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Product Approval
Cd�iQc� . Ku e-r MvE:I[F-tc- I D05 S PDaEw'I"bS U i'ViE UN,-- C Core-AL EAsiC p O Z. 3 Q� F4.. UNaK' C. UN-TA ( SAKAMA / t2 pp r FLORIDA SHUTTERS' 1.055 Commerce Avenue 0 Vero Beach,FL 32960-5772 2 ` (772)569-2200 14800.741-2202 l J 1AM1•DADE MIAMI-DADE COUNTY 0 PRODUCT CONTROL SECTION EPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SN 26 Street Room 208 OARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 . F(786)315-2599 OTICE OF ACCEPTANCE (NOA) www.mianrid:rcle.eov/economy lorida Shutters,Inc. 055 Commerce Avenue Vero Beach, FL 32960 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 duality 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 Cade. DESCRIPTION: "Impact"Aluminum Bahama Shutter APPROVAL DOCUMENT: Drawing No. 14-1959,titled ".Impact Aluminum Bahama Shutter",sheets I through 9 of 9,prepared by Engineering Express, dated February 24,2009, last revision dated October 28,2014, signed and sealed by Frank L.Bennardo,P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and 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 perirnanent label with the manufacturer's name or logo,city,state,the following statement: "Miami-Dade County Product Control Approved",and NOA number,per TAS-201,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 wi11 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#14-1120.09 and consists of this page 1,evidence submitted pages E-1,E-2,E-3, &E-4 as well as approval document mentioned above. The submitted documentation was reviewed by Relmy A.Malcar,P.E.,M.S. (`NOAANb 45031631 MIAM4DADE COUNTY i`1s w_moi - ation ate: 03!0$ Exph /2024 0¢116 /016- Approval Date: 04/16/2015 Page 1 Florida Shutters,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#00-0411.08 A. DRAWINGS L Drawing No. 10014 titled "Impact Bahama Shutter ",prepared by W. W. Schaefer Engineering& Consulting, P.A., dated November 17, 2000, sheets 1 through 10 of 10, signed and sealed by Warren.W Schaefer, P.E. B. TESTS L Test Report on: 1)Large Missile Impact Test,per PA-201, 2) Cyclic Wind Pressw•e Test,per PA-203 and 3) Uniform Static Ali,Pressure testper PA-202, of Bahama shutters,prepared by Hurricane Test Laboratory Inc., Report No. 0205-1203-99,'dated February 28, 2000, signed and sealed by Vinu'J. Abraham, P.E. C. CALCULATIONS 1. Anchor analysis and calculations dated 0312912000, Pages 1 to 14,prepared by W W. Schaefer Engineering&Consulting, P.A., signed and sealed by Warren W. Schaefer, P.E. D. MATERIAL CERTIFICATION 1. Certified Tensile Test Report No. OAM-142,prepared by QC Metallurgical Inc., dated 0310212000,per ASTME8-93, signed and sealed by Frank Grate, P.E. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#04-0130.03 A. DRAWINGS 1. Drawing No. IOOIA, titled "Impact Bahama Shutters", sheets 1 through 10 of 10, prepared by W W. Schaefer Engineering&Consulting, P.A., dated November 17, 2000, signed and sealed by Warren W Schaefer, P.E, on March 18, 2004 B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. . By Miami-Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. Icermy A.Mahar,P.E.,M.S. Product Control Unit Supervisor NOA No.15-0316.11 Expiration Date: 03/08/2024 Approval Date: 04/16/2015 E- 1 Florida Shutters,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED ,ER PREVIOUS APPROVAL#09-0 121.13 A. DRAWINGS 1. Drawing No. 08-FSH-0002, titled "Impact Aluminum Bahama Shutter", sheets 1 through 9 of 9,prepared by Engineering Express, dated February 24, 2009, last revision dated September 29, 2009, signed and sealed by Frank L. Bennardo, P.E. B. TESTS 1. Test Report on; 1)Large Missile Impact Test,per TAS-201, 2) Cyclic Wind Pressure Test,per TAS-203 and 3) Uniform Static Air Pressure test per TAS-202, of Bahama shutters,prepared by Hurricane Test Laboratory Inc., Report No. 0218-0203-09, dated July 01, 2009, signed and sealed by Vinu J. Abraham, P.E. C. CALCULATIONS 1. Comparative analysis and anchor calculations dated 0212412009, Pages 1 to 24, prepared by Engineering Express, signed and sealed by Frank L. Bennardo, P.E., on 0212412009. 2. Revised comparative analysis and anchor calculations dated 0912912009, Pages I to 8, prepared by Engineering Express, signed and sealed by Frank L. Bennardo, P.E., on 0912912009. D. QUALITY ASSURANCE 1. By Miami-Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATION 1. None. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL# 11-1128.07 A. DRAWINGS 1. Drawing No. 08-FSH-0002, titled "Impact Aluminum Bahama Shutter", sheets 1 through 9 of 9,prepared by Engineering Express; dated February 24, 2009, last revision dated October 10,'.2011,.signed and sealed by Frank L. Bennardo,.RE. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami-Dade County Department of Permitting, Environment, and Regulatory Affairs(PERA). ItKuy A.Makar,P.E.,M.S. Product Control Unit Supervisor NOA No. 15-0316.11 Expiration Date: 03/08/2024 Approval Date: 04/16/2015 E-2 Florida Shutters,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATION 1. None, F. STATEMENTS 1. Compliance letter in accordance with the Florida Building Code, 2010 edition, issued by Engineering Express, dated.October 10, 2011, signed and sealed by Frank L. Bennardo, P.E. S. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 013-1203.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami-Dade County Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATION 1. None. F. STATEMENTS 1. . Compliance letter in accordance with the Florida Building Code, 2010 edition, issued by Engineering Express, dated November 20, 2013, signed and sealed by Frank L. Bennardo, P.E. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL# 14-1120.09 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami-Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. H y A.Malcar,P.E.,M.S. Product Control Unit Supervisor NOA No. 15-0316.11 Expiration Date: 03/08/2024 Approval Date: 04/16/2015 E-3 Florida Shutters,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATION 1. None. F. STATEMENTS 1. Compliance letter in accordance with the Florida Building Code, 2010 edition, issued by Engineering Express, dated October 10, 2011, signed and sealed by Frank L. Bennardo, P.E. 7. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 14-1959, titled "Impact Aluminum Bahama Shutter ". sheets 1 through 9 of 9,prepared by Engineering Express, dated February 24, 2009, last revision dated October 28, 2014, signed and sealed by Frank L. Bennardo;P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami-Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. STATEMENTS 1. Compliance letter in accordance with the Florida Building Code, 2014 edition, issued by Engineering Express, dated March 06, 2015, signed and sealed by.Frank L. Bennardo, P.E. H y A..Makar,P.E.,M.S. Product Control Unit Supervisor NOA No. 15-0316.11 Expiration Date: 03/08/2024 Approval Date: 04/16/2015 E-4 ._-._... glL I�E9N ARDO.P.E. - ! IMPACT ALUMINUM BAHAMA SHUTTER FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE (HVHZ) ' /i J 4. NO.41 54 112'MAX.SHUTTER WIDTH 56'MAX.SHUTTER WIDTH (REFERENCE SYSTEM NOTES) (REFERENCE SYSTEM NOTES) �••• STATS Ntn . 28"MAX. ,�y� 2B°MAX. 26"MAX. 28"MA%. 28'MAX. 28"MAX. �C a 1415 PANEL WIDTH_r PANEL WIDTH NEL WIDTH PANEL WIDTH 141 PANEL WIDTH�PANEL WIDTH •�B• £ z i %,s!4NA1 Z LL a 8 �(r — Z $m i.Z � XM . 45 w 2S oma �W.. � 1 152 ZD 12,5 ��-.f- I - SHUTTER ARMS. 23 t--1 g REFERENCE ARM �7 g SPACING 25 SHEET SEAMS SHALL BE VERTICAL SHUTTER ARMS. t SCHEDULE. WITH 2"OVERLAP AT MULLIONS. U SHEET MAY SPAN ACROSS MORE 1 SPACING CE ARM W s m ti a THAN ONE MULLION WITHOUT 2 SCHEDULE. I W n p SEAM. £WCC 3 27 8 1 1 3 1 =f z ! $ £ e5 . ofw �` ' ` Qom° v a PRODUCT REVISED / , \ U a '/' m DDmDiying wi01 the Florida 4 a F1 R —'' Ami p�tmlw No �' 11 19 12 5 12 1 8>Wlmllon UWo �Z,Q, 2.3 Q ._ 2-3 11 19 iQUAD PANEL SHUTTER 11 P� I 2 DOUBLE PANEL SHUTTER 1 N.T.S. EXTERIOR ELEV 1 N.T.S. EXTERIOR ELEV GENERAL NOTES 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE 2010 FLORIDA 6 E BUILDING CODE AND THE FOC FIFTH EDITION(2014), IN COMPLIANCE WITH THE HIGH VELOCITY HURRICANE SYSTEMg NOTES I a a'gdg ZONE,PER TAS 201/202/203. g 2. NO 33-1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. WIND LOAD 1. FOR INSTALLATIONS WITH STORM BARS,ANY NUMBER OF ARM SPACING DURATION FACTOR Cd=1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. PANELS MAY BE USED,PROVIDED THAT THE OVERALL SHUTTER g I 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED WIDTH DOES NOT EXCEED 112•MAX AND THE PANEL WIDTHS DO TABLE BY OTHERS ON A JOB-SPECIFIC BASIS.IN SHUTTER N ACCORDANCE WITH THE GOVERNING CODE, NOT EXCEED 28'MAX. J4 4. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FORA SPECIFIC SITE. FOR 2. FOR INSTALLATIONS WITHOUT STORM BARS,ANY NUMBER OF MAX ARM SPACING SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN,A LICENSED ENGINEER OR REGISTERED PANELS MAY BE USED AND THE SHUTTER MAYBE INSTALLED WITH AN HEIGHT 2-PANEL 3+PANEL ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. 'UNLIMITED OVERALL WIDTH,PROVIDED THAT THE PANEL WIDTHS DO SHUTTERS SHUTTERS •Y S. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED NOT EXCEED 28'MAX. 0-48" 56" 56' s LOADS. I��;R 6. ' 'SHUTTER SIZE SHALL BE RESTRICTED BY THE MAXIMUM DIMENSIONS SHOWN HEREIN. MAXIMUM ALLOWABLE BO.O PSF 49"60" 56' 45" CWM=TNinrt Pa*E79PE9i 7. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING: �4-1959 FLORIDA SHUTTERS,INC. 61"-72" 56" 38" VERO BEACH,FLORIDA DESIGN PRESSURES: +80.0 PSF 73'-84" 56 32" 111 SCALE' MIAMI-DADE PRODUCT CONTROL APPROVED I WE DRSCRIMON: 8. ALL BOLTS&WASHERS SHALL BE ZINC COATED STEEL,GALVANIZED STEEL,OR STAINLESS STEEL WITH A 85"-96• 56" 28' SCHEDULES HEREIN FOR ADDITIONAL SC MINIMUM TENSILE YIELD STRENGTH OF 60 KSI. ALL 3/16.0 OR 1/4"0 POP RIVETS SHALL BE 5056-H32 ALUMINUM REFERENCE DESIGNVALUES IN THIS TABLE ARE BASED p� ALLOY OR STRONGER. LIMITATIONS TO ALLOWABLEDESIGN PRESSURES,AS DETERMINED ON PRESSURES RESULTING FROM °F N 9. ALL STEEL IN CONTACT'WITH ALUMINUM SHALL BE PAINTED OR PLATED"AS PRESCRIBED IN THE ABOVE-NOTED BY SHUTTER SPAN,STORM BAR CONFIGURATIONS,AND ANCHORAGE. 3-SECONDPRESS GUST WIND SPEEDS UP M X i BUILDING CODE. 1 TO 90 MPH 10. THIS ENGINEERING IS FOR THE EXCLUSIVE USE OF ITS OWNER,FLORIDA SHUTTERS,INC.IF THIS HAS BEEN ,� SUBMITTED BY ANOTHER COMPANY IT MUST HAVE A NOTARIZED LETTER OF AUTHORIZATION. ' HINGE ANCHORS PER ANCHOR SCHEDULE & `--- - rEDGE HINGE ANCHORS PER � DISTANCE ANCHOR SCHEDULE 1/2° EMBE �r �T ANCHOR SCHEDULE: '" MAX. w p BASE ANGLE ANCHORS- •' - • 1/4"-20 POWERS CALK-INS: w E 1"MAX FROM ENDS AND 6.5"O.C.MAX Q• N '� p u+ TO MASONRY/CONCRETE WITH 7/8•MIN' { EMBED,AND 2-MIN EDGE DISTANCE. i 1 --1- • 1f4"ELCO PANELMATES(MALE OR FEMALE): 1"MAX FROM ENDS AND 60"O.C.MAX / '•�'�i�•tD'd`+u U TO MASONRY/CONRETE WITH 1-U4`MINHi1 z T Q 14 EMBED,AND 2"MIN EDGE DISTANCE, +LLttt!!1 I EXISTING EXTERIOR I WALL FINISH • 1/4"ELCO PANELMATES(MALE OR FEMALE): Z Q WE)WW 1"MAX FROM ENDS AND 10"D.C.MAX 3 WALL FINISH 26 L TO THREAD PE MIN WOOD WITH/4'M MIN � � 5 m w THREAD PENETRATION,AND 3/4'MIN EDGE Z 4 26 DISTANCE. W M w § _0D 2EXISTING HINGE ANCHORS: H .l oa EXISTING IJ4°TAPCONS(ITW): o w�; m b GLAZING GLAZING 1'MAX FROM ENDS AND S"O.C.MAX LU+�{ 3 - THRU WOOD BUCKS OR DIRECTLY INTO MASONRY/CONCRETE WITH 1-1/4"MIN EMBED,AND 2-1/2'MIN EDGE DISTANCE. 4 5 • #12 WOOD SCREWS: 2 1"MAX FROM ENDS AND 12"O.C.MAX 7 8 10 THREAD PENEITRATIONN WOOD,A D 3/WITH q MINIEDGE V i 2 2}� MINIMUM DISTANCE. Z _____..- _-- — SEE PARATION FROM GLASS 9 9 STORM BAR ANCHORS: 1--1 u ' .... \�ti MASOONRI� MASONRY/CONCRETE RETE WITH 7/8WERS CALK-IN 'NT EMBED, I V)w It 1 0-IgNCE.SPACING,AND 2W MIN EDGE t 1/Z W N j y 1 - • 1/4•ELCO PANELMATES(MALE OR FEMALE) uj 4 t\ t 2)'4'MINIMUM TO MASONRY/CONCRETE WITH 1-1/4"MIN t - o ttt"""""" . ' SEPARATION EMBED,2-1/2"MiN SPACING,AND 2"MIN w FROM GLASS EDGE DISTANCE. - __-- -_.,-` _ _ • 1/4`ELCO PANELMATES(MALE OR FEMALE) TO G=0.55 MIN WOOD WITH 1-7/8'MIN x m n Z Z 23 '6 AND 3/4' THREADE NE PENETRATION, DNSTANCE MIN SPACING, ¢8 z R i 3 BASE ANGLE ANCHORS a z a 2'LEG PER ANCHOR SCHEDULE ANCHOR NOTES: c E L ANCHORS SHALL BE INSTALLED IN _j 9 9 ACCORDANCE WITH MANUFACTURERS' u• - RECOMMENDATIONS. 2. TAPCONS SHALL BE MANUFACTURED BY ITW. 28 'ELCO PANELMATE°ANCHORS FOR USE IN _ g EXISTING EXTERIOR CONCRETE,HOLLOW BLOCK OR WOOD MAY BE MALE FEMALE, WALL FINISH OR 3. WHERE ANCHORS FASTEN TO NARROW FACE EXISTING EXTERIOR OF SND FRAMING,ANCHOR SHALL BE LOCATED IN ng#g a 1 WALL FINISH EMBED. CENTER OF NOMINAL 2x(MIN)WOOD STUD(i.e.3/4' 's B� EDGE DISTANCE IS ACCEPTABLE FOR ANCHORS TO 4 PRODUCTRBVISED. WOOD FRAMING). ( . 254. WOOD HOST STRUCTURE SMALL BE ---� as complying With theFlorido SOUTHERN PINE"G-0.55 OR GREATER DENSITY. Building Coda S. MINIMUM EMBEDMENT SHALL BE AS NOTED Acceptun0D.I. Z4POGE 11 IN ANCHOR SCHEDULE. MINIMUM EMBEDMENT AND p 3/4"MAX. Exp inn DISTANCE EXCLUDES SNCCO,FOAM,BRICK, AND OTHER WALL FINISHES.EDGE Dy6. WHERE EXISTING STRUCTURE IS WOOD m DISTANCE M 1 DoFRAMING,EXISTING CONDITIONS MAY VARY, FIELD 3/4" VERIFY THAT FASTENERS ARE INTO•ADEQUATE MAX -��ALTERNATE TRAP MOUNT WOOD FRAMINGMEMBERS,O HERS)NOT SHTO PLYWOOD. SR° BASE ANGLE ANCHORS � 7. WOOD BUCKS(BY OTHERS)SHALL BE MIN, 11 PER ANCHOR SCHEDULE L� ANCHORED PROPERLY TO TRANSFER LOADS TO THE 14-1959 6'=1'-0" VERT.SECTION EXISTING STRUCTURE. scare, 2EMBED, S. MACHINE SCREWS SHALL HAVE MINIMUM OF pane oescalpaoR: •LEG � 1/2"ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD, OR WAFER HEAD("SIDEWALK BOLT•)U.N.O. TYP_ICAL_EACE_M'4UNT r� o 2 6"-V-0" VERT.SECTION l„T7 l No.4654 rn 3/16 POP RIVETS;(1)AT EACH END&AT MIDDLE OF SPAN TO 4%: STATE HOLD TUBE TO HINGE. ;� LORIM � � Z= a14HINGE ANCHORS PER :10 ANCHOR SCHEDULEVt�EMBED, EXISTING EXTERIOR ———_—M1WALL FINISH �L————A' o¢ �----- OW �$y 1 a 25 � • 37 •37 "'D.i O'� tC 26 2 W 1 EXISTING EXTERIOR .• w ——— ————— ———— ——— 3 WALL FINISH a (L)CLIP AT (� 3/4" EACH CORNER MAX AND MULLION z 1/2° LOCATION 21/2" 21/2° n 22 2)'1'MINIMUM MIN. (n w e H SEPARATION 19 EMBED. 1Q FROM GLASS 2'LEG W #6 SS SMS,(1)AT EACH 7" U� w i g B END&AT MIDDLE OF w=$ SPAN TO HOLD TUBE TO U FRAME(SAME AT SIDES). p Z 4 5 1 2 (3)1/4"ELCO PANELMATES(MALE OR FEMALE) RRRSSS Ej W 06063-T6 ALUMINUM TUBE AROUND • TO AND 25MINN.EDGE DREJ�TA CEN 1-1/4°MIN.EMBED. QQ 0 i 1 3 OPENING PERIMETER;1"x2"XO.062" . OR TO(G=0.55 MIN.)WOOD WITH 1-7/8'MIN.THREAD 5 1 a MINIMUM,2"x2"x0.062"MAXIMUM.' PENETRATION AND 3/4'MIN.EDGE DISTANCE. f F ry O r EXISTING EXTERIOR ,J g+EEb 2 WALL FINISH 2 OPTIONAL BASE CLIP �n 2 28 3 6'=l'-0' EXTERIOR ELEV/VERT SECTION o e zh2R , � MAX. 1/2.. 3 $ MIN. _ @y BASE ANGLE ANCHORS PER EMBED. L ANCHOR SCHEDULE 11 ��nR9 1 BUILD-OUT WALL MOUNT ��mp tl Flolide CWMWEKVEETM@MM Bulding Code g 6'=1'-0° VERT SECTION BxpiPUDDDBa O o scALEf4-1959 " PAGE DESCRIPTION: 3y ¢ Mi I De uc Rtrol ai ... rg - .\N 1111111°II ._ • HINGE ANCHORS PER - say..;\\• ANCHOR SCHEDULE - "I '. •111 14 1/4'-20x2"SS BOLT / ALTERNATE SUPR -}•� i THROUGH BAR&INTO / // EMBED EDGE DISTANCE-} ARM BRACKET �f 1/4°-20 RIVNUT OR / I I w / / LOATION.USE 0 MOLLY JACK-NUT / EXISTING EXTERIOR / // TH15 ALTERNATE WALL FINISH LOCATION SHALL n o / MAINTAIN 900 ANGLE ARMS SPACED PER r/ 1 WITH SHUTTER. q uA U ARM SCHEDULE _ _ _ ()J 171 („n: b 1/4°-20 SS THRUBOLT& EXISTING EXTERIOR L NUT OR 1/4"0 ALUMINUM 'j' a a W LL Z 3„gggg LOCKING PIN Z t m W o WALL FINISH L �w 17 uj - Nnig3 LD ' . 1 2 REMOVED AWHEN 21 EMB . �'J////J�j Ip .10+01 a SHUTTER IS IN •'• OPEN POSITION 0 / 1/4°-20 THUMB SCREW U WITH SLEEVE (1)36"EV RED HEAD DYNABO O 30 OE ::. SLEEVE ANCHOR PER SUPPORT i 1YZ MIN EMBED Z G Mq� AND WITH IN EDGE DISTANCE ~ v S z ALTERNATE OPEN SHUTTER N w o �W MOUNT FOR END ARMS ONLY o w TWO 1/4"-20 // BRACKET NOTES 1,MAY OPTION TO FASTEN6--1.-0. Q 1O a // // VERT SECTION BOLTS INTO // BRACKET TO ANGLE WITH ONE 1/4°-20 S.S. 4 , O i 1/4'-20 ALUMINUM // / THRU-BOLT IN LIEU OF TO THE SHUTTER FRAME.2. g RIVNUTS OR BRASS // / BRACKET MAY BE PLACED ON VERTICAL L FRAME OR // u u1Oi MOLLY JACK-NUTS MULLION MEMBERS WITHIN 6"OF THE SHUTTER // 1 =SEo n z BASE EDGE. EDGE DISTANCE ALTERNATE SUPPORT NOF < ALTERNATE SUPPORT ARM BRACKET Q > LL o 16 EDGE DISTANCE ARM BRACKET LOCATION. // ma LOCATION.USE OF Q 17 USE OF THIS ALTERNATE L EXISTING THIS ALTERNATE / 0 ATION HALL LOCATION SHALL EXTERIOR / r MAINTAIN 90D ANGLE WALL FINISH 1 MAINTAIN 90°ANGLE —1 i3 / WITH SHUTTER. _ _ WITH SHUTTER. ARMS SPACED PER / ARMS SPACED PER LL ARM SCHEDULE EXISR ONG R ARM SCHEDULE / WALL FINISH In g€@@@ '•'' t- 1/4"-20x2"SS BOLT �d a g9 o I THROUGH BAR& INTO 1/4•-20 RIVNUT 1 Y E 7d- OR MOLLY JACK-NUi21 w l d 2 m •.• w t6 .•• EMBED. l7 ® 21 z EMBED. 1/4"-20 THUMB - Hg w SCREW WITH SLEEVE 20 / 6 a ANGLE MAY BE 1/4'-20 SS /--�- 1/4"-20 SS THRUBOLT& .•.• (1) RED HEAD DYNABOLT REMOVED WHEN THRUBOLT&NUT OR 20 / ' . NUT OR 1/4"0 ALUMINUM SHUTTER IS IN 1/4.0 ALUMINUM LOCKING IN SLEEVE ANCHOR PER SUPPORT 4 OPEN POSITION LOCKING PIN �',;. CLIP WITH 1Yz"MIN EMBED 33 1/4°-20 THUMB SCREW AND 2Ya"MIN EDGE DISTANCE ' WITH SLEEVE (1) RED HEAD DYNABOLT ClJRfNGHfFxdtffFAINO EXVpE55 SLEEVE ANCHOR PER SUPPORT 3 ALT. OPEN SHUTTER MOUNT CLIP WITH I%"MIN EMBED 14-1959 1/4"-20 SS THRUBOLT&NUT OR AND 2Y,'MIN EDGE DISTANCE [} 6'=1'-0° VERT BECKON scale) - 1/4"0 ALUMINUM LOCKING PIN as complyingwiW th°Florida PRODUCTRIIVISED Pace aeseluPnoR: Building Coda 1 OPEN SHUTTER MOUNT Accoplan�"°l -03 IIZ� u°uoot°o VERT SECTION Miam ct Can (u y D "'ZZl�C 31 i EXISTING GLAZING ,OF� \�F ES �z7 v� >QV�q�{SW INN, 1 NNK 2 3 3 1r. I II II III Zk NWgw' II 6 w �9g s l 1 i iiI III v). 3 $ i n 3 - i IIS SII 31 °o W I III I 1"MIN. 2 11 MIN. ——_ SHUTTER WIDTH. ——_ — — III u NOTE:STORM BARS NOT SHOWN FOR CLARITY 6 1 III 3 H u a' 1 TYPICAL FACE MOUNT ,c 6°=V-0" HORIZ SECTION 1 W Z n e N 3 s FRAME CORNER DETAIL d o 'a 5 6"=l'-0' ORTHOGRAPHIC ✓Yil e E zo Ill III Dos" �o I I EXISTING GLAZING g #8 SS SMS,(1)AT EACH END& #8 SS SMS,(1)AT EACH END& —— I I — LjO AT MIDDLE OF SPAN TO HOLD AT MIDDLE OF SPAN TO HOLD = __ _— 30 TUBE TO FRAME(TYPICAL) .E z m �Or- 6063 TUBE TO FRAME(TYPICAL) 6063-T6 ALUMINUM TUBE 6063-T6 ALUMINUM TUBE Y AROUND OPENING PERIMETER; z9 AROUND OPENING PERIMETER; 1"x2"x0.062'MINIMUM, F o.c 1'x2"x0.062"MINIMUM, 2°12°0.062°MAXIMUM. ry w LL 2 2"x2°x0.062'MAXIMUM. 1 5 MULLION CONNECTION 1 n 6"=V-0" ELEVATION 1°MIN. mv/nb7gEKEgNo owAfsS > 1"MIN. PRODUCTREVISED SHUTTER WIDTH as complying lvith Aha Florida 14-19 59 NOTE:STORM BARS NOT SHOWN FOR CLARITY Building Godo Acccpfence Ino — 3 •'/ SCALE: 2 BUILD-'OUT MOUNT s i uon Dole Z¢ PAGE DESCp1PISON: € 5 6-=V-0° HORIZ SECTION i u Control nr� � I � I 111/1111111111.. -- • O,P.E. A9oFF �'C 1 •••�,� EDGE EDGE *W,AEXISTING EXTERIOR RIOR ERS DISTANCE 2 3 DISTANCE 3/4"MAX. ^O R ANCHORS LL�u:STORM BAR • S70RM BAR OR SCHEDULE Z U W+ 7 8103/ z "�WWW 333 33 ;W I .0SHUTTER • SHUTTER I • 2 3 232 "�p5/16"0 SLOTTED HOLE D FOR THRUBOLTS t 3/8"0 HOLES 3/8"0 HOLES .1. Ty ANCHOR SPACING 1/2•MIN. 2" PER ANCHOR SCHEDULE 4` TYPICAL V STORM BAR STORM BAR STORM BAR STORM BAR TO MULLION 1 CONNECTION TYPE 'A' z CONNECTION TYPE 'B' 3 CONNECTION SECTION 4 CONNECTION DETAIL 6 2'=11•0" EXTERIOR ELEV ( 2" 1'-0" EXTERIOR ELEV 6 2'-l'-O' VERT SECTION 6 6"=1'-D" VERT SECTION Z e LVA- oa a! �o a co z 8ot cn � C Z)s tt EDGE DISTANCE 5/16'0 SLOTTED OR R 3/8'0 ROUND HOLES O • (L STORM BAR I I 7 B 10 STORM BAR ANCHORS 7 g 1p STORM BAR ANCHORS PER ANCHOR SCHEDULE PER ANCHOR SCHEDULE 8 I 36 EMBED. EMBED. SHUTTER 1 11,3220 ,,�a I 3 67 EXISTING EXTERIOR EXISTING EXTERIOR o 3/4" WALL FINISH BY OTHERS WALL FINISH BY OTHERS g & ANCHOR SPACING @@qq PER ANCHOR SCHEDULE SHUTTER BEYOND SHUTTER BEYOND 6p STORM BAR STORM BAR ALT. STORM BAR@@� 5 CONNECTION TYPE 'C' 6 CONNECTION SECTION CONNECTION SECTIONS mi; " 6 2--ill-0EXTERIOR ELE.V ( 2'=1'-0' VERT SECTION (j 2"=1'-0" .VERT SECTION PRODUCT REVISED' WmPlYing with lha Mori& HTONutgExla EanEry EGllai%CW. A 14-1959 cceptance No IS-03 Exp1 'ou Dole JZ¢ SCALM B PAGE DESCRIPTION' Y 00 � ,Contro c� ML ---------- .. ...... 0.062" 0.375" ry T LENGTH AS T 0.062° RE(TD -0.040* -0.187' 0.050-t -0.093" 9 ri 0.125" L 0 250" LENGTH I" 0052 L2 aj LL FRAME t-,N MULLION FRAME CAP Z B �.E HOLLOW BLADE FRAME CORNER KEY STORM BARW Lo 0 "V' j 4- 6063-T6 ALUM. 6063-TS ALUM. r,063-T6 ALUM. ��6061-T6�AWM. ��6063-T6�ALUM. 606'1-�'.R 110.1-'Il ALUM." Lu uj =z zr w c > LENGTH 2'0 12A LENGTH- 2' Z, _T 4'@ 12B 4' 13A h 13B N; N .T Lu Ld -N;,uil b 18 2E LENGTH ENTIRE o LENGTH AS c4 A REQ'D LENGTH AS WIDTH OF SHUTTER REQ'D .250" _10.250- o Lu Z w -0.125' 6.125* in 2.100' 3.000" 4.000' 3.000' -5.000" THIS LEG AT WALL STORM BAR STORM BAR STORM B RM BAR 'C' BASE ANGLE @��C�ONNECTION ANGLE. CONNECTION ANLE STORM ""M 6063-TS ALUM. 13 13 2B -TS ALUM. 10 0, _T J '1� S &LO 6061-T6 OR 6005 TS ALUM. ALUM. 6063 z 0.760" -2.375"- 1.000" 0 0.068" V) n '('68" Lu 121 G AT WALL 062" 2: a! o 80"0080" R0.412" 00.250" LE LL =FP i- ==== '. N 0/7.20 -4 80" 7/16"0 0.0 -2.3.11 o �1.125 0.380"1 062Q 0.3 5/16-0 FEMALE HINGE MALE HINGE SUPPORT BRACKET SUPPORT BRACKET OPTIONAL BASE ANGLE Qgpurrul. Q 7) 6� 63-TEALum -Ts ALUM. PRODUCT REVISED 14 FEMALE MT6 ALUM. \tV 6061-T6 ALUM. 6063-T6 ALUM. 6063 W-mplying widi the Flo id. BILL OF MATERIALS zy 4-Z,4k===L0,049 Zs NO. DESCRIPTION NOTES I LL SHUTTER FRAME 6063-T6 ALUMINUM 20 OUTER PORTION OF SHUTTER ARM 6063-T6 ALUMINUM I MULLION 6061-T6 ALUMINUM 21 INNER PORTION OF SHUTTER ARM 6063-T6 ALUMINUM 3 FRAME CAP 6063-T6 ALUMINUM 22 0.050"THICK ALUMINUM HURRICANE SHEET 3003-H14 ALUM.;MIN SCAM OVERLAPS 2'AT MULLIONS w I'O,D.SERRATED TUBE 8 4 Z-BLADE 6063-T6 ALUMINUM Y.'STL BOLT OR THREADED onn wtwvNr NUT STORM BAR TO SHUTTER MULLIONS 9 5 HOLLOW BLADE 6063-T6 ALUMINUM 24 Y4'MOLLY JACK NUT OR 6061-T6 RIVNUT FRAME OF NO.23 ABOVE INTO MULLIONS ARM A FRAME CORNER KEY 6063-T5 ALUMINUM;PLACED AT EACH FRAME CORNER 25 1/4-20 S.S.BOLTS lk 6061-T6 RIVNUTS AT FRAME CORNERS&12'MAX D.C.(SHEETTO SHUTTER) (OUTSIDE)6 L2"x2!'xO.093" 6061-Ti OR 6005-TS ALUMINUM 26 -Y,,-5052-ALUMINUM POP RIVETS I"FROM HINGE ENDS&6'MAX D.C.(TOP 2 6063-T6 ALUM. 7 L2"x2"xY,"STORM BAR HINGE TO SHUTTER) 8 L3"x2"xYe STORM BAR 6061-TI OR 6005-TS ALUMINUM 27 Me 5052-ALUMINUM POP RIVETS I"FROM HINGE ENDS&6-MAX D.C.(BASE ANGLE TO SHUTTER) 0' 1 0 2 3 4 23 24 2, z 9 28 1/4-20 S.S.BOLTS 6061-T6 RIVNUTS 1°FROM ENDS IZ"MAX D.C.(BASE ANGLE TO SHUTTER)0 L5'x2"xY."STORM BAR 6061-TI OR 6005-TS ALUMINUM NO.6 x V.'S.S.P.H.SMS SECURES Z-BLADE END TO FRAME CAP(2 PER BLADE END) 0.049" 11 L2'xl.S"MINxY."CONT.BASE ANGLE 6063-TS ALUMINUM;SECURES SHUTTERS CLOSED 29A NO,6 x Fs"S.S.P.H.SMS SECURES HOLLOW BLADE END TO FRAME CAP(2 PER BLADE END) 12A L3"x2"xY4"STORM BAR END CONNECTOR 6063-T5 ALUMINUM;2'LONG;USED WITH-OUT BUILD-OUT 30 NO.8 x 3'S.S.F.H.SMS 2 PER MULLION END THROUGH FRAME 12B L3".2'xY,-STORM BAR END CONNECTOR 6063-TS ALUMINUM;4"LONG;USED WITH-OUT BUILD-OUT 31 NO.6 x 1%'S.S.F.H.SMS 2 PER FRAME CORNER INTO CORNER KEY 7/8"O.D.SERRATED TUBE 13A L4-x2-xY4-STORM BAR END CONNECTOR 6063-T5 ALUMINUM;2"LONG;USED WITH BUILD-OUT 32 NO.6 x-Y?S.S.F.H.SMS -1 PER FRAME CORNER INTO FRAME SCREW BOSS 13B L4x2"x%"STORM BAR END CONNECTOR 6063-TS ALUMINUM;2'LONG;USED WITH BUILD-OUT 33 Y4"x3"MIN STL.BOLT W/WING NUT I PER STORM BAR END THROUGH END ANGLES&BAR ARM 14-1959 14 FEMALE TOP HINGE 6061-T6 ALUMINUM;FULL WIDTH OF SHUTTER 134A 11/4-20 RAWL CAULK-IN SEE ANCHOR SCHEDULE (INSIDE) cV 11 15 MALE TOP HINGE 6061-T6 ALUMINUM;FULL WIDTH OF SHUTTER 134B 1 1/4-20 MALE OR FEMALE PANEL MATE SEE ANCHOR SCHEDULE @ PAGE 13ESCIUPTI N: _1163-T6 ALUM. 16 SHUTTER ARM SUPPORT BRACKET 6063-T6 ALUMINUM;ARM TO SHUTTER BRACKET 35 Ye STL BOLT OR THREADED ROD W/WING NUT ANCHOR STORM BAR ENDS TO WALL ANCHORS 17 SHUTTER ARM SUPPORT BRACKET 6063-T6 ALUMINUM;ARM TO WALL BRACKET 261/420:LMEL BOLT ANCHOR STORM BAR END CLIPS TO WALL ANCHORS 18 3-1 S.&BOLTS&6061-T6 RIVNUTS 2 PER BASE CLIP INTO SHUTTER FRAME 19 L2'x1.5"MINxYe BASE ANGLE(7.LONG) 16063-T6 ALUMINUM;(1)AT EA.VERTICAL SHUTTER MEMBER Ll J �Q` vEWaGsp CENTERLINE rCENTERLINE rCENTERLINE rCENTERLINE SUPPORT :,` N`S ,'�6�"'• r OF SUPPORT I OF SUPPORT I OF SUPPORT SHUTTER WIDTH1 BAR SPAN BAR SPANA,(B ur '• .O -'— ce OR P _. i ug - Z�C �m W x 11�11�DTI oR zz W W +i W 3 C m V W PIA in b m _SHUTTER WIDTHIrEd ~C ¢ -I}I-- - -- -- - - - — cc m X r-I NO BARS c -- "_ 7d u 9 v 1'-0° EXTER ELEV (SIN $ (SINGLE SPAN SHUTTER) l W oo $ JIMI lll------- ` rw'N A ggg� FOFSUPPORT IERLINE OFSIPoar ONE BAR eTWO BARS BAR SPAN 9 "=1'-0` EXTER ELEV 9 1/2'=V-0" EXTER ELEV =7:m N or- 112 (TWO SPAN SHUTTER) (THREE SPAN SHUTTER) i .Q 8 O on ww cc N� ..... TABLE 1: ALLOWABLE PRESSURE TABLE J FOR SINGLE SPAN SHUTTERS �I- cc _ 0 SHUTTER PRESSURE(PSF) @ F zU HEIGHT POS NEG yyy N vsi d -- FS 60"&LESS 65 80 5g �+ p 62° 60.7 72.1 Q s 6fi + x PRODUCTReVISED tziMI - 64" S6.8 66 B comPlyinBWillithaFloriJu ¢$ G Hui,diu.Code 66° 53.3 60.4 Amplanaallo -CIS ! g 68" 50 55.4 HKPi ion Date a = NUTTER WIDT ,'py 70" 45 50.9 By - 72" 40 46.8 MiemlDak uct lltro[ S g -- - — - - —-.1- 74' 36 43 `d -_- 76" 32 40 fir N __ TABLE 1 NOT - 14-1959 1. TABLE 1 SHALL BE USED ONLY FOR SINGLE SPAN 2. DESIGN PR SSR STFOR S NGLE SPAN SHUTTERS _STORM BSCAM - PAGE DESCRIPTION, SHALL NOT EXCEED THE DESIGN PRESSURES E� INDICATED IN TABLE 1. of e THREE BARS 3. FOR MULTI-SPAN SHUTTERS WITH STORM BARS, 9 1/2"w 75- EXTER ELEV REFERENCE TABLE 2. . O (FOUR SPAN SHUTTER) TABLE 2: STORM BAR DESIGN SECHDULE : ,d:� s� ofic ALLOWABLE STORM BAR ALLOWABLE ANCHORAGE ALLOWABLE STORM BAR ALLOWABLE ANCHORAGE DESIGN PRESSURE(PSF) DESIGN PRESSURE(PSF) I DESIGN PRESSURE(PSF) DESIGN PRESSURE(PSF) p ��-p\\\\ SHUTTER SHUTTE� I I$I 1P'a STORM BAR SPACING STORM BAR SPACING CONN.'A' CONN.'S'&'C WIDTH CONN.'A' CONN.'8'&'C W1DTH� zI�� jU�W � STORM BA0.'A' STORM BAR'0' STORM BAR'C' i STORM BAR'A' STORM BAR'S' STORM BAR'C 2'x2°x0.125" 2'x3'x0.125' 2'x5"x0,125' j 2'x2°x0.125" 2"x3°x0.125° 2"x5'x0.125" U W LL BLOCK/ BLOCK/ WOOD CONCRETE WOOD BLOCK/ LJ 4 Q WOOD WOOD CONCRETE CONCRETE X L 10.$w o CONCRETE CONCRETE Z u UP TO 42" 80 80 60 80 80 so 52 UP TO 24" - N O 4 " 31 80 80 88 80 34 UP TO 48" 73 80 80 80 80 80 45 UP TO 30' - 3 3 m 80 W BO 80 55 S' p UP TO 36" 67 80 a0 80 80 80 52 98' UP TO 36' 75 80 45 88 N 3 J 2 42" UP TO 42° 57 80 00 80 80 80 44 UPT04r - 64 80. 39 58 b W UP TO 48' 60 80 80 60 78 80 39 UP TO 48' 68 80 34 51 UP TO 30" 68 80 80 60 60 80 55 ! UPT024" - 80BO 84 80 32 48" UPT03V 48 80 80 80 80 60 45 UP TO 30" - 78 80 61 77 UP TO 42" 41 8o 80 80 78 60 39 102" UP TO 36' - 63 80 43 04 UP TO 48" 36 80 80 60 68 8o 34 UP TO 42' 64 80 38 55 UP T030' 43 BO80 60 80 80 48 UPT048° 47 80 32 48 U 54" UP T036" 30 80 80 80 80 80 40 UP TO 24" - '80 80 61 80 30 UP T04r 31 80 80 60 69. 80 34 UPT03V - a8 80 48 73 1z-I U �i UP TO 48" - 72 60 80 61 80 30 108" ' UPT03&' - 54 80 40 60 ` G UPT024" 41 90 60 80 60 80 55 UPTO 42° - 46 80 34 52 UP TO 38' 33 80 80 80 80 e0 44 UP TO 48' . 40 80 30 45 a/ ul It'0.T1 00" UP TO 38" 73 80 60 73 80 36 1 UP TO 24" - 74 80 68 80 - w o 6 UP TO 42' - 63 eo 80 62 80 31 UP T030' 69 80 47 70 UP TO 49° 55 60 80 55 80 112" UP TD 36' 48 80 39 68 1}�U rl m 110 }s UP TO 24" 32 80 80 8o 80 80 50 UP T042' 42 80 33 3 UP TO 30" 69 80 80 60 80 40 I UP TO 48" - 37 80 44 = m N "� 66" UP TO 38' - 67 80 80 66 80 33 Z E UP TO 42' 49 90 80 57 80 TABLE NOTES: o w rc UP TO 48' - 43 80 80 50 74 ut ' 11. TABLE BE USED ONLY FOR MULTI-SPAN SHUTTERS WITH STORM BARS, z UP To 24' 68 80 e0 80 e0 45 2. DESIGN PRESSURES FOR MULTI-SPAN SHUTTERS SHALL NOT EXCEED THE a UP To 30` 65 80 80 73 80 36 DESIGN PRESSURES INDICATED IN TABLE 2., 7z' UP T038" 45 80 80 61 80 30 3. FOR SINGLE SPAN SHUTTERS WITH NO STORM BARS,REFERENCE TABLE 1, O F' UP TO 42' 39 80 80 52 78 ,J UP TO 48' 34 80 80 45 88 LL. UP TO 24" 55 80 80 80 80 42 UP TO 30' 44 80 80 67 80 33 78° UP TO 38° - 37 80 80 68 80 A$ UP T04r - 31 80 80 48 72 - R8 i3 UP TO 48" - - 80 80 42 63 - UP TO 24' 45 80 80 78 80 39 {q g UP TO 30' 36 80 80 62 80 31 84° UPT03W - 30 80 .80 52 78 3$ UPT04r fio 60 44 67 - PRODUCT REVISED € UPTO46' - - 80 50 39 58 - i as PplyiSwith 1hoFlorldo S g z Building Code € UP TO 24" 37' 80 90 73 80 36 A4Ceptan N0 ' UP TO 30" 30 80 80 58 Bo Expi 'an Dato 029,� 11 a i or UP TO 36" - 80 80 T. 73 Y v]" UP TO 4r 78 80 41 '82 B JA/ - W� $ MI od' ct Coatr (Z4 BA a ur TO 48" _ 67 eo 30 54 07Pf8.G4IDD09E38 14-1959 SCALE, - PAGE DESCRIPTION: i ' Florida Building Code Online Page 1 of 3 Florida Department! SCIS Home Log In ; User Registration Hot Topics Submit Surcharge `Stats&Facts Publications FBC Staff 1 BCIS Site Map Links ;Search ' Busines Professit�al1 z, Product Approval USER:Publlc User Regulation Product ADDroval Menu>Product or Application Search>Application List>Application Detail p m FL# FL137 Application Type Revision Code Version 2014 Application Status Validated Comments was pending fbc04/27/2015. Archived Product Manufacturer Town and Country Industries, Address/Phone/Email 400 West McNab Road Ft. Lauderdale, FL 33309 (954)493-8551 tomj@tc-alum.com Authorized Signature Frank Bennardo frank@engexp.com Technical Representative Thomas B.Johnston Address/Phone/Email 400 west McNab Rd. Ft. Lauderdale, FL 33309 (954)970-9999 tomj@tc-alum.com Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 1 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who Frank L. Bennardo, P.E. developed the Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation&Management Institute Quality Assurance Contract Expiration Date 12/31/2016 Validated By ORLANDO L. BLANCO, P.E. Validation Checklist- Hardcopy Received Certificate of Independence FL13757 R5 COI IndeD 2.Ddf FL13757 R5 COI IndeD 3.Ddf FL13757 R5 COI Indeo.Ddf Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2006 ASTM E1996 2005 ASTM E330 2002 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgk7yHMuovb... 5/1/2015 r lurlua rsunaing uoae vnnne rage L of 3 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13757 R5 Eauiv Equiv 2.Ddf FL13757 R5 Eauiv Eauiv 3.Ddf FL13757 R5 Eouiv Eguiv.Ddf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/21/2015 Date Validated 04/29/2015 Summary of Products FL# Model,Number or Name Description 13757.1 6.8 Accordion Shutter ILarge Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757 RS II Dwg.Ddf j Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo,P.E. PE0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design,Pressure: N/A Evaluation Reports Other: See installation drawings for allowable FL13757 R5 AE Eval.Ddf span/pressure combinations and additional limitations of Created by Independent Third Party:Yes use. 13757.2 116.8 Streamline Shutter Large Missile Impact Resistant Accordion Shutter System iLimits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757 R5 II Dwq 2.Ddf Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo,P.E. PE0046549 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See installation drawings for allowable FL13757 R5 AE Eva] 2.1)df span/pressure combinations and additional limitations of Created by Independent Third Party:Yes use. 13757.3 E.A. Essential.Facilities Accordion Aluminum accordion shutter approved up to missile level "E"for use with essential facilities and wind zone 4 applications. Limits of Use Installation Instructions Approved for use in HVHZ: No. F1_13757 R5 II Dwq 3.odf Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo PE-0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: +110/-128 Evaluation Reports Other:See product drawing for additional information, FL13757 R5 AE Eval 3.Ddf anchorage, etc. Created by Independent Third Party: Yes Back Next Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO.employer.copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail 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 mail.If you have any questions,please contact 850.487.1395. 'Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with.an email address if they have one.The emails 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. Product Approval Accepts: W, R91 eCheck M https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgk7yHMuovb... 5/1/2015 ' 1111111rrlrrr• 6.8 ACCORDION SHUTTER FOR USE WITHIN AND OUTSIDE THE HVHZ TABLE 4 TABLE 1 TABLE 2 TABLE 3 ALLOWABLE SPAN SCHEDULE '. EMTA t OF q ALLOWABLE SPAN SCHEDULE MINIMUM SEPARATION FROM GLASS ALLOYIABLE SPAN ASTM ESSENTIAL FACILITIES ONLY �`6 FOR_USE WITHIN THE HVHZ O USE :THIN THE HVHZ SC EDULE ^. � HVHZ HVHZ. MINIMUM SEPARATION. NON-HVHZ MINIMUM SEPARATION ••y, 1��E POSITIVE POSITIVE%MND ryyI{Z FROM GLASS FROM GLASS WND LOAD LOAD WITH NEGATIVE POSITIVE POSITIVE 'W U DESIGN WITH CENTE MATES DESIGN SHUTTER DESIGN SHUTTER INSTALLATIONS INSTALLATIONS N1ND LOAD INSTALLATIONS INSTALLATIONS PO6ITNEAND W o.g :MND UNOAATE 25 ALL PRESSURE SPAN s10A00VE >3D'ABOVE DESIGN NEGA7IVEVMND PRESSURE SPAN s30 ABOVE >30'ABOVE Z W Y X LOAD(PSF) b MOUNTING (PSF) GRADE GRADE WIND LOAD ALL .(PSF) GRADE GRADE '1�Li Q UQ i €3 0 OR 3: d 12 CONDITIONS•• ON.) (IN,) LOAD MOUNTING (IN.) (IN,) (9 Y m Q Z 4 OR d Q (PSF) CONDITIONS•• Z ,X W 28.3 150° 5.7' 3.S' 80' 3.1' 1.1' p 4 3 m 23.9 150' 168° 160' 0B" 3.1' 1.4' 80' 3.0' 1.1' 60.0 158' 8U W ?� 25.0 154' 758" 168- 120' 3.1' 1,0' to LL B9' 3,0" 1.6' -`5597 1,1$5'3 IA 30.0 147' 168" 168' 30 138' 6.5" 0.S' 120' 3.0' 1.8' BD,O 148' p W ES r70.0 147 150" 168 168' 5.7- 3.5' 65.0 143- 80' 3.1' 1.1° .-1 Lu 137 145• 166° 98' 3.1' 1.6° & 60' 3.0' 1.1• 70.0 13r Yg# 1J3' 141' 150' 09" 3.0' 1.0° 76.0 133' tOB' 3.1° 129' 137' 156' 4U 120' 3.1" 2.2' 108° 3A• 1.8• 80.0 128° Id 128' 134' 165' 40 120' 3.0° 2T 05.0 125• 112' 5.8°� 2.7° 6 124' 131- 148' 168' 6.8' 4.3" d 121' 128` 143' 137 6.T 2.8' BDA 121' G 1111' 12W 137' 145" 6,T 3.6' 85.0 118" 80- 3.1" 1.1° 100.0 116 99• 3.1" 1.7- 75.0 117 124' 131• �" 9.0' 1.1° 108' 3.1" 2.0" 80.0 115' 122' 128' 9B" 3.0" 1.T 110.0 110' SD 120' 3.1• 2.6' 6D 108" 3.0° 20' 55.0 113' 120' 125' 113,0 tOT 112 5A" 3.1° H, m ml 120• 3.0° 26° 80.0 112' 11 B' 121' I 120.0 105• 158' 6.B° 5.2' 85.0 110' 117 118' 1.11 100.0 108' 116' 116• +8 3.0' 1.2" 125.0 103' 60' 3.1" TV 105.0 107' 112' 112' Dr 3.0'' 1.9" 130.0 101" 09' 3.1" 1.B' Z p 8D 100" 3.0° 22• 1]9.0 9B' 00 108' 3.1" 2.1" 110.0 108' 110' 110' •140.0 OS' 120' 3,1" 27' U Q 115.0 105" 107' 107' 131° .S.T J.6• E E 145.0 82' 148' S.8° 5.0' 120.0 104 tOS 105' 60' 3.0' 1.2' �\�� p O 126,0 - 101' 150.0 B9' 60' 3.1° 1.1' 6 130.0 101 70 91' 3,0' 20" 155.0 88° 1.5' 6 3¢ 9 128' 5.7' 315' 160.0 83' 70 B9' 3.1" 1.0' 1d0.0 05r 80' 3.0' 1.2' 186.0 B1' 120'. 3.1" 3,0' y v 145.0 02' S4• 3,0• 1.7' 170.0 78° 137' 6.8° 4.6° Q >Z 90 99' 3.0' 23° 175.0 76" 00' 3.1• 1.2" F. E 160.0 89" 110" 3.5' 3,6' 180.0 74° 84' 3.1° 166.0 B6' R 180.0 83• 80 3.0' 1.T 185.0 TV BO 09' 32" 2T 185.0 01' Be 3.0 1.B' 190.0 70' 120` 3.7° 3.8° J 170.0 _ 78. 110 o; S. 185.0 88• 121' S.8" 3.7' �q 200.0 86• 00• ].1° 1.T ? 176.0 - 76' 110- 3,3' 3.3" 84• 3.1" LB• e S 180.0 - 74- 00` 3.0' 1.3° �•FOR BUILDOUT MOUNT MAXIMUM 110 00' 3.1' 2,6- 3� r[ 185.0 72' 120 e4` 1.0" 1.B" SPANS AND PRESSURES,SEE 110' 3.3' 1,3• pIS 180.0 70' 105' 3.1' 3.1 TABLE C ON SHEET 6/13 g0& 19fi.0 88' BO' 3,1' 1.2' 200.0 88' 120 i g - �•FOR BUILDOUT MOUNT MAXIMUM SPANS.AND PRESSURES,SEE 84• 3.1' 1.8' $ 6 - TABLE CON SHEET 6/13 e9' 3.1• 2.8• &dY 105° TABLE 1 AND 2 NOTES: TABLE 3 AND 4 NOTES: 1. HVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARD0 COUNTY FLORIDA, 1, NON-HVHZ:DEFINED AS ALL LOCATIONS OTHER THAN 199 A 2. DESIGN PRESSURES SHOWN IN"ACCORDION SHUTTER SPAN MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. I TM 2. DESIGN PRESSURES SHOWN IN°ACCORDION SHUTTER SPAN s a SCHEDULE'ABOVE ARE MAXIMUM ALLOWABLE DESIGN SCHEDULE'ABOVE ARE MAXIMUM ALLOWABLE DESIGN Tr PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. }}} PRESSURES AT EACH RESPECTIVE SHUTTER SPAN.9. 3. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND `) 3. NO SEPARATION FROM GLASS IS REQUIRED FOR 190 & OUTSIDE OF THE SHUTTER BEING REVERSED,FOR EXAMPLE: 0 lv` INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OF 00ww910FR"LBOW=P.L IT IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE THE HVHZ AND OUTSIDE OF ESSENTIAL FACILITIES. 15-2338 BEAM WITH THE BACK OF THE SLAT FACING OUTWARD.FOR4. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND SAO: - THIS CONDITION POSITIVE ALLOWABLE DESIGN PRESSURES AS NOTED IN TABLE 1 ARE IN THE DIRECTION TOWARDS THE OUTSIDE OF THE SHUTTER BEING REVERSED.FOR EXAMPLE:IT PAGE oescRlPr7DN: E HOST STRUCTURE AND NEGATIVE ALLOWABLE DESIGN IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEAM PRESSURES ARE AWAY FROM THE HOST STRUCTURE. WITH THE BACK OF THE SLAT FACING OUTWARD. 4. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT S. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT a PERMITTED.FOR SPANS BETWEEN THOSE INDICATED ABOVE, HURRICANE PROTECTION PERMITTED,PREOR SSURES ANS FOR WEEN NEXTTHOSINDICATED SPAN SHALL q� THE DESIGN PRESSURES FOR THE NEXT HIGHER SPAN SHALL THE DESIGN PRESSURES FOR 7HE NEXT HIGHER SPAN SHALL BE USED. BE USED. I L'��-� KL P.E. AT 0 1�1�24 GENERAL NOTES: I u� �=vX 0r 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING VARIES - NO LIMIT Q > w e CODE,FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE,AND THE <w 0 d INTERNATIONAL BUILDING CODE(IBC)AND INTERNATIONAL RESIDENTIAL CODE(IRC).THIS SYSTEM Z Y m w°2 MEETS MISSILE LEVEL"D"AND INCLUDES ESSENTIAL FACILITIES AS DEFINED IN ASTM E1996-09. .N.o '�5 SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. SECTION W w 3 m 2, POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE N 3 x DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE TOP TRACK REUI%IREMENTS AS DETERMINED IN ACCORDDANCE WITH ASCE 7 AND CHAPTER 1609 OF THE FLORIDA o w DING VALUES LISTED HEREIN FOR OR ANY ASSEMBLY AS POSITIVE OR NEGATIVE DESIGN PRESSURE a 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E1886/E1996/E330. YY 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVVIDED BY A 1.5 SAFETY FACTOR. ro S. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND G ZONES,IN ACCORDANCE WITH ASTM E1996-09,IT IS ACCEPTABLE BY CODE U LESS OPTIONAL Z w PLAN m CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. ¢J D 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND a.FA VIEW LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN, y F_ w 7. DETE(�MINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR w X WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0.85 F_o i SHALL BE USED. ° 8. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC = ! xm m ! �S SITE.I 9. THESE INSTALLATION INSTRUCTIONS ARE PART OFA PRODUCT APPROVAL EVALUATION AND SHALL ti J I -9 ONLY.BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME X¢ , a SS PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER ¢F- E 61615-23 OF THE FLORIDA ADMINISTRATIVE CODE. 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE W 0 5 CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM y v THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 11. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING _ OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIGNED,DATED AND BOTTOM TRACK ° SEALED BY LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE DEVIATION.ASA CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL. 12. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM d INFORMATION: TOWN&COUNTRY INDUSTRIES LOCKING MECHANIS SEE 8 FORT LAUDERDALE FL TYPICAL PLAN VIEWS ■ MISSILE LEVEL D-ASTM E1886,E1996&E330 z TAS 201,202&203 $ ti FLORIDA BUILDING CODE APPROVED e� TYPICAL ACCORDION 13. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 3 ea K.S.I. SHUTTER ELEVATION 14. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A Y fill MINIMUM TENSILE STRENGTH OF 60 K.S.I.,U.O.N.POP RIVETS SHALL BE 1/4"O OR 3/16"6 5052 0 x N.T.S. 15. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR ee BOX LOCK AT CENTER OR SIDE CLOSURE. 16. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. � I 17. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. F 18. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". g3 g 19. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. CR s 20. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE FMPYWGHTFRMWLBEW=P.FjABOVE-NOTED BUILDING CODE -233822. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND OUTSIDE OF THE SHUTTER BEINGREVERSED.FOR EXAMPLE:IT IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEAM WITH THE BACK OF THE SLAT FACING OUTWARD,FOR THIS CONDITION POSITIVE ALLOWABLE DESIGN SCRIPTIUNSCRIPnoN: PRESSURES AS NOTED IN TABLE 1 ARE IN THE DIRECTION TOWARDS THE HOST STRUCTURE AND NEGATIVE ALLOWABLE DESIGN PRESSURES ARE AWAY FROM THE HOST STRUCTURE. 23. SHUTTER MAY BE INSTALLED WITH UP TO(2)ADDITIONAL BLADES OF SLACK a i4 0 l!b 4'4 2,874" PROJECTION VARIES 3.610' 1.994" 115" 4,874'NAX, I .068" 2.782" 1.907' .99'" 1.825" 1,908' �,1 - 1.825" 4 125" 1825" 1.825" 1,706' 8' .100" 1,7 8" 700" in 100" o, ,068" 143 ,099' ,743" 1.7095 143" ,100' 1.70,195' y e N .100" 1 7 B" v * z N .195" 96" .143" .195" .143' " 143'm TA z in oo iT N .p III P {q O„III„ 62' O • ,�.f•)' of ai N �•ti ���\\.. 062' ,: 062' .095" 62 ~ 200' 1.069 ,062' 62" 200" .062" 30" 62" 200" m 6 30'� .200 15 0' t.6t.�630. 062" ,588' 630 1,510'08 630' 2.822'•971" .971•' 1" .09 .095' 2,748069' g .971" .030' W of 1.250" 00" ,095" 3.610" W N 5.745"M X. 5.745"MAX. 3�^+ 11 LITE 2-LEG WALL HEAVY-HEADER'/SILL LITE HEADER/SILL 3 Y WALL 2 BUILD OUT WALL HEAVY 2-LEG WALL ¢ 5 6 ow:S 'SCALE,HALF SIZ O SCALE.HALF SIZE O O O SCALE?HALF SIZE .SCALE,HALF SIZE M� SCALE,HALF SIZE SCALE,HALF SIZE WHERE SHOWN SCREW BOSSES & FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS 2.655' N •• 1.825' m 2.655" .875' 2,195' 1,230' $ : 5 88 6211 8' �- - 2.655' 2N3'-6-5' 583" ,510' ,460' ,60 L 085' I 6610 895• m TYP 1060'. ~ 1230sm_c6 Y6yya< L:lo p I If3 M 0 400" 621;10 n Ty TYP1.06. ' E 00` 2.195' 4,510' 2.3 .250 4,510' 2195 m Q a 7O SILL Og SILL ADAPTER EXTENDED SILL ADAPTOR MID SILL 12 MID SILL ADAPTOR O _ i' SCALE,HALF SIZE Og EXTENDED SILL SCALE.HALF SIZE SCALE,HALF SIZE SCALE,HALF SIZE SCALE:HALF SIZE SCALE,HALF SIZE R 1.994' 143' L43' 4.603" 30.225 ,914" 1.708' Y 4.140" 325' .258" •297" .0601 .0150R 3.9631 p .030R ,054" .0 2" m 1.570' 510' o N N ¢ sA ' 1.625" .069 3.411' o - .341' .069 o ry m 0.080' v 1.721' ,133' 0,080' 0,117' II ° 13 TYP. 6.8 SLAT/BLADE 17 6.8 STARTER I .682' 630' •096' m #.060' e � SCALE HALF SIZE SCALE,HALF SIZE b m `o L� Qe 6 .130' y .0 2 M 2,822' m 0,115' i A00 6 } s $ IaQS e 4.510" ro'a 6 SC OLE HALFIUS ,LING LL WALL I SIZE HEADER/SILL 0'180' I I ,080' 18b SCALE,HALF SIZE 3 EA 0 „ .310' 630' 4 N r OA80' m WP7f11CHfTRMLPEBIM00P.E 227" 0Bo'.1 $54" 15-2338 _ a A q sAALCI ]Y� .420' 7AG6 11E5CRIPfION: �¢ CEILING HEADER/SILL 15 6.8 STACK/CONECTOR SLAT/BLADE SCALE,HALF SIZE ®WALL SILL CLIP ¢ SCALE,HALF SIZE 8 SCALE,HALF SIZE I .375m #10-24 THUMB 11,950" A SCREW--I —STAINLESS STEEL , ASSEMBLY '0.MICILE _ NYLON 0 m.062' WHEEL .pCOA TA 0 40" s� 0A 12 > 5'MAX TYP.AT EVERY OTHER 1 9 Zp RECESS SILL FOR USEWITHINSIDE JOINT AT TOP. 1, ONLY 19-ANGLE, SCALE,HALF SIZE AND CYLINDER-SOLID BRASS,NICKEL PLATED —SCALE-HALF SIZE y HOUSING-ZINC INCASTPOWDER COATED fp ROLLER . 21SLIDE ROD L [I ASSEMBLY SCALE MW LF SIZE NOTE,MAY BE KEY OPERATED OUTSIDE OR THUMB z SCALE,HALF SIZE TURN OPERATED INSIDE, BRASS PUSH LOCK 7so" .8 011 NYLON WASHER @ SCALE HALF SIZE 04 5 R ALUMINUM .357 ow (NYLON BUSHING 'P Ars. 'Dw 54 OPTIONAL) .27651 4.0001 S00' 14 x 2-3/4"410 HT S.S. i7 o u, INSERTS SCREW W/ 0621 INTO TC ULTRACOTE COATING . NYLON Pi u^i TRACK (TYP TOP&BOTTOM) YLO. U,.,.. 154' YLON BUSHING W/WASHER, 7' 7/16"0 x 1/2"@ INTERIOR JOINT TOP 7/16"0 x I"?INTERIOR JOINT BOTTOM 2241 —19 EITHER CAN 8 USED ON EXTERIOR 26 BOX CENTER N 2 I SERT ,750' ?_00 24 BUSHING ASSEMBLY DETAIL SCALE,HALF SIZE SCALE:HALF SIZE RAINGUARD DECORATIVE FLOOR TRACK °'E@ SCALE,HALF SIZE SCALE,HALF SIZE B' 1978' .7 2.125, .623' .236' 1.7 0' .286' .267' 2.702" 2.642' .443' 2�466- 2-40 to P 1.084. .443' 090, 1A6 "9" 2 89" 1.200" moo- r cni 1,06 r19D" f-;2�Sl 1 .239 ru '49 .2509' 3.443' 496- co 1,759' F .4 tu cu 1A 3,476' &.12s"14- .125- 19 160' 01- .062r .1901, .062, u! Zg 200.3 6.8 CENTER MATE UNIMATE LOCK SCALE, TER FEMALE BOX CENTER 3,3 OUTSIDE CENTER MATE INSIDE CENTER MA full SCALM HALF SIZE SCALE,HALF SIZE ITE OX CENTER SCALE,HALF SIZE 51 A—LE.HALT ELF 0 (B 11.3 , SCALE,HALF SIZE SCALE.HALF SIZE 9,TTAINLESS .06r If 5.500' x 13/161 WIDE ",400- STEEL 1/16"0 C4 O'�) NOTE,ATTACHMENT SCREWS FOR END STRIPS SHALL BE#10 TORX 41A 30 HEAD STYLE VARIES OR PHILLIPS DRIVE SCREWS, NAND-TIGHTENED ONLY. 38 THUMB. SCREW CO F ei-Cu�-===__ SCALE,FULL SIZE 40c, in N C O� 6 r R'DT ATT f pH,W, "I,_" C' MACHINE OR 16A C I -M OE N NLESS N SCREW I EW 7q I _: 8, 5/16'0 INTERNAL EEL TYP. THREAD a, 4.5001 37 T-SCREW INSERT . r, q _0' 15-2338 POWDER COATED.ZINC DIE-CAST SCALE.PULL SIZE cu 50, SCALE. - E1jSATMRp%yj?jj SECTION A (s PAGE DESCRIPTIONt T-LOCK ADAPTER 4, PN .254 40c 90—X LOCK S (OPTIONAL) 7.000' . -i F! 35 SCALE,HALF SIZE END STRIP I" SCALE,HALF SIZE 2X7 ANGLE 3 & , - SCALE.HALF SIZE 2 3' EXT 9 SCALE- HALF SIZE 1111I1i11 ALUM. LUBE 2 FASTENERS - 9 EACH ANGLE 6083-T6 ALLOY C2 CONNECTION TYPE •, O SEE IAHLE�FOR SIZE. �� ^�\ REFERENCE ANCHOR� XISTING � ,• O i SCHEDULE FOR MAX. STRUCTURE 1"x 2"x 1/8" SPACING 1/4-20 MACHINE BO L3 L OR 2"x 2"x 1/8" Cl CONNECTION TYPE w/Nur @ 12"D.C.OIC ALUM.ANGLE o , REFERENCE ANCHOR ® N14 SMS @ 6"O.C. ` SCHEDULE FOR MAX = THREE 3/16"8 O 13 I SPACIN 1/ ' (TYP.TOP&BOTTOM Z �T 10 . IS ALUM. POP RIVETS O 17 I ALTERNATE 7HRU BOLT 1/ �y4�it`,7F�0 4F � • ' OR THREE N12 SMS, 3/16"0 ALUM,POP ' Cl CONNECTION TYPE w� �y, /j 11 RIVET OR#12 SMS REFERENCE ANCHOR J�(`' 7 TYP SCHEDULE FOR MAX. wp 'WOR OJ I�IWL [01 1B"O.C.(TYP.) p ul= r TABLE A(cm) I SPACING FOR p U �S PRESSURE VS ALLOWABLE LENGTH r FF riI <g-U' 3 y�/� �/ MAY USE MALE OR 11 I 4 13 � u s Z r m s w PSF NOV' o BJO• 3N B/0� FEMALE LOCK-SLAT) .°w�' I �, B FOR H Z 7 Z o Lu i 1 g 4 T� I30' 188° 13 y L_ GLASS FOR SEPRMIN. K a WW 72 124 179 CC3 TYPICAL CORNER CLOSURE DETAILS - D\ OR DOOR TO� Q In Q ouj Fl- 62 y F 82 119• 17T NTS TABLE qL y1 92 114' 165 ' ALLOWABLE SPAN �RNq _ ~ I${ 102 110• Ifi0• SCHEDULE FOR 6 R = TABLE B(CTA) ALTERNATE THRU BOLT BUILDOUT MOUNT w F', ~\ OR m Szo ioa• t4T PRESwREVSALLOWABLELENGIH C5 CONNECTION TYPE (DETAR.F) W 8 N 15° g7• 131• REFERENCE ANCHOR MAX MAX 88° 114' 2"x2°x1/B° 3•xl'k1 gg° SCHEDULE FOR MAX. SHUTTER DESIGN I M PSF WI1H8/O WITH f�/0 SDAN PRESSURE Cl CONNECTION TYPE 1.• 1/4"MAX.FROM PIN .. REFERENCE ANCHOR GUIDE TO BUSHING LL 62 113' 166• 1251N. +/-30.1 PSF SCHEDULE FORMA If-- --) WASHER(TYP.) CG 1, W L' 72 107' 157' 1211N. +/•31.1 PSF SPAIN19 1181N. •%31.9 PSF II I FCL - 82 101• 14J• 1151N. +/-32.7 PSF =__�� ANGLE TO TUBMS E CONNECTION N.E,Q ro 92 9S a13V 1121N. +/•33.6 PSF �' e O 102 90' I EXISTING x 2"xl 125" p 1101N. •/-342PSF Z� f0 Ti 320 63• 1071N. +/-352PSF CONCRETE, EMBED. 6063-T6 ALUM.TUBE 2051N. 1-35.9 PSF BLOCK OR7a ' WOOD FRAMING 5 CONNECTION TYPE2031N. +/•365 P5F REFERENCE ANCHOR bq• SCHEDULE FOR MAX. '��/• 0 SOS IN. +/-373 PSF 1-1/2'MIN,FOR CONCRETE SPACING S. 3 OR BLOCK AND 3/4-MIN. 991N. +/-38.0 PSF E 8 FOR WOOD 9g IN, s/-39.6 PSF Cb ALTERNATE BUILD OUT MOUNT SECTION 3 v 3 ASTENER(IO 18"D.C. 921N. 4/-40.9 PSF SCALE 1 3".1'-0" A (USE ANY ANCHOR SHOWN 691N. •%423 PSF IN ANCHOR SCHEDULE). 861N. +/-43,8 PSF k 831N. +/-45A PSF 6 811N. •/-069 PSF .781N. +J48.3 PSF ACCORDION SHUTTER PER PRODUCT APPROVAL K J 761N. +/d95 PSF w F 741N. +/-509 PSF �• 3/16 RIVET OR N12 2"x 2"x 721N. •/-53.3 PSF APPLICABLE AT TOP m k n g 090.6063-T6 701N. •1-53.8 PSF Q �+ G: SMS(®18"O.C. OR ALUM.TUBE TYP. ��yy =BOTTOM =O n 'eb6 k 1/4-20 NUT b BOL 17 68TH. +/•SSA PSF B ITYP.)• 3/16"0 ALUM.POP ' 661N. •/37.0 P5F 2'OR 3' L7 6'A ALUM.TUBE RIVET OR N12 SMSA w gpg 6083-78 ALLOY (�18"O.C.(TYP.) FOft g'm 3§ ksi9 SEE TABLE_8 2"x 5"x 1/B" f. FOR SITE. 2 FASTENERS x CONTINUOUS 4 41n 13 F" =w 0 1/2'MIN, c EACH ANGLE ALUMINUM ANGLE 4 2•x 3°x)'a x 1"x2"x.093" OPTIONAL ANGLE INSIDE SEEA822 N o CONTINUOUS OR 2"x 2.175• f 6063-T6 ALUM. THREE 3/16"O ALUM. 17 ORIENTATION TYP. 17 GLASS x: OZm 2"x�°x CONTINUOUS6gI! ANGLE.TYP o POP RIVETS OR OR DOO Q Q Q 6061-T6 ALUMINUM �9 .,t 17 THREE N12 SMS,TYP. TO(LASS i �a1- ANGLE -� 2 [g 1"x Y'x 1/8" N 2, 0.9'MIN.THICK 6061-T6 ad OR 2"x 2"x 1/8'• ALUM TRACK FASTENED INS !y 88� °r. 13 ALUM.ANGLE ANGLE FASTENED TO - TO ANGLE WITH 1/4.20 S16 EXISTING 3 KSI MACHINE SCREWS AT 3' 'H USE MALE OR FEMALE CONCRETE HOST OOPWITFRRMLBE A=P£ LOCK-SLAT) w 6 C4 CONNECTION TYPE STRUCTURE WITH FROM ENDS AND 9"O.C. 13 m REFERENCE ANCHOR FOR THE BALANCE 15-2338 s 13 SCHEDULE FOR MAX. 1/s 0 ELCO ULTRACONS 2-1/2•MIN. - SPACING AT 3"FROM ENDS AND EXISTING CONCRETE SCALE: N12x 1/20'GALVANIZED (OUTSIDE) 4"O.C.FOR BALANCE HOST STRUCTURE(3000 PAGE DESCRIPTION: OR S.S.SMS,3/16"0 ALUM. WITH 1�'MIN PSI MIN) g CC4 TYPICAL CORNER CLOSURE DETAILS POP RIVET,OR 1/4-20 SIDE CLOSURE OPTIONS EMBEDMENT AND 2W° SEE TABLE C FOR MAX SPAN AND PRESSURES $ O NTS MACHINE BOLT b NUT SCALEI 3".V-0" EXISTING CONCRETE, MIN EDGE DISTANCE, m p 18"O.C. BLOCK OR WOOD FRAMINGSTAGGERED WITH 3' l31 EE INSIDE SILL MOUNT SECTION MIN.SPACING,nP.O BC LE NTMOUNT S SCALE.3".1'-0" ' \\11\111\111111 gg wREFERENCECS ¶ANCHOR /-EXISTING `,���¢� •'•;9Q Z J FOR AM SCHEDULE FOR MAX. STRUCTURE ? •• 0 FOR 3 0•• ES%NTIAL SPACING 5"MAX. FSSENTIALo❑d 1/4-20 MACHINE B T GLASS K tt w>, GLASS T w Cl CONNECTION TYPE W/NUT 12"D.C. OR DOOR w 0 U OR DOOR g i0R N4FR W w J m REFERENCE ANCHOR 79 SEE TABU 4 f u y w p m SCHEDULE FOR MAX. #14 SMS lta 6"O.[..o h FOR HNEL Q Z SEF�TARuI�E 2 y w o SPACING /2 (TYP,TOP b B0TT6,�11,Q••• fnC7 OF � 2FOR MIN. Swap SFPARAIION t3 =H �w 89 • F� •• SEPARATION 13 X N y N CU55 y l7 y J •y �. •�� 1/4"-20 TNRU BOLT W/ TO CUSS Q_ #12 z 1/2"SMS(�12".O.C. JC m Q a Iw7 LOCK NUT @ 12"O.C.OR S f.w m OR 3/16"0 ALUM.POP ¢J F- 012 #12 x 1/2"SMS,Ca 12"D.C.E.S. F~-Q RIVETS @ 6"O.C. OR 1/4"0 E y w o 'WUJJ A J OR 3/16"0 ALUM.POP Z w 1014 z w� ALUM.POP RIVETS @ 12"O.C. ¢ w Zd '� RIVETS @ 6"O.C. E.S. \ Jx Z Uv C OR 1/4"A ALUM.POP RIVETS y 11 AND�2 FOH ASAS m t~- m Q jQ u� e @ 12"D.C.E.S. ASSEMBLY 1/4"MAX,FROM PIN y=G o: UI Q W LL Z 1/4"MAX.FROM PIN 1/ 1/2"TYP. GUID G f y w o t m ly F O9 AND OO G OE TOB SHI G G WASHER(TYP.) gE T 2 Z U' Z tv g ASSEMBLY WASHER ITYPJ w GLASS h FOR H11R tA p y w W " o / 1/2" 1/2"TYP. EXISTING CONCRETE, m CONNECTION TYPE OR DOOR. SFE TABLE 2 X a Z m 3 w W BLOCK OR WOOD FRAMING REFERENCE ANCHOR FOR MIN. Q ¢Q Q y 1 3 m / Els E SCHEDULE FOR MAX. EP'6un L a~ W" w 3 CONNECTION TYPE SPACING AS SHOWN- ' REFERENCE ANCHOR/ EDGE 4 CONNECTION TYPE IN DIAGRAM ON PG.101 Q < SCHEDULE FOR MAX. REFERENCE ANCHOR / DIST. SPACING AS SHOWN SCHEDULE FOR MAX. w F m3 CONNECTION TYPE IN DIAGRAM ON PG.10) SPACING.ALT.FASTENER a y 6 R ., REFERENCE ANCHOR EXISTING CONCRETE, LOCATION.FRONT AND p 0 of SCHEDULE FOR MAX. BLOCK OR WOOD FRAMI BACK ANCHORS NOT REO'D - 1/4"MAX.FROM PIN / SPACING.ALT.FASTENER WITH THIS LOCATION Cl CONNECTION TYPE 2 GUIDE TO BUSHING ''�+ / LOCATION.FRONT AND O REFERENCE ANCHOR WASHER(TYP.) y r / 1/4"MAXMA%.FROM BACK ANCHORS NOT REO'D g INSIDE MOUNT SECTION SCHEDULE FOR MAX. " 19 w 8 WITH THIS LOCATION SCALE 1 3"=1'-O" SPACING g 8 PIN GUIDE TO S CONNECTION TYPE "1 BUSHING WASHER O INSIDE MOUNT SECTION ......REfEREN[EAN[HOR ��ra (TYP] A SCHEDULE FOR MAX. y��¢n ` SCALE.3 1'-0" EXISTING CONCRETE, SPACING ( 7,6 a p n . NOTE.FOR DETAILS A.B,D.AND E ON THIS SHEET BLOCK OR WOOD FRAMING EMBED. Oggg m THE BASE TRACK MAY BE INSTALLED IN SECTIONS' Z 3¢ .WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS CO BUILD OUT MOUNT SECTION. Z �, A MINIMUM OF TWO SETS OF ANCHORS AND IS A O u TYP.BOTTOM MINIMUM OF 12"LONG.THE SILL OR CEILING TRACK EXISTING CONCRETE, SCALE 1 3".1'-0" s o USED WITH THE BASE TRACK.MUST BE CONTINUOUS BLOCK OR WOOD FRAMING E oc ro OVER THE GAPS BETWEEN SECTIONS. EXISTING �'" 5 p STRUCTURE EXISTING CONCRETE, EDGE 5T' - o g BLOCK OR WOOD FRAMING 4 CONNECTION TYPE C2_CONNECTION-TYPE-W EXTRUSION- 2 v EMBED. 1 CONNECTION TYPE REFERENCE ANCHOR EMBED.3, g CONNECTION TYPE../EXTRUSION i t °' REFERENCE ANCHOR w SCHEDULE FOR MAX. -REFERENCE-ANCHOR - W SCHEDULE FOR MAX. SPACING SCHEDULE FOR MAX. s AS SHOWN _ SPACING G N DIAGRAM ON PG.10) 1416 1/2" CODRO2 1/2" 3 4 W C ~-. m Ld w o t>r GLASS I.- - ORDOOR 4 F =oo t-w " g w H S FOR HE 13 > ylw FOR ww Jm of--1 0'4 l7 m 1/2 w #72 x 1/2"SMS @ 12" SEE TABLE x x\" F.w 7 7 K w O.C.OR 3/16"0 ALUM. FOR ION. y o N w �I 13 I-y=o o bi ' 'W550: w I- m SEPARATION J f` w Y 9E I-w 7 p POP RIVETS(aY 6"O.C. X 5q m GLASS OR h FOR HNii x x Z\x,1 $ y m w o OR 1/4"0 ALUM.POP Q o a rQ- DOOR y g y ¢ GLASS 13 xfzu.W RIVETS@12"O.C. £ uw FOR IU. jZoZm. d OR DOOR---�HHIZ SB:TAM 2 y z r w J TO CUSS x-1 0&1- o S2 SL 9 XZOZm y I 1 ¢w, Q Q Ory AND OB 1/4"MAX.FROM PIN Q n %z 1/4-20 S.S.MACHINE J o F- SCREW b NUT Y uo. 1/2" GUIDE R TYP.) G ax 5 @ �� uy ASSEMBLY 1/2" TVP. WASHER(TYP.) w FB 12"D.C. d w ys e 1/4"MAX.FROM PIN X 1/4"MAX.FROM PIN m 4 CONNECTION TIFF w o 1/2" GUI DE TOB S GUIDE TOB s NG S _11 RQ WASHER(TYP.) � •R r = WASHER(TYP.) EDGE REFERENCE ANCHOR 8F 5 6, EXISTING CONCRETE, DIST. SCHEDULE FOR MAX.' C2 d NECTION" FYPE.W/_-EXTRUSION_ 2-,�gMRMLa0,wMU 1 = m SPACING AS SHOWN ,�5-CONNECTION-TYPE-Z EXTRU5[ON�1 n BLOCK OR WOOD EXISTING[ONCRE FRAMING BLOCK OR WOOD FRAMING 4 CONNECTION TYPE IN DIAGRAM ON PG.10) REFERENCE ANCHOR •15"2338 ® OR REFERENCE ANCHOR SCHEDULE FOR MAX. 3"x 3"x 1/4"CONT. 4 CONNECTION TYPE 012 x 1/2"SMS @ 12" SCHEDULE FOR MAX. SPACING sca\F1 6063-T6 ALUM.ANGLE REFERENCE ANCHOR O.C.OR 3/16"0 ALUM. SPACING.ALT.FASTENER EXISTING CONCRETE, PAG!GFSCRlPTIGNI (MAY BE REVERSED LOCATION.FRONT AND SCHEDULE FOR MAX. POP RIVETS @ 6"O.C. BLOCK OR WOOD FRAMING _ AS SHOWN DASMED) SPACING OR 1/4"0 ALUM.P WITH THISBACK HLOCATIONORS NOT REO'D RIVETS @ 12"D.C. O SWALL CALE OUNTOSECTION O CEILING3/1INSOIDE MOUNT SECTION F WALL/BUILD OUT SECTION �7 SCALE,3"=1'-0" �""- FOR AS1U ESSENTIAL ��45,, LOCIy ;�Pik' FACILITIES SEE TABLE 4& FOR HVdZ SEE TABLE 2 EXISTING ALT.LEG DIRECTION 1/4-20 I GLASS NOL SEPARATION TO Z u STRUCTURE MACHINE I,1 OR GLASS 19-p (2)6063-T6 ALUMINUM BOLT W/NUT o d DOOR W r ANGLES PER BEAM END, @D 12"OX OR - e p= N I SIZE PER SPAN TUBE w u.0 I SCHEDULE 4*14 x 3/4" " ; L-uu1 D 1/4"0 ALL SMS 6"O.C. SPAN TUBE SCHEDULE Z 71Dm I- Z POINTS SOLID SPAN TUBE T 1VV < o SET ANCHORS NUMBER •' Z w< WITH 7/B"MIN. ALLO SABL TUBE THRUM OOF ANCHORSPER MIN LENGTH AN N w a PER DESIGN �C\ w H Z EMBEDMENT IN TUBE SHUTTER ANGLE < L? CONCRETE OR ACCESS HOLE SCHEDULE SIZE SPAN 4 F w to BLOCK,3"MIN in TOp BOTTOM TOP BOTTOM TOP BOTTOM TOP BOTTOM 4 ylJ' fit- w SPACING AND _ TUBE TUBE TUBE TUBE TUBE TUBE TUBE TUBE 111L111a t z 0 3"MIN EDGE w u d w DISTANCE. Z W 60' 1239' 1352' 2 2 2 3 4° T J ttoit < I r>. 7k5Y O6• 101.7• 108.9" 2 2 9 3 7' 7 ff11ff Q w t`l7 6 @@@ _ g 5 6 D o 0.126• 0 3"MIN. IXW123• 80.9• B4A' 2 2 3 3 7' 7' r m$W'$s m ED.DIST. 14 16 uum 2'k8Y BO` 129.1° 167.D` 2 2 2 3 4' 7' (Z(��� L�q hSTU ESSENTIAL FADI1TIEe_ 13 < RE H p 0.126• 98' 114.8' 124.1' 2 2 3 3 T T IIr11 5• /2" 1 A SEE TABLE 4&FOR HWZ SEE <Z 12V 1D2.8' 1099' 2 2 4 4 10' 10' 3(,'^ 1 4 I TO MAX.FROM PIN GUIDE w O. n 3 y 5$i TABLE 2 OR NM.9FM �H w 60 138,0' 108,9" 2 2 3 3 7 7° TO BUSHING WASHER(TYP.) GLASS w w D o w DR DOOR TOC 55 w ut m Zke'x 98" 1229' 166.7` 2 2 3 4 7" 10` tp LU • TWO 1/4"0 WOOD 1/4"0 THRU BOLTS < 0'12x• 123' 116.4" 137.6' 2 3 4 5 IV tY LAG SCREWS @ 24" SEE BEAM Iw-~ 60` 158.1' 2409• 2 2 3 4 7• 10' ~ XXX O.C.MAX.WITH 2" 3"MIN. SCHEDULE FOR Z 1" 2 lT" THREADED PENETRATION w p 0.1876• O8' 140.8• 229.9` 2 3 4 e IV IV ED.DIST. EQUIREDMBER m "7"INTO CENTER OF STUDS 5 6 u N 123' 132.2` 2o3.t• 3 4 a 7 13' 19" F� w EMB."T• 14 SMS @ MIDSPAN BETWEEN - 1416 1/4"MAX.FROM PIN GUIDE SPANTUBE SCHEDULE NOTES: n STUDS FOR TRACK TO 1"x 4" i A TYP. x x % X 'ANGLES FOR 2'%5'&2'x6•BEAMS. to 2. USE 2'S'x1/4'ANGLES FOR 2'xB•&2'x10"BEAMS. NIld PLYWOOD 11 TUBE CONNECTION 1/4"0 ALL 3. USE BEAM SCHEDULE FOR DETAIL I. E STUCCO FINISH POINTS SOLID m ` SPAN TUBE PER DESIGN 4. TOP&BOTTOM BEAMS MAY BE USED TOGETHER OR IN w' d_ 1"x 4"x AL SET ANCHORS COMBINATION WTDt OTHER CONNECTION DETAILS.WHERE USED =1 6063-T6 AL M.TUBE WITH 7/e"MIN. - SCHEDULE IY$ EMBEDMENT IN TOGETHER,BEAM MUST BE LIMITED TO TDP BEAM SPANS. THIS DETAIL TO BE USED WHEN STUD SPACING CONCRETE OR 1/4-20 MACHINE BOLT S• SPAN TUBES MAY BE USED IN A MIO-SPAN CONDITION WITH N g M EXCEEDS THE MAX.ALLOWABLE ANCHOR SPACING. SPACING AND 3" I 121 6463"76 ALUMINUM W/NUT @ 12"O.0 TUBES SHALL HASHUTTERS VE SPANNING ABOVE LIMAND TATIIONELOW S(INCLUDING SPANS, I O�• `•' MIN EDGE 1 ANGLES PER BEAM END, OR 1114 x 3/4"SMS @ ANCHORS,ANGLES AND BOLTS)WITH THE SHUTTER SPAN TAKEN ; Z���� OWALL MOUNT SECTION THIS DETAIL MAY DISTANCE. S12E PER SPAN TUBE 6"O.C. AS THE SUM OFTHE SPANS ABO,VE AND BELOW THE BEAM. y C' ALSO BE USED SCHEDULE a SCALE:3"e 1'-0" EXISTING ACCESS HOLE 6. LAP BEAMS ARE NOT ALLOWED. AT TOP 7, ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. 2i STRUCTURE ALT.LEG DIRECTION � f• EMBED. m MAX.DESIGN LOAD-s 72 PSF E o Oj BEAM SPAN SECTION 'S —GLASS w SCALE t 3"0 1'-0" o p FOR ASTM ESSENDBL OR DOOR FFFOR H$SVd EE TAKE FOR TUN.SEPARATION to EXISTING WOOD 1/2" 3" 1/2" (r n, m Z TRUSS OR RAFTER II t� MASS Q < @ 24"MAX.D.C. -/2 -1/2' t o Y to EXISTING FINISH \ w y S Ill. pi 11 MATERIAL _ ¢ SS 1/4"MAX.FROM PIN GUIDE 1"x 4"x 1/B"6063-T6 w $ 8 1 16 TO BUSHING WASHER(TYP.) m Lg �6$x ALUM.TUBE W/THREE E I w1/4"TILE(TYP.I 1/4"0 WOOD LAG ' FINISH MATERIAL SCREWS*WITH2-3/4" 3/4"PLYWOOD MINIMUM THREADED 7/4 @ @ @ "0 A325 GRADE THRU BOLT 7"O.C. PENETR."T"IN WOOD ffi OR 5/16"0 A325 GRADE THRU BOLT @ GALV.DR S.S. 12"O.C. EACH RAFTER OF TRUSS ,?A4 24"O.C.MAX.WHERE 1 5 6 TUBE EXTENDS BEYOND yp n a 1/4"0 ELCO ULTRACON TO CONCRETE/CMU LAST TRUSS MORE THA w 2"x 5"x f/B"6063-T6 6", EXTEND TUBE TO ` w �• 5"O.C.W/1-1/4"MIN.EMB. K ALUM.ANGLE W/THREE $ 9 OR 1/4"0 LAG SCREW @ 9"D.C.W/1-7/0" NEXT TRUSS, �\ F w>> 1/4"0 WOOD LAG 5 ' MIN.EMB. IN WOOD SG-0.42.TO 0.55. H to=t7 i w o SCREWS WITH 2-3/4" 03PTftlGIIfFA4ML BEMIAt00P.E 1/4-20 S.S.MACHINE SCREW Ta13 ==z W MINIMUM THREADED 12"D.C.IN BETWEEN TRUSSES EXISTING CONCRETE, �� WITH 1/2"0 ACCESS HOLE ON a D of� PENETR."T"IN WOOD @ 15-2338 p HOLLOW BLOCK OR 2"x 5"x f/B"CONT, BACKSIDE OF TUBE OR @ 1114 SMS X z o Z m EACH RAFTER OF TRUSS, scatE: - A WOOD FRAMING.SEE ALUM.ANGLE(6063-T6) 6"O.C.MAX.IN BETWEEN <w o<� ANCHOR SCHED.BASED E a 24"O.C.MAX.WHERE PAGE DESCRIPTION: ON TYPE OF STRUCTURE ut ANGLE EXTENDS BEYOND < LAST TRUSS MORE THAN (MAX.DESIGN LOAD s 72 P.S.F.) 6", EXTEND ANGLE TO 9� O PASS THRU DETAIL (MAX.DESIGN LOAD x 72 P.S.F.) NEXT TRUSS. SCALE.3".1'-0" O TRUSS MOUNT SECTION no SCALE t 3"m 1'-'0"" �Na�`� �+ GLASS OR DOOR 2„ 2 FOR ASIN ESSIXTIAL FACILITES SEE TABLE --- _* _ GLAS4 8C FOR HWZ S OR z GLASS OR TABLE FON NLN. o:w ' DOOR o o e 000R SEPARATION 70 MASS w J I ---46---( - FOR CC 0=N PoR ¢o O Co OFm',�� „ FOR I"�uwi~ FOR wFw MNom j¢zm w7m =zwK OR Sw¢0 �_¢ I~7 gI=i0 4"MIN. a SEPARATION TO u)w a SEPARA71ON Td a 13 z o m P CLASS X h vl GLASS z w o: Q w°p JUa RADS HF.�A,f�€f BUNTED ju w o 13 0�m 13 w z z Cl CONNECTION TYPE <w PAR AL E �"A -z y'Sm LL w$ �¢ -100 REFERENCE ANCHOR SCALE.3'= 1'-0' Z w 7 r L'w SCHEDULE FOR .Mi 9 a+ 2p / 'I N 28 a s SPACING ,1 S ..250" W N w 3 m O_' X250" N m w Y / /4"0 TAPCON 24" C6 CONNECTION TYPE Fr e� .�w D.C.WITH 1-1/4 MIN. REFERENCE ANCHOR Q EMBED. SCHEDULE FOR MAX. w a SPACING EXISTING CONCRETE OR / EXISTING BLOCK ONLY.WOOD STRUCTURE \FRAMING&WOOD ANCHORS EXISTING HOST STRUCTURE ° 1IDT ACCEPTABLE / / O WALL MOUNT SILL DETAILMXISTING FINISH m 1/4"MAX FROM PIN M ATERIAL FW GUIDE TO BUSH( G \ SCALE 3 1'-0" m DIST. \ DECORATIVE FLOOR TRACK DETAIL (S)OR©CUT IN 4•'INTERVALS .' • )'r`•+ �� ¢''"-• WASHER(TY y1 w 6 \ N 0 FORhJ..[U�(E(SEE m a ORECESS SILL DETAIL \ SCALE 3"=1'-0" DETAIL�P1J 1P7J FOR ADDITIONAL 00 SCALE.3".1•-11, I INFO). TY .TSP&BOTTOM.FASTENER 4-CUT SEE ANCHORS HC DULE BASED Yd Sg z m G' ON C4 CONNECTION TYPE TO 'd Wmw $$ 1/4"MAX.FROM VERIFY ANCHOR SPACING PIN GUIDE TO IS ACCEPTABLE 13 Y' v v v v v v c P S¢¢5 BUSHING WASHER u .:"l,i ,'+•., Edi nb 'Q Yb (ti,✓.'\s iUQ q ITYP.I g 3 F¢- •L. o bvvvvv 3 a cg 0 1/4"MAX.FROM PIN GUIDE O aS R _ B 1/2" TO BUSHING WASHER TYP. � om TYP.BOTTOM F 1/4-20 MACHINE BOLT 5 EXISTING g w W/NUT @ 2"O.C.STRUCTURE !7 ; 19 CUT AT INTERVALS T a EXISTING FINISH FORM CURVE(SEE DETAIL MATERIAL 1 CONNECTION TYPE E REFERENCE ANCHOR f"- ,6 SCHEDULE FOR MAX. SPACING(FASTENER " 1"x1/8"&1"x2"x1/B" @EACH 4"PIECE a3 -T6 ALUM.A(GLE CUT TO •1"xt"xt/8" 1"x2"x1/B" O CURVED TRACK SECTION DETAIL 44FR CH AND PROVIDE SUPPO T 6063-T6 ALUM.ANGLE CUT TOPUT SHUTTE�y EXTRUSIONS MpT7CH AND PgOVIOE SUPPORT SCALE 3^0 1'-0" [ T AND BACK.WHERE OF T SHUTTER EXTRUSIONS P2T OF EXTRUSION IS FRO T AND BACK.WHEREINUOUS REINFORCEMENT FRO T OF EXTRUSIONIST REQUIRED. CON INUOUS REINFORCEMENT io PiISN T REOUIRED.190°ROVED MOUNTINGDITION,MIN.OF TWOPER B APPROVED MOUNTING CWStl(Y nWXLBEHUADOP.E E CONDITION,MIN.OF TWO PER PIECE 15-2338 R�O�VEO FASTEMN R AMND APPR�ONVED FASTENER AND SCALE, TWO FASTENERS PE CUTOF SPACING STENERS PER CUTIMUM PAGE UESCRI"ZoN: S PIECE PIECE OPlTYP. SECTION FOR SHUTTERS OTYP. ALTERNATE SECTION FOR SHUTTERS e. SGALE:3•- 1'-0' P2 SCALE.3'- 1'-0' -- " ANCHOR SCHEDULE: CONCRETE 2 x s TYP.1 _o,5 ANCHOR yyzL �'.E Eg99 TOP FLANGE 2 x S OUTSIDE ISA�QO, 2.5"MIN EDGE DISTANCE EE SPACING SECTION X) ' X11 Spans Up To 6'-0" Soans Vp To II'-8"rJ Spans Up To 13'-0" O ? . LOAD CONN TYPE CONN TYPE CONN TYPE o ANCHOR (psQ = C1 C2 C3 C4 CS C6 C1 C2 'C3 C4 C5 C6' Cl C2 C3 C4 CS C6 ,�+'� •k; •, 1/4"1TW TAPCON OR ELCO 48 16.0"16,0"116.0"16.0"16.0"116.0"26.0"116.0"10.511110.0"115.0"113.0"15.5"116.0"16.5" 6.0' 9.5" 9.01• O O 0 ULTRACON WITH 1-3/4" 62 16.0"16.0"112.5"12.0"16.0"114.5"16.0"11 8.0" 7.0" 13.0"10.0"11.0"10.0" 5.0" 4.0" 6.0" 7.0" 1 x S TYP.) 3 OR 4 HEADER/SILL 4�� 11TA �EMBED(3392051 MIN CONC) 72 16.0"16.0"10.0" 9.5" 16.0"12.5"15.5"16.0" 6.5" 6.0" 9.5" 9.0" 9.0" 8.0" 4.0" 5.0" 6.0" 1xI •'130 14,5"14.5" 6.0" 5,5" 8.5" 8.5" 9.0" 7.5" 4.0" 4.5" 6.0" 7.5" 6.0" 5.0'• BOT.FLAN E SECTION)(5'E SPACING ..200 7.5" 6.0" 5.0" 7.5" 6.0" 5.0" 7.56.0S.D. SC.48 16.0"16.0"16.0"16.0"16.0"16.0"16.0"SGA"11.0"10.516.0"14.0"14.5"14.5" 6.5" 6.0" 9.0" 9.5" SIDE CLOSEST TO OPENING �O•`I/4'MILLENIUM MILLFAST `UWITH1-3/4"EMBED(3275ps1 62 16.0"16.0"13.0"12.0"16,0"15.5"16.0"16.0" 8.0" 7.0" 12,0"11.0"10.0" 9.0" 5.0" 4.0" 5.5" 7.5"MIN CONCRETE) 72 16.0"16.0"10.5" 9.5" 16,0'•13.5"14.5"14.5" 6.5" 6.0" 9.0" 9.5" B.S' 7.0" 4.0" 4.5" 6,5" NOTE, "S"INDICATES ANCHOR SCHEDULE SPACING, U i110 13.0"13.0" 6.0" s.s" B.o" 9.0" 8.0" 7.0" 4.0" 4.5" 6.0" 6.s" 5.s^ s.s^ SPACING DIAGRAM FOR C1 CONNECTION TYPE: <� LS200 6.5" 5.5" S.S' 6.5" 5.5" 5.5" 6.5" 5.5" 5.5" - CT CONNECTION TYPE.USING PIECE(D OR QS1/4'ELCO CRETEFLEX S54 48 16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"15.0"16.0"16,0"16.0"16.0"10.0" 8.5' 12.5"14.D'W/2'EMBED(3350psl MIN 62 16.0"16.0"16.0"16.0"16.0"16.0"16.D"16.0"12.0"10.5"16.0"16.0"14.5" " " ,5" 8.0" 11.0" _ m CONC) 72 16.0"16.0 15.5"14.5"16.0"16.0"16.D"16.0"10.0" 8,5" 12.5'14.0"12.0"10.5' CO" 5.0" 6.5" 9.5' 7 / B COMBINATION In 5i 3 y q 110 16.0"16.0" 9.0'• 8,0" 11.5"13.0-112.0"110.0" 6.0" 5.0" 6.0 9.0" 10.0" 8.0" 5.0" 4.0" 5.0" 8.0" y S 1 '11C. COMBINATION W m 200 10.0" 8.0" 5.0" 4.0" 5.0" 8.0" 10.0" 8.0' 5.0" 4.0" 5.0" 8.0" 10.0" 8.0" 5.0" 4.0" 5.0" 8.0" 9 / 10 COMBINATION .+O 1"MIN EDGE DISTANCE 0 1/4'ITW TAPCON OR ELM Cl C2 C3 CA CS Cb Cl C2 C3 C4 GS C6 Cl C2 C3 04 CS C6 ULTRACON WITH 1-3/4" 48 16.0"16,0" 7,5" 7.5" 16.D" 7.5"116.0"116.0"15.0" 4.5"116.0"15.5" 15.0"15.5" 9.5" EMBED(3192psI MIN CONC) 62 16.0"16.0" 5.5' S.S' 16.0" 6.0"116.0"116.0" 12.5" 4.0" 10.5" 9.5" 6.0" BED(3192ps1 MIN CONC) C+ 72 16.0"16.0" 4.5" 4.5" 16.0" S.0" 15.0"15.5" 9.5" 9.0" 7.5" 4.5" 110 14.0"14.0" 8.5 8.5" 7.5" '4.5" 7,0" 6.0" 1 z S TYP,) 2 x 5 TYP 200 7.0" 6.0" 7.0" 6.0" 7.0•' 6.0" NOTE. "S"INDICATES ANCHOR SCHEDULE SPACING. N E )-' 1/4'MILLENIUM MILLFAST 48 16.0"16.0"Z72 16.0"13.5"16.0"16.0" 8.0" 7.5" 16.0" 9.5" 51.4'11.5" 4.5' 4.0" 7.0" 6.5" 3 CI WITH 1-3/4"EMBED(3275psi 6z 16.0•'16.0'• 16.0"10.5'•14.0"15.0" s.s" 5.0" 9.5" 7.5" S.D" 7.5" 4.5" 5.0" SPACING DIAGRAM FOR C3 & C4 CONNECTION TYPE: C ,MIN CONCRETE) 7z 16.0"16.0" 16.0" 9.5" 11.5"11.5" 4.5" 4.0^ 7.D" 6.5" 6.5" 5.5" 4.5" - C3 CONNECTION TYPE USING PIECE 0 WITH OUTSIDE F- $ 110 10.5"10.5" 6.0' 6,0" 6.5" 5.5" 4.0" 5.5" 4.5" ANCHORS ONLY N P1 200 S.5" 4,S' S.5" 4.5" 5.5" 4.5' - OU SIDE ANCHORS TYPE USING PIECE®OR © WITH �_&1'w'm OUTSIDE ANCHORS ONLY c A 1/4'ALL-POINTS SOLID-SET 1-1/4"MIN EDGE DISTANCE Z e ANCHOR W/7/8'EMBED B Cl C2 C3 C4 CS C6 Cl C2 C3 CA CS C6 Cl C2 C3 C4 LS 6 ANCHOR NOTES: g }/4-20 SS MACHINE SCREW 48 16.0"16.0" 9.5" 9.5" 16.0"30.0"16.0"16.0 6,0" 5.5" 16.0" 7.0" 10.5"11.0" 3,5" 3.5" 6.5" 4.5" •0 F (3000ps1 MIN CONC) 62 16.0"1fi.0" 7.0" 6.5" 16.0" 8.0" 13.5"14.5" 4.5" 4.0" 9.0" 5.5" 7.5" 7.0 4.0 3.5" 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING 72 16.0"16.0" 5.5" 5.5" 16.0" 7.0" 10.5"11.0" 3.5" 3.5" 6.5" 4.S" 6.0" 5.5" 3.0' 3.0" ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE �o LIMITED TO THOSE SHOWN IN TABLE 1 OR 3 AS APPLICABLE(Pg 1). 3�, •� 10 10.0"10.0" 3.5" 3.0" 6.0" 4.5" 6.0" 5.0" 3.0" 3,0" 5.0- 1 200 5.0" 9.0" 5.0" 4.0" 5.0" 4,0" 2.. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, 3"MIN EDGE DISTANCE_ ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR a 0 1/4'ALL-POINTS SOLID-5E7 EQoUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER ANCHOR W/7/6'EMBED B Cl C2 C3 C4 CS C6 Cl C2 C3 C4 SCS:--CS Cl C2 C3 C4 CS C6 THAN OR EQUAL TO SHUTTER SPAN. $ 1/4-20 SS MACHINE SCREW 48 16.0"36.0"16.0"16.0"16.0 16.0 16.0 16.0"14.0"13.0"16.0"16.0"16.0 16.0 8.5" 7.5" 11.0"�12zoll3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 3000ps1 MIN CONC) 62 16,0"16,0"16.0"15.0"16.0"16.0"16.D" . " 12.5072 16.0"16.0"13.0"12.0"16.0"16.0"16.0"16.0" B.5" 7.5" 11.0 12.0"10.5" 9.0" 5.0" 4.5" 5.5" 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE 11016.0"16.0" B.0" 7.0" 1D.0"11.0"10.5" 9.0" 5.0" 4.5" 5.5" 8.0" 8.5" 7.0" 4.0" 3.5" 4.5" BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHORTYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE 200 8.5" 7.0" 4.0" 3.V' 4.5" 6.5" B.5" 7.W' 4.0" 3.T' '4.5" 6.5" 8.5" 7.0" 4.0" 3.5" 4.5" CONNECTION TYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF ? 1/4'POWERS 55 DROP-IN 2.5/8"MIN EDGE DISTANCE CONNECTION TYPE. - W/3/4-20 SS BOLT AND Cl =�6 4 C5 C6 Cl C2 C3 fR CS C6 Cl C2 C3 C4 CS C6 S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE 1'EMBED(3000ps1 MIN 48 16.0" 0"16.0"16.0"16.0"16.0"10.0" 9.5" 16.0"13.0"12.0"12.5" 6.D" 5.5" 7.5" 9.0" ONLY. c C CONC) 62 16.0" 0"16.0"14.5"15.0"16.0" 7.5" 6.5'. 10.0"10.5" 8.5 8.0 7.0" -888 y 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED i 72 16.0" 0" 16.0"12.5"12.0"12.5" 6.0" 5.5" 7.5" 9.0" 7.0" 6.0" 6.0" IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT110 11.0" 0" 6.5" 8,5•' 7.0" 6.0" 6.0" 5.5" 5.0LENGTHS SHALL BE AS NOTED AND-DO NOT INCLUDE STUCCO OR OTHER ¢FINISHES. (, 1/4°POWERS 55 DROP-Bi 3-1/2"MIN EDGE DISTANCE 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING WOOD FRAMING CONDITIONS ns m W/]POW SS BOLT AND Cl C2 C3 C4 CS C6 Cl C2 C3 CA C5' C6 Cl C2 C3 C4 CS C6 VARY,FIELD VERIFY THAT FASTENERS ARE INTO XDE UATE WOOD FRAMING m 1'EMBED(3000ps1 MIN 48 16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"11.0"10.0"16.0"14.0"13.0"13.0 6.5 5.5 8.0 9.5 MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR 12 CONC) 62 16.0"16.0"13.0"12.0"16.0"15.5"16.0"16.0 8.0 7.0 10.5"11.0" 9.0 8.0 5.0 5.0 7.5 SIDE CLO�URE PIECES. ` 6 $ 72 16.0"16.0"10.5" 9.S'116,01-113.5"113.0"11!.S 0" 6.5" 5.5" 8.0" 9.5" 7.5' 6.5" 6.5'• S. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING FASTENER low ^p • 110 12.0"11,5" 6.0" 5.5" 7.0^ 9.0" 7.5" " 6,5" 6.0" 5,0" 5,5'• SHALL BE LOCATED IN CENTER'OPNOMINAL 2'x 4°(MIN.))WOOD MD.3/4' EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAM[NZ•. L/�G SCREWS SHALL 200 6.0" 5.0" 5,5" 6.0' S.0" 5.5' 6.0" 5.0" 5.5" HAVE PHILLIPS PAN HEAD OR HEX HEAD.,11A 9 9A3 2"MIN EDGE DISTANCE 012 SMS W/2'EYEWALL Cl C2 C3 Gi CS C6 Cl C2 C3 C4 CS C6 Cl C2 C3 C4 CS C6 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2'ENGAGEMENT OF THREADS IN OOPYPoG1iFP/h1IL ILaD.9DOP.E BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER ARMOR INSERT W/2'EMBED 48 16.0"16.0"113.0"113.0"16.0"13.5"16.0"16.0" B.0" 7.5" 16.0" 9.5" 14,5"15.0"15.0" 4.5" 9.0" 6.5" HEAD(SIDEWALK BOLT),U.O.N. 15-2338 (2000ps1 MIN CONC) 62 26.0"116.0"19.5" 9.0" 16.0"10,5"16.0"16.0" 6.0" 5.5" 12.5" 7.5" 10.5" 9.5" 3.5" 3.5" 5.5" 5.0" _ A C DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES.72 16.0"16.0"18.0" 7.5" 16.0" 9.5" 14,5"15.0" 5.0" 4.5" 9.0" 6.5" B.5" 7.5" 3.0" 4.5" 4.5" ® PAGE 110 13.5"13.5" 4.5" 4.0" 8.0" 6.0" B.5" 7.0" 3.0" 4.5" 4.0" 7.0" S.S" 3.5" 3.5" a DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, PAGE DESCRIPTION: 200 7.0" S.S' 3.5" 3,5" 7.0" 5,5" 7.5" 3.5" 7.0" 5.5" 3.5" 3.5" NUT OR WASHER WINGNUT. - H12 SMS W/2.75•EYEWALL 48 16.0 16,0"16.0"16.0"16.0"16.0"16.0"16.0"11.5"11.0"16.0"14.0"16.0"16.0" 7.0" 6.5" 11.5' 9.5" 10. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. IL ARMOR INSERT W/2.5" 62 16.0"16.0"13.5'13.0"16,0"15.5"16.0"16.0" 8.5" 8.0" 16.0"11.0"13.5"12.0" 5.5" 4,5" 7.5" 7.5" EMBED(2000psl MIN CONC) 72 16.0"16,0"11,0"10.5"16.0"13.5"16.0"16.0" 7.0" 6.5' 11.5" 9.5" 11.0" 9.S' 4.5" 4.0" 6.0" 6.0" 11. WHEN ANCHORING TO HOLLOW BLOCK SDS DRILLS SHOULD NOT BE USED TO _ 110 16.0"16.0" 6.5" 6.0" 10.5" 9.0" 11.0" 9.S' 4.5^ 4,0" S.S' 6.0" 9.0" 7.5" 3.5" 3.0" 4.5" 5.0" DRILL INTO HOLLOW BLOCK NOR SHOOLD IMPACT DRILLS BE USED TO INSTALL CONCRETE SCREWS TO HOLLOW BLOCK ic_ 200 9.0" 7.5" 3.5" 3,0" 4.5" 5.0" 9.0" 7.5•' 3.5" 3.0" 4.5" 5,0" 9.0" 7.5" 3.5" 3.0" 4.5" I.D. 111......111 ti 1 CONN TYPE CONN'TYPE CONN TYPE CON TYPE 1 —1 a I C3 C4 CS C6 Cl C2 I C I C4 I C 1 � 0 .7, MUMSpansUpT66�0" Spans UpTo 8'-8" Spans UpTo 13W' N ., MEMIMM MmKMEMMEM MMMEMMMM�LIE'� . 0mmmmmmEZ�mE��®mmm ®®mmmE�mmmEF�m�]➢�mmm®��®m i � .' EMMEM mR�mmmmE�mmm®mmmmmmmmmmmmmmE4�mmmmmmmm�®m (c�.�r� ' _ mmmE�mmmmmmmmmmm®��®mmQ�mmmmQ�mmiF�EI�®����® mEI�mmfF�mmmmm�mEF�mF��®�mQ�lmmmmE�mmm�®mmm���m t %//%02M MUM®%/////.E�i���®%////��E��®%////�� ■m©©m0A0m©D©mm©m0©mmC-��Ommm©mGlmm©©©0©m MAN EDGE DISTANCE 3"MIN EDGE DISTANCE mmmQE9Q3�mmmQ���m�mm%///////////��mEI�mmmE&�mmE�mmmmm��m� � ' 0mm��mmmmmmmm 31MOWN//////%% m®Mmmmm��®�®m��C�� _ amoll MR HIMIN ////////////���%//////////%/////,mmm[��31��®®�L3■�%/////////////,%//p m®®��®® _ 0M�%////�////[ ® %/////%//////,%//// ///:////%/////,%//%Immomm i EM®%/////.///////,®FE310/01 %////////// ' M „/i/ , ONEW/ iiiiia iii ilii�����®� ii�iiiiaiiiii iaiiiiiiaaiiiiii%iia �������iai,®®iaaa/��� is/iaaaaa i00MIE/aiaaaai/% ��i�iiai aiaiaa m baa/aa// • ®m/airi,uwmwr���ii/i/ ////i///%/a/%%i// �C�IO©0�m0©m©0�mm©0©©0©m0©0©0000© mm [mom lm®MUR®®i//w/u/%��E�������®���®�® mmmmmmmagg///////////i�®®%////.%/////////.mMMEMMMmmMIMEwuauMEN ///® ■ ���%//////////%i��%////%msmm ////////0%////,KMMMMT® 0%a% %////:E®V'MIN EDGE DISTANCE �mD©mC�R3lm©000000©mm©m©m©Am©m©O0d HMO I RIM/// / %// %////M//.% /% � %/%®%//////////// /// iiaaiiaa�iai%yia/ /iiaii. ii���iaiai/i iaiiiaiaiiaaiiai/� iiiaiiiaaia iaoiiai em©mo©m1-9 o®mmm©mmmmmmmmmomomm®oom m��iaa /rte is%lolliaia a/iii/�%.mmm®m®��i��aiiiailai�aaaaa%i�aaai/ �� ail/ i.ia 11 y1K11111�111y `�.3 7Y4L 19/F�A�'Ile -o (BTA SOF ANCHOR SCHEDULE: WOOD (G=0.55) .ate �� ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK (CONT.) 3/4"MIN EDGE_DISTANCE 2"MIN EDGE DISTANCH C) 'I Spans Up To 6'-0'=-✓ 5p1,1_ns"Vo To 8"-8"-J spans Uo _ o-e Spans Up To 6'-0" Spans Up To 8'-8" Spans Up To 13'-0" rn LOAD CONN TYPE CONN TYPE CONN TYPE u G G LOAD CONN.7YPE CONN TYPE CONN TYPE O ANCHOR (ps0 ly O p� ANCHOR s Cl C2 tl G SCS 'v CI C2 C3 GS CS'^�Cl C2 C3 C4 CS UI Q a q U' 4 x G (P� Cl C2 C7 C4 CS CI C2 C3 CA CS C3 C2 C3 CA C5 1/4'LAG SCREW WITH 1-3/4 48 16.0"16.0"11.5"11.5"16.0"16.0"76.0" 7.5" 7.0° 16.0"16.0"1fi.0" 4.5" 4.5" 15.0" m W 1/4"POWERS TAPPER+W/ 48 15.5"15.5" 6.S' 6.5" 15.5"10.5"10.5" 4.0 4.0" 10.5 6.0" 6.0" MIN THREAD PENETRATION 62 16.0"16.0" S.S" 8.5" 16.0"16.0"16.0" 5.5" 5.5' 16.0"16.0"15.5" 3.5" 3.5" 9.5" OJ 3 1-1/4'EMBED 62 12.0"12.0" 4.5" 4.5" 12.0" 7.5" 8.0" 5.0" 4.5" 4.0" 72 16.0"16.0" 7.0" 7.0" 16.0"16.0"16.0" 4.5" 4.5" 15.0"14.0"12.5" 3.0" 3.0" 7.5" W w '72 10.5"10.5" 4,D" 9.0" fi.0" 6.0" 110 16.0"16.0" 4.5" 4,0 13.5"14.0"12.0" 3.0" ZS" 7.5" 11.5" 9.5" 2.5" 2.0" 6.0" 3 a 200 11.5" 9.5" 2.5" 2,0" 6.0" 11.5" 9.5" 2.S' 2.0" 6,0" 11.5" 9.5" 2.5" 2.0" 6.0" No w 110 5.5" 5.5" '3 go 200 ,n 7/16'WOOD BUSHING WITH 48 16.0"36.0" 9.5" 9.5" 16.0"13.0"13.0" 5.5" 5.0" 13.0" 7.5" 7.5" 3.5" 3.0" 45" C m#12 SMS W/2°EYEWALL 48 16,0"16.0" 8.5" 8.5" 16.0"33.0"13.0" 5.0" 5,0" 12.5' 7.S' 7.5" 3.0" 3.D" 4.5" n 1.]3'MIN EMBED 81/4.20 62 14.5"14.5" 6.5" 6.0" 14.5' 9.5" 10.0" 4.0" 3.5" 6.S' S.5" 5.0" 2.5" 2.0" 3.0" a q ARMOR INSERT W/1-1/4' 62 14.5"14.5" 6.0" 6.0° 14.5" 9.5" 10.0" 4.0" 3.5" 6.0" 5.0" 4.5" 3.0" 55 MACHINE SCREW 72 12.5"12,5" 5.5" 5.0" 11.0" 7.S' 7,5" 3.5" 3.0" 4.5" 4.5" 3.S' 2.0" 2.0" m O EMBED 72 12,5"12.5" 5.0" 9.5" 11.0" 7.5" 7.5" 3.0" 3.0" 4.5^ 4.5" 3.5" o °� 110 7.0" 7.0" 3,0" 2.5" 4.0" 4.0" 3.5" 2.0" 2.0" 3.5" 3.0" _ 110 7.0" 7.0" 7,0" 4.0" 4.0" 3.5" 3.5" 3,0" g 200 3.5" 3.0" 3.5" 3.0" 3.5" 7.0" Si 200 3.5" 3.0" 3.5" 3.0" 3.5" 3.0 }+ #14 SMS #14 WOOD SCREW 48 16.0"16.0 13.0"33.0"16.0=I', 16.0" 8.5" 8.0" 16.0"16.0"16.0" 5,0" 5,0" 12.0" G OR 1/4"POWERS TAPPER+ ,`.62 16.0"16.0" 9.5" 9.5" 16:03 16.0"16.0" 6.0" 6.0"G 16"A"13.5"12.5' 4,0" 3.5" 7.5" m ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK FENETR3/4"MIN THREAD PENETRATION -72 16.0"16,0" 8.0" 7.5" 16.0"16.0"16.0" 5.0" 5.0" 12.0"11.5"10.0" 3.5" 3.0" 6.0" 110 16.0"16.0" 5.0" 4.5" 10.5'11.0" 9,5" 3.0" 3.0" 6.0" 9.0" 7.S' 2,5" 2.5" 4.5" W FI 4"MIN EDGE DISTANCE - 200 9.0" 7.5" 2.5" 2.5" 4.5" 9.0" 7,5" 2.5" 2.5" 4.5" 9.0" 7.5" 2.5" 2.5' 4.5" m G Spans Up To 6'-0" rN Spans Up To B'-8" Spans UD To 13'-0" 0-0 LbAD CONN TYPE CONN TYPE CONN TYPE ANCHOR * Cl C2 tl u a Cl n tl u cs Cl a tl u cs ANCHOR SCHEDULE: WOOD (G=0.42) 5/16°ITW TAPCON XL W/ 48 16.0"16.0"116,07116.0"16.0"16.0"16.0"116.0"116.0-36.0"16.0"116.0" 2-]/4"MIN.EMBED 62 16.0"16.0-1116.0"16.0"16.0"16.0"16.0"12.5'11.5"16.D"16.0"16.0" B4O" 7.0" 10.0" 3/4"MIN EDGE DISTANCE m" 72 16,0"16.0"I6A"15.5"16.0"16.0"16.0"10,5' 9.S' 15,5"14.5"12.5' 6.5" 5.5" 8.0" Spans Up To 6'•0" Scans Up To e'-8" Spans Up 7o 13'-0" f Q 110 16.0"16.0"10.0" 9.0" 14.01.14.5"12.5" 6.5" s.5" 7.5" 12.0"10.0" 5.5" 4.5" 6,0" rn G LOAD CONN TYPE CONN TYPE CONN TYPE m O ANCHOR= µ3o1 D 200 12.0"10.0" S.S' 4.5" 6.0" 12.0"10.0" 5.5" 4".S' 6.0" 12.0"10.0" 5.5^ 9.5' 6.0" z (Psl) CS C2 C3 C4 CS CL C2 C3 CA C5 CS C2 C3 C4 CS 5/16•ELCO ULTRACON W/ 48 16.0"16.0"13,5"13.5"16.0"16.0"16.0" 8.0" 7.5' 16.0" 9.5" 9.5 6.0 g 1/9'LAG SCREW WITH 1-3/4 48 16.0"16.0" 9.0" 9.0" 16.0"16,0"16.0" 6.0" 5.5" 16.0"16.0"16.0 3.S' 10.0" 2-1/4'MIN.EMBED 62 16.0"16.0" 9.5" 8.5" 16.0"12.0"12.5" 5.5" 5,0" 8.0" 6.5" 6.0" MIN THREAD PENETRATION 62 36.0"16.0" 6.5" 6,5" 16.0"16.0"16.0" 4.5" 4.0" 13.5"11.5"10.5" 2.5" 2.5" 6.0" a o 1PPG���1 72 16.0"16.0" 7.5" 7.0" 14,0" 9.5" 9.5" 6.0" 5.5" N 72 16.0"16.0" S.5" 5.5" 16.0"16.0"16.0" 3.5" 3.5" 10.0" 9.5" 8.0" 2.5" 2.0" 5,0" v ' Z 110 8.5" 8.5" 5.0" 5.5" 'C 110 ISA"14.5" 3.5" 3.0" 9.0" 9.0" B.0" 2.0" 2.0" 5.0" 7.5" 6.0" 2.0" 4.0" L9$ 200 200 7,5" 6.D" 2.0" 4.0" 7.5" fi3O" 2.0" 4.0" 7.5" 6.0" 2.0" 4.0" o 2"MIN EDGE DISTANCE #14 SMS#14 WOOD SCREW 48 16A"16.0" 9.5" 9.5" 16.0"16.0"16.0" 6.0" 5.5" 16.0"11.0"11.5" 3.5" 3.S' 7.0" Cl C2 tl C4 CS Cl C2 tl C4 CS Cl C2 C3 Gi CS o OR 1/9"POWERS TAPPER+ 62 16.0"16.0" 7.0" 6.5" 16.0^14.0"15.0" 4.5" 4.0" 9.5" 8.0" 7.0" ZS" 2.S' 4.5" D WITH 1-3/4'MIN THREAD 12 SMS W/2°EYEWALL 48 16.0"16.0"10,5"10.5"16.0"16.0"16.0" 6.5" 6.5" 16.0"12.5"12.5 4.0" 3,5- 7.5" S PENETRATION 72 L6.0"16,0" 5.5" 5.5" 16.0"11.0"11.5" 3.5" 3.5" 7.0" 6.5" 5.5' 2.0" 2.0" 3.5' ARMOR INSERT W/2"EMBED 62 16.0"16.0" 7.5" 7.5" 16.0"15.5"16.0" 5.0" 4,S' 10.5" 9.0" 8.0" 3.0 5.0 110 10.5"10.0" 3.5" 3,0 5.0" 6.5" 5,5" 2.0" 2.0" 3.5" 5.0" 4.5" 2.0" 2.5" 72 16.0"16.0" 6.5" 6.0" 16.0"12.5"12.5" 4,0" 3.S' 7.5" 7.0" 6.5" 4.0" 200 5.0" 4,S' 2.0" 2,5" 5.0' 4.5" 2.0" 2.S' S.0" 4.5" 2.0" 2.5" 110 11.5"11.5" 4.0" 6.0" 5.0" 7.0" 200 3.0" 6.0" 5.0" 3.0" 6.0" 5.0 qa� m ig tt� ANCHOR NOTES:SEE SHEET COPpUGRIFFAN(L BEMLVa10PE 10 FOR ANCHOR NOTES. 15-2338 SCALE: - - PAGE OESCRIPTIONI m _ ROUND WINDOW U ASSEMBLY rEDGE OFACCORDION 12*MIN FROM EDGE OF ACCORDION SHUTTER BLADES EDGE OF SHUTTER, 0325' TOP OR BOTTOM SHUTTER BLADES -z (QST TE OF -I— ig f0.032' 0.03r 0.125. 0,196 .4. I IA 7 A 45'� 11 �00 ®rr*l .19 3.S' ,w ux x.4 2.075'0 HOLE TO RECEIVE ROUND 11 — — -1 1 5 it TYPICAL <<,L9 -WINDOW ASSEMBLY to ul I II u IV I WW wwlzll -c" I I 02.875' .4,0.188, 2.0770 HOLE(To RECEIVE IZZ g 3: j 03.250 ROUND WINDOW ASSEMBLY) a 0 MAXIMUM OF 3 WINDOWS ul Lu LIGHT-N-VIEW WINDOW PER EVERY OTHER BLADE, N.T.S. SABIC PLASTICS SLX143IT-UL-94H8 T_ ROUND WINDOW t J LIGHT-N-VIEW WINDOW ASSEMBLY f U EXTERIOR ELEV K \,3 N.T.S. FFFiii 2"MIN FROM EDGE OF ACCORDIONq EDGE OF SHUTTER, SHUTTER BLADES TqP OR BOTTOM r RECTANGULAR - IGb FW ASSEMBLY BLADE ROUND WINDOW EDGE FACCORDTON �3 EXTERIOR ELEV 0 0 a D SH BLADES f-2.210' 0.145"--4 1-210" -0,145- 3.5'MIN 0 onh-_ O TYPICAL 0 0 ;vTy - 1.500'x 6.000 oI RECEIVE RECTANGULAR WINDOW ASSEMBLY) I-SOO-x 6.000-HOLE(TO RECEIVE MAXIMUM OF 3 WINDOWS RECTANGULAR WINDOW ASSEMBLY) • PER EVERY OTHER BLADE .DLLs 093, .020' RECTANGULAR WINDOW /'3 9 1 ON \�3 N.T.S. EXTERIOR ELEV V SHUTTER"LADE TYPICAL ;..o.. RECEIVE WINDOW ANGULAR .W ASSEMBLY) OF:,WINDOWS DIA, f 3.5*MIN.,L RECTANGULAR WINDOW -1 C ASSEMBLY A (EXT.) RECTANGULAR WINDOW NOTES: TYPICAL 145' 1. THE RECTANGULAR WINDOW SHOWN IN Iq 5/13 IS MADE FROM GE XLIO LEXAN WITH 0.075*MINIMUM THICKNESS. S., 2. FRAME FOR RECTANGULAR WINDOW MAY BE NYLON 6 OR POLYCARBONATE WITH A MINIMUM THICKNESS OF 0.161'.ATTACH IL 1 1.856' OJ77- TO BLADE WITH(6)04 SS SCREWS OR j .35 BOLTS WITH NUTS. 15-2338 A SECTION A-A RAGE DESCRIPTION: 1'7�\ BLADE RECT. WINDOW \,13�N.T.S. W/ RECTANGULAR WINDOW EXTERIOR ELEV 13 N.T.S. EXTERIOR ELEV