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HomeMy WebLinkAboutPRODUCT APPROVAL SHUTTERS ACCORDIONJ b BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search , Product Approval USER: Public User Product Aooroval Meru > Product or Aoolicatinn Search > Aoolication List > Application Detail FL # F119983 Rl .:4: Application Type Revision Code Version 2¢•__ Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer 4S „utter�T;ech? IL nc A�K"A°'f�eta je'c-ham Address/Phone/Email 7485 w 2nd Ct Hialeah, FL 33014 (305)970-7504 Engineering@shutter-tech.com Authorized Signature Steven Pulliam Engineering@shutter-tech.com Technical Representative Address/Phone/Email om AM 0py Quality Assurance Representative Im 6 Address/Phone/Email I L t Category _Shu t.rs:. _ Subcategory Accordion Compliance Method Evaluation Report from a Product Evaluation Entity Evaluation Entity Miami -Dade BCCO - EVL Quality Assurance Entity Miami -Dade BCCO - CER Quality Assurance Contract Expiration Date 04/26/2022 Validated By Miami -Dade BCCO - VAL Certificate of Independence Referenced Standard and Year (of Standard) Standard Year TAS-201 1994 TAS-202 1994 TAS-203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option C Date Submitted 04/19/2017 Date Validated 06/02/2017 Date Pending FBC Approval Date Approved 06/05/2017 Summary of Products FL # Model, Number or Name Description A R rgNUrNCAGCORDION'_SHUTTER— MAXIMUM IMPACT BERTHA HV ALUMINUM ACCORDION -SHtTTER Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL19981 R1 II 17020101.pdf Approved for use outside HVHZ: Yes Verified By: Miami -Dade BCCO - EVL Impact Resistant: Yes Created by Independent Third Party: Design Pressure: +205/-205 Evaluation Reports Other: FL19951 R1 AE 17020101.nd Back Piest Contact Us :: 2601 Blair Stone Road, 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: Credit Card Sate MIAMI. ADE MIANIIDADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATOR'S' AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 3I5-2599 NOTICE OF ACCEPTANCE (NOA) w"uniamidade.gov/economy Shutter Tech, Inc. 7485 West 2" d Court Hialeah, Florida 33014 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 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: " Maximum Impact Bertha HV " Aluminum Accordion Shutter System APPROVAL DOCUMENT: Drawing No. 15-155, titled" Maximum Impact HV I HV2 Accordion Shutter", sheets 1 through 28 of 28, and 15A & 28A, prepared by Tilteco, Inc., dated June 01, 2015, signed and sealed by Walter A. Tillit Jr., P.E., on June 04, 2015 bearing the Miami -Dade County Product Control Renewal 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 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 will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. .ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA #15-0624.03 and consists of this page 1, evidence submitted pages E-1, E-2 & E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. MIAMI•DADE COUNTY NOA No. 17-0201.01 ® Expiration Date: 04/26/2022 Approval Date: 03/02/2017 o /� �Zo % Page 1 Shutter Tech, Inc. 1. EVIDENCE SUBMT A. DRAWINGS 1. Drawing No. 1 sheets I throw 0112012012, sil B. TESTS 1. See UNDER PREVIOUS APPROVAL # 11-1222.03 019, titled "Maximum Impact HVI HV2 Accordion Shutter ", 28 of 28, and sht. 28A of 28, prepared by Tilteco, Inc., dated od and sealed by Walter A. Tillit Jr., P. E., on January 20, 2012. generic approval under 11-1676. C. CALCULATIONS 1. See Association's generic approval under 11-1676. D. QUALITY ASSURANCE L By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIMCATIONS 1. See Associations generic approval under 11-1676. F. STATEMENTS 1. Release letter issued by the American Shutter System Association, dated January 27, 2012, certifying this product to meet the criteria of product tested and approved, and allowing Metal Tech, Inc. to use the test results approved under Miami Dade Co�my Approval No. 11-1676, signed by Ms. LegiD} Rodriguez. 2. Acknow7edgrnen letter by Metal Tech, Inc., dated March 19, 2012 signed by Steve Buzzella. 3. Letter by Tilteco Inc., dated January 30, 2012, signed and sealed by Mr. YValter A. Tillit, Jr., P.E., certifying that the drawing (No. 12-019) prepared for Metal Tech, Inc. is engineering wise identical to ASSA's generic drawing (No. II-111). I 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0129.13 A. DRAWINGS 1. Drawing No. 14-004, titled " Maximum Impact HJ71 HV2 Accordion Shutter sheets 1 through 28 of 28, and sht.. 28A of 28, prepared by Tilteco, Inc., dated 01120/2014, sig ed and sealed by Walter A. Tillit Jr., P.E., on January 29, 2014. B. TESTS 1. _None. y A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0201.01 Expiration Date: 04/26/2022 Approval Date: 03/02/2017 E-1 • Shutter Tech, Inc. NOTICE OF ACCEPTANCE: . EVIDENCE SUBMITTED C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. Alone. F. STATEMENTS 1. None. G. OTHERS 1. Asset Purchase Agreement. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 15-0624.03 A. DRAWINGS 1. Drawing No. 15-155, titled " Maximum Impact HVI HV2 Accordion Shutter ". sheets 1 through 28 of 28, and 15A & 28A, prepared by Tilteco, Inc., dated June 01, 2015, signed and sealed by JEalterA. TillitJr., P.E., on June 04, 2015. B. TESTS 1. See Association's generic approval under 15-0803. C. CALCULATIONS 1. See Association's generic approval under 15-0803. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 15-0803. F. STATEMENTS 1. Letter by Tilteco Inc., dated May 22, 2015, signed and sealed by Mr. Walter A. Tillit, Jr., P.E., certifying that the drenving (No. I5-147) prepared for Shutter - Tech, Inc. is in compliance with FBC, 2014 Edition. L-):� z�/""' y A. Mahar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0201.01 Expiration Date: 04/26/2022 Approval Date: 03/02/2017 E-2 Shutter Tech, Inc. 4. NEW EVIDENCE A. DRAWINGS 1. None. B. TESTS 1. See Asso C. CALCULATIONS 1. See Associat; D. QUALITY ASSI 1. By Miami- E. MATERIAL CER 1. See Associai F. STATEMENTS 1. Letter by Tiltec A. Tillit, Jr., P.) Tech, Inc. is in 2. Release letter h 18, 2017, certif approved, and c Miami Dade Cc 3. Acknowledgmej Steve Buzzella. 's generic approval under 15-0803. 's generic approval under I5-0803. County Department of Regulatory and Economic Resources. ICATIONS 's generic approval under 15-0803. Inc., dated January 17, 2017, signed and sealed by Mr. Walter certifying that the drawing (No. 15-155) prepared for Shutter- ompliance with FBC, 2014 Edition. sued by the American Shutter System Association, dated January ing this product to meet the criteria of product tested and Mowing Metal Tech, Inc, to use the test results approved under . y Approval No. 15-0803, signed by Ms. Carissa Ramos. t letter by llletal Tech, Inc., dated January 17, 2017, signed by E-3 Jjefmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0201.01 Expiration Date: 04/26/2022 Approval Date: 03/02/2017 u 1. BERTHA H.V. ACCORDION SHUTTER SYSTEM SHOWN 014 THIS PRODUCT APPROVAL DOCUMENT (PAD.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014 (51h EDITION) OF THE FLORIDA BUILDING CODE. THIS ACCORDION SHUTTER SYSTEM MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WINO LOADS SMALL BE DETERMINED AS PER SECTION1620 OF THE ABOVE MENTIONED CODE, LISTING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM (A-S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 12 THRU 17 & 25. 26, 28 & 28A. IN ORDER TO VERITY THE ABOVE CONDITION, ULTIMATE DESIGN WAND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS ITY MULTIPLYING 'THEM BY 0.6 IN ORDER TO COMPARE THESE W/ W. (AS.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 12 THRU 17 & 25, 26, 28 & 28A. IN ORDER TO VERIFY THAT ANCHORS ON THIS PAD., AS TESTED, WERE NOT OVER STRESSED, A 33% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NOT USED IN THEIR ANALYSIS. BERTHA N.V. ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED COCES AS PER ATL REPORTS: -HV BLADE Q #0214,01-03. #0715.01-03. #1004.01-05, 61214.01-05 #0317.02-06 AND #0609.01-10 AS PER TAS 201, TAS 202 AND TAS Z03 PROTOCOLS. -IN WINDOW BLADE ® #0505.01-08 AS PER TAS 201. 202 & 203 PROTOCOLS AND 0725.01-06 AS PER TAS 202 PROTOCOL. -HV BLADED #0422.01-05 AS PER TAS 201, TAS 202 AND TAS 203 PROTOCOLS. 2. HV BLADE@AND HV BLAUE QARL ENGINEERED 70 WORK IN UNISON Willi EACH UIHER IN AREAS WHERE THE DESIGN PRESSURES TRANSITION FROM END ZONE 5 TO INTERIOR ZONE 4. EACH WINO ZONE MUST BE ClFN4lY IDENTIFIED IN ACCORDANCE WITH 7-10 ALL MOUNTING CONDITIONS MID FASTENER TYPES SCHEDULES MUST BE APPLIED TO THE CORR SPONGING WIN10 ZONE. THIS SHALL INCLUDE REQUIREMENTS FOR MIN. SEPARATION TO GLASS. DELIMITATION OF WIND ZONES 4 AND 5 AS WELL AS VALIDITY OF COMPONENTS FOR HV BLADE&Q2 ACCORDION SHUTTERS SYSTEMS FOR EERIER WIND ZONE SHALL BE PREPARED AND CERTIFIED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT BASED ON BUIIDING CONFIGURATION ANOASCE 7 STANDARD, AND SHALL BE SUBMITTED TO THE BUILDING OFFICIAL AT THE TIME PERMIT IS APPLIED FOR. KV SLADE 10 AND HV WINDOW BLADE © ARE ALSO ENGINEERED 10 WORK IN UNISON WITH EACH OTHER UNDEH THE GENERAL UMIIAIIONS AND CONDITIONS OF USE INDICATED ON SHEET 26. 3. BERTHA II.V. ACCORDION PINS OIV SCREWS), USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE R 102.75 AND R 101.75 RESPECTIVELY, 410-HT MINIMUM SERIES STAINLESS STEEL SCREWS WITH 135.0 kM YIELD STRENGTH AND 180 ksi TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV DACHOSHIELO COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR 1HF HV MARKING ON THEIR HEAD. 4. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATIO14 ALLOY -AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063-75 ALLOY IS 31.7 ksi AND 35.7 k0 FOR 6005-T5 ALLOY. 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PEP DIN 5UOIB WITH 50 ksi MIN. YIELD STRENGTH AND 90 ksi MIN. TENSILE STRENGTH AND TO COMPLY W/ FRO SECTION 2411.3.3.4. 6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL. OR AISI 304 OR 316 SERIES SFAINLLSS STEEL WITH 35 k.1 MINIMUM YIELD STRENGTH. 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS: HV BLADE I: 13. 14, 15, 15A, 16, 17 AND 28A HV DLADEQ : 26. HV BLADE 1D&(jD WORKING IN UNISON: 13, 14 & 15. S. THIS BERTHA N.V. ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT R6'779.582. COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S. PATENT R5'458,179 ISSUED TO EASTERN METAL SUPPLY. INC. 9. IT SHALL BE THE RESPONSIBIUTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN, THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PRnurr WIND/PAIN INTRUSION. to. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER, TENANT, OR OTHERS. MUST PROPERLY CLOSE ALL 14V AND HD CENTERMATES AND ENGAGE OR LOCK ALL W AND HD LOCKS. 11. A PERMANENT SHUTTER MANUFACTURER'S LABEL SHALL BE PLACED ON THE EXPOSED SURFACE OF THE SIDE RAIL APPROXIMATELY 4" BELOW THE TOP OF SUCH HAL LABEL SHALL READ AS FOLLOWS: SHLIETER-TECH, INC. MIAMI, FL MIAMI - DADE COUNTY PRODUCT CONTROL APPROVED. 12. BERTHA H.V. ACCORDION SHUTTER SYSTEMS INSTALLATION SHALL COMPLY WITH SPECS INDICATED 114 THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13. (a) THIS PAD. PREPARED BY THIS ENGINEER IS GENERIC AND DOES HOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; I.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.A.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS PAR. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIUNS DEfAILEU ON THIS DOCUMENT, CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c) THIS PAD. WILL UE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) SITE SPECIFIC PROJECTS SWILL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL. BE RESPONSIBLE FOR T14E PROPER USE OF THE P.A.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE PAD. ENGINEER SWILL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) ORIGINAL PAD. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE ENGINEER OF RECORD THAT PREPARED IT. TABLE OF CONTENTS AREA 1: HV BLADES ci & (2) GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY 38-43 SHEET 4 AREA 2: HV BLADE 01) AND HV WINDOW BLADE CIA7 (WHERE APPLICABLE) TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-E, CONCRETE/BLOCK SHEET 6 INSTALLATION DETAILS F-L, CONCRETE/BLOCK SHEET 7 CE14TERMATE DETAILS HV SHEET 8 CENTERMATE ALTERNATING DETAILS HV SHEET 9 CENTERMATE DETAILS HD SHEET 10 END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 11 MAXIMUM SPAN TABLES SHEET 12 ANCHOR SCHEDULE- CONCRETE SHEET 13 ANCHOR SCHEDULE- CONCRETE SHEET 14 ANCHOR SCHEDULE- CONCRETE SHEET 15 ANCHOR SCHEDULE- CONCRETE BLOCK SHEET 15A ANCHOR SCHEDULE- WOOD SHEET 16 ANCHOR SCHEDULE- WOOD SHEET 17 INSTALLATION DETAILS M-R, WOOD SHEET 18 INSTALLATION DETAILS S-X, WOOD SHEET 19 END CONNECTION DETAILS 7-12 & X, WOOD SHEET 20 AREA 3: HV BLADE(Z ONLY TYPICAL. SHUTTER ELEVATION & NOTES ON LOCKS SHEET 21 INSTALLATION DETAILS AA-GG, CONCRETE SHEET 22 CENTERMATE DETAILS HD SHEET 23 END CONNECTION DETAILS 1-6 & X, CONCRETE/BLOCK SHEET 24 MAXIMUM SPAN TABLES SHEET 25 ANCHOR SCHEDULE, CONCRETE SHEET 26 AREA 4: FIV WINDOW BLADE CIA) ONLY TYPICAL WINDOW SLADE & WINDOW DETAIL SHEET 27 TYPICAL SHUTTER ELEVATION SHEET 28 AREA 5: HV WINDOW BLADE Ci_ONLY INSTALLATION DETAILS, METAL STUD WALLS SHEET 28A THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA ♦.1""R A. Tit FLORIDA BUILDING CODE (High Velocity Hurricane Zone r/ ®2012 EASTERN METAL SUPPLY, INC. P nDc1 1:ev dw;.;D S�Q = \�CENSF' •,9%� re-plying:du,theEfneid. 5HUTTERTECH, imc.11 MAXIMUM IMPACT HV1 HV2 D, I,lioga„le z �_ ACCORDION SHUTTER PRODUCTRBVISBD A, N" oZa •e� 'L E C O INC. a, complying ,ilh the"'rida 8a dmtiweI7_ic 6 / ; �j : * � BERTHA NV Acca,dion ShUttusystem DaildingCode j) u� c //L �� (ASSA (N 26) H.V. BLADE 1 W OR W/O H.V. WINDOW BME & H.V. BLADE ACCCP1RRCa Nat 06Z v5 In, y�% ••• / `ST'1 Or 'NV�` EV. tl DESCRIPTION GATE Oran b . F.R.L. IT i (anceNul. L�TILLIT TESTING dt ENGINEERING COMPANY 2.e17 M1fi l a .d j, . .ct 0il;mJl O'• F ' ;' k, �. 'TABS WEST 2 COURT I OLD 14-004 ti of t DATE: D6 01 15 e •., �ORIO �c1 ` e355 NW. ZGlh. al., *W. aGs, VIR6411A GMGO,S, ILORIM Selo / / / ♦ Phono ; (305)871-1530 . fox : (395)871-1531 HIALEAH, FL 33014 t DRAWING No n •aad FJA ne•ean ail ��NOTUNA �j11lt qa` a-mae-mail: : IIllteeaae6471ad-m 3 WALTER A 71LUT Jr. P. E. PH (305) 823-2323 FAX (305) 026-7979 4 15-155 FLORIDA uc. M a41G7 MIAMI-DADE COUNTY P.E. SEAL/SIGNATLIRE/DATE 6 1H OF 28 Ya FOR WINDOW OL E _ j =� o o61fi g5� 6 o u 33 o rJ� 4.371 4.37 9 4857 4.857 O1 HV SOLID BLADE COVE D UNDER US PATENT # 5458179 (Ar E 1A �V WINDOW BLADE *WINDOW BLADE* COVERED UNDER U$"PN7i 5458179 LIMITATIONS OF USE OF BLADE ® ON SHEET 28 6005-T5 ALLOY AND TEMPER 6063-76 ALLOY AND TEMPER 3.556" MADE-Qj. 1 &U 6063-TG ALLOY AND TEMPER 1917'. Otl3" -083' 1- 060' _ .060, o-\. 670 1.685" o 3.520' 11 HV CEILING HEADER QUALIFIED FOR USE W/ HV BLADE U & SEE SECTIONS FOR VALIDITY 6063-16 ALLOY AND TEMPER MN XMNYMN.I 16 SIDE ANGLES QUALIFIED FOR USE W FiV BLADE U ,fo! & ' 6063-T6 ALLOY AND TEMPER PRODUCT REVISED as complying ndth (ll. Flarid. Duilding Cnda Aemplance ND 062- 03 Pxpj'rttian DataZol, BLADE 6063-TB 6003-TS ALLOY AND TEMPER Ti B ALUMINUM ANGLES QUALIFIED FOR USE W/ HV BLADE (SEE SCHEDULE) 6063-TS ALLOY AND TEMPER LL1111111111111111/ PRODUCT RF.NEWEI) `���Q.� ,., •••' ,,,, as—pl,F.:-".'A.:h.!FTPad. 13u0.6ag t-,.e.� D201.a 1 �. F Acc�p.x.lce AFn y'n'oui, rlcdlv£t i'c•ff ~ ..p'•.k/61' MIAMI-DADE COUNTY IP.E. Bs's. o 0A54" d (sP.) 4.J85' 4.999' 3O HY UNIVERSAL FLOATER QUALIFIED FOR USE W/ HV BLADE D&02 6005-TS ALLOY AND TEMPER ®HV WALK -OVER TRACK QUALIFIED FOR USE W/ HV BLADE(1�&Q2 6063-T6 ALLOY AND TEMPER 1.936' 0 .093" 09J' o in U70 Y� 3.529" 13 HD CEILING HEADER/SILL QUALIFIED FOR USE V7/ HV BLADE (D & SEE SECTIONS FOR VALIDITY 6063-T6 ALLOY A14D TEMPER COMPONENT A B TI T2 BLADE QUAI IFIF.n 10 2" 5" MAX. 1/8" 1/8" FNU 18 2" 5" MAX. 0.192' 0.192" HV2 19 2.5" 7' MAX. 0, 190' 0.1go- VARIES Y 1.918' Iv Mox. 090 ry ®HV DIRECT MOUNT QUALIFIED FOR USE W HV BLADE G).@ & 6063-176 ALLOY AND TEMPER F, _ . 2.67U_ _, -1,920 1- O9 HV TRENCH TRACK QUALIFIED FOR USE W/ HV BLADE(D ONLY. 6063-T6 ALLOY AND TEMPER VMIES 1.936' Mox. a .125" m m 70''9 - 14 HD WALL HEADER/SILL QUALIFIED FOR USE Yl/ HV 13LADE (D & I(A SFF SECTIONS FOR VALIDITY 6063-T6 ALLOY AND TEMPER X Y t 2" 2" 0.125" (� CORNER POSTS QUALIFIED FOR USE W/ HV DLAOE 0,© & 6063-T6 ALLOY AND TEMPER .•. ........ C /+ it G �+ O I N C. Si[UTT m-TECH, rac. (ASSA # 26) TILLIT TESTING & ENGINEERING COMPANY 7485 WEST 2 COURT 6355 N.W. 361h. St., Ste. 305, MRGINIA GMOEN% FLORIDA 3316 Phan, : (305)871-1530 . Fox : (305)871-1531 HIALEAH, FL 33014 e-mail: 011eeaeaol.com wALTER n. TILUT . P. E. PH (305) 823-2323 FAX (305) 826-7979 FLORIDA U.. R 44167 1.491' 1.2UU'_ pl - b qb QoT, s O5 HV 9p'/180' STARTER QUALIFIED FOR USE W HV BLADED &(2) 6063-76 ALLOY A 0 TE PER 1jf HV RAINGUARD QUALIFIED FOR USE W/ HV BLADE 1' & 2. 6063-TS ALLOY AND TEMPER 2A35" o 17 140" 140" 220 c QD) 83U , 3.5131" 15 SHD CEILING HEADER/SILL QUALIFIED FOR USF W1 14V BLADE 10 ,© & 6063-T6 ALLOY AND TEMPER IING CODE (High VelocitY Hurricane Z © 2012 EASTERN METAL SUPPLY, INC. MAXIMUM IMPACT HV9 HV2 ACCORDION SHUTTER OLD 14-004 DRAWING No 15-155 4.576" 2.29J' .745' .062" n 0 9 1.723' q2 2,1 HVECENTERMA% 3 QUALIFIEDBFOR'CJSE-'N%HV"BLADr at IA ONLY 5063-T5 ALLOY AND TEMPER t t ac0' I T �, 2 TA I I gas PLAN `9• FRONT ELEVATION `EJ LOCKER—FOP,-"T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE 1OONLY 6063-T6 ALLOY AND TEMPER 1.917 .214' °p HD CENTERMATE W/ NO LOCKING ROD QUALIFIED FOR USE W/ HV BLADE & 2O 6063-T6 ALLOY AND TEMPER VARIES, 12- MIN. I/4" 0-Y0 MS.S. OR 3/6'0-16 (CEE ID TARS) CpEWS. (SEE 0-201 ) ' LOCKING�ROD' e n - gUALIFIEO-FOR-USE-W' HV BLADE 11),® & - 6063-T6 ALLOY AND TEA 'ER A 5 INSTALLATION WILL REQUIRE A 7/16" HOLE D ILLED AT TRACKS FOR PROPER EMBEOME14T 2 HV L NT TING CEERM TE `" QUA IED FOR USE W/ HV BLADE U& M ONLY 6053-TG ALLOY AND TEMPER 2.874' I.756' .922' n 06'L ry Mm � HV MALE "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE 1QONLY 6063-T6 AI10Y ANTI TEMPER 6063-T6 ALLOY AND TEMPER 1.130' N eL� 375'0 © HV 3/8"0-16 ACETAL THUMBSCREWS QUALIFIED FOR U, 111Y}11111Yi/IjJADE Q& 0 QHV CORNER CENTERI LIFTED FOR USE W/ HV BLADI 6063-T6 ALLOY AND TEMPER ONLY QUALIFIED FOR USE W/ HV BLADE(T)ONLY 6063-TG ALLOY AND TEMPO'' 1 4'-2oz1 /2' 1/4'-2*PM— F T HEAD gFAD Sams. TED (2 TYP.) 87,9'YURDF31 & KEYS (CNgoME aP TEO) HV LOCK 875' QUALIFIED FOR USF V// HV BLADE (D & ® ONLY. 2' .822" ® HV "T" LOCK QUALIFIED FOR USE W/HV BLADE 1� ONLY. `i3 HD CENTERMA/TE'S INSERT QUALIFIED FOR USE WAND TEBLA E 1& 1©&O2 6063-T6 ALLOY A *1/2- 4 I/4 0 l HV 1 /4"-20 AISI 304 SERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE U & 1/4'-2D ItEADED JLIE"ARE"o PAaJLEo � GRE54 NflN KII(Ai. (awns CYvnLER (CKItOME PATER) ® H EGRESS LOCK QUALIFIED FOR USE W/ HV BLADE n & TO ONLY. 250' O.D. 18" PLASnC HEAD 15_ MOLDED TO4_0 SCREWd 360' AFTER RIVETING 1/4"-2G x 3/4" BEFORE RIVETING S.S. THUMBSCREW 1/4"0-20 RIVNUT* *SERIES 9444 A-UMMUM (2024-TJ ALLOY) LARGE FLANGE TrIIN SNEEF NLRSERT, PART 1 0520, AS MANUFACTURED BY AVDEL CRERRY TENTORN, PATSIPPENY. NEW JERSEY 07054 OR EQUN. HV ALTERNATIVE LOCK QUALIFIED FOR USE W/ HV 13LADE Q ONLY. CYLINDER OR KEY CYUNUER m c,l I O.D75" Min. 00 �J.f nm 1 .125" Max. o ° F .B04" THUMDTURN CYLINDER no DR KEY 1.51' Min. CYUNDFR MLx. ® H D LO BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. QUALIFIED FOR USE W/ HV BLADE 1O&12� FLORIDA 'ROOL•c.T RENEWED P�'�'­�GENSF lop -`- wrr1T!sig3wiih th=Fiorida ' �r G PRODUCT REVISED iiii33it�Q Cn�1= �1 _ SHUTTER=TECH INC, AS complying W)OLIM1I�u FILrida Yuryvml:e Tlu,(I7i)I.OI ``iY a Dldfdin COdu :>T+Nun Uatcs F'yP Lfyz•'L ---- f r /� 7c �0, . ( ) hJ^j'-I JT✓'{ ASSA 26 Evplm ILn Dale 9�17 41 u ,azY' ue 4n od(-Q.•,•"Y"'�� • �� ` TILLIT TESTING & ENGINEERING COMPANY 7405 WEST 2 COURT DP f�////� ,yn •, ,. (J55 N.W. S61A. 51.. St. J06, YIaFox (305)5, 1-153 JJI6 M;pm;pa'»� ouLo �A a��:�' Phene : (305)871-1530 . Fox : (705)871-153! HIALEAH, FL 33014 ��A,,,AS�ONALjj11����` o-moEe Ii100067I91.com WALTER A RLLR J, P. I- PH (305) 823-2323 FAX (305) 826--7979 MIAMI—DADE COUNTY P.E. SEAL/SIGNATURE/DATE B-ORIDA Ue. 1 44167 ING CODE (High Velocity Hurricun 2012 EASTERN METAL SUPPLY, INC. MAXIMUM IMPACT HV1 H ACCORDION SHUTTER In DRAWING No 15-155 SHUTTER ASSEMBLY SCHEDULE FOR HV 1D HV (f-6 AND HV BLADES. 1O HV BLADE 1 1@ HV BLADE 1A O HV BLADE 2 38 HV LONG RECESSED NYLON BUSHING 38 HV SHORT RECESSED NYLON BUSHING _HV NYLOILHALWASHER 41 HV WHER CARRIAGE AISI 302-303 SERIES 0.870"x3/16" THICK NYLON WHEEL. 0.188"0 AISI 302 SERIES S.S. RIVETS ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD 43 HV 2 3/4" ACCORDION PIN W/ #8 HEAD ® POLYCARBONATE IMPACT RESISTANT HV WINDOW (SEE SHEET 27) UIRIENTS AT F)rTERIOR BLADE KNUCKLE FOR (1) NV PIN t© SHALL ALWAYS BE USED AT ALL EXTERIOR BOIIOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV D OR HV ® BLADE. (2) HV PIN l@i MAY DE USED IN LIEU OF © AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HVO2 BLADE WHEN CORRESPONDING TO INSTALLATIONS "CC" AND "Do", SHEET 22. (3) HV PIN @ OR ® W/ 1/2" O.D. 1/18" THICK S.S. WASHER SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, SHEETS 11 do 24. 5"0 EXTERIOR IIV PIN 4? OR 43 AT EXTERIOR BLADE'S KNUCKLE. (SEE NOTE * FOR REQUIREMENTS) ASSEMBLY LAYOUT N.T.S. FLORIDA BUILDING CODE (High Velocity Hurricone Z PILODUCP RTRiGGi Lit? y�Y14i`�{� P• L IL(/�,rIA�/' 0 2012 EASTERN METAL SUPPLY, INC. ,Lv:nst,nhthe Florida P�,, •"' ✓,Qom MAXIMUM IMPACT HV1 HV2 PRODUCT REVI56D CNitd,al; 1-�d�• y .,n� r- _ �J• HUTTER TECH, tNc, ad cnmplying tvilh the Florida Aclellt:,re 1!n I1'OZ01.01 >•�• _-_�'—��' ACCORDION SHUTTER i3amingrodc F.'npf aior, tialc 7f%ZL �]� ' E O NC, 6ERTHA HV Aecordioa Shuttor5yalom Accep!encallolS-o 2¢.03 /}/j� G = r * _ (ASSA 26) N.V. Ini I OR W/O FLV. WINDOW BLADE k H.V. RUNE ❑onUala 40 7 LTTI./ •Y i h1i!uni l; x, Conl.0 TILLIi TESTING &ENGINEERING COMPANY 1v. N DESCRIPTION /01 DAT 6 : Eof/ 7485 WEST 2 COURT Hy ,n STATE OF%��" OJ]] N.W. ]BU. L. SIB. 341, NRGUW n0A0E115 fL01UW ]],6 1 OLD 14-004 6�01�1 DATE: os/Or/15 >tUAlDad raductCn„trul "r• • Phone : (305)871-1530 . Fox : (305)871-1531 HIAL.EAH, FL 33014 2 O� .• [ORI .'N' e_mnll: 1111.cooucLcom 3 DRAWING No �i(OS+S•••...••''���p ER-000G719 PH 305 823-2323 FAX 3O 15-155 yo., 10NA1 F tea`` WALTER A. TILLR Jr. P. L ( ) ( 5) 826-7979 I F FLORIDA Lt.. g 44167 5 SHEET MIAMI-DARE COUNTY P.E. !PA1f%I;nTTURE/DATE Dr 2 ! I ® Dr 43 REgU REMENTS) i it .N TYPICAL SHUTTER ASSEMBLY SCALE: 3/8" = 1" 00.324" .048' TYP. WHEEL CARRIAGE DETAIL N.T.S r 11 �:l ®. 16„ I v v v HpA-Ky 105_yFLB IV 40R1 SOR 6�mg.,(y �W IV gFF 5�9 tips 0 IY n'd HHDC� -�3 V I II�,D Nye- Fg&3g Il 1 ok��e I�00-HVO SEE CND - I u u u L CONNECTION DETAII-SON O F E II I J K L SHEET II TYP. FULL HEIGIT. u1NHIRD iv0111 - j�oR�r m©'Oox80-10 �13m 10+15Q+17�13m17.1©on - ©'`07 `17m©sO+le oR ��/�®,���aa®� O�j� OP ®M fl I OR 1 9 1% °� 1 9 1 @J TYPICAL 0) BLADE SHUTTER ELEVATION SHUTTER ELEVATION N.T.S. OF CORNER CE14TERMATE *NOTES ON HV LOCKS AND CENTERMATES: 1. MANDATORY CONDITION #1. ONE HV LOCK ® or @ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 121• ABOVE ORB OW 2 OF SHUTTER SPAN FOR SPANS UP TO 105", AND FOR INSTAL �]IONS AT ANY ELEVATION. HV LOCK or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO 0.1 OR CENTERMATES W/(2) 1/4"0-20 x 1/2" LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 2. F100 .©S I ININSTALLATIONS. T{VO HV LOCKS OR 5 OR ONE HV LOCK (2 OR W/ TWO LOCKING RODS 0 AT TOP & BOTTOM SHALL BE SED FOR ANY SPAN AND INS ALIATIO AT ANY ELEVATION. HV LOCK 0 OR ® SHALL BE ATTACHED TO iOR Q CENTERMATES W/ SAME SPECIFICATIONS AS PER MANDATORY CONDITION NI. LOCATION OF LOCI( LOCKS AS APPLICABLE SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULE #3 ON SHEET 12. 3. IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS OR LAY BE USED AS All INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES a OR 0 SHALL BE AS INDICATED ON NOTE (1) ABOVE. LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 4. OPTIONAL CONDITION #2 MUQ ONLY WHEN MANDATORY CONDITION i1 OR LIMITED MANDATORY OONDrnm S 19 D O H.V. LOCKS): LOCKING RODS Qp ARE NOT REQUIRED A7 URRICANE POSITION, BUT MAY BE USED IF DESIRED TO ENLIANCE SHUTTER PERFORMANCE. LOCKING RODS OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 5. MANDATORY CONDITION 021 ONE HV LOCK 0 r4,�d ® STALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK 2. or SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO QJ CORNER CENTERMATE W/(2) 1/4'A-20 x 1/2" LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS AT TOP & BO OM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. 6. Lae R ES(�L_CE�[y6I - . • ONE ALTERNATE HV LOCK MAY BE USED IN LIEU OF HV LOCK or FOR ANY "PAN AND IN IONS AT ANY ELEVATION. ALTERNATE LOCK @ MAY BE USED AS A14 NSIDE OR OUTSIDE LOCK. ATTACHMENT OF 1/4'0-20r.3/4" S.S. THUMBSCREW TO 6 OR @ CENTERMATES SHALL BE MADE W/ 1/4"0-20x3/4" ALUM. RIVI4UT AS SHOWN ON SECTION HVE, SHEET B. ONE LOCK SHALL BE USED AI1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. *NOTES ON HV 'IT" LOCKS AND CENTERMATES: 1. SECOND ALTEENjiTE 70 MANDAT IT10N ilt VALIp�Ly FOR HV "T' LOCK Ci_0 " A.ND CENTERMATES a AND ONE ALTERNATE HV 'T" LOCK MAY BE INSTALLED IN LIEU OF HV LOOKS ® OR ® FOR ANY SPAN AND I STALLATION AT ANY ELEVATION. ALIT RNATE FLOCK Y BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF LOCK ® INCLUDES US114G REINFORCING LOCKER. �, AS SHOWN ON SECTION HVG, SHEET 9, WHICH MUST BE CONNECTED TO CENTERMATES ® AND ®9 W/ 1/4"0-20 x 1 1/2' LONG S.S. THREADED BOLT W/ 7/8"0 x 3/32" WINGNUT OR W/ 1/4"0-200" S.S.M.S. INTO A 1/4"Ox 5/8" RIVNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS T., TOP M!D BOTOM IS MANDATORY. *NOTES ON HD LOCKS & CENTERMATES: I. Y CENT : ONE ALTERNATE HD LOCK (D MAYBE USED IN LIEU OF HV LOCf<S 2 OR 5 FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERNATE NO LOCK ® MAY BE USED AS AN INSIDE OR OUTSiDF. LOCK. ATTACHMENT OF HO LOCK ft TO IS V7/ 3 f8 x 3/8' F.H. S.S.l l.5., AND INCLUDES REINFORCEMENT INSERT 0AS SHOWN ON SECTIONS HDB-HY ANDTIDC-HVC, SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS 3© 1S COMPLETELY OPTIONAL. 111T1111111NJiT/J FLORIDA BUILDING CODE (High Velocity Hurricane Zone PRODUCT REVISED 11 c°Dlplying wiW lhn Florid° Building C°d° A� pinnec No )S- ob Z •. '3 ' I Ion DetoP Z 7 Dy •h.0 Io uclCDntrol Inc-pUCr N:itc,i:t:E: 51 cnmpiyi•y!=cilt•IIr_FTcridv Buildiog Code OZOI. A°°,T�=�<•r1DIl' _ Expir•tinn D^fa �.t,FlLi ,7 _ 11=, //�/�,, f- Y htiumi U ductU } ������.••••••••. i� �y�?.• ��ENS •;9 ; �. F - * :• � ,o •,.. gT TE OF �� rL ` Ft nO1T1P : •\�� ' L C O SHUTTER TECH INC, _ r (ASSA # 26) 7485 WEST 2 COURT HIALEAH, FL 33014 30s ( ) ( ) 823-2323 FAX 305 626-7979 02012 EASTERN METAL SUPPLY, INC. MAXIMUM IMPACT HV7 HV2 ACCORDION SHUTTER BERTHA HV Axordi°n ShnBer Sydem H.V. BLADE 1 W OR W 0 N.V. WINDOW ELADE & H.V. BLADE TILLIT TESTING &ENGINEERING COMPANY 6355 HAV. 36n,. St.. SI". Me. MRVR4 ONOUIS. FLORIN 3310f Fhone : (305)871-1530 . Fox : (305)B71-1531 D—Fm,: Hleeaa°el.eelD 719 EB 71WTPH wAtmt n nwr Jr.srP. E. TLORIDA Ue. 0 44167 Ev. N OESCRIPIION DATE D.- by: F.R.L. 1 OLD 14-004 s/ot/1_ DATE: 06/01/15 MIAMI-DADE COUNTY �'7c••—`9-o�'T�T ` TiLi1111111111`Y P.E. SEAL/SIGNATURE/DATE 2 DRAWING No 15-155 3 5 SHEET 5 0 28 6 POURED CONCRETE POURED OR CONCRETE BLOCK POURED CONCRETE REQUIRED 1/4"0-200/4" S.S. CONCRETE REQUIRED CONCRETE ANCHORS CONCRETE ANCHORS MACHINE SCREWS REQUIRED - -- -- 15EE SCHEDULE ON (SEE SCHEDULE ON W/ 1/4"-20 CONCRETE ANCHORS SHEET 13) SHEET 13) NUTS lD 12' D.C. (SEE SCHEDULE ON SHEET 13) I" 1" an 14 (@ min. 1/CHIN SORE" S.S. Min. 1 ] 01 10 {D EO MACHINE SCREWS y� -EO EQ USING 1/4"-20 NUTS ® 12, O.C. I _ V?l . /2 f E O.+ .250' MDx. -- -- H 13 aR 15 15 E.D t'Ih\ WRLO r I 'OPTIONAL it OPTIONAL MN. SE I I I MIN. SEPARATION ' TO dJSS (SEE i i I TO GLASS SCFIED!AE ON S�1EEf I ,I i i i (SEE SCHEDULE ON ---C� 12 FOR RLA`EUANI 1 I 1 OR ® I MIN. SEPARATION 11 I' I� EXISTING SS —I SHEET 12) EXISTING ONSHEETI TO GV55 I I O I x l CUSS__ (D �i _ _ _ r—(SEE SCHEDULE ON I_ _ _I ' EXISTING SHEET 12) _r t CLASS-1 O HV WALL HEADER INSTALLATION QA FIU WALL�iF1E DERQNSTAL=LATION - © HV WALL HEADER INSTALLATION EXISTING - - -- --- ---- I EXISTING ._ _- GLAS I I I I I MIN. SEPARATION r' GLASS—+ MIN. SEPARATION I I TO MASS , I t I 1 EXISTING_ TO GLASS (SEE I I I --�OR O I C1A55 —(SEE SCHLOULE ON Sr11EDULE ON OE7 , I I i i SHEET 12 12 FOR BLADE 1 AND MIN. SEPARATION ) 1 ON SHEET 28 FOR i �- TO GLASS 1 I I I I I' s° I (SEE SCHEDULE ON-- r li , i 13IMESQ& ' I SHEET 12) I I� OPTIONAL //�//���� .D.• ]IILii I 1/4. /��/.� cif. / A;� OPTIONAL i i f I/4" Max. _ E. 13 1 Sax. oa E. D * / ' I!!!I - II:II PD.-�// i I I `'v I { I /2" L1Ehl Ltt51 � --/EtT Q- 13DR 1©----2 OR 14 1/4'0-2ox3/4" S.S. . ED- EO PHILUPS TRUSSHEAD "I-20r.3/4" S.S. PIIILUPS 1 ] oR 18 MACHNE SCREWS USING CONCRETE A14CHORS RUSS HEAD MACHINE SCREWS CONCRETE ANCHORS 1' 1/4'• 20 NUTS 12' O.C. (SEE SCHEDULE ON W/ 1/4'•-20 NUTS ® 12" O.C. POURED CONCRETE (SF.F SCHEDULE ON SHEET 13 & 15A) -min. POURED CONCRETE SHEET 13 & 15A) OR CONCRETE BLOCK OR CONCRETE BLOCK CONCRETE AN REQUIRED WALL REQUIRED U HV WALL SILL INSTALLATION (SEE SCHEDULE ON FO HV WALL SILL INSTALLATION POURED CONCRCTC SHEET 14 & 15A) OR RE BLOCK WALL REgUIREO O HV WALL SILL INSTALLATION INSTALLATION DETAILS W/ IHV BLADE & WALL /�\ ,�j� �'j�/\j NOTE FOR COMBINATION OF SECTIONS: ``IJ HV -1 \r/-4 HV BLADES) AS APPLICABLE 1- SEE SHFET 4 FOR TYPICAL SHUTTER k E. D. a EDGE DISTANCE ASSEMBLY (SEE SPECIFICATIONS ON SHEET 14) 4 SEE LIMRATION3 Or USE FOR 2- MOUNTING SECTIONS CAN BE COMBINED SLAVE 0 ON SHEET 2B IN ANY WAY TO SUIT ANY INSTALLATION, IllT„Tli FLORIDA BUILDING CODE High Velocity Hurricane Zol PROCUi:I ! .T`IE7%Ep 0���•,••""••'••,•✓9 4� ©2012 EASTERN METAL SUPPLY, INC. es comP!7in1: •.•pith U:e 5lnxide �Q;: ��OENSF •., ; MAXIMUM IMPACT HV1 HV2 13„Dding Cade (QI ` SHUTTER TECH, INC. ACCORDION SHUTTER PRODII(: F RRVISF.D AettTm,.nce?To 1-L_ T.,�•n�" r W 0-Plying Idth the Mrlda GxPi 1iuT DDL9 _1.re-- BERTHA HV Accordion Shutter System Iluilding G,dc T I O A N C Aa lento ND ¢ .03 © -k T, /%y/;���(yy^E/ - ( �` ) H.V. BIME 1 W OR W/O H.V. WINDOW RIME & I1.V. BLADE B itnrion lJ3fe S-O Z Y [� � / TH G F •�� A53A Z6 EV. N DESCRIPTION VATE Drann b: F.R.L. TIP L tdi it T5 tdu I Itu 6F • 4r TILLIT TESTING &ENGINEERING COMPANY �= 7485 WEST 2 COURT I OLD t4-004 6/o1/ DDATE: OD/D7/15 FLORIvlQ : .355 N.W. 3elh St., St., 31s, MGM mom, FLDW60. 3316 Mi6ml DA mdncl CUatraT 4 `� Phone : (305)871-1530 . Fax : (305)871-1531 HIALEAH, FL 33014 2 DRAWING No '• ' OeEe�Iunnc7eietron 3 PH (305) 825-2323 FAX (305) 826-7979 e 15-155 MIAMI-DADE COUNTY I P.E. WALTER A 71LLR Jr. P. E. FLORIDA U. 9 44167 4 POURED CONCRETE ANCHORS I mN ,WAR41111 I I I— 1 OR �A� CONCRETE - (SEE SCHEDULE ON SHEET 14) TO O (SEE 1 p 1 REQUIRED memE at S��EEr i xn. w"n2It P I O EDGE OF 12 FOR EDOE(1)Nr, 1 To cI— j SLOB IF 1 .1 — _a TTiaa+ _ 1 1 I • U. APPUCABLE EXISTING mot' 1 A 30& © j (s¢ sxa�r iz GIAS � ! N.IF.FNAT i i i i a E rEQ I ANCHOR L I I 1 1 - 1: LOCATION 1 I i i(j��-^,"�j`.H�-E',%�y�'Y_(ASN_ER HEAD E ISTINGCLASS11 I, 1 ( OR 13 Dn 15 I J/B' NIN. Y EI $'-1 CRE_HE 112;r<Q.C.. I I 1 I 7 a' Mn1II1 CONCRETE ANCHORS 1 1 I I1 © e ] 1 / (SEE SCHEDULE ON SHEET 14) 8 EXISTING 1 1 II 11 Ii EDGE OF 1 111 j E ' E EDGE OF GLASS— I SUB IF 1 / 1 /1/2' 1 EDGE OF APPLICABLE i 1 0 C11PAIAS ISLE i I APPLICABLE E.O. 0� SLAB B - _— APPUCABLE J x ED(AE at 1 IY FOR MADE (gI{�ARD 1 1 POUHEU POURED at BEET 29 Tdi 1 OR ® CONCRFTF. CONCRETE REQUIRED E. D.• E. D.� REQUIRED FLAT IIEAD CONCRETE ANCHORS (SEE SCHEDULE ON SHEETS 15 & 15A) (G� HV CEILING INSTALLATION F( aHV�FLE00R.<JNSTALLFAVONa t QI HV WALK —OVER INSTALLATION CONCRETE ANCHORS 1 1 1 (SEE SCHEDULE ON WN, SeAvna1 t I 1I ( I SHEETS 15 & 15AJ i— Lromut�inE EXISTING I MIN. SEPARATION 11111""", I EXISTING sxtET 1N GLASS GLASS-1 MIN. SEPARAl ION i EXISTING ' 1 TO GLA45 I —(SEE SCHEDULE 0c1A55 i �(EiEE SCHEDULE OI I LSHEET 12)SHEET 12)n77i 11i�M 1 1 I g 1 13 an 15 11 11 _T HIX WASHER I i it 1 Ii i114xJ ' HIX IIEAO 'i 13 e^ jI.ml. I 1 010x3/a^ HEAO TEK SCREVIS ®/ W__4 $ M1 / I12" U.TEK SCREWS ®9' O.C. OR 11,,T,,0S.SM.S. i W/ NUT ®9° O.C. 1 CONCRETE ANCHORS SCIIERULF. ONul - --- 6 tO 814X3/41(SEE ® 9" 0. C.. 1 111 1 I LUOE Or \ �14x3/4" F.N. S.D.S. ®9' O.C. / SLAB IF APPLICABLE `CONCRETE ANCHORS POURED CONCRETE BCE ROTC 13(b) ON SHEET 1 -E.D POURED CONCRETE (SEE SCHEDULE ON OR CONCRETE BLOCK SHEETS 15 & 15A) OR CONCRETE BLOCK REQUIRED POURED CONCRETE REQUIRED OK HV WALL FLOOR INSTALLATION Q HV WALL WALK —OVER INSTALLATION REQUIRED (J HV RAINGUARD INSTALLATION t INSTALLATION DETAILS W/ 10 HV BLADE & NOTE FOR COMBINATION nFSF.TIONS: tit HV + 1A HV BLADES) AS APPLICABLE THIS INSTALLATION SHALL DE I- SEE SHEET 4 FOR TYPICAL SHUTTER E. D. - EDGE DISTANCE REMOVABLE WHEN PERFORMED 4 SEE UlAITATIONS OF USE FOR v ASSEMBLY (SEE SPECIFICATIONS ON SHEET 14) ADJACENT TO AN OPERABLE EXIT 2- MOUNTING SECTIONS CAN BE COMBINED OR ENTRANCE BLADE ©ON SHEET 28 IN ANY WAY TD SUIT ANY INSTALLATION. j I MITI FLORIDA BUILDING CODE High 'Velocity Hurricane Zone PTLUUOCi' RHN1e`AL-D �<�..•''•"•.•✓9'G�r ©2012 EASTERN METAL SUPPLY, INC. w ccmplyvTg tviffi Um Florida .y';•',.\CENS,c SHUTTER= CH INC, MAXIMUM IMPACT HV1 HV2 FWitrlin5 (.'<xlc rennucrRwls[sD n<r<Pmn«;J .q 020J.o1 ACCORDION SHUTTER oS complying wish lFw Floeidn b'pl., Uon Daw-0tEll" ,ZO,Z2� I� GC O IHC. \� BERTHA HV Acco1� nlion Shutter5yslem Building Code FI3, p//71 (/<'. _e (ASSA # 26) II.V. BU➢E 1 W OR W/O H.Y. WINDOW BLADE & N.Y. BLADE ACcapllvlcCNu o 62¢, 03 Ntlar'.e i?: Frt� ,<tnT .Q'•• J ATE OF EY. II DESCRIPTION DATE Dronn b . F.R.L H. im iml Ocle • 4i ? TILLIi TESTING & ENGINEERING COMPANY 7485 WEST 2 COURT Y�20/7 a4: 1 01.0 to-DDa 1s/ol/1 DATE.: OB/D7/15 F� ,QQ' a 6355 N.W. 36th. SL, SIL. JOS, MRGINIA CADDIS, fLORIDA 3J10 py ��+ %� Phane : (305JB7I-I57D .Fox : (305)871-1531 IiIAIFJW. FL 33014 2 DRAWING No bllmll Oadc cl Conat' �''�SIONIIIII, �P�`� WALTER A TLUT Jr. P. E PH (305) 823-2323 FAX (305) 826-7979 i 15-155 FLORIDA Lt.. 1 44167 MIAMI--DADE COUNTY P.E. SEAL/SIGNATURE/DATE 6 7 SHEET OF 28 EE END WALL CD SEE NOTES ON LOCKING RODS 0 , HV LOCKS (j) or 2® o U T 9D I N r I NSTALLATI O N S W Z 1 H V AND ALTERIIATE HV LOCK ® ON SHEET 5. EXISTING GLASS ** BLADE SLACK DETNL UVF IS VALID FOR ALL BLADE W HV CENTERMATES CENTERMATES APPUCATION WITH eLAOEO1 i 0jo-0.03� OR 94 - 10 * 15 7 + 13 m 1 EXISTING CLASS SEE END WALL CONNECTION I Q � � ©'©°" RETAILS ON SHEETS 11 & 24 Q+O + QoKQ+Q7 + 18 O+ O an Q + @Ox®♦ 07 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 2•x2 xt/D'xo'-2 I 14 ®' ©. 19 +Qan 19 • 3 1/4- 7• G I/2" 7• t (6063-16 ALLOY) ALUM. 1 OPPOSING SYMMETRYCAL ANGLE W/(7.) I/4'C TAPCON I/2" CENTERMATES MIN. SEPARATION ANCHORS TO CONCRETE I CENTERMATES (TOP/BOTTOM) Jc 1 #IOx3/4" S.M.S. Td 12'_ (SEE SCHEOl1LE ON (4)j110x,/2" S•.LLS. TO TUDE I D.C. FULL LENGHT. W/ HV LOCK 4.0 5 WZ/ HV LOCK or ro ctAss A7 EACH ANGLE. (TYP) ® * 35 * IN `� * 3 SHEET 12) r ------------ _ _ ------- ___ ___ ____—_ ___—_ O QoA®op Q+OanQaajD +l3 a+ to+ts«�t7+Q�t©+QaK EXISTING FGIASS 8 13 + I g on 19 + on 19 + 0 IN- x SIIN ___ _— —\J GIASS MIN. SEPARATIO IN TO GLASS iEt SCHEDULE OI OPTIONAL SHEET 12) (INTERIOR) +Ng2m.r I@ I ___ I _® ® OvF-UT ® ex HVB HVC HVA Qan®en©+Dan Qnp lO +13a POURED CONCRETE OR _ _ _ _ _ _ _ _ _ O O _© O © © EXISTING CLASS CONCRETE BLUCK WALL 10 + 5 ap I • 13 ae 1 on REOU EU SYMMETRICAL — — —— �'O 17an�+O ®ax---- - CENTERMATES IN I 15 I8 anQ+ I8 anO+Q an ME S GLASS:ONW/ HV LOCK 26(SEE SCHEDULE OPTIONAL n+ 18 °n 19 • Li 3 . 1 9 + `I r) SHEET 12) � /INTFRIf1R1 �1 8 1/2• MAX. SLACK I ' OUT � HVE HVF** HVD `,LdI1111I1T11NT7/A7// FLORIDA BUILDING CODE (High Velocity Hurricane Zone 02012 EASTERN METAL SUPPLY, INC. PROi'R'Cr RNisw LL? ��� \CEN •., !/^4; m:nroClyin3 •vilh!he Fioridx P' -7 MAXIMUM IMPACT HV1 HV2 DDi1�raG c•.I:+ � - __ SHUTTER TECH, lNC. ACCORDION SHUTTER PRODUCI'RGYITiED Acre{,:onrc �h; L�-� 01.01 - —;— 0: 167 -- - n3wmPlyingWiNUw Fllosada 0°1C� ��� �� �� O INC. BERTHA HV AmordionShulter System auilding Clxt 6 =_ *:� Q�%1V'� :�L' (ASSA # 26) H.V. DIME 1 W OR W O H.V. WINDOW ()IME & 11M. RIME ArxPL•Inm No 15- O Q 4., p3 HY Z A'• STATE OF EV. N DESCRIPTION DATE elv,.n b . F.R.L. Expiml,on 131 o G•Ti. ni Dal ' : uTCunZ� TILLIT TESTING & ENGINEERING COMPANY �2a/7 Q••, , <tr� 7495 WEST 2 COURT D �i :� ••.'�[ORIDP .' •�� 3mn. sL. sty 3W, WRGINU GApa015, naFAVA 331, I OLD IA -DOA s/01/1. DATE: O6/D7/15 Y Phone : (305)871-1530 . Fax: (3051871-1531 HIALEAH, FL 33014 3 DRAWIhtG hlo AfismiD nCOntrol �i� ���` °-m°n: RR+coeaot.com ON1A �11LL1 Ell *DOOs71e PH 305 823-2323 FAX 305 826-7979 1 15-155 A'A/q If T` ` WALTER A. TOUT JG P. E. ( ) ( ) FLORIDA Ue. B 44167 o SHEET MIAMI—DADE COUNTY P.F. SFAUSIGNATURE/DATE 6 8 OF 2a S O.C. �� ALL �\ � �\ ■__ 4 I O U I 9J PIN—] P EXISTING GLASS BLADE IQ SLACK DETAIL HVF, INDICATED ON SHEET 8, I en on 6 oR $ on 0 � (3 °R Q ® O. O O O , AS WELL AS UNIVERSAL FLOATING BLADUSED WITH DETNL HOD—HALTERNATE INDICATED ON SHEET 10, MAY BE USED W'Nii THIS AlTER74A7E 10 �°n 1 % •°n 1©+Q on - INSTALLATION DETAIL HVG SHOWN IN THIS SHEET. SEE END CONNECTION DETAILS ON SHEETS 11 & 20 2'.2'x1/e'.o'-2 I ®' I $ on 19 • 13 °a 19 + 15 (6063—T6 ALLOY) ALUM. i ANGLE W/(2) 1/4"0 IAPCON 1/2" ANCHORS TO CONCRETE I (TOP/BOTTON)dc L -------------.-------- (4)#10,1/2• S.N.S. TO TUBE I AT EACH ANGLE. (lYP) I y�tOx7.C. S.M.S. 0 12' O.C. FULL LENGHT. * I AI 30 HV "T" IV He SEP TUN 'aT" MIN.,U 3D 5 37 LOCK (INSIDE) 1 37 H1/ G S LOCK (INSIDE) (SEE SCHEDULE ON SHEE 12) _—_—_—___—_—_— _ - 5 1/ ,• 1/2" 0 35 35 OUT 35 35 27 1/4" 0-20 x 1 1/2" S.SA.S• 27 NYLON SCREW FIEAD W/ 7/8"0 x 3/37_" WINGNUT. * SEE TIO7E 6 FOR HV LOCt(� * 30 HV "T" LOCK OUTSIDE � ( ) 2G 1 4" !y-2D X 1" S.S.fr1.S. O / "T" , "r LOCK, ON SHEET 5. W/1/4"O x 5/8" RIVNUT t. 30 HV LOCK (OUTSIDE) I SERIES O444 ALUMINUM - - G* (2024—T3 ALLOY) LARGE FLANGE THIN SHEET NUTSERT, PART b 0820. AS MANUFACTURED BY AVOEL CHERRY TEXTORN, PARSIPPENY, NEW JERSFY 07054 OR EQUAL INIT"q4 ``YT"pp'Ti FLORIDA BUILDING CODE (High Velocity Hurricone Zone 'RUbUi'TF fiEV77:f) "'';J„I1gVN"`D`rLnTtd3 ��`P��''•pENS •'•; /9',� �. �'_ 5xuTTEe TECH, ©2012 EASTERN METAL SUPPLY, INC. MAXIMUM IMPACT HV1 HV2 PRODUCTREVISGD 'uttat"x�'°�° lc°e,;eanoara�,J�_ ZbIAI a - - z INc. ACCORDION SHUTTER BERTHA HV" Aaordion ShuUcr System H.V. BITE 1 W OR W/O H.V. WNDDW BLADE & Y. BLADE ns °nmplyin9 wish lhC FbridA Dutldtn cudo 6 Aoq,III lcc No i O Z4.0S' EST` inn T7nfc,pL ]�WLL / Tr f Z ,-�%�, _ aaroiD •cnunlfnl ..pL t• — c •� �' 6Er.• T '� C INC. (ASSA # 26) 7485 WEST 2 COURT TILLIT TESTING ENGINEERING COMPANY [V. N DESCRIPTION DATE D,— N . FILL. I OLD I4-004 0/Ol/1 DATE: ofi/DI/Is R f ionUJte Z.Ol7 w •• �` �Qr ,, �� 6355 N.W. 36t,. 51, 61r. 3o5, WGNN CARoms. rLoRm 3316 2 DRAWING No Dy h4iao11P clConuOl Phone : (JOS)871-15J0 . F°X : (3O5)671-15J7 HIALEAH, FL 33014 ,w c �OINA� ,,`\```�� '11FLORIDA WAI.TEREA`0711LIf Jr. P. E. PH (305) 823-2323 FAX (.505) 626—/9/9 15-155 9 SHEET 9 OF 28 MIAMI—DADE COUNTY P.E. SEAL/SIGNATURE/DATE U. # 44167 6 SEE END WALL CONNECTION DETAILS ON SHEETS 11 & 20 �N (EXISTING GLASS OUT INSTALLATION (1) HV BLADE 0fl'j/ W/ HD CENTERMATES 3 p . @06 Q+ @N 17 .Q ORSEE END WALL CONNECTION 5 'Q +©°A©` O'C�°H DETAILS ON SHEETS I I & 26 5 • 8 on 1 + on 8 + ] an — — — ///--_!STING GLASS O O © O ® I — — —I -------- `-----'------------- z•.z^.1/B•.o•-2• I 35 35 (6083-78 ALL ALUM. t/Z• * .� ANGLE W/ ()2 114.0 I IAIN. RATION (OPTIONAL) Q (OPTIONAL) TAPCON ANCHORS 70 I 110 M 3/4- S.H.S. O le (4) H.V. '.ONCRETE (TOP/0OT1011 jjj p,0, TOASS & (4) ;It4x1�2' S.uS. I I (SEE SCHEDULE PIN (TYP.) �{�J (4) H.V. 33 T nrU+cLA, MP) I n— oN sHl ET 7z I e sia^ s 7/z" PINS (TiP.) -�--------- - -- --- ----- ' -_- _AV IT- 141, ---- TN L 1/2^ O O � . — --- - ----- 31 oR 32 * 33 31 oR 32 r@.R 32 ----- 35 - --- 31 OR 32 20 HDA—HVA 35 * HDB—HVB (OPTIONAL) HDC—HVC (oPnoNA) OUT SYMMETRICAL_ Hp CENTERMATES 5YMMETRICAL HD CENTERMATES W LOCK INTERIOR W/4% LOCK (EXTERIOR) 12 - s + 7 O+®o^ t 0 +03 10+Q5-O7+Oon6.0- �©`O+OOR©`O`®m SEE NOTES ON LOCKING RODS D & HD LOCKS ON SHEET 5 8 + 18 on 19 + 13 an 19 ** UNIVERSAL FLOATING BLADED DETAIL HDD—HVD IS _O VALID FOR ALL CEN1ERMATES APPLICAIIONS WITH BLADE(D _ `�`aauuunTrrryr, HDD—HVD** r FLORIDA BUILDING CODE High Velocity Hurricane Zone 02012 EASTERN METAL SUPPLY, INC. NODucTILLrtswr:D �; CEN '� - l V S' '� SHUTTER TECH, 1NC, I MAXIMUM IMPACT HV'1 HV2 :v comrdyia^, •iliih lh�: Flmi�O ` . . ACCORDION SHUTTER uilJing CoAe �• PRODUCTR}1VTS0D lc11:42 ll-r0 1.01 `7�=-� BERTHA HV' Amnr Ion SlmllerSyMem rLc cmnplying wilA dle FladJn r2j prZILECO INGASSA 26building Ludo j / / r - , J///�,* _ ( ) H.V, BU,UE 1 W OR W 0 fiV. WINDOW RLME & II.V. J_ TY EV. N D[SCRIPnoN DAIE Dr°wn b : F.R.L.!_uct Lea . ,t• 4TILLIT TESTING & ENGINEERING COMPANY 7485 WEST 2 COURT O •, F W33 rLtl. 361n. Sl., 5L,. 305. VUMIA GARL`E85, FLONDA 3316 t txD f 4-OD4 s/o1/f DATE: 06/07/15 Toy % Pn°ne : (3Ds)eTt-t53o . F°x : (365)871-1531 HIALEAH, FL 33014 = DRAWING No �" S .�` _01: Glt— t°ol.com 3 15 -155 M' iDed otluclContra r�i,�ONA�tEN�p��` EB-OGG6719 PH (305) 823-2323 FAX (305) 826-7979 WALTER A TLUT Jr. P- E. FLORMA U°. 9 44167 5 SHEET MIAMI-DADE COUNIY P.E. SEAL/SIGNATURE/DATE 6 10 OF 28 ® 16 O.C. 2" MIN. EQ LOCATE AT EAR SIDE OF5 ) I/2" MIN. T— (f10x1/2" S.M.S. 0 1 G" O.C. 5 eOR ®� w®w6• ID•QS ^•®• ©•0 ®` ANCHOR ® 16" / O.C. R POURED CONCRETE POURED CONCRETE OR CONCREIE OR CONCRETE BLOCK WALL REQUIRED / BLOCK WALL REQUIRED - Z VOSTING GLASS EXISTING GLASS MAN, SEPAPATIONTO GLASS — / SCHEDULE ON(SHEET MIN. SEPARATIONS // 12 FOR BLADE(L)AND TO GLASS (SEE ON SIIEEF 28 FOR SCHEDULE ON SIM 1/16"z3" MAX. BLADES IO& d 12 FOR DI.ADE tONm / (6063-T6) CONT. C1 SHEET 28 FOR ALUM. CLOSER 1 RMFSOI & ® 1/2" PLATE (LOCATE AT EITHER SIDE MIN. OF(D) I 4USE I" OR 2• MAX. (AS APPLICABL J10x1/2" S.M.S_ I - — - — - E)x2"zi/8 a0'-2" O.C. ALUMINUM CLIP ANGLE ----- 4 (6063—T6 ALLOY) AT M1IIDHEIGHF� 4 ` (2)1/4 0ITAPCO 5 ANCHOORS ro WALL AT 1" O.C. (LOCATE AT SSDE CONIIEC110N �COR� EE DErAIL EITHER SIDE OF®) SEE DETAIL X FOR �OR & IU IRACKS SIDE CALL X FOR 6 7 8 w 0. SEE DETAIL X FO TO TRACKS w 6/ w 8 w O+ 3 w O ®°1 SIDE. CONNECTION ©'^ 0 10•0^•0•@30 .0- TO TRACKS POURED CONCRETE 0 CONCRETE BLOCK WALL REQUIRED EXISTING GLASS MIN. �ALATION� 10 GLASS (SEE SCHEDULE ON SHEET 12 FUR BLADE OI AND ON SHEET 28 FOR -i ELADESQ&d -EXISTING GLASS _ — — — — MIH. APARON TO GLASS (SEE SCHEDULE ON SLEET 12 FOR BLADE ION1D ON SliEEf 28 ICti ETADFSQ& d 'OURED CONCRETE )R CONCRETE iLOCK WALL REQUIRED EXISTING CLASS N. �ARATION TO GLASS (SUE SCHEDULE ON SHEET 12 FOR BLADE (I)AND —ION SHEET 28 FOR OR Lb."'LW'• ILJ''LJ'"LJ •lJ Q4 ID•®��®. ®wl©.I®w -©+O7-0y0-7O•@Iw •O7 END CONNECTION DETAIL 20 END CONNECTION DETAIL 03 END CONNECTION DETAIL n 11 i• REQUIRED ONLY FOR SPANS GRFATER THAN 1Y-0" CONCRETE BLOCK'WALL EXISTING REQUIRED — GLASS ®- 1 1 .2 6" M C. LAN. SFI'AAAlION Yrt^^6' C. ,. ,: — — — — To LASS (SEE D k..b------y J SCHEDULE ON SHEET CONCRETE 1/2" MIN. 12 FOR BLADE(T)AND ANCHOR fLl ON TEEr 28 FOR t 2" o.c. / .. BIADEs 0 & d 4 2" OR 'y POURED CONCRETE OR \\\ ©O4®w©• 07 w©"� ID •©°' REQUIRED CONCRETE BLOCK WALL �10•©"+®•�w©•du ©•O.Ow©•O•®w END CONNECTION DETAIL 5 ©mow© �wp Om O ®w� ®w®•O SV1,,LL, TIT PlLonucrar.;�lHlcfse �P''4v\GENq rs ecvnp:Y'i;lg whl! 6ce FrnridA 13uil�ing Cndt •� ���.q PRODUCT RB VTSBD A.cc;Rnece F:o L'1'Dol MbMixryme' pllDaelNcda o b-/ LETbT'i01—plying wilh th. RddBNldlRg COO 5-662¢.03 DNato Rm2oI% UclCn0R1Tj'easl4l!nfcf..S�l-{c'eJ7-yN[!r'Z41��La" •i*�O., :�• '�•,F�S(NQ1R1LtIO�O(P F ;IINAuI0 MIAMI-DADF COUNTY P.E. SEAL/SIGNAT( OR®OROOR OR 13 OR 0 OR @ L©OR®OR 1 OR L ♦ SEE UM ATIONS OF USE FOR BLADE IA ON SHEET 28 QORQOR(qOR 5 VIEW Y PLAN DETAIL X END INSTALLATION �'pwp•®w0'pw W HV BLADE OR M HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. FLORIDA BUILDING CODE High Velocity Hurriccne Z © 2012 EASTERN METAL SUPPLY, INC. SH_QTTE_R_TEC}i. INC. MAXIMUM IMPACT HV1 HV2 ACCORDION SHUTTER /TI-Ll CC O I N C. BERTHA HV Amovtlion S utterSystem (ASSA p 26) II.V. B(AOE 11 W1 OR W/O H.V. WINDOW BLADE do H.V. GLAD TILLIT TESTING & ENGINEERING COMPANY EY• H DESCRIPTION DATE D,o.,, 74B5 WEST 2 COURT I OLD 14-004 6/01/1 DATE: O6/OT/t 8]33 N.W. JSIII. 51., Re. JO3. NRCIIM INRDDIs. FIAI4M J]I G Ph- ; (305)871-1530 . Fax : (305)871-1531 HIALEAH, FL 33014 s DRAWING No --I: IOte d..Leom 3 E6.-o0D6719 PH 305 823-2.323 FAX 305 826-7979 J 15-155 W'N.TER A. TLUr Jr. P. E. ( ) FLORIDA II-. 9 44167 5 SHEET 6 11 OF 28 OR POURED CONCRETE 0 CONCRETE BLOCK WALL REQUIRED EXISTING GLASS MIN. �ALATION� 10 GLASS (SEE SCHEDULE ON SHEET 12 FUR BLADE OI AND ON SHEET 28 FOR -i ELADESQ&d -EXISTING GLASS _ — — — — MIH. APARON TO GLASS (SEE SCHEDULE ON SLEET 12 FOR BLADE ION1D ON SliEEf 28 ICti ETADFSQ& d 'OURED CONCRETE )R CONCRETE iLOCK WALL REQUIRED EXISTING CLASS N. �ARATION TO GLASS (SUE SCHEDULE ON SHEET 12 FOR BLADE (I)AND —ION SHEET 28 FOR OR Lb."'LW'• ILJ''LJ'"LJ •lJ Q4 ID•®��®. ®wl©.I®w -©+O7-0y0-7O•@Iw •O7 END CONNECTION DETAIL 20 END CONNECTION DETAIL 03 END CONNECTION DETAIL n 11 i• REQUIRED ONLY FOR SPANS GRFATER THAN 1Y-0" CONCRETE BLOCK'WALL EXISTING REQUIRED — GLASS ®- 1 1 .2 6" M C. LAN. SFI'AAAlION Yrt^^6' C. ,. ,: — — — — To LASS (SEE D k..b------y J SCHEDULE ON SHEET CONCRETE 1/2" MIN. 12 FOR BLADE(T)AND ANCHOR fLl ON TEEr 28 FOR t 2" o.c. / .. BIADEs 0 & d 4 2" OR 'y POURED CONCRETE OR \\\ ©O4®w©• 07 w©"� ID •©°' REQUIRED CONCRETE BLOCK WALL �10•©"+®•�w©•du ©•O.Ow©•O•®w END CONNECTION DETAIL 5 ©mow© �wp Om O ®w� ®w®•O SV1,,LL, TIT PlLonucrar.;�lHlcfse �P''4v\GENq rs ecvnp:Y'i;lg whl! 6ce FrnridA 13uil�ing Cndt •� ���.q PRODUCT RB VTSBD A.cc;Rnece F:o L'1'Dol MbMixryme' pllDaelNcda o b-/ LETbT'i01—plying wilh th. RddBNldlRg COO 5-662¢.03 DNato Rm2oI% UclCn0R1Tj'easl4l!nfcf..S�l-{c'eJ7-yN[!r'Z41��La" •i*�O., :�• '�•,F�S(NQ1R1LtIO�O(P F ;IINAuI0 MIAMI-DADF COUNTY P.E. SEAL/SIGNAT( OR®OROOR OR 13 OR 0 OR @ L©OR®OR 1 OR L ♦ SEE UM ATIONS OF USE FOR BLADE IA ON SHEET 28 QORQOR(qOR 5 VIEW Y PLAN DETAIL X END INSTALLATION �'pwp•®w0'pw W HV BLADE OR M HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. FLORIDA BUILDING CODE High Velocity Hurriccne Z © 2012 EASTERN METAL SUPPLY, INC. SH_QTTE_R_TEC}i. INC. MAXIMUM IMPACT HV1 HV2 ACCORDION SHUTTER /TI-Ll CC O I N C. BERTHA HV Amovtlion S utterSystem (ASSA p 26) II.V. B(AOE 11 W1 OR W/O H.V. WINDOW BLADE do H.V. GLAD TILLIT TESTING & ENGINEERING COMPANY EY• H DESCRIPTION DATE D,o.,, 74B5 WEST 2 COURT I OLD 14-004 6/01/1 DATE: O6/OT/t 8]33 N.W. JSIII. 51., Re. JO3. NRCIIM INRDDIs. FIAI4M J]I G Ph- ; (305)871-1530 . Fax : (305)871-1531 HIALEAH, FL 33014 s DRAWING No --I: IOte d..Leom 3 E6.-o0D6719 PH 305 823-2.323 FAX 305 826-7979 J 15-155 W'N.TER A. TLUr Jr. P. E. ( ) FLORIDA II-. 9 44167 5 SHEET 6 11 OF 28 OR SCHEDULE N1 MAXIMUM SHUTTER SPAN *'L+" OR "L—" (ft.) FOR INSTALLATIONS W/ §YMMETRICA CENTERMATES. ®& ® or or Q W/ ONE HV LOCK 2 or ® or ® or HD LOCK W/ NO LOCKING RODS Q OR CENTERMATES 0 & W/ ONE HV LOCK ® W/ TWO LOCKING RODS © TOP & BOTTOM •(SEE NOTE t) kw-. As.n MIsH Lono EP.°.tJ CONCRETE & WOOD INSTALLATIONS 0 WALL MOUNTING FLOOR/CEDING MOUNTING L + (a) L - (fl) L 1 In) L- (4) 30 13'-2" 16,-0" 13'-2" 16'-0" 411�15r - " 14'-10' 12'-8" 14'-10" 40 12'-3" 13'-10' 12'-3" 13'-10" -45— -11=11= -13= 1= -1.1-11= _13_1" 50 11'-7" 12'-5" 1 V-7" 12'-5' 55 11'-4" 11-10" 11'-,V 60 65 11'-1" f0'-10" 1 V-4' 10'-1D° 11'-0" ___i9-7" 15-10'- 70 10'-G" Io'-6' 70'-2" 10'-6" 75 10'-1" t0'-1" W-10" 10'-1" 80 9'-10' 9-9" 9'-7" 9'-10' 85 9'-6" 9'-0•' 9'_3• 9'-G' 90 9'-3" 9'-3" 9'-O" 9'-3" 100 8'-9" 8'-M1" 8'-6" W-9" 105 W-7' 7'-11" 8'-4" 8'-4" 110 8'-4' 7'-7" 8'-2' 7'-1 I" 115 8'-2" 7'-3" 8'-0. 7"-7' 120 81-0' G'-11" 0. 7'-4" 130 7'-8" G'-5" 7'-6" 6'-9" 135 7'-7- 6'-2" 7'-4' B'-6" 140 7'-5" W-11" 7'-3" 6"-3" 145 7'-3" 5'-9" 7'-1" 6'-0' 150 7'-2' 5'-7" 7'-0" W-10" 155 7'-0' 5' - 5' W-10" 5': B" 160 W-11,1, _W-V— B,-9. 165 6'-10- 5'-1" 6'-8" 5'-4. 170 6'-9' C-11" 6'-7" 5'-2" 175 6'-7' 4'-9" 6'-5" 5'-0' 180 6'-B" 4'-8" W-4' 4'-10" _105 - 190 _- 6'-S" 8:_4c _ 4'-G' 1'-5"'- 6'-3" 6'-2. 4'-9' A:_�. _ 195 6'-3" 4'-3" 6--l' 4--6" 4'-2" 6'-0. 4'-5- 205 6'-U" 4'-1- B.-U. 4'-3" MAXIMUM SHUTTER SPAN* "L+" OR "I —" (ft.) FOR INSTALLATIONS W/ OPPO CENTERMATES. 21 & ONE HV LOCK OR OR 26 W/ NO OCKING RODS • (SF.F NOTE t) CUNCREIL & YIUUD INSTALLATIONS 6 65 10' 0" 110'-0'-I 100 --I - W-10" -I - 4'-5° SCHEDULE #3 AXIMUM SHUTTER SPAN* "L+' R 'L—" (ft.) INSTALLATIONS W/ SYMMETRICAL C RAT S & �W/ TWO HV � OR OR LOCKS OR TWO OCKING RODS Toiv N/ ONE HV LOCK @ OR R & SEE NOTE t mkxwun Lao (,nI.) CONCRETE & WOOD VISTALIA11ONS d FLODR/CEILING MOUNTING L + (II) L - (0) 30 13'-l" i6'-O' 35 12'-7" 15'-7' 40 1Y-2" 15'-2" 45 I V-9" 14'-3" 50 55 _ GO_ 65 l 1'-0" 10'-9" I2'-4" 70 10'-7" 1 V-5" 75 10'-4"]1'-7' BO 10'-0" 05 9'-9" 90 9'-5' IGO 9'-0'105 8'-9° 110 8'-7' 115 5'-4' 120 B'-2' 8'-9' 125 130 W-0" (1-S. 7'--10' 135 7--9' 7'-9' 140 7'-7" 7'-6" 145 %'-5' 7'-3" 150 7'-4" 7'-0' 155 160 _ 7'-2' 7-_I._ ... fi,_7' . 165 7'-0' 6'-4" 170 6'-11' 6'-2" 175 6'-9" 6'-D" 160 6'-8" 5'-10' 185 190 G'-7' 195 200 6'-4" 205 * NOTES, • SEPARATION TOG ASS R 0 IIR MFN7c (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN (1) SEF BELOW FOR MINIMUM SEPARATION TO POSITIVE A.S.D. DESIGN LOAD. GLASS SCHEDULE FOR SHUTTERS INSTALLED WITHIN L-: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE THE FIRST 30'-0" ELEVATION OF BUILDING A.S.D. DESIGN LOAD. MEASURED AT BOTTOM OF SHUTTER. (2) PROCEDURE TO DETERMINE. MAXIMUM SPAN FOR (2) MINIMUM SEPARATION TO GLASS FOR SHUTTERS WALL MOUNTINGS OR FLOOR/CEILING: INSTALLED ABOVE 30'-0" ELEVATION OF BUILDING, GIVEN A POSITIVE A.S.D. DESIGN LOAD, DETERMINE MEASURED AT BOTTOM OF SHUTTER IS 3". MAXIMUM SPAN "L+" FROM SCHEDULE. GIVEN A NEGATIVE A.S.O. DESIGN LOAD, OFTE.RMINE MAXIMUM SPAN 'L-" FROM SCHEDULE MINIMUM SEPARATION TO GLASS SCHEDUL FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE SHUTTER W/ ONELOCK WITHOUT LOCKING` ROOS MINIMUM DETERMINED SPAN BETWEEN 'L+' AND 'L-". ( 3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR SHUTTER INSTALLATION W/ INSTALLATION W,SYMMETRICAL OPPOSING COMBINATIONS IN BF.TWFF.N WALL W/ FLOOR/CEDING SPAN CENTERMATES CENTERMATES _ MOUNTINGS: -FOR A GIVEN POSITIVE 0.5.0. DESIGN LOAD: 10� OR LESS 3 5/16'a 4" OETERMINL: LI+- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 5105' TO MAX. ALLOWED 3 7/8"a - 4" L2+- MAX. SPAN FOR FLOOR/CEUNG MOUNTING INSTALLATIONS. 0 USE 2 1/2' FOR HD LOCK i OR (y�+ VALUES HV®CENTERMAR.0 FOR A GIVEN NEGATIVE A.S.D. DESIGN LOAD: USE INDICATED FOR DETERMINE: L MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. MINIMUM SEPARATION TO GLASS SCIiEPW9: _ LLy FATI SPAN FOR FLOOR/CEILING MOUNTING SSHi ITTFR ONE LOCK & TWO LOCKING Wl RODS OR INSTALLATIONS. WITH ONLY TWO LOC (5 FINAL MAXIMUM /,LLOWADLE SPAN IS EQUAL TO THE SHUTTER INSTALLATION W/ INSTALLATION W, MINIMUM BETWEEN "Li+". "Lz+'. "Lt-' AND %2-" SPAN SYMMETRICAL OPPOSING CENTERMATES CENTERMATES (4) GO IU ANCHOR SCHEDULE WITH FINAL MAXIMUM 105' ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN LOAD TO OR LESS 2 3/4" +� 3 3/16" DETERMINE MAXIMUM ANGIOR SPACING. >105" TO MAX. 3 1/4" 3 1/4" ALLOWED 0 MAXIMUM SHUTTER SPAN "L+" OR IL-" FOR *« USE 2 15/16" FOR HV "T" LOCK ®D W/ ®5 114STALLATIOIIS UNTO WOOD SHALL BE LIMITED TO 105 t4 USE 4 1/8" FOR HV 'T" LOCK 0 V// 35 psf. A.S.D. DESIGN LOAD. USE INDICATED VALUES FOR HV CENTE MATES. t H.V. CORNER CENTERMATE #3 MAY BE USED AT ALL MOUNTING INSTAI I AMONS. LOCKING SPECIFICATIONS SHALL BE AS INDICATED Oil MANDATORY CONDITION #2 NOTE #5, SHEET 5. INSTA I ATION LEGEND CONCRETE & tAANSORY WOOD WALL A. B. C, D. E. M. N. 0, P. Q, R, MOUNTING F, K & L. S & V. FLOOR/CEILING G. H. I & J. T, U. W & X. MOUNTING (1) HV BLADE ONLY YROOIICI'RIiVISBD as compfyin8hjlh & Piro�� Building DGdp ALn:pl°nee Noirl-o62 D3' Ev ton D0t0 ATIy(uniDwc�wjrl_ ' I;OLJU07 PJ7?!it+'Gi) -corr.0)yn¢tiijGnl,ntTDaa:1 tLu:Ohwc.i1 i�„>tzv_c 71i1'j'ID�d) :xPt�rgti;tR Tlala D�. (11_.�11dJJ-�• I/ /J �[ �limne lT .:: :.�I�r!Lo"ntt<4^� �\�Q�`'.G4N SF t/t1 �� L ,7 '. - +��� ;'►r _ A'•. Afi�F tV` •, F OP; •OlD 4 •,. (QR1 •, \ F �'''�i,SS�01NAj1���a�`�� P.E. SEAL/SIGNATURE/DATE IL EC O INC. SHUTTER— ECI{, txc. (Assn y 26) 7485 WEST 2 COURT HIALFM, FL. 33014 pH 305 823-2323 FAX 305 B2B-7979, ( ) ( ) © 2012 EASTERN METAL SUPPLY, INC. MAXIMUM IMPACT HV'1 HV2 ACCORDION SHUTTER BERTHA HV Accordion ShutterSystem H.V. BIABE 1 W OR W/O H.V. WINBOW BU1B& H.V. BLADE TILLIT TESTING & ENGINEERING COMPANY sass N.W.1twaaln. s1., sl°. aos, vwo:MA cnnopls, non®n a3ta Phone : (305)871-1530 . Fox : (305)871-1531 a "EB110006719taam WALTER A. TILLIT Jr. P. E FLORIDA Ua. A 44167 �•N DESCRIPTION DATE praxn b: F.R. 14-009 6/01/1 DATE: 06/01/15 2 DRAWING No 15-155 MIAMI—DARE COUNTY 5 SHEE-1 12 OF 28 6 MAXIMUM ANCHOR*SPACING Qn.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN, DESIGN NEGATIVE LOAD AND A CORRE$ ONDING MOUNTING TYPE FOR CONCRETE INSTALLATIONS (SEE MOUNNNOS A, B, C, D RID F ON SHEET 6) O Ica mmmm� mWINN . 0 mm®mom ®�®m�� ®mmm00000mmmo�©oom���n©©mmm0000a�p®m00000noo MIKENj'' �'r`.�umonumm�000Hum�©oo0���m0000�milmlm�H�0lumm 0EO0 om momm�mmomon•mm mmmm• mmmmaommm,00lI o 000000"m ®�®��ovno� i��v®m�������®o��o'oa�mm�I®000nnonm®v ®iilmmO���9�®mOmp�Dammmn ®® ® ®oo�®®8®®hum mmu mmm®mm mmm OO®mm�"mam mmmmnE>FiOOt7OOm�mEM7m m mLiO oo mom®aaamoo03®©©O ®�m0�mm�ammm of mm�no©o�moaam�o��o��l'mmoml�oo�l0000���©® ® mmmmoo mmmmo a o o©o e�a�m�mmmommm ®��olona®®��o�oo9a�mmvoo��mmoa n omo�ooea " mmm®omv�©��9Boom®mn�99o�®ma0000mm©eeoo9�m®oo�a�000®0©0�9 _ mmmmaaammooaoa �9m99a®a9mommom9u99a®® o©�log HEM ®�mmovom ®vuffismo�moovaavmmmoo og ooaos mmommum H®Mo®®® ®' 111210 0 Mmm m m opaoo�®000000 Om ma00 O imm pov9ooammmmmm09 vO 00 aaaoo©0®O00 mm®©000m mmoovoo mmmm oo9®mm000�om�oavoPaaa��oo®oaano®m0000 a99aa®:aa9a®aacGaaa®aaaaa9�9�a®a®a®a inn�999a9®a� ®oao ®mmv9Poialoa�ooB000®moovooi a o��oo �i oaa�®v000mog B"aaaaoaoOo®M�mm ®mvaa9o9am9a999999�ao99000i9�oaaPoioo9o�9Pao�a000��v99oe �aovo �i In ANCHORS SPACING LEGEND TAPCON WITH ADVANCED THREADFORM TECHNOLOGY BLUE TAP TAPPER' * SEE ANCHOR SPECIFICATIONS ON SHEET 14 1 SEE LIMITATIONS OF USE FOR BLADE IA ON SHEET 28 () HV BLADE OR (D HV BLADE WZ (j& HV WINDOW BLADE WORKING IN UNISON P,• •�L• EN �• ✓� © 2012 EASTERN METAL SUPPLY, INC. Ps;Ln:Uc L:cLastt_;� S MAXIMUM IMPACTHV1 HV2 :,ge:;NeLh.iluTidO = SHUTTER TECH 1xc. 13i11diaB c"' — ACCORDION SHUTTER PRODUCTRCVISBD AteiT,sur No_T�'OZOf, OJ @ BERTHA HV" Accordion Shutter lem ns r unpfy)Dg,vllh wa Pl01id. r�1°'''M' °�•t•' �nI$4 ?'. I L G C O- AssA zs uuildill Ckdc W ) H.V. DLAOE I W OR W 0 H.V. WINDOW R tcH.V. BLADE 8 p). /.!��i �A '�•' �J `REV. N DESCRIPTION DATE Drawn bp F.R.L. AcccRloDce Nn —06Z .03 /' �f�" % �••, 4� .. TILLIi TESTING ENGINEERING COMPANY GxPI i0O DO10 �l7 AtiJmityY_+'_- FjCt Cilftncl �iQ�,•, F[D R1QP� C,\� 6355 N.W. dfilh. 51., Ste. 705, VWGIMA GA60FNS, RO61DA ]316 7485 WEST 2 COURT / /15 L/ 1 OED 14-004 6/Ot/t DATE: U5 of By Phono : (305)871-1530 . Fox : (3C5)571-1571 HIALEAH• FL 33014 2 ''aON1A1`� -lIill®t3 LDRAWfNG 1'J5mi Dede 1 ontr01 EB-0006719 pH 305 823 2323 FAX 305 826-7979 4 WALTEft A TILl7f Jr. P. E )FLORIDA Lie. 8 44167 5TMIAMI—DADE COUNTY P.E. SEAL/SIGNATURE/DATE s 28 , I. • Q7mmm : � R mmo� ' ' o ammo � v®MM ffi "ol0000mmv� s000�®l IwMNIffi ®mono®®mm0000I��moo am ML1 o00000000lo KlaO mmmv000vmmmvoo m v vv onN mmmmmooMMKO mnu m mm Im Om®m"1110 lma7pppvpppOO® ®I®M omm©TIN-00000000m�oomMMMKO ® ®® oom��OO Imlmoolm® iMlE ©�®o�am0000�000®n©n oO �noMiommNE®RMEEW u ®000 0®� ��mnnv®cumomi ME®0© ®O o0o�00�d0O0��I�mmmumn mmuomov�o®m�o�agrmooMM000 ilUAMM om EM e moon man • ovoo mmImploodomoo®�°1ioom®��omoo PH90mo m00mc®oo�in mrammusilipm 000000 I min a m�000voo�000®oo®® "MIM ®®o�omme�oo� ®Evoo ��®oo�mom®voo one v m o Eo oo ® o o®o�vo m ao oo m ®oom oPvl ooEo®01000� E®®oo 00 mmoo mom ovo wwww Ml IMMUNE 1 MMMM O�oo®OoqOo� ©®©000E oO®OOv000� M DoMM ®monsoon MR" mom9 �0000ll It PRODUCTRRVISED S0mp11cin9Et•ilhtlro Fltxlda n„Ilains B�: Aettplsncc No - D %z 4- 03 Glyn lion D9 Td1 MI DWC cl C1m D * SPECIFICATIONS ON ANCHOR REQUIREMENTS: POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES 1. ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: (A) TO EXISTING POURED CONCRETE: (MIN. Fc - 3 k91) SPA LEGIEND - 1/4'0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDER (Min. F'c - 3 ke1) ANCHORS "IN - - 1/4-0 x 3/4' ALL POINTS SOUD-SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. (Min. Vc - 3 ksi) TAPCON W'RH ADVANCED - 1/4'0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. (Min. Vc = 2 keo 'TAP TECHNOLOGY - 1/4'0 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC., AND DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY ALL PONTS SOLID -SET COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. (Min. Vc - 3 ksi) BLUE TAP W/ CAP NOTES TAPPER+ A.1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ ANCHORS IS 1 3/4, AND FOR BLUE TAP W/ CAP ANCHORS IS 1 1/2-. A.2) MINIMUM EMBEDMENT OF 1/4'0 x 3/4' ALL POINTS SCLID-SET ANCHORS SHALL BE 7/8' INTO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4.0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST, AND "SEE WfRlABONS OF USE FOR 1' MINIMUM FOR WALLS WITH NO STUCCO. BIME V Oil SNEEi 29 A3) 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 SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES 0.1) & A2) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS WTII OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. FOR INSTALLATION INiO EIFS WITH METAL STUDS SEE SHEET 28A (B) TO EXISTING CONCRETE BLOCK: (ASIM C-90) OR Cl)HY BLADE W 1 HV WINDOW BLADE WORKING IN UNISON O )o0cFR1iRR1PU �� �• EN �c',9 � comrlyinW z mi0t ^'rinridn . Q' \ % S '•. a1:sNd:eac,Pde -`3 � � JON n<��,tNt,11 Q ZOL 0 f r EndTmI nave 4I1 )JB� uct E.on t/'A�� Z A•,. STAY 0� :L ': 'P '• F \� •' \ SON MIAMI-DADE COUNTY P.E. SEAL/SIGNATURE/E ,/a P , 1/4"0 x 3/4' ALL POINTS SOLID -SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. - 1/4'0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. I/4'0 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC„ AND DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUFIER SYSTEMS ASSOCIATION, INC. NOTES: ELI) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF BLUE TAP W/ CAP ANCHORS AND TAPPER+ ANCHORS IS 1 1/4- AND TAPCON WITH ADVANCED THREAOFORM TECHNOLOGY ANCHORS IS 1. B.2) MINIMUM EMBEDMENT OF 1/4'0 x 3/4' ALL POINTS SOUD-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INFO THE CONCRETE BLOCK. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4' 0-20 S.S. MACHINE SCREW USED SEAL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST, AND 1- MINIMUM FOR WALLS WITH NO STUCCO. B.3) IN CASE TWAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR PNCHORS SIULLL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES B.') &.B.2) ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WTHOUT METAL STUDS CONSULT THIS ENGINEER. FOR INSTALLATION INTO FIFS WRIT METAL STUDS SEE SHEET 28A (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE (E.D.) VERSUS SPACING RLIAIIUNSHIP FOR ANCHORS. EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW. FOR E. D. LESS TITAN THE INDICATED. REDUCE ANCHOR SPAGINO BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. REDUCED SPACING OBTANED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE FACTOR ACTUAL EDGE DICTANCE ApCOII W/ ADVANCED THRFADFORM TECH MIN: SPACING ALL POINT SOLD SET BLUE TAP W/ CAP TAPPER + __ ___ MIN. SPACING 3 3/4' _ 4' E.D. 3' 1'Otlfi•D CONCRETEWII(TEIC MR ED.=3 1/2' 4' L40(1C MN ED-2 1/27 MIN. SPACING - 3 1/2' MIN. SPACING = 3' POURED CONCRETE & CONCRETE BLOCK NIL ED.•3 1/2' POTIRED CONCRETE & CONCRETE BLOCK MK ED.=3' TV= O CIXREiE MN. ED. =31/2- CARDIE77E BLOCK NIL ED. -2 I/2' 3' 0.90 1.0 0.78 1.0 O.B4 1.D 21/2- 0.81 1.0 - - 0.67 110 2' 0.71 - 0.51 - 1 3/4' 1®FCR�Ow9 etrs ca _ _ _ 0.43 -. 0.35 - C G C 0.... SHUTTER TECH. �xc. (ASSA # 26) TILLIT TESTING & ENGINEERING COMPANY 7485 WEST 2 COURT $355 N.W. 301N. St.. Ste. 303, VRGINIA GARDENS. FLORIDA 3316 Phone : (305)871-1530 . Fax : (305)871-1531 e—mail: 131=co®oel.eem HIALEAH, FL 33014 EB-0005719 WALTER A TILUT Jr. P. E pH (305) 823-2323 FAX (305) 826-7979 FLORIDA Ue. B 44167 © 2012 EASTERN METAL SUPPLY, INC. MAXIMUM IMPACT HV1 HV2 ACCORDION SHUTTER DRAWING No 15-155 SHEET 14 OF 28 IF MAXIMUM ANCHOR* SPACING ((p j SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN, A.S.D. DESIGN NEGATIVE LOAD AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE INSTALLATIONS (SEE MDUNIINCS 1, J, K & L ON SHEET 7) 1 • .n T n�; 0®®®�®®®�0000000 '®� o®m©©om© ®moo��io�mo®��Ir�®vvvvodtia%8vo©oo® moron: o mm® mmmmm m 000Nmum o0 0 ®MA"go smms ®IMPinm ovvvvov �7�i©o©©© KmEmpEoMM ®ami®m�',vvov8m ®moNoiMjfa MmO mmm�0 ®'��®"Oo®®vv ou©msmm0 oN ' oion lInNNM01U1 v©omd©©HUvommm1©n®m���v©�iv ®®®®®8 ©©©P© g• © IM go mm a>,mmNmMumm" m® vora®©vo�BUNION! m�mEannm ' N®oo® o vv©v ®mm0odo 01 I •vvv m©m®®vv 1 r m00 ' 0 00 DOO m©m©©© lm0t��00 ®®m0�1®0 m'0' 00 ®0� ©wEmm 010 00m©0©©®0� mH m. ' p®m00m oamEmEmam dmmummu oOo®®®®�®® mmmlvo�i000®o®mmomo�iioiom®vvo ©m©a©ovo r0®o l'1a Elm® iiDr v o 0•�0® mummmmIN p �00[•a000 0Ea�':7 I mlv®®m ��IL�0000®00®® vvvvovol ® oo�i0©moAo 0m vv ®mm® e� ovm®eammm ®®©vvv ®Oo�o°�0o��®oo®o�®®��oi000©�nmm Cm mm0 , mmmmmmm �oil ®o • mp o ® ' ®�®000p 0001700 0D0®© ®®Om0 0 vo0©oDoomm©omMEN �j mmMMmmo O®HmMo08 M MEmm©m0®0 0 ���i®i r� ® M Dmm�Imvvv�nvvol'moMES Imsulliml >vovp000iou00000 0 Dim vvv 000 0 il1logomu0"mmumilE v000©00000 D000 m mimm m 0O®ooeo5o©��v00� mm0olm0 m�vvovvovNv m ©v omv PRODUCTMg5E1) lituiFill" Ll witl11M FTerlda bing Cede Ac-Plence No /5— D 6 2.4. 03 C.gri ion Uate Oy MimJ P ed cl Cunlro :lIOtICT IZ!>71Y:`NliU avnplyir.; •.cidl �',a Florida MIAMI-DADS COUNTY 1 P.E. ANCHORS SPACING LEGEND TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLID -SET BLUE TAP TAPPER+ '1' SEE ANCHOR SPECIFICATIONS ON SHEET 14 0 VALID ONLY FOR UP TO +70, -75 PSF A.5.0. DESIGN PRESSURE RATING & FOR SPANS PER SCHEDULE #4, SHEET 12 (10 HV BLADE ONLY SHUTTER-TECH. 1 IL EC O �Hr. \ (ASSA # 26) TILLIT TESTING & ENGINEERING COMPANY T5/TA/TEE OF Z 74B5 WEST 2 COURT ` � = 6355 N.W. 361h. 51., St, 305. 11RGIIIIA OMGERS, FLOWDA 331G Ph... : (305)87 1-1530. Fax : (305)1171-1531 HIALEAH, FL 33014 � ; N� e—mall: UIlecoa3aalaam NA �1 AAA`\``` WALTEn A. MUM a. P. E. PH (305) 823-2323 FAX (305) 826-7979 %S118N' RE/DATE FLORtOA Ue. fl 44167 © 2012 EASTERN METAL SUPPLY, INC. XIMUM IMPACT HV1 1 ACCORDION SHUTTEI BERTHA HV A'n"ioN 9I,"' S""" 11 W/ OR W/O H.V. WIN00W BIVEy& H. DESCRIPTION I DATE n'..... h, DRAWING No 15-155 SHEET 15 OF 28 MAXIMUM ANCHOR* SPACING (jn.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN, DESIGN NEGATIVE LOAD AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE BLOCK INSTALLATIONS (SEE MOUNTINGS A B• C. 0 AND F ON SHEET 6) r , •., m®®�mmmm��� mmmm� :, "• mmmmm� ' 0ME �' mmmm' ���MOMMOM s�nm�mn®itl���m�HBOH����ii��mmoI000mmoo00= ZERO 0o mm'monn n o©© mmmnmo mmonov• nv v000m • �mmmmPi�OS�®la��Efisi���mifl©F7iflOO��e�®aEi���DO mmn ®m moo monra�moo mmon mum mmon ' 1n®mv no�ol1 mmonnomn ' mmmosfa mmnnon mmoonv mmm"��mmmomnmo= m ' © m�oBmm�oo ®em m pp o®mo�mm�memommmvo vo ® 0 00 no "Mmm IO®m0 nmmm flnoo ®®n so I mrammm=oma�Nin ��KE � ���031001m1mmMm�ivm 0mmm os iD m�1111MIRMon®d1m°�m®� ®mm DOi� ifl ®' ranv IBM �so0 ®®®®ppo®ppo ® �®qm®e e n ® n ®®®nnvlvno®m®mopsoo IwN ®©®000eeo Humm En11 l���IMEMMMe1mMrMM®O ®OOi ffilm mOO� Blum oo oomonio�mmomeevi°10 mmm®Qonpo nn000 ®mm® ma� • t �mmeoPom�M ®nenm Po n�itT�ne�im tsI�I�7® ®® �mmm moo MmMImsis om®m©000mmsBono�mm®n�to 00 ��A�000�09®��oelaool�����O�eIAOo�®®®Doom®Ov00�Om��0v00� n mmifl0000 m f'JMMOM �Mn®onoME ka • am I� ®m©Oliol000l�mm0000� 000O©soonMEso011mmi®C®O em • ®�ov000nmm®m000voo®©eseson • es�ss�s ao o m o®�imm ©o o • o00 onn�ssesss ' ®ilgom®®8®m8 0111111111 a�000 ©ov000©v000�m os ooms� 1"KHOMMUNNE es=nom�ss oonms esmnnooHou MUSSON ao000 ovn moomsno o ss ����®®®®�Bi��®B�On�00sssssn ® m ME nos ��oavo6oamov0000a�s�s®�emoll��ooBA��omv�8®��®�vv®®� IIf�l�ifsi+! ,ANCHORS SPACING LEGEND TAPCON WITH ADVANCED THREADFORM TECHNOLOGY BLUE TAP TAPPER+ 'I` SEE ANCHOR SPECIFICATIONS ON SHEET 14 • SEE LIMITATIONS OF USE FOR BLADE fA ON SHEET 28 (1) HV BLADE OR (1� HV BLADE W/ (W HV WINDOW BLADE WORKING IN UNISON Q'� •' E PrODOCTP.CI19liLOi� © 2012 EASTERN METAL SUPPLY, INC. •�; • \,\G N,p�c MAXIMUM IMPACT HV1 HV2 Ds rnmpLving ev;dtt; �erlDriaD - S'1iL1TTER TECH Ixs. sUildingCnde p 61p10. 4- t ACCORDION SHUTTER rRODUCI'118VIsEO icreplancr ND ^'; m complying With the blofid0 li �i , tinn Date I7 J.�/ 7D2Z �T -- /�l E C O N C • BERTHA HY Accordion 9hutterSystem Bulldiny Code _ Ac WoccNn / �yiti6F (ASSA # 26) II.V. BlAOE 1 W OR W/O H.V. WINDOW BLADE & N.V. BLADE I.. i ion U3I0 5^ b D Z4 03 DP / f��+J� � = EV. N DESCRIPTION DATE Orann E . FILL �Za/'� A4" aI)- .11�u tC'<;nr � %��•FtOR�pP,, �` TILL TESTING & ENGINEERING COMPANY 7q$5 WEST 2 COUPT I OLD tM1-oo•1 /m%t DATE: Os of 15 6755 N.W. 351h. SL. Ste. 305, VIRGNIA GMDENS• FLONDA 3316 Mt1 iTOode uclControl ¢/~ r NA Tt�p�� Phone :(3�)Bma1151eco9aal.com05)B71-7531 HIALEAH, FL 33074 ; DRAWING No 000111100 a ES-000671s PH (305) 823-2323 FAX (305) 826-7979 4 15-155 WALIER A. TILLR Jr. P. E FLORIOA Lie. ff MIAMI-DADE COUNTY P.E. SEAL/SIGNATURE/DATE M1M1i67 s •�HE�� �o MAXIMUM ANCHOR' SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN NEGATIVE A.S.D. DESIGN LOAD AND A CORRESPONDING MOUNTING TYPE (SEE MOUNTINGS ON SHEETS 18 & 19) :E� LJ B !EE3T FEAT E SOUTHERN PINE No. 2 W/ MIN. G=0.55, DOUGLAS FIR W/ MIN. G=0.50 SPRUCE PINE FIR NORTH W/ MIN. G=0.43 SPRUCE PINE FIR SOUTH W/ MIN. G=0.36 1/2" MIN. CDX PLYWOOD MAXIMUM SPAN eft) WALL MOUNTINGS MN0 & R , , CEILING MOUNT T FLOOR MOUNTINGS W& X WALL MOUNTINGS M, N, 0 & R CEILING MOUNT T FLOOR MOUNTINGS W& X WALL MOUNTINGS M, N. 0 & R CEILING MOUNT T FLOOR MOUNTINGS W& X WALL MOUNTINGS P & Q EGAINE AS.D. DESIGN LOAD (psf NEGATIVE A.S.D. DESIGN LOAD (p,f NEGATIVE AS.D. DESIGN LOAD (psf _ TECATIVE AS.D. DESIGN LOAD (psf NEGATIVE A.S.D. DESIGN LOAD (psl NEGATIVE A.S.D. DESIGN LOAD (psfINEGATIVE A.S.D. DESIGN LOAD (psf 30 40 160 175 90 105 30 40 60 75190 105 30 40 60 75 90 105 30 40 60 175190 105 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 '-0" OR LESS 12 10 10 9 8 8 6 6 6 6 6 5 12 10 10 9 8 8 6 6 6 6 5 4 12 10 10 9 8 8 616 6 4.5 4 3 6 5 4 4_ 4 3 4'-0" 12 10 10 9 8 8 6 6 6 5 4.5 4 12 10 10 9 8 8 6 615.514.513.5 3 12 10 10 9 8 B 6 6 4.5 3.5 3 2.5 6 5 4 4 4 3 5'-0" - 12 10 - 10 9 8 8 6 6 5 4 3.5 3 12 10 10 9 8 8 6 6 4.5 3.5 3 2.5 12 10 10 9 9 8 6 7 3 -- 6 - 5.5 3.5 3 2 - 2 - 6 5 4 4 4 3 6'-0" 12 10 10 9 8 6.5 6 6 4.5 3.5 3 2.5 12 10 10 10 10 9 9 5.5 8 4.5 3 4.5 3 6 6 5.5 5 3.5 3 3 2.5 2.5 2 12 10 10 6 4.5 3 2 2 - 6 5 4 4 3.5 - 12 10 10 9 6.5 4 3 - 6 6 6 5.5 5 4.5 4 3 3 2.5 2.5 2 2 2 12 12 10 10 2 - 12 10 10 7 3 5 4 2.5 2 - - 6 5 4 4 - - 12 12 10 10 10 10 7.5 5 4.5 3.5 - 5.5 4 2.5 2 2 - 12 10 10 4 - - 4.5 3 2 - - - 6 5 4 - - - 3 2 2 - 12 10 8.5 4 - - 5 3.5 2.5 2 - - 12 10 4 2.5 - - 4 3 2 - - - 6 5 3.5 - - - 12 10 7.5 4 - - 5 4 2.5 2 - _ 12 10 5.5 3 - - 4.5 3 2 - - - 12 10 3 - - - 3.5 2.5 - - - - 6 5 - - - - 12 10 5.5 - - - 5 3.5 2 - - - 12 10 4 - - - 4 3 2 - - - 12 10 - - - - 3 2.5 - - - - 6 5 -12 ffli21O 10 4.5 - - - 4.5 3 2 - - - 12 10 3 - - - 3525 - - - - 12 10 -3 2 - - - - 6 5 12 10 - - - - 4 3 - - - - 12 10 - - - - 3.5 2.5 - - - - 12 7 - - - - 2.5 2 - - - - - - - 6 6 4 3 - 17. 10 - - - - 4 312 7 - - - - 3 2 - - - - 12 5 - - 2.5 2 - - - 12 - - - - - 3.5 - - - - - 12 - - - - - 3 - - - - - 11.5 - - - - 2 - - - 6 - - - - - 12 - - - - 3 - - - - - 12 - - - -F NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1. ANCHORS TO WALL, FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: - 1/4'0 TAPCON OR TAPCON WITH ADVANCFD THRFADFORM TFCH14OLOGY ANCHORS, AS MANUFACTURED 13Y I.T.W. 13UILDEX W/ MINIMUM TNRFADED PENEFRAT1014 AS INDICATED AT EACH SECTION ON SHEETS 16 & 19. EXCEPTION: SEE NOTE 2 BELOW. 2. ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U, SHEET 19 AND SHALL CONSIST OF LAG SCREWS AS PER N.D.S. 2012 SPECIFICATIONS. 3. SUBSTRATE SHALL CONSIST OF THE FOLLOWING; -SOUTHERN PINE No. 2 W/ G=055 (N.D.S) - -DOUGLAS FIR W/ 0=O.EO (N.D.S.) -SPRUCE PINE FIR NORTH W/ G-0.43 (N.D.S.) -SPRUCE PINE FIR SOUTH W/ C-0.36 (H.D.S.) -MIN. 1/2CDX PLYWOOD (1985 APA) 4. ANCHORS SHALL DE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. _..,UIIf1il1,- HV BLADE OR n HV BLADE WZ 1(�A HV WINDOW BLADE WORKING IN UNISON • SEE LILIITAT TINS OF USE OF BLADE IA ON SHEET 28 �� 4�:. ••••• ,�7 ,/9 �i�' 02012 EASTERN METAL SUPPLY, INC. 1?F:•pl;('� Rp.TIFiWTiD 't .• - s rmplying•aiU:1F.GFtmid't �•�(jENSF •'•. '� MAXIMUM IMPACT HV7 HV2 1nH:lln (Yx1t �• SHUTTEH TECH, 11Jc. ACCORDION SHUTTER YI700(1CFRmith lh0 ll. �7 �I'!)) BERTHA HV•A-dim Shitut", t- R,Colnxtnr+ 1'r•T7°'=tt7R' -7•�1 •��--_ I L E C O INC. (ASSA g 26) H.V. DLACE 1 W OR W 0 fLV. WINDOIY R(ADE k H.V. DIA➢E Mccl%lWith the Florirl5 �j _ y -". = DuildlnD Codc �jL1• 4>j7j' ne«prmlccNo _ob2Q , 03 y �� - �� p�6Fv . w; EV. N DESCRIPTION DATE D, by: F.R.L Ran lMle .fia:1111::!•1 1�±C'ORDOE TA TILLIT TESTING & ENGINEERING COMPANY 7485 WEST 2 COURT Ze/7 �% F OP �� 6355 N.W. ]SIN. St., Sle. 3GS, VEGINIA GMODIS, FLORMA 331a I OLD 14-004 6/01/1; DATE: 06/a1/15 By� i_ Ph- : (305)871-15J0 . FaK : (30DJB71-1531 HIALEAH, FL 33D14 2 DRAWING IJo h16m9FAWd` dG 1 ODlrvl FssiONA.�,.yNLYY�`°` 6-maE9'I00007Igl.eom ' 15-155 ///1F111111111HA1AYA WALTER A TILLIT Jn P. E.PH (305) 823-2323 FAX (305) 826-7979 4 FLORIDA Lic. q 44187 SHEET 5 18 OF 28 MIAMI-DADE COUNTY P.E. SEAL/SIGNATURE/DALE MAXIMUM ANCHOR+ SPACING (in.) SCHEDULE FOR A GIVEN MAX SHUTTER SPAN. NEGATIVE A.S.D. DESIGN LOAD AND A CORRESPONDING MOUNTING TYPE (SEE MOUNTINGS ON SHEET 19) MAXIMUM SPAN (ft) SOUTHERN PINE No. 2 W/ MIN. G=0.55, DOUGLAS FIR W/ MIN. G=0.50 SPRUCE PINE FIR NORTH W/ MIN. G=0.43 SPRUCE PINE FIR SOUTH W/ MIN. G=0.36 B.O. WALL MOUNTINGS S&V B.O. WALL MOUNTINGS S&V B.O. WALL MOUNTINGS S&V NEGATIVE A.S.D. DESIGN LOAD sI NEGANVE AS.D. DESIGN LOAD fpsfINJECATPIE A.$O_,BESICN_L.OAR(Ps 30 40 60 75 90 I05 30 40 60 75 90 105 30 4U 60 751901105 3'-0" OR LESS 12 12 12 112 112 12 12_ 12 12 112 12 12 12 12 12 12 12 12 4'-0" 12 12 12 12 12 12 12 12 12 12 12. 12 12 12 12 12 12 112 12 12 12 12 12 12 12 12 5'-0m - 6'-0" 12 12 12 112 112 112 12 12 12 12 11.5 10 12 12 12 12 12 12 12 12 112 112 12 12 12 11.5 9.5 8 12 12 12 12 12 12 12 12 12 12 112 10 12 12 12 10 8 8 8'-0" 12 12 12 12 12 12 12 12 12 12 10.5 9 12 12 11 8.5 7 7 W-0" 12 12 12 12 12 10. 12 12 12 11 9 8 12 12 9.5 7.5 6.5 5 10'-O" 12 12 12 12 11.5 9.5 12 12 12 10 8 7 12 12 8.51 7 6 5.5 11'-O" 12 12 12 112 10 8.5 12 12 11.E 9 7.5 6.6 12 12 8 6 5 S 12'-0" 12 12 12 11.5 9.5 8 12 12 0.5 8 7 6 12 12 11 10 7 6.5 6 5 5 4.5 4.5 4 13'- 0" 12 12 12 10.58.5 7.5 12 12 12 12 9.5 9 .7.5 7 -6 6 5.5 14'-0" 15'-0" 12 12 12 12 12 11 9.5 8 6 9.5 6 5 4 3.5 9 7.5 5 12 12 8 6.5 5.5 mrV5 8.5 6 4.5 4 3 12 1210.'8.56.5 4 11,512 8 6 4.5 8 5.5 4 3 - 0) HV BLADE ONLY + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES 1. ANCHORS TO WALL, FLOOR OR SCUD WOOD SOFFIT SHALL BE AS FOLLOWS: - 1/4"0 TAPCON OR TAPCON WrIH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILOEX W/ MINIMUM THREADED PENETRATION AS INDICATED AT EACH SECTION ON SHEETS 18 & 19. EXCEPTION: SEE NOTE 2 BELOW. 2. A14CHORS TO HOLLOW CEILING SHALL. BE AS PER MOUNTING TYPE U. SHEET 19 AND SHALL CONSIST OF LAG SCREWS AS PER NOS 2012 SPECIFICATIONS, 3. SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No. 2 W/ G=0.55 (N.D.S) -DOUGLAS FIR W/ G=0.50 (N.D.S.) -SPRUCE PINE FlR NORTH W/ 6=0.43 (N.n.S.) -SPRUCE PINE FIR SOUTH W/ G=0.36 (N.D.S.) -MIN. 1/2" COX PLYWOOD (1986 APA) 4. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE cc uumneT FLORIDA BUILDING CODE (High Velocity Hurricane ZONe PROD ICT RENTOWE:D �J�Y�.,..... �CIp'�i�� © 2012 EASTERN METAL SUPPLY, INC. rnptV:nr wfrt: the MOTOR d ieaa7Pgcn;L::'' \,\GENs '' '�9��� SHiiTTER TECi{. 1xc. MAXIMUM IMPACT HV7 HV2 PRODUCPRRVISGD nccrrt�n�eN.,L7-02.01.91 F = �" mcompiyingwlthilmF1.60a F_>:Pir +;m.7;"lasa�q .l.maz �+-. - I I L I C C INc. ACCORDION SHUTTER UWidinp Code / BERTHA HV"Accordion Shaltcr Syslem /j' J (ASSA # 26) H,V. BLADE I W OR W O .V. WINDOW BLADc Atte fantalv0 S� b Z D B'f[ 'J.ti. � r�� * REV. H DESCRIPTION DAiC & H.V. BLADE ' L'tpip " nDib �Q„p3 PoL m"))•. o1 - •: 51AI F = TILLIT TESTING & ENGINEERING COMPANY Omen by: F.R,L 7485 WEST 2 COURT aJSS I OLD 14-004 s O / / - "l/'1'•,� AC�� H.W. a61h. St, 51e. 305, YIRDINA OMO[N9. RORIOA 3J18 / 1/1 DATE: O6 01 15 BY CUntQ�C= Phone : (305)671-1530 . Fax : (305)971-1531 HIALEAH, FL 33014 z Miami Mad ductct ' nlr� %�f �� `��� a -mat: Ulleem9aol.eam 3 DRAWING NO ig"I Lt t'j%% � WALTFR A. TILUT Jr. p. E. PH (305) 823-2323 FAX (305) 826-7979 , 15-155 MIAMI-DADS COUNTY P.E. SEALJS��NATURE/DATE FLORIDA Ue. H 44167 s .SHEET r INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & S HV♦ BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE @ ONLY SHALL BE LIMITED TO 105.0 Rsf. A.S.D. DESIGN LOAD, SEE SHEET 28 FOR MAX - 1/4•0 TAPCON WITH ADVANCED SPAN & DESIGN LOAD FOR INSTALLATIONWITH B DE 1& WORKING IN UNISON IHREADFORM TECHNOLOGY W/ 1 1/,Z Min. PENETRATION 1/4"0 TAPCON WITH ADVANCED OF TINREADED AREA TO THREADFORM TECHNOLOGY EXISTING WOOD HEADER. W/ 1 1/2' Min. PENETRATION % (SEE SCHEDULE ON SKEET 16) OF THREADED AREA TO I •I A) EXISTING WOOD HEADER. MIN. SEPARATION OR (SEE SCHEDULE ON SHEET 16) I TO MASS (SEE `^ SCHEDULE CN SHEET I II y �� 12 FLIT ftAOE nArU t11 I4 12 oR 1® ` j' II - 17 OR 18 I, Mm I/a•0-ZOx3/a" S.S. MACHINE SCREWS EXISTING ON g1EET 26 OR E { W/ 1/4--20 NUTS ® 12- U.C. GLASS ---{I BIAD6Qd' Q I 15 E vrnLL I I .. WAIT ` I (� L�J ! FlIM. `� w.� Il-0PTIDNAL ILJ� OR �•Y-N4" j 1 :'C EXISTING MIN. - - `' ' �FINISFi 2'WOOD ♦ - HEARER REQUIRED 1 OR ® v EXISTING MIN. I 1 2"xM1' WOOD I I _ 1/4"0 TAPCON WITH ADVANCED FXISTINC LDtJ. SFTMATIGW I I 1 HEADER REQUIRED I I _ TIIREADFORM TECHNOLOGY I 1 W/ 1 1/2" Min. PENETRATION GLASS TO GLASS (SEE I MIN. SEPARATION III I 2"x4" CONT. SILL - OF THREADED AREA 0 SCHEDULE W1 �jtEFT '7I TO GLASS PLATE REQ'D. MIDWIOTN OF W000 PLATE. 12 FOR BLADE (1 )NA I EXISTING Y� SEE SCIIEDUIE ON SDE`T 2B OR GLASS-1 ON SHEET 12) I (SEE SCHEDULE ON SHEET 16) SUS I© OM HV WALL HEADER INSTALLATION ON HV WALL HEADER INSTALLATION OO HV WALL SILL INSTALLATION _ MIN. SEPARATION 1 MIN. SEPARATION I I EXISTING --- -- ; TO ASSTS TOGLASSGLAS MIN. SEPARATION I (SEE SCHEDULETU G1A55 III I lJ EbSnNG (SEE SCIEDULELl EXISTING ON SHEET 12) I I2'x4' CONT. (SEE SCHEDULE I GLASS-�1 UN SHEET 12)< CIA55- JIWOODPLATE ONSIIEEr12)3 1 IREdO. I 1 `�1/4"0-2D1 1/M1"e-ZOx3/4° S.S.MACHINE - f19CHINE SCREWS 1 USING 1 4'-20 NUTS 1/4"-20 /WALL E •12-D.C.I O 0 12" O.C.—,, FINISII Oi`�a',i 1 O /5 -13 OR© 2"x4" CONT- - 1 CRIB WOOD PLATE t 1 I \ I"Nin. \ I 1"Min. e1T11I3= "P TMCONWIIII ADVANCED RE/4'C TMCON WITFI ADVANCED FAOFORM TF.CIANOI.OGY - 1/4'0 TAPCON WITH AUVNJCED':; TIIREAOFORM TECHNOLOGY 1/2" Min. PENETRATION OF THRFAOFORM TECHNOLOGY ICE: 7."x4" CONT. W/ 1 7/2" Min. PENLTRAl10N - THREADED AREA INTO PLYWOOD. lV/ 1/2' hlin. PENETRATION OF 1-SEE SHEET 4 FUH TYPICAL SILL PLATE - OF TI IRFADFO AREA R, (SEE SCHEDULE ON SIIF.LT 16) - THREADED AREA INTO PLYWOOD. SHUTTER ASSEMBLY. _ MID'MIDTH OF Vl000 PLATE. 1` REQ'D. SEE SCHEDULE ON SHEET 16 (SFE SCHEDULE ON SHFFT 16) 2-lAOUNIINC SECTIONS CAN BE 1 - ALL EXISTING MIN. P z4" STUDS 1 FINISH ( ) " 1 2" L11N. COX PLYWOOD RET3'U. �' 16' O.C. MAX REO.O. COMBINED IN ANY WAY TD / PLYWOOD 70 BE ATTACHED TO 1/2 FAIN. CDX WALL FINISH SUIT ANY INSIALLAIIUN- EXISTING MIN. 2'x4' STUDS 0 10. O.C. MAX. REQ'D. STUDS IN ACCORDANCE WITH PLYWOOD REO'D. ® HV WALL SILL INSTALLATION PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE SECTION 232.2 OF THE F.B.C. ♦ SEE uM TONS, GF USE OF WITH SECTION 2322 OF THE F.B.C. BNADE IA ON SHEET 2B ©HV WALL SILL INSTALLATION 111IIII1111Q HV WALL SILL INSTALLATION FLORIDA BUILDING CODE Hi I, VelocityHurricane Zone 1•liCV1!CT"F'�:!•IF,'7il!> �A�x�`�\��••••• <<�T����� 02012 EASTERN METAL SUPPLY, INO. n�rnml+lyin3with the PlO:idn ��Q.••'�``ENS'''. t/ 4i SHUTTEN TECH, INC. MAXIMUM IMPACT HVII HV2 BDae;I,xc ACCORDION SHUTTER PRODUCT RGVISBD Ac tixan�s..I.-W2 1 _ •�-: IL E C O INC. s5 �wmply➢Ra WIO11110,F idA 3ia _On Dnle OL7. ? BERTHA HIV AccDld!On9huttls Lem B.ildingcn:le l�(— = (ASSA g 26) H.V. BLADE 1 W OR W 0 IM WIN BLADE k H.V. BLADE ' AcecpMncaN D Z4 D� By - �vj/yT�/(-�- EV. H DESCRIPTION DATE Drown e . F.R.L. B.Ypf !onDa!O/Za�-� NI'•"'LX� °J`''-'-""""' =-o'• STATE OF ��`� TILLIT TESTING do ENGINEERING COMPANY 7485 WEST 2 COURT t OLD La-aot s/o1/J DATE: os/OI/15 •.� 63% — 361h. SL, SI,. 3Ds WRGINIA GARDENS. FLORMA 331E n . Phnwe : (s05)071-1530 . Fax : (30S)671-iMl HIALFAH, FL 33014 2 DRAWING No h untDade clCnnlrol �iiFis'S'• ''tj�\���� a-DEB-ams®19T.com ' 15-155 • i�rAA' �ONAL��.� wN rER A. TRUE Jr- P. E. PH (305) 823-2323 FAX (305) 826-7979 4 MIAMI-DADE COUNTY P.E. SEAVY� VATURE/DATE FLOROA U. 8 44167 6 SHEET 0 18 OF 28 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (D HV & 16 HV♦ BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE (1) ONLY SHALL BE LIMITED TO 105,0 DESIGN LOAD SEE SHEET 28 FOR MAX WALL FINISH SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE 1 & U WORKING IN UNISON 1/4"0 TAPCON WITH ADVANCED THREADFDRM TECHNOLOGY 4"zB' (Min.) EXISTING --EQ —E4 2' MM. EDGE (IF APPLICABLE) �•�• W 1 1/2' Min. PENETRATION WOOD BEAM REQUIRED. __. Of' THREADED AREA TO STRUCTURAL ADEQUACY \ EXISRNG W00D HEADER. 1/4"0-20x3/4' S.S. OF EXISTING WOOD BEAM _— — - — ,.'. \ (SEE SCHEDULE ON SHEET 17) PMLLIPS TriUSS HEAD TO BE CERTIFIED BY EXISTING WOOD I" Mr.. - ACHINE SO; 5 REGISTERED ENGINEER OR EO —E, _-i TRUSSES OR CT PRIOR To //za/ 19 EQ �-EO W/ 1/4"-20 NUTS SHCUTTER INSTALLATION. ® 12" O.C. -- 1/4'0 TAPCON WITH—,, «p"t, 13 ut 15 ADVANCED THREADFOR41 If TECHNOLOGY W 1 1/2" Min. N .250" PENETRh710N W THREADED N� I ( M¢z. AREA TO EXISTING WOOD BEAM � PODNAL (SEE SCIICOULEON SHEET 16) I I I I c^GU155 I HEADER RED :D- MIN. LE04SEPARATION �• TO CLASS I I 1 (SEE SCHEDULE ON SHEET 12)I I I QS HV WALL HEADER INSTALLATION NOTFS 1-SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY. 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY 10 SUIT ANY INSTALLATION. 1 MIN. SEPARATION I I I I I TO GLASS I I EXISTI(SEE SCHEDULE ON SHEET 121 NG GIASS� I I I I I 1 I II 1 1 rvALL i FINISH I I II 1 4" FXISTING CLASS I T.v! av;vmlat IQi iEE28 ttq I IXAI]E5p4, Q14.3/4" S.M.S. — ® 6" O.C. or13orins (:HV CEILING INSTALLATION _I M061mom �q EMI 1 IgZ 1 ("T EXISTING I RI saEi zn Tit+ CIASS\I I I 'I ( ALTERNATES ANCHOR LOCATION I I� I J/6- MIN. 2'x6" MM. WVOD--�� D DECK REQUIRE(NO D FINISH ALLOWED) EDGE OF DECK 1 2' I OPEN HOLE AT EACH-� -I STUD TO ACCEPT 5/16'0 JAG SCREW s AT CFNTER OF TUBE. I I I MN SEPIVAROR a�i I 1D UI I I y EXISTING I srLE , (SEE F aT I I CLASS---i IZFMIM 1 uo IIADES T0kob I (U)HV CEILING INSTALLATION OOR W IMIN. SEPARATION TO -{GL SS (SEE SCHEDULE ��TRRD ON SHEET 12) yt � I I 8 EXISTING )0. --I p10x3/M1" HEX CLASS-- I C —WASHER HEAD TEK SCREWS 0 12' RAFTER ® 24' O.C. REQUIRED T77 EXI6NN' SOFFIT /`-F-3/4' Mox. TIIK. 1"x4"z1/0" CONT. ALUM. TUBE (6063-76 ALLOY) W/ 13 15), TO OF or )5/%VFTER OR TRU-SSS LOCATE-LAG-SCHEWS-AT- MIDWIDTH OF EXISTING WOOD MFIABER. (2' Mln. NOMINAL WIDTH) W/ 2" Min. PENETRATION OF THREADED AREA. VALID FOR x INSTALLATIONS WIDI 72 pai MAX. A.S.D. DESIGN LOAD AND B'-U' MAX. SPAN. THIS r INSTALLATION IS ONLY VALID FOR WOOD W/ MIN. SPECIFIC OR([? GRAVITY OF 0.5U AS DOUGLAS PR OR SOUTHERN PINE No. 2, v OR EQUAL. I I I I 1 I I I I I i I I - - ) ) 0" MIN. Yf000 REQUIRE. /DECK (NO FINISH ALLOWED) IF APPLICABLE - c - �� j-- —1/4'0 F.H. TAPCOM WITH '- EDGE ADVANCED TIIREADFORM - 2'_ MIN.---�- OF �' TECHNOLOGY DECK IF ----- --- W/ 1 1/2" Min. PENETRATION] 1/4"0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY APPLICA13LE 2' MIN.-- - 01F THREA MIDWITH OF YOOD PLATE W/ 1 1/2' Min. PENETRATION OF THREADED AREA INTO WOOD DECK. (SEE SCHEDULE ON SHEET 16) (SEE SCHEDULE ON SHEET 16) � SEE MAA LOINS OF USE E CIF] QX HV WALK —OVER INSTALLATION Nil �NV FLOOR INSTALLATION BLAFLORIDA BUILDING CODE (High VelocityHurricane ZO es cmuiva yrrg •a1T0 rt;0 Flu3¢ , Q`�• .....,, liz�/TJ _ _ ©2012 EASTERTJ METAL SUPPLY, INC. RuildinI, (\xL• A« ,,ls„c•_t1n ' }}2pL.01 s`' ��GEN,SF P SHUTTER —TECH, MAXIMUM IMPACT HV1 HV2 PRODUCt'REViSED [Ssl;ir¢ nDat.- ACCORDION SHUTTER 03 t OMPlI ng 11•(U1 Ow: FI01>Id¢ NDildingeb& ncemTmlaallo,S—obZ¢ oy C•,TPI1O' nUa10 Zn/7 Dy Alimnl Dade el Comm 13 OR© EQ- EO -1/4.0-20z3/4" S.S. 1/M1"0 TAPCON WITH 'A PHILLIPS TRUSS HEAD ADVANCED THRFAOFORM Min. MACHINE SCREWS TECHNOLOGY W/ 1/4"-20 NUTS W/ 1 1/2" Min. PENETRATION ® 12" O.C. OF THREADED AREA MIDWRRN OF WOOD PLATE. (SEE SCHEDULE ON SHEET 17) OVi HV WALL SILL INSTALLATION Duw 1'I:OCU�TFJIdh•A'�u AA`�� or. g7..... (ASSA # 26) 'b STATE OF ��`` TILLIT TESTING ENGINEERING COMPANY 6355 N.W. J61h. 7485 WEST 2 COURT 9Rf4� ,& St, S 1 305, NR61111A WRIV1S, FLORIDA 3316 Phone : (305)871-1530 . Faz : (305)871-1531 HIALEAH. FL 33014 0-mall: Illt-Dad.com OIILLR MIAMI-DADE COUNTY P.E. SEA��i�t�ATURE/DATE WalolE JOT. P. E. FLORIDA l a. / 44167 PH (305) 823-2323 FAX (305) 826-7979 DRAWING No 15-155 SHEET 19 OF 28 2*W MIN. WOOD STUDS._ (AS WPUCAELE) WALL - FINISH LXISIING GLASS PIK SE ON TO GLASS (BEE Saf].xAE on RM 12 FOR MADE SAND ON SHEET 20 FOR DADC m n L:1 4N (� r ddiid END INSTALLATIONS (1) HV & 9 BYf BLADES INTO 2%4" MIN. WOOD STUDS. 1/4-0 TWCON WITH ANCEO TMIEADTORM TECHNOLOGY TIN BUIIDIX u1cllons o D• O.C. IN/ 1 1/2- M. )HREADED I'FNEIRATION INTO STUDS OR W/ DIN. 1/2" 1 IREADED PFNETM710H TO 1/2- COX PLYWOOD IF NO STUDS EXIST. PUW000. 2'x4' MIN. WOOD '_STUDS REQ'D. I-/ ----I'D CLASS 1/2' MRL ruW Mti TGLASS CrI E (SmT I/I6"x3' M�{%. WALLJ / SUa:DLRE a151frkT 2-x4' MIN. WOOD '�I\ Bruns R-Q•D. 1 \\ I \ 7 —EXISTING CLASS •1 / Ill T - ) / EQ M11. SEPIP"ICt1 TO OVv. (SEE 1/2- MIN. COX SCHEDULE ON SHEET PLYWOOD. 1_ 12 FOR EA/OE (D �" I'�•, (s0s1-7s) cDNT. FItnsu V2• ulx. cDx 12 FOR BADE(DAND r On sDET zfi FO� 1/z ALUD. CLOSER PLYWOOD. aN BEET 7B FOR WPxL BADES T MIN. PUT-. (LOCA18 t/2' RALFS(D& FINISH U AT 1:1IIIIEN SIOC NIN t' Pp 2' OF(D) I _ _ .. T,�+nuotmnuhxltA'.v-x_ o.t/z• S.M.S. iD., � - — - •__ Ieov-ie u[Pan- IG O.C. Q /2' sms. D) /lmtp• h (L 1/4•1 IAI•<0111 N ICI) OR V}* v � SEE RFTAII. x FOR OR Q9'� w0, 60. 07 -C)u 10 q®w / SIDE CONNECTION J TO TRACKS ®.Ica)w0.paU.0- 6p. ®w®•r�^^CD•G IN YnRi /DVNI SD NTOR4 iLaINOL00f 14m)1 ANn1Ql9 i omom`sRe or +Q) I OR Q4 SEE DETAIL X FOR SIDE CONNECTION ••�l..I(")j, TO TRACKS tQ 2'xl' MIN. -WOOD STUDS. (AS APPUCARIE) -WALL FINISH EXISTING CLASS z ) 10 ww (SEE stlf*+•c a) SHEET tz FOR I'lAOE(D" ON E MET 28 FOR EIADES (D& END CONNECTION DETAIL 7) END CONNECTION DETAIL © END CONNECTION DETAIL 09 END CONNECTION DETAIL ((� EXISTING G1/4-0 iWCUN WITH 1/4•0 TAPCON WITH NO 4 REOUIP.ED ONLY FOR SPANS GREATER THAN 17'-0• VSS� GLASS — ! ADVANCED THREADFURM ADVANCED THRFADFORM t TECHNOLOGY TRY fiUIIDE% TECHNOLOGY RW DUILD(:X �" z'+4' MN. WOOD ANCHORS W/ 1 1/2., MIN. ANCHORS W/ 1 1/2- NIN. TIRFARED PFNETR4MON THREADED PENETRATION LIMITATIONS S.M.S. MH SEPARATION SEE LIMITATIONS OF USE OF MN. STUDS REO'D. INTO STUDS 0 12' O.C. Imo STUDS 0 12" O.0- 016 O.G TO Goss (SEE 13LADF fA ON SHEET 28 TO CUSS (SEE _ . I2 FLIT ISNrE 0An0 1 2 MIN. 9]EDAE al BEET %2 FOR al @m ''!E / 12 HA7 ET 28 FOR 4 _ ON bIDres( 26 Far �01 &0 '•• - X.-N.- 41 5) OppD I/2' MIIY©OROOROR2' IAAoR cORQDOn(IjOn �w(J!w(6)•(7)wCw(TO)'�3 IwKL 1yALl FINEST[ 2'ea' NIN.•WUDD WALL wlyTw©•(7� © IO •�w �OR 130R�OR 1® VIEW Y IDA®w�+• (17j.�w 3 REQ'0. - FlIIml PLAN A ).Anl_Iri ta)-r.l.Ai,_ 0-6b.(M•Siilla(e)•6l END CONNECTION DETAIL v DETAIL X © END., CO ECTION DET IL 12 FLORIDA I RODUCTRENE.Wrl) `�N``,���p;......•l�%J'7q� .. conlnfying lvilh R,e AOsidD Q`:''• •.,'P i tIfllJiop ClxLe 3;._ EN _ SHQTTEH-TECH, ixc. PROoucrW,,vlsrD. aS complying W11h the Florida Building CoJc 3 liapi isnUDlD dZnV1_ ixR!n !inn Unte 0,(j,(gryQL%. S f�CL = ,ti.mu)R� !a-: '• I!.. - •��` STATE OF '� I E I N C . (ASSA 26) 7485 WEST 2 COURT TILLIT TESTING & ENGINEERING COMPANYo'• MW N-W- 351M St, SI,. 3D3• WRGINW CJWDDIS, FLONDA 0318r(305)D71-153D ��� . Fox : (305)D71-153I D-mon:��0�1��WALTE HIALEAH, FL 33014 u< �:•..• [P.E-. P. EPH (305) 823-2323 FAX (305) 826-7979 MIAMI—DADE COUNTY SEQLJSibNATIIRF./DATE, uQ 44167-DO06719 0 2012 EASTERN METAL SUPPLY, INC. MAXIMUM IMPACT HV7 HV2 ACCORDION SHUTTER BERTHA HV" Accordion Shutter System III IME 1 W OR W 0 H.. 000W BODE & H.V. BIME I DESCRIPTION DATE 13—n by: F.R.L. OLD 14-004 6/01/t. DATE: 06/01/15 DRAWING No 15-155 •15 1 EE n n IT n �ql 0 ALTERIWE 34 • LGCATION poA-HVA FIYB_ NDB / NV& -pop _ C4 `3 5 z I — N J xbg ALTERNAT 34 LOp1 N ( 2 � 3 k II (\\ IL r - 0 T' SEE END N� u CONNECTION [ oo E FF GG DETAILS 0 SHEET 24 TYP. FULL w1w1E0 mom HEIGHT. LOoN �op + C)ort 10+O5ort®+05 TYPICAL Q HV BLADE SHUTTER ELEVATION N.T.S. * NOTES ON HD LOCKS AND CENTERMATES: 1. MANDATORY CONDITION # 1: ONE 3 H.D. LOCK SHALL BE USED FOR ANY SPAN AND INSTALLATION AT HEA DUTY SYMMETRICAL CENTERMATES, (31 OR 32)+® AND AT ANY ELEVATION. 34 H.D. LOCK MAY BE USED AS A INSID OR OUTSIDE LOCK, ATTACHED f6 n HEAVY DUTY SYMMETRICAL CENTERMATES WITH (3) #8 x 3/8" LONG FLAT HEAD S.S. M.S. LOCKING RODS 5 ARE NOT MANDATORY, i.e. THEY ARE COMPLETELY OPTIONAL. 2. MANDATORY CONDITION # 2: LOCATION OF 3 H.D. LOCK SHALL BE AS, -INDICATED-ON-SHUTTER-ELEVATION ,-i.�OR-5 UTTER SPANS UP TO 105". (3� H.D. LOCK MAY BE INSTALLED AT MID HEIGHT OF SHUTTER OR AT 12" )kOVE OR BELOW MID HEIGHT OF SHUTTER- FOR SHUTTER SPANS GREATER THAN 105", 34 H.D. LOCK SHALL BE INSTALLED AT MID HEIGHT OF SHUTTER. PAODUCFRPVIs8D as complying with the Fiorldo Atte motoNo l t3uilding Code Z.o�y A FP ion .1 'O &Z4. O3 p^ A}—Illudc •a'INt ContmI PRODUCTREMENIFT) n; [Lm{dyilrg wipr The Florida LT1rikling Cnd[' bI Zc rT r T a Exp1r Nm Lra;c • „J [% 'f�„L. tfM i llisne1,29a. [ l)+N �• \,\CENSF•:" = �� ° ,. , 7t" ���j •Q. i t7 • �/`�� . <ORlDP `�4 ��� `- •.,,• •„••• �\ �� L �^ �C O INC. SHUTTER TECH, fNC. - -- ASSA 26 # ) 7485 WEST 2 COURT HIAL[AFi, FL 33014 PH 305 823-2323 FAX 305 826-7979 ©2012 EASTEFUI METAL SUPPLY, INC. MAXIMUM IMPACT HV1 HV2 ACCORDION SHUTTER System BER7 OR ArmninnS BLADE 1 W OR W 0 H.V. BIADE & fl.V. BLADE TILLIT TESTING & ENGINEERING COMPANY G3M N.W. 301h. 51.E ale. 303. MBGINIA GM10E49. FL0pI0A MICE Phone : (305JBmai115J0 co�aol.eG. om05)p71-1531 e EB- 0005719 WALTEN A. TILLIT Jr. P. E. FLORIDA U. y 40157 qEv. lk EY. N DESCRIPTION DALE DATE Oronn by: F.R.L. I OLD 14-004 108100d DATE: 06/01/15 DRAWING No 15 —155 MIAMI-DADE COUNTY ,47)hT1,NAIIIII111tN�LA"`` P.E. SEAL/SIGNATURE/DATE 3 s "SH SET �s r POURED CONCRETE ANCHORS CONCRETE SEE SCHEOULE ON I 4 0 z3 204 S.S. REQUIRED SKEET 26) MACHINE SCREWS USING Al-, Mtn, r /4'-20 !TUTS CO 6' O.C. POURED CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 25) EDGE OF STAG IF j M.. 5EPAMTION E. D. APPUCABLE TO CLASS 1 y O j(SEE SCHEDULE ON- SHEET 23) < I i I I I d11I 15 EXISTING 1� I , 4F�'llLll IYI GLA55 I I MW. SEPARATION N�j To c A55 (SEE HEFT 5) OII TO CL 25) MPLICADLE I ESD�GEB 0� MIN. SEPARATION MPUCAOLE MIN. SEPARAII TI l i 1 TO LUSS I a 70 GLAS I I 2 (SEE SCHEDULE OH (SEE SCHEOUISE ON --- I I 1 SHEET 25) p SHEET 25) I I� POURED EXISTING 1 I 1 I ' CONCRETE F1AT HEAD CDIJCRETE ANCHORS REQUIRED FLAT HEAD CONCRETE ANCI{ORS GLASS I I REQUIRED (SEF. SCHEDULE ON SHEET 26) (SEE SCHEDULE ON SHEET 26) ® HD WALL HEADER INSTALLATION ®HD CEILING INSTALLATION © HD TRENCH INSTALLATION ® HD WALK —OVER INSTALLATION EXISTING t 1 1 I I I MIN. sEP .m MIN SEPARAWNI TO CtASs 1 f MIN. SEPAMRON I 2 GLASS (9FE StHF 0. 11 r 11 z r(SEE SCIVED ON I TI HW 25)e O !(SEE SCHEDULE ON r I On !I--_ SHEET 25) 1 I I SHEET 2S) I I I EXISTING _..t 1i I\ I I I GLASS i 10 1 l i = EXISTING CU55 7-1 •u• ! _- -"bPIw tI JI '15I . II ALTERNATE ✓ OPIIOj14z3/4' HIX CT'II ii m i iI'� ' z3/4" fit WASHER HEROP110NALI i LOCAON fl14 EAD TEK SCREWSWSHERHEAO.C.1EK SC6 o, EWS O.C. W i CONCRETE ANCHORS (SEE SCHEDULEON SHEET 26)J143/4- HEXHEAD I B TEK SCREWS iD 3" O.C. 1 5 I 1 / I1, --- ECI EO OR 1/4"0-20 S.S. M.S. CONCRETE ANCHORS SIGE CF , 1/2' 1' - ECGE OF W/ NUT @ 3' O.C. (SEE SCHEDULE ON APPUCA6LE ED Ea D E IF Mi. SHEEP 26) APPLICAHLE 0-200/4 S.S. - PHILLII iRU55 HEAD iL------ MACHINE SCREWS C NCREIE ANCHORS USING 1/4'-20 1 1 / �{ I I / EDGE OF POURED CONCRETE E. o.` E. D.* POURED CONCRETE (SEE SCHEDULE ON NUTS 0 G" O.C. I i 0 1 �D 1 STAB IF REQUIRED WALL REO'O. $I ICLT 26) E APPLICABLE EE HD WALL SILL INSTALLATION © HD FLOOR INSTALLATION POURED CONCRETE REQUIRE.[) (�D HD RAINGUARD INSTALLATION NOTE_ FOR COM1,@DIAROII Oe SECRONS: 1- SEE SHEET 21 FOR TYPICAL SHUTTER ASSEMBLY. 2- MOUNTING SECTIONS CAN BE COMBINED E. D. = EDGE DISTANCE INSTALLATION DETAILS W/ HV BLADE IN ANY WAY TO SUIT ANY INSTALLATION. (SEL SPECIFICATIONS ON SHEET 26) - SCALE: 3/8"=1" `g1gq111111I1)Ih,6, FLORIDA BUILDING CODE (High Velocity Hurricone Zone PRODLICFIJF>VISGD asc�mplying114UtlhnFbrFk RWldillg Cale Acupl0ncc 1do25=o62Q.. u3 13XV! iw1 UDto 0 Ze/,] I3y //�. Mf6T1I DC udcl Coal f n ;•Ho1)ucT RRra=wL:� c ccmFlyineWiralhr FlnridA f�u!i:liug l"utL: A,RTt0nRr10��' 440. = GzT,ir on!)atc0 irlI_ 13ryc /J / ♦/�-+ 15i'vni l:��!mE CoatrnT ��� .` ,,;,,, �' •b� � � J i <' ��ENS •'•.'9�� 3 F a_ •'-"-' �a •' �AICOf E(y` �0- q4 Ff natOP_.:c> a` IL E C O .NI:, SHUTTER TECH. INC. (ASSA [j/ z6) 7485 WEST 2 COURT HIALEAFI, FL 33014 PH (305) 823-2323 FAX (305) 826-7979 © 2012 EASTERN METAL SUPPLY, INC. MAXIMUM IMPACT HV'I HV2 ACCORDION SHUTTER BERTHA HIV" Aaordlon 3huRec system H.V. WADE W OR W 0 H. WINDOW BLADE h II.V. BLADE TILLIT TESTING k ENGINEERING COMPANY wss H.W. 35m. St- Ste. 303. hacww cMROvls, noRloA ails Fhone : (305)971-1530 . Foa : (305)971-1531 e- II:IIRttoOavl.c0m DEB-0005719 WNTFR A THE IT Jr. P. E FLORIDA Ue. J) 44167 EV, N DESCRIPTION DATE Droen F.R.L. I OLD 14-00q 6/01/1 DATE• D6/01/15 ' Z DRAWING Mo 15—]55 MIAMI-DADE COUNTY . ,,,�'<.C`s�••••••••c�E``�: {`• .,,�� ION(A 11Mr`` P.E. SUL/SIGNATURE/DATE 3 4 5 SHEET 22 OF 28 6 OUT (6053-I6 ALLOY) ALUM. ANGLE W/ (2) 1/4'0 7APCON ANCHORS TO 'ONCRETE (TOP/BDTTOM) & (4) /140/27 S.M.S. TO TUBE AT EACH ANGLE (TYP) IN `•j fEXISNNG GLASS IIN\S�TJALLATION OORO O IIOOR FSEE NOTES ON LOCKING ROUS 3© & HD® LOCKS ON SHEET 21 � HV BLADE 9 8 0R 6 + 7 @ 0 SEE END WALL CONNECTION I DETAILS ON SHEET 24 L-- — — — — — — — — — — — — — 7--EXISTING GLASS 35 * 35 MIN. SEPARATION (OPTIONAL) 4 * (OPTIONAL) 114 ■ 3/4' S.M.S. ® 12' TO GLASS (4) H.V. (SEE SCHEDULE PINS (TYP.) ='e Ijv 33 ^ ON SHEET 25) / (4) H.V, B , 7,•• PINS (TYPJ 12' _�K HVA—HDA OR OOR © + OOR — rEXISTING GLASS MIN. SE PARATIN TO GLASS (SEE SCHEDULE ON SHEET 25) ,��ia mill F U T I 6 1/2' �. SLACK HVD—HDD PRLTni1L'r F.EP,E'Nfi) is amplringtYidt thr Flitz[53 Suildicg PRODUCTREVI9ED kr.7,ir' icu?)av^ erL?, 7k as complying with tW Fim(ds / Building Code A TEy 'c EXplre inn Deie 7 B.y i Tod n Oct C.xrtm MIAMI-DADE COUNTY I P.E. HORS R 161 O.C. IR 32 / I/33 " 31 oR 32 I__--� 31 ORE 4 35 * HVB—HDB (opnoNN.) OUT SYMMETRICAL HD CENTERMATES W/ (g! LOCK (EXTERIOR) POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED HVE—HDE (aPnoNZL) HVQ=HOC SYMMETRICAL HD CENTERMATES W/ (R* LOCK (INTERIOR) )+ OOR ).015 �10ENs�c ;✓9 SHUTTER —TECH, IL EC O INC. (ASSA # 26) t ! a �� a TILLIT TESTING do ENGINEERING COMPANY 7485 WEST 2 COURT DRIDP 6355 NW. 36,h. St., Ste. 365, %=11U CASOVIS, FLONM Mi. (JO5)671-1530 . Fax : (305)871-1531 HIALEAH, FL 33014 a-maiW �010007191.cam WALTER A T,LLIr Jr. P. c PH (305) 823-2323 FAX (3U5) 825-7979 7nin6i.r inr /n.rr FLORIDA U. 11 44167 fl © 2012 EASTERN METAL SUPPLY, INC. GMUM IMPACT HV1 HV2 ICCORDION SHUTTER 'BERTHA NV Amocdioo ShutterSyslem 1 W OR W/O HV. WINDOW BLADE & H.V. BUM DESCRIPTION DATE Orvre b . F.R.L. OLD 14-004 6/01/1' DATE os/01/1 DRAWING No 15-155 POURED CONCRETE Oft CONCRETE BLOCK WALL REQUIRED �WNCRt1EJGCHGR/j OC.— / 2" LAIN. EXISTING GLASS EO I MIN. SEPARATION 1/I6"x3" MAX TO GLASS (SEE SCHEDULE (6063-T6) CONT. (LOCATE AT EITHER SIDE ON SHEET 25) ALUM. CLOSER PLATE, (LOCATE OF O) AT EITHER SIDE 1/2 A OF®) �14x1/2" ((14x1/2' S.M.' 0 16" O.C. 0 16" O.C. _ O �OOR®OR V+OCR O I ©0R (13 15 END CONNECTION DETAIL 1D POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED— EXISTING GLASS / MIN. SEPARATION GLA9 TO / CONCRETE SE ANCNGR _ -_--I (ONE SHEET0ULE 25) SEE DETAIL X FOR SIDE CONNECTION TO TRACKS POURED CONCRETE POURED CONCRETE OURED CONCRETE OR CONCRETE OR CONCRETE OR CONCRETE BLOCK WALL REQUIRED BLOCK WALL REQUIRED �/ — BLOCK WAU_ REQUIRED EXISTING GLASS EXISDNG GLASS — / J 1 —2• MIN. — EXISTING GLASS < 1 1" JT MIN. SEPARATION MIN. SEPARATION 1 1 MIN. SEPARATION TO CLASS TO GLASS TO GLASS ti (SEE SCHEDULE (SEE SCHEDULE (SEE SCHEDULE ON SHEET 26) 1 ON SHEET 25) 1/2- ON SHEET 25) ' I iI USE 1' OR 2" MAX. I ----- (AS APPLICABIF.)x2'x1/B"x0'-2" I ----_ ALUMINUM CUP ANGLE ® 1 \ (6063-T6 ALLOY) AT MIDHEICHT (1) //14x1/2" S.M.S. TO®h (2)1/4"0 WCOHS ANCHORS TO SEE DETAIL X FOR S OE CON N CTION OO EHHER WALL TSIDE CFO) GATE AT © TO TRACKS SEE DETAIL X FO SIDE CONNECTION 4 +OCR®OR@+6OR ©+OCR®OR�+OOft TO TRACKS ©. OR®OR@+©OR 10+® O0+ 15 END CONNECTION DETAIL 20 END CONNECTION DETAIL (�) AND CONNECTION DETAIL ♦ REQUIRED ONLY FOR SPANS GREATER IRAN 12'-0- POURED CONCRETE OR CONCRETE CLOCK WALL / —REQUIRED — — — — EXISTING CUSS 6, %2' S.M.S MIN. SEPARATION 0 10 GLASS (SEE SCHEDULE COCHOR @J-- 1/2" MIN. ON SHEET 25) AN 1'2' O.C. D i 0 1 G O.C. •/ _— - _ 1 2' _MIW_ 6 OR ®OR rJ EQ PLAN VIEW Y 2"TIN .2" MIN. /� 5 DETAIL X END INSTALLATION UDR®DR 6 +ODR QDR®nR©+CDR (2) HV BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL LB90 NECTION DETAIL ® FLORIDA BUILDING CODE (High Velocity Hurricane Zone PRODUCT RrI E1rD a�P•"•"""•(/%•��4 © 2012 EASTERN METAL SUPPLY, INC. Cud lu iCaJc�^16 the Ftnrid+ �.•' V ENs�:•:1/�'s, 5HiiTTER TECH, tLtIC. MAXIMUM IMPACT HV1 HV2 I ..UCTRBVISEU A.rrr,l,.n:�ta:,�Z-QZQ1:Ql G2 `� ACCORDION SHUTTER 69 ComplylnB with the Fbl{d;, 1:>Tin ,an 11alc G9i% ' r Building //I? I 7k'; •, '� v O INC. BERT}gHV Acu,alinn Shuller S}stem LIT,, 5-06Z4.. n3 IT;�h" J / : * (ASSA // 26) H.V. BIADE I W OR W/O If.. WINDOW RIADE k H.V. BLADE � 8.ylln,n,,o de {u ~• �' � � EY. N DESCRIPTION DATE L /�r7 !a ID F+ �dn�? n.u1 S)'. 5T EOF ` TILLIT TESTING &ENGINEERING COMPANY 7485 WEST 2 COURT Droen F.RL Hy �i %��ic`�• F[nnlnP : c��� ®ss nw. afslh. 51 Sle. 509. NRCWIG GARORiS, 0.0RIDA JSIB 1 OLD 14-OD4 6/01/1 DATE: 06/01/15 Phan.: (305)87I-1530 . Fax : (305)871-1531 HIALEAH, FL 33014 Z mwni Uud nCDnlrDl ­ i], 08067191.cam DRAWING No AA 11A111"�d41� wALTER A TLLR19 P. E.PH (305) 823-2323 FAX (305) 826-7979 1 15-155 MIAMI-DADE COUNTY P.E. SEALSIGNATURE/DATE RLORIDA U.. p 44167 5 SHEET 6 24 OF 2B MAXIMUM SHUTTER SPAN "L+" OR "L—" (ft.) - INSTALLATIONS W/ SYMMETRICAL D CE 31 OR 3© W/ ONE HD 34 LOCK & NO LOCKING I US 35 • MAXIMUM A..S.D.S.U. DESIGN LOAD (+ OR —) POURED CONCRETE INSTALLATIONS ALL MOUNTING CONDITIONS L + IT) 0 OR LESS 15'-5' 18,-0' 35 14'-10' 18'-0' 40 14'- V 17'-10' 45 _ 50 13'-11' 13'-G'- 17•_8" 17'-0' - —55— 13 --3' 16'710- 60 12'-11' 16'-2-2 65 12'-6' 15'-6- 70 12'-6" 14'-11" 12'-3' 14'-5" _76_ BO 12'-0" 14'-0" 13 —7" 65 11'-1O" 90 11'-5' 13'-2" 95 11-3" 12'-10' IUD t0'-6' 12'-6' 105 10'-0' 12'-2' 110 9'—a" 11'-11" ITS 9'-Y -- -- 11'-B" 120 125 130 135 - 10'-9' 140 _ 145 - _ - To.-,. 10'--4" 150 - 10'-2" 155 - 10'-0" ISO - W-10" 165 - e'-9' _ 170 175 ..- - - ._. 9'-7' y,_..5. ISO 185 190 - 9'-0" 195 B'-9' * NOTES- (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSITIVE A.S.D. DESIGN LOAD. L-: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE AS.D DESIGN LOAD. (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL MOUNTINGS OR FLOOR/CEIUNG: GIVEN A POSITIVE A.S.D. DESIGN LOAD, DETERMINE MAXIMUM SPAN 'L+" FROM SCHEDULE. GIVEN A NEGATIVE A.S.D. DESIGN LOAD, DETERMINE MAXIMUM SPAN 'L-" FROM SCHEDULE. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM DETERMINED SPAN BETWEEN "L+" AND -L-'. (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN BETWFFN WAIT W/ FLOOR/CEII.ING MOUNTINGS: Ll+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2+= MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FOP. A GIVEN NEGATIVE A.S.O. DESIGN LOAD: DETERMINE: LI-= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS L2-- MAX. SPAN FOR FLODR/CCIUNG MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN "L,+". 'L2+". "Li-' AND "L2-' (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND MAXIMUM A.S.D. DESIGN LOAD TO DETERMINE MAXIMUM ANCHOR SPACING. () HV BLADE ONLY ♦ SEPARATION TO GLASS REQUIREMENTS MINIMUM SEPARATION TO GLASS FOR SHUTTERS INSTALLED AT ALL ELEVATIONS OF BUILDING IS 3". INSTALLATION LEGEND SUSSIRATE POURED CONCRETE -M011NnflGS —(511ELr-22j— WALL MOUNTING AA & EE FLOOR/CEILING BB, CC, DD, MOUNTING FF & GG 1111N""""T4T FLORIDA BUILDING CODE (High Velocity Hurricane Zone ItoDlrsl:eNl;KNri� .........., © 2012 EASTERN METAL SUPPLY, INC. •.s complying WiN( O+P R1:iii(19 �_. 4�CENS'F' •,9,_''-. SHLiTTEA TECH, �rrc, MAXIMUM IMPACT HV1 HV2 _ ACCORDION SHUTTER PRODUCE ItRV1gEU lrttlt(JnGe 1.Io I'I' Ote -Z\ 41 complying nith The Fiada- (i:i• inn I79ro p 1, . - �_ = M L E C o INC . BERTHA HV A¢ rdion Shattersystem building Cwle D � �//7j / /_% �T (ASSA 26) H.V.BLABE 1 W OR N 0 H.V. WINDOW BLADE b N.V. BLADE ji AccepTCrKo ND O(,Z 3 (lii7 %(� EV. N DESCRIPTION GATE Drom 6. F.R.L Bzpl .xcN 1 di.�� ",d(T'' STATE OF :`�z TILLIT TESTING & ENGINEERING COMPANY 7485 WEST 2 COURT 20 %� �O'•, fit` P %%4(��� 0— H.W. J6(n. SL, St.. Joe, MCIhM CMDDiS, 0.o(LDA J]16 1 OLD 14-064 6/01/1 DATE: GS/DT/ts Phone : (305)671-1530 . Fox : (3U5)671-153I HIALEAN, FL 33014 2 DRAWING NO Ailwni rya ro ItteT L 1 -EDG ''%7,`SS�ONAI ���`O• aER 010087191.mm 3 -155 IlIIIIIIIIIH11�1 ` WAUER a Tou15r Jn P. E PH (SOS) 823-2323 FAX (305) 626-7979 4 MIAMI—DADE COUNTY P.E. SEAL/SIGNATURE/DATE FLORIDA Ue. # 44167 5 FH EAr 52 ANCHORS SPACING- I EG ND MAXIMUM ANCHOR* SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN, MAXIMUM A.S.D. DESIGN LOAD AND A 1/4. TAPCON CORRESPONDING MOUNTING TYPE s 6'a TAPCON XL FOR CONCRETE INSTALLATIONS POURED CONCRETE MAXIMUM ALL MOUNTINGS AA THRU GG (SHEET 22) SPAN 00 USE MAXIMUM VALUES BETWEEN POSITVE AND NEGATIVE A.S.D. LOADS 50 OR LESS >50 TO 90 >90 TO 120 >120 TO 160 >150 TO 195 8'-9'• 8" 4 1/2" 3 1/2'. - OR LESS 12" 8•1 4 3 3/4" UP TO 10 6" 4" 4" - >12'-1" 4" 3 1/2" - - - UP TO 18'-0•1 7 1/2" 5 1/2" 4" — — } NOTE: t VALID ONLY FOR UP TO 10'-0" SPAN *SPECIFICATIONS ON ANCHOR REQUIREMENTS: POURED CONCRETE SUBSTRATE (A) ANCHORS TO WALL SHALL BE AS FOLLOWS: A.1) TO EXISTING POURED CONCRETE: (Min. f'c = 3192 pso - 1/4"0 TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. BUILDER. MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON IS 1 3/4". A.2) 10 EYJ51ING POURED CONCHLIE: (Min. f'c = 2899 psi) - 5/16"0 TAPCON XL ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX. MINIMUM EMBEDMENT INTO POURED CONCRETE OF 5/16" TAPCON XL ANCHORS IS 2 1/4•'. A.3) 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 SAID WALL F94ISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTE A.1) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS CONSULT THIS ENGINEER. (B) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. (C) SEE BELOW FOR MINIMUM REQUIRED EDGE DISTANCE FOR ANCHORS. MINIMUM REQUIRED EDGE DISTANCE FOR ANCHORS MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3" EDGE DISTANCE FOR 1/4"A TAPCON AND 3 5/0" EDGE DISTA14CE FOR 5/16`0 TAPCON XL. () HV BLADE ONLY -- QV�,:•"""'•�; 02012 EASTERN NETAL SUPPLY, INC. PaGeLlr_rRrblE:rn y>; v\GENSF' •,9 %` MAXIMUM IMPACT HV1 HV2 D::r_^.n*plyiog:liththeFlociJ3 5HIITTERTECH, (NC, ACCORDION SHUTTER A' . iog 1,1 1 $ .catpL n:e 1,0� 'o206B1 ! L E C O BERTHA HV Armnlloa Shutter stem PRODUCT REVISED 3xpir Nou i:elc► TZD77-• *: * Si v c,*m glying wills lltc Fbride 3 f "�i /ol �,_/� _ (ASSA ;� 26) H.V. BLADE i W OR W/O II.V. WINDOW BLADE & R.V. BIAOE IhtilJin Ca Jc T • j t✓/ - -O'• /ST E DF •Q EV.. 11DESCRIPTION DATE Dr by., F.R.L. AcceP[Tw Ne. �5__-_�o�6Z¢ 63 ?i *e ); udacl G.mo- ' • /')�4� TILLIT TESTING & ENGINEERING COMPANY 7485 WEST 2 COURi C•.vpifD ion UDtt 0O. /7_G /Zp�7 �,�'•. FCORIOQ`,.' �`Vr\ 6155 N.W. 36Ih. St.. St,. 309• \IMINA CARDOIS. FLORIDA 3]tfi 1 OLD 19-OD9 6�01�1 F.R.L. D6/O7/15 C Phvno : (3o7)D71-153D . Fa : (3D5)e71-1631 HIALEM. FL 33014 2 DRAWING No MIDmi DD I rI L'.ioy� '''''A2ll QMAL ; i��`` a -ma ES-00067191.ct*n ' 1 5 — 1 55 / ) 11111111111 wALTER n. mur d.. P, E. PH (305) B23-2323 FAX (305) B26-7979 a FLORIDA u� MIAMI—DADE COUNTY P.E. SEAL/SIGNATURE/DATE . If 44167 5 SHEET 6 26 OF 28 I `� 1ENihII,V 12I . E Fj CE TO EDGE I 1 A I _ HV WINDOW BLADE 3"0 OPENING .0 EO - EO LFIAT PORTION Dr BLADE _ .1875.------------r---------7 '---------- --- '-- 0625„ .0625'" •0625'r� {�- .0625R EXTERIOR SECTION X-X SCALE: 1" = 1" 1875" ►Y I L I [IV WINDOW -EXTER10 I ! I— — ^ i 1 I ON C NTERS I 2 7/' LEM I ± 2 1/4" SEPARATION I CLEAR BETWEEN I I BETWEEN oP WE I I rates .0625" 'T J --- 0625" I/SECTION Y-Y UMIN. SCALE: 1" = 112 CLEARANCE TO BLADE BOTTTM EDGE I TY p, ;;. :I �b``gSirA1 iWa.axi. �y� R1.7500" 1.3750" Y,.31 /lYja 02.8750 X V N �\ ttYYN ( 03.7500 03.0000 Y .7500" EXTERIOR ELEVATION SCALE: 1" = 1" POLYCARBONATE IMPACT RESISTANT HV WINDOW BAYER MAKROLON 3103 POLYCARBONATE RESINS, UV -STABILIZED GRADE OR SABIC INNOVATIVE PLASTIC LEXAN 103 RESIN (SEE NOTE "F" ON SHEET 28). — — POLYCARBONATE SOURCES FOR 44 APPLICABLE RESULT TYPICAL PROPERTIES STANDARD 111Ype rAmc nnlOyAnyC REFERENCE M[ t. / saes¢ PIASIIC I.W.1WRtUti J110 WWI 103 RESN PHYSICAL• SPECIFIC GRAVITY ASTM D792 0.043 lb/In' 0.043 lb/in' MECHANICAL• TENSILE YIELD STRENGTH ASTM D638 9.4110 pml 9,500 P.0. FLEXURAL STRENGTH AT YIELD ASTM V790 12.500 p.J. 13.400 P.o.l. FLEXURAL MODULUS ASTM 0790 340,000 p.sl 345,000 p..A. P Ci• NOTCHED IZOD ASTM D256 18 fl-lb/in 17 FT-lb/'in FIRE BURNIN O!LARart_TERISTICc• ASTM D2843 47.2 7. 64.5 7. MAX SMOKE DENSITY RATE OF BURNING ASTM D635 C-1 CLASS C-1 CLASS SELF IGNITION ASTIJ D1929 1040 'F '980 'F WFATHFRINI; ASTM GI55 TENSILE STRENGTH AFTER WEAT14ERII4G ASTM 638 9302 p.o.I. BB40 P,a.i. TENSILE STRESS BEFORE WEATHERING ASTM 638 8461 p.a.i. 8880 P..J. SCALE: 3/8"=1" POLYCARBONATE HV WINDOW DETAIL 11111 pp/ FLORIDA BUILDING CODE (High Velocity Hurricane Zone PRODUCT RUNIrw •D L n nc cimptyina .vilh Ole FiOridJ \`Q'�`•.••EN S' ••':/'p i' © 2012 EASTERN METAL SUPPLY, INC. Buildin¢c"de s> r, \�C F SH[(TTEA TECH, INC.1 MAXIMUM IMPACT HV7 HV2 �"` [" `FI" ACCORDION SHUTTER PRODUCT REVISED T•n^ L2. L.QI s, at complying with the FTtldJz E>;rin tint DlIcVl ij y �� �` JI rrC^ �-�" I� Cv INC. BERTNA NV AorordioOShutter Sysleg2a DuTldinll Colo r - (ASSA fJ 26) H.V. BLADE 1 W OR W 0 H.V. WINDOW BIRD & Accepinnca roe O Zy/1� 03 By ,(t, Capita ion DAte�j 6.1 n» Dr do ! t.,n�ttmi �(`TF _ :[�= TILLIT TESTING & ENGINEER1140 COMPANY EV. N DESCNIP110N DATE Dronn b I A-r •, F• OP...• `�� 6355 N.W. 361h. 5L. 8:a. J0.5• NRCINIA OARtlD15, F..CRIOA 3316 7485 WEST 2 COURT I OLD 14-004 6/01/1 DATE. By ��iPh... : (30S)871-1530 . F"c : (305)871-1531 HIALEAH, FL 33014 2 DRAW fviIN111D ct Coo R F........... (�� A -mall: ml<ccoeol.aom • �r/, SIONA� \3S E8-0005719 3 rTrr11N1I111`11111`7 WALTER A. TRLR• Jr. P. E PH (305) 823-2323 FAX (305) B26-7979 15 MIAMI-DADE COUNTY P.E. SEAL/SIGNATURE/DATE �0P10A uc. p 44167 6 SH 5 7 T1 MAX. Alto WIND SEE CONE DETA SIEE FULL ELEVATION ExISRNG GL75Z ------- --`-- O I /I TYP. rl \ TYP. SYMMETRICAL A1D IuAND RMATES �� 22 �1`�\_— W/O�l�i (SE NOTE 4 ABOVE) DI AF.1 A1N. 5MMg104 IQ MASS TEE SDI MULE ON SHEET 12 FOR IAN)E m AND OR SLEET 28 FOR RATES (D& p * rcN A IMITATION AND ONDTTION OF FOR BERTHA IRKINO IN M11150H WITH Hy VAN20AJHAU-Ao I. MAX. AS.D. DESIGN PRESSURE RATING; +110, - 110 p.e.T. 2. MAX. SHUTTER SPAN: 96'. 3. ALLOWED MOUNTINGS; A. D, G & H ON SHEETS 6. 7: AS WELL AS MOUNTINGS M, O, T. U & W ON SHEETS 18 & 19. 74. ��FJC�ED w ATES 21 CA OR PPOSINGTIIAYOUT W�CASE OF OPPOSING LAYOIfT, (35) MUST BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF CENIERMA E. 5. (A) HV WINDOW BLADE I©SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS (3'0 HOLES) FOR 44 PER BLADE AT SPACINGS SHOWN ON SHEET 27. (B) MIN. CLEARANCE FROM TOP OR BOTTOM EDGE OF HV WINDOW BLADE IA OF ANY 3'0 HOLE FOR 0 SHALL BE 12% (0) FIRST OR LAg BLADE COMING OUT FROM STARTERS AT ENDS MAY BE )IV WINDOW BLADE 1 (D) IN WINDOW BLADE IAA MUST BE USED ALTERNATE TO A SOLID HV BLADE(D THROUGHOUT SHMER'§-WIDTH. (E) CENTERMATES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID HV BLADE 1QA7 FJTHER SIDE OF THEM. (r) POLYCARBONATE HV WINDOW �i4} SHALL BE INSTALLED SO T} TABS FACE THE INTERIOR OF THE OPENING BEN o PROTECTED. {N WINDOW M1i MUST BE ONLY INSTALLED AND LOCKED USING A IN SETTING TOOL PROM D BY ASSA, INC. S. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME DUILDINGS ON SHEET 16. AS LIMITED BY SPAN AND DESIGN LOAD (SEE NOTES 1 & 2 ABOVE). 7. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS IN70 POURED CONCRETE OR CONCRETE BLOCK WALL -ON SHEETS 13 & 14 AS LIMITED BY SPAN AND DESIGN LOAD (SEE NOTES 1 & 2 ABOVE). 0. MINIMUM SEPARATION TD CLASS SCHEDULE; SFMTER SPA1 611NIMUM SEPARATION TO GLASS L96' Max. 5' 2 \ _ / Lnv.9or 5 \1 � 21 - 4 5 �/ TYPICAL In HV BLADE WORKING IN UNISON -WITH HY WINDOW BLADE (A1 SHUTTER* N.T FLORIDA BUILDING CODE (High Velocity Hurricane Zone PRODUCT REVISED n5 complying With Lb-- Fludde Building Lb61c Acccpltulce NOI5 62¢.p3 Gxpire' nUata Zo/7 By�nll �Cn MN 1 Od Icl nvM PROntJC'NREflF_ ry) ac cc•r.plyi- •,% Aire n.:ildinec;,, Re:rn,Umce fJn�-ra .oI ExpR. Gc:<U:w_ (ZLTLL ; /i 13y' G/� �N n:nl L•yr7 ,�,,;;;,;,,;,,,,,,� y 3 `�\h��� A• r���7Ar7i�� S�Q \CEN '' '� �: �. _ ; %�;-` ` : *= �:. STATE OF ! Q. C /�► IL Ey O INC. SH1uTTER TECH. INc, (ASSA 26 /} ) 7485 WEST 2 COURT HIALEAy-I, FL 33014 PH (305) 823-2323 FAX (305) 828-7979 © 2012 EASTERN METAL SUPPLY, INC. MAXIMUM IMPACT HV7 HV2 ACCORDION SHUTTER BERTHA HV Artanlien BhuHer System N.V. ©LADE t W OR W 0 H.V. WINDOW BIDE A N.V. BLADE TILLIT TESTING &ENGINEERING COMPANY 6355 N.W. 361h. St.. Ste. 305. NAOIMA GARDENS. FLOWA 3316 Phona : (J05)871- 1530 . Fax : (305)871-1531 e-mail: FBu00067191.com WFl,aERIDA LIILLS 441s.7E. EY. LI DESCRIPTION DATE Oroxn F.R.L_ 1 OLD 14-004 s/D7/1, DATE: a6/ol/15 MIAMI-DADE COUNTY .,���(S. ORID .G��``` /;z.810NALYa�4�" P.E. SNb Ii6p )kf&E/DATE 2 DRAWING NO 15-155 J e -SH nF �A REQUIRED MINIM& ��•, VARIES%'':I IES, 6"x 1 1/2'x 0.035' THICK '-`+�.'I Min. ASTM A-653 GRADE 40 Min. G-60 GALY. STEEL METAL STUDS At 18' O.C. I I o v -------_ 1/2, ku L'i I `J I' Min. 43a 0 REQUIRED MINIMUM 13/4'x 6 1/4'x 0.035' THICK MIn. 43C 0 0' O.C. n ' CUNT. GALV. STEEL TRACK CHANNEL, ASTM A-653 GRADE 40 Ni" G-60 GN,VANIZED FASTENED TO STUDS 39 W/ (2) le.1/2' TEX SCRF:TIS ON 11RERIDrt 1, EXTERIOR PACE I EXISTNG FINISH AS APPUCAULE MIN- EXISTING CUSS ---I TO GLASS ^- �TY�. (SEE SCHEDULE) INTO METAL STUD WALLS * GENERAL LIMITATIONS AND CONDITIONS OF USE FOR BERTHAI )HV BLADE ACCORDION SHUTTER SYSTEM INSTALLATION TO METAL STUD WALLS 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 P.S.(. 2. MAX. SHUTTER SPAN: 84" 3, ALLOWED MOUNTING: MS ON THIS SHEET. 4. ONLY /�,�NTERMATE 21 W/ 24 HV LOCK ARE ALLOWED WITH 011 ARR�GED A SYMMETRICAL LAYOUT. USE OF (2) 5 (6" LONG, MINIMUM) MUST ALWAYS BE INCLUDED_A� XTERIOR OR-1NT€RIOR AGGE-SS SIDE-OF— CENTERMATE. x 6 1/4"x QD35- THICK Wn.I GALV. STEEL TRACK CHANNI L 43C 43a I I , „ i U J ,i 1-653 CRADE 40 Min_C-6D — i, �(� VED FASTENED TO _OS ® 6 U.O. &D-6`O:C— 16x1/2- TEK SCREWS ON R h EXTERIOR FACE I 1" 03� 1 Min. BLADE SLACK DETAIL HVF IS VALID FOR �w t/2' 12 38 I III CENTERMATE 21 APPLICATION WITH BLADED REQUIRED MINIMUM w I t D'x 1 1IV. 0.035" THICK I ` -•' !:i 'VARIF!', - 43� ® 6 O.C. Min. ASTM A-653 GRADE 40 Min. G-60 GALV STEEL '2 ;7:NcX1, •, I MS WALL HEADERISILL INSTALLATION METAL STUDS AT 16' O.C. : -ZEXISTING GLASS _ I I SYMMETR,*CAL 43c :.; :_::'•• I CENTERMATES W/:..'I I' F.••N.. -. I 1 INTERIOR •ACCESS SIDE::'.. IVIH 1 LJ l�-12.000- Max.f- bo f(i-iF0G3' o��� 4 0� 43a 1 /4"0 NOMINAL ALUMINUM S V 6063-T5 ALLOY SEPARATION TO GLASS SCHEDULE N .3000"_ Moz. MAX, SHUTTER MINIMUM SPAN L (in) SEPARATION TO GLASS 84" OR LESS 3 1/4" EXISTING FINISH AS APPLICABLE (TTP. TOP K BU110M) SYMMETRYCAL; CENTERMATES •: , Y W/ :: � �.:.. ,::;. .`EXTERIOR ACCESS SIDE :I 6' (TYP.) --MIN`STNW'IICN 10 CUSS IN MN. sTPAm7Kx1 TO cum AL I TO GLASS 2' ,(SEE SCHEDULE):,)dox,-;.I I":•';a� 4Jgc LENGLENGTH + 1' 43 1/4"0-20X3" BOLT MUST PENETRATE 4�3A 1" .'1/4"'0-•20 THREADS 43c 1 /4" O ELCO CONSTRUCTION PRODUCTS FAB—LOK HD COMPONENTS SCALE: 3/8"= 1" '4-x 0.035' THICK MIn, �TEF.I TRACK CHANNEL, ;BADE 40 Min. 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PRonucrtusw§eb sxTnr innDn:c�,yT�I�fjj� - (� �Tfi'7----�' C ACCORDION SHUTTER ns cOmilhillg With the P(nriy `* ( � -* 'L GC O INC. BERTHA HV AccoEdion Shutler§;6t— OutldingCodO TNyn�/V ' '") C/.Jf 1/.%/y _ (ASSA # 26) II.Y. BLADE 1 W OR W 0 H.V. WINDOW BLADE & .V. BLADE AcccpLv,6e NO 0:7 Z 0 h(A'+=n, i'e!du:•!Ttr.'*7 % -O /S ATE Of . Q' EY. N DESCRIPTION DATE % Fpf O NO _ � TILLIT TESTING & ENGINEERING COMPANY D,o.I, E : F.R.L. r ��/' tW ` 7485 WEST 2 COURT 1 OLD 14-DDa 6 / / %�pc�'• F(ORIOA • ��V_`� 0355 N.N. 361R St. Sle. SM.4WCINN WI)ENS, RONDA 3116 /01/1 DATE: G6 01 15 Phan" : (305)871-1530 . Fax : (305)D71-1531 HIALEAH, FL 33014 2 DRAWING No (O etCOnWI NAL E��a``, -meEB 100067191.eam 3 11 INHIM11` WALTER A TILUT Jr. P. E. PH (305) 623-2323 FAX (305) 826-7979 4 15-155 MIAMI-DADE COUNTY P.E. SEAL/SIGNATURE/DATE FLORIDA Uc. # 41157 5 SHEET 6 28A OF 28