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HomeMy WebLinkAboutProduct Approval MIAMI-DiADE MI-DADS COUNTY DU ONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOFIL EREIT) 0 l 1805 W 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T{7gb}315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE OA RECEIVED .miaml ade. ov/econom Rollingshield,Inc. 9875 N.W.79'Avenue JUN 0 5 2018 Hialeah Gardens,Florida 33016 ST. Lucie County, Permitting 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 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: "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 1 through 9 of 9,&2A of 9,prepared by V.M.Engineering,last revision#1 dated September 19,2017,signed and sealed by Morgan Villanueva,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state,the following statement: "Miami-Dade County Product Control Approved",and NOA number,per 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 revises NOA#16-0725.01 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. 1� NOA No.17-0925.07 hw►r+t onnE COUNTY= NOA Date:01/19/2022 Approval Date: 02/15/2018 Page 1 Rollingshield,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#06-0822.03 A. DRAWINGS 1. Drawing No. 06-003RS1, titled "RS-1 High Velocity Shutter System ", sheets 1 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.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: L 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 Rollingshieldd. Inc., dated October 27, 2006, signed by Jose Delgado. 3. Letter issued by V M. Engineering, dated October 19, 2006, certiAing that the drawing(No. 06-003RS1)prepared for Rollingshieldd. Inc., signed and sealed by Morgan Villanueva, P.E. is engineering wise identical to National Shutter Association generic drawing(No. 06-004RS1). 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. 06-003RS1, titled "RS-1 High Velocity Shutter System", sheets 1 thru. 9 of 9, &2A of 9,prepared by V. M Engineering. dated 07/05/2006, 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 Approval Date:02/15/2018 E-1 Rollingshield,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS 1. See Association's generic approval under 06-2372. C. CALCULATIONS: 1. See Association's generic approval under 06-2372. D. QUALITY CONTROL 1. By Miami-Dade County Building Code Compliance 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 of product 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 Rollingshieldd. 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. 06-004RSI), revision #2. 4. Acceptance Letter issued to Mr.Jose Delgado on December 09, 2006 and returned signed by Mr. Jose Delgado on December 11, 2006, indicating to please issue the proposed Notice of Acceptance as submitted and reviewed. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#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 05/14/2009, last revision #3 dated 05/1412009, signed and sealed by Morgan Villanueva, P.E. on 05/27/09. B. TESTS 1. See Association's generic approval under 09-0830. C. CALCULATIONS: 1. See Association's generic approval under 09-0830. _�/" 1� 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 Rollingshield,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 ofproduct 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, 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, do 2A of 9,prepared by V. M. Engineering, dated 12/26/2011, last revision#4 dated 12/26/2011, 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. e my 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-3 Rollingshield,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Release letter issued by National Shutter Association, dated January 13, 2012, certifying this product to meet the criteria of product tested and approved and allowing Rollingshield Inc. to use the test results approved under Miami-Dade County Approval No. 12-0074, signed by Jose Delgado. 2. Acknowledgment letter by Rollingshield, Inc., dated January 13, 2012, signed by Mr. Jose Delgado. 3. Letter issued by V. M. Engineering, dated January 13, 2012, certifying that the drawing(No. 12-2011(RSI-06)prepared for Rollingshield Inc., signed and sealed by Morgan Villanueva, P.E. is engineering wise identical to National Shutter Association generic drawing. 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#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#5 dated April 22, 2015, signed and sealed by Morgan Villanueva, P.E. B. TESTS 1. None. C. CALCULATIONS: 1. None. D. QUALITY CONTROL 1. By Miami-Dade County Department of Regulatory and Economic Resources (PER). E. MATERIAL CERTIFICATION: 1. None. F. OTHERS 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:01/192022 Approval Date:02/152018 E-4 Rollingshield,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: 1. None. F. OTHERS 1. Florida Building Code, 2014 Edition, compliance letter,prepared by V M Engineering, dated July 19, 2016, signed and sealed by Morgan Villanueva, P.E. 7. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 01-12(RSI-06), titled"RS-I High Velocity Shutter System",sheets I through 9 of 9, &2A of 9,prepared by V. M. Engineering, last revision#1 dated September 19, 2017, signed and sealed by Morgan 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. E. MATERIAL CERTIFICATION: 1. None. F. OTHERS 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. 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 1,FLORIDASHUTTER ACCORDION EDI `RS-1" HAS BEEN VERIFIED IN ACCOR=TESTING 09 OF THE I7.N CONTRACTOR SHALL VERIFY THE EXISTING CONDITIONS OF THE OPENINGS WHERE SHUTTER WILL BE N a� RIDBUILDING CODE EDITION 2017, AS PER TAS 201-94, TAS 2F THE TEST INSTALLED TO INSURE APPROPRIATE INSTALLATION. y N PROTOCOLS FOR HIGH-VELOCITY HURRICANES ZONES, AND AS PER ATORY WITH TEST NO. 4986. CONTRACTOR SHALL BE RESPONSIBLE FOR: 3 R 017. THE WIND -VERIFY THE EXISTING CONDITIONS OF THE STRUCTURE WHERE SHUTTER WILL BE INSTALLED TO PREVENT - 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 2017 EDITION (ALLOWABLE SERVICE DESIGN), TO OBTAIN THE EQUIVALENT ULTIMATE WIND PRESSURES, -SEAL ALL SHUTTER TRACKS COMPONENTS ALL AROUND EDGES IN CONTACT NTH THE STRUCTURE TO )IVIDE 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 DOCUMENT BY 0.6 FACTOR (ULTIMATE FACTOR.DESIGN). IN ORDER TO VERIFY THAT ANCHORS ON THIS -SELF PRODUCT PROPER TWE OF INSTALLATION TO PROVIDE APPROPRIATE WORK INCLUDING LIFE SAFETY OFTHIS PRODUCT APPROVAL DOCUMENTS, AS TESTED, WERE NOT OVERSTRESSED, A 33X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NOT USED IN THEIR ANALYSIS, AND IN THE LABORATORY THE TEST LOAD WAS -IF IN ANY CASE. CONTRACTOR NEEDS TO MADE ANY MODIFICATION HE/SHE SHOULD COMMUNICATE Wy +a c 5OX MORE OF DESIGN LOAD. IMMEDIATELY TO ENGINEER OF RECORD BEFORE ANY ACTION. �= g THE RS-1 ALUMINUM ACCORDION HIGH VELOCITY SHUTTER SYSTEM IS ADEQUATE FOR IMPACT AND FATIGUE RESISTANCE AS SHOWN IN THE TEST RESULTS FROM LABORATORY. 8. A LABEL SHALL BE PLACED FOR EVERY OPENING BY THE MANUFACTURER AND SHALL BE EXPOSED ON = W 3 AND LAST BUT NOT LESS, THE RS-1 ALUMINUM ACCORDION HIGH VELOCITY SHUTTER SYSTEM MAY BE THE CENTERMATE. COMPONENT 2 OR 3.LABEL SHALL READ; INSTALLED AT HIGH VELOCITY HURRICANE ZONES (H.V.H.2.)" RS-1 ALUMINUM ACCORDION. 2. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063-T6 ALLOY AND TEMPER, WITH ROWNGSHIELD INC. Fy MIAMI, FLORIDA 25.0 ksi MINIMUM (UNLESS OTHERWISE NOTED). MIAMI-DADE COUNTY PRODUCT CONTROL APPROVED. 3. SCREWS SHALL BSL: S. THE INSTALLATION OF THIS RS-1 ALUMINUM ACCORDION HIGH VELOCITY SHUTTER SYSTEM SHALL COMPLY - CA 5 SERIES 304 OR J16 STAINLESS STEEL, Fy=35kMIN. WITH THE SPECIFICATIONS INDICATED ICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS - CARBON STEEL CORROSION RESISTANT AS PER DIN 50018, Fy-50kei. PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED i0. - I 4. BOLTS SHALL BE: 10. THIS PRODUCT APPROVAL DOCUMENTS WILL BE VAUD ONLY WHEN IT MEETS THE FOLLOWING TERMS: T4-2024 ALUMINUM ALLOY AND TEMPER, Fye 18ksi MIN. -PLANS SHALL BE SIGNED k SEALED BY THE ENGINEER OF RECORD. ASTM SERIEA-30S GALVANIZED STEEL, FFy SOksi -NO MODIFICATIONS AND/OR ALTERATIONS MAY BE MADE BY ANY MEANS. - AISI SERIES 304 STAILESS STEEL. Fy=JSksi MIN. / 5.ANCHORS TO WALL SHALL BE AS FOLLOWS: 11. THIS PRODUCT APPROVAL. DOCUMENTS WAS NOT PREPARED FOR A SPECIFIC SITE. `5 O EXISTING POURED CONCRETE: 1/4 OTAPCON ANCHORS AND 1/4"0 MAXI-SET TAPCON,AS MANUFACTURED BY I.T.W. RAMSET/ RED HEAD. - 1/4"0 CRETE-FLEX SS4 ANCHORS,AS MANUFACTURED BY ELCO TEXTRON. - 1/4'0 z 7/8" CALK-IN ANCHORS AS MANUFACTURED BY ALL POWERS FASTENERS a o H J NOTES: Ls L .F I 5.1.1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS IS 1 3/4'. 5.1.2) MINIMUM EMBEDMENT OF 1/4"0 CALK—IN ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE. 1 3 5 6 NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4' 0-20 S.S. MACHINE SCREW USED TOGETHER WITH \ �, _KUFy a 1/4"0 CALK-IN ANCHORS. 10 12 15 17 19 3 ®OQ + OR (9 �\ E '•'q� 5.2) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND Ov NO SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON NOTES 5.1.1) k 5.1.2)ABOVE. OR 4 OR 7 (5.3) TO EXISTING CONCRETE BLOCK WALL: T - 1/4'0 TAPCON ANCHORS AND 1/4"0 MAXI-SET TAPCON,AS MANUFACTURED BY I.T.W. RAMSET/ RED HEAD, ® + 0- IrTIll, ® + !- 1/4.0 CRETE-FLEX SS4 ANCHORS, AS MANUFACTURED BY ELCO TEXTRON. ZZ �i�'6RyOF;•"o a - 1/4'0 z 7/8" CALK-IN ANCHORS AS MANUFACTURED BY ALL POWERS FASTENERS a A _ _C A O \ NOTES: V. 8 ////!r)I I►11����� 5.4.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON k WEDGE-BOLT ANCHORS, IS 1 1/4., w C E 'I"-'C: 5.4.2) MINIMUM EMBEDMENT OF 1/4'0 CALK-IN ANCHORS SHALL BE 7/8' INTO THE POURED CONCRETE. = REL'fST'1> OQ.���^wnhtl,o FlonJ,; NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4' 0-20 S.S. MACHINE SCREW USED TOGETHER WITH O DuiLMin 1/4"0 CALK-IN ANCHORS. u1 `eywro�No " 5.5) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON W D - 0 GnaL t'7 THE EXISTING WALL OR FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND Ll SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES 5.4.1) k 5.4.2) ABOVE. N ) DECL ' O f N IT tl (5.6) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF IHE ANCHOR'S MANUFACTURER. a (6.7) SEE SCHEDULE BELOW FOR EDGE DISTANCE (E.D.) VERSUS SPACING RELATIONSHIP FOR ANCHORS ON - SHEET 7 OF 9. 1///L'''/���� DATE: 08-19-2017 6 MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. (SEE ALTERNATIVES NOTES 2 4 8 9 20 ®•®® O 1 %OR13 F•Q9-2 ON SHEET 6 N 9). (High Velocity Hurricane Zone) 7 7 FLOOR MOUNTING INSTALLATION SMALL BE REMOVABLE WHEN PERFORMED ADJACENT TO AN OPERABLE EXIT TYPICAL 11 14 18 1B 21 DR ENTRANCE SHUTTER ELEVATION &• ® + :9 IC7 OR if 2s owc Na:ot-12 (Rst—os) m r /9orrOM SHEET 1 OF 9 t 1 --f.100•— _.1.188...---- �• r' � `I � g r 1 I I l�f F7�.,7f10• � �' �+. R•06J.. - .... QUI I ... � �F h�� s n Q1 QE O2 MAL£ C£NTERMATE BLADE O3 FEMALE CENTERMATE BLADE 4O 180' MALE STARTER ...075.' -.--07S� _ .. .. too J00agJJI r, ss.r4k 1,250 .o a' r �R� .792 ro&-: 2474• imp - _ O5 HEADER WALL MOUNTIO6 (DO.O. HEADER WALL MOUNT 7OCEILING HEADER MOUNT. 8 FLOOR SILL � 1 mLL 'Lu r \ E _..115• � ���' P ••.��. ._ _... — 5'_�epx.-AS.MY_Uc,AEJ(F ,� '--- ,�•. \�•� o Jiv. gin ADJUSTABLE FLOOR SILL ADAPTOR 11 STARTER ANGLE 12 ALUMINUM B.O. ANGLE 14 ALUMINUM B.0 ANGLE 1 THRESHOLD TRACK Z ____._ 1'ttO�t.1C f 7iCi4'I4SC� _ IWO•: ..3.710" ...—. ' ---L.�+18� 'P<D',nln D. 5.q� T._. ?�" r--- _�ll1l .IYO• 177• `4 .09J J• . _ b^p .07d" • rT- _ _.._ .06 . ^ I ,j211Q.. n I ..Lz1Jo~ �__ _��°�• " L :p::s; -fl a'°',— A - - -- : ..1,_..__. '' 1500. 1891' DATE: D9 19 _017 71 Ism sass.91+'.j.,_1.017•_.. F.B.C. __. 17 ADJUSTABLE FLOOR SILL 7S! (High Velocity H—;.o— 2—) 15 CEILING HEADER ADAPTOR W / L/P -- +-=*1kAX ' 16 FLOOR SILL ]�� DWG No:01-12 (RS1-06) 21 WALL HEADER ,HE r 2 OF s i 3.000•MAX R CLEAR!'ANEL1/!6'-1B S.S.M.S. (1)NOL 0R N d g e1DTN — 3/f6'POP RIVETS AS SHOWN J/I6' ALUM" �r H R1vEr§ J 1 , R PLASTIC KNOB LOCK ®� !'�3 A E 1 I L 7.000'1ftY i I i � �� iii w-,.x ou•La.e � ©0 NICKEL PLATED PUSH �j LOCK BOTTOM — j I I $ --SEE NOTE L now— f LOCKING P1N j I . YM.FOR 44R= R ro a'-0-smmtx BLADE L { A TIER BL.IOE LENGTHS GRE41E -0• I I I INCREASE L Emy WCRE45f ON SM MR EUDE'S Lf .. ■ S v/ EXISTING GLASS 1 �✓ i . 8 d M1N SLPARtTlON ' TO CUSS I U �- (SEE SCHEDULE -- c1Do• a }'0 TAPCON ANCHORS W/ -'NEE' { 7 t AL / \J s10 1 j"MIN. EMBEDMENT INTO i j -- MN CONCRETE 0 4.5"O.C. I i I I MAX., ;0 CRETE FLEX I ANCHORS W/ rj"MIN. I NEW j" THICKNESS x 6" ( \ EMBEDMENT INTO CONCRETE CONT: (6063-T6 ALLOY& ) g' O�2E � AIM." j ={22) 0 6"O.C. MAX OR>" -, ? TEMPER) ALUM. PLATE- i +F •, pPj' b "" {�� 0 CALK-IN ANCHORS W1 MIN. EMBEDMENT INTO soD• �/X/ARO g10a�g"� MALE/FEMALE BLADE DETAIL OF CLEAR PANEL LOCATION CONCRETE AT 4" O.C. MAX. \ Aw III 6 i � I OR PR,:,I: i HCVCgD z i amply:al x'ith Q.e flmwic O j MAXIMUM NUMBER OF CLEAR PANELS PER SHUTTER .J ,O MUST NOT EXCEEDED FOUR (4) PER ACCORDION AND a .I 1, A«eMRrcaP•M .o f.g� LOCATED TWO AT EACH SIDE OF THE C£NTERMATES .- L. AIIN,. kxD+raL:aa L1-•bep STARTED AT THIRD BLADE AFTER THE CENTERMATES I 2100' AND THE SECOND ONE FOURTH BLADE AFTER, TYPICAL " `J - - hliaol uctCenac AT EACH SIDE OF THE SHUTTER. 11410-20 S.S. M.S. g a W/NUT 3 WASHER • 0.C. OR 110 J/4' SCALE: CLEAR PANEL SHALL BE LEXAN RESIN 110J-11? POURED__, S.S.Efi SXV 4.5"O.C. DATE: 09-19-2017 (UV STABILIZED) OR EQUIVALENT COMPAR48LE TO CONCRETE SLAB IF APPLICABLE F.B.C. G.E. L£XAN POLYMER SHEET 190-34, REOUIRED THERMOPLAS77C POLYMER TENSILE STRENGTH (Hlgh velocity Hurricane Zone) FY-8.9ks1, F6-12.9ksi, E-328.7kal TYPICAL CONNECTION WITH ALUMINUM PLATE DWG No:01-12 (RS1-06) (ONLY FOR WINDOW SILLS SHEET ?A OF 9 i Ems' SIF CO CRETE—. —CONCRETE ANCHORSAPPUCABLE POURED POURED rj CONCRETE IF\ /C=IFEDGE OF CONCRETE $ I REQUIFED `.,(SEE SCHEDULE ON SHEET 7) RrA COt�RE7E, REQUIRED —-(SEE SCTE ANCHORS H vl �, `,, AFFUG6lE APS. .1 \ (SEE SCHEDULE ON SHEET 7) =u z 3 SHELi•7 \`EQ:..SEE SHEEP 7' I _. E.D. 1.A 6_D, „.... EDGE OF CONCRETE IF ]N W�-5 -1 EO EO �? .v EO EO MPLICi�BLE '^ EXISTING ,III' I i EzlmnD iu1 GLASS i 41gNTO5EPARAT10Ni N8 MINTo CLASS i(SEE SCHEDULE I I (SEE SCHEDULE ' 1 I ON SHEET 6) I Q vW ON SHEET 6) I i 1 __ , I A Ea O Q3 CEILING HEADER MOUNTING INSTALLATION E Mm 11 MIN. SEPARATION TO GLASS SCHEDULE n i i i I SHEET 6)— i' i ' MIN.SEPARATroaI / ' EXISTING i0 GLASS t (SEE SCHEDULE GIi N.TNRNAOTRE I Y 7ni �6 n v-PlLASS ON SHEET 6) LOCATION +. ' I 3INIIk' w 2 n MIN ' I .... ' ..... —��I I r - ! 0 3 POURED- IInI,,i 1 �S POURED /8" -x3f4'S.S.S,D.S. 3 REQUIRED I II i .��. I(t7�x3/4'SS.5.0.5. \ i CONCRETE MIN. O^12 O.C. - �i O 12'O.C. r Erni REQUIREDC. ,��'7r .. 1111111 Z / CO. EE SHEET 7 + i ' ��Z..i PR^J1;CT It%VISQD - p 6.0.SEE SHEET 7 \ / ED.SEE SHEET 7 E.D. SEE SHEET 7 —--- EDGE OF-/ ;T- .. EDGE OF EDGE OE i __— ``EOOE Di ra cumHdylcg eR6 t:K 7TJ:CJe SLAR IF . +• SUB IF ..... APPLICABLE .. .. -��.._ -_ APPUCABLE WP WCABLE ..... -'--�/ �. - .__ _ SAPPLIC BLE A-- t..c � —.,Q� �j U ALTERNATE ... CONCRETE ANCHORS V _ ` �,Zl� ANCHOR (SEE SCHEDULE ON SHEET 7) CONCRETE ANCHORS LOGpp{� (SEE SCHEDULE ON SHEET 7) By U. .turf C'onG.: U2 SIL & ADJUSTADLE FLOOR ® SILL & ADJUSTABLE FLOOR MOUNTING INSTALL ATIP AL DATE: 09-19-2017 F.B.C. (High Ve'.oclty HurHcone Zone) DWG No:01-12 (RS1-06) SHEET 3 OF 9 s a --CONCRETE ANCHORS S (SEE SCHEDULE ON SHEET 7) POURED CONCRETE POURED CONCRETE POURED CONCRETE OR CONCRETE BLOCK OR CONCRETE BLOCK OR CONCRETE BLOCK •. n REWIRED 1 REWIRED CONCRETE ANCHORS REQUIRED -CONCRETE ANCHORS 1/4 0-20 S.S.M.S. Z � `. (SEE SCHEDULE ON SHEET 7) = ......_y1.. W/NUT h WASHER = - `4n —T (SEE SCHEDULE ON SHEET 7) ._. 4'--- O 9'O.C.OR/14x 3/4' S.S.S.D.S.O 9'OC. 97 Hi E%ISTWC- 1 MIN.SEPARATION i &� EXISTING I MIN.SEPARATION bI EXISTING_ GI..A55 (I TO CLASS ���\) O1A55 BRRRf GLASS MIN.ro OUSSSEP I� TO OUSS i O (SEE SCHEDULE , , _. w i I , I I I ON SHEET 6) (Sp SME�U!) �� (SEE SCHEDULE �_ ...,.. ON SHELF 6) � sm OS HEADER WALL MOUNTING INSTALLATIQN 8.0, HEADER WALL MOUNTING INSTALLATION O7 B 0 C: CEILING HEADER MOUNTING INSTALLATION POURED CONCRETE o q OR CONCRETE BLOCK 3 REQUIRED •-CONCRETE ANCHORS , W Li (SEE SCHEDULE ON SHEET 7) I 1 i , I II cLINO-,• MIN.SEPARATION MIN.SEPARATION GLASS (SEE SCHEDULE SCHEDULE I /14.7/4• (SETED ON i ��g0. CB ON SHEET 8) i I I ' '� S.S.S.D.S. ! win n•F'T,. I I CONCRETE! 1 I I L MIN. 'il. �O+l� • 1 REOUIRFD r , T • ., ' 1 iI i I 7iI 'N ALTENATETtON _ Al EXISTING I y GLASS P.'I TO GusS g o "�n III II I I I I1 SHEEfE/i, __ E E.D.SEE SHEET.7 L9:. E. . E. `...� PKPSH C. .E:. _..__ 1 i • - au a4R play wNLuLe Thlrke, OU 7 _ 9m14kg 1dz 1/4`0-20 S.S.MS.J AGaTXAna-, n1/ry�[•01�I ! 7/ HER CONCRETE ANCHORS !!!! ',4• D.C.NUT#1 WAS/4' g�yRypO pyo Jz(��L.�Om (SEE SCHEDULE ON SHEET 7) POURED CONCRETE) O 9` .0S.O.S.#14X 9 J/4" "7 S OR CONCRETE BLOCK S. .3O 9`O.C. 0y REQUIRED 1 t n I Z--CONCRETE ANCHORS 3 ,I O9 THRESHOLD FLOOR MOUNTING INSTALLATION ® WALL MOUNTING INSTALLATION (SEE SCHEDULE ON SHEET 7) L ' P8 B4O. SILL & ADJUSTABLE IA; 09-19-2017 LOOR MOUNTING INSTALLATION F.B.C. (High VeloCity Hurrlcone Zone) DWG NO:01-12 (RSI-06) SHEET 4 OF 9 fI I POLAW COAMW OR COACRCW ..ow WML REnLrRLn POURED COACRErf OR CONCRE,f cac FOR A" LNS•IR ((CC COW-4M ANCNLWS a r7.OX FOR XOCR MM4 RfOUWE'D \ 5 C rax]'WL o MR (AMY Moan srtt¢ ' ss oR r uu caAcnnf !At APrrRwa4 r I J'MAV.CO.CN 2.0•CR 1'UJE EwSldw CLASS-- [Y6RMC G{AJS �1 N i LGNCRCIE ANC,ORS ATM o.c. ( i4 AMChYIRS AT 8• ----------- -------------------_-----------_ ------------ --------- --__-____ _-__ _ = + OR + 0 + cnrwraq AAYNpPi a v+- Eo. --LO, ®*C� 0+ J t ,,\ t /1' 0W 1b 5, Far J•E 0t 7E 1OR --- -----------------_ ANCHMAT QC _ ------------- -.. aASf— . ----- - —_ J/ ------------------------ - ALlai POP --­—.- F" -- . T1P 0 \ g n 0i 3 � t e0�(0°tAax' 3 1 3 R�f°a`rRam TYP. 7/17 LAC SCREWS O 9" I9VfA 2-MIN. THRFADED TOP A BOTTOM 1 EMBEDMENT TO CKSTING*ODD. 1/p-M!N (SEE NOTES) SECTION A-A VECTION B ---=-==- saw d4m------------------END CLOSURE ALTERNATE ----- ''b - -- ---------------------------------------------------- ------ - . 1 S _c_ .Lw FW IbV1T e P o.c. -2 19 ->:-�- SECTION F - -- --- -------�— '— / z0 a 1 OR© asu Nncw wNEfLs MM a.sc a 1,1W'UW N(a cunt arR No 11{I1I fIT/ ~12 1S]•k,e-cavy Eo.M S AT roP of WMWR curs$Wcfu EnuAtLT FAsr4WW W,m (DOR __ _.. __-�_ TALLY aE N. rs B J'NEX 1FA0 PW SCREWS \I / 1 / O.NO••aAMETER or O.JW'MKa AME MIM AC ID.. S.AT rOP 4 TYP 4 N'WOEr D—sCRfMi�E rur.FASTENED MAN avf W. 14 err ^ S ,1 T1'P. a480'SAVER er 0.810'NHQN&W-MAN No MARKS AT T ANO E�Nd s:Ysr/e•tar TOP A BOTTOM o PW SCREE.SWffR10R SLAT,FMSifMED N1M aNf AO.f.BY J•my 'k; 2 AEW.NaE �a oo, lxlxOal' •O #yIi„dk= 4 S CTION D CONE AEW. 0..380,a TTM Br'14'L".0—W LOC!AAK Al OP ANO"T"* L� ti AN01L OF EMCR L"".JUT,FASRNEO WNONE 10-N 9Y O,430•Law SS 4 1M.WB TURN SCREWS. Q�•,,� O S SMS dt J/77184) / Aon POP a // OR10P'� $Ats D'SS e'O.C.(i)wJ / .. sus.a,J/m'Y 1 OR 3 / N 1 OR©D*arWw MKri• x v O / SECT/ON C SECTION ANaLf "' MW *OOD^ 1W/�17 LAG SCREWS O 9'D.C. � STUDS REOb. { EMI 1/2 MIN. THREADED Z 4 BEOMENr TO ExSANG WOOD. r t<vi::{"S Y,1"l (J � 1 id i,q•M JSr:.OBe' EXISTING GLASS-, t 1 annrriyi•;E with the P1Orc/a O ANxxL FAK".1-re,uLor r r"~) _--- 3-illi g.C", U NOTES FOR LOCKING OF "-p .O y, PUSN BOTTOM LOCK 1�AIRY BE USED FDR/NSTAuAwNS r 4 ''ti•'.r:fizL�p J 1' 1 Lll- '/a'NUBE r ALUM. SEC, FROM TNC OUJS/DE OR/N570E OF SNU1iER. � Q _ I 'Y l Z 1M/e0r1a W/ WNfN INSTALLING(?�i�FFgqOM nl OUTSIDE,A 7/B7 HOLE rn ~ 'Y A1Rn.POP RNfIS OR SHALL BE ORR ED T(J)AND NUST BE RIVETED FROM o SMS ro ruat ANO SNE B4CK OF 3 TO n�JJ�E``FRONTTT W/(7)3/167 ALLW.POP 7/TP 1t�/I TAPtaS RNFTS.A J/,,dd,,a HOLE MUST THEN BE DRILLED Al -==------ Al (" ALLOW FOR QOl M TO PASS 7HRU. -—- , �;I • WHEN/NSrAI. Nf. FROM THE MS/Df.®MUST BE RNETED --- - rr; 70(71 W/(7�J/l67 ALUM. POP /L2 T5. J/B7 NOLE SCALE: Lg(�(/j•/TNfN HE Darclm nrRu (z�ro ALLOW FOR1 2 -DA-TT: 09-19-201 PN ro PAss T Ru. zv F.B.C.p C EDL1E�F 3/16"x7'LOC!l�MAY BE USED ALTERNAI/Y'£LLY To��i LOCK --... f.O.�r. FDR WSTALLA S SECURED FROM THE OUTSIDE OR 5)nE a (High Valoc4 Hurricone Zala) OF SHUTTER.Il�f2�)TNS E,A S/r(!'I:,X=511. NOL�SH4L6 BE y ..., 1 To POST CONNECTION TAPPED TO ACCEPT T READS PER MCN MACNRJE Bc EW. SECTION G DWG NO:01-12 (R51-06) DETAIL SHEET 5 OF 2 MAXIMUM DESIGN PRESSURE RATING "W" (per,) AND n a CORRESPONDING MAXIMUM SPAN 1' SCHEDULE. a MAXIMUM MAXIMUM ALLOWABLE DESIGN SPANS M IOL M�ARATON ° >3 ALLOWABLE (U L+:AceowAerF sPAv DOE ro rnsrmLOADs acsIeN eo+w lwrl s= g p wrNO IOAD SECTIONS.5 TO 8 SEC7IONS 1. 1 k 9 SECTIONS J k 4 SEC77ON 10 ,sxTrroes w v,slI/nL11S L" ALLOWABLE SPAN DUE TO HEGTNE DESIGN LOAD-W(j"f DESIGN '1Y' WALL MOUNTING FZOORICEILING MOUNTIN6 FLOOR/CE-,LING MOUN77M WALL MOUNTING (R."t /NSiALU710NS INSTALUTbNS IN57ALU7KINS /NSTAWIfON �U C ,ky,Or eLKnw'ON.A� p (sI ro a7EMYNE MIX/MUM AuoW+6eE SPAN. OO 3 4Zv Al 9DTTuv MND, G"W.'faWTIW LOAD(W+)AND NEGIINE LOAD(W-) ,J - L- L+ L- L+ t- a vAn1u. 30 12'-4" 12'-4" 12'-4' 12- 7T-4 12'-4" 12'-4" 12'-4' 1 3 4" -IDENTIFY 1YPE of/Nsucur/av(WL MOLwnuc.FioaR ,w MOUNnND...ETC.). Y/� I2'-4' 12'-4' I2'-4' 12'-4" 2 J 4" -DE/ERMMk VALUE OF L+AND L-FROM TABLE �x j; 40 I2'-4' 12'10 12'10 12'-4" 12'-4' 12'-4 !2'-4 f?'-4' 2 J/4- FINM..1[4.Y!µ14 ALLOWABLE SPAN SINLL BE EQUAL TO rHE + " 45 11'-f0" 1 f'-f0' 71'-10' i f'-10' f?"-4 12'-4" 1?'-1` 12'-J" 2 3 4" 'MTNIµ1M'Of VALUES OF L+AND L- 50 11 77'-3 f 1'-5' 11'-5" f1'-4" 2 3/4" J)AFTER THE 4AXMUM ALLOWABLE SPAN CHECK SCHEDULE TABLE 55 10'-8' 10'-8' 1 i'-0 71-0" 12'-4" 12'-4' ll'-8- 12'-0" 2 314' �0 OBTAN M IMUM ANCHOR 5'PACINO. 60 10'-J /0'-J' !O'-7' !0'-7" 12'-0" 12'-4" 11'-6" I1'-10" 2 ,314- REMEMBER TO SELCrr ANCHOR SPAC#W usmc NECATff DEsaN 65 9'-10' 9'-10" 70'-2" 10'-2` 17'-6" 12'-4" 11'-3' 11-9" 1 314- LOAD(W a0 70 9'-6" 9'-8" 4'-g' 9'-9` 11'-1' 12'-4 11'-1" 11'-6" 2 314' 75 9'-2" 9-2' 9'-4' 9'-4" )0'-9' 1?-4 70'-10' 1l'-4" -- 1 .14" 80 8,-10` 8'-10" 9'-4' 9'-4' 10'-5' 12'-4' f0'-8' I1'-2" 2 314- 85 4`85 8'-7" 6'-7" g'-0" 9'-4" 10'-!' 71'-4' 10'-5" 11'-0" 1 J 4" DUAL NYLON WHEELS WITH 0.490"BY 1.100'LONG Nf4ON GUIDE. WITH NO 90 8'-4' y-4" 81-9' 9'-J' 9'-10" 12'-4' 10'-J` 10'-f0' J. 2 314- 10. MARKS AT TOP OF INTERIOR SUIS SPACED EQUALLY, fASTENED WITH ■ C a m 95 1 7'-8" 1 8'-2" 8'-6' 9'-3' 9'-6' 12'-4 10'-0" 70'-8' 2 311- ? 314- ONE NO. 14 By J"HEX HEAD PIN SCREWS. E c 100 1 6'-f0' T-1!' 8'-4' g'_1" 9'-4' 71'-4' 9'-f0" 10'-6' 2 J 4" 2 J 4" 0.490"DIAMETER BY 0.390'NYLON GL/JOE, WITH NO LD. MARKS,AT 70P C AND BOTTOM OF EACH EXIERJOR SUT, FASTENED WITH ONE NO. 14 BY 3' c 3 O 105 6'-J" 7'-9' 8'-18'710` 8- ' 1012'-2" 9'-7' 10'-5" 2 314" 2 3 4 HEX HEAD PIN SCREWS. ■ cZNN 110 5'-6' 7'-7' 7'-9' 8'-8' 8'-6" 11'-ll" 9'-5" 10'-3" 2 J 4" 2 314 d A= 0.490`OfAME7ER BY 0.820"NYLON GUIDE, WIN NO MARKS,AT TOP AND 115 4'-10" T-$' T-J" 8'-6" B'-0" ll'-s' 9'-2" 10'-2" 2 314- 2 311- BOTTOM OF EACH MTERIOR SLAT, FASTENED W17H ONE NO. 14 BY 3"HEX W U 120 4'-2 7'-J' 7'-2' 8'-3" 7'-7" 1-5` 9'-0' f0'-1' 1 3 4" 2 314- AHED PIN SCREWS. - 125 J'-6" T-1" 7'-0" 8'-I` 7'-J 11'-2' - 10'-0' 2 J 4" 1 3 <" 0 •DIAMETER BY 24'LONG ALUMINUM LOCK PK AT TOP AND 807-raw \\\ V!L 130 - 6"-11' - 7'-11' 7'-0' 10'-11' - 9'-f0' 2 3 4' 2 .7/4- \ �4 ./ _ OF EACH COCKING SUT, FASTENED WIIM ONE 10-21 BY 0.4.70"GONG G 4' 135 - 6'-f0" - Y-10" 6'-9" 10'-9" - 9'-.9 2 314 2 J 4" THUMB TURN SCREWS. \��O. GENy�p•"" 140 - 6'-8" - 7'-8' 6'-6' 10'-7` - 9'-B" 2 3 4" 2 314 n 145 - 6'-7' - 7'-6" 10'-4" - 9'-7" 314" ?314" 130 - 6'-6' - 7'-1' 6'-0' 10'-2" - 9''-6` 1 J 4' ? 314 .vTEWIMifYES MTF", 155 - 6'-4' - 6'-9" 3'-f0" 10'-0" - 9'-5" +per ? 3 4' 2 J 4- A)SECTIONS(1)i(1)ON 11LESE GROUPS CAN BE COMBWED AND �', - S 160 - 6'-J' - 6'-5" 5'-8` 9'-10" - 9'-4" 2 3 4' 2 314- MOST BE TAKEN THE LOWEST SPAN O I'M 185 - 6'-2" - 6'-0" 5'-6' 9'-9' - 9'-4" �ij�F 1DP"• 2 1 2" ? 3 4` B)SECT cws(I)f(7)ON THESE ORO PS UN Bf COMB NCD AND 170 - 5'-f 1' - 5'-8" 5'-4' 9'-7" - 9'-J" 2 / 2" ? J 4 MOST eE 7AKEN THE LoWEsr sPAN. ///SSS -••� i 175 - S'-8' - 5'-4' 5'-2" 9'-5" - 9'-1` 2 1 2" 2 J 4 011lllll� 1 180 - 5'-2" - 4'-77" 5'-0" 9'-4' - 9'-0" ? 7 ?" ?314- 4'- 4'4'-i 0" - 4'-7" 4'-10' 9'-0" I - 8'-Il- 2 1 ?" 1 1 J14' 190 - ' - 4'-2" 4'-9" 8'-10" - 8'-9" 2 1 2" 2 314- 4'-5 [7:OLUCS':Lr.'1t8F.ry TO OTN Un4t A/D PRESSURE-AILOWAMFNOPREURF Aca,pOWyWLc,[ka '6O 195 J'-10` 8'-6` 2 1 2" 2 1 4 FneU . 8' O200 J-6" J4'-7" -0ucnMrr- �= " 0.6 �%• cD)x ct.ol nl DATE: 09-19-201 F.B.C. (Hlgh VelocBy Hurricane Zone) j DWG No: 01-12 (RS1-06) SHEET 6 OF 9 MIM Y ND LOAD DESIGN PRESSURE 'W' MAXIMUM WIND LOAD DESIGN. PRESSURE VY ti MAXIMUM WIND LOLL DECK-N PRE55URE•W'AND ArMAXIMUM WIND LOAD DESIGN PRESSURE 1M'AND � AND CORRESPONDING MAXIMUM ANCHOR AND CORRESP LADING MAXIMUM ANCHOR L' fnRRFSPONDIN• AUVIM lY AN-NOR eP } MN I i CORRESPONDING AILKIMLaI ANCHOR SPACING (i_) SGHEDLe F. a ' - � -HEDI Co.) SCHEDULE SPACING (in.) SCHF 1 - WALL MOUNTING WALL MOUNT114G CEILING k FLOOR CEILING k FLOOR WALL MOUNTING WALL MOUNTING �N IN AT TOP INSTALLATION AT TOP MOUNTING INSTAL-ATION MOUNTING INSTALLATION INSTALLATION AT TOP INSTALLATION AT TOP w Slp y R MAXIMIUM OR BOTTOM OR BOTTOM AT TOP OR BO-TOM AT TOP OR BOTTOM OR BOTTOM OR BOTTOM rr�� MAXIMUM MAXIMUM MAXIMUM a ?I y i4 ALLOWABLE (SECTIONS S THRU 8) SECTIONS S THRU d) ALLOWABLE (SECTIONS I.2 a 9) ALLOWAffiF (SECTIONS 3 6:4) ALLOWABLE (SECTIONS 3 rHNU e) SECTIONS S THRU 0) 3 L'+ lro CONLYMTO (10 WOW" fro OGnaIDq (W tone wma Ira 00--Wv (Ia w-am DESIGN .. DESIGN DESIGN .. DESIGN SWIM jN LOAD 1V' SHUTTER SPA SHU R SPAN LOAD Avr SPAN LOAD SHUTTCR AN LOUD•W` SHUT7fR SPAN,,. S UTTER SPAN_ ¢) 9 (P...1) s.-0. s.-0- e.�. s.-0. s.-0. r_I• (p..f.) s'-o'._�..'s• e•..r (P.J, - (P.s.L) s•-o• s•-r r-r s•-6' s•-r r-r s•-a• s-0• r-r a uvt ro ro•+>. a Las ro ro Mu. a uu ro Tc IL a um ro ro Mui a Mn ro ro MIX w ro ro IUIL r-r ALLDeO] r r Al 0 e•-r AtLow r-r Aua.4n e'-1• AUAMy•8 9 6 9 9 9 9 9 9 B 1 P P 0 0 `,S n LESS THAN }0.0 0 0 D LESS THAN50.0 LESS TWIN 30.0 D ! 9 LESS THAI 30.0 9 0 0 0 0 0 6 9 D 9 9 9 9 9 9 9 D 9 9 9 9 9 9 9 9 : - D 9 9 9 7 J 9 7.3 a 1 9 6.3 9 9 9 9 7 J.5 FROM 9 9 8 9 D 1 9 FROM 9 9 9 FROM 9 9 9 FROM 9 9 9 9 9 7.3 >l0.0 TO 60.0 9 D 0 9 9 7 >30.0 TO 80.0 9 7.3 6 >30.0 TO 60.0 9 0 6 >30.0 TO 6C.0 9 9 9 9 9 15 D D 9 9 15 4 6 a3 5.5 9 6 3.3 9 9 7 9 6 I .0 DTO 70.0 9 9 6 9 9 8.3 >6(10 TO 70.0 9 9 a >W.0 TO 70.0 9 FROM FROM ! 6 >6p.p�TO 70.0 9 9 0 9 D 1 4.5 D 9 9 9 d 6 9 a3 13 9 a 3.3 9 9 a 9 9 JA 9 9 9 9 4 !.3 9 5.5 J 9 7 4.J 9 9 5 9 43 V. FROM FROM FROM FROM >70.0 TO 80.0 9 DP./07 d 7.5 >70.0 TO 80.0 9 d 73 >70.0 TO 60.0 9 0 7 >70.0 TO 00.0 9 9 7 9 6 3.5 9 D 6 13 6 15 J 9 7 4J 9 9 0 9 6.3 1.5 G FROM 9 6 3.5 n/ FROM a3 3 4.5 FROM 0 6 4 FROM 9 as 4 a V. n/0 >80.0 TO 90.0 9 6 V. 6.5 /a >60.0 TO 90.0 9 7 405 >80.0 TO 00.0 9 J 6 >60.0 TO 90.0 9 9 0 9 5.5 n/a C 3 9 6 V. J /o 8.3 1 45 9 6 4 ! 9 J 9 4 n/a QQGGm»g FROM 9 6 3 /o FROM 7.5 AS t5 FROM 9 5.3 15 FROM 9 0 13 7.5 / /o TAE ENO >900 TO 100.0 9 6 6 /o >90.0 TO 100.0 0 6.3 8 >90.0 TO 100.0 9 d 1s >90.0 TO 100.0 9 d 3 9 4 n/a W d� � 9 9 /a 9 4.3 V. 8 43 41 9 5.5 13 9 7 I 9 J n/o Ilfp FROM 9 a A/. is /a /a FROM as 4 n/ FROM a 4.3 15 FROM 9 4 n/o s / n/ \\\ VILLA / >f00.0 TO 120.0 As 4 n/o 9 5 .✓ >100.0 TO 120.0 9 15 n/0 100.0 TO 120.0 9 6.5 J >100.0 TO 120.0 9 5 3.3 0 /a n/a \\\\�• gN+'•, 7 9 /e 7.5 J /e a3 1 iROM 6 7 n/. 4 V. /a FROM 3.3 SS It/. FROM 6.5 4 J FROM 0 J /P 4 n/0 V. I >, 2 0 .0 TO 140.0 6 3.5 n/a 7.3 L3 /a >120.0 TO 140.0 d 5 V. 120.0 TO 140.0 9 6 4.5 1 >120.0 TO 140.06 4 J 6 /I IV 7 8 n/o 5.5 J /a 13 13 /0 as I J 9 15 1.3 S.1 n/a V. q•, � �' 9 6 n/o J V. /0 FROM 3.5 n/0 d J.J J 7 V. n/0 n/a n/0 /a FROM FROM FROM FROM / •(. P,• >14.0 TO 160.0 as 15 n/6 6 4 A/ >140.0 TO 160.0 1 10 -/ >140.0 TO 160.0 8.3 3 4.1 >140A TO 160.0 9 J, n/0 As n/0 n/a � 1O•' 6.3 7 / 4 1 /0 3 15 n/a 5.5 11 J d.3 3.3 n/0 J.5 /0 n/ ///�Ss•-• ` FROM 73 3 / V./a n/ FROM I 3.3 v FROM 5 J III FROM 5 V. /a n/0 n/o /o ! 111111111,� y >160 0 ro 1804 6 J n/e 3 4 n/ >160.0 TO 110.0 as n/a V. >I SOO To 160.0 7.3 4.5 f >160.0 TO 160.0 7 /o 6 e n/o 13 J n/e 43 n/e n/a 5 ! 1.3 a n/o n/a PRODI W!Y PYViSM O / "/a n/0 4 N n/ 4d V. n/a I.5 J /0 I /0 n/a /0 N /o a,ngrT1•AnS.r{II1"9.'F1w61.-: U FROM FROM FROM FROM DaildlnC(1<%• w >teo.0 r0 200.0 9 V. n/e 15 � n/o >1e0.0 TO 200.0 as /o >180.0 TO 200.0 7 4 n/o >tao.o To 200.0 5.5 /e n/0 /o n/o n/0 q.c--ul.InIN�7� p D V. n/e J.54.5 n/a V. /o MAXIMUM ANCHOR SPACINGS FOR TAPCON.MAX,-SET '1 dua:L•Onaof Q TAPCOR CRETE-FLEX SS4 ARE VALID FOR 3 1/2' ONS EDGE DISTANCE FOR EDGE DISTANCE LESS TWIN J 1/2', EDUCE ANCHOR SPACING BY MULTIPLYING SPACING CNEN ON SCMEOULE BY TME BELOW FACTORS.-HE MINIMUM EDGE DISTANCE FOR CALX-IN L ANCHORS Is x Vx' 401 DATE: 09.19 2C17 FDIC TAPCON.NA/" T EAPC0114 d1 CRf1C- C. S54 IS 3'O.C.ANO 2 1/2TOR CAM(-IN A1ICMORS ANCHOR LEGEND f•B•C EXISTING E. D. FACTOR 7AFCOM as (High Velocity Hurricane Zone) TAPICOM J' .DD 06[lE-RL%534 J 1/1• 75 DWG No:01-12 (RS1-06) C"-M 1 5o SHEET 7 OF 9 NOTE: ALL W00D MEMBERS SHALL COMPLIED WITH THE � NATIOHAL DESIGN SPECInCATIONS CURRENT N Rp a EDTION,MINIMUM OF STRUCTURAL GRADE COMMENDED INSTALLATIONS AT STRUCTURAL WOOD MEMBERS Fb.2000 Pei AND SPFCIFIC GRAVITY OF 0.55 n I /-ST000O {{ STO():O -STOCCO //4"R LAG SCREWS O 6"O.C. II-.... .. �•. 1/4'0 LAG SCREWS O 0.O.f.. Its .... / 1�'a LAG SCREWS O B"O.C. _ R /F-W/1 1/2'MIN.THREADED 7 1 W/ I 1/2`MIN.THREADED _ �'i —1/4-0 W T/2"MIN.THREADED 3= 99 $$$ ^ ` EMBEDMENT TO EXISTING W000 _ ' EMBEDMENT TO EXISTING WOOD i \ ' EMBEDMENT TO EXISTING WOOD N R HEADER. HEADER. HEADER. 4 ---(') _ _ -(OR� \ EQ 12 W = oc- ' - E Fri] II I l70•ST11/D III i'`----,� II�I�I III�I'�`�'/ I��I� 8•a 1I1 j OII I_ l _E-2-Sz-'-N-'G_ISTING MIN. &IST04 MIN. H 2'.4'WOOD 2'%4 W000 MN 00EADR REQUIRED EX.STNC HDER"REOu6D HEADER REOU0IF.EDOW6 MIN. GLASS GLASS SEPARATION IIII IIIIfIIIII II II1II -- - TO GLASS I I m (SEE SCHEDUL .. II SEPARATION 70 CLASS ON SHEET 6) gg I —MN.SEPARATION NON70SGLASS (EDSCHEULE OSCHET6 _ I iSNEE7 6) . MIN. X 7 10 )LVALL_OONNECTION AT TOP 12 15 B.0 WALL CONNECTION AT TOP .S.e w J O WALL CONNECTION AT TOP g H LL Lu d 7 � v(DEXISIIN(:- ' NIN.SEPARATION TO GLASS - �. .... .. ...r L_ (SEIE SCHEDULE ON SHGLASS EET B) I S.SDyS/D.S. 44 GLASScuss a VILLq 1 Z ti YIN.SEPARATION TO GLASS I I I \�� G8lIeF•� SEE SLMEDIRF ON SH 6 I I 1 (SEE SCHEDULE ON SHEET 6) I I '� 1 I O 12 O.C. '�i 0• (� �_. _ _ I EXISTING- I •' I I I .' cuss J III 3/8- ;'T' / II _: IIII...._•.i ! WALL IIII IT, 1 FINISH i�1111 MIN. III. "Ol WALL G .Ji n ) ' x>. I MTE ,'a 11 I[ '45 .. IIII - 1 �I �A HIM I .. \ n �//�F 1O"'•' 1_ nNISH 1 l` \ „I„ n __( [ LOCATION - _. _ iii/�S''••- "��\��' 1 _ [ I I I I L--J �M _ yM'r pi u �6 OR �iIlnu�� / 5 \ 14 aoz ;c ;L;)sEa o rEl 1/4'0-20 S.S.M.S.W/NUM k WASHER/4.0 UG SCREWS O 6'O.C. 11/1'0 IAC SCRElYS O 6.O.C. 9.O.C.OR/14.J/4" rCrc/ 1 1/2MIN.THREADED W/ 1 1/2"MIN.THREADED BEDMENT TO EXSTING WOOD EMBEDM NT TO EXISTING III= 5.9.5.0.5.O 9'O.C. TUD. I STUD. L I/4'a LAG SCREWS O 6'O.C. d 11 ` W/1 1/2"MIN.THREADED EMBEDMENT TO EXISTING WOOD g L EXISTING MIN.2"A4•STUDS 1�EXISTING MIN.2•M'STUDS I_ EXISTRIC MIN.2'%A'STUDS Al ,! O 10"O.C.MAX.REO'D. 0 16.O.C.MAX.REO'D. O 16'O.C.MAX.RII DATE: 09-19-2017 [ F.B.C. 11 WALL CONNECTION AT BOTTOM 14 WALL CONNECTION AT BOTTOM (High Velocity Hurricane zone) 16 0 WALL�_ONNECTION__AT_BOTTOM DwG No:01-12 (RSI-06) SHEET 6 OF 9 s 'LL"wDDMEMBERS SHALL EDMPUEDWITH TIR RECOMMENDED INSTALLATIONS AT STRUCTURAL WOOD MEMBERS Hr�� NATIONAL DESIGN SPEaFICAnoN4 CURRENT '^ } EDITION,MINIMUM OF STRUCTURAL ORAOE N FN-2000 pf AND SPECIFIC GRAY'C,OF 0.55 +' 2"MIN LLL— *WIN _ ._E.p_ MIN. E.D MIN. y�, EWE ff _ _ �3• .-EDGE OF APPJCABLE) 'E -EDGE(IF APPLICABLE) i j g (IF APPUC48M - (IF APPLICABLE) �- z=q s C ■ 7 L( C —EXI4TING WOOD -EXISTING WOOD SUSSES TRUSSES OR O 3 RAFTER O 24' t 1 Y 1 2' RAFTER•2{' 1/1 — 1/2' j. ! R f y / O.C.REOUIRED O.C. REQUIRED EXISTING SOFFIT EXISTING SOFFIT __3µ MPY.THS. 3/4'MP..THK. 114.3/4'S.M.S. I .- —1'x4'[1/B'CONT.ALUM.TUBE ,114x3/!'•5.V.5.�I —.... .—1'x4'.1/5'CONT.ALUM. TWE a n+ O 6.O.G. (6063-Te ALLO'+')W/(2>/4•F a e'O.C. MA%. `, (6063-Te ALLOY)w (2)t/4'I I - LAG SCREWS TO EACH RAFTER OR I`. LAO SCREWS 70 EACH R.IFTFA OR TRUSS.LOCATE LAG SCREWS AT i� TRUSS.LOCATE LAG SCREWS AT I •-� _ �1 7 MIDWIDTH OF EXISTING WOOD I -,I. a I: ,11:ll III MIDAIDiH OF FJBSTING WD00 JJJ... 11 MEMBER.(2"Min.NOMINAL I T �I' VT _. MEMBER.(2'Min. NOMINAL fJLSTINC-. II�'� I I WIDTH)W/7'MI PENLTNAiION EXISTING,I WIDTH)w/2'Min.PENETRATION GLASS --- OF THREADED AREA.THIS GLASS I IN THREADED AREA.THIS EI IIII 1111 $ + INSTALLATION IS ONLY VALID FOR \I III IIII INSTALLATION IS ONLY VAUO FOR �- I 1 I �I WWQ W/MIN.SPECIFIC GRAVITY I MH.SEPARATION I I I HILI I OWOOD F O.SS/MIN.SPECIFIC GRAVITY MIN.SEPARATION 'III I OF 0.35. (SEE SCHEDULE < j(SEEOSCHED LE i I I Oi SFIEEf 6) I I a ON SHEET e 1 1 � GV I 1 I 1 �1 �• I I I o`_v OI 1 (10)NOLI OW CEILING MOUNTING INSTALLATION I12 HOLLOW CEILING MOUNTING INSTALLATION -1 1 " VILLgM1 / I MN.SEPARATION 3 L' TO7E- WIN CUSS I °IA (SEE I.7E- ON SHEET TO G6L45 1rLxCLASS If,j j i it i 1 j (SEE SCHEDULE 1 j I pi 111 111 I MIN. SEPARATION I 1 I /�� OR O �i k I 1 — I OH SHEET 8 I ® 1 . I III i'1 6 1111 TO CLASS 1 g �// 83 �. I-"- -- I + I IIII I 1111 , 1 .(SEE SCHEDULE I 1 3/8` I r r - I _. I ON SHEET 6 II IIII ^ 1 I I _.. I ) IIII + 11111111 I {MIN. _ , 63000 DECK w +4 — #14x3/4'- WOOD DECK W/ 63000 DECK W/ I I ZMIN. ECKSPEWC " T. 1" MIN.SPECIFIC 3�B` AS. NM. SPECIIC 1LOGE OF I.�AVIIY O.SS. I I.1 Y 30 C.5.5.S.D.S. DECK 6F CRAVIIY OF 0.55. MIN. h. r N uWk rba UWJt5.0.9.•9'O.C. CRAwtt OF 055.= © EDGE OF' I K- 1 DECK IF 1 F3�Hi 3DECK IF APPLICABLE _ A APPLICABLE A:ep errs K:;� ,1rls I __ —1 EDGE OF ETIpL;}„' !;pzG LL11�M DECK LICAB E �� I,By 1 i EDGE OF DECK _. - '-EDGE or -..,2`MO.1,L AIN.E.D._— IF APPLICABLE I 2'MIN.f.0. \ t 2'MIB. E.O. SLAB IF � x'YN EO. f 2'MIN.E.O. APPUCASU ALAK14 1/4.4 LAG SCREWS o 6'O.C.W/ 1 1/Y ALTERNATE - 1µ•I LAG SCREWS O 6'O.C.w/ 1 1/2• =1/4'A_AG SCREWS O 6'O.C.W/ 1 1/2' DATE:• 09-19-2017 LOCATION MIN.'HREADED EMBEDMENT TO EXISTING LOGnON MIN.nIREADED EMBEDMEN"TO E%ISnNG MIN.THREADED EMBEDMENT 10 EXISTING 63000 DECK. WOOD DECK. WOOD DECK. F.B.C. (High velocity Hurricane Zone) 11 SILL & ADJUSTABLE FLOOR •;14,' SILL & ADJUSTABLE FLOOR i MOUNTING INSTALLATION MOUNTING IN5TALLATION ,9, THRESHOLD FLOOR MOUNTING INSTALLATION DWG No:01-12 (RSI-06) � SHEET 9 OF 9