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HomeMy WebLinkAboutProduct Approval MIAT LI-E 4DE ML4MI DARE COUNTY PRODUCT CONTROL.SECTION DEPAR TM NT OF REGULATORY AND ECO O CES( 11805 SW 26 Street,ROOIII 208 BOAl2I AI\ >CODE ADMINISTRATION DIVIS N Miami,Florida 33175-2474 15-2590 F(786)315-2599 NOTIC � OF ACCEPTANCE (NOA)_ _ R iamidade. ov/econom Rolling;ski Id,Inc. 987514.W79"Avenue APR 0 6 2018 Hiialea i G Lrdens,Florida 33016 SCOPE.. ST, lt5'*Cownry, Permitting This N1)A s being issued under the applicable rules and regulations governing the use of construction materials. "The do tum ,ntation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to 1 e 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 vfiami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this pro duc or material tested for quality assurance purposes. If this product or material fails to perform in the accepto I in neer, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or uspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acc spu ice, if it is determined by Miami-Dade County Product Control Section that this product or material fails to i nee the requirements of the applicable building code. This prc duc is approved as described herein,and has been designed to comply with the High Velocity Hurricane Zone of the :lorida Building Code. DESCI;IP' `ION: "RS-1 High Velocity "Aluminum Accordion Shutter System APPROVi L DOCUMENT: Drawing No, 01-12(RS 1-06),titled "RS-I High Velocity Shutter System",sheets 1 through 9 o� 9,&2A of 9,prepared by V.M.Engineering, last revision#1 dated September 19,2017, signed and sealed b.�N ►rgan Villanueva,P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice c f A ceptance number and the expiration date by the Miami-Dade County Product Control Section. MISSILE MPACT RATING: ]targe and Small Missile Impact Resistant LABEI.IN! Each unit shall bear a permanent label with the manufacturer's name or logo,city, state, the following st tement: "Miami-Dade CountyProduct Control Approved",and NOA number, per TAS201,TAS-202, and TA:-20 unless otherwise noted herein. RENEN VAI :of this NOA shall be considered after a renewal application has been filed and there has been no change i i th applicable building code negatively affecting the performance of this product. TERM]NA CION of this NOA will occur after the expiration date or if there has been a revision or change in the material!, uE :,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for ales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section i (this NOA shall be cause for termination and removal of NOA. ADVEF.TL EMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expo atic i date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be donei n it entirety. INSPE(Th IN: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall'be i.vai able for inspection at the job site at the request of the Building Official. This NO.%in vises NOA#16-0725.01 and consists of this page 1,evidence submitted pages E-1,E-2, E-3,E-4& E-5 as w-111, ;approval document mentioned above. The subs iitti i documentation was reviewed by Helmy A.Makar,P.E.,M.S. 1S �� d�ljl�' NOA No. 17-0925.07 rt aDE COtJNn Expiration Date:01/19/2022 02�/ �� Approval Date:02/15/2018 Page 1 i Ro M ishtield,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL ## 06-0822.03 A. DRAWINGS 1. Drawing ATo. 06-003RS1, titled "RS-1 High Velocity Shutter System ", sheets 1 through 9 of 9,prepared by b'. M. Engineering, dated July 05, 2006, last revision #11 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. IF. STATEMENTS 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. '. Acknowledgment letter by Rollingshield, Inc., dated October 27, 2006, signed by Jose Delgado. 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). Acceptance Letter issued to A& Jose Delgado on December 10, 2006 and returned signed by Mr. Jose Delgado on December 11, 2006, indicating to please issue the proposed Notice ofAcceptance as submitted and reviewed. 2. ;VIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 007-0206.03 A. )RAWINGS !. Drawing No. 06-003RS1, titled "RS-1 High Velocity Shutter System", sheets 1 thru. 9 of*9, & 2A of 9,prepared by V. M Engineering. dated 07105/2006, last revision 92 dated 11/10/2006, signed and sealed by Morgan Villanueva, P.E. on 02/02/07. elmy A.Makar,P.E.,M.S. Product Control Section Supervisor NOA No.17-0925.07 Expiration Date:01/19/2022 Appraval Date:02/15/2018 E-1 Rollin ;shield,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS 1. See Association's generic approval under 06-23 72. C. CALCULATIONS: 1. See Association's generic approval under 06-2372. .0. QUALITY CONTROL 1. By Miami-Dade County Building Code Compliance Office. ]E. -%1ATERIAL CERTIFICATION: 1. See Association's generic approval under 06-2372. IF. 3TATEMENTS 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. Acknowledgment letter by Rollingshield, Inc., dated October 27, 2006, signed by Jose Delgado. 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. 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. WIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#09-0604.13 A. )RAWINGS Drawing No. 09-008RS1, titled "RS-1 High Velocity Shutter System", sheets 1 thru. 9 of 9, & 2A of 9,prepared by V. M. Engineering, dated 05114/2009, last revision #3 dated 05/1412009, signed and sealed by Morgan Villanueva, P.E. on 05/27109. B. 'ESTS See Association's generic approval under 09-0830. C. .ALCULATIONS: See Association's generic approval under 09-0830. elmy A.Makar,P.E.,M.S. Product Control Section Supervisor NOA No. 17-0925.07 Expiration Date:01/19/2022 Approval Date:02/15/2018 E-2 Rollin [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. 11. STATEMENTS 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. Acknowledgment letter by Rollingshield, Inc., dated May 21, 2009, signed by Mr. Jose Delgado. Letter issued by V. M. Engineering, dated May 21, 2009, certifying that the drawing (No. 09-008M)prepared for Rollingshielct 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. XIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#11-1227.04 A. IRA'WINGS 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 44 dated 1212612011, signed and sealed by Morgan Villanueva, P.E. B. ' 'ESTS See Association's generic approval under 12-0074. C. 4 ALCULATIONS: j. See Association's generic approval under 12-0074. D. 1. UALI'TY CONTROL 1 By Miami-Dade County Department of Permitting, Environment, and Regulatory Affairs (PER-4). E. P (A,TERIAL CERTIFICATION: 1 See Association's generic approval under 12-0074. a - ----- -- a my A.Mahar,P.E.,M.S. Product Control Section Supervisor NOA No.17-0925.07 Expiration Date:01/19/2022 Approval Date:02/15/2018 E-3 Ra Ilu ?shield, 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. ?. Acknowledgment letter by Rollingshield, Inc., dated January 13, 201Z signed by Mr. Jose Delgado. Letter issued by V. M. Engineering, dated January 13, 2012, certifying that the drawing(No. 12-2011(RSI-06)preparedfor Rollingshield, Inc., signed and sealed by Morgan Villanueva, P.E. is engineering wise identical to National Shutter Association generic drawing. 5. +.VIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#15-0505.01 1k. )RAWINGS Drawing No. 01-12 (RS1-06), titled "RS-1 High Velocity Shutter System", sheets 1 through 9 o�f'9, &2A of 9,prepared by V. M. Engineering, last revision 45 dated April 22, 2015, signed and sealed by Morgan Villanueva, P.E. B. 'ESTS None. C. „ .ALCULATIONS: None. D. 4 QUALITY CONTROL _ By Miami Dade County Department of'Regulatory and Economic Resources (RER). E. I IATERL4L CERTIFICATION: None. F. ( THERS I Florida Building Code, 2014 Edition, compliance letter,prepared by V. M. Engineering, dated May 12, 2015, signed and sealed by Morgan Villanueva, P.E. Helmy A. Makar,P.E.,M.S. Product Control Section Supervisor NOA No. 17-0925.07 Expiration Date:01/19/2022 Approval Date:02/15/2018 E-4 Rt 1W ashield,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#16-0725.01 A. DRAWINGS 1. None. B. TESTS 1. None. +C. CALCULATIONS: 1. None. D. QUALITY CONTROL 1. By Miami-Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATION: �. None. F. )THERS �. Florida Building Code, 2014 Edition, compliance letter,prepared by V. M Engineering, dated July 19, 2016, signed and sealed by Morgan Villanueva, P.E. 7. 4EW EVIDENCE SUBMITTED A. )RAWINGS Drawing No. 01-12(RS!-06), titled "RS-1 High Velocitv Shutter System", sheets 1 through 9 of 9, &2,4 of 9,prepared by V. M. Engineering last revision#1 dated .September 1.9, 2017, signed and sealed by Morgan Villanueva, P.E. B. 'ESTS None. C. 1 :ALCULATIONS: None. D. i ►UALITY CONTROL By Miami-Dade County Department of Regulatory and Economic Resources. E. I IATERIAL CERTIFICATION: None. F. (. THERS 1 Florida Building Code, 2017 Edition, compliance letter,prepared by V. M. Engineering, dated Sept. 24, 2017, signed and sealed by Morgan Villanueva, P.E. i� Helmy A.Makar,P.E.,M.S. Product Control Section Supervisor NOA No.17-0925.07 Expiration Date: 01/19/2022 Approval Date:02/15/2018 E-5 C N RA NTS: �� y w 1. THIS `HUiTE^n ACCORDION "RS-111 HAS BEEN VERIFIED IN ACCORDANCE 'KITH SECTIONS 1609 OF THE 7. CONTRAC',OR SHALL VERIFY THE EXISTING CONDITIONS OF THE OPENINGS WHERE SHUTTER WILL a7jr r 3 § FLORIDA BUILDING CODEEDITION 2017, AS PER TAS 201-94, TAS 202-94 &TAS 203-34 OF THE TEST INSTALLED TO INSURE APPROPRIATE INSTALLATION. Irin I PROTOCOLS FOR HIGH-VELOCIT7' H',RRICANES ZONES, AND AS PER AMERICAN TESTING LABORATORY WITH THF. 111 TEST `;0, 4936, CONTRACTOR SHALL BE RESPONSIBLE FOR: w THE DESIGN LOADS COMPLY WITH SECTION 1620 OF THE FLORIDA BUILDING CODE EDITION 2017. THE WIND -VERIFY THE EXISTING "ONDIT!ONS OF THE STRUCTURE WHERE SHUTTER WI'"L BE INSTALLED TO PREVENT _r_ 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. �=91fs_$ FBC 201 J ED (ALLOWABLE SERVICE DESIGN), TO OBTAIN THE EOUNALENT ULTIMATE 'HIND PRESSURES, -SEAL ALL SHUTTER TRACKS COMPONENTS ALL AROUND EDGES IN CONTACT WITH THE STRUCTURE TO �m=`R�3 a DIVIDE THE WIND PRESSURES SHOWN IN THE TABLES ON SHEETS (6 OF 9) AND (7 OF 9) OF THIS PREVENT ANY DAMAGE DUE TO WIND AND RAIN SELECT THE PROPER, TYPE OF INSTALLATION TO PROVIDE APPROPRIATE WORK. INCLUDING LIFE SAFETY OF DOCUMENT BY 0.6 FACTOR (ULTIMATE FACTOR.DESIGN). 6Y ORDER iG VERIFY SHAT ANCHORS ON THIS THIS PRODUCT. �D<; PRODUCT APPROVAL DOCUMENTS, AS TESTcO. WERE NOT OVERSTRESSED, A 33x INCREASE IN ALLOWABLE _IF IN ANY CASE CONTRACTOR NEEDS '0 MADE ANY MCi?IFICAT!UN HE/SHE iH0uL0 COMMUNICATE g STRESS FOR WINO LOADS WAS NOT USED !4 THEIR ANALYSIS, AND IN THELABORATORY THE TEST LOAD WAS -I- IN ANY A ENGINEER C GF RECORD BEFORE AN'! 5OX MORE OF DESIGN LOAD. ACTION. THE PS--I ALUVINJM. ACCORDION HIGH VELOCi Y SHUTTER SYSTEM IS ADEQUATE FOP, !MP.ACT AND FATIGUE �y RESISTANCE.AS SHOWN IN THE TEST RESULTS FROM LABORATORY, 8. A LABEL SHALL BE PLACED :'OR EVERY OPENING BY THE M.NIUFACT'JP.ER AND SHALL BE EXPOSED ON � AND :AST BUT NOT LESS, THE RS-1 ALUMINUM ACCORDION HIGH VELOCITY SHUTTER. SYSTEM., mAY BE THE CENTERMATE, COMPONENT 2 OR 3. INSTALLED AT HIGH '✓cLOCITY HURRICANE ZONES (H.V.H.2.)" LABEL SHALL READ: RS-1 ALUMINUM ACCORDION. 2. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOOIATION 6063-T6 ALLOY AND TEMPER, WITH ROLUNGSHIELD !NC. Fy - 25.0 si MINIMUM (UNLESS OTHERWISE NOTED). MIAMI, FLORIDA MIAMI-DADE COUNTY PRODUCT CONTROL APPROVED. 3. SCREWS SHALL 9E: - AISI SERIES 304 OR 316 STAINLESS STEEL, Fy=35ks! MIN. 9. THE INSTALLATION OF THIS RS-1 ALUMINUM ACCORDION HIGH VELOCITY SHUTTER SYSTEM SHALL CCMPUi - CARBON STEEL CORROSION RESISTANT AS PER DIN SOQ18. F=SOksi. WITH THE SPECIFICATIONS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS Y PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED T0. 1�&__ 4. BOLTS $HATS. BE: - T4-2024 ALUMINUM ALLOY ANC: -EMaER, Fy- 18ksi MIN. 10. THIS PRODUCT APPROVAL DOCUMENTS WILL BE VALID ONLY WHEN IT MEETS THE FOLLOWING TERMS: - ASTM '-3C7 ^ALV..N!?ED STET. '= SOksi -PLANS SHALL BE SIGNED & SEALED BY THE ENGINEER OF RECORD. - AISI SERIES 304 STAiLESS S'_= . Fy-35ksi MIN, -NO MODIFICATIONS AND/OR ALTERATIONS MAY 9E MADE BY ANY MEANS. Li 9qR ■,� a o"9 is 5. ANCHORS TO WALL SHALL 9E AS = CWS: 11. THS PRODUCT APPROVAL DOCUMENTS WAS NOT PREPARED FOR A SPECIFIC SITE. c g (5.i) TO EXISTING POURED CONCRE' [ban. !'c - 3 ksi) 1/4"0 7APCON ANCHORS AND 1/4"0 MAXI-SET _APCCN, AS M.M.UFACTUP.ED BY I"n'. RAMSE-/ RED HEAD. a m 1/4'0 CRETE-FLEX SS4 ANCHORS, AS MANUFAC. RED BY ELCO TEXTRON. 1/4"0 x 7/9'" :ALK-W +VICHORS AS ;.IA\L'FAC:L:RED BY ALL POWERS FASTENERS NOTES- 5'.'.) MINIMUM EMBEDMENT NSTO POURED CONCRETE OF TAPCON ANC;-ORS :S M N tA..M A Si lllllilll/ 5. �) E EnV=hT OF '/a P CALK-IN AN„HCRS SHALL BE 7/dM " 70`+E POURED CO4CRET= „�j�3;,1 5)7�. r 5'�.7! N> - •CC SHALL BE 'ERMII-ESD 'ja• 0-20 S.S. aACI-iN° SCREW USED -OGET4ER 'il'H / X10 !r12>11� i.17 ,�'gy n 1� ;�J, =iR 1 ^'S'J S J STONE, PRECAST CONCRE"rr PANELS PAVERS OR ANY vEc Nc9E QU`LJ ',N r' aJ5' 4NC'n0RS ::'A-L BE LONG ENOUGH TO REACH UTE MAIN STRUCTURE- BEHND SAID WALL FIN r'. S. ^t :C AGE SHALL BE AS ,NDiATED ON NOTFS 5.1.7) & 51.2) ABOVE. I i II I ! I! yl i Ii �� OR ' (5.3) TO EXISTING CONCRETE BLOCK WALL: ' F OR i T. I ®/� n 4 w �I I 1/4'a TgPCON ANCHORS AND '/4"a MAXI-SET TAPCOIJ, AS MANUFACTURED BY I.T.W. RAMSET/ ED H..AD. ® + I I I I 11 'I I �i A��, pC;JNOV/4"0 CRETE-FLEX S54 ANCHORS. AS MANUFACTURED BY ELCO I.XTRON, 1/4"0 x 7/3" CALK,�IN ANCHORS AS MANUFACTURED BY ALL POWERS FASTENERS a< 0I II �' I A �-/�QO�_., NOTES: I� i fC I Z ul 1 �y !/�lflliillll 14.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON & WEDGE-BOLT ANCHORS. IS 1 1/4". w C I i 1Rlt7Lj?- z I II 5,4.2) .MINIMUM EMBEDMENT OF 1/4"0 „ALK-IN ANCHORS SHALL BE 7/8" INTO THE POURED CONCRETE. Z I I E u_vp;rr} NO IwMBEDNILNT INTO STUCCO SHALL AMACHINEI I t I I >�:cwupo,•x._,;1R Fh- O 3E PERMITTED. 1'a" a-20 S.S. SCREiv USED TOGETHER WITH r, i I, i o 9ii:LaG n:. J i/4.5 CALK ANCHORS. I I 5.5) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON D I D THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND W ES I i I i 7CC��TT__ SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOT5.4.1) & 5.4.2) ABOVE. LO I 3' If F p.r..vu.• .'fit:.•.c:..,, I (P.6) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF Q THE ANCHOR'S MANUFACTURER. ` I ( II \•?LI. I i II a I G\ 2 SHESEE ET 7 OF S.SCHEDULE BELOW FOR EDGE DISTANCE (E•DJ VERSUS SPACING REunONSHia FOR ANCHORS ON SHECALE: ` DATE: 09-19-201 7 6 MOUNTING SECTIONS CAN SE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. (SEE ALT?RNATIVES NOTES 12 a I 8 A 7A ' 'J ` �J�'.Jr'.,�...),q^ OR )Q F.B.C. ON SHEET 6 OF 91. _ ...- .__..---. -.• ,^�� �� ,-�•�•�u�e 8n•n r tM,VnmaU AUJAL;LN; IU AN OPERABLE EXIT TYPICAL " yr `� Lniyn vmuu:y nw ncune a OP, ENTRANCE - T CAL (11 14 I6 (I S� 21J c� ISHUTTER ELEVATION ����'✓ CDa l� & ® +� T� r,R � r. I I I trP ro�/yeortoM SHEET 1 OF 9 cr.2 w ul -7 083 9 _7 40 -:4 Ol MALEI F,EMA Lr QLADf0-MALE CEN TEM 0 TE BLADE FEMALE CENTERMATE BLADE 0180' MALE STARTER 071: ^p- too" 0 'four .075-" -075" q?A* is t OW 075, am* T—-ON-, r L fd"Z9 - 2. L 474-,_ I OCEILING HEADER MOUNT. nFL OHEADER WALL MOUNT 8.0. HEADER WALL MOUNT. 2,211- 1,674*_. 20"" -?* cm 125" 0: W..A$ 7-liar..AS.A?2jCAjLL___ L STARTER ANGLE ALUMINUM 9,0. ANGLE (D4''4 LUMINUM 8.0 06121�k FLOOR�Sl ADAPTOR THRESHOLD TBA (1D -4 z 093' T— .—JUL" 120-4opr 277" .09- 073" 1! .060•Al l 0'!..L i --- --- - —V--4.. JDAM: 09 1.300. 365'�924 f.817-. ... ..... F.R.C. V Ign velocity WK. �,5) CEILING HEADER ADAPTOR W LIP n16 FLOOR SIL VI-14 -uo Ul WALLHEADE ISHEET 2 OF I 1000"AMY v CLEAR Paa/Et ?ird'-rd S.S.M.s. (�) F x 3/16" PO? RIVETS AS SHOWN �; -� j/ 1 u:AM. Ld .-,PLASTIC 6 6 XNps 1 g PLASEIC KNOB LOCK "_� r�E I I,'X27 I -`�-. �� • t! J/3' I � yy °°°'WA Y 0 NICKEL PLATED PUSH ARF-HOLE 1 i� roar x au'cont II i i; rnent uvmH I;i'I Y + LOCK BOTTOM p; - --- ' � � Sff NOTE BELOW---+ 'A ,. " 19 LOCKING PIN 24 MR UP r'D l'-v"Sri BWE LEACMS 'I I AW rrrR SLADC uA�Dnrs caurnr -D' $ INCRfiISF Lae rvv,3' ■ U ' II INCWUI�i iNUrrLR AAOE'S LEAW ►p i1 'tom---..- EXIST,'NC GLASS LOW.SPARnnoN - W v rW PJ CUSS SCHEDULE "V MNPCO.N ANCHORS !r ogp• i n. li" I . =MBGON NT INTO CONCRETE .0 4.5" O.C. y �, MAX.. a"2 CP,£TE 'LEX46 _ - ANCHORS W/ 14"MIN. N� "' THICKN;'SS x 6" 1 O: � 3 _. EMBEDMENT INTO CONCRETE ; -T ALLOY I * CONT (6063 5 LLJ dr �, -�2i 5" O.C. MAX OR TEMPER) ALUM PLATE e" 1�—_-.-. / •A ��OPi 9 CALK-IN ANCHORS W1 MIN. EMBEDMENT INTO AIA LZZFEMALE BLAZE DETAIL OF CLEAR PANEL LOCATION corvrRETE AT a' 0.C. MAX. — �+rN• Illll zn :>.^,•,J':nl�::i4..L:.',:lay{":,•.r:l.: O ,WAX/MUM NUMBER OF CLEAR PANELS PER SHUTTER =.-Pro>.•s Na[ .O RUST NCT EXCEEDED FOUR (4) PER ACCORDION AND ;yj Hama7atL+a> LOCATED TWO AT EACH SIDE OF THE C£NTERMATES STARTED AT THIRD BLADE AFTER THE CENTERMATES I 7.SOC' yy, AND THE SECOND ONE rDURTH BADE ATTER, TYPICAL L htumt A. a Cc.tre AT EACH SIDE OF THE SHUTTER. 7/410-20 S.S. .MS. W/NUT& WASHER y ® O.C. OR 174x 3/4' AL : CLEAR PANEL SHALL BE LEXAN RESIN TT703-?12POURED- S.S.EBarXFO 4.5" O.C. DATE: 09-19-2017 (UV STABlU7£D) OR EOUI'/ALENT COMPARABLE TO CONCRETE APPLIICCABLE F.B.C, G.E. LE.XAN POLYMER SHEET 190-34. REOUIRED THERMOPLASTIC POLYMER TENSILE STRENGTH i WIL.AL CONNECTION WITH ALUMINUM PLATE ... - I I /., u . ...... ........-.. _.. I OWf: Nn•M_1 9 /DQ1 _ L— s_.,r.�r� r w� rrllyulJrr JILL/ i SHEET 2A OF 9 R to POURED I_ --CON�RF%ANCHORS EDGE 01` C ZF SC�IEDJLP ON SHEET, FDI OF- CONCRETE- CONCR-11!ANCHORS REOIJIFIED TSE: 7) clNCPrM F CONCRETE�F 9EWR:D APPUCIEPL APPUGAKE 7-- (SEE SCHEDULE ON SHEET 7) W 2 z a E aF E.D.=EE, SZ11 SE: SAEV 7 r Raj,IF -SEDr AP"- JEQEQ ED EQ . Elll I 7: i--07 EXISTING CLASS EIVSTW CLASS f MIN ARATION MIN SEPARATION T GLASS NX GLASS it SEE SCHEDULE To p, (SEE SCHEDULE ON SHEET 5) :1 Z,-6 - ,-01 �Wgi it jl T [.04 SHEET 5) CEILING HEADER MOUNTING INSTALL TION (1) CEILING HEADER MOUNTING INSTALLATION A MIN. SEPlkwom TO C!ASS -SEE 3CHEDULt 1-01 L) .14 SHEET "rill N, UEJ, S-PARAT x EXISTING � ION 70 CLASS ' ii GLASS ALTERNATE ji - , (SEE SCHEDULE. 5 ON LkNCH ON SHEET I� -08 6" MIN. oll 4 S.S. T 12'O.C. !TW I 'Mi COK S.S.S.D.S CONCRETE N RMIRED REOUIR-0 0 12*D.C. PONREO POURED 'r.. ... Op P E.Q. d'VE1. ECJE . A E.D. SEE SHEET 7 Ie.D SE- 7 E 77 SHEET E.D. SEE SHEET 7 SEE -- o EDGE OF EDGE OF- or APPLICAKE SLAa IF SLOS IF m IF APPUCAEIVE AP-.r-4kr A CAKC kTERNATE CONCRETE ANCHORS CONCRETE ANCHORS ANCHOR ME SCHEDULE ON SHEET 7) SEE 3C4E:-UL- ON SHEET 7) LOCATION lKi&IR.L .C;l MT SILL & ADJUSTABLE FLOORMOUNTING INSTALLATION (4) SILL & ADJUSTABLE FLOOR MOUNTING INSTALLATION S DATE:-E.: o 9-19-2017 F.B.C. Fz^ SHEET 3 OF �9 P RED CONCRETEIt ANCHORS -(SEE SCHEDULE"O4 "SHEET 7) i CONCRETE BLOCK POURED CONCRETE POURED CONCRETE S EQUO?ED OR CONCRETE BLOCK OR CONCRETE BLOCK LA REQUIRED -CONCRETE ANCHORS REQUIRED _ I/4'�-20 S.S.M.S. ¢ v -CONCRETE ANCHORS ;SEE SCHEDULE ON SHEET 7) _T 1/ NUT k WASHER r __� • (Src SCHEDULE ON SHEET 7) ._-'-`— - 0 9.O.C.OR�t4x]/A' ?� E , X: p At �z S.S.S.D.S.O 3'O.C. > @ in .Q 5 C) ,w:f -SI - ED EO ,2 �� y g ; 7 all PIT W: ,I---- , i s .T •,1 iC_ ,'_ 1.11 , E7fL9TWC� CLASS ' 70 OLASS i i ¢L 1 EXISTING-- MIN. SEPARATION (SEE SCHEDULE I :-I 7 1 k�� CLASS '.I TO CUSS II In.1 N ui.' EXISTINC- 1 MIN. SEPARATION r ON SHEET 6) I �J ,Tt�y '� �iEE SCHEDULE I F�wz. GLASS :I TO OLASS I IcA'to 11 I I ON SHEET 8) I II ' O 71��0; (SEE SCHEDULE 10 1 0 HEADER WALL MOUNTING INSTALLATION g $ Q.O. HEADER WALL unuunur INSTALLATION O7 8.0. CEILING HEADER MOUNTING INSTALLATION yy N .?0'JRED"ONCP.ETE ■ N z OR CONCRETE BLOCK e REQURE'D- CONCRETE ANCHi.RS (SEE SCFE"LE ON SHEET 7, MIN. SEPARATION it • .... t ,• EXISING- ' MIN.SEPARAPON r0 G,us i jl GLASS TO LASS �I \�\ ',SEE SCHEDULE II t I' ?A r -I•J Tt �; (SEE SCHEDULE ' li I iL \ (; V�(C� 0.V_ST+Ec c ^' -u 'G• ted. ON'SHEET o - 01 RV `) r sxl IL ' L... _.. ) I \\ Q, CEp'•. �/R` PO CONCRETE ' "y�.. �fl i� ' I .. ;iIi i 3/a" i j '9; •; REQUIRED i' nr I _ I I . .� i n r MIN 1~ ALTERNATE. to P ID iSTINGr LOCAtON �•-....1...... `—i� _ : i is/O "` "N, l OR EY.OLAII�. MIN. SEPARATION ' _',� J1frI1111„` ” ours 9 (sEE SCHEDULE , "� w .F= I i r E.D. SEE SHEET,? ._L2-SLE SHEET 7E 0.-Lj9j E.O.-E.D.' rt .. U ' I T/4Y-20 S.S N.S._ Aa:cFisr 17- - 17i "ONCRETE ANCHORS I ''4W/NUT di WASHER ::�pi7eNliOb D.v:d,Q( —7 (SEE SCHEDULE ON SHEET 7) POURED CONCRETE-� O 9'O.C. OR j1A>t 7/4' S OR CONCRETE BLOCK S.S. S.O.S.0 9'O.C. O REQUIRED O9 THRESHOLD FLOOR I I TALLA --CONCRETE ANCHORS WALL MOUNTINGG iNSTALLATQN (SEE SCHEDULE ON SNEEI 7) GALE: 48 8.0. SILL k ADJUSTABLE DATE: 09-19-2017 FLOOR MOUNTING INSTALLATION F.B.C. ��:-•.y=. .�..L�1 rT�II wNNe cvrrvil ' r$HEEf 4 OF 9 -' MAXIMUM DESIGN PRESSURE TINS' "W" (o.s.f.) AND "- CORRESPONDING MAXIMUM SPAN I" SCHEDULE _} Mac CS " �E R MAXIMUM ALLOWABLE DESIGN SPANS j MINIMUM SEoARAnON MAA7NUa ro!.USS(;.,.) •:):t;ALLOW.+9rr SPAN DUE TO P09rVee DESIGN LDAD♦W(00 9 i e' .ALLOWABLE L-:ALLOWABLE SPAN DUE R7"MINE DESGA'LOAD-W("f) �N Eli�4�- WINO LOAD st-croNS 5 TO 8 SECT60NS I. 2# 9 SECII J 4 4 I SECTION t0 aGtA.WITT", .61 mm" 3 l >2 OESLGN 'W" r-JI rnrAL;m,1011 WALL MOUNPN6 OOR/CENJNG 0 S FLOORINSIA MOUNT(N WALL MOATIONC .v�srMST xr1w+me �._a. � �? 1NSTALUnONS tNSTALIATIJNS I,NSIALUIIONS !NSTALUnON WN 1•"4"°�p,.y eUtpaLl•,WdLfLp !2J Tt DETERMINE.WXINUM ALLOWABLE SPAY: �C ALf* ✓ KO Ar/O�aOr CA/EN.•90=1f LMO(W4)AND NE24rff LOAD(W-)"Do 30 12'-4" 12'-4' 12'-4" )"-A- 12'-4" 72'-4" 12'-4" 12'-4" 2 J/4" TMG �j"NS7A:Ur;ON IlYILL ND✓NrN4 -4" 12'-4" - -4" 12'-4 12'-4 12'-4' T2'-4' 2 3/4" r. -DETERMINE 1ALUE D}'L.AND L-FROM fABLf _ 40 12'-4' 12-4 12'-4" 121_4" 12'-4 12'-4" 12'-4" 12"-4" 2 J/4. /(NAL MAGNUM ALLOW40U SPAN PWL BE COUK TO THE 45 11,-10, 11'-10' 11'-10" 11,-10- 12'--4' 12'-4' 12,_1- 12'-3' 2 3 4` -AINA(UM'Of'JALVES 01 L+AND L- 50 1 Y-3" 7 f'-3' 1 f'-5" i t'-5" 12'-4" 12'-4" 11,_11, t2"-1 2 J/4` (J),Fc-R THE MAXIMUM ALLOWABLE SPAN CHECK SCHEDULE rAeLE 55 10'-B" 10'-8 11'-0" 17'-0" 12-4" 12'-4" 11'-8" 12'-0' 2 3/4" r0 OBGW uAwaUM ANCHOR SPACMC, 60 10'-3" 10'-J 10'-7" 10'-7' 12'-O' 12-4" 11"-6" 11'-10" 2 3/4" REMEMBER TO 5fLfcr ANCHOR SPACING USev,NEGAMW DESIGN 65 9'-10" 9'-10" 10'-2" 10"-2" 11'-6" 12'-4" 11'-J !1'-9 2 311- LOAD(W_I) 70 9'^5' 9'-6" 9'-9" 9'-9" 11'•-1" 12'-4" 11'-1" 11'-6' 2 3/4` 75 9'-2' 9'-1" 9'-4" 9'-4" 10'-9" 12'-4" 10'-10" 11'-4' 2 314- 80 8'-10 B'-10" 9'-4" 9'-4' 10'-5' 12'-4" 10'-8" 11'-2" 2 J14- 65 8'-7` d'-7" 9'-0' 9'-4" 10"-1" 1?'-4` 10'-5' 11'-0" 2 J14- DUAL NnON WHEELS WITH 0.420-BY 1.100-LONG NYL.W GUIDE, WITH NO ■ I.D. MARKS, 4T TOP OF!AfTERIOR SLATS SPACED FOLLALLY, iASTfN£D WIr.4 ti 90 8'-4" 8'-4' 8'-9" 9'-3' 9'-10' 12'-4' 10'-J" 10'-70" _ 2 J14- ONE .NO. 14 BY 3"NEX HEAD PIN SCRL'WS. ■ u n 9'-3` 9'-6' -72-4" 10'-0" 10'-8" 2 3"4" 2 3/4" c g o 100 6'-10" 7'-11" 8'-4` 9'-1" 9'-4" 12'-4" 9'-10" 10'-8" 2 3 4" 2 3/ 0.490'DDWEIER BY 0.390"rrLON CU/DE, WITH NO LD. MARKS, AT TOP ti x- ANL+ BOTTOM Or EACH EXTE-MOR SLAT, FASTENED W71k ONE NO. .4 BY J' g O d ;LL 105 6'-J" T-9" 8"-'" 8'-70" 8'-10" k1,2­--,2" 9'-T 10'-5" ? 3 4" ? 3 4" HEX kEAO PPI SCREWS.110 5'-B' 7-7" 7'-9" 8'-8" 8'-5" 9'-5" 70'-3' 2 J 4" 2 3 4' 0.490"M41ETER BY 0.810"NYLON CUIDE, WITH NO MARKS,AT TOP ANO11$ 4'-10' T-5" ; T-3" 8'-6' 3'-0" 9-2' JO'-2" 2 3 4" 2 3/4" 9070+0 OF EACH 1N7ER10R SUI. FASTENED MrH ONE NO. I4 BY J"HEY LLL V120 4'-2" 7-3" 7'-2" B'-J" 7'-7` 9'-0" 10'-1" 2 3/4" 2 3/4" AHED PIN SCREWS125 3'-6" 7'-1" i 7'-0' d'-1" 7'-J" - 10'-0" 2 J/4" 2 3/4' V0350"0/"97)?BY 24''ONC ALUMINUO LOCI PLN. A7TOP AND BOTTOM �h,130 - 6'-1 1" - 7'-11" 7'-0" - 9'-10" 2 Jj4_ 2 J�4" Or EACH LOCAIING SLAT. FASTENED W77H ONE IG-24 3Y 9.430`LONG � -133 - 6'-70" - 7'-10" 6'-9" - 9'-9" ? 3�4" 2 3 4IHUA48 TURN SCREWS740 - 5'-8" - T-8" 6'-6" - 9'-8" 2 314- 2 3/4" 145 - 5'-7- - 7'-6" 6•-J" h10--2- i - 9-7" 2 314" 2 3/4" 150 - 6'-6" - 7'-I` 6'-0" - 9'-6" 2 J 4" 2 36'-4" - 6'-9- 5'-70' - 9-5" 2 4Z 34" A)sEcnbN;rI!Ar!21 ON THESE GaDUPs CAN•BF LrouD,nEO a+D160 - 6'-J" - 6'-5" 5-8' - 9'-4" 2 J 4" 2 3/4" Ma e£7AKMrxr LOWEST sPv185 - 6-Z" - 5'-0" 5'-6" - 2 1 2" 2 J/4" BJSECTIONSLLr�LJ� d(1)ON rNM GROUPS rQI X=M3Wk0 ANDMOJr K rAIC THL LOWEST SPAN.170 - 5'^11' - 5'-8' 5'-4" - 9'-3" 1 ! 2" 2 J/•1175 - S'-b'" - 5'-4" 5'-2' ' " 2 1 2 ? 3 4180 - 5-2" - 4'-11' 5'-0" 9-42 f 1" 2 3/4" Z 1B5 - 4'-10' - 4'-7" 4'-10" 9'-0' - d'-11" 2 1 2" 2 J/4" ?h �t:rr :: ;;.� p 190 - 4'-5" - 4"-2" 4'-9" 8'-10" - 8'-9" 2 1 2" 2 3/4" TO OdraN ULTIAMIC WMGD PRESSURE=VIOW a: oPFcc.RE !`C ➢;'L S'''<1>.,7;,-:, :, 195 - 4'-7" - 3'-10" 4'-8" 8'-6" - 8'-6" 2 1 2" 2 J/4' 0.6 s xk Ltpi d:t 2 1 2" 2 3114' SAMPLE.• fLTI ATE-ALLCWM9Lf Alr.;!anc ?;•, 5 200 - 3'-6` - 3'-6" 4'-7 8"-0" - 8'-0` u1nAAAtf- - rev Pal �Lp:.. 01 3 ALE: DATE: 09-19-2017 F.B.C. A ann. L_ SHEE' 6 OF 9 SIGN PRESSURE 'W" M&MMUM WIND LOAD DESIGN PRESSURE 'W' 12 MAXIMUM WIND LOAD DESIGN PRF;cURE W AND r�IMUM ''WIND LOAD DEMAXIMUM WINO LOAD DEIGN PRESSURE �M� AND �3 AND CORRESPONDING MAXIMUM ANCHOR AND CORRESPONDING M6&MUM {Q$ c_ORRESPONDING MAXIMUM ANCHOR SPAGN� n.) Sy`HEDLIIE. CORRESPONDING AIAYIMU ANCHOR SPACING y SCHEDULE- SPACING : 6 - �--^ fin.) SCHEDULE_ SPAf7NG (jO,l,SCHEDULE. �- - � ) j� r< 6 xr I WAIL YOUM1lJO ! WALL MOUNTING CEILING&FLOOR CEIVNO&:LOOK w'Ail.MOUNTING WALL MOUNTING Ln Q , INSTALLATION AT TOP�INSTALUTIUN AT TOP MUL•nTWG INSTALLATION MOUNTING INSTALLATION INSTALLATION AT TOP INSTALLATION AT TOP mw _-, R 8 1AA%aWM OR BOTTOM I OR Bul'. I AT TOP OR 80TTOM AT TOP OR BOTTOM OR BOTTOM ..R SOTiON �� - _ (SECTIONS 3'NRU 6 SECTIONS S TNRU 8 MA%IMI�M (SECTIONS 1,_8 9 MU(IMUM 4A%IMUM r�� .AlLOwABL' ( ) ) - ° ) (SECT10N5}Er 4) LOWA (SECIONS 3 TNRU 6) SECTIONS S?MRO 9) $? rt0 a6NetKTr7 (m MAsoNR i A DES44 Ra eoeolnq ALLOWABLE (Ta ea cwt) 4LDESIGNlE (T6 CaKom ;m MVeNal/) 71 O�SION DESIGN DESIGN DESIGN �%/m'•! E LOAD^N' $NUTTER SPAN c SPAN '_DAO YY SHUTTER SPAN..... 'OAD 'W" SHUTTER SPAN LOAD 'W" SHUTTER SPAN SNItt7ER SPAN (9s.L) (P.e.t) :Ps.c) - I s•-r r,; s•-a- r-o• r-a• r-51 r-r r-D• e•-4• 1 s•-o• r-e• r-r s•-a• s•a•1 r-r s•-0• a-a' r-r = 8, a 1A5 1.051 q ro W1L a1 KY ro TO MA1L OA L917 19 Ta NAR. OR ms ro TD NN. OR MY 1 10 NA+, ALLOW of 1•-d• ALL7atD 6'-e• ALLOW e'-4• ALLu4To r-t• AUM6 �J C Y 0 ➢ J 9 D ➢ 9 9 9 9 9 9 ➢ 9 9 9 9 ➢ ' ' - 61 LESS THAN 30.0 9 9 9 LESS 7.1AN 30.0 9 9 0 LSS THAN 30.0 9 9 9 LESS THAN 30.0 .9 ➢ 9 9 9 3 0 9 9 9 9 9 9 8 D 9 9 -7-F- 2 9 9 9 9 Z - 9 9 I 3 9 7 3 9 7.5 6 9 9 63 9 0 0 9 7 -3 FROM 9 9 d D 9 9 FROM 9 9 9 FROM 9 9 9 FROM 9 9 9 9 9 7.3 .30.0 TO 60.0 9 2 9 9 9 7 .30.0 TO 60.0 9 7.J 6 .30.0 TO 60.0 9 9 6 .30.0 TO 60.0 9 9 9 9 9 5.5 9 9 9 9 15 4 9 65 3.5 _ 3 d 5.3 9 9 7 0 6 R/o >W.O� 70.0 9 ➢ d 9 9 d.3 >60.TOTO 70.0 9 9 B .60.0 0 70.0 9 D - FROM >60.0 TO 70.0 9 9 0 ➢ 9 4.3 9 9 9 9 d 6 D NLS 15 9 8 5,5 9 9 8 9 9 15 9 9 9 9 4 J 3 9 S5 5 I 9 7 43 9 9 5 9 4.5 MR, FROM >70.0 TO eD.O 9 9 6.5 9 d ZS >70.3 TO 60.0 9 8 7.5 i >70.0 TO 30.0 9 0 7 >70:�T0 80.0 9 9 7 9 9 J.3 s� ➢ 0 0 0 6 1 15 9 5.5 3 9 7 4.5 9 9 6 9 1 6.5 2.5 y 9 9 6 ! 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FOR EDGE DISTANCE LESS THAN 3 - 1/2-.REDUCe ANCHOR SPACING 9Y E IFIE LOW SPACING OMEN ON SCHEDULE BY THE BELLOW i FA!:?ORS.T14E MM:MUN EDGE OISTAnCE:OR OALK-IN SCALE: ANt,HORS LS 2 1/2•.THE MINIMUM ANCHOR SPAaNO DATE: 0c9-19/-20.7 j FORT 11M A AND 2 f/2 ONS OR -LT (',B.C• 1 eel K 3.OG A�2 1/Y FOR GLK_1N A:CMORS �ANf:HOR LEGEND E'rISTTNC E. 7 FAC FOR 1AN611O LE4W I - 2 V2- .75 Owc No:nt-17 /act-nal ' I 1_4_.+I SHEET 7 OF 9 ' i NOTE: ALL WOOD MEMSERS SIAL.COMPLIED WITH ME NATIONAL' DESIGN SPECIFICATIONS CURRENT RECOMMENDED INSTALLATIONS AT STRUCTURAL WOOD MEMBERS = EDITION.MINIMUM psANOF aCIFI C CPAVI GRADE TS-2000 pe.AND SPECIFIC CRANI`.'OF 0.55 SLi -STCCCO S1OCC0 -SOCCO NN v 4 1/4"0 UG SCREWS O o'D.C. - 1/-0 LA•;SCREWS a 6.O.C. .1• _ _.1/:i LAG SCREWS O B'O.C. 3 qZ � W/ 1 1/^'MIM.TH BEADED T - W/ 1 1/2'MW.-THREADED I �_ i 'W/ ' 1/2'MIN.THREADED 57: y1 ` 0, EMBEDMENT TO EXISTING WOOD I EMBEDMENT i7 EXISTING WORD "-j- E.MBEOMENT TO EXISTING WOOD 117 i• [ .. HEADER. HiVDER. 'tEIDER. JJ I� 6 - 5 _. OR 021 I 1 =4=L� l I/I ___I r• O IIII --. I� � -_� l I �I �� � I Ili r•1l �g I' I t I i I I I I l I III d .. E%ISTINC MW. I S� 1 EX'STINC 4'N. I I � •" EXISTING MIN. B EXISTING 2'.1t'W000 I1 I I '-2 r4'WOOD I I l 'd' ; EX15TiNG I HEAOn4'WWOOOOD I I i Go is HEADER REOIARED I it I EXISTING-..I HEADER REWIRED CUSS M'N.SEPARATION 1 �'-1\ / II t ,� CL155 TO CLASS ,tl • �,7 'SEE SCNED_:E —kII lt •�'a"1 ; iI. MIN.SEPARATION_70..� I I I�LI ' �- MIN.SEPARATION -Ia r.EET 9) 4 �6)SHEETUGLASS (SEE SCNCULE C% SIpJ FR� X10 IVAONNECTION AT TOP @12 WALL CONNECTION AT TOP l5 8.0 WALL CONNECTION AT TOP at 1010 ' ` C o ' w W li r -:.ASS nl CUSS w I i MIN SEPARATION TO OU55 I I 1Cil/t'—• I 1 L SSEIE .CimCDULE.ON._-EVT 9) I S.S.SD.S ,.MiN,SEP4UlON To GLASS li `/ I I 1 AiN. SEPARA71UN IO tr A s '�; S , O 12'D.C.' ? �Q; T� ✓ SEE SCHEDULE ON SHEET B) �I : (SE"e SCHECULE ON SHEET CI I yp y .-..II .I �: f----- i I i. EXISTING- y p E �I II a C;ASS �� IIII 3:9• III° `� #': M 2 1 'nil I�' -'" mil n1 I . III:AIN 11I A ti ,III » , I i l 11 Ili w 1 I 9 IIS 1 11 1' n i -WALL --T � iA` I I -WALL I , _.._.l , WALL I( _I 1 p-INISH ALTERNATE - II-�•I I FlNISH ` II I III I - i _ NISH ANCHOR I j� ` ._05 OR 21 uEt._ T-I -(l j4- E.D. E.D. Ie.D Es z U 1 ISI. 1/4'0-20 S.S.M.S. � `Cy�{ W/NIfT k WASHER r.I ;,.-f V' Ij4'0'AG SCREWS O e'O.C. —1/s 0 LAC SCREWS 0 e-o.C. I I O 9'O.C.OR 014.S/4' C.�.. 1. W/ - 1/2"MIN. THREADED W/ 1 1/2`MIN. THREADED .I S.S.S.D.S.O 9'D.C. EMBEDMENT TO EXISTING WOOD CMBEDMENT TO EXISTING WOOD STUD, I STUD, 1 I t/a"3 LAC SCREWS O d'O.C. Ay � i 'W/ 1 1/2'MIN.THREADED ?/°Sif.W¢_ X1;0470: .. .._ ..,I. i.., EMBEDMENT TO EXISTING WOOD Q STUD. -e:<�STING MIN. 1'x4'STUDS -EXISTING MIN. 2"<A"STUDS EXISTING UM. srum AE O 19"J.C. MAX. R%70. O Id'O.C.MAX. REO'D. ® '9QC.VAX. REO'D. DATE: 09-19-2017 F.B.C. ' 10, WALL CONNECTION AT BOTTOM 13 WALL CONNECTION AT BOTTOM (High`/olDei.y Hur;iC�ne zone) n 8.0 WAI I ^nNnlccTlnu eT Dnrrnu IOwc No:01-12 (RSI-06)� INCITE; RECOMMENDED INSTALLATIONS AT STRUCTURAL WOOD MEMBERS a ALL WD00 LIEMdERS SNAIL^OMPLiED WITH THE W u NATIONAL OESICNSPECIFICATIONS CURRENT t EDITION.MINIMUM OF STRUCTURAL ORADE l S Fb=700D pct AND SPECIFIC C.R4'Ytt OF 0.55 IEDGE — lOAPPUCABLEF EDGE I ! -EDGE(IF APPUCA3LE) r 'Y R EDGE - ) (iF APPLICABLE) # y 1 DTi L 9 a •t " " ' $a'l€iS' °` TSESWOOD EXISTING MOOD TI O TRUSSES OR T RAFTER O 2e' RAFTER O 24'01 O.C. REQUIRED a ?f D.C. REQUIRED I - _ :XISTINO SOrgl i EXISTING SOFT .. •]/4'Max THK I - 3/4'Max. iHK. 5 Z PIox1/4'sM5 y IY1eJ/{'s.Ms.' .{ O"0.C.MAY. I A.U4.TJB'e -• '-�Vx4NI/8"CONT.ALUM.'UBE I. IV W/(7)1/4'o a 6"D.C. MAT. ,.. (6085-r6 p11 LAG6S-T6 ALLOY)W/(z)1/a"d _- II LAC SCREWS TO EACH RAFTER OR '- LAO $CREWS TO EACH RAFTER OR r I TRUSS.LOCATE iAG SCREWS AT I t fq t - TRUSS.LOCATE LAG SCREWS AT l I i M DW OTH OF EXIS M C WOO C I MIDWIDTN OF EXISTING WOOD MEMBER, (2"Min. NOMINAL 15�' �7 ! MEMBER, (2'Min NOMINAL E%ISTLNf• l� WIDTH)w/2'Min. PENETRATION STWG f ... SASS ia(iOF THREADED AREA. *HIS CLASS __ WIDTH)W/7"Min. PENETRATION M OF T14RFFADED EA THIS ��III I�fI,I I INSTALLATION IS ONLY VAUD FOR { I III III $ MSTALLAT.ON .S ONLY VAUD FOR I1 1 MIN.SEPARATION II:II' 'I, WOOD W/ MIN.SPECIFIC GRAVRY I j(SON SSHEET ) I II MIN. GLASSUOLEN I. YYYy"' WOODS/MIN. SPECFlC GRAVITY T°GLASS ( Eo EECHEDLI6E SCHEDIF 1,11, = ' ) II ON SHEET ■ �ymIn 10` 0 W Li r r FJQLL W CEILING MOUNTING INSTALLATION ]2:HOLLOW CEILING MOUNTING INSTALLATION 7 77;7 "AIN, SE?ARA'IO•. TO GU55 i i is n i l Q l� f (SEE SCHEDULE 'I li ,- 4 1 I it I I JV SHEET 5) SEM.SEPARATION! I EXISTING TO GLASS f i of! 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SLAB IF APPJCABLE - ALTERNATE-iALTERNATE ` SCALE: ANI 1/4-8 LAG SCREWS O 6"O.C.W/ 1 1/2" SCREWS O B"O.C.W/ 1 1/2" DAi E; V9-19- 2017 ' LOCAIIGN MIN.THREADED EMBEDMENT TO EXISTING ANCHOR 1/A'S LAG SCREWS O S'O.C.W/ 1 1/2" LAG SCR WOOD DECK. LOCATION MIN. THREADED EMBEDMENT TO EXISTING MIN.THREADED EMBEDMENT TO EXIST NO WOOD OECK. WOOD DECK. 11 i SILL & ADJUSTABLE FLOOR IA' C))1 A, An 111CTAOI C rl^^I' - - MQUN[ING INSTALLATION 9 THRESHOLD FLOOR MOUNTING INSTALLATION i •- vWl; No!0`1-12 (RST-06) iSHEET 9 OF 9 Business •ge SCIS Home lop In User Registration Ho[lbpks Submit Surcharge Salts a Farts Publications FBc Staff SCIS Site Map Links..,;•Search` . d,0 r 424-6-1\Product Approval USER:Public User LAPR ECEIVED --_ Product Approval Menu>Product or Aopllcatbn Search>Application List>Application Detail 0 6 2018 .. FL# FL10882-R5 Application Type Revision COunty, Permitting Code Version 2017 Application Status Approved Comments Archived FILE COPY Product Manufacturer ROLLINGSHIELD INC Address/Phone/Email 2500 NW 74th ay. miami, FL 33122 (305)436-6661 jose@roliingshield.com Authorized Signature Morgan Villanueva morganvillanueva66@hotmail.com Technical Representative Jose Delgado Address/Phone/Email 9875 NW 79th Ave. Hialeah,FL 33016 (305)436-6661 jose@rollingshield.com Quality Assurance Representative Morgan Villanueva Address/Phone/Email 11278 SW 153 PL Miami,FL 33196 (786)281-6968 morganvillanueva66@hotmail.com Category Shutters Subcategory Roll-up 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 Morgan Villanueva the Evaluation Report Florida License PE-60292 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ted Berman,PE Validation Checklist-Hardcopy Received Certificate of Independence FL10882 R5 COI certificate of ind pendance ndf Referenced Standard and Year(of Standard) Sim Yash ASTM E1886,ASTM E1996 2005 httpsi//www.floridabuikhng.org/pr/pr_app_dti.aspx?param=wGEVXQMDgtwucl xnkwGmT8GrVxD8Q6nfRAK3AErOZFXQXGRLMWMnw°�3d%3d 46/18,158 Pfv1 Page 1 of 3 x iny ~ «:, vi • nn Volvo` z � i � ! tl i?�•'1 y �is r = �o vi- h _ t i.A s r-•t^ �,c S f.or �' �R �+,y� c rr}rt, ii Ne r _a s ✓>..c ly �. }. :gztfl may, I °1[ J`3$, k-'S lot t- _ r ^a a -.2� ,- `ft�o�.F;•; 'i+ .s 'a. a r k. Y .�. i'°a�Jf�!14t.?'D'. l ' l y' ' AV tt ,.s �i -� kms-;§ '�L � �� �u.,s�.,a a . A � ♦ '�� 3 � ¢ 74 � `5_t A f. -�S'( 3"":`' R_'r •y. } '� .. �$ � >[V ' _ �. 4 :., '45 '{.S'.t4,'t. ; .. 0' jai-.• � i �°d>.a ., t 4 _ �_P *tt z lot PIP a P,Y s. k,.15-,",t§,,,wt'•r ,.,i.,,` 1`..t ,:.,.<x,��¢a ,. i d;,?. a`; x'rri .:d!`;,ar'ea #wkUwr:.s ;,`." ., r ,'•i, ASTM E330 2002 TAS 201, 202 and 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/13/2017 Date Validated 10/18/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 10882.1 40mm,55mm&60mm End Retainer 1 Roll-Down Shutter System Limits of Use Installation Instructions Approved for use in HVHZ: No j FL10882 R5 II FI 1088 ( 017)Ddf Approved for use outside HVHZ:Yes Verified By: Fenestration Testing Lab Impact Resistant: Yes Created by Independent Third Party:Yes Design Pressure: +125psf/-216psf Evaluation Reports Other: +125psf/-2160psf(ult.)for 60mm +116psf/-116psfi FL10882 R5 A yah a ion r Dort 1088 R �ijf (ult.)for 40mm&55mm Party:Yes _ Created by Independent Third Pa 10882.2 ,40mm, 55mm and 60mm End ;Roll Down Shutter System Retainer Limits of Use Installation Instructions Approved for use in HVHZ: No I EL10882 R5 IIF 1088 (2017) Ddf Approved for use outside HVHZ:Yes Verified By: Fenestration Testing Lab Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +125psf/-216psf Evaluation Reports Other: +125psf and-216psf(Ultimate 60mm) +116psf and FL10882 R5 AE evaluation report 10882 RS.I)df -116psf(Ultimate 40mm and 55mm) Created by Independent Third Party: Yes 0 Contact Us::2601 Blair Stone Road Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Co2x[Wht 2007-2013 trate 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 mail 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 455.275(1),Florida statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If[eiy 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 click here. https:/lwww.flOridabuilding.org/pr/p-app_dtl aspx7param_-wGEVXCWADgtwudLxnkwGmT8GiVzD8C)6nfRAK3AErOZFX XGRLMVVk4nw�� q �3d°4W 4/5/1 8,?.58 PM Page 2 of 3 Product Approval Accepts: Safe UM httpS:/twww floridabuilding.Org4)r/Or�-aPP—dU,aspx?para--wGEVXQvADqtwudLxnkwGmT8GrVxD8Ct6ntRAK3AErOZFXqXGRLmwmnw,63d-;3d 4/5/18,1 58 PM Page 3 of 3 GENERAL NOTES: n Co k END 1. END RETAINERS(ROLL-UP SHUTTER) SHOWN ON THIS FLORIDA APPROVAL DOCUMENTS (FA.D.) HAS BEEN VERIFIED 70 COMPLY CO END CDNNEC_6 S�S k I A/GS ON SHEET ` C a WITH THE FLORIDA BUILD/NC 000£70f7. DESIGN WIND LOADS WERE DETERMINED AS PER ASCE 7-10 AND THE ABOVE MENTIONED CODE, IN ORDER TO VERIFY THAT THE ALL COMPONENTS ON THIS FLORIDA APPROVAL DOCUMENTS WERE NOT OVER STRESSED TESTED, A Jit'INCREASE IN ALLOWABLE STRESS 41 FOR WIND LOADS WAS NOT USED IN THEIR CALCULATIONS, h n -- THE ADEQUACY OF THESE END RETAINERS FOR IMPACT AND FATIGUE MEETS THE REOU/REMENTS OF THE FLORIDA BUILDING CODE Z �_ i ABOVE MENTIONED AND ALSO WITH TEST PROTOCOLS FOR NON HIGH VELOCITY HURRICANE ZONES 1017, TAS-101, TAS-202 AND 0 OR® 7AS-10J, AS SHOWN ON THE TEST RESULTS PERFORMED BY A HURRICANE TESTING LABORATORY, LABS NUMBER 55J9 (40mm), O (Typ.J LAB NUMBER 5565 (55mm)AND LAB NUMBER 5248 (60mm). i ,r 1. ALL ALUMINUM EXTRUSIONS SHALL BE MADE OF ALLOYS AND TEMPERS AS INDICATED ON SHEET 2 k J OF THIS DRAWING. r(n 8 1 _ THE THICKNESS OF ALL EXTRUSIONS SHILL BE AS SHOWN ON THIS DRAWING WITH STANDARD TOLERANCES 1N ACCORDANCE WITH C _ THE ALUMINUM DESIGN MANUAL 2015 EDITION". A A A A LQ 3 i ^ c W y J. ALL SCREWS TO BE STAINLESS STEEL 304 OR J16 ANSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN O u a 50018 WITH 50 ksi YIELD POINT AND 90 ksi TENSILE STRENGTH. NQSIt / ,(?I)' R 4. BOLTS TO Bf ALUMINUM ASSOCIATION 1024-T4 ALLOY AND TEMPER, ASTM A-307 GALVANIZED STEEL OR AIS/J04 SERIES J ^" ' BUJ OR STAINLESS STEEL, WITH 36 ksi MINIMUM YIELD POINT. (r)v. Co. SIDE) z i -•'' 5. ANCHORS TO WALL FOR SIDE RAILS CONNECTION AND CONNECTION BOX SHALL BE AS FOLLOWS: TO EXISTING POURED CONCRETE (3140 psi Min.).• a - j -Y,"0 TAPCON ANCHORS, AS MANUFACTURED BY ITW BUILDEX. O g - N6.0 TAPCON XL, AS MANUFACTURED BY ITW BUILDEX - -- TO EXISTING CONCRETE BLOCK (FILL CELLS WITH GROUT). O - -(( -Yi 0 TAPCON ANCHORS, AS PER MANUFACTURED BY ITW BUILDEX. A$— STAT SPAN(SEE SCHEDULE) !} © - 3(e"O TAPCON XL, AS PER MANUFACTURED BY ITW BUILDEX. TYPICAL SINGLE UNIT ELEVATION (Iyp) NOTES: TE r SCE SHEETS 1. 3 4 4 FOR COMPONF.NIS NO RE. 5.1) MINIMUM EMBEDMENT OF ANCHORS INTO POURED CONCRETE IS 1 J/4". EMBEDMENT IS IN CONCRETE ONLY, NOT OTHER DIFFERENT MA7£RIAL. Box k ENO CAP SYSTEM SEEMe, 5.2 IF ANY DECORATIVE MA7ER44L IS ON THE WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE REQUIRED EMBEDMENT INTO (SEE SCHEDULE)_ DETAILS ON SHEET 4 THE CONCRETE(1 �'i)• - -- -- - (5.3)ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDA71DN5 (SE STAT SPAN COMPONENTS k CONNECTION ) AND SPECIFICATIONS OF nlE ANCHORS MANUfACTUR£R. ` jig p (5.4)ANCHORS REQUIRED FOR MULLION CONNECnONS SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEET 7 !��1 01 g POWER BOLT ANCHORS TO BE AS MANUFACTURER BY POWERS FASTENING, INC. a����N Z _ C N vS 11 (�, OR I _ I _ -•- -"-_ II - - 6. IT SHALL BE 7H£RESPONSIBILITY Of THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE END RETAINER/5 (Typ) TO BE ATTACHED TO INSURE PROPER ANCHORAGE. THE END RETAINER SHALL ONLY BE"ATTACHED TO POURED CONCRETE OR GROUI FILLED CONCRETE BLOCK. C t v{ IIz», oQ� p/am 7. INSTALLER SHALL SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING TO C N3�1:1 �+•- PREVENT WIND/RAIN INTRUSION. (TYp,Ee, SIDE) -. B. END RETAINER MECHANISM NOT PART OF THIS APPROVAL, BUT SHALL BE CERTIFIED BY AN INDEPENDENT TESTING AGENCY. 9. END RETAINER INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. I I r I I c \�\ VILLq /' N NO[A4ULTOI BE USED WITHIN WIND 10. THIS FLORIDA APPROVAL DOCUMENTS PREPARED BY THE ENGINEER OF RECORD IS GENERIC AND DOES NOT PROVIDE `\ P, 'tN 8F^•�F(c A 030d0303y I I 2oNE 4(140mpn OR HroHER) INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. WHERE THE SITE CONDITIONS DFOAT£FROM THE FLORIDA APPROVAL DOCUMENTS. 'Olt., 1` •,��''Wi V --;11 m AND HOST BE DESIGN BY CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCMSE AND INSTALLAnON INCLUDING LIFE SAFETY OF THIS PRODUCT, f 60 I eNr,'INFfR BASFO ON THIS FLORIDA APPROVAL DOCUMENTS PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. • 1 ((�• (a OR THIS FLORIDA APPROVAL DOCUMENTS WILL Of CONSIDERED INVALID IF ALTERED BY ANY MEANS. 1 • T ep1 (NA) SITE SPECIFIC PRQ)ECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE �!��it�• F ROP.• (SEE scwou E) ENGINEER OF RECORD(E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE FLORIDA t APPROVAL DOCUMENTS ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE FLORIDA APPROVAL DOCUMENTS /// Al- \\\ TYPICAL MULTIPLE UNIT ELEVATION ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. S AL WN NOTE: SEC SHEETS 2, J k 4 FOR COMPONENTS NOM£NCIATURf THIS FLORIDA APPROVAL DOCUMENTS SHALL BEAR THE GATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER DATE: 09-19-2017 NOTES: OF RECORD THAT PREPARED IT F.B.C. 11. THESE FLORIDA APPROVAL DOCUMENTS IN COMPLY WITH CHAPTER 61015-36 OF THE FLORIDA AOMINISTRATION CODE, Non Hlgn Velocity Hurrlcone Zone, O) SEE SECTIONS ON SMEF7S 6 k 8 12, AN ORIGINAL SIGNED AND SCALED COMPANY LETTER FROM ROLLINC5Wflo INC. 1S REOU/RfD, PROVING THAT THE 40mm, 55mm o k 60mm END RETAINER ROLL-DOWN SHUTTER WAS PURCHASED FROM THFM IN ORDER FOR THIS NOA TO BE VALID ON ANY JOB. DWG No: Q8-201 2 NOT FOR USE WITHIN HIGH VELOCITY HURRICANE ZONE SHEET 1 OF 8 s --`.,w _ h .J 04J• •� -1.50" Ar+ — Q ^ R 015" (j �`�/ Nc $ ' 1�'� DRQ q Z0�1� O� H � "�,_t_RhCdi AOL ?J FRONI VIEW A-A /SOM£7R s 0[NJ" - itiJ O O 2 i k AO TYPE 1 SLT• OB TYPE 2 SLaT• C NYLON END R£TA/NER CAP EXTRUDED ALUM/NUM 3/DE RAIL TYPE T COMPONEN T 40mm SLAT EXTRUDED ALUM/NUM ONE AT£ACM END Of fvfRY OrHE'R Z BOTTOM 40mm SLAT SIAL EACH FASTENED W/rH TWO Ne, EXTRUDED ALUMINUM FOR 40mm Pic B BY 1 y"PAN HEAD S.D.S FOR 40mm SLAT J WY aAr �I 50. R2.521' v� '^ 4R0' R2.IBI" 60 y", h 70 C e llf - I .043- 1.Q _- � gip .L50'.430: .7 - 410 q Vf J0' p 3 T � ti t2' .�`524.'__.-____ .97 '_ ■ �aas t __ 4U? x.940' N COMPONE •m 3 N�'S �\ TYPE sL9T T ■'` t"� V © TYPE ; SLAT; Q SIDE RAIL TYPE 2 EXTRUDED ALUMINUM EXTRUDED ALUMINUM Q SIDE RAIL TYPE i 55mm SLAT BOTTOM 35mm SLAT EXTRUDED ALUMINUM EXTRUDED ALUMINUM FOR 55mm u� SIDE RAIL 35mm SLAT SIDE RAIL 55mm SUT AF-0- BJ" xrise••.450F 6 O _ � N-_YLON END RETAINER CAP Y. h 1W0 NYLON RETAINER CLIPS FORMING R Iyy_ O 0 ONE PIECE. ONE AT ECH ENO OF EVERY R?Ob y- r aj O{ OTHER SUT, EACH FASTENED WITH TWO w k No. 0 SY 2"PAN HEAD SOS U94 FOR 35MM SLAT DATE: 09-19-2017 _Ge A FRONT o VIEW A-A BACK Z u F.S.C. B - 4 Non HIpA Vir/oe/fy HuMoana Zons, NOT OR USE WITHIN HIGH VELOCITY HURRICANE ZONE FRONT Y(EW B-B DWG No: 08-2012 SHEET 2 0F 8 402 Pt Eli- F ck: _043' c) or, C).14 Q v) NYLON END RETAINER CAP COMPONENT '15NC AT CAM IND Of LVERY OFIV? 5tAl, TYPE 5 SLA TYPE 6 MA FA01 FAS311WO WITH TWO No 8 OY 2 Y,- UYTRUOM ALUM/NUM F UVVI)ALUMINUM PAN HEAD SAS FOR 60mm .LAT 60 SLA t FOR 60MM SLAf 1/0, 770" Ir T, 570 .120 126'.j9z Wd 120 H 48 111 L C, Af 115 .050- 11 .950' 100" (0) SIDE RAIL TYPE 4 (0 SIDE RAIL TYPE-5 SIDE RAIL ME 6 FXtRUVfV ALUMINUM tXf&fA?Fl)A10MIN044 EXrRUnFr)ALPAPNIJA4 r()R 60— SLAT fOR 50mrn sw FOR 60rnm SIAL %L B.0. TUBE 01, 02 w z 0 !25AL A$ SHOWN - DATE: 09-19-2017 F.B.C. Non High V*lacify Hunicone Zone, 9.0 TUBE DWG No: 08-2012 SHEET 3 OF 8 NOT FOR USE WITHIN HIGH VELOCITY HURRICANE ZONE] EXTRUDED ALUMINUM 1/8"ALUM. POP RIVETSLu N Z a � 0.040 ALUM. HOOD ROLL FORM BACK SIDE i/ \_ SEC NUMBER OF Uj n SCREWS BA:;EU ON BRACKET rYPIQ W ry / GEAR PLATE OR -�. - 2 W 8�� C' 1/0"ALUM, POP RIVETS �% / MOTOR BRACKET I O 3 -,d C) o9 71 E 6 �x 2 rc / SIDE RAIL Coy \4 SHUTTER COVER E E n . STEEL OR ALUM. TUBE WALL INSTALLATION _- --- �-� aaJUSIAME OR END CAP SYSTEM FOR 40mm. 55mm & 60m ,p0f BEARING PLATE ��. �"-• BRACKET SYSTEM �. �. OR IDLER SUPPORT �. ■ G t UP TO 100 LBS SHUTTER WEIGHT 'W(i /^ MIN. 2 ANCHORS 1/410 x 1 3/4" CAST SIDE CAP B, x 1 . CON / ° ° TAPCON OR J S.D.S. 1/4"0 x I" 10'OR 12" EXISTING POURED ANCHORS O 1 .C. CONCRETE REO'D. ILLAN 4- SIDE RAIL `��� .,Na '•, ' % n UP TO 200 LBS SHUTTER WEIGHT - - ° MIN. J ANCHORS 5/1610 x 2 1/4" / 10+r'/i"S.M.S. TAPCON OR 4 S.D.S. 1/410 x 1" ' 4 £XIS ING POURED 1 HOOD ANGLE CONCRErE CONCRETE 018"O.C. L BLOC WALL RE0Y). HOOD ANGLE "0 x 1 -Yi" TAPCON 11 OA14.S.M ANCHORS O 18'O.C. Ole'O.C. ° UP TO 330 LBS SHUTTER WEIGHT -(.At.0 q5 MOWN MIN. 4 ANCHORS 5/161e x 2 1/4' DATE: 09-'9-2017 WALL HOOD C I ING H ° TAPCON OR 6 S.D.S. 1/410 x 1' F.B.C. ATTACHMENT T T n Non High VOIOCJIy Hun(C°n0 Zont DWG No 08-2012 NOT FOR USE WITHIN HIGH VELOCITY HURRICANE ZONE STOM H00 _ACPIMENT DETAIL SHEET 4 OF 8 W m QQc o Z O LLJ n J N♦ryhry EQ Fa rp vc G `m �^1 � 71� oto o g g Q �I II ' I • . PI aN-t MOTORIZED ROLL-UP SHUTTER SYSTEM HAND CRANK ROLL-UP SHUTTER SYSTE It Q; �� ``V LLA, ALTERNATE ROLL—UP SHUTTER LIFTING S \�.�o�e► "Nzz Jim *: y s+ , 10P. fc\��N ;CAII N DATE: 09-19-2017 F.B.C. Nur. High Velocity HurriCons Zonc. DWG No: 08-2012 NOT FOR USE WITHIN HIGH VELOCITY HURRICANE ZONE SHEET 5 OF 8 POURED CONCRETE . OR CONCRETE MRS (SEF SCHELXAF) OLOCK W/PILL //..� sCNFDUIC) CEUS RTOO. - I/.- ® ©OR @"r � `� m - - -MM. � Q ( ANCMRs � POURED coNCRETr - MULLION fr Ca to I (SEE SCHEDULE)" OR CONCRETE HOCK (5££NOFE ON Q" ". 1 L t �1 W/FAL CEUS REo'D. SMECT 1 Or 6J q L�LI O N E.D• r - "r"- (2)/IMJ/I'Su.S. •6•o.c. LLI J h �\\�i\\\ OR .OAC.'s u s. L m c�5 OJ 0�7 L -- .. Fo ro /e•COW. OR ls` -- - -.—L,--,�� mh' =C a -- 7 t _ _ I AND" f °73� d L s -- ANGLE v I f o c. ." •• [O•••.ro to ••-ro T-_ sus a e ac. ro sRx RNL Lu—ev �,.-_' E //��]J�J I •� POURED CONCRETE y ©R V O�® 06LRoCONCRETE.PhiTLL C, REoo © OR 01 SECTION A-A WALL MOUNT SECTION A-A: INSIDE MOUNT TION B-B: BUILD-OUT MOUNT SECTION C-C: MULLION MOUNT FACE MOUNT £ RAIL ANCHOR__5CHEDULE_MAX/MUM ULTIMATE DE^SIGN�^\PRESSURE RAT/N�'W�' (n_s.f.) AND CORRESPONDfNa MAXIMULN ANCHOR SPACING (ID) * FOR SIDE RAILS Z (I) (J) �1�&(a)CONNECTIONS TO CONCRETE BLOCK OR POURED CONCRETE (USE NEGATIVE PRESSURE VALUES AS PER ASCE 7-10 rXEa4 ilst plY MAXIMUM uLMATE SIDE RAIL .. SIDE RAILQ �/v- SIDE RAIL OLr /•` K_= SIDE RAIL©[U.LaurKw4 Par rw ra SIDE RAIL OnorL`K"LFNr � SIDE w>n„nRAIL DESIGN LOAD `W" I a®ar LIiISDCJEIWMNrI%SIM m'w—aSR MeLOSUWB,,Wmm FCIUW IfA ' FD - IiLAD- WALL SIDIRPI AMOUNT MWM T AMLL LIOI.WT MOUNT MDUN�T WKL MOUM Md MT WONT r W4 t'C"''i MOUNT 1,mw IpIM7 MOND MALL MOLWr MOUNTT ` r0 r11 V Irl 50 OR LESS 6' 6• 6' 6- 6' 6" 6' 6" 6" 6" 6- 6' 6' 6- 6' 6" 6' 6" ■ Or N 1 1 >50 TO 116 6' 6' 6' 6" �$ i_lo 6" 8' 6' 6" 6' 6" ■ t:TO 116 6" 6' � >IIQ TO 266 - ._ - - >166 - - - - - - 6" 6' 6` 6' 6" 6' 6' QI W Ci w • SEE SHEET 7 OF B TO OBTAIN ALLOWABLE WIND PRESSURE -MULLION MAXIMUM ANCHOR SPACING FOR TAPCON, MAXI-SET ). �R /rR..1/A'S.M.S. ®R(� ®',�y, sSEErSEE No O£rr N \\\\\ VILLAA1 TAPCONS OR CRETE-FLEX 554 ARE VALID FOR S 1/2" OR j •f-Oa OR (� pENag EDGE DISTANCE. FOR EDGE DISTANCE LESS THAN 3 _ — - —�--- -- �� •� 1/2 REDUCE ANCHOR SPACING BY MULTIPLYING � - ^ �' W SPACING GIVEN ON SCHEDULE BY THE BELLOW /r..!/.'SM.S �: 2 W FACTORS. THE MINIMUM AuCMOR CPACING FOR t •e'D.C. _*I ,y. g<. AXI CET TAPCONS OR CRETE-FLEX SS4 IS r.--'�- _ _ -- --� . 1 . N ." 3 O.C. --T NF�F UMavnlINUM'Carl. A - 0 UMINLI6'ANGLE CMI. _ pR 4�1 i •.' `v EXISTING E. D. FACTOR <wAvw[ -� � ��� �•OR�OP�'L`�� 90 ro 1/2' 75 /14 3/4's.Ms. .,_ t .-1 ---- .50 - DATE: 09-19-2017 7" MULLION ®• 11aC��/w F.B.C. (SEE'Orr ON SHEET I or 6) OR(L �Il VJ SECTION C-C: MULLION A40UNT Non High Velordy NUnlcona lone (INSIDE MOUNT) SECTION C-C: MULLION MOUNT (FACE MOUNT) DWG No: 08-2012 NOT FOR US£ WITHIN HIGH VELOCITY HURRICANE ZONE SHEET 6 OF 8 W o P MAXIMUM NEGATIVE ULTIMATE DESIGN WIND K PRESSURE RATING "W" (2.g./.) AND CORRESPONDING 2 MAXIMUM SLAT SPAN L" FOR 40mm. 55mm & O W v R R SOmm SLATS W o (use New rlW P*MLIRE VALUES AS PER ASCE 7-10) E g g SLAT ryPC DESIGN L/L AD ' LAr"4XIMUMSPA MINIMUM NOTE. TO OBTAIN ALLOWABLE g�. DfSICN LOAO 'W' SEPAR1170N lv41) SUT SPAN r0 Cu55 ('n) PRL:.SUR£ MULTIPLY THE ULTIMATE WIND PRESSURE BY 0.6 FACTOR O ; 40- 108.0 OR LESS 10'-6" 10.00 -id Q p 2 35mm .. 116.0 OR, t9'-J S}' 17.03 C JLYi Y 6anm 66 OR LESS 10-3b. 10.13 `C O 60mm 73.0 181- 8' 13.67 to k 60mm 85.0 IB'- ?' 13.93 60mm 91.0 /l' B" 14.67 [= Q 607m 100.0 17'-2- 13,93 l Cr 60mm 105,0--- 161-B" 13.IJ - 60mm 116.0 /8'- 4- 15.07 60mm �113.0 t1'-a' ~0?.93 60mm 133.0 13'-B' 19.73 60mm 141.0 15'- 4' 19.45 60mm 130.0 -e /2.IJ 60mm 156.0 - 60mm 166.0 14'-- 4' 11.30 60mm 175.0 14'-O' 10.85 U e� 60mm 183.0 IJ'- 0" 10.37 60mm 191.0 1,Y- 4' 0.84 wmm 200.0 13'- 0' 9.32 b 0anm 2000 12'-B' 0.79 C�H 60mm 218.0 12'- 5' 8.47 IOU- L SIX RAIL � RAIL \\\�� ILLAA. a \ �\Off.%• �� Sur *: Saw SLAT SPAN s OA� pP. 1111i /ON AL N DATE: 09-19-2017 F.S.C. Non H/yn Volx;ty HumCent Zone, DWG No: 08-2012 NOT FOR USE WITHIN HIGH VELOCITY HURRICANE ZONE SHEET 7 OF 8 n Qr o .wcu.w//�•rrKs o� � g a•or R.'rl � fry r 2� C- Q)O r'.g•�'f.Mrr�yiwnenr ,n�c'rwws o n'uc�vi r,rl oY Q wCP a`e'irro�c.v � I OR � O V• rxiar--' (KE hoz lW i m UON Y1 (stt wre cw ver* ar a Wit art -14 "� r1r11ie1Cpl.ir(W MKI( KA 141'mrs a ry 0.G VILIq jE GcrlydPr"tw+w+iM * i+ *; W •0 WALL MOUNTING MULLION FLQULLIONI 1 NG M TI UNG CONNFCTION AT TOP & BOTTOM ll/ll 1111 ,:A. AS SHOWN DATE: 09-19-2017 F.B.C. Non High Velocity Hunicone Ionv, DWG No: 08-2012 NOT FOR USE WITHIN HIGH VELOCITY HURRICANE ZONE SHEET 8 OF 8