / " 4x3/4'B.S. h MIN.6PECIFIC Z GRAVITY OF 0.55. 14x3 4'S.S.S.D.S. GRAVITY OF 0.55. . S.D.S.O 9'O.C. GRAVITY OF 0.55. I I EDGE OF 8 9'O.C. EDGE OF 1 MIN. DECK IF EDGE OF I III PRIHTUCTAHVISFA U APPIJCAEI DECK IF I 1 DECK IF I BUlidluIDBdo APPLICABLE MPLICABLE Da aomplYing wish Lha Flotido W 9EOCE OF AeoepuncoNo -0 .01� DECK IF iaDDpta /7 1 APPLICABLE I EDGE OF DECK x I D 1xf COBtraI IF APPLICABLER�a N. E OF E ALTERNATE APPLICABLE II I ANCHOR 1/4'0 LAO SCREWS®6'O.C.W/1 1/2' ALTERNATE SC E: I LOCATION MIN.THREADED EMBEDMENT TO EXISTING ANCHOR 1/4"P LAO SCREWS 0 B"D.C.W/1 1/2' 1/4'0 UW SCREWS O r D.C.W/ 1 1/2" PATE: 4-22-2015 I WOOD DECK. LOCATION WOOD THRFADED EMBEDMEFIT TU EXISTL 1 WOODBREADED EMBEDMENT TO IXISDNO F.B.C. f i 1 SILL & ADJUSTABLE FLOOR14 SILL & ADJUSTABLE FLOOR (High Velocity Hurricane zona) I MOUNTING INSTALLATION MOUNTING INSTALLATION O THRESHOLD FLOOR MOUNTING INSTALLATION, DWG N0:01-12 (Rs1—os) SHEET 9 OF 9 MIAMI- MIAMI-DADS COUNTY MIAMI-DADS PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES MER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE www.miamidade.goy/economy DAB Door Company,Inc. 12195 NW 981 Avenue Hialeah Gardens,YL 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 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 Mianiii-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 up to 914"Wide w/ Window Lite Option(DP+50.0,-60.0 PSF) APPROVAL DOCUMENT:Drawing No.01-09,titled"Sectional Garage Door",sheets I through 5 of 5, dated 02/01/2001,with last revision K dated 03/21/2016,prepared by A]-Farooq Corporation, signed and scaled 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:Large— LABELING:A permanent label with the manufacturer's name or logo,manufacturing address,model 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 a panel. 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. TERAmAuoN 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#15-0317.02 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. --:0330XyIII��� NOANo�wl6 CODate,:Au k Approval'Dafe lune 23,2016 Page I DAB Door Company,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS L Drawing No.01-09,titled"Sectional Garage Door",sheets 1 through 5 of 5,dated 02/01/2001,with last revision K dated 03/21/2016,prepared by Al-f�arooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS "Submitted tinder NOA#09-0128.04" 1. Test reports on 1)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 4)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a DAB 824 24 GA Sectional Garage Door with Fixed Windows,prepared by Hurricane Engineering& Testing,Inc,Test Reports No. RETI-082149A/B, dated 06/27/2008, signed and sealed by Candido F.Font,P.E. "Submitted under NOA#09-0128.04" 2. Test report of Tensile Test per ASTM E 8,Report No.HETI 084182,prepared by Hurricane Engineering & Testing, Inc., dated 12/23/2008, signed and sealed by Candido F. Font,P.E. I "Submitted under NOA # 01-0516.03" 3. Test report of large missile impact test per PA 201 and cyclic wind pressure test per PA 203 on"Sectional Residential Garage Door",prepared by Hurricane Engineering &Testing,Inc.,Report No. BETI 01-974A,dated 01/29/2001, signed and sealed by Hector M. Medina,P.E. 4. Test report of Uniform Static Air Pressure Test per PA 202 and Force Entry Resistance Test on"Sectional Residential Garage Door",prepared by Hurricane Engineering&Testing,Inc.,Report No.HETI 01-969, dated 01/18/2001,signed and sealed by Hector M.Medina,P.E. 5. 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. PO 61112 0 Carlos-M.Utrera,P.E. Product Control Examiner NOA No.16-0330.02 Expiration Date:August 9,2021 Approval Date:June 23,2016 E-1 DAB Door Company,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS "Submitted under NOA #14-0814.04" 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. "Submitted under NOA#09-0128.04" 2. Anchor verification calculations prepared by Al-Farooq Corporation,complying with F.B.0 2007,dated 12/19/2008,signed and sealed by H-umayoun Farooq,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 15-0915-08,issued to SABIC Innovative Plastics,for their Lexan Polycarbonate Sheet Products,approved on 12/10/2015 and expiring on 07/17/2018. 2. Notice of Acceptance No. 14-0311.08, issued to Insulfbarn,LLC,for their Insulfbam 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 01/11/2017. 4. Notice of Acceptance No.11-0926.06,issued to Dyplast Products,LLC,for their Dyplast ISO-Cl Polyisocyanurate Insulation,approved on 11/10/2011 and expiring on 01/11/2017. 5. Notice of Acceptance No.15-1203.04,issued to Cellofbam North America Inc,for their Expanded Polystyrene Block Insulation,approved on 03/17/2016 and expiring on 02/24/2021. "Submitted under NOA#05-0228.02 6. Test Report on Accelerated Weathering Using Xenon Arc Light Apparatus Test per ASTM G155 of"PVC 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 11129/2004 signed and sealed by I.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 I L.Doldan,P.E. F. STATEMENTS 1. Statement letter of code conformance to the 51 edition(2014)FBC and of no financial interest P.E.issued by Al-Farooq Corporation,dated 03/21/2016,signed and sealed by la*hmad,P,E it Carlos M.Utrera,P.E. Product Control Examiner NOA No.16-0330.02 Expiration Date:August 9,2021 Approval Date:June 23,2016 E-2 7-if2'X 3'X.071`MV.STEEL TOP FIXTURE 5-1/2°X 2-3/4"X 0.1' ENO"MV.LLER HINGE - _ STEEL PLATE WITH ONE 5/16-18 MS Wf NIA 4w' Wf(8)X14 x Sf&°SMS FASTENED TO END STILE WITH OPTIONAL DOOR VIEWER WITHOUT DELRON SLEEVE(SM l~� - ~ (6)#14 X 3/4'SELF DRILLING SCREWS TO BE INSTALLED AT WITH DELRON SLEEVE(OPTIONAL) r \t CENTER STILE 0 CENTER STILE u�m y`` I 0 0 t .F -q _ rYY t O O /AI I Iii 'y L7 W�!13.•s•�{,a: IG II 1 \t w a I O I ♦ r ♦ p�T 1 QO 4R I4 7-1 2"X 2-1J4"X 071` Lt @ GAL>{STEEL CENTER HINGE t Wf(4)#14 X 5/8'SMS B �^ , O Y \ \ WITH DELRON SLEEVE(OPTIONAL) B \\\ \ N Z 6 4�"I�PfyI \ _ 2/DOOR �� m o0 0o Q�Oig Fi - / 1"W X.15"TMK.LATCH STANDARD LOCK t SPRING LOADED SUDE BOLT(80TH SIDES) — - - a a FASTENED W/ 4 14 X 1J2'S.M.S, q rT S/8•MIN.LOCK ENGAGEMENT ice!M ,CONFORMS TO SECTION 1008 REGARDING GAIIAGT:•DCORS ( w - --______ - _ N W Tri �C3 _ Da ei DOOR HEIGHT CONSISTS OF Y \\ r 6a \y t Of 2 SEOn01S i8`2 SECTIONS 21' 158 GIA.GALV.AIRCRAFT TYPE r t r 1 OPnQNAL VENT L—A F 0 -" !SECTION 78' 3 SECTIONS 21• BLE&NICO–&REBS SLEEVE i� t Wf�MiN• 5 TO 7 SAFETY FACTOR 1 •1 `rr (3)5"WIDE AT 7°O.C.MAX OPTiOMAt Fi.USH FACE W LS Y 4 SECTIDNS 2i'- I I OPENING AREA NOT TO EXCEED WOOD GRAfN DESIGN In , Y-3' i m I YY [COLONIAL DESIGN I I „ 120 SD. IN. 5 SECTIONS 18`- 6"X 3"X 0.1, 1 ( i t !A '�"""�'` d Z 4 SECTIONS IB'!SECKON 2I STEEL PLATE t\41 0 Y \\ j O Y �e MA7G:760AR-WIDTM 8' 3 SECTIONS 18 2 SECTIONS 21 WITH(2)X14 X 5/8`SMS r i." `,94=:.` a-3 2 5 TIONS 18 3 SECTIONS 2!• - .Y - 8'-6' 1 SECTION 18' 4 SECTIONS 21" `BRACKET `BRACKET INSIDE ELEVATION a SECTIONS 11.- STD. LIFT DOOR LOW HEADROOM s' s sEanoNs 16'— DOOR OPTION RAISED PANEL EMBOSSED DOOR 1y a•-3' 8 SECTIONS IS' f$ECODN 21' a—s` 4 SECTIONS 10"2 SECTIONS 2f' 7-7JE'X 3-i j8'X.010` - c SECTIONS 18'3 SECTIONS 21` STEEL PLATE DhI3N DOOR$ INC t\- 0 W W t 2-SECTIONS t8 4 SECTIONS 21 CENTER STILE WITH(4)#14 X 3/4"SOS Humca Ie Moatar�Model 82A/81,- 10'-' 1 SECTION!a a SECTIO S 21 Max �ST2a-$ 4 )( 16' D ,I�(gtTr'r 10-4a SECTIONS 21"- OUTSIDE i)14 X 3/4"SELF ORILUNG SCREWS MAY BE USED - '_ m BECT)ONS 16"f SECTION 21' MAINDLE END OLE IN U. DF S74 X 6/8"SMS Wiih�Wirldow�l r#e}Op#i0n I _ .121212121 >•. O SSOnOI S IB"2 SECTIONS 21" 4---'- -=�• _ t 41-3 d SECTIONS i0 3 SECTIONS 2t' I I-8` 3 5Ec Ns 1 •4 SECTIONS 21 THIS PRODUCT IS RATED FOR LARGE MISSILE iMPACF DESIGN PRESSURE RATING = + ,SQ:O.;:P„SF, !1-& 2 SECTIONS!e 5 SECTIONS 21° LOCK BAR GUIDES60`0� 12' 1 SECTIONS 18”s SECTIONS 21- 20,S,.% 1" a INSTALLER ON ENO STILE --� '--- 121- 7 SECTIONS 21 - WTTN(4)#14 X 5/6"SMS r•ENERAL. NOTA PRODUCT RENEWED 12'-8' 6 sELTwNs te'2 SECTIONS 21• Q as COMP1,in with the FioHdo l2-9' a SECTIONS 18"3 SECTIONS 21' ST X.SW LOCK BAR 1. THIS PRODUCT HAS BEEN RESIGNED AND TESTED TO COMPLY WITH THE BuBding Godo ENGAGES IN TRACK REDUIREMTRNTS OF Tiff 261d(5TH EDITION)FLORIDA BUILDING CODE INCWDINC HOA-No. 16-0330.02 j !3' 4 SECTIONS 18`4 SECTIONS 21' 1 tI r 5 ,S ON EACH SIDE OF DDDR HIGH VELOCITY HURRICANE ZONE(FTYHZ). t h 2 sEGTIows fa•a sBCRONS 2+ Eslpirottan 0910912021 2 sECdCNS I8"6 SECTONS 2f' -OUTSIDE-KEYED-LOCK �nPTIONALl 2. ANCHORS SHALL BE AS LISTEp, SPACED AS SHOWN ON DETAILS. ,t�•�'!�r o 13-8 1 SECTION 16 7 SECTONS 21" -OU .E-: ut—_- ANCHOR EMBEDMENT TO BASE MATERIAL SMALL BE BEYOND WALL By •' GEN.Pg'••,• 14' a SECTIO 9 21 - LOCK BAR LOCKINO SHOWN DRESSING OR STUCCO. MLa ro uc CAntrol 1d'-3• b SECTIONS!0'3 SECTIONS 21• ALTERNATE TO SPRING LOADED SLIDE BOLT 3. ALL BOLTS,NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL 0542,.a�.kYl 14-8 S SEGTIOPIS ta•4 SECTIONS 27' LtX:tSS SHOWN ABOVE 4, ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN !4'-8' 4 BECKONS fa'S SECTIONS 21• THESE DETAILS ARE NOT PMT OF THIS APPROVAL -'9 I Ia' 3 SECTIONS 1a 8 SECTIONS 21 5, q LOAD RUR4nON WCREtSE L5 USED IN DESIGN OF ANCHORS INTO L!'IX1D ONLY. „ drawing no. 15'-3' 2 SECTIONS 16`7 SECTIONS 21` `�.c� _ 4 i f S'-6' 1 SECTION 16' 8 SECTIONS 21 DOOR TESTED IN ACCORDANCE WttH THE REOUIREMETtI9 OF FLORIDA C '•.� ',•,'�{90` 01-09 L 9 SECitONS 2t'- BUILDING COdE,TAS-202,TAS-20! k TAS-203 FOR MM2 AND rr r /I RfA t8' 8 BECKONS i8.4 SECTIONS 2s" ASTM E1886-Os ASTIr Elae6-Co. riTi T1 L1 t1 sheet T Of 5 , t 24 GA.STEEL PANEL o 3f16"ALUM RIVETS z o m s q D FLAPS BENT OVER PANEL d IL NT�^ ° 0 11NN 1/2"PUNCHED HOLESj Egg .024"STL.PANEL 4"O.C. a OUTSIDE OF 000 O qi N LLz � STEEL TRACK BRACKET FASTENED St?LID BRASS 004R VIEWER TO WOOD JAMB WITH BY 'SCHLAGE SECURITY HARDWARE' ( E 5(/16"X t-5/a"}LAG SCREW INSTALLED IN 9/16'DIA. HOLES IN CENTER STILE END SOLE w m ONLPER 9R�ACKDE7 POSITIONED AT EYE LEVEL O p i ANCQORS AT TRACK BRACKFJ Ij OPTIONAL STOP MOULDING A) 3/B'DLiyoWER.-BOLT BY'POwERs' La L� FOR CONNECTION OF WOOD BUCK BY DOOR INSTALLER - 2"MIN.EMBED INTO CONCRETE O '6 TO MASONRY SEE NOTE ON SKEET 4 1-7/8"MIN,EDGE DISTANCE tj � #14 X$/a"SMS 3Ja'x 2'X 2-1 j2"X 18 GA.SIM g g� C SIFEW By= ? z 8 PER HINGE ) O39"HI ENO STILE,CONNECT 6'PANELS WITH 07 W 1/2'X t-3j4"X.0.44'FORMED STEEL FLAPS AND 3fi6'ALUM RIVETS t-1/4"MIN,EMBED INTO CONCRETE OR FILLED BLOCK -•1 N o: SOUTHERN PINE GLUED TO PANEL AND SECURED TO SEE DETAIL ABOVE 1-3/8"MIN,EDGE DISTANCE INTO CONCRETE D.55 S.G. E.G p ST.:• END STILE WITFI 3/16 POP RIVETS 0 12"O.C. 4'MIN.EDGE DISTANCE INTO FILLED BLOCK - O 3 O vn •' 4 CONCRETE Tc-3000 PSI MIN. W , a'• 1-7/0'X 2-5/0'X .045'STEEL EDGE In " Ct7iYER STILE,OWED AND RIVETED DISTANCE G-S0 GROUT Ftt+Fn BLOCK I'm-2000 PSI MLN. i + + 1 TO PANEL W)(4)3/16'RIVETS lit C-1 m POP ftNE15 e" .,IE i fJ2"M1N. 4/4 X 1 0'E,M.S. iB CHOR TYPE A OR 8.9'X 2.10"X 3.3'X.102" PER BRACKET c g$g STEEL TRACK BRACKETSESEE SHEET 3 FOR BRACKET SPACING a SEE'SHEET 3 FOR1!7 1 + 1/4-20 SS BOLT&NUT c d m • s��� III2 7-1/2`X.071 GALV.STEEL - CENTER HINGE 7-1/2'X 3"X 071' `c •"C I 3 SECTION B-S END ROLLER HINGE i 7/16"PUSHNUT LLED ON ROLLER SHAFTINTERIOR SIDE 1.82"DIA %.50"STEEL ROLLERS{STD,) PRODUCT RENEWED 1.B2"VIA.X SO"NYLON ROLLERS(ONAL} as temple with the Florida(STANDARD) 2.75"DIA. X.50"STEEL ROLLERS OFTIONAL Raing Coda m AIM�� -1/2'(OPTIONAL) 2.75"D1A.X.SO'NYLON ROLLERS OPTIONAL HOA-No. 1"330.02 - FASTENED TO IttHCK PLATES Wf 1/4-20 X 5/8"TRUSS H0. WITH 9'STEN Expiration 08/0912021 ti 5L0 0 MS.&LOCK NUT oy s OF drowTng rta. mia product Contra$ ^moi, ev1 ..''"CS�� p�—09 � III,AI rrl111111\ sheat Of ! ) , Ijl r ` POP RIVETS 5/16`X 1-5/8"LAG SCREWS INTO WOOD OR HORIZ.TRACK SUPPORT SP2T2X1 TO HORIZ,TRACK 2 X WELDED X 1f8"HDRIZ.ANGLE 2-3/4'X 5-1f2"X 3"X.104" 5/16"SLEEVE ANCHORS CENTER SUPPORT REDD.ON DOORS [� CATV.STEEL WITH TWO WELDS AT 1-1/2'APART T TOP ROLLER BRACKET ON EACH SIDE WITH }-1/4'EMBED INTO MASONRY IX EEDING 8 tT.!N HEIGHT FIRST AT 3'O,C. FASTENED W/(6)/j 14 X 5/e"S;M.S. _ 3 PER BRACKET p-.-. REST AT 8'O.C, f CONNECTED TO FLAB BPACKET ANGi.£ 090 THK.GALV.STEEL ADJUSTABLE W/3/8-T6 X 3j4'BOLT&NUT g SLIDE FASTENED TO BRACKET 2-1/2'X 4-1/4°X 13 GA.STEEL PLATES AND TO SPRINGAFT GUIDE WITH 0� cb W/5/16-18%314"HEX HEAD WELDED TO 1-1/Y X 1-t FASTENED T.TRACK - -:__7/,'-' -_ A+.� (2)1/4-20 X 5/8'BOLT&NUT 1" M.SCREWS&NUfS. �e] TOP B AC ET - WITH (4) 1/4-20 55,BOLT&NUTS -- ,'-' 7RACK LENGTH r=OPENING HEIGHT PLUS 12" Q a �4 IOP BRACKET Q�"G LOW HEADROOM VERTICAL TRACK IA 14 GA.GALV.STEEL TRACK 2-1/8"X r'X.080' p HORIZONTAL REINFORCEMENT SECTION A-A If2"X 1-3/4'X.059'FORMED S(EEl +L 0 2'X5-1 fz'X.104' 0 p vt VERTICAL OSTILES WITH FASTENED TO ay�Y a (z)3/1B'POP RNETS FASTENED w/!+)d r4 X 6 8 sM.s {�Q TOP uOR BRACKET FOR LOW HEADROOM DOOR OPTION DOOR • SECTION HEIGHTS BRACKET PLACEMENTS Z HORIZONTAL REINFORCEMENT HEIGHT 1ST 2ND 3RD 4TH 5TH B1 02 83 84 B5 B6 B7 B8 y g 1/2'X 1-3/4"%.U58'FORMED STEEL 6'-0' 18"18" 18"18"N/A 1"Tn 2'1i-3 4 23' 34" 45' 56" +Q u! CLUED TO PANEL AND FASTENED TO /" 67- VERTICAL STILES WITH 6'-6' 21"18° 18"N N/A 1"TO 2"11-3/4 23" 34" 45" (2)3/18'POP RIVETS T-0' 21' N/A t45"5/16'MEETING RIB 7-6' 18"18" 18" 18"1"TO 2"11-3 4 23° 34" 45' 78-1/4- 18'-0- 121-118-118'118'121'11"TO 2'11-3/4' 23' 34" 45" 58" 87" 78-1 4" 1.82'DIA. X.50"ROLLERS "-SECTIONS ARE NUMBERED STARTING AT THE BOTTOM m W/.4+OTA.X 4-1/4'STEM FOR DOORS MORE THAN 8 FT. HIGH.USE ADDITIONAL TRACK BRACKETS AT 10'O.C, o 19 OPTIONAL INSULATIONS: 'z M BY'DYPLA;T PRODUCTS L C' $ m EPS-EKPANOED POLYSTYRENE a o DENSITY- 1.05 PCF m m 2STEEL.8RACKH BRACKETS Z " ._ N.OA#11-0926,07 tJ 150-25 POLY-ISOCYANURATE CONNECTED TO TRACK WITH (/) m a I z DENSITY=2.0 PCF ) 1/4"BOLTS&NUTS. 2 tL" N.OA 011-0926.06 m 0 V' In o. By'c I IOFOAM NORTH AMICK In �vy g DENSITY- 1.03 PCF cn Ci H.O.A.#15-1203.04 OR Ops R1''IN�JI�FL SAM I l f:' pEN511Y 0.92 PCF � C� • N.O.A.$14-0311.08 j 14 LE GALV.STEEL ROLLER HINGES FASTENER m W/(4)014%5/8"SMS m ' o I DRAWING ROLL FORMED STEEL PANEL $ DRAWING OUAIJTYSTRENGTH C-44 MIN,YIELD STRENGTH E 34 KSI WITH POLYSTER PRIMERINNTTE°D TOP�COOA7 TRACK CONFIGU�?ATTON $ Y APPLIED TO BOTH SIDES OF STEEL m cmc-_- L d VERTICAL OF f HIGH LIFT STANDARD UFT LOW HEADROOM -c o- �" ro DOUBLE TRACK > o _ AVAI AB ACK OPTIONS 12 GA.GALV.STEEL 80TT4} BRACKET FASTENED 1 r r S /�W/(4}Gra%6/e'SMS _ PRODUCT T RENEYYEp &; as com 1yTnQ with the Florida B I { Building Cotio 0 SBOTTOM SEAL EE SHEET 4 OPTIONS NOA-No. 16-0330.02 0'70692 tilt*„ 11"Ifat!o to 08/0912021 !!! BY ' p OF drowing no. ! SECTION A-A Miam a 0Productcontrol �'�e$����......A�G,� 01"Qg i{ /r r 11111 t1 Sheat .3 D{ tlN REINFORCEMENT Rroz(05 ! Q8 X I' 4AI M D STEEL•X.058'SELF DRILLING SCREWS 1-712"MIN. OR FJF DRILLING SCREWS'E DIST. f m 3/16''RIVE%'STEEL.RIVETS R MULTiGRIP WJ DOME HEAD 0 116"'RIVER'STEEL RIVETS>a AT 48'O.C. ULTICRIP W/DOME HEAD i t REINFORCEMENT 48'O.C. Q 4/2'X 1-3/4'X 1'4 'pMw 1A0x5CRBW *,� OIA,47AO7SCRE�MS FOR STEEL y WOOD BU i ,'�,ATs6. fROMItENDS," WOOD B I ..`AT 8 EOhibENi1S^f�/ �:./ 0 iY (v-•AND`19 O.C.MAX.�'-�V 0 g U1 p YYSTRiP ADAPTER Gm - ' AUIMINUM STEST' ADAPTER RUBBER VWfMIPPINO C #WSTRIpPING rqg }-- 050 4 ,700 .040 .348 ,J in 3 �! 4�at� � Ew---�•1.73D L790� BOTTOM SEAL OPTIONS OPTION 'A' OPTION 'B' WOO�GK CONNECTION•TO WOOOnSRlBSTRATE (INGOT SPECIFIC GRAYtiY 54��55?AlN.� o �M, ME INSTALLATION METHODS SHOW.ASOVE'SHOt'!8 2XB SYP WOOD BUCK ATTACHMENT M TO WOOD STRUCTURES.IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONSJDESIGN 0WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD,INSTALLATION MAY BE 3 —A HLC NCHOR SPACING VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. ANCHORS STRUCTURE EMBED SPACING EDGE DIST. 8° BY Z e SLEEVE HILT CONC. 7- 4 B' 1 1 8 m w 3 8`HLC SLEEVE BY'HILTT FILLED BLOCK 1-7 +' • U)rn t 3/8"DYNABOLT BY ITW CONC. -1 2 $` 2 O m Q 3/8-OYNABOLT BY'TW' FILLED BLOCK i-/ 2 $' 2-t i CS 5/16-LAG SCREWS MUST SUIEL PPORTRTHELOADS IMPOSED OTHERS 348 POWER-BOLT BY POW CONC. 2' _ i-7 8 � p z v� AT 12'D.C. BY DOOR SYSTEM 8 SLEEVE-ALL BY IMPSONS CONC. 1-1 2 i-]8' Uy 01 `✓ CONCRETE fe+SOOD PSI MIN. ` 5/16'DIA.BOLTS C-90 GROUT FILLED BLOCK fm-2000 PSf ON. T W OD euCK CONNECTION-70-MA�kfNRx� WITH WASHER k NUT !2'a.C.MAX. EDGE DIST. Re"55UAf TREATED 2X6 SYP WOOD JAMB WHICH SHALL Be ANCHORED'T4 {'• e .GROUTED REINFORCED MA50NRY BLGCK,,WALL ORICONC'A.COLUMNAWITH y. { 3M ttpxx 114 ULT;atCON$1' EtCd'WRH SPAC?hYi OF•..,,r,,;y„A/� .• g G 115-O.C.INTO 3000 PS DtOCRDE'f 4 3/H4 A7lN4eON..EMBED f 2 112 MIN.EDGE DISTANCE { i-1 4"X 2-1/2"% fd GA pt Cj�,, 1-1/2° 1-1/2" CC NY STEEL ANOLE ' 1-1/2• E 1JA TAPPER" 'POWERS'WGH SPACING OF o 14'C.C.INTO CROUT FILLED BLOCK WALL,WWfTfHF{ 1-1/2'MIN.EMBED 12 GA.GALY.STEEL v f$ 16°O.C.INi0 1000 P51 CONCRETE,WITH 1-3/4'MIN EMBED t J fTAi BRACKETS t3'GONG .2-1 1.STEEL TW OK GA. v x 3'MIN,?EDGE 016TANCE /T6'X z-t 2 flU.ET WELDS AT 12"O.C.IN DOOR OPNO FASTENED TO TRACK PLATES AT 12'O.C.MAX. AT 18"O.C.ABOVE'OR OPNC. /() J / 3/8°CONFLE%BY'ELCO'OR CONNECTED TO CONT.ANGLE W 2 t 4-20X508"TRUSS HD. 318°LOT BY'RW'WITH SPACING OF S 0 S. do L CK NUT ., 24'O.C.INTO 3000 PSI CONCRETE,WITH 2-1/2'MIN,EMBED W/(3)SPOT WELDS AT EACH SIDE -,3 2"MIN.EDGE DISTANCE CONEUS x INGLF REVERSE TRACK C,Oh:.NitDUc A4GL,E, d„�,u 318"HLC SLEEVE BY'HILT'WITH SPACING OF JO WOOD BUCK ' j cel TO CONCRETE AND MI�t7CK •S a a 8"D.C.INTO GROUT FILLED BLOCK WALL,WITH 1-1/4-MIN.EMBED,4'MIN.EDGE DIST. t8'O•C.INTO 3000 PSI CONCRETE,WITH 1-1/4"MIN.EMBED AND 2-1/2'ON.EDGE DISTANCE ALTERNATE TRACK INSTAL TION tit �g PREP—A ION_OF JAMBS RY MER PRODUCTRENEWED FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY P eomUCy�Tg with rho Florida ` ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED as conB Cotla FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS VM NO ENGINEER OF NOA-tio.Fry DOOR SYSTEM. 16-0330.02 ;' LS'; M .9 ' RECORD,DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY Expiration to 00(0812021 BUILDING OFFICIAL UPON INSPECTION. Exp - drawing no. MAXIMUM EXTERIOR(+)LOAD PER JAMB-(9.33'X 50 PSF)/2-233.3 Lbs per Ft Mtam P uM Contro{ r'�"M$"••�F..�1. OF ` L•^I r Jv9 MAXIMUM INTERIOR(-)LOAD PER JAMS=(9.33'X 60 PSF)/2=279.9 Lbs per Ft SAOjdA,,,'C"� Y If-tiit7t� sheet$Of 5 I PLASTIC COMPLIES FBC WITH 'a" r--r.250 DOOR PANEL CHAPTER 26 OF 24 GA. (.024)STM MIN. SEE EVIDENCE PAGE Z P 1� 0 . L F. 7eS 1.726 g G 7/16'CIA.WASHER 44 o 0 ga-9 1.1 IL )i8 x 31e 0 SMS 21 31,r 1— 0 3/!�FROM ENDS al� IN AND 7 O.C.MAI(. WAIDITH EXTERIOR FRAM INTERIOR FRAM 0 t- RIGID PVC ONE PIECE INJECTION IRIGID PVC ONE PIECE INJECTION <Lu (4)#8 X 3/4'SMS MAX. 0 1-3/8'FROM ENDS 14Z O.C.MAX. DA-0. AND 6-1/2 A lilt A75 X A62 DEEP GROOVE IZI cO Illi o E 1/4' NATE UD(AN r ef,SASIC POLYCARtNNOVOOATNC PLASTICS` uj it NOA#15-09115.08 G. A :itt C Z Elu 0a ED 1= 6 20 . 0 z II Itul) ,lit v) 2-0 EEI El �-.Ijlj 173 X 062 DEEP CROWE 01 ItiNSIQE ELEVATIO r (4) 98 X 3/4-sus @ 1-3/8;FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS 6 AND 6-1/2'D.C.MAX WINDOW UTES CAN BE IN ANY LOCATION IN DOOR SECTION 08 X 3/4-SMS 175 X.062 DEEP AND 41/18;r FROM EKNWDS GROOVE 18 X 3/4-SMS 0 3/8'FROM ENDS -i AND 7*O.C.MAX. v A, PRODUCT RENEWED -7= 7/16-VA WASHER as=mp Colo �todift the Marldn 1"330.02 NO"m 92 DOOR PANEL 024)STEEL MIN.- EXTERIOR Exp1ruffe;0 08/09/2021 By DOOR PAM 24 Ok 15/16*MIN. O.L.OPO. 4TE OF drawing no. iYs 24"(.024)STEEL MIN. rl AZING RITE raluml-load?Product Control 01-09 ENDOW WIDTH VAL ;I sheet 5 of 5 et "�a_ dgf +. v �, 'Fh T r )s, ! Xi;i v u; t3tt{. �,.. •5y y`I,r t, x"rb. ,.z .M^'#' �'sTC�i as 4�iC1��y''��b �t�clfA*,'� F��n. z�.?'?� �: ...#�'u#!# ,� .. -. _:.3 .t'. ,..>del.�t:p�ti;x. f i ;��'ti_ ��'��.3:,4�t. � ..x. t�•tiedi � ,�A4�3 13415 Home Log In alga Aegktration Hot Toplcc Submit Surcharge Stats i1 FaCts Publications ` FBC Staff BCiS Site Map units Search I* Product Approval USER:Public user r EfQ(/ULt ADDfdyal M26Q 7 P[QdUct Of ADDOCatlOn Search>Application List i �rL F�7't ?�J,F 7}r{'�rj'4%y}f+liT Sr }tttt frearch ZriterFa -;.�X .•t " efine-Search 'c5tt4., f' C ode Version 2014 FL# 5891.2 , ALL Product Manufacturer ALL /.pplication Type sk'�r ,�^�S. Categary ALL Subcategory ALL s�i+�!ti�f L Application Status ALL Compliance Method ALL r? r 4rr. a;•t :yr C'uailty Assurance Entity ALL Quality Assurance Entity Contract Expired ALL ;M1 P N w+� s�r Product Model,Number or Name ALL Product Description ALL x i`� •+vPPN' Approved for use in HVHZ ALL Approved for use outside HVHZ ALL K,� hr ;g@ ^' g Pressure ALL Impact Resistant ALL Design n �h � 1wyy�,i C)ther ALL Rosults AdI-o�IlcBlttodY� -------- :r F �Nitanufatturer+ P'� ' a }L1. 9]_ Revision Thermo Tru Corporation Ryan J.King, Approved RS FL#:FLS891,2 P.E, I j Sit{4! n }f+?g� l tNodel:b."SmoothStar" (813) 767- t; p-,;X S t` >' I Jistou ! ' description:6'8"Impact"Opaque Fiberglass Single Door{K)Inswing or #65-55 Outswing Configuration i Category,Exterior Doors 3! Y 1 Subcategory:Swinging Exterior Door Assemblies *Approved by DBPrt,approvals by DBPR shall be reviewed and ratified by the POC and/or the commission If necessary. 7601 BIAIr 5,tpfl nod 'D9UdbaSS-„>Ft 73�a1pBane:8sQ-AB7-1-�74. {a Arne,'F1'v''rNt"nt�t r.9 The State of Florida Is an AAf EEa employer,QQyndht 207-2013 Statc,_Qf Florkta ::Pr(vacy 5Ltement::8 ^�s:blfiS�ly Steterdent::Reftidd Statement Under Florida taw,email addresses are public remrds.If you da not want your e-mail address released In response to a public-mcords 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 850.407.1395.*Pursuant to section �'� 'st'"'}� �}'•T .^K`4„:r 455.275(1),Florida statutes.effective October 2.2412,licenseeslicensed trader chapter 455,Es.must provide the oepartment with an email address if they have •_yt `;�, i r"��aw.}.t`ri'i'.„ � orie.The emalls provided may be used for official communication with the.licensee.However email addresses are public remrd.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.Th determine If you are a licensee under Chapter 455,FS., please crick here 4 :'' ProductAPP royal Accepts, Sri �, •rs 'SecurityMetrics Credit Card Safe- THERMAITRU37.59"MAX.a.A. FRAME WIDTH 'T"H E R M A TRU DOORS 36.�..nawc. � " �•'' �'�,�•�` I'18 INDUSTRIAL OR., EDGERTON, OH 4351'/ �PANEL WlOTH-�� , rrrtiliii111``` b g 3'011 x 618,E t a "SMOOTH STAR" FIBERGLASS SINGLE DOOR i Uo INSWING/OUTSWING g A_ "IMPACT" all" Cr C < w GENERAL NOTES < Q a l Q� �ya This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Butding S Code(FBC)structural requirements excluding the"High Velocity Hurricane Zone"1HVHZt. l ( I 2. Product anchors shot!be as listed and spaced as shown on details.Anchor embedment to base 1 f material shall be beyond wall dressing or stucco. 3. When used in areas requiriing wind home debris protection this product complies with Section 1609.1.2 of the FBC and does not require an Impact resistant covering.flys product meets missile ,n level'V and excludes Wind Zone 4 as defined in ASTM E1996 and Section 16Q4.1.2.2 of the FBC. f o �t iE N 4. For 2x stud framing construction,anchoring of these units shall be the some as that shown for 2x buck masonry construction. g 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 111 a y� n TABLE Of CQNIEMS _ ��`, SHEETM 08MMON G3VE<+4l! t}Si6NtkESttlRE(iaSi7r 1 Typical eieva design prestures S general nates St/11htf3 iFRAl41E. 2 Door parcel detces w'z OfM +G'rAiiVE r„m 4 3 Ha¢ontal crass sections _ 5 xxc: F?.T.S: a Venrcal cross secitons SWING 37.54"x 82.14" +67,0 1 •67.0 ` urn.St Ai c 5 Buck and frame anchoring-2X Duck masonry construction 2 E. Frame onch^n%-.!X h••k^ ^ry c cr3. OUTSWlNG 37.54"x64.64" +67.0 -67.4 _6 wwu No.:LFA c 7 Bill et mteSats&Comiwnents Fr.-589 7.2 c°a <wn 1 CF 7 e r- R1glen2slThtrma Tu MMANENT\Podda F4odm2 ApprowkiFL5J39Ttdrav<ings\CamntVFlr584tdw,ry,2.7 e 9 $., Hro �m V a H H N 7T1 oA- m N A `,tttt{tNittJ/lj�' cl If z � � k Q 1'RODUC7: ooeum.na Pnpone�; i �. XI"TNERMA—TRtJ Lyndon F.Sch-lati1 Fl9FRGlASS 000RP.E, t4o. 43409 'q��' z N o [e -.! �+ 2 Y 28 T5 UPDATE TO STU ED. 20t4 F8C LFS PART OR ASSEMBLY: �]�r BUILDItid CONSULTMfi3t�I�C.tt i7 A in p 1 6 T1 f2 AEVlSED id 2010 F6d J!f YY P.U. Sox 230,Vafrteo, FL 33595 ' NO DATE BY DOOR PANFt. OFTAtLS Phono No.: et3.659.9197 _ REVISIONS FMIC C.A.No. 9x23 fi)zdaa a.w.du,u,.«o L7n«on,.Tw.nm,mc. RAClivnU\7ftCrMm,Tms PEqMANENr%FFDIda PrOd-OAPPFUPZMM'589I1[hBWk9L\CurrentAFL-5891dog,3,2 4 X A no x m A w�-- " �C� m .my :10 0 0 FAA=% UJ 1m ;R 0 4 rn m ;v M 0 0 n.No n CA 8, 9-:0 PRDDUCl. B—w Prp-.d THERMA—TRU Lyndon F. Sebrntdi FIBERGLASS DOOR PA. No. 43409 Cb 1 15 UPDATE in .. 2 5TH ED. 2Q14 IBC LFS PART OR ASSEMBLY: in 611 2REWSEDTO2D10.F8G.__ HORIZONTAL P.O. so.230.Valffoo, FL 33595 NO DATE I tjY CROS.1; SECTION No.- 813.659.9197 REVISIONS I FBPE C�% He. 9813 (D onop R.w. RNCSen"emn.Tm pERWVEMlgoddn Prod'MAp�'owMFL.SM1Dm%ings\C m l\FL-5991.dwg.4.2 � m z g 'o- rn as air 3ra e n D ha] nib �A o0 o° + f71 9 Q m W V 410 F Q n r N ! 70 ZZ ° 7C I-I pr MIN. EMS.(Trp.) m r O $ Q f V6 m � jo Fn OZZm ° m ti po s C A ar " �0 Q a n r � r nn � � KI . " m EMB. Na 43409 M t7 g ;S g PRDnucT: onmim.Ma F+.,�t� — �. •o4leeer TNERMA—TRU Lyndon F.Schmidt !�iw o-''a!RAM `��•'� FIRERC[ASS DOOR P.E. No. 3140A lftl+ ft�a�,`a` UPDATE TO 57H E0. 2014 FBC LFS PART OR A54EM8kt: BUILDING f70lISiJt.TAMS,la�. 1 6 i I t2 REWSED TO 2010 FBG Jx P.Q. Ftox 230, VokW%,o, F1 3'.S.!'95 rn NO DATE BY VERMAL CROSS SF.TONS RW Phon- No.:8F3:639.9197 REVFST—ONS FSPE CA No. 4813 0 Annn n.w.HVILO1Nn Gn"R.Lr^-(r+c, ���iiiii •� t',`��i ter— b" r >q°i MASONRY __ter/HEAD& a MASONRY OPENING JAMBS OPENING m { FRAME G f/ TYP,HEAD& k JAMBS 2X EUCK O 2X BUCK Q � N �jt Ir 4 C mm 2 t , N BUCK ANCHORING STRIKE JAAM FRAME ANCHORING HINGE JAMB +o 0 MasontY2Xbuekconstfvefion S to CONCRETE ANCHOR NOTES; Q�O a 1.Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to motorjoints, { 2.Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to rnoinfoin the min.edge distance to mortar joints,additional concrete anchors may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. g `2= p 0 S. Concrete cnchortoble: 28 K E MIN:;GLEARANCE MINI CLEARANCE ANCHOtt. ANCHOR:;.: ,:'MIN. 10 :.. TCJ;MASGNkY: :iO:iIDIAGENf .,;.StZf`':.. EAfi6EDMEM. 15--*:--::: .::.:.::ANCiiOR7::, : t0 z n 27 K ra+xc 4/2.3/081TW ; TAPCONc t-t/d° Z" d" I I sc11C: W.T.S. ELCO ?14" t-11C 1" Y` DWG, AL m' �utseCnu� 1 �� pro.BY: LFS s, WOOD SCREW INSTALLATION NOTES: 1.Mofntcin a mtnfmum 5/8"edge distance,1"end distance,8 T"o,c.spacing HINGE WAR LATCH s bUDAOLT DETAIL FL-5697,2— of L-588i.2of wood screws to Arevent the spliMina of wood. sr¢cr = Cr 7 w Q It tiff fit a M MASONRY $ ti OPENING f I+; t c° —7- f G c a FRAME TYP.HEAD& 27 G J ma T— ti JAMES �' w j y IXBUCK-, ' &z � c N `1 = LATCH 6 DEADBDLTDETAIL E !2 rdo 1 v o b � s STRIKE JAMB FRAME ANCHORING HINGE JAMB N� Z g Mosom IX buck canftcfton w o o CONCRETE ANCHOR NATES: y n 1,Concrete anchor locotfons at the comers may be adjusted to maintain In. a a edge distance to mortar joints. y 2.Concrete anchor locations noted as MAX.ON CENTER"must be adjusted to $ mointoin the min.edge distance to mortcrjoints,oddifional concrete anchors 9 ' i may be required to ensure the MAX.ON CENTER"dimension ore not exceeded, N S. Concrete anchor table; w 'ANL NOtt. ANCHOR hr{tN'':',"' MINr'CWA4ANGE 'MLN.CtEARANGB: 10 `��` o TO AdONRY 'ADJAGENF �V?E:;'•:':. StIE,r ,EMBEDMENT TO ''`. . . , tAtW 0 SIA" 1.114" 2" 4" 1 1 (1 _ DATE: 4/2 3 u TAPGQNe, 3/11" 1.114" i g I i•IJ2" awc,�r. AL 6 I WOOD SCREW MSTALLAW NOTES: J HINGE DETAIL cwx.e''` g I.M,ointotn a minimum 5!&"edge distance,i"end distance.&1"o.c.spacing °R`"t 58 t a of wood screws to prevent the splitting of wood. e asr EEr b c� ? C slti OF MATERIALS I'M DESCRIPTION MATERIAL Zb A 1X BUCK SG>=0.55 WOOD i 8 2X BUCK SG>=0.55 WOOD C MAX.i id"SHIM SPACE WOOD D 1/d"X 2.3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 4 ''�iPi E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE QQo 301 OR HOLLOW BLOCK.CONFORMING TO ASTM C90 G 3/16"X3-1/4"PFHIiW CONCRETE SCREW STEEL o .,i236 _ k � H I 1/4"x 3-1/4"PFH ITW CONCRETE SCREW STEEL J 1/4"X 3-314"PFH ITW CONCRETE SCREW STEEL 'm a K M8 X 2117'PFH WOOD SCREW STEEL I4 20 dam SIDE c L #10X2"PFH WOOD SCREW STEEL °Z 7 SHORT REACH COMPRESSION WEATHERSTRIP FOAM jq 8 LONG REACH COMPRESSION WEATHERSTRIP FOAM a. 9 d"X 4"HINGE.097 THK. STEEL 10 #10 X 3/d"PFH WOOD SCREW STEEL T7 KWIKSETSIGNATURE SERIES PASSAGE LOCK STEEL r 18 LOW PROFILE OUTSWING BUMP FACE THRESHOLD ALUM./WOOD 2.2D'--i 19 HEADER JAMB PiNE.S.G.>=0.42 WOOD 20 SIDE JAMB FINE.S.G.>=0.42 WOOD 5 m e �J :t 21 KWIKSET SIGNATURE SERIES 780 DEADBOLT STEEL o� 27 LATCH STRIKE PLATE STEEL. 28 DEADBOLT PLATE STEEL 32 DOOR BOTTOM SWEEP PVC of 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. tR LOW PkOFI[E 0!)SWING @RUMP FACE a I a 40 FIBERGLASS DOOR PANEL-SMOOTH STAR 5 x 41 SS DOOR SKIN.070"MIN.THK,FIBERGLASS BY SMC S THERMA•TRU WITH YIELD STRENGTH FY(MIN.)=6,000 FSI Q 42 TOP RAIL COMPOSITE E! 43 LATCH OLE LVL WOOD N 44 HINGE STILE WOOD � w 45 BOTTOM RAIL COMPOSITE 4 46 POLYURETHANE FOAM CORE-1.9 LBS,DENSITY FOAM 5.7F_ q y 7 LOCK BLOCK REINFORCEMENT WOOD NOTE:WOOD/LVL COMPONENTS(PINE.SG>-0.42) I Re r /�SEif ADJUSI/NG SADDiE TNREJHOID "'�z `08 i 3^x stu.e _N.T.S. 5 owc. Y: AL m r 4 oaK.eT: RFS 3 FL-5891.2 G C t