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HomeMy WebLinkAboutProduct Approval MIAMI-D� M NUAIViI-DARE COUNT m PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)3I5-2599 NOTICE SOF ACCEPTANCE QN0A) www.miamidadegov/economy RoI ingshield,.Inc. 9875 N.W.79th Avenue Hialeah Gardens,Florida 33016 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The'doeumentation 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 MOA 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 A IJ 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. 0 1-12(RS 1-06),titled"RS-I High Velocity Shutter System",sheets I through 9 of 9,&2A of 9,prepared by V.M. Engineering, last revision#5 dated April 22,2015, signed and sealed by Morgan Villanueva,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: ]Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state:,the following statement: ".Miami-Dade County Product Control Approved",and MOA number,per TAS201,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 4I5-0505.41 and consists of this page 1,evidence submitted pages E-1,E-2,E-3,E4& E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A.Makar,P.E.,M.S. /rf NOA No. 16-0725.01 MIAM�ulv7Y . �l � ta- Expiration !Date:01/19/2022 ... Approval Date:09/1512016 Mage I RoHingshield.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#06-0822.03 A. DRAWINGS 1. Drawing No. 06-003RSI, titled ".RS-1 High Velocity Shutter System sheets I through 9 of 9,prepared by V M Engineering, dated July 05, 2006, last revision #1 dated November 25, 2006, signed and sealed by Morgan Villanueva, P.K B. TESTS 1. See Association's generic approval under 06-1826 C. CALCULATIONS: 1. See Association's generic approval tinder 06-1826 D. QUALITY CONTROL 1. Ay Miami Dade County'Building Code Compliance Office. E. MATERIAL CERTIFICATION: 1. See association's generic approval tinder 06-1826. F. STATEMENTS 1. Release letter issued by National Shutter Association, dated October 19, 200�' certifying this product to meet the criteria ofproduct tested and approved, and allowing Rollingshield, Inc. to use the test results approved under Miami-Dade County Approval No. 06-1826, signed by Jose Delgado. 2. Acknowledgment letter by Rollingshield, Inc., dated October 27, 2006, signed by Jose Delgado. 3. Letter issued by V M Engineering, dated October 19, 2006, certifying that the drawing(No. 06-003RSI)prepared jbr 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#07-0206.03 A. DRAWINGS 1. Drawing No. 06-003AS1, titled "RS-1 High Velocity Shutter System'; sheets I thru. 9 of 9, &2A of 9,prepared 0 V M. Engineering, dated 0710512006, last revision 92 dated 11/10/2006, signed and sealed by Morgan Villanueva, P.E. on 02102107 Z5--41elmy A.Makar,P.E.,M.S. Product Control Section Supervisor NOA No.16-0725.01 Expiration Date:01/19/2022 09/1512016 Approval Date. RolUngs4ield.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS 1. See Association's generic approval tinder 06-2372 C. CALCULATIONS: 1. See Association's generic approval under 06-2372. D. QUALITY CONTROL L By Miami-Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATION: 1. See Association's generic approval under 06-2372. F. r Sr ATEMENTS 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 Miatni-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. 06-003M)prepared, or Rollingshield Inc., signed and sealed by Morgan Villanueva, RE is engineering wise identical to National Shutter Association generic drawing(No. 06-004RSI), revision #2. 4. Acceptance Letter issued to Mr, Jose Delgado on December 09. 2006 and returned signed by Mr. Jose Delgado on December 1.1, 2006, indicating to please issue the proposed Notice of Acceptance as submitted and reviewed . 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#09-0604.13 A. 'DIIAWINGS I. Drawing No. 09-008RSI, titled "RS-1 High Velocity Shutter System j'*, 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 0512 71W B. TESTS 1. See Association's generic approval under 09-0830. C. CALCULATIONS: 1. See Association's generic approval under 09-0830. Wejmy 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 Rollin shield,Inc, NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY CONTROL I. By Miami-Dade County Building Code Compliance Of ftce. 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 M Engineering, dated May 21, 200.9, certifying that the drawing (No. 09-008,RSI)prepared for Rollingshield, Inc... signed and sealed by Morgan Villanueva, A E. is engineering wise identical to National Shutter Association generic drawing(No. 09-016M), dated Afay 29, 2009. 4. E'71DENCE SUBMITTED UNDER PREVIOUS APPROVAL#11-1227.0.4 A. DRAWINGS L Drawing No. 12-2011(RSI-06), titled "RS-1 High Velocity Shutter*System sheets I through 9 of 9, & 2A of 9,prepared by V M Engineering, dated 1212612011, last revision#4 dated 1212612011, signed and sealed by Morgan JIfflanueva, P.E. B. TESTS 1. See Association's generic approval under 12-0074. C. CALCULATIONS: 1, See Association's generic approval under 12-0074. W QUALITY CONTROL 1. ByAfiami-Dade County Department qfPermitting, Environment, and Regulatory Affairs (PERA). E. MAXERL4L CERTIFICATION: 1. See Association's generic approval under 12-0074. AWwfiy A.Makar,P.E.,M;S. S. Product Control Section Supervisor NOA No.16-0725.01 Expiration Date:01/19/2022 Approval Date:09/15/2016 F-3 RoWngslhield,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 January 13, 2012, signed by Mr. .Tose Delgado. 3. Letter issued by V M. Engineering, dated January 13, 2012, certifying that the drawing(No. 17-2011(RS1-06)prepared for Rollingshield Inc., signed and sealed by Morgan Villanueva, P.E is engineering wise identical to National Shutter Association generic drawing. 5. E"6'']CDENCE SUBMITTED UNDER.PREVIOUS APPROVAL#15-0505.01 A. DRAWINGS 1. Drawing No. 01-12 (RSI-06), titled "RS-1 High Velocity Shutter System", sheets I through 9 of 9, &2a of 9,prepared by V M. Engineering, last revision 95 dated April 22, 2015, signed and settled by Morgan Villanueva, P.E. B. TESTS 1. None. C. CALCULATIONS: 1. Alone. D. QUALITY CONTROL 1. By Abami-Dade County Department ofRegulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION: 1. .None. F. OTHERS 1. Florida Building Code, 2014 Edition, compliance letter,prepared by V M. .Engineering, dated May 12, 2015, signed and sealed by Morgan Villanueva, RE. my A.Makar,P.E.,M.S. Product Control Section Supervisor NOA No.16-0725.01 Expiration Date:01/1912022 Approval Date:09115/201.6 E-4 Rolling,hield,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS: I. None. D. QUALITY CONTROL 1. By Miami-Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION. I. None. F. OTHERS 1. Florida Building Code, 2014 Edition, compliance letter,prepared by V M Engineering, dated July 19, 2016, signed and sealed by Morgan Villanueva, P.E. &-,Welmy 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 GENERAL NOTES: I.THIS.SHUTTER ACCORDION"RS-1"HAS BEEN VERIFIED IN ACCORDANCE WITH SECTIONS 1609 OF THE 7.CONTRACTOR SHALL VERIFY THE EXISTING CONDITIONS OF THE OPENINGS WHERE SHUTTER WILL BE 5 i FLORIDA BUILDING CODE EDITION 2014, AS PER TAS 201-94, TAS 202-94 & TAS 203-94 OF THE TEST INSTALLED TO INSURE APPROPRIATE INSTALLATION. PROTOCOLS FOR HIGH—VELOCITY HURRICANES ZONES,AND AS PER AMERICAN TESTING LABORATORY WITH THE ci ^ TEST NO.4986. CONTRACTOR SHALL BE RESPONSIBLE FOR: z THE DESIGN LOADS COMPLY WITH SECTION 1620 OF THE FLORIDA BUILDING CODE EDITION 2014, THE WIND —VERIFY THE EXISTING CONDITIONS OF THE STRUCTURE WHERE SHUTTER WILL BE INSTALLED TO PREVENT zj 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. _ �� FBC 20.14 EDITION (ALLOWABLE SERVICE DESIGN),TO OBTAIN THE EQUIVALENT ULTIMATE WIND PRESSURES, —SEAL ALL SHUTTER TRACKS COMPONENTS ALL.AROUND EDGES IN CONTACT WITH THE STRUCTURE TO N 4�K ¢ ¢p DIVIDE THE WIND PRESSURES SHOWN IN THE TABLES ON SHEETS(6 OF 9) AND (7 OF 9) OF THISPREVENT ANY DAMAGE DUE 70 WIND AND RAIN j=_ l a >< n DOCUMENT 13Y 0.6 FACTOR (ULTIMATE FACTOR DESIGN). IN ORDER TO VERIFY 11iAT ANCHORS ON THIS —SELECT THE PROPER TYPE OF INSTALLATION TO PROVIDE APPROPRIATE WORK INCLUDING LIFE SAFETY OF �0 0� 4 PRODUCT APPROVAL DOCUMENTS,AS TESTED,WERE NOT OVERSTRESSED,A 339 INCREASE IN ALLOWABLE THIS PRODUCT, STRESS FOR WIND LOADS WAS NOT USED IN THBR ANALYSIS,AND IN THE LABORATORY THE TEST LOAD WAS —IF IN ANY CASE CONTRACTOR NEEDS TO MADE ANY MODIFICATION HE/SHE SHOULD COMMUNICATE 0 1 50% MORE OF DESIGN LOAD. IMMEDIATELY TO ENGINEER OF RECORD BEFORE ANY ACTION. THE RS-1 ALUMINUM ACCORDION HIGH VELOCITY SHUTTER SYSTEM 15 ADEQUATE FOR IMPACT AND FATIGUE RESISTANCE AS SHOWN IN THE TEST RESULTS FROM LABORATORY. B.A LABEL SHALL BE PLACED FOR EVERY OPENING BY THE MANUFACTURER ANO SHALL BE EXPOSED ON AND LAST BUT NOT LESS,THE RS-1 ALUMINA ACCORDION HIGH VELOCITY SHUTTER SYSTEM MAY BE 'WE CENTERMATE, COMPONENT 2 OR 3. INSTALLED AT HIGH VELOCITY HURRICANE ZONES (H.V.H.Z.)" VSEL SHALL READ: RS-1 ALUMINUM ACCORDION. 2.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063-115 ALLOY AND TEMPER,WITH ROL.LINGSHIELD INC. Fy m 25.0 kat MINIMUM (UNLESS OTHERWISE NOTED), MM, FLORIDA MIAMI—DARE COUNTY PRODUCT CONTROL APPROVED. 3. SCREWS SHALL BE: 9.THE INSTALLATION OF THIS RS-1 ALUMINUM ACCORDION HIGH VELOCITY SHUTTER SYSTEM SHALL COMPLY AISI SERIES 304 OR 316 STAINLESS STEEL, Fy=35kai MIN. WITH THE SPECIFICATIONS INDICATED IN THIS ORAWING PLUS ANY BUILDING AND ZONING REGULATIONS — CARBON STEEL CORROSION RESISTANT AS PER DIN 50018, Fy-501aei. PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED M. 4, BOLTS SHALL BE: 10.THIS PRODUCT APPROVAL DOCUMENTS WILL BE VALID ONLY WHEN IT MEETS THE FOLLOWING TERMS: —T4-2024 07 GA VM ALLOY AND TEMPER, ul 18ks1 61N. —PLANS SHALL BE SIGNED & SEALED BY THE ENGINEER OF RECORD. —ASTM SERIES GALVANIZED STEEL, FyFy S5kl —NO MODIFICATIONS AND/OR ALTERATIONS MAY BE MADE BY ANY MEANS. Ls —A151 SERIES J04 STAILFSS STEEL Fy=35k:i lAIN. ®1 o h 7 7.THIS PRODUCT APPROVAL DOCUMENTS WAS N07 PREPARED FOR A SPECIFIC SITE. 5. ANCHORS TO WALL SHALL 8E AS FOLLOWS: pLK:L7l7C'.'RF_iic i`QD c�9°VV (5.1) TO EXISTING POURED CONCRETE! (Mln. 1'c - 3 kel) ascomplyng 1pcf!aido — 1/4"0 TAPCON ANCHORS AND 1/4°0 MAXI—SET TAPCON,AS MANUFACTURED BY I.T.W. RAMSEI/ RED HEAD. Buildirg:.bd: r D C N I — 1/4`0 CRETE—FLEX SS4 ANCHORS,AS MANUFACTURED BY ELCO TEXTRON. A.carruxr�;a��0'JZ.S,(7J d n 1/4"0 x 7/8" CALK—IN ANCHORS AS MANUFACTURED BY ALL POWERS FASTENERSNN. oZ -6 NOTES:5.1.1 MINIMUM EMBEDMINTO POURED CONCRETE OF TAPCON ANCHORS IS 1 3/4'. Iirm1D 5.1.2; TM MINIMUM EMBEDMENT OF 1/4"M CALK—IN ANCHORS SHALL BE 7/8" INTO THE POURED CONCRETE. 1 3 5 8 7 \�\\\\ 1LUty NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4"0-20 SS.MACHINE SCREW USED TOGETHER WITH ® 'N:..,�('•"' 1/4.0 CALK—IN ANCHORS, to t2 Is 17 i9 2 /zZ 5 A( ,; &�2 OR zL� U/ �1 5.2) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR MY VENEER BE FOUND ON i THE EXISTING WALL OR FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON NOTES 5.1.1) & 5.1.2)ABOVE, _(110 4 OR (5,3) TO EOSTING CONCRETE BLOCK WALL• ®OR I Or '1"— 1/4"0 TAPCON ANCHORS AND 1/4"0 MAXI—SET 7APCON,AS MANUfACTUREO BY I.T.W. fY+MSET/REO HEAD. Z + :;rQ •Q��QQ:� 1/4"¢ CRETE—FLET(554 ANCHORS.AS MANUFACTURED 8Y ELCO TEXTRON. \ — 1/4"0 x 7/8" CALK—IN ANCHORS AS MANUFACTURED BY ALL POWERS FASTENERS ¢ OOCI� NOTES: If 7 5,9,1 MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON&WEDGE-80LT ANCHORS,IS 1 1/4". W z c E 'PRODUCTRGVI9DD B,9,R MINIMUM EMBEDMENT OF 1/4.0 CALK-1N ANCHORS SHALL BE 7/8" INTO THE POURED CONCRETE. p u escnmply ngµilhlha Flortdn U NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4"0-20 S.S. MACHINE SCREW USED TOGETHER WITH O 1/4"0 CALK—IN ANCHORS, :r 8u-m o n D ballai S=110 CaQa Ac cNol�-o5 01ci 7.D) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON Non Daio T� THE EXISTING WALL OR FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MNN STRUCTURE BEHIND N SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES 5.4.1) & 5.4.2)ABOVE F O Mlbnlrol (5.6) ANCHORS SHALL BE INSTALCLL EO FOLLOWING ALL OF THE RECOMMENDATIONS ANO SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. G (5.7) SEE SCHEDULE BELOW FOR EDGE DISTANCE (E.D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS ON SCALE: SHEET 7 OF 9. T �''} DATE: 4-2Z-2015 6 MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INs7a11.AT'1PN, (SFE gL7Er?uarNE_ y0rc8 ©,�,�,'F'..,�_L,!OR �' ON SHEET'0 N 9). ��� c �� &+"A 1 1 t OR (High Velocity Hurricone Zone) — FLOOR SHEE MOUNTING INSTALLATION SHALL.DE REMOVABLE WHEN PERFORMED ADJACENi TO AN OPERABLE EXIT TYPICAL 11 14 16 1B 27 OR ENTRANCE SHUTTER ELEVATION DWG No:01-12 (RST—Ds) TYP roe/wrom SHEET 1 OF 9 .074' r • 3 . .500 On ;� _ A d.5t5N n m .ILC. � R RR a 8 Q MAL FEMALE GLAD£ MAL£ C jTERj��E BLADE FES G£NT£Rr'}fATE BLADE' (f80' mAL£ STARTER �x s . �` 0' #� 015c � rJ75- d75 • t —075' J ala �• f � �T��� f ��'��a y � HEAC)ER?WALL MOUNTg8.4. HEADER ALL MOUNT. CEILING HEADER MOUNT. 8 FLQOR SILL �a v. ry � u �3 r .. 3.700* r-MIN. r.-r-r.. >- PR!T�...NV�••C tvrg:viih Cht fl.ri:a J s' .d __ L'sc3ds:Crit r P .G� ��`,,` �� 1�(�l✓ Arm.fL-�v'kin I L7::c dz Z. \\\ 99•`�•• 0 oxs` By + c r acct Cu 5'U­AS APPLICAULF 7*Afax AF APPLICAMr L V f 1 STARS ANGLE f2 ALUMINUM B.O. ANGLE tlljj1�111t� 1O.TNRESNOLD T1cACk 14 ALUMINUM B.O ANGLE 9 ADJUSTABLE FDOR 5lLL ADAPTOR z .. as tummplying AVh(ho Floddu AuiidingCodc .043' e•+' ...-.s�.2.1 ^ O >` - P j tQ JX" t?a" 277' py " \ yf' - `c sf D tadstKt Canliat • .d9• .076• 033^ .062MiatJ " ! • _�. c 080` rl' t.000" 1� �jr3F" .OxO' II SCALE- 7) sMa _ �....._1 DATE: 4-•22-2015 I S.sd6^ I 7 ADJUSTAF3L FLOO (High Velcclty Hurricane zone) 15 CEILING HEADER FLOOR SILL ADAPTOR W / LlP �`- � � WG No:01-12 (RS1-06} 2i WALL HEADER sHEer 2 of s .1000-MAX' MW FAN¢ /rs'-to S9.M.S. 1 (2)NOL ort - ------ '� J/r6' ALUM. Y 16 = J/16'POP RIVEM AS SHOWN a n a a ° k &b lige IA„STJC KNOB I. s ` Z000-w ( 0 NICKEL Pl y k I HocE 4 rd: asu cost LOCK BCITTQM it I ZF $ SFE NOTE GROW III # , 619 LOCKING f'!N R � � i Y•1'N1n.TDR UP - E L`'NcrhS. Q (I aNti FLR ShNJRER BLiC[ttNG)HS GREiTER MAY e=0• S F 1 9YYRCSSE t�37(UfrER&.'OS'S BLf7YG7M F9717 EYFY G' � ¢'P,� I EXISITNG GLASS µ Mcv.sEPAmnom110 (SE SCHHMUtE I I 3 OH SHEET 6 TAPCGN ANCHORS vr/ I j i .N. •.l!t�d z$o. IV MW. EMBEDMENT INTO j ^� .! �.• � CONCRETE 0 4. O.C.O. I Il• MAX., J'0 CRETE FLEX ` .< ANCHORS {Y/ I"111N, NEW j"THICKNESS x 6" � v *i EMBEDMENT INTO CONCRETE CONT, (606s-T6 ALLOY& ` z5o" 2Z I 0 6"O,C. MAX OR}" TEMPER)ALUM. PLATE1t 0 CALK-IN ANCHORS WJ MIM EMBEDMENT INTO Soo' MALgZ8MALE 6LAOE DETAIL OF CLEAR PANEL LOCATION CONCRETE AT4"o.0 MAX � J'rrnnttttti� � OR PRODUMMVISED O CL _ mcomNplyingWith the Flood., U aiAXiMUM NUM&ER OF EAR PANELS PER SHUTtER d' a. °y a 7 AuiteCao a5 n o MUST NOT EXCEEDED FOUR4 PER ACCORDION AND a [!T 1 LOCATEO TWO AT EACH SIDE OF THE CENTERMATES s t<, ti I zpi tcaDme IT,© STARTED AT MIRD BLADE AFTER THE CENTERMATES ^' 4:• I A. z5oo" ° ii,^.UCTR hE.i�'i> Rg AND THE SECOND ONE FOURTH BLADE AFTER, TYPICAL c rs« dy[ns}rc.....F,o-.ca pifymt D raduct Coaemt AT EACH SIDE OF THE SHUTTER. 9uilding u d 1/4"0-20 S.S. Ace-et+tanix Nn,�' Q Sp� �, a 4 a ` W/NUT do WASHER " �u^Qxf I ZcZ2 <.. .4 as .,ac. OR jf4x 3/4" � � CAL CLEAR PANEL SHALL. BE LEXAN RESIN;103-112 POURED S, SCABIF 45"O.0 a duc Ceno-o GATE; h-22 2015 (UV STA8ILIZED1 OR ECUIVALENT COMPARABLE TO CONCRETE APPLICABLE_ -R.�• G.F. LEXAN POLYMER SHEET A4O_.34, REOUiRED (Nigh velocity Hurricane Zone) THERMOPLASTIC POLYMER TENSILE STRENGTH TYPICAL CONNECTION WITH ALUMINUM PLATE Fy-8.9ksi, Fb=12.9ksr, £=328,7ksi DWG NO:01-12 (R$1-06} 1 (ONLY FOR MN—DOW SIL) SHEET 2A of s t POURED EDGE Oi' POURED CONCRETE ANCHORS £OF EtIGE OF CONCRETE CONCRETE ANCHORS CONCRETE tF (�N�E CONCRETE tF REQUIRED i APPUCAHLE REOV9iE0 (SEE SCHEDULE ON SHEET 7) � AB� p Pt1CJet.F (EEE SCftEDtllE ON SKEET t) KIM •STI:' - E.D: . a.. EOCS OF R w-� B (s E In E.D.S -SHEEYY7 ' ' .SEE SHEET 71.- CON`RUc BLE a 'q F a � ypa ED 111 1 /t Cc i I l l� £%ISRHG ! FJG LASS 1 1 II;' CLA5S� ec i,yl C1A55� 1"1 �d Ile. 1W MIN.�SFY�ON a i MtNTOEF�DN U } (SEE SCHEDULE 1ti 1 w . '(SEE SCHIEWLE 64"N ON SHEET 6) i ` 1 ( ON SHEET D) i i rn 1 III i I 1 $m 1� C lLlNG FADER MOUNTING INSTALLATION 3Q �EILtNG HEADER MOUNTING INSTALLATION i c a MI O. TION (SEE SCHEDULE I �rd �•+.� ON SHEET S) I I Bf H fv t!l I MIN.SEPARATION TO GLASS , GLASS ALTERNATE (i i I �I d 1' � `•,� (SEE SCHEDULE I ❑❑ i i ISO \ LOCATION Ef ON SHEET S) i u j ° \5 I 1 16 I r' IN. �' '$ 6"S.S.S.DS. POURED ril. POURED ® f4 O.C.CONCRETE i t4v/4'S.S.S.D.S. � ONCRETE JAINREQUIRED '_ t4REQUIRED O t2'Q.C. JJ ..• E.ft 14 `EtS. 0. ,E0, -S ;./` a°' -- t�Z g PRODCICT&bYfSED t ' 4- .•ED.' E'SHFk1'7= ° E.O.SEE SHEET 7 °, E.O.SEE SNEE?_7 as mcnpi}iag wil7slho rtotida U E,O.SEE'SHEE7 7 EDC£OF EDGE OF --- '—i��— is 'd E:7f,E OF suading Cale 41 yUg P' v StAO IF , STAB IF V AcecptmecNolS O .D10 APPU0.CADLE IICABLC ° o 'on nate T7 O ALTERNATE APPLIMLE CONCRETE ANCHORS ANCHOR (SEE SCHEDULE ON SHEET 7)• CONCRETE 5 V,SCHEONE ONS SHEET 7) �X t LOCATION 'btftre HCt Wmrol SILL & ADJUSTAWFLOOR SILL & ADJUST'A13LE FLOOR MOUNTING INSTALLATION � PRODUCT RL-MWEP 5 ae m�Wns with Lhc Ff�idz. DATE:• 4^22^2075 ' CiUitAEnpt Gr1c r rwe_ ?,y:uce3a>Ija-•a'77.>;,v� 1 .v.C. E:1'P lia7a G"` (High Vefucily HuTficana Zona) nwc Nn:01-12 (RSt-06) SHEET 3 OF 9 CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 7) CONCRETE POURED CONCRETE ORLON CONCPETE tt PO COhCRE[E OLOC(: OR CONCRETE BLOCK 8R CONCRETE BLOCK - 011am � � R CONCRETE ANCHORS REQUIRED r/4'0-20 SS.M.S.NUT&WASHER Z�^ •_ _ CONCRETE ANCHORS ECUiRm (SEF:SCHEDULE ON SHFET 7) .�•- .y O/9`0•C,OR;F 3/4' X5. 2 § (t Et • (SEE SCHEDULE ON SHEET 71 ,, 'd 111.S.S.O.S.O q"O.C..! y! ,�•�F{$1 4willmo EA 12 j� tPi ptiQ N 4 •''<; •• rJ • ` F F r to 'G� ,�� ,�.gO000 Z0� 6 4 EXiSTINV. O MIN.SEPARATION w i 0E t MPT.SEPARAVON ' i � E'XISTINO-�� )AIN.�S7�5ON I i t V7y CtA55 I TG GLASS i w ,�, (SEE SCHEDULE ` t z GIA i SEESCNECUCE i '� GLASS , ULS { i SEC SCHM ON SHEET 6} I 1 i , {ON SHEET 6) i { 1 ON SHEET 6) � L/ HEADER WALL MTij� TNG 1�}S7� !ON &} .0. D WALL MOUNTING INSTAUATION 8.yy CEILING.HEADER OUNTIN-0 INSTALLATION cn fi P ED CONCRETE S I� CONCRETE DLCCK ELt >-Y- REOUIRETI CONCRETE ANCROFS f i f t (SEG SCHEDULE ON SHEET 7) ' i EXISRNO I MIN.SEPARIIRON I i TO GIASS , i i2CLASS MIK S 'a CrA5S l! (ON SHEET 6 1 81 d1J/4" i fI �i�`i .• i' N,�t�y, r . it (SEE 5CSti�£FULE i. t �i1s tri ) '4v p 1 I c rz'o.c. Frsyl i ii;I I`(1n{ ` f A i 3/6. tt`4•S! a POURED i 1 I� $-4 i < MIN. 1 R� I I '.d.. IIT � I .A ' �t IMI f:`'1 • far. ,�t .avl • 4r ALIoe ' °' '•4 „°,, EXISTING• MW SEPARATION i y••' ., 4• GLASS TO CLASSf N • _ I (SEE SCHEDULE i i i ` �Rgw! '4• • • ON SHEET 6) 'i i '^ ° z EQ. E.O. E.O. E0. RODUCT REVISED O D, SEE SHEET E.D. .•SHEET 7IIJ i i ccompiyingtYitllrheF7o>'lsla U 1Y/NUT k WASHER AeecPtion tool O) p •CONCRETE ANCri0R5 POURED CONCRETE• O°"O.C.OR @r4X 3/4' BtpF !!an Das 17'Q S.S.8.05.O q'O.C. 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I/,..LAG EMB£ SCREWS 6 91 O.C. z Z) -wa PRODUcrnvisw a ;uw/d-on rw'.mo- as sh Florida N EXES11NO GLASS-. rm.vn. gnv %�sh NOTES MR LOC"Va OF n2j&CY) U.; vocipIonftNo 5-060 0) PUSH BOr LW LNSMIAMW 4 tivacace 0 0 '�aW OR WSW Or SRUTIM ALM SECURED Ir USO FOR A �-X'6 foP/aa»au w/ WHEN RYSFAUMG A /810 ME cl� By SHALL 66 Y§AAO RIM 112 It Cmal 2 SU-T to n1W AW TO FRO, W/ < If A HOE--YUSr P�W E(C U ATM ALLOW FOR Pt TD PASS PW. WE WN W'smr, AmwSr 06 X ro 22) pop SCALE:,, N AL-AdL WRU J AND 2 rO AL 2e' FW tO PA rHRU. 1AI DATE: 4-22-201 - I ' F.13 1� or sus SQf�C LOCK MAY BE tMED ALMN4MaLy ra U. SECUR47)rROW WFALLAhots YHE oulsm nos a s/rsro He OR 119 (High Velocity Hurricone zone) 17POST CONAOCRON ACTION 0WG No:01-12 (RSI-06) DETAIL 5 OF S MAXLMVM DESIGN PRESSURE RA778G "W" (2.s�f,). AND s CORRESSPONDING UAMU 8PA()I "(."�CNEDUL� � x � a A tMXIMUM ALLOWABLE DESIGN SPANS ""'0 GLASS LLOWA1M 7Lt CtASS(ia.) (1)L+T ALLOWABLE SPAN DOE TO POS O OMR4E 0— tW( Thy ALLOWABLE L-:e1(LDIYaBLE SPAN DOE TO NEGa714E OLSM.N L0.eD..b no LIMO SECTIQXS S 7D 6 SEGRDNS T.2 4:9 $ MONS J @ 4 SOWN t8 wart xrwratt $p 8 R R R DEVON'1W' WALL MOUMNO FLOORfCflu mostw IT FLOOR/COLM'C MOUNT! MALI.MOUNTING a;wua mrnm 6r0 m q. SS Q lNSTaCLARONS 7NSTALIAitCNS lNSTRLIARONS 7H9TALlATlON Barr so++' pip yy [aJ m oErERMrN£M47akVA}N.GOWAOLf 91AN: = pq Oc>.aatklr o euLaxiO ,tr DPS ape GAtTt:PO}Y17tF t�8(N+)AND Ntt+d7NE LOAC?W-)W4K4=Ar AMM _ - L- tf L- L+ L- ..IMM—Y EYP£OF 7XSEALLAr10N(WALL XD MYG FLOOR f�Ss JO t2=4" X2'-4 12'-4" 72'--4 t2-4" 72`-4" J2'-4" t2'-4" 2 3 4` uvawnN¢_£rc.), yrfJ 72-d 72-4" 12' 4" 1Z'-4" 72'•-4" 2 3 4' _ unYE yaLDE O Lr anb L-eau 40 12'-4" t2'-4" 12'-4" 12'-4" 72'-4" 72'-4" 12'-4" 72'^•-4" 2 3j4' FM+PL W MUM AfLO ADZE SPAN 5HAIL DE E04W EO THE AS !I'-f0" ti'-10" 1f'-JO" t!'-t0 12'-4" 12'-4" 12'-t". 12'-J" ?. 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Y -95 7'-8" 6'-2" 8.-6" 9'-3" 9r-.6" 12.-4" 10'-0., f01-8" 2 3"t" 2 J14 ° d 0.490"DIAMf.TER BY 0.690'NYLON GY110E: W/I'H NO l.0. MARKS,AT TOPS F 100 6'-10" 7'-1 f" 8'-4" 9'-1" 9'-4" 1?'-4" .4'-10" 10'-6" 2 J 4" 2 3/4" AND BOTTOM OF FAGtt EXTERIOR SLAT FASTENED WRH ONF.NO. 14 BY J" -t0" 8'-10' t2'-2' 9'-7'-r-f0'-5" 2 ILEX HEAD P!N SCREWS. 110 5'-6" 7'-7" 7'-9" 8'-8" 8'-6" 17'-11" 9'-5" t0'-3" 2 J 4" 2 3 4" 0.490"O"ETER ar 0.620'NYLON GUIDE; WITH NO MARKS AT TOP AND ❑ c-Roo 115 4'-70" 7'-5" 7'-J" ti 8'-6" 8'-0' 11•-8" 9'-2" 10'-2" 2 314" 2 314- BOTTOM OF'FACH LNTERIOR SLAT.FASTENED WITH ONE NO. T¢ L1.3 BY 3"HEX '^-E 120 4'-2' 7'-3" 7'-2" , 8'-3" 7'-7" tt'-5- 9'-0" t0'-1" 2 J/4" 2 314ANED PJN SG'REA`S 125 3'-6„ 7"=1" 7'-0" _8'-7" 7'-3" 1 i'-2" - _10'-�0' 2 J14' 2 314 Ossa'014UEf£R BY 24"LONG ALUMINUM LCCK PLN,AT TOP AND BOTTOM 130 - 6'-t 1" - 7'-I t" 7'-0" 10'-11" - 9'-t0" 2 3 4" 2 3 4" OF TACH tOCKNG SLAT;FASTENED SWTN ONE f8-24 8Y 8.430"LONG \� THUMB TURN SCREWS 735 6'-f0" - 7_tp" 6'_9" 10•-8•, _ 9'_9' 2 3 4" 2 3 4" 140 - 6'-8' - 7'-8"- 6'-6" TO'^-7" - 9'-8" 2 314 2 3 4" "` .f •r !45 6' 7^ 7=6" 6'-3' 10'-4" - 9'-7" 2 J/4' 2 314- 150 4"150 6'-6" - 7'-1" 5'-0" 10'-2" - 9'•-6" 2 3 4" 2 314" 155 - 6'-4" - 6'-9" 5'-10" 10'-0" - _ 9_5" 2 314' 2 314' VIRP11's (�ON tHESL CROUPS CAN BE c�M. VD7 AND 160 - 69• '-J" - 6 3" 5_-8" -10" - 9`-a" 2 J 4" 2 3/4" NOsr Be rarHE LaWcsr sPAIL a �! 165 - 6'-2' - 6'-0" 5'-6" 9'-9" - 9'-4" 1 2 1 2' 2 314' B)s£CTw+s(r)x{si aV THESE CROOPs CAN REMEWED AND il� err 170 5'-17" -5'-8' 5'-4" 9'-7" - 9'-J" 2 12" _2 3 4" NOsr 6e raxtx rtE w ST SPAN, sir 1 175 - 5'-6' - 5'-4" 5'-2' 9'-5' $`-i" 2 1/2' 2314" rIII1��1�11«� 180 - 5'-•2' - 4'-if" 5'-0" 9'-4" •- 9'-G" 2 1 2" 2 3/4'' -,�„, 185 4'-10" - 4-7" 4'-10" 9'-0" - 8'-17" 2 J 2" 2 314" G -. p PRODUt"788VISED v 1B0 - 4'-5' - 4'-2" 4'-9" e'-t0" - 8'-9" 2 ! 2" 2 314 7o DeTAR OLmUATf s9v PRtSSpnE-brrrwew 06Na rw st F --PlyingWith the Ftortda 1$5 - 4'-1" - 3'-10" 4'-B" 8'-6' 2 7 2' ?.3 4" BWidine Code 5OAPLE FOR fOQ2st AaOWARt9 Acocpfnnce too 0 200 - X-6" J'-6" 4'-7' 8'-0" - e'-0" 2 1 2" 2 3 4" UL17901F 1 2=IST Pat Gtr {cnDak - 1 � I JAetot MCbm:t Q • � i ml capTl yi^g wWk thn=lard Suildite Cede AcxPrauc T•lv �'"4j',0 t RATE: A-22-2015 v-e:rirnDrtt:Q3.T(»fj�tff•yp27 �.R.�. '(H(gh Velocity Hurricane Zone) i DWG No:01-12 (RS1-06) j SHEET 6 OF 9 3: bn rq ORa b b m m u HIS m v m m V .4 + + CJ mak 2e A . . . Ml \- �; LLLL v o0 o0 b ocf ml p 9 b b - -1 1 idb M. I- -d z VV v p Oi 9 ig q I ZI, b b b R4 Q L 0. 1 P OV V-. v v b b b b b S, ICE ;576 N ti S., 'i �. ; , '4t S, I 011,t i.s ll Q fl Q�s,i,i.i, ALUMINUM SHUTTER rn RS-1 HIGH VELOCITY SHUTTER SYSTEM . . ..... ROWNGSHMILD INC, MOT(3M�-CW FAX(3053 436-SU3 V.m, sm m 7Note 9 AVE EuTEL:30&383-OW Engine ering inc. 11276 S.W.153rd Plow MIAMI,FLORIDA 3319" Zia— TEL.'788-281.6^M 3 mIAM4 I DADE COUNTVY 100D MENDERS S!4Qll CGMPUEO 1QrH a RECOMMENDED INSTALLATIONS AT STRUCTURAL WOOD MEMBERS, �� � g NATIONAL DF',aICN SPECIFTC.QTIM$CURRt= i EOlDON,32ttNMUM OF STRUCTURAL GRADE A FL.ZOOO psf ANO SPECIFIC GRAVITY 0P 0.5sENT = j SIC= STLtiOO SmL�O N i ._.if4'R LAG SCf2t�Ys 4A 6'O.C. !/4"f LLS SCREWS 0 v 0,0. 1f4"f LAG SCREWS 0 6.O,C, W/.1 1/r MtN.'MREADED "" 4Y! s tfz•tAR•t.THRCAOFII �s t9f i ! MMv.THF£hOED $=y II EMeEDMENr ro IXISTINC W000 '+.'r EM6EDNENT TO E7fP5RNC WOOD ;1; EIAtiE:O M EXISTING HOOD s; IIEADER. HEADER HEImm n x, 7 p 5 E „ 6}OR 21 12 1 ILII lilt "-�•y'� I I I IIWWWUU I 4^�w � 141 u u _ u I I ,I, I ExlsnNc MRT. EXISTING MIn. } }, oGSTNO MIN. II1 21.4 'WOOD i3 2•s4'WOOD ET1CI f 1 a ( I I o FD1STiNG I HFAM REQUIRED I I I HEADER REQUIRED I I 'E GIIwNS } HEADER REQUIRED I I5S^'V,l+ o MIN.SERARAMN 1 1 {SEE sc�4t,'LE I1JN,sEPA4ATlON f0 GlA5.7 1 I I ",S' t MR$SEPARATION m GLASS ' 1 1 ! l �.,w.._ On STIEE7.,,s I I �a t (sEE SCHCOl7l,E ON SNEET 6 1 I I .n�' t SEE SCHEDULE DN SHEET b I I I I "�+ 10 WALL CONNECTION A7 70P 12 Y,�AL CONNECTIQN AT TOP S5 B,Q Wt�LL CsQ�]NEC[tON AT TOP r Ng i EXsnHG 9 II I I < ExlsTurc I I I I 1LASS _ ¢= GLASS tli } ctnss�4 I ,�, 1 sEE scHPF'AuLE ON s N 70 GE�Er s I $.s�`4'1 s. I t 99., tl MM.SEPARATION TO GtA55 I I 1 1 I t MIN.SEPARATION TO GLASS 1 I I tl- t m 1a^G.c. I tam !' I SEE SCHEDULE ON SHEET ! 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DATE: 4-22-2015 I J' i I r.�,vr: _ F.Q.C. 11 WALL CONNE•CIION AT BOTTOM 4 WALL CONNECTION AT BQTTOM �g 8"0 WALL CONNECTION AT BOTTOM n;; !..:ac:.r H,.,,,.ac. 2 n OW0 No:01-'12 (RSI-06) 51iEE1 8 OF 9 ALL RECOMMENDED INSTALLATIONS AT .STRUCTURAL WOOD MEMBERS ALL WD00 DESIGN SS SHALL OLNSPCUR CURRENT THE gg {1 NATIONAL OESIGM OF STRUCTURAL CURRENT EDITION.MINIMUM SPECIFIC GRAVTIY OF 0.35 7'PIN. E.D. .'L I J - p K EDGEEDGE EDGE APPLICABLE) B R E RR xB E(IF APFUCASLE) (IF APPLICABLE} ( ns • R (IF APPUCABLE) Ne g � E EKISDNG WOOD EXISTING WOOD 1 p tl TRUSSES OR TRUSSES ORER 0 24' DD.C.REQUIRED 1 1/2. OC.REOUIREO EASTING SOFFIT EX611NG SOFFIT _1335 3/4"Mox.THK. 3/a'Max.THK. �T $ Btax3/4"S.M.S. L •I'xa"xl 8 CANT.ALUM.TUBE 14x3/4"S.M.S. 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