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HomeMy WebLinkAboutRevisions . .4• F OFFICE USE-ONLY: DATE FILED: PERMIT# 1806-0018 REVISION FEE: RECEIPT# PLANNING & DEVELOPMENT SERVICES BUILDING&CODE REGULATION DIVISION 2300 VIRGINIA AVENUE ° FORT PIERCE,FL 34982-5652 (772)462-1553 FAX(772)462-1578 :RECEIVEDAPPLICATION FOR BUILDING PERMIT i VISIOS PROJECT INFORMATION AR 2 2 90191. LOCATION/SITT ST, LucCounty, permitting ADDRESS: 3U Essex Drive Fort Pierce,FL 34946 2. DETAILED DESCRIPTION OF PROJECT - REVISIONS: Correct the product approvals 3. CONTRACTOR INFORMATION: STATE of FL REG./CERT.#: LUC�E COUNTY CERT.#: BUSINESS NAME: The AMckU ervlces QUALIFIERS NA oysie Ramdial ADDRESS. ffib NW 12 HAve. Suite it 0 CITY: 1,ort Lauderdale STATE: FL ZIP: 33309 PHONE(DAYTIME): - xt357 FAX: 4. OWNER/BUILDER INFORMATION: NAME: ADDRESS: CTTY: STATE: ZIP: PHONE: FAX: 5. ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: STATE: ZIP: PHONE(DAYTIME): FAX: Revised 07/22/2014 mmoff 1 M IAM t•DADE MIAMI DADE COUNTY MM PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 . T(786)315-2590 F(786)315-2599 N CCEPTANCE OA REC:EI`!ED www. iamidade.gov/economy Shutter Tech,Inc. 7485 West 2nd Court APR 2019 Hialeah,Florida 3301 ST. Lucie County, Permitting SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER Product Control Section be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHI). This NOA shall-not be valid after the expiration date stated below. The Miami-Dade County Product Controf Section (7n 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 " ESC "Maximum Impact Bertha HV"Aluminum Accordion Shutter System l APPRO o ac HV Accordion Shutter LaL sheets 1 through 28 of 28, and 15A&28A,prepared by Tilteco,Inc.,dated July 28,2017,signed and sealed by Walter A.Tiilit Jr.,P.E., on August 11,2017 bearing the Miami-Dade County Product Control Revision stamp with the Notice of ami-Dade Cou::ty Product Control Section- In hQAC''RATING: Large and Small Missile Impact Resistant BASEL ac a manu acturer's name or logo, city, state,the following statement: ''Miami-Dade County Product Control Approved",and.NOA number,per TAS-201, TAS- LAJ 202,and TAS-2.03,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 atTecting 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 NCA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA 417-0201.01 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 Hehny A.Mahar,P.E.,M.S. NOA No.17-0905.03 i rt�aMtc�ot:courm Expiration Date:04/26/2022 , Approval Date: 02/15/2018 Page i f E Shutter Tech,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER.PREVIOUS APPROVAL#11-1222.03 A. DRAWINGS 1. Drawing No. 12-019, titled "Maximum Impact HTrl BV2 Accordion Shutter sheets I through 28 of 28, and sht. 28A of 28,prepared by Tilteco, Inc., dated 0112012012, signed and sealed by Walter A. Tillit Jr., P.E., on January 20, 2012, B. TESTS 1. See Association's generic approval under 11-1676. C. CALCULATIONS 1. See Association's generic approval under 11-1676. D. QUALITY ASSURANCE 1. By Miami-Dade County Department of Permitting, Environment, and Regulatory Affairs (PEP-4). E. MATERIAL CERTIFICATIONS 1. See Association's 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 ofproduct tested and approved, and allowing Metal Tech, Inc. to use the test results approved under I Miami Dade County Approval No. 11-1676, signed by Ms. Legny Rodriguez.- 2. Acknowledgment letter by Metal Tech, Inc., dated March 19, 2012, signed by Steve Buzzella. 3. Letter by Tilteco Inc., dated January 30, 20)2, signed and sealed by Mr. Walter 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. I1-111). i i 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL# 14-0129.13 i A. DRAWINGS 1. Drawing No. 14-004, titled "Maximum Impact HVI BV2 Accordion Shutter sheets I through 28 of 28, and sht. 28A of 28,prepared by TiZteco, Inc., dated 01/20/2014, signed and sealed by Walter A. Tillit Jr., P.E., on January 29, 2014. B. TESTS 1. None. C. CALCULATIONS 1. None. i elmy A.Makar,P.E.,M.S. Product Control Section Supervisor NOA No.17-0905.03, Expiration Date: 04/26/2022 Approval Date: 02/15/2018 E-1 s Shutter Tech,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMIT'T'ED -D. QUALITY ASSURANCE 1. By Miami-Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. None. G. OTHERS 1. Asset Purchase Agreement. i 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 915-0624.03 A. DRAWINGS 1. Drawing No. 15-155, titled "Maximum Impact BVI 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. 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 I.- See Associations 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 drawing(No. 15-147)prepared for Shutter- Tech, Inc. is in compliance with FBC, 2014 Edition. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#17-0201.01. A. DRAWINGS 1. None. B. TESTS 1. See Associations generic approval under 15-0803. H6Vny A.Makar,P.E.,M.S. Product Control Section Supervisor NOA No.17-0905.03 Expiration Date: 04/26/2022 Approval Date:02/15/2018 g E,-2 9 1 Shutter Tech,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 January 17, 2017, signed and sealed by Mr. Walter A. Tillit, Jr., P.E., certifying that the drawing(No. 15-155)prepared for Shutter- Tech, ,Inc. is in compliance with FBC, 201.4 Edition. 2. Release letter issued by the American Shutter Systern Association, dated January 18, 2017, 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 County Approval No. 15-0803; signed by Ms. Larissa Ramos. 3. Acknowledgment letter by Metal Tech, Inc., dated January 17, 2017, signed by Steve'Buzzella. 5. NEW EVIDENCE SUBMITTED � A. DRAWINGS 1. Drawing No. 17-111, titled "Maximum Impact HT7 HY2 Accordion Shutter '; sheets I through 28 of 28, and 15A&28A,prepared by Tilteco, Inc., dated July 28, 2017, signed r and sealed by Walter A. 7711it Jr.,P.E on August 11,2017. B. TEST'S 1. See Association's generic approval under 18-0097. E C. CALCULATIONS 1. See Association's generic approval under 18-0097. D: QUALITY-ASSURANCE 1. By Miami-Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS € L See Association's generic approval under 1870097. F. STATEMENTS 1. Letter by Tilteco Inc., dated July 28, 2017, signed and sealed by Mr. Walter A. Tillit, Jr., P.E, certifying that the drawing(No. 17-111)prepared for Shutter- Tech, Inc. is in compliance with FBC, 2017 Edition. s 6 elmy A.Makar,P.E.,M.S. Product Control Section Supervisor NOA No.17-0305.03 Expiration Date: 04/26/2022 Approval Date:02/15/2018 E-3 Y ' s GENERAL NOTES: 1.BERTHA H,V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT APPROVAL DOCUMENT(P.A.D,)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017(6th EDITION)OF o THE FLORIDA BUILDING CODE. THIS ACCORDION SHUTTER SYSTEM MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. TABLE OF CONTENTS, DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE, USING 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 M ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS AREA 1• HV BI LADES RA &(77 BY MULTIPLYING THEM BY 0,6 IN ORDER TO COMPARE THESE W/MAX.(ASST)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 12 THEIR)17&25,26,28&28.A. IN ORDER TO VERIFY THAT ANCHORS ON THIS PAD.,AS TESTED,WERE NOT OVER STRESSED,A 339.INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS j((((USED IN THEIR ANALYSIS. GENERAL NOTES SHEET 1 BERTHA H.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 CODES AS PER SYSTEM COMPONENTS 1-20 SHEET 2 ATL REPORTS: SYSTEM COMPONENTS 21-37 SHEET 3 -HV BLADE ID#0214.01-03,#0715.01-03, #1004.01-05,#1214.01-04#0317,02-06 AND#0609.01-TO AS PER TAS 20t,TAS 202 AND TAS 203 PROTOCOLS. TYPICAL SHUTTER ASSEMBLY 38-43 SHEET 4 -HV WINDOW BLADE @ pO5G5.01-08 AS PER TAS 201,202&203 PROTOCOLS AND 0725.01-08 AS PER TAS 202 PROTOCOL -HV BLADED 90422.01-05 AS PER TAS 201,TAS 202 AND TAS 203 PROTOCOLS, AREA 2' HV BLADE(1D AND HV WINDbW BLADE 2.HV BLADE iDAND HV BLADE QARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER IN AREAS WHERE THE DESIGN PRESSURES TRANSITION FROM END ZONE 5 TO INTERIOR ZONE 4.EACH (WHERE APPLI CAB ) WIND ZONE MUST BE CLEARLY IDENTIFIED IN ACCORDANCE WITH ASCE 7-10 ALL MOUNTING CONDITIONS AND FASTENER TYPES SCHEDULES MUST BE APPLIED TO THE OR PONDING WIND ZONE THIS SHALL INCLUDE REQUIREMENTS FOR MIN.SEPARATION TO GLASS.DEUMHATION OF WIND ZONES 4 AND 5 AS WELL AS VALIDRY OF COMPONENTS FOR HV BLADE6&TACCOROION SHUTTERS TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 SYSTEMS FOR EITHER WIND ZONE SHALL BE PREPARED AND CERTIFIED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT BASED ON BUILDING CONFIGURATION ANDASCE 7 STANDARD,AND INSTALLATION DETAILS A-E, CONCRETE/BLOCK SHEET 6 SHALL BE SUBMITTED TO THE BUILDING OFFICIAL AT THE TfME PERMIT IS APPLIED FOR. INSTALLATION DETAILS F-L, CONCRETE/BLOCK SHEET 7 HV BLADE()AND HV WINDOW BLADE (9 ARE ALSO ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL UMITATlONS AND CONDITIONS OF USE INDICATED ON SHEET 28. CENTERMATE DETAILS HV SHEET 8 CENTERMATE ALTERNATING DETAILS HV SHEET 9 3. BERTHA H.V.ACCORDION PINS(HV SCREWS), USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE# 102.75 AND# 101.75 RESPECTIVELY,410-HT MINIMUM CENTERMATE DETAILS HD SHEET 10 SERIES STAINLESS STEEL SCREWS WITH 135.0 ksT YIELD STRENGTH AND 180 ksi TFNSILE STRENGDI.PINS SHALL BE COATED WITH BERTHA INV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY END CONNEL'HON DETAILS 1-6.CONCRETE/BLOCK SHEET 11 APPROVED COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THOR HEAD. MAXIMUM SPAN TABLES SHEET 12 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 31.7 ksi AND 35.7 ksi ANCHOR SCHEDULE-CONCRETE SHEET 13 ; FOR 6OD5-T5 ALLOY. 5,ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER ON 50018 WITH 50 ksi MIN.YIELD STRENGTH AND 90 ksi MIN.TENSILE ANCHOR SCHEDULE- CONCRETE SHEET 14 j STRENGTH AND TO COMPLY W/FSC SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE SHEET 15 i 6. BOLTS TO BE ASTM A-307 GALVANIZED STL,OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- CONCRETE BLOCK SHEET 1 EE5A ANCHOR SCHEDULE-WOOD SHEET 16 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADEIQ: 13, 14, 15, ISA, 16. 17 AND 28A, ANCHOR SCHEDULE- WOOD SHEET•17 HV BLADE 0 :26. INSTALLATION DETAILS M-R.WOOD SHEET 18 I HV BLADE 1D&@ WORKING IN UNISON: 13, 14& 16. INSTALLATION DETAILS S-X,WOOD SHEET 19 ' 8.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A US.PATENI#6779.582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT#5'456,179 ISSUED TO END CONNECTION DETAILS 7-12&X,WOOD SHEET 20 t EASTERN METAL SUPPLY,INC. I 9.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE,CONTRACTOR TO AREA 3• HV BLADE(2)ONLY SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THIRD FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. i TYPICAL SHUTTER ELEVATION &NOTES ON LOCKS SHEEP 21 10,EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE:DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENAN'T',OR OTHERS,MUST PROPERLY CLOSE ALL INSTALLATION DETAILS AA-GG. CONCRETE SHEET 22 HV AND HD CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. CENTERMATE DETAILS HO SHEET'23 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 RAIL LABEL.SHALL READ AS END CONNECTION DETAILS 1-6 &X,CONCRETE/BLOCK SHEET 24 FOLLOWS: MAXIMUM SPAN TABLES SHEET 25 SHUTTER-TECH,INC. ANCHOR SCHEDULE, CONCRETE SHEET 26 MIAMI,FL MIAMI-DADE COUNTY PRODUCT CONTROL APPROVED. ' ARTA 4, HV_WIND BLADE &ONLY 12. BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. TYPICAL WINDOW SLADE&WINDOW DECAL SHEET 27 13. (a)THIS P.A.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE PAD. TYPICAL SHUTTER ELEVATION SHEET 28 (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING UFE SAFETY OF THIS PRODUCT,BASED ON THIS PAD., PROVIDED HE/SHE DOES NOT DEVIATE AREA SHV WINDOW BLADE ONLY FROM THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. INSTALLATION DETAILS, METAL SND WALLS SHEET 28A (a)THIS PAD.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d)SITE SPECIFIC PROJECTS SHALL 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 THE PROPER USE OF THE PAO,ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.A.D.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC THIS DRAWING SHALL ONLY BE USED TO DRAWINGS FOR REVIEW. OBTAIN PERMITS IN THE STATE OF FLORIDA (e)ORIGINAL PAA.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. r FLORIDA BUILDING CODE(High Velocity Hurricane lone PROI) . ✓ (�2017 TILTECO INC.(ENGINEERING) ED 2017 EASTERN METAL SUPPLY,INC. wcovNi CTRBVLSGP i ": C,ENS�C'�..� (�-`. MAXIMUM IMPACT HV1 HV2 Dailding Cod''iih tlee FFarida I�SHLiTTER TECH rxc. DDiTdLng Cod4 r '. ` � ACCORDION SHUTTER Ami tarce No«^O 0'S"p3; N N4.44167 /+ BERTHA HV�lo��utter System ssp' id1 1L ECO mc. �'I I 22 S (ASSA # 26) .V.BLADE0 N G 0 H.V.WINDOW 0A &H.V.BLADE 2 EV.N DESCRIPTION DATE Drawn Ly..: LC. I a„I y��, ' ✓ ttW• �� TILLIT TESTING & ENGINEERING COMPANY 7485 WEST 2 COURT / OLD 15-t55 7/26/1 DATE: 07/28/17 'Y A 63M N.W.36tH.SL.St..345,MAGNA GARDENS,RCrJQA 33166 �• 1A Pfiaac:(305)871-1530.Fax:(305)871-1531 DRAWING No HIAi FAH, FL 33814 2 a-man:Olteca0aal.aom' y it S�UNA�.� 14j1 EB-0006719 17-111 a '''"o,•i�iii/I!llfrr WALTER A TILLIT Jr.P.E. PH (305) 823-2323 FAX (305) 826-7979 4 y FLORIDA U.p 44167 5 SHEET 1�5 MIAMI-DADE COUNTY P.E. SEAL/SIGNATURE/DATE 6 i OF 28 VARIES Ye FON Meow SLADE M.. vlor 857 4.999" r L. 4. Cl HY SOLID BLADESMARTER PATENT 111 5458179 QUALIFIED FOR USE HV BLAD DER;�160W BLADE COVERED 5458179 QUALIFIED BY DIRECT MOUNT 6063-TB ALL_ 7 PER CQVEg UNDER W QUALIFIED FOR USE W1 HV 'SEE LIMITATIONS OF USE OF BLADE(B ON SHEET 28 6005-TS ALLOY AND TEMPER 6005-T5 ALLOY AND TEMPER BLADE(:D,(O&0 6063-T6 ALLOY AND TEMPER .373-" 3.226* 1.500' . 6063-T6 ALLOY AND TEMPER 3.556' .085* 70" '670" 2.226" 1.000r (TYP-) .994" 072 842 �? 4.897* 815- 92' 0.072". 0.072' 4,13 12 1.375" 12 S' HV AOJ, ADAPTER W/LIP HV WALK-OVER TRACK (�)HV ADJ. FLOOR TRACK QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ XV BLADE(D @&(� QUALIFIED FOR USE Wl HV BLADE(D&( HV TRENCH TRACK BLADE G),@&(2) 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ W HV RAINGUARD SLADE(g)ONLY. 6063-TB ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W1 HV 1.917* VARIES BLADE 1 & 2. VARIES 1.936" 6063-T6 ALLOY AND TEMPER r-083* 4-83, —M.. .5. B .08 .083" x93* I 1 .1 11 ? .12C 100 L .060, .093' 140 411' 970 220"4 4l 670 (I.D.. 3.520* 4.%Ar 670 630 11 HV CEILING HEADER (�� HV HEADERS LCL HD CEILING MEADER/S QUALIFIED'FOR USE W/ HV QUALIFIED FOR USE W/ HV JL HD WALL HFADER/SILL (j5 SND HEADERISILL BLADED} & (T, QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W HV BLADE(l),([&& 2 SEE SECTIONS FOR ALIDITY EE3CLTAl00ENR&0AAUDITY BLADE QUALIFIED FOR USE W/ HV x I 5063-TIS ALLOY AND TEMPER SEE S SEE SECTIONS FOR BLADE(D& 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER SEE SECTIONS FORI%LIDV 6063-T6 ALLOY AND TEMPER IMIK XIMIAL I MR t I COMPONENT A a T7 T2 �SE ALADIFIEC I 1- 10.062- 17 1 2- 5-MAX. 1/8- 1/8' W(D (j5112E ANGLES ALUMINUM ANGLES @ 2" 5"MAX. 0.192' 0.192" W@ CORNER POSTS QUALIFIED F (V,(gE g W BLADE & QUALIFIED FOR USE W/ HV 215" 7"MAX. QUALIFIED FOR USE W HV 6063-T6 ALLOY AND TEMPER BLADE (SEE SCHEDULE) BLADE(D,g&i�2 6063-TIS ALLOY AND TEMPER ....... 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE (High Velocity Hurricane Zone) Vk. IILIjr. --. (g)2017 TILTfco INC.(ENGINEERING) 2017 EASTERN METAL SUPPLY, INC. PRODUCTM-VISED •4• ............ ]MUM IMPACT HVI HV2 MAX CIS complying tiilh JIM naAd, -TECH. mr. Suildhigr ACCORMON SHUTTER V Accordion S niter System (ASSA # 26) !.V.Lell#1 OR H..MNDOW AF_&Hx 6 �cupl= BERT /777iLT7E C:_0�:i m�, , LADE#2 : 4 R F 6,&I�7ZIQ EV. DATE L.C.71 " /, RTE:by07f28/t7� T1 Ll TING & ENGINEERING COMPANY 7485 WEST 2 COURT OLD 15-155 El/2 D 6355,N.W.36U,St,3t..WS,MRGINA CMDENE.FLORIDA=66 Ph— (305)871-1530.Fax:(306)871-1531 HIALEAH, FL 33014 6 % 2 DRAWING No �c/ 3 EB-MOS719 PH (305) 823-2323 FAX (305) 826-7979 SiONAL WALTER A.nLtTr J,P.r If FLORIDA Ue.#44167 SHElff MIAMI-DADE COUNTYP.E. 07�1�RE/DATE C 1P. ftE 2 OF 28 4*65D 114-20 OUST FIAT 2" FHOUSING ENAMEL 17D j/ ,� 4 576" 0.33 THR15& 4 -4 ,,M PONE CAST 2 293" .745' HOUSING ENAMEL OWED PAINTED 0 TURN �XN OS. 7 *6 .318 iNDER S�S CYLINDER 8. CORMOSMTEoi J KEYS(CHROME 21 PLATED)HV CENTERMATE 1.325, -n m (R HY LOCK (9 HV EGRESS LOCK QUALIFIED FOR USE W/ W BLADE 1D&@ ONLY HV MAIM,& R -TIS ALLOY AND TEMPER QUA ED FOR USE W1 KV BLADE I & I ONLY 3.023" QUALIFIED USE W/ HV QUALIFIED60R USE W/HV BLA ONLY, BLADE 1 & (0 ONLY. 6063 6063-16 ALLOY AND TEMPER 2 CORNER CENTERMCE 250,O.D- RIFIED FOR USE W/ HV BLADEU1 ONLY is, 6063-T6 ALLOY AND TEMPER PLASTIC HEAD 1. 1.756" 922 4Q45* SCREW MOLDED TO 2.079" 1.753" �-350-AFTER SWIFING BEFORE RIVETING .0 X 3/4- S S. THUMBSCREW 1j4"0-20JRIYNU7* *SERIES 9444 ALUMINUM(2024—T3 ALLOY)LARGE FLANGE THIN mSH-T NUTSERTTDoCRIN,,PARTMANUFACTURED BY AVDEL as v 822" EF CHERRY PARSIPPM NEW JERSEY 07054 OR EDUAL PLAN FRONT ELEVATION HV MALE "T" LOCK CENTER HV "T" LOCK HV ALTERNkTIYE QUALIFIED FOR USE IVC LOCKER FOR "T- LOCK CENTERMAT QUALIFIED FOR USE W1 W BLADE()ONLY HY FEMALE "T" LOCK CEN QUALIFIED FOR USE 13LADE W/ v 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE ONLY. QUALIFIED FOR USE V/ HV BLADE(DONLY 6063-T6 ALLOY AND TEMPE�)ONLY W/Illf BLADE(DONLY. 6063-T6 ALLOY AND TEMPER .917- 3.161 .0 4 RN -um- .432 30 CYLINDER OR .063, ..214* .063 '062- KEY CYLINDER .546' 0.875"Min. !2 t .125*Max. .40 HD CENTERMATE W1 NO LOCKING ROD H CENTERMATE wl LOCKING ROD 0 d f QUALIFIED FOR USE W/ W BLADE(j) &(2) QUALIFIED FOR USE W/ W BLADEQ) &U2 -IN .19 6063-T6 ALLOY AND TEMPER 4 HD CENTERMATE'a 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE BLADE(1),(LA) n2 THUM WZ HV 'rl VARIES. 12'MIN. 1.130, 6063-T6 ALLOY NO TEMPER -__XTHUMBTURN 1 —20 yijN OR flo ill- OR KEY CYLINDER(SEE DETAILS) 1.57 M;n NDER 1.78*M- LOCKING ROD D 375*0 HD LOCK BOLT LOCK. QUALIFIED FOR USE W/ HV HV 3/8!0-16 ACEIAL (s� HV 2-0.AISI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BLADE(D,@& QUALIFIED FOR USE W/ HV E3LADE(D&Q 6063-T6 ALLOY AND TEIL THUMBSCREWS MRIES S.S. THUMBSC ZLI, C5 INSTALLATION WILL REQUIRE A 7/16" HOLE QUALIFIED FOR USjEjV/_�4,V BLADE(D&(D QUALIFIED FOR USE W1 HV & DRILLED AT TRACKS FOR PROPER EMBEDMENT FLORIDA BUILDING CODE_(High Velocity-Hurricane Zone) 1011 (D 2017 EASTERN METAL SUPPLY.,INC. OC 2017 ITLIECO INC.(ENGINEERING) ........... MAXIMUM IMPACT HVI HV2 I'S�Plyini;Vilb th---jcriga z SHUTTER-TEc PRODUCr REVISED nuildirw code H. ACCORDION SHUTTER Acoqmm�No-I- BERTHA HV'Awordlb.Sh—ttwb)me z : . % ME p.q., 04DRW /7V-C 70:�i INC E&;V 2 p (ASSA # 26) V.8 F 01 W/OR WIC -,BA--LL %- lEY.N DESCRIPTION DATE I pm.n by-, jl/J7485 WEST 2 COURT I OLD 15-155 07/28/11 DATE: 'ucl TICCIT TESTING,,& ENGINEERING COMPANY 07/28/17 -04.1 e=N.W.36th.St.SW 305.VIRGINIA GARDENS.FLORIDA 33166 -- Ph- (305)871-1530.F..:(305)871-1531 HW.FAH. FL 33014 2 DRAWING No 0—m tat-C.M.— 1 ES- SION WALTER A.0101UJT J06719i,P.E, PH (305) 823-2323 FAX (305) 826-7979 4 17-11 — EET lk�ol FLORIDA Llt.111 44167 5 SH MIAMI-�-DADE COUNTY P.E. SEAL ATURE DATE —6 3 OF 28--A 3/8'0 SHUTTER ASSEMBLY SCHEDULE FOR HV (j), HV 1 AND HV BLADES. I TD HV BLADE 1 3g F 3 HV-BLADE 1A I a u d HV BLADE 2 or I( 47 •° 40 HV LONG RECESSED NYLON BUSHING �, 3 M 39 .its m HV SHORT RECESSED NYLON BUSHING I 40 HV NYLON HAT WASHER EXTERIOR 7Lh ���jjjJJJ a 41 HV WHEEL CARRIAGE AISI 302-303 SERIES I I 41 �47rs" 0.870"x3/16" THICK NYLON WHEEL. 0.188"0 AIS! 302 SERIES S.S. RIVETS � I, Qt� or(2;IL, or @{{SEQUIREMENrs)EE NOTE FOR �LiorHV 1 3/4" ACCORDION PIN W/ #8 HEADRvHV 2 3/4" ACCORDION PIN W/ #8 HEAD I EXTERIOR gQ POLYCARBONATE IMPACT RESISTANT HV WINDOW {SEE SHEET 27} or Nlm AT EXTERIOR MADE KN_ TYPICAL SHUTTER ASSEMBLY Hv PIN SCALE: 3/8" _: 1" EXTER 0R@ OR(9 AT (1) HV PIN®SHALL ALWAYS BE USED AT ALL EXTERIOR BLADE'S KNUCKLE. BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/HV(D OR 00.32x" (SEE NOTE * FOR (9 HV BLADE. • 3 _ REQUIREMENTS) (2) HV PIN®MAY BE USED IN LIEU OF®AND ONLY AT 'Tt— m EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/W(D $ BLADE WHEN CORRESPONDING TO INSTALLATIONS "CC"AND "DD", 5 IASSEMB SHEET 22. 8> 9 (3) HV PIN @4 OR 0 W/ t/2'O.D. 1/16"THICK S.S.WASHER SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, WHEEL CARRIAGE DETAIL LY LAYOUT SHEETS 11 & 24. N.T.S. N.T.S. FLORIDA BUILDING CODE Hit VelocityHurricane lone PftODULT RLbVIS2D `'' Q20i7 TILTECO INC.(ENGINEERING) X2017 EASTERN METAL SUPPLY,INC. c<roz•.plyins xd@TAa F1a;4ca �.�aP'•�"�GEN$F�:'9 _ MAXIMUM IMPACT HV1 HV2 SHUTTEH-TsCH. Die. •BNe�n,Ccd3 �1 (�� = ACCORDION SHUTTER Receytmusida LLQ��J� t/J, • y ..— BANV Accardioa Shutter_ nDate ILsCO IPC. (ASSA 111 26) BLADE#1 W OR W/O KY.WINDOW BLADE&BY.BLADE 42 "'�; OFT• \ EV.N DESCRIPII014 DATE Drown b,. L.C. 2w•vrilS rJ .ect"^Ce"n'tr'a {� [{,4 TILLIT TESTING & ENGINEERING COMPANY 7485 WEST 2 COURT 1 OLD 15-155 7/20/1 DATE: 07/28/17 053 N.W.36th.SL.Ste.005,VIRGINIA GAROFNS,FLORIDA J3166 \ Ph-,1(306)871-1530.Faz:(305)871-1531 HIALEAH, FL 33014 2 �-<`�(1c�r"5ll"''"• �1 a–ma(I:tnteaa®ool.aam DRAWING No �'�Yyiv/V[[A-Vl/fti! WALTEREA.TIW1T Jr.P.E PH (305) 823-2323 FAX (305) 826-7979 4 17-111 FLORIDA Ue.A 44167 5 SHEET MIAMI-DADE COUNTY 1P.E. SEAL/SIGNATURE/DATE 5 4 OF 28 $ i *NOTES ON HV LOCKS ANQ-CENTERMATES., 1, MANDATORY CONDITION fl*ONE W LOCK®or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12* F S FOR SPANS UP TO 105",ANDFOR'NST46ONS AT ANY ELEVATION. HV LOCK E USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED D ABOVE LOCK or(g2MAY BE SPAN Al IE TO OR n o I f 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. LIMM MAN COND1110M.12, S- HV LOCKS OR OR ONE HV LOCK W/ TWO T- TBOTID I I I ATIO Q2 At ANY ELEVATION. WIIZOM SHALL BE SED F R ANY SPAN ANA OR HV LOCK(8 OR @ SHALL BE ATTACHED TO 6t OR I@ CENTERMATES W/ SAME SPECIFICATIONS AS PER MANDATORY CONDITION #1. LOCATION OF LOCK71OCK-R AS APPLICABLE SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULE #3 ON SHEET 12. _1 g4otig-9-91 9 a __ -IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO W 36C --f. LOCKS R"N M E USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS M CENTERMATES @ OR IWOSHALL BE AS INDICATED ON NOTE(1)ABOVE- 3 LO N OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3: 01 ---v t LE 4. onONAL CONDITION.-O A/A I JU ONLY WHEN h"DAMRY CONDITION il. OR UMffEID MANDAMRY.CONDITION- 0 f ARE NOT REQUIRED ATJURRICANE POSITION, BUT MAY LOCKING RODS T R IS USED IMF FD TO ENHANCE SHUTTER PERFO MANCE. LC OR AN ALTERNATIVE DEVICE DESIRED MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 5N 2 5.lltM�elffl d2: ONE-LOCKLOCK ly SHALL BE US9D1AT CORNER CENTERMATES FOR ANY SPAN AND AT%ft ELEVATION. . . .,,g SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO @ CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2"LONG'FLAT HEAD S.S. M.S.TWO LOCKING RODS AT TOP & BOTTOM 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. v 6. • ONE ALTERNATE HV LOCK MAY BE USED IN UEU-OF HV LOCK or FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.AL NATE LOCK�MAY 8E USED AS AN NSIOE OR OUTSIDE LOCK.ATTACHMENT - OF iJ4"0-20x3/4`S.S.THUMBSCREW TO®OR�CENTERMATES SHALL BE'MADE W/ iJ4"0-20x3/4"ALUM. SEE END - RIVNUT AS SNgWN ON SECTION HVE,SHEET 8. ONE LOCK SHALL 8E USED AT 1/2 OF SHUTTER SPAN OR TWOJ CONNECTION LOCKS AT 1/3 OF SHVTTER SPAN. ' N SHEETS 1 TV. *COTES ON HV "T" LOCKS AND CENTERMATES. FULL HEIGHT. OF CORNER 1.SEC9NI2 ALTERNATE M MANDAMSY CONnITION#1 YALID ONLY FOR 'r IlOrK 6ND C AN12 ME ALTERNATE HV-17 LOCK 0 S FOR ANY SPAN AND D CENTERMATE ra MAY BE INSPUZO IN LIEU OF W LOCKS 0 OR 1j? W-A ON AT ANY ELEVATION.ALT NATE LOCK Q Rq (aAY BE USED AS AN INSIDE OR OU SIDE LOCK. ATTACHMENT OF LOCK 0 INCLUDES USING REINFORCING LOCKER ,AS SHOWN ON SECTION MG,SHEET 9,WHICH MUST BE CONNECTED TO CENTERMATES @ AND @ W/ 1/4"0-20 x 1 1/2'LONG S.S.THREADED BOLT W/7/8"0 x 3/32" WINGNUT OR W/ 1/4-0-20x1"S.S.M.S. INTO A 1/4'0x 5/8" RIVNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12' l:1 lJ MAXIMUM ABOVE AND BELOW MIDSPAN.USE OF TWO LOCKING RODS @ TOP AND BOTOM,IS MANDATORY. @) *NOTES ON HD LOCKS Sc CENTERMATES: : ONE ALTERNATE HD LOCK(��MAYBE USED IN LIEU OF HV IOE'SQ%1IR 9 FOR ANY SPAN AND INSTALLATIONS �Y ELEVATION.ALTERNATE HD LOCK®MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK(n TO 0 IS W/3 JS x 3/8'F.H.S.S.M.S.,AND INCLUDES TYPICAL M HV BLADE SHUTTER ELEVATION REINFORCEMENT INSERT a AS SHOWN ON SECTIONS HD13-HVB AND ROC-HVC.SHEET 10.LOCK MAY 13E INSTALLED AT MIDSPAN OR 12"MAXIMUM BELOW OR ABOVE MIDSPAN,USE OF LOCKING RODS @ is COMPLETELY OPTIONAL N.T.S. I ) FLORIDA BUILDING CODE(High Velocity Hurricane Zone @ 2017 EASTERN METAL SUPPLY.INC. Q2017 TILTECO INC.(ENO RNEERING) MAXIMUM IMPACT HVI HV2 4067 SHUTTER-TEcH, INC.Jj ACCORDION SHUTTER RLdWiva Cot!. -5 1- in . I IILIECO --- BERTHA A=r&on Shutter SystemAy�eF Py (ASSA # 26) IV.a F 01 W1 OR W10 H.Y.WINDOW BLADE&H.V.BLADE#2 • REV.R, DESCRIPTION DATE D- . LC, c, • TILLIT TESTING & ENGINEERING COMPANY 7485 WEST 2 COURT I OLD 15-155 07/28/1! DATE: 07/28/17 - • ,�o - 6355 N..36th.St,St.,305.MRGM WON%FLORIDA 33166 Pb,,.. (305)871-1530 (306)871-1531 HIALEAH, FL 33014 7 DRAWING No 17 ES-026719 -11 WALTER A.TII.UT Jr.P.E PH (305) 823-2323 FAX (305) 826-7979 FLORIDA Ua f 44167 MIAMI-DADE COUNTY P.E. SEAL/SIGNATURE/DATE L 6 5 OF 28 I � • . V ' POURED CONCRETE POURED POURED OR CONCRETE BLOCK CRETE CONCONCRETE CONCRETE ANCHORS REQUIRED 1/4"0-20x3/4"S.S, REQUIRED REQUIRED SEE SCHEDULE ON CONCRETE ANCHORS MACHINE SCREWS CONCRETE(SEE SCHEDULE ON SHEET 13) SHEET 13) SHEETEE 13;DOLE ON NUTS 12o O.C. 1 1 Min. /4"0-20x314"S.S. � MIn. OR 18 EQ EQ 1MACHINE SCREWS --- Q E USING 1/4"-20 NUTS 2, ® 12"O.C. 1/ _ E. D.- /2• .250"Max. __ __ 13 oR 15 _ _ __ —_ 13 OR 15 I'' Ii I� .250"Max. 0'# � � �. � I Max. p I ED I l i I .D.• I I I OPTIONAL OPTONAL I MIN.SEPARATION _ I TO(LASS(SEE I I I I MIN.SEPARATION I SCHEDULE CN I I I I TO GLASS 12 FOR dADEAND i 1 OR �� i I (SEE SCHEDULE ON I i EXISTING ON SkEET 28 FOR I I I I MIN.SEPARATION I EXISTING SHEET 12) GLA$5-11 BLADES 10&® TO GLASS I I 1 GLSGS I (SEE SCHEDULE ON EXISTING I SHEET 12) I I I I cLAss , HV WALL HEADER INSTALLATION I I ©HV WALL HEADER INSTALLATION QA © HV WALL HEADER INSTALLATION EXISTINGEXISTING i 1 GLASS MIN.SEPARATIGN I GAS-� MIN.SEPARATION I �(S I I I 1 OR I �O EXISTING I TO cuss , SCHEDULE SS�� I I GLASS (SEE SCHEDULE ON 1 12 FOR RPDE(1)AND Ir MIN.SEPARATION I SHEET 12) i ON SHEET 28�((11RR I a I TO GLASS BIADES10& I I� s' i (SEE SCHEDULE ON I I SHEET 12) OPTIONAL I I I .D.• I� I ' IleI N I iii I�1/4"Max. I OPTIONAL E. i Maz• II I 'I" Y 13 OR 15 D# EQ I/ 13 OR 1© I ---- 12 OR 14 Mtn. E 1/4"0-20x3/4•S.S. EQ E PHILLIPS TRUSS HEAD 1/4"0-20x3/4"S.S.PHILLIPS ONCRETE ANCHORS 17OR 18 MACHINE SCREWS USING CONCRETE ANCHORS TRUSS HEAD MACHINE SCREWS 1' 1/4•-20 NUTS 0 12"O.C. (SEE SCHEDULE ON W/1/4"-20 NUTS 0 12"O.C. POURED CONCRETE (SEE SCHEDULE ON SHEET 13& 15A) Min, POURED CONCRETE SHEET 13& 15A) OR CONCRETE BLOCK OR CONCRETE BLOCK WALL REQUIRED If9NCRETE ANCHORS REQUIRED QD HV WALL SILL INSTALLATION (SEE SCHEDULE ON FO HV WALL SILL INSTALLATION POURED CONCRETE SHEET 14& 15A) OR WALLREQUIRED CONCRETE BLOCK O HV WALL SILL INSTALLATION INSTALLATION DETAILS W/ 1) HV BLADE• & WALL REgUIRED NOTE FOR SHEET 4 FOR PI SECTIONS HUTT. (I HV + 1A HV BLADES) AS APPLICABLE 1-SEE SHEET 4 FOR TYPICAL SHUTTER E D. EDGE DISTANCE ASSEMBLY (SEE SPECIFICATIONS ON SHEET 14) SEE LIMRATIONS OF USE FOR 2-MOUNTING SECTIONS CAN BE COMBINED BLADE IA ON SHEET 28 IN ANY WAY TO SUIT ANY INSTALLATION. ((•'""""' FLORIDA BUILDING CODE (High Velocity Hurricane Zone rr'`'�4 T_/•i ©2017 TILTECO INC.(ENGINEERING) 02017 EASTERN METAL SUPPLY,INC. PRODUCTREVISF13 r' MAXIMUM IMPACT HV1 HV2 'tin'i.gC d,dh:1h➢FIo,iUa . : 1EN8�C'•• ;_ SHUTTER TECH, INC. ACCORDION SHUTTER Ac n Acceptance ly0 0 C6 o3 cA ' n Duce 04 " •S BERTHA HV Accordion Shutter System * �' ` (ASSA // 26) V.BlAl1E 1 W OR W/O N.V.WINDOW RADE&H.V.BLADE ��Q TICCIT TESTING & ENGINEERING COMPANY EY.Ho DESCRIPTIOH DATE Drawn • L.C. Alt@mD rod➢aConi a 'O'., STA V �\` 6355 N.W.3alh.SL•Ste.305,VIRGINIA CAROMS.FLORIDA 33189 7485 WEST 2 COURT 1 OID 15-155 07/28/1 DATE: 07/28/17 _V Phone (305)871-1530.Fax (305)871-1531 HIALEAH, FL 33014 2 ._ `F............•' (? t1� -.ilk RHeooaaol.aan, 3 DRAWING No S�ONAI.��T1T'T WEFLORIDA 44767 A. TILUT E PH (305) 823-2323 FAX (305) 826-7979 4 17-111 MIAMI—DADE COUNTY P.E. SEALJSIGKVURE/DATE 5 SHEET s 6 OF 28 1 i POURED CONCRETE ANCHORS j MN$PARNw t 1 DR CONCRETE (SEE SCHEDULE ON SHEET 14)• TO�(SEE r ® t REQUIRED �-;r- EDGE OF tz F G`E5(r�o i I m ' SLAB IF I TWA 28 FYft t • —2)o t i APPLICABLE IXISIlNG t 0 I ALTERNATE i i t i l l I t ANCHOR V i LOCATION I t 1SDx3/4"HEX WASHER HEAD EXIg� WCONC�R�ETE OR T 3 OR 15 i 3/e uIN. 7EK SCR[WS+m 12"O.C. I0i3/8 Mi CONCRETE ANCHORS (SEESCHEDULE 4N SHEET S4)n OF tEXGLASS rt fSLA13 IFGLASS—` EDGE IF- X1/2- i' EDGE OF LAB IF CA13LE AGN.gPAWnW 1 A PUCABLE QE.Q� APPLICABLE To Gws(SEE712RR�(tTAW W + POURED CANCRRED FatOR CONCRETE® REQUIRED D.• E. D. REQUIRED (SEE SCHEDULE ON SHEETS 15& 15A) Q HV CEILING INSTALLATION (9 IAV FLOOR ANSTALLATION t QI HV WALK—OVER INSTALLATION I L CONCRETE ANCHORS ' 7 , (SEE SCHEDULE ON ' �tenruuttott T SHEETS 15& ISA) ;' (s¢rosciEwAE ON I I EXISTING EXISENG EXISTING m�T iz} CLASS—i MIN.SEPARATION I t t t GU65—r MIN. SEPARATION I TO GLASS _ /;� GLASS Ti , I'—{SEE SCHEDULE 0 �t,!J t'—(SEE SCHEDULE O I t t 10 1I It I t i SHEET 12) t SMEEi 12) I �� 1 f i It it t 1/4 MAX. I OR 15 t W ma 110x3/4"HEX WASHER /t' 1 8• HEAD TEK SCREWS @ /1114x3/4" HIX HEAD .1 12"O.CTEK SCREWS m 9'O.C. I --- IIII4x3/4•S.D.S.OR 1/4`0-20 S.S.M.S. t CONCRETE ANCHORS - - D 9"0.C. 1 W/NUT 0 9"O.C. i (SEE SCHEDULE ON T i SHEET 15) --- �r�------' 17 oR 18 t/z' 1' 17 T8 r/m,/ EDGE 114x3f4'F.H.S.O.S.Q 9"O.C.' 1 7/B- SLAB IF SEE NOTE 13(b) APPLICABLE CONCRETE ANCHORS .D POURED CONCRETE (SEE SCHEDULE ON POURED CONCRETE ON SHEET S '.D OR CONCRETE BLOCK SHEETS 15 & 15A) OR CONCRETE BLOCK , REQUIRED REQUIRED OPTIONA POURED CONCRETE (g) HY WALL FLOOR INSTALLATION (p HV WALL WALK-OVER INSTALLATION REQUIRED d i Y RAINGUARD INSTALLATION. t INSTALLATION DETAILS W/ 01110 HV BLADE & NOTE FOR COMBINSOON OF SECTIONS: t HV + 1A HV BLADES) AS APPLICABLE THIS INSTALLATION SHALL BE "'�— I-SEE SHEET 4 FOR TYPICAL SHUTTER *1E 0.=EDGE DISTANCE REMOVABLE WHEN PERFORMEDF.L-E IMITATIONS OF USE FOR ASSEMBLY (SEE SPECIFICATIONS ON SHEET 14) ADJACENT TO AN OPERABLE EXIT i ON SHEET 2B 2-MOUNTING SECTIONS CAN BE COMBINED OR ENTRANCE IN ANY WAY TO SUIT ANY INSTALLATION. FLORIDA BUILDING CODE(High Velocity Hurricane Zone) Stl• t(. ✓ ©2017 TILTECO INC.(ENGWEERWG) ©2017 EASTERN METAL SUPPLY,INC. PRODUCT withlbaF10Rda ,.`'�� .'�GEHS Ht.?tTTEH TECH, �xc� MAXI M IMPACT HVII HV2 ACCORDIONU SuTcia A' \ FL E SHUTTER Mi^Lel Dole ro uct Cotttm �'fl•� S .� �,s3ssILt 17 36th.TESTING St,Sas ENGINEERING No0+N r0ioRPivA,COMPANY ss 7485 AWEaf 22COURT .y.BLADE eoT OD IiV�Aomrdioa Shutter Syst�t s W 0 HV.WINDOW BLADE&N.V.BLADE 2 N OATS Drown b. LC. 55 7/28/1 DATE: 07/29/17 `' �•` SLR` Phone (30S)87t-1530,Fox:(305)871-1537 H1A(.EAHr FL 3301¢ 2 DRAWING No LI P-71— Lilo,F..l.crom 3 L 17-111 �� FC'�•'.:•••.•.•�� 1L EB-DDosn9 '�ey�s'10EIA�rr�L11 WALTER LTFLORIDAIRua.UT 44167E PH (305) 823-2323 FAX (305) 825-7979 s SHEEP �{ MIAMi-DADE COUNTY F.E. SEAEfrG��I7�Ti1RE/DATE 1 6 7 OF 28 ILS QN E O S D SEE NOTES ON LOCKING RODS 3® Hv LOCKS(D or(D OUT 9D INSTALLATIONS W Z 1 H V AND ALTERNATE KV LOCK®ON SHEET S. NEXISnNG GLASS ** BLADE SLACK DETAIL HVF IS VALID FOR ALL BLADE W HV CENTERMATES CENTERMATES MPLICATIGN WITH SLADE01 OR Exlsnrlc cars SEE END WALL CONNECTION SHEETS 11 2 ©+Q'@°R©+@+18 OR I 15. 2•x2•X,/e'X , II ® O�ooRR +Q®OoRR®19.+��5 °q --------------- -------- — --------' ---- -------- (6063-TES ALLOY)ALUM. lk 3 1/4, 7• 6 1/2• 7• ANGLE 14"O TAPOON 1/2" OPPOSING ANC.."SocoNCRETE SYMMETRYCAL , (TOP/BOTTOM)& CENTERMATESI (4)#10x1/2•S.M.S.TO TUBE I #10X3/4"S.M.S.O 12- CENTERMATES MIN. SEPARATION AT EACH ANGLE(rm) I o.C.FULL LENGHT. W/ HV LOCK �4 or 25 W/ HV LOCK" ar TO GLASS N \ * * * (SEESCHEDULE1ON 5 ® � 35 �N 35 3 5 1/2" . Oo I I I ©°^®°R©+DoRoRR1Q +©oA 1� OUT HV f-1 V f1 H VB H VC POURED CONCRETE AOR L ) 41ON CONCRETE BLOCK WALL EXISTING S+O OR +®OR®4 OR I (_———————————————— 1 Q-O OR©i OOR I I/I+Q OR——/ REQU EOclass © OOOOJLAss SYMMETRICALIN �6 +07 + i©6R�6 + 70+1®°R8 + $°a 19* 3°a 19+ 5 EXISTIN MIN. SEPARAT—____--- CENTERMATES 6 To GLASSMIN. SEPPARATIO I N * W/ HV LOCK o1(�6, (IMERIOR) + °q 19+ oa 19+ (SEE SCHED1)SHEET 12TO CLAS(SEESCHEDULE 0OPTIONALSHEET 12) (INTERIOR)L _ OUT _—_—_—_ CONCRETE--'i-- w1vARI 9. G;B o.c c — 3 vgRlEs 3 90' ® Z m OUT 6 1/2"MAX.SLACK_ OUT *35 (EXTERIOR) HVE ttt�JY HVF** HVD FLORIDA BUILDING CODE(High Velocity Hurricane Zone ©2017 TILTECO INC.(ENGINEERING) Q 2017 EASTERN METAL SUPPLY.INC. PRODUCT REVISED �,\CENSF'•.,•� p�e�I.�a�+{� MAXIMUM IMPACT HVII HV2 as cGmylyiug ndQl lho Fioiu'a : t• ` ���J i i dGCB TEcii� 11YC. Fuitd}n¢CtM° Acc°ytaaccT,n -0 X223 ACCORDION$NUTTER Hxyi, 'en Dete(1{L f� ; EC® 1�C BERTHA HV A=dion Shutter System T� (ASSA-# 26) .V.BLADE il W1 OR W/O H.V.WINDOW BLADE&H.V.BLADE 2 Sy mi-11D.1- °uct Cuntr - / r' 'ty�`� TILUT TESTING & ENGINEERING COMPANY - EV.K DESCRIPTION DATE C.-by; LC. .••�ORIDP 4A 6355 N.W.36th.St.,St.305,VIROINIA GARDENS,ILORIDA 33166 7485 WEST 2 COURT I OLD 15-155 07/28/1 DATE: 07/28/17 Phone (305)871-1530.F°X:(305)871-1531 a °-mad:tateoo®ool.eom HIALFaH, FL 33014 DRAWING No ONALE d'j111 WALTER EA.TILLIT Jr.P.E PH (305) 823-2323 FAX (305) 826-7979 4 17-1 FLORIDA Li°.1 44167 5 SHEET MIAMI—DADE COUNTY P.E. SEAL/SIGNATURE/DATE 6 8 OF 28 ALTERNATE INSTALLATION W/HV "T" LOCK &0. HV SEE END CONNECTION DETAILS. ON SHEETS 11 & 20 MALEZFEMALE "T" LOCKS CENTERMATES & LOCKERS �j 0) HV BLADE Fo-u-T] 90, 11 rl),�EXISTING GLASS 3LADE(D SLACKDETA IL HVF,INDICATED ON SHEET 8, AS WELL AS UNIVERSAL FLOATING BLADE(3)DETAIL H00-HW NDICATED ON SHEET 10,MAY BE USED WITH THIS ALTERNATE INSTALLATION DETAIL HVG SHOWN IN THIS SHEET 6-5-8- SEE END' CONNECTION DETAILS ON SHEETS 11 20 2 1 1 @-@-(a.@-& '�) �'< 1 @)-@-@'@-@-@ (6D ALUM. ANGLE WI(Z)1/4"9 TAPCON 1 1/2* ANCHO To CONCR L crop/earrom)& #OX3/4"S.ws.a (4)#104/2-S.MS. BE O.C. t2' ttAT EACH MA'NCLE.TU FULL LENGHT. MIN. SEP�IiATION 30 HV "T" F1 7N HV "T" G ASS To LOCK (INSIDE) (SEE SCHEDULE ON (Typ) r SHEE'12) kt 5 LOCK (INSIDE) 7 0 5 1 28 29 1 28 2- 35 (5 F6-0-11 35 3 2 1/4" 0-20 x 1- 1/2" S.S.M.S. 2 NYLON SCREW HEAD W/ 7/8"0 x 3/32" WINGNUT. SEE NOTE 6 FOR HV LOCK HV "T" LOCK (OUTSIDE) 1/4" 0-20 x 1" S.S.M.S. HV "T- LOCK (OUTS(DE) "T'LOCK, ON SHEET 5. W/1/4"O x 5/8" RIVNUT SERIES 9444 ALUMINUM HVG* (2024-T3 ALLOY)LARGE FLANGE THIN SHEET NUTSERT. PART#0820, AS MANUFACTURED BY AVDEL CHERRY TID(TORN,PARSIPPENY,NEW JERSEY 07054 OR EQUAL. FLORIDA BUILDING CODE(High Velocity Hurricane Zone) Q 2017 EASTERN METAL SUPPLY,INC. ........... PRODUCr REVISED ENs 0 2017 TILTECO INC.(ENGINEERING) MAXIMUM IMPACT HVI HV2 -FlImid. e, ,.-?-. - w omplyirlg with the ���Hvvt. % MLE�CO�i�- � BERTKA NV w Aon ShuyeBuilding Code ACCORDION SHUTTER IrT (ASSA # 26) J.V.RL IDE 41 W/OR W/O H.V.ININDOW BLADE&HY.BLADE L2 �9J F1 V.N, ocsciurnoN DATE 0.-b, LC. TILLIT TESTING & ENGINEERING COMPANY 7485 WEST 2 COURT I OLD 15-155 7/28/iDATE,. 07/28/17 6355 N.W.36tfu SL.Ste,303,MROINIA GARDENS.I'VAIDA 33199 (305)871-153 F..t(305)871-1531 HW.EAH, IL 33014 1 DRAWING Na Nip 3 *IV EEL- —111 1.9, 'q; It 0006719 17 ---,-ZON A L t WALTER A.TIUJr J,P.E PH (305) 823-2323 FAX (305) 826-7979 4 FLORIDA U.#44167 SHEET MIAMI-DADE COUNTY P.E. SF-AL/SIGNATURE/DATE 6 9 OF 28 SEE END WALL CONNECTION DETAILS ON SHEETS 11 & 20 F rExISnNG GLASS o-u T1 IN INSTALLATION C1 HV BLADE W/ HD CENTERMATES (D _CEXISnN(;CLASS --— ——— —————————— ——————————————————————————— (5063-TO ALLOY)ALUM. ANGLE W/T2)1/4'a (OPTIONAL) (OPTIONAL) CONCRETE o TAPGON AN. #10 x 3/4'S.M.S.0 12' MIN.SEPARATION (4) H.V. N RErE 0 TO CLASS J� (SEE SCHEDULE PINS (TYP.) IN 33 &c4)Tj I/�OS F (4) H TUYAT S.M.S.rO'CON SHEET U12 7 7T_-,_W\ _(TYP) - PINS ANGLE 5 6 1/2 (!Vp�m4.1)8� O.C. --------- -------- - - 1/2- 33 31 OR 2D 31 oR 32 (@1 31 oR 32 35 31 OR 32 i NDA—HVA 4 3 DB—HVB HDC—HVC (Opno' L) Fo-u-T] SYMMETRICAL HD CENTERMATES SyMMETRIQAL.HID. CENTERMATES W/ 6k* LOCK IN�LTERIQSR. — �.4 @� W1 a! LOCK. (EXTERIOR) 6 N) 0 54)+ SEE NOTES ON LOCKING RODSLO & HD 0 LOCKS ON SHEETS UNIVERSAL FLOATING SLADE3 DETAIL HDD-'HVD 15 VAUD FOR ALL CENTERMATES APPUCA'nONS WITH BLADE 3 z ......... HDD-HVD FLORIDA BUILDING CODE (High Velocity Hurricane Zone) a AL.T11 __ O 2017 Eel TERN METAL SUPPLY,INC, PRODv_-rpx.VISFj) 02?17 MTECO INC.(ENGINEERING) MAXIMUM IMPACT HVII HV2 ns eompL,viva.vial ale FL•alda9 % ER-TECH, ACCORDION SHUTTER t rVIT-E-C-0INC.iBERTHA KV'Am. (ASSA # 26) qv.BLADE#1 W/OR W/O H.V.'WINDOW BLADE&tTv.BLADE IEV.* DESCRIF71ON OATE o.-b. L.C. C TILLIT TESTING & ENGINEERING COMPANY 7485 WEST 2 COURT f OLD 15-155 o7/2a/17 DATE: 07 28/17 6355 N.W.361h.St.St..305,MACINIA GARDENS.rLOAJDA 33166 'tom 1y Ph— (305)871-1530 N. F..:(305)871-1531 HIALEAH, FL 33014 2 "DRAWING No VIl 0-61: 3 1 1 '97ONAL _11 WALTER EB-0006719 PH (305) 823-2323 FAX (305) 826-7979 4 17-11 1 FLORIDA A6 TILUT Jr.P.F — U..j 44167 5 SHEET MIAMI-DADE COUNTY P.E. SEAL/SIGNATURE/DATE 6 10 OF 28 • POURED CONCRETE OR POURED CONCRETE POURED CONCRETE R CON CONCRETE CONCRETE BLOCK WALL OR CONCRETE OR CONCRETE OR CONCRETE REQUIRED BLOCK WALL REQUIRED BLOCK WALL REQUIRED BLOCK WALL REQUIRED EXISTING CLASS EXISTING GLASS _.() 2"MIN EXISTING GLASS CONCRE�I:ANCHOR/ —EXISTING GLASS �T 1 ® 16"O.C. MIN.SEPARATION 2"MIN. �^— TO GIh55{�` MIN.SEPARATION MIN.SEPMADON NON,SPAft(TIONSEE SCHEDULE12 FFOR EIJOE NAND ro•Ww(SEE ; TO GLA S(SEE _ ro G ASS(SEF S SED AE ON SHEET SCH DU.E ON SHEET EO EQ SCHEDULE ON 5FiEET ON SHEET 28 FOR 12 FOR BLADE OAND ' 12 FOR BLADE( AND 12 FOR BLIDEGAND I/16"x3"MAX.• BLADES ® ON SHEET 28 FOR ON SHEET FOR ON SHEET 26 FOR (6063-76)COM. BLADES& 1/2" BLADES( u (LOCATE AT ( 13AL1FS©&® PLATE. (LOCATE)/2 ` a T--r� o O)SAl. CLOS IDE AT EITHER 510E ` + . 4•USE I"OR 2"MAX.�70xt 2'S.M.S, _—_—_ (AS APPUCABLE)x2"x1/8'zO'-2/ ALUMINUM CUP ANGLE/2'S.M.S 0 18"O.C.C. (6063-T6 ALLOY)AT MIOHEIGHTOy�,J (1) #IOxl/2'S.M.S.TO d(2)1/4"0 TAPCONS ANCHORS TO WALL AT T'O.C.(LOCATE AT SEE DETAIL X FO1 'OR F'1EITHER SIDE OF 4Q) OR SIDE CONNECTION �Tdl� �- SEE DETAIL X F ) OR �+ TO TRACKS 6 7++�8 0•A•� SEE DETAIL X FO 4 SIDE CONNECTION ®mC7'O O `L7'"' SIDE C °'® O O OmQ'h�O4 I g,0m 8 a,@•�a, TO TRACKS ,. a4 6. 7 w 8 0*�aT 10, �,�3••�•Q,^ TO TRACKS I END CONNECTION OF END CONNECTION DETAIL O) END CONNECTION DETAIL 4) END CONNECTION DETAIL b REQUIRED ONLY FOR SPANS GREATER TFIAIV 12'-0" POURED CONCRETE OR EXISTING 4 EXISTING GLASS CONCRETE BLOCK WALL GLASS REQUIRED MIM SEPARATION #1 1/2'S.M. MIN.SEPARATION -—J__—_ __--__— TO GLASS(SE ® 16" .. �7 LASS(SEE Y - �OR®OR�OR SCHEDULE ON SHEET' 12 FOR BLADE SAND _______ ___ __--___ ___ 12 FOR BLADE(DAND CONCRETE 1/2"MIN. �__-_ - _- O ON SHEET 28 FOR ANCHOR 01 ON SHEET 28 FOR -----�- ------ ---- CR 1 7J OR'I OR(1 OANCHOR BLADES ) ® 12.O.C. BLADES O&(9 4 ! 5 1 2"MIN. 4 - MIN. _ __ E OR$�OROOR EQ 2"MIN. O SEE UETIONS OF USE FOR t BLADE IA ON SHEET 28 �OR'{jOR(qOR0 VIE Y i OR (B PLAN DETAIL X lop®�O.UAa Bp.,1rDz•p�. ®m©•N.�"Q•l'7H POURED CONCRETE OR 1 OR � �R®,n«S f0•�R END INS ALLATION CONCRETE BLOCK WALL REQUIRED 10p@l1 HV BLADE OR HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL 5 p•�«® ©ap•�w �1 1 t1•"• Q NECTIO DETAIL a FLORIDA BUILDING CODE (High Velocity Hurricane Zone ....... `. ©2017 71LTEC0 INC.(ENGINEERING) 0 2617 EASTERN METAL SUPPLY,INC. PRODUCTREVISBU �' �\CEIIIS •.,d=� MAXIMUM IMPACT HV1 HV2 0-amplyin8 xi,16 it.norid6 , S1'tt3TT HMECH. INC. 00ilding COUe _ z • p, a _ACCORDI®N SHUTTER Ac<cpbnxc No b..7: 1f i :. rT C ASNC. A HV Acro ion strutter System aD61e i. V (ASSA # 26) .V.BLADE 1 W OR W 0 .V.WINDOW BLADE&H.V.BLADE 0y '�O;�� a� EY.Na DESCR1Pi20N DATE D.- L.C. SYimai Dad 0. c Como �'.� 'U Q� ��� TtLLIT TESTING & ENGINEERING COMPANY 7485 WEST 2 COURT , OLD ,y_1S6 07/26/1 DATE: 07/28/17 + /1. �QDIf1p•••,•((r !� 6355 N.W.36th.SL,St..305,VIRGINIA GARDENS,FLORIDA 33166 [' /I,�FtTIM Pfl—:(305)671-t530.Fox:(305)871-1531 HIAALEAH, FIL 33014 1 DRAWING No 07, NAL �� flfft a-maEB t00067191.com S ttt WALTER A.nun J,P.E. PH (305) 823-2323 FAX (305) 826-7979 4 17-111 �rrrrrrprttt FLORIDA Uc.q 44167 5 SHEET MIAMI-DADE COUNTY P.E. SEAL/SIGNATURE/DATE 6 11 OF 28 I ` SCHEDULE Wt SCHEDULE-#3 SF'NEb �,,f+t3 _ 5{(, XIMUM SHUTTER * NOTES, ♦ SfPA ATION TO GLASS RO TIR M NTS MAXIMUM SHUTTER SPAN L+" OR "L-" ft.) MAXIMUM SHUTTER ( PAN "L+" OR "L FOR INSTALLATIONS W SPAN "L+" OR 'L^° (1)L+:MAXIMUM ALLOWABLE SPAN FOR A GIVEN (t) SEE BELOW FOR MINIMUM SEPARATION TO ^ A /� ft.) INSTALLATIONS, POSITIVE A.S.O.DESIGN LOAD. GLASS SCHEDULE FOR SHUTTERS INSTALLED WITHIN OPNTFRMATES,(Z�L dt r7 Of Or W ONE (f{.� FOR ~TSTA IATIO ("� L-:MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE THE FIRST 30'-0"ELEVATION OF BUILDING HV(L CK or or 26 or HD W/ G 0 A.S.D.DESIGN LOAD. MEASURED AT BOTTOM OF SHUTTER. LOCK 34 WJG�tO�KING RODS 35R C 2522 0 E 21 & 22 W/ TV 3 CENTERMATES 2 29 W ONE HV 24 0 25 �26 LOCKS 2 PROCEDURE TO DETERMINE MAXIMUM SPAN FOR HV () (2)MINIMUM"SEPARATION TO GLASS FOR SHUTTERS 1 OR TWO LOCKIN WALL MOUNTINGS OR FLOOR/CEILING: INSTALLED ABOVE 30'-0"ELEVATION OF BUILDING, �} LOCK 30 W/ TWO LOCKING OCK 24 0 25 OR 26 W/ N 0 35 TOP BOTT6M W �N / / GIVEN A POSITIVE A.S.D.DESIGN LOAD,DETERMINE MEASURED AT BOTTOM OF SHUTTER 1S 3", & CONCRETE&WOOD MAXIMUM SPAN "L+"FROM SCHEDULE. I CONCRETE&WOOD INSTALLATIONS 0 N T TIONS LOCK 24 C R 2AE-0A M 6EE GIVEN A NEGATIVE A.S.D. DESIGN LOAD,DETERMINE OEM fi00R/CEILING A a t WALL MOU14UNGS UOT MAXIMUM SPAN "L-"FROM SCHEDULE. MINIMUM S PA A ON TO GT A c C HEDI n C: LOAD(na.t•) WALL MOUNTING MOUNTING LOAD(P'0't•} & LOAD(v•at0 BOOR/CfIUNG MOUNTING (+OR-) (+OR-} FLOOR/CE!!!NG MOUNTINGS (,OR_} FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE StiS ITTER W1 ONE LOCK WRt(OLIT LOCKING-RODS L+ (II) L-(R) 1+ (10 L-IT) L+ (8) L-(R) L i (tt) t-(R) MINIMUM DETERMINED SPAN BETWEEN'L+'AND'L-'. 30 13'-2' 16'-O" 13'-2" 16'-0" 30 12'-3' 14'-9" 30 13'-1" 15'-0' SHUTTER INSTALLATION W/ INSTALLATION W/ (3)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR a�. OPPOSING _ 35 12'-8' 14'-10" 12'-8" 14'-10" 35 11'-9" 13'-8" 35 12'-7" 15'-T COMBINATIONS IN BETWEEN WALL W/FLOOR/CEILING SPAN CENTERMATES CENTERMATES 40 12'-3" 13-10" 12'-3" 13'-10" 40 1 V-4" 12'-9" 40 12'-2" 15'-2" MOUNTINGS: 105"' 45 IV-111 13'-1' 11'-t 1" 13'-1" 45 11'-1' 12'-0' 45 11'-9' 14'-3' 3 5/161. 4' 50 r 11'-7' 12'-5" 11'-7" TV-$" 50 10'-9' 1t'-5" 5o 1i'-6" 13'-7' FORA POSITIVE AS.O,DESIGN LOAD: OR LESS DETERMINE: TO MAX 3 7/8's 4" 55 11'-4' 11'-10' i 1'-4" 11'-10" 55 10'-6' 10'-11" 55 11'-3' 12'-11' LI+=MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. ALLOWED Bo 11'-1" 11'-4" 11'-o' 11'-4" 60 10'-3' 10'-5" 60 11'-0' 12'-4' L2+=MAX.SPAN FOR FLOOR/CEILING MOUNTING ® 1' (3� 65 10'-10° 10'-10" 10'-7" 10'-10' 65 10'-0" 10'-0" 65 10'-9" 7 -11" INSTALLATIONS. USE INDICATED { D VALUES FOR HV CMATES 70 10'-6" 10'-6° 10'-2" iO'-6" 70 9'-8' 9'-8" 70 10'-7' 11'-51 FOR A GIVEN NEGATIVE A.S.D.DESIGN LOAD: - I 75 10'-1" 10'-1' 9-10" 10'-1" 75 9'-4' 9'-4" 75 10'-4" 11'-1" DETERMINE: MINIMUMSEE SEPARATION TO cc H 0 I t U-- MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. S}.L R OCK&TWO LOCKNG RODS OR E 80 9'-10" 9'-9" 9'-7" 9'-t0' 80 W-0° 9'-0" 80 10'-0" 10'-9" L2 MAX,SPAN FOR FLOOR/CEIUNG MOUNTING 85 9'-6" 9'-6" 9'-3" W-6" 85 8'-9" 8'-B' 85 9'-9' 10'-5 INSTALLATIONS. WITH ONLY TWO LOCKS 90 4'-3" s'-3` 9'-0' s'-3" s0 8'-6" 8'-6" 90 9'-5' 10'-1' FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE SHUTTER INSTALLATION W/ INSTALLATION W/ BS B'-0" 8'-9' 8'-9" 9'-0" 95 B'-3" 8'-3" 95 9'-2" 9'-To' MINIMUM BETWEEN'Li+'.'11+','L1-'AND 12-" SPAN a�RI OPPOSING 100 8'-9' e'-4' 8'-s" e'-s' 100 8'-1' e'-1' 100 W-0' CENTERMATES CENTERMATES 105 8'-7' 7'-11" 8'-4" 8'-4' 105 7'-11' 7'-11" 105 8'-9' 9'-4" (4)GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 105" 2 3/4' :a 3 3jt6" ALLOWABLE SPAN AND NEGATIVE A.S.D.DESIGN LOAD TO OR LESS 110 8'-4' T-7" 6'-2" --i-ti" 110 7'-B" T-T 110 8'-T 9'-2" DETERMINE MAXIMUM ANCHOR SPACING. 115 8'-2' 7'-3" 8'-0' 7'-7" 115 7'-6" 7'-3' 115 8'-4" W-11" ALLOWED TO MAX. 3 i/4" +:a 3 /j4" 120 8'-0- 6'-11" 7'-10' T-4" 120 7'-4" W-11" 120 W-2' 8'-9" ALLOWED � 125 7'-10" 6'-8" 7'-8" 7'-0' 125 7'-3" 6'-8" 125 8'-O" 8'-5" 0 MAXIMUM SHUTTER SPAN "L+'OR"L-"FOR� �* USE 2 15/16"FOR 1IV T,LOCK'Cl W/ 130 7'-8" 6'-5' 7'-6" W-9" 130 7'-1' 6'-5" 130 7'-10' 8'-1" INSTALLATIONS INTO WOOD SHALL BE LIMITED TO f05 USE USE 4 D V FOR HV'T"LOCK 0 AT 135 7'-7" 6'-2" 7'-4' 6--6" 135 V-it' 6'-2' 135 T-9" T-9" ps1.A.S.D. DESIGN LOAD. USE INDICATED VALUES FOR HV CENI MATES- 140 T-5' 5411' 7'-3" 6'-3" 140 6'-10" 5'-1 I' 140 7'-7' 7'-6" INSTALLATION LEGEND 145 7'-3" 5'-9" 7'-1" 6'-0" 145 6--e- CONCRETE 145 J'-5' T-3" 150 T-2" 5'-T T-0' S'-10" 150 6'-7" 5'-T 150 T-4' T-0" tTLV. CORNER CENTERMATE/j3 MAY BE CONCRETE&MANSORY WOOD t55 7'-0" 5'-5' 6'-10" 5'-8" 155 6'-6' 5'-5" 155 7'-2' 6'-9' USED AT ALL MOUNTING IN5TAUATIONS, LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON A, 8, C, D, E. M. N. 0, P.0. R. 160 W-11" 5'-2" 6'-9' W-6" 160 6'-5" 5'-2" 160 7'-1' W-7" WALL 165 W-10" 5'-1" 6'-8° S'-4" t65 6'-3' S'-1" i65 T-0' 6'-4" MANDATORY CONDITION(�2 NOTE f)5,SHEET 5. MOUNTING F, K & L. S&V. 170 60-9"k 4'-11" 6'-7" 5'-2' 170 6'-2" 4'-11" 170 61-11" 6'-2' FLOOR CEILING 175 6'-7' 4'-9" 6'-5" 5'-0" 175 6'-1" 4'-9" 175 6'-9" 6'-O" MOUNTING G, H, 1 &J. T, U, W& X. 180 6'-6' 4'-8" 6'-4" 4'-10" 160 1'-0" 4'-8' 180 W-8" W-10" 185 6'-5" 4'-6' 6'-3' 4'-9' 185 5'-11' V-6' 185 6'-7' 5'-8" 190 6'-4' 4'-5' 6'-2° 4'-7" 190 5'-10" 4'-5' 190 6'-6'8' 5'-6" i I 1 N V BLADE ONLY 195 -3' 4'-3' 6'-1' 4'-6" 195 5'-9" V-3" 195 6`-5" 5'-5" `.,.� 200 6'-2" 4'-2" 6'-0" 4'-5" 200 5-9;......4'-2" 200 6'-4' 5'-3" ' 205 6'-0" 4'-1' 6'-0" 4'-3" 205 :5' 205 6'-3' S'-1" FLORIDA BUILDING CODE(High Velocity Hurricane Zone 1 _ ®2017 EASTERN METAL SUPPLY,INC. PRODUCT REVISED .° '',°' �a 41 YK (ENGINEERING) MAXIMUM IMPACT HV4 HV2 ��CE1V ©2017 DLTECO INC.(ENGIN ) aacOmpt}3ngaiLhchcFICA& INC._ AXI C BDlding Codc Wl�y�j('� No.4 SItUTTEfl=TECHr INC. ACCORDION SHUTTER AOceptarre NO 7EC BERTHA HV Accordion Stutter Syslrtn Lxpi Lac De30 2. V 701�m-. (AssA,# 26) tt.BLADE#1 W OR W/O E.V.WINDOW LADE&H.V.BLADE EY.N DESCRIFRON DATE D—b,. L.C. 70v&r L17n aducl COTrro Q P,.✓'( � TLLUT TESTING & ENGINEERING COMPANY 7485 WEST 2 COURT 1 OLO i5-155 7/za/1 DATE: 07/28/17 _ OR v \ R15S N.W.360,SL.Ste.305.MRGINtA GARDENS.FLORIDA 33188 Phony:(3OS)671-1530.Fax:(30.5)871—t53t HIALEAH. Ft 33014 2 DRAWING No E OD06OaGl.com 3 ���f�iffttFFf f X11 WALM LUT 4.P.E. 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YiWY�_iiWii HtALDH, FL 33014 0��� tI MAXIMUM ANCHSCHEDULE FOR A GIVEN MAX, SHUTTER SPAN, &&D. SPECIFICATIONS ON ANCHOR REQUIREMENTS'POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES DESIGN NECAM LOM AND A CORRESPONDING MOUNIFING TYPE FOR WNCREIE IUMMUS (SEE MOUNRNG$F 0,&H ON SHEETS 0 ft 7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED CONCRETE (A) To EXIONO POURED CONCRETE--(Min.Cc-3 k.0 mikalum (E)WALL SILL MOUNTING @ CEILING MOUNTING O FLOOR MOUNTING ANCHORS SPACING LEGEND 1/4"0TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUIUmc(Mi-.f*-=3 k.0 SPAN 1/4"0 x 3/4"ALL POINTS SOUR-SET ANCHORS,AS DISTRIBUTED By ALL POINTS scFww. BOLT.&SPECIALTY COMPANY.(min.r.= 3 ka) LOAD I (R) S.D.DESIGN NEGATIVE LOAD(psf) ASA.DESIGN NEGATIVE LOAD(Dsf)I A.S.D.DESIGN NEGATIVEp0 1 BLUE TAP CONCRETE ANCHORS W1 CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. I-. c- 0 1201V501205 I/VO TAPPER+ANCHORS AS MANUFACTURED By POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY 301401601 7519 30 40160 75 120116OJ2051 30 40 601751 90 12DIISO 205 TAPCON WITH ADVANCED 14 12 10 9 8 8 6 5.5 14 12 10 9 6 8 1 6 14 12 10 9 8 8 - - THREADFORM TECHNOLOGY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 3'-0" - - - - - - - - - - - - - - - -114 12 10 9 a 6 6 ALL POINTS SOLID-SET (Mi..fc=3 ki) OR LESS 1+ 12 0 9 8 8 a 6 14 12 10 9 8 8 6 8- 14 f2 10 9 8 6 5 BLUE TAP W/CAP NOTES; ANCHORS AND TAPPER+ANCHORS IS 14_[,_2_ 10 9 8 8 6 7 14 12 10 9 1 a 8 6 0 14 12 10 9 8 8 5 0 TAPPER+ MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPOON WITH ADVANCED THREADFORM TECHNOLOGY 14 12 10 9 a 7 3.5 3,5 f4 12 10 8 8 6 6 14 12 10 9 8 8 6 5 1 3/4',AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. - - - - - - - - - - - - - - - - - 14 U! 10 1 5'5 A.2)MINIMUM EMBEDMENT OF 1/4"o x 3/4"ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8'INTO THE POURED CONCREIE,NO EMBEDMENT 14 _12 0 9 8 8 6 4 14 12 10 9 8 8 6 72 10 9 8 6 4 3.5 -0 LONG MINIMUM SHOULD STUCCO ,L_ - INTO STUCCO SHALL BE PERMITTED. 1/4"0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2 14 12 10 9 0 8 6 4.5 14 12 10 �r_8 6 I± 10 9 8 8 6 4.5 4__L2_ - -_ EXIST.AND I"MINIMUM FOR WALLS WITH NO STUCCO. 14 12 10 9 7.5 5.5 3.5 - 14 12 10 9 a 8 6 5 14 12 USE FOR[ 110 9 8 7 5,1 4 _�F 28 5'-0' I±_ 12 10 9 8 8 6 4.5 A.3)IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE BASTING WALL OR FLOOR. 14 _L2_ 10 1 9 a 7 4 14 12 110 9 8 6.5,5 34 14 12 10 8 ",5 3.5 L ANC14ORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INOICkTEO ON 14 12 10 1 9 1 8 7.5 4.5 14 112 110 9 _2_ 8 6 45 4 12 10 9 8 6 4.5 3.75 NOTES AI)&&2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 14 12 9.5 17.5 16.5 4.5 - 14 1 12 110 9 a 7.5 5.5 4 14 12 10 9 8 _6_±5 1.5 INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 28A. -, - 14 �L2_ 10 2L 5 15 6'-0 _14�12 10 kol 7.5 5.5 -1 14 12 110 8.5 7 5.5 4 3 1 12 a 6.6 54 4 3 TO EXISTING CONCRETE BLOCK:(ASTM C-90) (B) TO 6 14 12 1111 9 8 6.5 5 3.75 14 12 10 85 8 4 - 1/4-o TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY LTW.8UILt JL 14 12 8 16.5154 3 14 12 10 9 a .5 44 3.5 14 12 10 8 7 5 3.5- 3. 1/4*0.31r ALL POINTS SOUD-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPE COMPANY. 7 - - - - - - - - 14 9 7Z 5.5 4 3 1/4 0 SLUE TAP CONCRETE ANCHORS W1 CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC, -.=- - _12 _10 - BOLT&SPECIALTY 14 t2 10 1 8 16.5 4 14 12 9 6 . 3,5 - 14 tO.5 7 55 4.5 3.5 - - 1/4"0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED By ALL POINTS SCREW, - -f+-_12_ 10 18.51 4 - 14 12 10 9 7.5 5.5 4 - 14 12 1 7 75 ±1 - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH ME AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 14 11 44 - _7 14 12 1 9 7,5 5.5 4 M 12 9 7 6 4.5 3 NOTES: 8--0' -7- - - - - - - - - - - - - 14 12 10 8 6.5 5 3,5 TAPCON WITH 8.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4"AND 14 12 7 5.5 14 8 6.5 &51 4 3 IMS 9.5 6 6 4 3 - _r4 12 1 7.5 6_ 14 12 9.5 6 6.51 5 - 14 12 5 6 6.5 4 7- ADVANCED THREADFORM TECHNOLOGY ANCHORS IS I". 13 9.5 16.3 1 5 13.5 - - - 14 12 10 8 16.51 5 IL 12 8 6.5 5 4 - B.'2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4*ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 9._O. - -I-I-I- -I- - - - - - -I- - - 14 12 811 1 7 5.5 4 1- EMBEDMENT INTO STUCCO SHALL BE PERMITTED, 1/4-0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO f4 M51.7.5 1 6.J_4 - - I- 14 11 7 5.5 5 3.5 - -it 8 5.5 14.5 3.5 - I- I I EXIST,AND I"MINIMUM FOR WALLS WITH NO STUCCO. 12 1 8 6.5144 - - - 14 12 9.5 7 &S 4 - 14 ICS 7 15.5 6 4.5 - 11.5 5.5 4 - - - - 14 12 9 7 6 4.5 14 11 7 15.5 4Z 3.5 - 151 8.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. JOI-C" - - - - - - - - - - - - - - 14 f2 8 1 6 8 4 - ANCHORS SHAM.BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 fO-S 7 5 3.6 - - -113 9.5 64 5 4 3 10 7.5 5 4 3 - - - NOTES B.1)&F12)ABOVE,FOR INSTALLATIONS ON VINYL SIDING OR FJFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. 14 11 7.5 5,5 - - - -114 11.5 9 6 5 4 MS 9.5 0 !1 4 4 FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 28K 1015 8 5 - 14 12 8 6.5 5-5 4 13 10 65 5 4 3 - - - - - - _m_ - - - 14 10.5 7 5.5 4.5 3.5 (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 12.5 95 5 - - - - - 12 _2 0 4. 9 7 4.5 3.5 3 - 14 10 7 - 14 10.5 7 54 4.5 - - - 11.5 83 55 "13.75 - - - (0) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.D.)VERSUS SPACING,RELATIONSHIP FOR ANCHORS. 1.5 7 4.51- I- 14 111.517.5 S 5 1- I- 12 9 _jII_4.5 4 - - - I'll, 1:11 HEODULE FOR AN09115! 12*-0" - - - I- I- 4 gD . � sp, - - - - - - - LI 10 65 5 Of jjjj� 11.5 8.5 441-I- - - - It 8 &5 4 3.5 0 6 4 3 - - - - MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW,FOR E D.LESS THAN THE INDICATED,REDUCE F:Ls-F-5 6 1- 13 9,5 6.5 5 10.5 a 5 4 - ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 0.5 - I - - - - 14 10.5 7 5.5 4.5 It 8.5 5.5 4.5 3.5 REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACIJI ANCHOR TYPE. I FACTOR _�L _±__z - - ag 110 74 6 4 3 - - - 7.5 55 4 3 - - - - ACTUAL TAPPER + EDGE Too"W/ADVANCED THRE"22"M TECH ALL POINT SOLID SET 13WE TAP W/CAP 12.5 0.5 - - - - - -112 9 6 4.$ 4 - - - 9.5 7 5 4 - - - - DICIANCE-MIN,SPACING MIN.SPACING 8 6 - - - - - -Ili 915 64 5 - - - - 10.5 7.5 5 4 - - - In HV BLADE OR 1. ANG-3 1 MiN*SPACING 3 3/4- 4. - E.O. 4 MIN.SPACING ut/2 - - - - - - - - 11 5.5 4.6 POURED CONCR F. 14'-0" - - - = Z�LBLADE WZ P11RE)ODOIEFE 0ONGIEFE POURED CUNCRhIL& FOURS)CONCRETE CaXFM S_QG( 10 7.5 - - - - - -1 9 7 4.5 3.51- - - - 7 5 3,5 3 1- B= CONCRETE BLOCK CONCRETE BLOCK MIN.M-3 I MK ED.-2 1/2! 11.5 8 - - - - - - 11 8 5.5 441- - - - B .. 4. - HV WINDOW MR.EM r 3 11r MR.M-2 1/7 UK ED.-3 11t DIN.Em-'r 7.5 - - - = - - - 12 9 a - I- - 9. 1.0 0.78 15'-0" - - - - - - -m_ _ - 10.5 a 1 5 i- BLADE WORKING 2 1/2' .81 1 1.0 0,67 9 - - - - - - - 8.5 6.5 4 . 5 1 3 - - - - IN UNISON ♦ 2 0.71 - 0.51 8.5 6 1 4 - - - - 0.43 11Z SLS 55 6.5144 1 3/4' - - - - - - - 7.51 5 - - - - - 0-35 16-0 1 1/2" 1 8 6 4 4-5 9.5 9.5 7 5 6 4 f-, FLORIDA BUILDING CODE(High VeIO&ity Hurricane Zone) [14 l_ 'I. * 4 t6l 7 9 4 [45 1 4 1�1� 6 S S ID 9 E 1 4 'D G r '.S 1 4 'D El 1 4 7.5 1 4 4 [14' ELS It.5 �.5 4 1. 12 5'!� !I., I, B., �5 E 41 5'ji '55 ,IS 05 -1 0 S I. Ir ............. @2017 TILTECO INC.(ENGINEERING) C 2017 EASTERN METAL SUPPLY,INC. PRODUCT IM-VISED MAXIMUM IMPACT HVII HV2 wc ly.8 Witt,tho Flaido ER-TECH. mr- ACCORDION SHUTTER cL _503 Shutter System EC NO 44167 • 0 BERTIIILA HV'AcOurdlion V �a'De (ASSA # 26) 0.BLADE 01 W1 OR W/O HV.WIN BIRD &H.V.BLADE AOce IEV.N. DESCRIPTION DATE Drawn br. LC. ' i TILLIT TESTING & ENGINEERING COMPANY 7485 WEST 2 COURT o7/28/11 DATE: 07/28/1-7 4 'i Dol t OLD 15�155 Im Dad Na Celt • 6355 N.W.Mtn.SL.Sto.MS.VIRGINIA GARDENS.FLORIDA 33166 Ph (305)871-1530.Fax:(305)871-1531 HW.FAH, FL 33014 2 DRAWING No 0-ma;4 tiftOWecoocol.com 3 17-111 EB- 6719 WALTER A.TILUT J,P.E. PH (305) 823-2323 FAX (305) 826-7979 4 FLORIDA U..111 44167 5 SHEET MIAMI-DADE COUNTY P.E. SEAL/SIGNATURE/DATE 1 6 14 OF 28 € I 1 t I I I,f !•MIKIUM ANCHOR* SPACING (Di 1 5pdKEDULE FOR A GIVEN Apex SHUTTER SPAN, A.50, DESIGN NEGATIVE LYPE FOR CONCRETE INSTALLATIONS (SEE MOUNTINGS 1,J.K&L ON SHEET 7) t POURED CONCRETES SPACINGF• ND M"IM.UM 1)WALK OYER R 1 TRENCH (A)RNNGUARD MOUNTING I (g)WALL/FLOOR MOUNTING (DWALL/PTALK OVER MOUNTING SPAN A.S.D.DESIGN NEGATVE LOAD(psf) AS.O.DESIGN NEGATIVE LOAD(PST) A.S.O,DESIGN NEGATIVE LOAD(PSO AS.O.OESIGN NEGATVE LOAD(P6f) TAPCON WITH ADVANCED (a) THREADFORM TECHNOLOGY 30 40 60 75 90 120 160 205 30 40 80 75 90 12011601205130 40 60 75 90 120 160 205 30 40 60 75 90 120 1601205 AL1.. POINTS SOLID-SET 14 12 10 9 8 8 6 6 12 12 12 12 12 11.5 8.5 6.5 7 7 7 7 7 7 7 5.5 5 5 5 5 5 5 5 5 3'-0' 14 t2 t0 9 8 e a 6 72 12 112-112 12 12 94 7 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5- 5 BLUE TAP OR LESS 14 72 70 8 s a 6 8 12 12 12 12 05 8 e 4.5 7 7 7 7 7 7 7 8.5 5 5 5 .5 5_ 5 5 5 TAPPER+ S4 12 t0 9 6 8 6 8 72 12 72 12 12 70 7.5 8 7 7 7 7 T T 7 .7 5 5 J-b E 5 8- 5 6 14 12 70 9 8 B 8 6 12 12 12 12 1.S B.5 6.5 5 7 X77 7 7 5.5 4 5 6 5 5 5 5 5 4 4'-0' t12 IO 9 8 B B 8 12 12 12 12 12 9.5 7 5.5 7 7 7 7 T 5 9 S 54 12 10 9 8 88 8 12 12 72 9.5 B 6 4.5 3.5 ? 7 7 8.5 5 5 5 5 5 S S S 5 14 12 10 B 8 a 0 8 12 12 12 12 10 7.5 5.5 4 7 7 7 7 5.5 6 5 5 5 "u 5 514 12 f0 9 8 8 6 6 t2 12 12 it 9 7 5 .4 T 5.5 4 3 5 5 5 5 5 5 4 3 14 72 10 9 8 8 a 6 i1 12 12 12 10 7,5 5.5 4 7 7 7 7 7 b 5 S 5 5 9 5 514 12 10 B B 8 8 612 12 B.5 7,5 6 4.5 3.5 - 7 7 7 5 3,5 5 5 55 5 5 4 'K SEEANCHOR14 12 TO H B 8 0 6 12 12 12 9.5 B 6 4.5 - 7 7 7 5.5 4 5 5 5 5 6 S. 5 # 14 12 10 8 8 B 8 5 t2 12 11.5 9 7.5 5.5 4 3 7 7 7 7 7 4.5 3.5 - 5 5 5 5 8M15SPECIFlCATIONS6'-0„ 1472 f0 e 8 8 e 6 12 t2 12 10 8 8 4.S3.5 7 r 7 7 7 7 7 7 5 5 5s 5i4 12 10 8 8 8 6 8 12 12 B a 5 4 3 - 7 77 7 7 5.6 4 - 5 5 85 514 12 10 9 8 8 6 8 12 12 10 8 6.5 5 .75 - 7 ? 7 ? 7 6 4,5 - 5 514 12 10 e 8 8 6 8 12 12 10 8 e.S 5 J.S - 7 7 7 6.5 5.5 4 - - 55 57'-0" 8 6 8 12 12 12 6.5 7 S 4 3 7 7 77 75 St4 t2 10 9 a 6 S 6 12 10 6.6 5 4.5 3 7 777 6.5 5 3 5 S 9 54 12oa86e s t2 Iz a.s 7 5s 4 - - 7 7 7 7 7 5 - - s s 5 s 5 0 VALID ONLY FOR UP TO +70, -75 14 t2 10 a a s 6 - tz 1z e.s 7 ss a 3 - 7 7 7 55 4,s 3 - - s s a 5 45 3.5 - - PSF A.S.D. DESIGN PRESSURE 14 12 10 9 9 a 6 - 12 12 10.5 7S 6 4.5 3.5 - 7 7 7 7 7 7 7 + 5 s s s 5 s 5 s RATING & FOR SPANS PER 14 12 10 9 8 e 8 - 72 B 6 4.5 4 J 7 7 7 7 5.5 4 - - 5 5 5 5 5 4 3 - SCHEDULE #4, SHEET 12 T4 m 70 9 6 8 6 - 12 i! 73 6. 5 .75 - - 7 7 7 7S 6 4.5 - - 5 5 5 5 5 4.5 - - 12 t0 9 6 B - 72 15 7.5 6 5 35 - - 7 7 6.5 5 4 - - 5 5 5 5 -i- 14 3 - - t# t2 70 9 8 8 - 12 12 9S 6.5 5.5 4 3 - T ? 7 7 T 7 6 3 5 5 5 5 5 5 5 5 14 12 10 B 8 0 - 0.5 8 5 4 35 - 7 7 7 e 6 J.5 - - 5 9 5 5 5 4 3 14 12 t0 B e B - 12 10 8.5 S 4.5 - - - 7 7 7 6.5 5.5 - - 5 5 5 5 S 4 14 12 70 H 8 8 - 12 0.6 7 5.5 4.5 3.S - - 7 7 SS 4.5 3.6 - - - 5 5 5 4.5 3.5 - - - 1G'-0"14 12 70 8 8 B - - 12 11 0.5 6 5 3.5 - - 7 7 > 7 7 7 4.S - 5 6 5 5 5 5 5 4.5 7+ 72 10 9 a e - 9.5 7 4S 35 3 - 7 7 1 5.5 4.5 - - - 5 5 5 5 4.5 3S - - 14 12 10 9 8 6- - 12 9 6 5 4 7 7 7 6 S - - 5 5 5 4.5 5 - - 14 12 to 9 8 6 - - 12 95 5 5 4 3 - - 7 7 5 4 3 - - - 5 5 5 4 3.5 - } 1._O„14 12 10 B 8 8 - - 12 to 7 5.5 4.5 7,5 _ - 7 7 7 7 7 7 3_5 - S 5 5 5 5 5 5 4 ! , 74 12 10 8 8 a - - 11 8.5 4 3.5 3 - - 7 7 6 5 4 - - 5 5 5 ( ") } H (J BLADE O IBJ LY T4.t2 70 9 8 8 - - ii 8 5S 4 - - - - 7 T 7 SS 4S - - - 5 5 S 5 4.S - - - 1 ' Y 14 12 10 9 B - - 1.5 8.5 5.5 4.5 35 - - - 7 7 4.5 J.5 - - - - 5 5 4.5 3.5 3 - - }2,-0„14 12 70 9 B - - - !2 9.5 e.5 5 4 3 - - 7 7 7 7 7 a 3 - 5 5 5 5 S 5 4S 3.5 l+ 12 10 9 8 8 a 4 3 7 7 5.5 4.5 3.5 - - - 5 5 5 4.5 4 3 - - 14 12 10 9 8 - t0 75 5 4 - 7 7 6 5 - - - 5 5 5 5 4 t4 12 70 9 8 - 0.5 8 3 4 3.5 - - - 7 6,6 4S 3.5 - - - 5 5 4.5 3.5 3 - - - I 13,-0„14 12 10 9 8 - _ _ 1.5 85 6 4.5 3.5 3 _ _ 7 7 7 7 7 4.5 _ _ 5 5 5 5 5 5 4_5 3_5 ` i+ 12 iD 9 e 7 5.5 3.5 3 7 7 5 + 3 5 5 5 # 3 14 12 10 9 8 B 7 4S .75 - 7 7 5.5 4.5 - - - - 5 5 5 4.5 4 - - - 14 12 10 9 - - - - 10 7.4 5 4 3 - - 7 6 4 3 - - - - 5 5 4 3 - - - - „14 /2 t0 8 - - - - 0.5 8 65 4 3.5 - - 7 7 7 7 7 4 - - 5 5 5 5 6 S 4 3 14'-0 /4 12 10 9 - - - 6S 5 J - - - - 7 7 5 35 - - - - 5 5 6 4 - - - 14 12 10 8 - - - - 85 85 4 - - - - - 7 ? 5 4 - - - 5 5 14 12 10 - - - 9 7 4.5 3.5 3 - - - 7 5,S 3.5 - - - - - 5 5 3.5 3 - - - t6,_0„t4 12 /0 - - - - - t0 7.5 5 4 3 - - T 7 7 7 7 3.a - 5 iS 12 10 - 6 4.5 3 7 7 4S 3 - - - 5 S 4.5 3.5 14 12 10 - - - - 8 6 4 - - - 7 7 5 - - - - - 6 14 t2 70 - - 8.5 85 4 3.5 - - T S.S 3.5 - - - - - 5 5 L 14 12 i0 _ _ - 9.5 7 4.5 3.5 3 = _ - 7 7 7 - 5 5 5 5 5 4_S 3_5 - I 7+ t2 10 - - - 6 4.5 3 - - 7,6S - S 5 4 35 - L 14 lz 10 - - 75 5.5 .7s - - - - - - 5 5 45 - - - - FLORIDA BUILDING CODE(High Velocit �Hurricane Zone) 0 2017 EASTERN METAL SUPPLY,INC. f41 •�`��`� Q 2017 71L7EC0 INC.(ENGINEERING) MAI'ZIMUM IMPACT HV1 HV2 rRoaucTR�v1s>n 1!t{�� ,t4�}} LL��•� ��HUTTEH UCH. mc. ACCORDION SHUTTER we emP13-mg With the Ftaladu �+ 1YL�,'fY1Ya `` r".. P10ding Cade ^ /�► °- Accel;.larce Nos},t ,�, ` y® I N C. 6�8THA HV Aecocdion ShOttei S.Ystem E-10 'aaDale G J.L:� (ASSA # 2e) .V.B E 1 WY OR W O H.V.WINOW BLADE&HY.BLADE 2 :� ' EV.N DE50ti1PTtON DATE Omen 6. LC. :-Npill :,d RTO r•r� `>,i T)LLIT TESTING & ENGINEERING COMPANY 7485 WEST 2 COURT I OLD 15-755 7/28/1 DATE: 07/28/17 w.Of IDL 0 t^ e01 ,• 44 6355 N.W.361,.SL,Ste.305,MAGINIA•OA.O Ul FIAPJOA 33188 Phone:(305)877-1530.Fax:(305)s7t-1531 HiALEAH, FL 33014 2 DRAWING No Ai a-moEB!00067719.com 3 17-111 ER ���i�i�t/✓dH� WALTA nUJT ac.P.E. PH (305) 823-2323 FAX (305) 826-7979 4 FLORIDA Lie, 44167 s SHEET MIAMI-DADE COUNTY P.E. 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IL ECO �F7� i TILLIT TESTING & ENGINEERING COMPANY 7485 WEST 2 COURT -- �• F�, ' F Do de Contr-1 6355 NA 369, ! -�� FLon,i i 0�� MAXIMUM ANCHOR+ SPACING (in.) SORE DULE-FOR A GIVEN MAX, SHUTTER SPAN. NEGATIVE A.S,D. DESIGN LOAD ANDA CORRESPONDING MOUNTING TYPE (SEE MOUNTINGS ON SHEETS 18 & 19) SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN. CDX DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD MAXIMUM SPAN CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T, CEILING MOUNT T WALL MOUNTINGS PAN WALL MOUNTINGS WALL MOUNTINGS FLOOR MOUNTINGS FLOOR MOUNTINGS FLOOR MOUNTINGS (ft) M, N� 0 & R W & X , N, 0 & R W & X M, N, 0 & R W & X p & Q SIEGATIVE A.S.R.DESIGN LOAD W NEGATIVE AS.D.DESIGN LOAD(pf EGATIVE A.S.D.DESIGN LOAD(Psf NEGATIVE A.S.D.DESIGN LO (,e]NEGATIVE A.S.D.DESIGN LOAD PIT,NEGATIVE A.S.D.DESIGN'LOAD- (1-'4EGAT'VE A.SZ.DESIGN LOAD(W -- T .30 140 1 60 1 75 90 1105 30140 160 175 190 11051 30 140 160 175 90 105 30 40 60 75 '90 1051,30 140 160 175 90 105 30 75 .40TSOT 90TIOS 30 40 60 75 90 105 3'-0'OR LESS 12 10 10 9 8 8 6 16 1 6 6 6 15 112 10 101 9 8 8 6 6 6 6 5 4 112 110 110 9 8 8 6 6 6 14.5 4 13 6 5 4 4 4 3 8 1 6 6 6 5 4,5 j 4 112 10 10 9 8 8 6 -6 7-4-5 F_ 3 12.5 - 0 lo 9 8 3.5 6 5 4 4 4 3 4�-Oof T2 1 6 &5 4.5 3.5 3 12 1*0 10 5'-0" 12 10 10 9 8 8 1 6 6 5 4 3.5 3 IT2 To To---6--8---d'- 6 6 4.5 3.5 3 2.5 12 10 10 9 8 7 6 5.5 3.5 3- 2 2 6 5 4 4 4 3 --47.5 6 5.5 3.5 3 2.5 2 12 10 10 9 6 3 6 4.5 3 2 2 - 6 5 4 4 3.5 - 7'-0" 12 10 10 9 8 6.51 6 6 4.5 3.5 3 2.5112 10 10... -------- 3-2.5 2 12 10 10 9 4.5 3 6 5 3 2.5 2 12 10 10 7 3 5 4 2,5 2 - 6 5 4 4 - - 8'-0" TO _�O 9 6.5 4 1 6 5�5 4 6 5 4 - - - -0. 12 10 10 7.5 4.5 3 1 6 5 3 2.5 2 2 12 10 10 5.5 3 5.5 4 2.5 2 2 12 110 10 4 4.5 3 2 ... 2 2 6 2 21 2 91-0. 12 10 10 3.5 64.5 3 2 2 12 10 8.5 4 - 5 3.5 2.5 2 12 110 1 4 2.5- _6 5 3.5 - - - 12 110 1 3 1- - - 3.5 2.5 - 6 - - - - _[L2�10 7.5 4 - 5 4 _5 12 10 5.5 3 - 4.5 3 2 - _L - i-=1 12 10 - - 3 2.5 - 5 11-0, 112110 5.5 - - - 1 5 13.5 2 - 12 10 4 - - 4 12'-()' 112110 4.5 - 12 - 12 10 3 - - - 3.5 2.5 - L2_10 3 2 - 6 5 - - - - 13'-0" - - - - 12 2.5 2 - 6 4 - - - 14'-0" - 13'-0" 12 110 - 3 - - - - 12 10 - - - - 14'-0" 12110 - -3 - 12 7 - - - - 3 -7 - -- - - - - 2.5 2 6 3 - 15'-O" I O� -- 11.5 121- - 6 5'-0" 3,51 - 12 - - - - 3 - 16'-0" 2 L7 1 6 121- .3 12 + NOTES ON ANCHORS REQUIREMENT& WOOD SUBSTRATES, 1.ANCHORS To WALL,FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: -1/4*0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.B ILDEX W/MINIMUM THREADED PENETRATION AS INDICATED AT EACH SECTION ON SHEETS 18& 19. n1 HY BLADE OR HY - BLADE WZ EXCEPTION:SEE NOTE 2 BELOW. 2.ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U.SHEET 19 AND SHALL CONSIST OF H WINDOW BLADE WORKING IN UNISON * LAO SCREWS AS PER UjD.S.2015 SPECIFICATIONS. 3,SUBSTRATE SHALL CONSIST OF THE FOLLOWING: ♦ SEE LIMITATIONS OF USE OF -SOUTHERN PINE Na.2 W1 G-0.55(N.D.S) BLADE(B ON SHEET 28 -DOUGLAS FIR W1 G-0.60(N.D.S.) -SPRUCE PINE FIR NORTH W/G-0.43(N.D.S.) -SPRUCE PINE FIR SOUTH W1 G=0.36(N.D.S.) -MAN. 1/2 COX PLYWOOD(1986 APA) 4.ANCHORS SPALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AN SIlG61IONS OF E k.T, ANCHOR'S MANUFACTURER. "..I" muli-, FLORIDA BUILDING CODE(High Velocity Hurricane Zone) .02017 EASTERN METAL SUPPLY,INC. (9)2017 TILXCO INC.(ENGINEERING) •% SHUTTEIR-TECH.mr. MAXIMUM IMPACT HVI HV2 W,Oomplyh1j;with the FlOwi 44A61 ACCORDION SHUTTER B0.12ine,axf. BIIR*MA HV"AcI Sb_ttu:�ystm d. -=LrE�C_Oi m�,, � LADE J2 �pwcg, 03 /rT (ASSA 111 26) N.BLADE#1 W/OR WIO H.V.VMNDOIN BLADE&H.V.H V. DATE I by., Lc Abu - TILLIT TESTING & ENGINEERING COMPANY 7485 WEST'2 COURT I LD 15-155 7/28/1 DATE: 07 28/17 635S N.W.36th.St,Ste.305.\qRGtN[A GAMENS,FLORIDA 33166 Pt- (305)871-1530.Fax HIALEAH, FIL 33014 2 DRAWING No 3 -D:tilt...0-1- '4 E Ok TILL-0006719 3 17-111 WALTER IT J1.P.E. PH (305) 823-2323 FAX (305) 826-7979 FLORIDA CO.If 44167 5 SHEET MIAMI-RADE COUNTY P.E. SEAL/SIGNATURE/DATE, 6 16 MAXIMUM ANCHOR' SPACING (in.) SCHEDULE FOR A GIVEN MAX, SHUTTER SPAN, NEGA11VE A.S.D. DESIGN LOAD AND A QQRRE$P0NQINQ MOUNTING TYPE (SEE MOUNTINGS ON SHEET 19) :S3 LJ EEa '=-- --F F=:;;Z T + NOTES ON ANCHORS REQUIREMENTS- WOOD SUQSTRMES, SOU ERN PINE No. SPRUCE PINE SPRUCE PINE 1.ANCHORS TO WALL,FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: 2 MIN. I N� G ().55, FIR NORTH FIR SOUTH - 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS.AS MANUFACTURED By RUGLA GR W/ W/ MIN. G=0.43 W1 MIN. G=0.36 I.T.W. BUILDEX W/MINIMUM THREADED PENETRATION AS INDICATED AT EACH SECTION ON SHEETS 18&19. MAXIMUM MIN. G=0.50 EXCEPTION:SEE NOTE 2 BELOW. SPAN 2.ANCHORS TO HOLLOW CEIUNO SHALL BE AS PER MOUNTING TYPE U.SHEET 19 AND SHALL CONSIST OF (ft) B.O. WALL MOUNTINGS B.O. WALL MOUNTINGS B.O. WALL MOUNTINGS S &V S &V S & LAO SCREWS AS PER NOS 2015 SPECSPECIFICATIONS.V S.SUBSTRATE SHALL CONSIST OF T14C FOLLOWING: NEGATIVE A.S.D.D I=(P.1,NEGATIYE&S.D.DESIGN LOAD(Ps NEGATIVE AwS.D.DESIGN LOAD W -SOUTHERN PINE No.2 W/0.0.55(N.O.S) 30 J40 160175 90 1105 30 4O 60 75 90 1105130 140 60 175 190 1105 -DOUGLAS FIR W/G=050(N.O.S-) 12 112 12 L2__L2 -SPRUCE FINE FIR NORTH W1 G=0.43(NO.S.) 3'-0*OR LESS 12 112 12 112 12 12 12 12 12 12 12 12 __L2_ -SPRUCE PINE FIR SOUTH W/G-0.36(N.D.S.) 4'-O- _12 12 12 12_12 12 12 12 12 12 12 12 12 12 12 12 12 1 -MIN. 1/2-COX PLYWOOD(1966 APA) 51-0. 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 11.5 10 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS or THE 6.-0" 12 12 12 '12 12 12 12 12 12 12 12 12 12 12 12 11.5 9.5 8 ANCHOR'S MANUFACTURER. 7'-0' 12 12 12 12 12 12 12 12 12 12 12 10 12 12 12 10 8 8 8'-0" 12 12 12 12 12 12 12 12 12 12 110.5 9 12 12 11 8.5 7 7 W-0. 12 12 12 12 12 101 12 12 12 11 1 9 , 8 .12 12 9.5 7.5.6.5,6 10'-0" 12 12 112 12 1.5 9.5 12 12 112 101 8 1 7 112 12 8,5 7 6 5.5 11'-0" 12 112 112 112 10 8.5 12 12 f!1.5 9 7.516.5112 12 8 6 5 5 12'-0" 12 12 12 159.5 8 12 12 10.5 8 7 6 12 11 7 6 5 4.5 1.3'-0" 12 112 112 10. 8.5 7.5 12 12 9.5 7.5 6 15.5 12 10 6.5 5 4.5 4 12 112 112 J9.5 8 6 12 12 9 7 6 4.5 12 9.5 6 5 4 3.5 12 112 [1-1 9 7.5 5 12 12 8 6.5 5.5 3.5 1.5 8.5 6 4.5 4 3 12 T`0._q8_.5 6.5 4 11.512 8 6 4.5 3 1 11 1 5 5.5 4 3 @ HY BLADE 0 N LY. ........ FLORIDA BUILDING CODE(High Velocity Hurricane Zone) & 0 2017 EASTERN METAL SUPPLY,INC- (g)2017 TILTECO INC.(ENGWIDERM) PRODUCT REVISED It MAXIMUM IMPACT HVI HV2 w.einplying im Lite Flom. SHUTTER-TEc me. ACCORDION SHUTTER BuIlding Cotle 11:n(-1-93 BEfrr*tA 1HV I A=�dlom 3 tem A.oeptonceNa 17L77E C:0 ,on Date A 7T CASSA # 26) WINDOW LADE&HY.BLADE �YME f6n�OR W/O KV. PTION DATE LC I OLD 15-155 �07/20/11A 'N, Go. • _pi�tp * 7485 WEST 2 COURT DATE: 07/28/ whunj Ilet Go fly TILLIT TESTING & ENGINEERING COMPANY 63M N.W.3M.St,,St..305,MR=9 GARDENS,FLOMOA 33160 ph..Q (,305)871-1530.Fo.:(305)871-1531 HW.EAH. FL 33014 G No _.11:tUtoCogp..I...m ."S1014NN, I"", ES-OD06719 vp ...... WALTER A.`RUJT J,P.E. PH (305) 823-2323 FAX (305) 826-7979 A 17-111' FLORIDA Uo.1 44167 5SHEET MIAMI-DADE COUNTY P.E. SEAL/SIGNATURE/DATE 7 OF 28 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & HVo BLADES (AS APPLICABLE. MAX. SHUTTER SPAN L+ OR L- FOR INSTALLATIONS INTO WOOD WITH HV BLADE n ONLY SHALL BE LIMITED TO 105.0 psf. A.S.D. DESIGN LOAD SEE SHEET 28 FOR MA 1/4.0 TAPOON WITH ADVANCED SP & DESIGN LO D OR STALLAT ON WI H BLADE 1 & 1 WORKING I UNISON THREAOFORM TECHNOLOGY W/ 1 1/2"Min.PENETRATION 1/4.0 TAPCON WITH ADVANCED _ OF THREADED AREA TO THREADFORM TECHNOLOGY EXISTING Yf00D HEADER. W/1 1/2"Min. PENETRATION (SEE SCHEDULE ON SHEET 16) OF THREADED AREA TO D 1 OR ®� .`. EXISTING WOOD HEADER. MIN.SEPARATION / (SEE SCHEDULE ON SHEET 16) ( TO GLASS(SEE _ I eR(q I �"' �—Tt ELaDE(i 1]OR 180- 1'Ma 1/4.0-20x3/4'S.S.MACHINE SCREWS EXISTING I ON 28 FbR O-'-EOW/ 1/4'-20 NUTS 0 12'O.C. GLASS—{I BiAD6 1& I I N S :��• 1 OR 15 0 WALL I 1 FlN SH I I }��:.>•� FlN6H I n M 1--OPTIONAL EXISTING MIN. I "''���; WALL \ 1 OR� WOOD I `-' FINISH l o HEADER REQUIRED 1 & V EXISTING MIN. OR clf EXISTING I 2•x4'WOOD N®31 1/4'0 TAPCON WITH ADVANCED GLAS MIN.SEPARATION I O HEADER REQUIRED I THREADFORM TECHNOLOGY TO GLASS(`k I I I 1 W/ 1 1/2' in.PENETRAFION SaYEDULE ON p MIN.SEPARATION I 2'x4"CONT.SILL -- OF THREADED AREA 12 FOR RADE(�i�EAND I I 70 CUSS I I PLATE REO'D. MIDWIDTH OF WOOD PLATE DN SHEEP 28 FOR I I EXISTING Y"--(SEE SCHEDULE I RAD6Q&® I I I GAS—"0 ON SHEET 12) (SEE SCHEDULE ON SHEET 16) OM HV WALL HEADER INSTAL I ATION ON HV WALL HEADER INSTALLATIONOOHV WALL SILL INSTALLATION EXISTING 1 MIN.SEPARATION ( MIN.SE PARATGLASS ION I I I GLASS--�, MIN.SEPARATION - 2'za'CONT. To cuss I I I 1 c CHEDULEIIF (sEE SCHEDULE (SEE SCHEDULE I 1 WOOD PLATE�(ONESHEEET 2) I I x GIASS�i ON SHEET 12) I x E%ISTINON SHEET 12) -Is 1/4'0-2Dx3/4'S.S. 1/4'0-20x3/4'S.S. L I •y I MACHINE SCREWS MACHINE SCREWS W/ WALL '.-�:,• 1/4'-20 NUTS 0 I I \ USING 1/4"-20 NUTS I FINISH I I I Vii; 12'O.C. —I O 0 12'O.CILI. I 18W11 18 1 DR 15 1 OR 2'x4'CONT. WOOD PLATE I - REO•D. Q I.Min. I/4'0 TAPCON WITH ADVANCED 1'Min. THREADFORM TECHNOLOGY `"� 1/4'0 TAPCON WITH ADVANCED1/4.0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY - W/1/2"Min.PF1tETRATON OF THREADFORM TECHNOLOGY . W/ i 1 2"Min.PENETRATION THREADED AREA INTO PLYWOOD. W/ 1/2'MTn,PENETRATION OF 1I--SEE SHEET 4 FOR TYPICAL SILL PUTS OF THREADED AREA 0 (SEE SCHEDULE ON SHEEP tfi) - THREADED AREA INTO PLYWOOD. SHUTTER ASSEMBLY. L MIDWIOTH OF W000 PUTS v EXISTING MIN. 2'x4"SR1DS (SEE SCHEDULE ON SHEET 16) 2-MOUNTING SECTIONS CAN BE REO•D. FINISH (SEE SCHEDULE ON SHEET 16) < 0 16"O.C.MAX.REQ'D. COMBINED IN ANY WAY TO 1/2"MIN.CD%PLYWOOD REQ'0. PLYWOOD TO BE ATTACHED TO 1/2'MIN.COX WALL FINISH SUIT ANY INSTALLATION. �•• EXISTING MIN.2"x4'SPUDS O 16'O.C.MAX.REQ•D. STUDS IN ACCORDANCE WITH PLYWOOD REO'D. ®HV WALL SILL INSTALLATION WITHSPLYWOOD IC BE ATTACHED TO STUDS IN ACCORDANCE SECTION 2322 OF THE F.J3.fi.•^•••..� WITH SECTION 2322 OF THE F.B.C. ♦SEE LIMAATIONS OF USE OF ©HV WALL SILT INsrel I eTION �QR A - L S T 0 BLADE lA ON SHEET 28 FLORIDA BUILDING CODE(High Velocity'Hurricane Zone �\•••• ' ©2017 TILTECO INC.(ENGINEERING) (D 2017 EASTERN METAL SUPPLY,INC. 5'ROL ucT Milk a��$1Ij'TTEIf�l=��CE� IHC. PIYID21'+iB,the Plmidn IVO.44167•.s * MAXIMUM IMPACT HV1 HV2 +;c �nc6 Ae b�63 ACCOId®ION SHUTTER Engir n Late Q ® �Ca C. BERTHA HV Accordion Shatta System (� l4` (ASSA 26) ,V.BLADE 1 W OR W10 H.V.WINDOW BLADE&H.V.BLADE Aye 1 T•:' w�A EV.N DESCRIPTION DATE Drawn b: L.C. n SrISFI�.• AO TILLIT TESTING & ENGINEERING COMPANY 7485 WEST 2 COURT 1V1lE.11�a `FDJDVt CentTU CiQCT ...... .•..•`�� L(( 8355 N.W.36N.SL,Sta.305•VIRGINIA GAROENS.FLORIDA 33168 1 OLD 15-155 7/28/1 DATE: 07/28/17 Phan.:(305)871-1530.Fax:(305)871-1531 '���iiuiNll d e-mail:6Rec0000Lo.n HIAL EAH, FL 33014 DRAWING No ®-0006719 3 17-111 WALTER A TILUT Jr.P.E. PH (305) 823-2323 FAX (305) 826-7979 4 MIAMI-DADE COUNTY 1P.E. SEAL/SIGNATURE/DATE FLORIDA Lt.9 44167 5 SHEET 6 18 OF 28 d , INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR JD HV & I& HV* BLADES (AS APPLICABLE) MAX, SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE ONLY SHALL BE LIMITED TO 105.0' 12sf. A.S.D. DESIGN LOAD. SEE SHEET 26 FOR MAX WALL FINISH SPAN & DESIGN LOAD FOR INSTALLATION WITH--BLADE(1)& 1A) WORKING IN UNISON 1/4"0 TAPCON WITH ADVANCED THREADFORM Q EO--- 2'MIN' EDGE(IF APPLICABLE) TECHNOLOGY (M REQUIRG_ WOOD EIN EXISTINED. W/I I/V11i.,PENEMATiON STRUCTURAL ADEQUACY OF THREADED AREA TO OF E)OSTING WOOD BEOLM EXISTING WOOD EXISTING WOOD HEADER. 1/4"o s TO BE CERT IFIED BY TRUSSES OR 1�(SEE SCHEDULE ON SHEET 17) PHILLIPS TRUSS H.ESA-D REGISTERED ENGINEER OR E RAFTER 0 24" MI I/V D.C. " MwAAG CHINE SCREWS 11 Ews ARCHITECT PRIOR TO REQUIRED 44 EQ 20 NUTS SHUTTER INSTALLATION. O.C. ON WITH 1/4 0'TAPCON ADVANCED THRMFORM EXISTING SOFFIT 0 —3/4"M­THK. _.250* PENETRATION E'='g.Y Wr/ 1 1/2'Mi" EN TT . THREADED C WOOD Q S.M.S. (6063-T6 ALLOY)W/ M­ AREA TO EXISTING aEAM #140 %47�i/B*CONT.ALUM.TUBE ��PTICNAL 0 (SEE SCHEDULE ON SHEET 16) S* LAO SCREWS TO or or @ (.NKAR OR IRUSS. or or @ LOCATE LAO SCREWS AT MIDWIDIR OF VISTING WOOD EXISTING MIN V.4!* MEMBER (f Min NOMINAL WIDTH) EXISTIN MIN.SEPARATION OPEN ROLE AT EACH W/V 4-Pii;ki�ON OF GLAS To STUD TO ACCEPT THREADED AREA,VAUD FOR O INSTALLATIONS 17H 72 PST 'EQU'RED, ,oEG U Y '00"B_ I-BY OR r 'NT IM ,V Mi THREADED 0, G E I) (SEE SCHEDULELA'NSSHEEr 12) EXISTING 14 1 1 5/16-0 LAG SCREW MM.&S.D.DEW LOAD AND G ze AT CENTER OF TUBE. 1 9'-0"MAX.SPAN. mq SEPARATI01`1 INSTALLATION IS ONLY VAUD Vo.21PI'lFOR WOOD W/MIN.•SPECIFIC HV WALL HEADER INSTALLATION EXISTING 11 SCI—CONEC D AS DOUGLAS 12 r0C%A GRAVITY OF GLASS FIR OR SO FRN PINE N..Z OR SHOD 2S ---OOR W OR EQUAL.UTH NOTES I OR 1-SEE SHEET 4 FOR TYPICAL SHUTTER ASSFMOLY, 2-ININ ANYANY NGAWY TO INSTALLATION. V CE MOUNTISECTIONSO SUCAN BE COMBINED (:DHY CEILING INSTALLATION CEILING INSTALLATION aetMIN.SEPARATION F- I OR TO GLASS O MIR SEPARAITO EXISIING 1�.2_- SEE SCHEDULE S_§ TO GLASS ON SHEET 12) Ex (SEE SCHEDULE ON SHEET 12) I ALTERNATE 8 ANCHOR _ -1111 LOCATION 2.6-MIN.WOOD WALL u 6F.-' , EXISDNG 3/8 Mi. __ - DECK R NISH 1/4- #IOx3/4 RD( (NO FINISH ALLOWED) Max19 1 0-1 3 8 WASHER HEAD:EK SCREWS 0 12 .,c Vx6"MIN.WOOD:4, - EDGE OF DECK --g.R q EQ G� OR FINISHALLOWED) V 1. EDGE OFDECK-) /4�0CFjDH.TAPCON WITH 1/4"101-204/4�S.S. OV PHILLIPS =CIA CON in PH PS TRUSS HEAD IF APPLICABLE A THREADFORM P WITH TECHNOLOGY ED TIREADFOR MACHINE 111171 2 m1w OF W/ 1 1/2"Min PENETRATION TECHNOLOGY W/1/4--20 NUTS :—:72-MIN. DECK IF MIN. OF THREADED A�EA 0 2•xM1'CONT. W MIOWIDTH OF WOOD PLATE. 0(1 l/V Min.PENETRATION 0 IV D.C. APPLICABLE SILL LATE THREADED AREA 0 1/4-0 TAPCON WITH ADVANCED THRMFOR14 TECHNOLOGY (SEE SCHEDULE ON SHEET 15) MIDWIDTH OF WOOD PLATE, W/ I 1/V Min.PENETRATION OF THREADED AREA INMVIOOD DECK. HV WALK—OVER INSTALLATION (SEE SCHEDULE ON SHEET 17) 16) S UM-qAnCNS OF USE OF (SFIE-4CHEOULE ON SHEET %E b ON SHEET ZO SLAD HV WALL SILL INSTALLATION HV FLOOR INSTALLATION FLORIDA BUILDING CODE(High Velocity Hurricane Zone) e. \,\NJ • 2017 TILTECO INC.(ENGINEERING) Q 2017 EASTERN METAL SUPPLY,INC. I No.44167 MAXIMUM IMPACT HVI HV2 A7 M-114yinswith Uw rklida • BuildingeCuda ACCORDION SHUTTER TIBERTHA HV"Accl)rtllen beater System LIECO'ipm (ASSA # 26) U.BLADE 11 W1 OR W10 H.. WINDOW BLADE&N.V.BLADE P • IEY. DESCRIPTION DATE D—: . L.G. .......... TfLUT TESTING & ENGINEERING COMPANY" 7485 WEST 2 COURT I OLD 15-155 07/2s/i DATE 07/28/17 it pl, N.W.361h.St,St..305,MRCMIA CARDEN%FLORIDA 331 (305)871-1530.Fax z(305)871-1531 HIALEAH, FL 33014 2 DRAWING No —.11:U10.00.0-nn EO-0006719 3 17-111 WALTER&TlU IT Jr.P.E. PH (305) 823-2323 FAX (305) 826-7979 4 — FLORIDA Uc.1 44167 5 SHEET MIAMI-DADE COUNTY A P.E. SEAL/SIGNATURE/DATE 6 19 OF 28 I _ END INSTALLATIONS n HV--& HV0 BLADES INTO 2"x4" MIN WOOD STUDS 2'x4•MIN, WOODWOOD STUDS SKIDS. 1/4'0 TAPCON WITH (AS APPLICABLE) \ / VANCED THREADFORM 2 2'X4"MIN. 'x4'MIN.WOOD \ / TECHNOLOGY RW SUILDE7( SNOS REO'0. 2"v4'MIN.WOOD \ / ANCHORS 0 6'D.C. (AS APPUCTS-E) STUDS REO'D. \\ FINISH \ / W/1 1/2'MIN.THREADED ALL PENETRATION INTO STUDS OR EXISTING CLASS W/MIN.1/2'THREADED FINISH I" PENETRATION TO 1/2'CDX �� _ / PLYWOOD IF NO STUDS EXIST. Y<--/,— NC CLASS 'CEXISTINI GLASS 'I \ •.. EXISTING(LASS /E EO\ -.17 To a'sS ATION MN I 1/2'MIN.CO% T Do m B1(SFEET 1/2'MIN.COX 4 .SEPARATION PLYYA70. MN.SEPAFADON / \ l MIN.SkpAIATION I' PLYWOOD. 1/2-MIN.CDX w r+.�y.• GLASS( 101N1�9 21 1 1/16'X3' WALL y SCIroEDLIE ON SHEET q 4 SCHEDULE ON SHIT P/LYWDOD. ;•. di+ SCHEDULE U EE ON SHEET 1 DI170 ® (6063-TB)CONT. FNISx 1/21 MIN.COX 1ou OR MAD8 DANA FOR 12 FOR ELATE D� 1/2 12 CR BE DRQ ALUM.CLOSER PLYWOOD. SHEET 1 2"MIN. PUTS(LOCATE 1/2 BARES0)&Q WALL BAO6(D&© BtPfX•5 mk AT EITHER SIDE MIN. FINISH •USE f'O6 T MAX DF 4Q) (ia�wmAl Om)aEvl/s1a._1• x1/2•S.M.S. cis 016 O.C. 110x1/2"S.M.S. —--— (O/Lal/x'sw.row(• 016 O.C. (0 r/P•rucao df M —__— 4 r1HR�rADFpgi T 9tNDL�IX.Y 4 7 ArolI o. oF©1 SLE oErAIL%FO ) OR®� 1 OR SEE DErNL%FOR 1 OR®� 510E TONNEKS ®�©'JQaO 10•® T SIDE CONNECTION ��//�� S DE CONNECTION 4 ®O1®�©•OO'® 10•®"� TO TRACKS ®m®a .Qa© 10•®s TO TRACKS END CONNECTION D TAIL Q7 END CONNECTION DETAIL® E7o5HNC END �9 CONNECTION DETAIL SND CONNECTION DETAIL EXISTING GLASS 1/4'0 TAPCON WITH 1/4.0 TAPCON WITH A REWIRED ONLY FOR SPANS GREATER TFWi 12'-0' ADVPNCEO THREADFORM ADVANCED THREADFORM / CUSS TECHNOLOGY rTW BUILOD( TECHNOLOGY ITW BUI DS( 214'MIN.WOOD ANCHORS W/11/2'MIN. ANCHORS W/1 1/2'MIN. MIN.SEPMN110N STUDS REo'D. THREADED PENETRATION THREADED PENETRATION #10x1/2"SAS. MNL SEPARAMN + SEE LIMITATIONS OF USE OF INTO STUDS 0 12.O.C. INTO STUDS 0 12.O.O. 016D.C. Q� (DANON EE 4 BLADE 1A ON SHEET 28 12 FOR 1/2'MIN. 12 SCHEDUFOR BRAE MEET 4 9EEf W FO(( ON SICIT 28 FOR BAti�m7B @® - 1/2 MIN. ^1 'j BLADESG)&� D -- _ Y - - ---__ ---- _J B Ofl®OR(BOR — r --__— ?4 -- — — 1 OR OR OR O R 6 MI 'MIN. •:ak.. -- 41Q 0R 4 OROOR�OR ®a©.Qj COs 10• A� @ OR 13 OR O OR( l 0®O1 WALL,FINISH 214'MIN.WOOD INNH �',��Y ®°A©•Q7^'BQ^®•1�°" VIEW Y IOP®^®•®a®.®"' STUDS REO'D. FlNISI( �'.`!'P®�®,®O1®,®°' PLAN 8O.®°'®•®"l'3•® 11FI1II••i•ie•. O'®'®•®'�•® DETAIL X . END CONNECTION DETAIL 0 af�*Mk-�ft DETAIL 1© FLORIDA BUILDING CODE High Velocity Hurricane Zone FRODUC'T P.PVISED ��/••�\ ©2017 TTLTECO INC.(ENGINEERING) ©2017 EASTERN METAL SUPPLY.INC. CS UNnp{"hS with AIM FTOOld6 ; 44ABI •.^i MAXIMUM IMPACT HV1 HV2 aB:a(DBcGdo ` �D' ;¢ /IT SHLiTTER=I�ECH, t�rc. ACCORDION SHUTTER RxepI—'.No D FSRtC i E C O INC. BERTHA HV'A1Xnrdion Sh Atter System ,p ,,� (AsSA # 26) .V.BLADE 1 W 0 W 0 H.V.WINDOW BLADE&KV.BLADE 2 1\ TICCIT TESTING & ENGINEERING COMPANY Et'•N DESCRIPTION DATE Drown by: LC. t+kDtu�:vc6c(COn(TD) �F C �(,`ttl� 6355 N.W.36th.St..Ste.305.VIRGINIA GARDENS,FLORIDA M166 7485 WEST 2 COURT 1 OLD 15-155 7/28/1 DATE: 07/28/17 Phone:(305)871-1530.Fox:(305)871-1531 HIALEAH, FL 33014 2 a- 0:tmeeo0-1—nn 3 DRAWING No WALTEREA.�U1T J.P.06719 E PH (305) 823-2323 FAX (305) 826-7979 4 17-111 MIAMI-DADE COUNTY 1P.E. SEAL/SIGNATURE/DATE FLORIDA Uc.#44167 5 SHEET 6 20 OF 28 ' I � \ I - v® Q * NOTES ON HD LOCKS AND CENTERMATES: O�®a �m ALTbMTE(34'LOCATION 1. MANDATORY CONDMON L"' ONE n3 H.D. LOCK SHALL BE USED FOR Nva Nva-NO ANY SPAN AND INSTALLATION AT HEAVYDUTY SYMMETRICAL CENTERMATES, NDA-Nvn (31 OR (P) AND AT ANY ELEVATION. 4 H.D. LOCK MAY BE USED AS A11 INSIDE OR`DUTSIDE LOCK, ATTACHED �© HEAVY DUTY SYMMETRICAL D N 34 _N CENTERMATES WITH (3) #8 x 3/8" LONG FLAT HEAD S.S. M.S. LOCKING RODS ©ARE NOT MANDATORY, i.e. THEY ARE COMPLETELY OPTIONAL. a 1 - D D a D 2. MANDATORY CONDITION # 2: LOCATION OF( H.D. LOCK SHALL BE AS INDICATED ON SHUTTER ELEVATION, i.e., FOR S UTTER SPANS UP TO 105". "�N00 _ o `- ` (3_) H.D. LOCK MAY BE INSTALLED AT MID HEIGHT OF SHUTTER OR AT 12" sA80VE OR BELOW MID HEIGHT OF SHUTTER. FOR SHUTTER SPANS GREATER II II CiN THAN 105", ® H.D. LOCK SHALL BE INSTALLED AT, MID HEIGHT OF a PL EBNA 34 LOGIN za SHUTTER. O HYDE-NyII- _ [ �LL O . \� 3 v 3 SEE END CONNECTION c D EE n, cc DETAILS Ortj SHEET 24 TYP. FULL NLe+am tm , HEIGHT. O DR®aR© .0- TYPICAL .0- TYPICAL n HV BLADE SHUTTER ELEVATION N.T.S. TIL II'.�4P•••'••'�Td`. FLORIDA BUILDING CODE(High VelocityHurricane Zane 1 E. • ®2017 EASTERN METAL SUPPLY,INC. PF.OI7I.ICT liF.V1SF0 ;y1:••��0 �7•••%• � ©2017 t1L1EC0 INC.(ENGINEERING) a6 cmnplydnl;wile the FlDddn j`4�61 ` - �i'}{UTTER TECH. 1NC. MAXIMUM IMPACT HV1 HV2 EluildNg Ccd- ` NO• i ACCORDION SHUTTER Acccptrncti irD � Gan D6tc 2t IL E C O INC. ta15nTHA xv AGm tan Shutter System (ASSA y 26) V.BLADE Al W OR W/O H.V.WINDOW BLADE&H.V.BLADE O rncluclCantml /�MN'P••`��C,AAA TILLIT TESTING & ENGINEERING COMPANY 7485 WEST 2 COURT � N, DES�i5TtDAM Or—b 0355 N.W.36th.St..Ste.305.VIRGINIA GARDENS,FLORIDA 37166 t oL0ION 55 7/2e/1DATE07/28/t7 PhoDo:(305)871-1530.Fox:(305)871-1531 HIALEAH, FL 33014 1 DRAWING No e-mail:t000671911.cem 3 Fe-00067"' R WALTERA ILII(Jr.P.E PH (305) 823-2323 FAX (305) 826-7979 4 1 7-11 1 FLaRIDA uo.1 44167 5 SHEET ' MIAMI-DADE COUNTY P.E. SEAL/SIGNATURE/DATE 6 21 OF 28 I , POUR CONCRETE ANCHORS CONCRLYE (SEE SCHEDULE ON 1/4"0-20x3/4"S.S. REQUIRED SHEET 25) MACHINE SCREWS USING CONCRETE ANCHORS 1/4'-20 NUTS®6"O.C. POURED CONCRETE (5EE SCHEDULE ON SHEET 26) i� t• REQUIRED EDGE OF MIN.SEPARATM I I 2 Min. I MIN.SEPARATION I 2 I (5EE SCM ASS ON I -- E4 EO t 6 E D. APPLAIG@LE TQ CUSS 51tEET 25} (SEE SCHEDULE QN I I ^ ___ Q ✓E I SHEET 25) 1 EXISTING 9 i I GLASS I i i 1 1 .JJ�� 115 I I I I t EXISTING II'J I I I II I i iJ GIA55 I I EDGE OF EXISTING i I 0.• LAB IF EDGE OF CLASS APPLICABLE SLAB IF APPLICABLE O SEPARATONTf (SEE'TO GLASS I POURED 'a SCHEDULE ON (SEE SCHEDULE ON— SHEET 25) 2CONCRETE EXISTING RPOURED FLAT HEAD CONCRETE ANCHORS REQDI { CONCRETE ANCHORS GLASS ED (SEE SCHEDULE ON SHEET 26) EE SCHEDULE ET26)QUR (4 HD WALL HEADER INSTALLATION HD CEILING INSTALLATION HD TRENCH INSTALLATION IND WALK—OVER INSTALLATION I EXISTING I III I I I i Mw.SEPARATION I MIN.5EPARA CLASS-----! _MroS��°N (SEE HFDUIS ON I i - it i --Q , GLASS I .. (SFE SCHEDULE 0 t . j SHEET 25) I I I 4sa SHCHEDULE EEP 25)ON 1 = t SHEEP 25) EXISTING I i I I l i EXISTING I I GLASS I O III II II CLASS � 171 11 11 ALTERNATE �-OPTIONAL i i i I #14x3/4"HIX i ANCHOR L 14x3 4"HEX WASHER { t i e OPTIONALI -�� i i I WASHER HERO I LOCATION I I i HEAD T/EIC SCREWS j 0 SCREWS i 12 6"O.C. ®6'O.C. I 2 CONCRETE ANCHORS h �, .--♦ ? W �I 5 6 7 I (SEE SCHEDULE ON + 5 O I SHEET 26) #14x3/4' HEX HEAD 11 , TEK SCREWS®3"O.C. K,..,E�TE EO EQ OR 1/4"0-20 S.S.M.S. fCONCRETE ANCHORS '✓o EDGE OF-•-- /I V/t f2. I' EDG£OF W/NUT03"OC (SEE SCHEDULE ON SAB IF EG/ � �Q' �IF W. "0--20x3/4"S.S. SHEET 26) APPIJCA13LE PNIW 5 TRUSS HEAD --- -MACHINE SCREWS I I POUREDNCRETE ANCHORS ICONCRETE E.D.' USING1/4"-20 �/�, * EDGE OF REQUIREDE 0.•. (SEE SCHEDULE ON NUTS 0 6'O.C. e" t SLAB IF WALL REQ`O. SHEET 26) APPLICABLE EE ,jiD WALL SELL INSTALLATION @ HD FL OR INSTALLATION POURED CONCRETE REQUIR® HD RAINGUARD INSTALLATION I NOTE FOR COMBINATION OF SECTIONS: ' 1-SEE SHEET 21 FOR TYPICAL SHUTTER ASSEMBLY. *E.D. COGE DISTANCE 2-MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 26) INSTALLATION DETAILS W f 0 HV BLADE IN ANY WAY TO SUIT ANY INSTALLATION. •pyx.. . SCALE: 3/8"=1l rGR A• FLORIDA BUILDING CODE(High Velocity Hurricane Zone a Q 2017 EASTERN METAL SUPPLY,INC. t ©zp171nTECD INC.(£NciNEERInc) MAXIMUM IMPACT HV1 HV2 0.1 C=pCTREYIS&O a n..t' HUTTEH TECH.mc. d4CORt1s cod With the Floxvda ` P� NO. $167 '= ACCORDION SHUTTER AC-Vng.ado nnA� g �r��+►s AAN>•PIERCC NQ Z'u-1 -4.3 ' 1 E C 1� IP3C. 9E92 aMV ACI» utteT5ystem 10414,00nx y� (ASSA # 2e) V.BUD 1 F GR W 0 H.V.WI DOW BLADE 1, ..BLADE 2 r ~"' '�••r r lZ i+: - EY.n 6ESCRtPTlON PATE Dlomt C.C. $Y t ', p,�.%'4+of TILUT TESTING & ENGINEERING COMPANY 7485 WEST 2 COURT I OLD 15-155 7/2a/t DATE: 07/28/17 iYErsDi[0a 'ucs CnatT01 f� ......I ��111 6355 N.W.36th.SL.St,305,NRGINU GARDENS.FLOPoDA 33166 FhC_:(305)871-1530.Fox:(305)871-1531 HIALEAH. FL.33014 2 DRAWING No 1}I .-m.6:tilt...®aol.com 3 E0-0006719 (�{ WALTER A TILUT J,P.F PH (305) 823-2323 FAX (305) 826-7979 4 11 FLORIDA Lie.#44167 s SHEET MIAMI-DADE COUNTY P.E. SEAL/SIGNATURE/DATE 6 1 22 OF 28 P I SEE END WALL GONNErT10N DETAILS ON SHEET 24 OUTl r-E.ImNG GLASS INSTALLATION OOR OoR O rIOOR * SEE NOTES ON LOCKING RODS 3® & HD 3) LOCKS ON SHEET 21 LI H Y BLADE SEE END WALL CONNECTION I DETAILS QN SHEET 24 —f-EXISlING GLASS L-- ----- ---------- 2•x2'x1/e•x0'-2' (6063—T6 ALLOY)ALUM.ANGLE TAPCON WA/N(2) CHORS TO I MIN. SEPARATION (OPTIONAL) %-�,P) (OPTIONAL) CONCRETE(TOP/BOTTOM 14 x 3/4'S.M.S.® 12" TO GLASS (4) H'V' (4)#14x1/2'S.M. OA. (SEE SCHEDULE PINS (TYP.) NTOTUBE A7 EACH ON SHEET 25) (4) HANGLE(TYP) 4 s B• 6 1/2• PINS 4 s B N I 2p 31 GR 32 33 31 OR 32 OOR(W 31 oR 32 HVA HDA 4 3g* (--(3 HVC—HDC @)ORO O HV®—HDB 9 8 GR 6 DR Exlmrlc crass (oPnoNAL) OUT SYMMETRICAL HD CENTERMATES SYMMETRICAL HD CENTERMATES W/ & LOCK (INTERIOR) - ----FP / W/ �4` LOCK (EXTERIOR) /\ MIN.SN TO GLASS I N 5 �1 y 1 OR®OR©+O OR (SEE SCHEDULE ON SHEET 25) --- ---------- -------- — ANCHORS 16"O.C. g VARIES // ' OUT 6 1/2•MAX.SLACK HVE—HDE POURED CONCRETE OR HVD-HDD CONCRETE BLOCK WALL fl ''••A•�I _ REQUIRED (� (►\ A FLORIDA BUILDING CODE (High Velocit Hurricane Zone �'�['•;��VGYp •�C/ 02017 TILTEOO INC.(ENGINEERING) ®2017 EASTERN METAL SUPPLY,INC. PRODUCT REVISFDVe SHiITTEfl TECH, tNC. MAXIMUM IMPACT HVI HV2 lu aompiying with the Florida °• Q• A ECO . ACCORDION SHUTTER A�°%Fte�mrerb '` `vOINC. BERTHA HV A=rdionShdtPSy�t— T�koTi0ic1y�L.L7 (ASSA # 26) .V.BLADE J1 W OR W/O H.V.WINDOW BLADE&H.V.BLADE#2 EV.N DESCRIPTION DATE Drawn by, LC. _� F ��'7•ti \\ TIILIT TESTING & ENGINEERING COMPANY 7485 WEST 2 COURT �OF••°,•�D 1Q•.' 1\ 6355 N.W.36th.SL,Ste.305.MRGINIA GkRDENS,FLORIDA 33166 1 OLD 15-155 7/26/1 DATE: 07/28/17 Phone:(305)671-1530.Fax:(305)671-1531 HIALEAH. FL 33014 2 `,5'/DNA`f� ��,1 .-mal:tltecocaol.com 3 DRAWING No EB-0006719 ' WALTER A nLLR Jr.P.E PH (305) 823-2323 FAX (305) 826-7979 4 1 MIAMI-DADE COUNTY P.E. SEAL/SIGNATURE/DATE FLORIDA Uc. 44167 5 SHEET 6 23 OF 28 iIlk ' I POURED CONCRETE ORPOURED CONCRETE POURED.CONCRETE CURED CONCRETE OR CONCRETE OR CONCRETE REQUIRED BLOCK WALL REQUIRED; CONCRETE BLOCK WALL OR CONCRETE BLOCK WALL REQUIRED BLOCK WALL REQUIRED CONCRETE ANCHOR /—EXISTING GLASS( EXISTING GLASS J ® 16"O.C. /—EXISTING GLASS / —' 7 1 '�7I� 2"MIN EXISTING GLASS 2^/ I 11 I F ED EQ MIN.SEPARATION I MIN. SEPARATIONMIN. SEPARATION 1/16"x3"MAX MIN. SEPARATION TO GLASS TO GLASS TO GLASSEI I (SEE OSCHEDULE (LOCATE AT (SEE SCHEDULE (60ALUM 6CLOSER (SEE SCHEDULE (SEE ONESHEET 25) 1/2" / ON SHEET 25) EITHER SIDE 6 ON SHEET 25) PLATE (LOCATE f/2 ON SHEET 25) / ` T—r- OF SQ) AT EITHER SIDE MIN \ ' 1/2"MIN. OF I ♦USE 1"OR 2"MAX. $14x1 2"S.M. ®116" C. _—_—_ ® 16/O-C. I _—_—_ I ___.---_ ALUMNUMCCUP ANGLE B'x0'_2' 4 / (6063-T6 ALLOY) AT MIDHEIGHT 4 / (1) #14x1/2"S.M.S.TO®& \ / WALL T I-D.C.S ANCHORS TO 5 SEE DETAIL X FO WALL AT i"O.C. (LOCATE AT O SIDE CONNECTION © EITHER SIDE OF @) ) SEE OETNL K FOR TO TRACKS SIDE CONNECTION SEE DETAIL X FO 4 6NECTION0+07 O O O oR®OR 6 +OOR TO TRACKS O O ® © ©+ODRQ OR®+ OR SIDE CTO TRACKS ++ 7 OR $ OR + OR 6 + 7 OR S OR� + OR ®+QOR@+Q +© IC+© ®+ 15 END CONNECTION DETAIL 0 END CONNECTION DETAIL(1) END CONNECTION DETAIL(I END CONNECTION DETAIL 40 • REQUIRED ONLY FOR SPANS GREATER THAN 12'-0" POURED CONCRETE OR POURED CONCRETE OR CONCRETE D BLOCK WALL CONCRETE BLOCK WALL 4 4 REQUIR �S''EAS}TING GLASS REQUIRED EXISTING t: l ————— I 14 �G�S ___________- # /2"S.M.S Y '-�------ --------- ® 6"O.C. MIN. SEPARATION ______ _ _ ©OR®DRQ TO GLASS _ _ _ ________ --- MIN.MIN.SEPARATION SEE SCHEDULE CONCRETE 1/2"MIN. ON SHEET 25) Z ------ ---- CONCRETE --- TO GLASS ANCHOR (SEE SCHEDULE — ----- - C ANC OR ON SHEET 25) 12"O.C. / ' S ® 16" EQ O.C. __ 1/2"MIN. _ 2 —___ --_ 1 2"MIN. 6 ORQ OR I rJ �2"MIN. 2"MIN. EQ --_ PLAN VIEW Y s DETAIL X END INSTALLATION OoRQOR 6 OCR ODR®UR©+OQR (� HV BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. _END CONNECTION DETAIL 55E 60 �ECTION DETAIL 6 ` ---- O FLORIDA BUILDING CODE(High Velocit Hurricane Zone PItOGUrrP.EVTSED Q ,t•.$jENSi%• " ©2017 TILTECO INC,(ENGINEERING) ®2017 EASTERN METAL SUPPLY, INC. %as mrplyingaviUl the Florida o.44 67 '; SHUTTER TECH, iPic. MAXIMUM IMPACT HVII HV2 Suitding Coda , ^ ACCORDION SHUTTER AccGpiwua Ne� .V� e " P�sic.�ion Prr�,fl � /T_1 L E C® i lI C. Beenia Hv Accordion ShutterSys[em (ASSA # 26) i.V.B #1 W1 OR W/O H.V.WINDOW BLADE&H.V.BLADE TILLIi TESTING & ENGINEERING COMPANY Ey.N DESCRIPTION DATE ora.N by: LC. bfiDLDiU: r curtCOnDo _0� �Qnl � ,,�� 6355 N.W.361h.SL,St..305,MRgPNA GARDENS,FLORIDA 33166 7485 WEST 2 COURT 1 OLD I5-155 07/28/1 DATE: 07/28/17 Phone:(305)871-1830.Fax:(305)871-1531 HIALEAH, FL 33014 x a-mail: t�00067191.com 3 DRAWING No WALTER A TILLIT Jr.P.E PH (305) 823-2323 FAX (305) 826-7979 4 17-111 MIAMI-DADE COUNTY P.E. SEAL/SIGNATURE/DATE FLORIDA Ua. 44187 5 SHEET 8 6 24 OF 28 0 1 1 �( NOTES: ♦ SEPARATION TO QLASS REQUIREMENTS MAXIMUM SHUTTER SPAN (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN MINIMUM SEPARATION TO GLASS FOR SHUTTERS "L+" OR L—" (ft.)�C POSITIVE A.S.D. DESIGN LOAD. INSTALLED AT ALL ELEVATIONS OF BUILDING IS 3". INSTALLATIONS W/ SYM ICAL L—:MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE � A.S.D DESIGN LOAD. HD CENTEW31 OR(35 W/ ONE HD V34LOCK & N0 (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR LOCKINGS 3S ♦ WALL MOUNT NGS OR FLOOR/CE UNG GIVEN A POSITIVE A.S.D. DESIGN LOAD, DETERMINE MAXIMUM E POURED CONCRETE INSTALLATIONS MAXIMUM SPAN"L+'FROM SCHEDULE. A.S.D. GIVEN A NEGATIVE A.S.D. DESIGN LOAD, DETERMINE DESIGN MAXIMUM SPAN "L—"FROM SCHEDULE. LOAD ALL MOUNTING CONDITIONS (P`•T") FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE (+OR—)• L+(R) L—(R) MINIMUM DETERMINED SPAN BETWEEN"L+"AND"i"—'. 0 OR LESS 15'-5' 35 14"-10 18'—O" (3)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR IHc'7,Ai•i_gTJON NA 40 14'-4' 17'-10" COMBINATIONS IN BETWEEN WALL W/FLOOR/CEJUNG MOUNTINGS: .SUBSTRATE POURED CONCRETE 45 1t3'—it" 17'-5' (SHEET 22) 50 13'-6" 17'-0' FORA GIVEN POSITIVE A.S.D. DESIGN LOAD: MOUNTINGS DETERMINE: WALL 55 F3"-3' 16'-16" Lt+ffi MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. MOUNTING AA & EE 60 12'—it" 16-2' L2+-MAX. SPAN FOR FLOOR/CEIUNG MOUNTING i 65 12•—F 15`-6' INSTALLATIONS. FLOOR/CEILING BB, CC, DD, , 70 12'-6" is-11" FOR A GIVEN NEGATIVE A.S.D. DESIGN LOAD: MOUNTING FF & GG 75 12'-3` 14'-5' DETERMINE: 80 12'-0" 14'-0' Lt MAX. SPAN FOR WALT.MOUNTING INSTALLATIONS. 85 it'-10` t3—7 L2—=MAX.SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. 90 11'-6' 13'-2' 95 11'-3" 12-10" MIN MAXIMUM ALLOWABLE SPAN IS EQUAL 70 THE MIN BETWEEN "Lt+'. 'L2+", "Lr"AND 100 10'-6" 12'-6" 105 10'—O" 12'-2" (4)GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 110, 9'-6" 11'—it" ALLOWABLE SPAN AND MAXIMUM A.S.D. DESIGN LOAD TO 115 9'-1' 11'-8" DETERMINE MAXIMUM ANCHOR SPACING. 120 8'-9" 11'-5" 125 — 11'-2" 130 — 10'—Il" 135 — 1O'-9' 140 — 10'-8" 145 — 10'-4" 150 — TO'-2' . 155 — 10"-0' 168 — 9"-10' 165 — 170 — 9'-7' 1759'_5. iFD — 2 HV BLADE ONLY 9'-4` 190 — 9'-0" 195 — 8'-9" ... I TI(4! FLORIDA BUILDING CODE(High Velocity Hurricane Zone ,.� ®2017 EASTERN METAL SUPPLY,INC, 1! • ♦'C ,Sd+'•,. ©2017 TILTECO INC.(ENGINEERING) PRODUCT 2EVISED V CC MAXIMUM IMPACT HV1 HV2 nseaiiiS Ccg a4th the F2cridn r No.44167 �}{�TTC R-TECH.txC. ACCORDION SHUTTER Banding Cade w A=ptanea No � �"*g �; /pq ������BE1tTFU3 HV Acw Ton Shutter System n Date V INC. ter'^•• �?"3 e Z "o,,• � , (ASSA // 26) .V.BLADE 1 OR W10 f1.V.WINDOW BLADE&H.V.BLADE 12 .fy �7 EV.N DESCRIPTION DATE Drown by, L.C. I {jJ�}+ d�'' :'ytt„r �5 TILLIT TESTING & ENGINEERING COMPANY 7485, WEST 2 COURT 1 OLD 15-155 7/26/1 'DATE: 07/28/17 Q�li�llI. 1041PC QTn� fi 0 I \C',t1 6755 N.W.361b.SL.Ste,305,VRCINu GARDENS,FLORIDA 73166 Phone:(305)871-1530.Fax:(305)871-1531 HIALEAH, FL 33014 2 DRAWING No '���8sdddHddl!!1! WALTER LTEREIB 0006719 1.com 3 7— A TILUT dr.P.E PN {305} 823-2323 FAX {305} 826-7979 A FLORIDA Lie.144167 5 SHEET MIAMI—DADE COUNTY 1P.E. SEAL/SIGNATURE/DATE 6 25 OF 28 *SPECIFICATIONS ON ANCHOR REQUIREMENTS: POURED CONCRETE SUBSTRATE ANCHORS SPACING IEGEND MAXIMUM ANCHOR* SPACING (in) SCHEDULE FOR A GIVEN (A) ANCHORS TO WALL SHALL BE AS FOLLOWS: 1/4".TAPCON MAX. SHUTTER SPAN MAXIMUM A.S.D. DESIGN LOAD AND A _ 1 5/76".TAPCON xL CORRESPONDING MOUNTING TYPE A.1) TO EXISTING POURED CONCRETE: (Min. Vc = 3192 psi) FOR CONCRETE INSTALLATIONS — 1/4"0 TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX. MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON 15 1 3/4". A.2) TO EXISTING POURED CONCRETE: (Min. Vc — 2899 psi) ' POURED CONCRETE — 5/16"0 TAPCON XL ANCHORS;AS MANUFACTURED BY I.T.W. BUILDEX. MAXIMUM ALL MOUNTINGS AA THRU GG (SHEET 22) MINIMUM EMBEDMENT INTO POURED CONCRETE OF 5/16" TAPCON XL ANCHORS IS 2 1/4 SPAN (ft) USE MAXIMUM VALUES BETWEEN POSINE AND NEGATIVE A.S.D. LOADS 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 50 OR LESS >50 TO 90 >90 TO 120 >120 TO 160 >160 TO 195 WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTE A.1)ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS CONSULT THIS ENGINEER. 8" 4 1/2 3 1/2" — — (B) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF'THE OR LESS ANCHOR'S MANUFACTURER. 12" 8" 3 3/4" (C) SEE BELOW FOR MINIMUM REQUIRED EDGE DISTANCE FOR ANCHORS. 6" 3 1/2° 3"$ UP TO 12'-1" i 10" 6" 4" 4" — >12,-1 4" 3 1/2" — — _ MINIMUM REQUIRED EDGE DISTANCE FOR ANCHORS I UP TO MAXIMUM ANCHOR SPACINGS ARE VALID FOR 18'-0 7 1/2" 5 1/2" 4" — _ 3" EDGE DISTANCE FOR 1/4"0 TAPCON AND 3 5/8" EDGE DISTANCE FOR 5/16"0 TAPCON XL. 1 NOTE: + VAUD ONLY FOR UP TO 10'-0'SPAN (2� HV BLADE ONLY ��,•''EF1A.T/(� ., FLORIDA BUILDING CODE(High Velocity Hurricane Zone @2017 TILTECO INC.(ENGINEERING) 02017 EASTERN MLTAL SUPPLY, INC. PRODUCT REVI58D $NUTTER=1' CH, 1NG MAXIMUM IMPACT HV1 HV2 na complYi.g'Ath the Florida �O.44167 ACCORDION SHUTTER Building Cw7c ' Acxaptaxe No ,Q•• *; 'L E C O p C, BERTHA HV Acmrdion Shutter System NxP' 2tct!'. F Q , (ASSA # 26) N.BLADE 1 W OR W 0 H.V.WINDOW BLADE&H.V.BIADE 2 • V \ EV.No DESCRIPTION DATE Drawn b. L.C. ,•(0 ID ,.. \ TILLIT TESTING & ENGINEERING COMPANY 7485 WEST 2 COURT°�`� 6355 N.W.36th.6L,Std 309,YiRGINLt GARDENS,FLORIDA JJ166 1 OLD'15-155 7/28/1 DATE: 07/28/17 Ph—:(305)871-1630.Fax:(305)871-1531 HIALEAH, FL 33014 2 DRAWING No Ftl t1 EB t000Ult.-D.W.— J WALTEALTE R A.TILUT Jr.P.E PH (305) 823-2323 FAX (305) 826-7979 4 1 7— 1 FLORIDA Ua.R 44167 5 SHEET MIAMI—DADE COUNTY P.E. SEAL/SIGNATURE/DATE 1 6 26 OF 28 1 1 I •1$7�S _____________T -------------T_�T_ I 12'MIN.CLEARAtJCE .0625 0625"'0625' i TO BLADE TOP EXTERIOR ^^^^t I I EDGE 1 A 0625" SECTION X—X HV WINDOW BLADE SCALE: 1 BLADE'S .1875" Y K"YP,KLE 3'0 OPENING .0625" 44 POLYCARBONATE IMPACT RESISTANT HV WINDOW 0.D625" BAYER MAKROLON 3103 POLYCARBONATE RESINS, UV—STABILIZED GRADE OR -SABIC EO EO ; INNOVATIVE PLASTIC LEXAN 103 RESIN FLAT PORTION OF BLADE (SEE NOTE "F" ON SHEET 28). • II i • I R 1.7500 44 EXTERIOR / 1.3750" HV WINDOW j POLYCARBONATE SOURCES FOR 44 APPLICABLE RESULT X02.8750 /� STANDARD�/ TYPICAL PROPERTIES / PAYER PASOINnowlr>: 1 1S I REFERENCE NATM1 /SMC Ptamc LIGlINaIaIDN JIM lF]LVI 10]NEnI PHYSIC. 5 3/4' 1 SPECIFIC GRAVITY ASTM D792. 0.0431b/ins X0.043 Ib/in ON NIERS i • MEGHeNICAL• 2 7CLEAR/8"MIN. I i TENSILE YIELD STRENGTH ASTM D638 9,400 p.s.i. 9,500 P....'.SEPARATION i _t 2 Ile FLEXURAL STRENGTH AT YIELD ASTM D790 12,500 P.s.i. 13,400 p.s.i. BETWEEN BETWEEN CLEARFLEXURAL MODULUS ASTM D790 340,000 p.s.i. 345,000 P.J. OP BLADE TABS .0625 03.7500 IMPACT: INGS ' 0625" 03.0000 NOTCHED IZOD ASTM D256 18 FT-Ib/in 17 FF-Ib/in �/ FIR B IRNIN HeRer7ERIS'r.c• SMOKE DENSITY ASTM D2843 47.2% 64.5%MAX SECTION Y—Y RATE OF BURNING ASTM D635 C-1 CLASS C-1 CLASS SCALE: 1" = 1' .7500" SELF IGNITION ASTM D1929 1040'F 980'F !1 eV/E hI�I.S: ASTM G155 TENSILE STRENGTH AFTER WEATHERING ASTM 638 9302 p..J. 8840 ps.i. _ EXTERIOR ELEVATION TENSILE STRESS BEFORE WEATHERING ASTM 638 8461 p.s.i. 8880 p.S.i. - SCALE: 1" = 1" 1 12'MIN.CLEARANCE TO BLADE BOTTOM TYPICAL HV WINDOW BLADE 1AND . EDGE i SCALE: 3/8"=l POLY RBONATE HV WINDOW DETAIL FLORIDA BUILDING CODE (High Velocity Hurricane Zone '4,/*FZENSF�•..W ©2017 mTECO INC.(ENGINEERING) ®2017 EASTERN METAL SUPPLY,INC. PRODU(,'TRBVTSBUFAHUTTERMECH� INC. MAXIMUM IfYIPACT HV1 HV2 Ss aa^�pTS'Pgwish the FlorldD4ACCORDION SHUTTER 13n'I ips Coda Acceptance Na 4003 •T BERTHA HV Accordion Stutter system may" fon U'ie .��A f (ASSA # 26) N.BLADE 1 W OR W/O H.V.WINDO BLADE&H.V.BLADE 2 EV.Na DESCRIPTION GATE Drawn b. L.C. 1t5um11Ds wtCanra 0 F(Op T� TICCIT TESTING & ENGINEERING COMPANY 7485 WEST 2 COURT �(`''•.,, 810•.• \`11 0lee N.W.ism.SL,Sts.305,VIRGINIA GARDENS,FLORIDA 33168 1 OLD 15-155 07/28/1 DATE: 07/28/17 • e , '•••• Phone (305)871-1530.Fax:(305)871-1531 HIALEAH, FL 33014 1 BONA%— Fj11 a-moa:b1tecoo"I.cam 3 DRAWING No 1 WALTEREA��UT Jr.P.E PH (305) 823-2323 FAX (305) 826-7979 4 17-111 FLORIDA Uc.B 44167 5 MIAMI—DADE COUNTY P.E. SEAL/SIGNATURE/DATE SHEET 6 27 E 28 • GENERAL LIMITATIONS AND CONDITIONS OF USE FOR BERTHA WI 1.MAX.ASA:DESIGN PRESSURE RATING:+1,10,i- 110 P.ad. 4-7 2. MAX.SHUTTER SPAN:96". 3.ALLOWED MOUNTINGS:A,0,G&H ON SHEETS 6,7;AS WELL AS MOUNTINGS M.O,T,U&W ON SHEETS 18& 19. 4 ONLY CENTERMATES (BOTH W/F24 OR��)ARE ALLOWED WITHµM z ley PR ED INA AL OR OPPO NC LAYOUT.IN CASE OF OPPOSING >; YOUT, 5 MUST BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF OO ®� '4o J CENTERM F 16 0 5.(A)1N WINDOW BLADE(9 SPALL ONLY ALLOW A W30MUM OF 5 OPENINGS ; TIP EA END (3'0 HOLES)FOR 44 PER BLADE AT SPACINGS SHOWN ON SHEET 27. I (B)MIN.CLEARANCE FR01 TOP OR BOTTOM EDGE OF HV WINDOW BLADE OF ANI'3'0 HOLE FOR U SHALL BE 12'. MAIL 5 WINDOWS ALLOWED AT LPP n (C)FIRST OR LAIT BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV WINDOW BLADE WINDOW BLADE 10 THROUG WIBLADEA MUST BE USED ALTERNATE TO A SOLID HV BLADE lO (E)C MA1E5 SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLD HV BLADE 1 A7 EITHER SIDE OF THEM. 0 'cI (F)POLYCARBONATE HV WINDOW(4�4 SHALL BE INSTALLED 90 TH TABS FACE SEE END •I , g�� THE INTERIOR OF THE OPENING BEMC PROTECTED.HV WINDOW 44 MUST BE DCONNECTIONETAILS N ` FQ ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROVID BY ASSA, SHFEf 11 NP. SX FULL HEICHi. hjbR 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS ON SHEET 16,AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES P P 9d 't &2 ABOVO. •oi CM 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED Si CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 13&14 AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES 1 &2 ABOVE). &MINIMUM SEPARATION TO GLASS SCHEDULE: D ®H 5 (SEE PLAN TTP Top O&BOTTOM REQUIREMENTS) W 1 5 «7 SHUTTQi SPAN MINIMUM SEPARATION TO GLASS O� LMfTED ID e6'Max. 5' ELEVATION MIL SEPAWNION TO Gloms IXISTNG ----------------G-U- ----_ - -- SEE SCHEDULE ON SHEET 12 FOR Lom AND SHEET FOR lIIPES ------- I 16 TYP. ;� /\: \,! \\r '(r-� .. / Id `•'d \�• ' 4 Q 1p• s1T1A�ETRIR 5 GENTERMATEs 21 ® DAND �1 ) (s NOTE a a9ovE) -PLAN TYPICAL In HV BLADE WORKING IN UNISON_ WITH HV WINDOW BLADE (11A SHUTTER* T. .I FLORIDA BUILDING CODE(High Velocity Hurricane Zone t/ ©2017 TILTECO INC,(ENGINEERING) ®2017 EASTERN METAL SUPPLY,INC. PRODUCT REVISED �.`•P'���ENSF'•:9 a7HLITTER TECH INC. MAXIMUM IMPACT HV1 HV2 es complying with TheflGaida ;' 0.44167 = ACCORDION SHUTTER 1306 Tg Cody BERTHA NV Accudion Shutter System Acceotm,ya Mol - .Q1j� /T1_L E C O INC. (ASSA # 26) .V.BLADE 1 W OR W/O H.V.WINDOW BLADE&H.V.BLADE 2 P-vim DDIda- •T• ` \ Q \ EV.Na DESCRIPTION DATE Drawn 6. L.C. BJ, 9•., t�\\\ 71LLIT TESTING & ENGINEERING COMPANY 7485 WEST 2 COURT I OLD 15-155 7/28/1 DATE: 07/28/17 14liaati Dna G IIf.C[Ia1T(, 0 ••F� R1 •.•'••� \\ 6355 N.W.36th.St.Sta.305,NRGINIA GARDENS,FLORIDA 33t66 ,1f1\ Phone (305)871-1530.Fax:(305)671-1531 HIALEAH, FL 33014 2 DRAWING No A1..(G/IILIL —mail: 600087191.com 3 17-111 ^�.LT"""'APPPPI WALTER A TILUT J,P.E. PH (305) 823-2323 FAX (305) 826`-7979 A FLORIDA Uc.If 44167 5 SHEET MIAMI-DADE COUNT( P.E. SEAL/SIGNATURE/DATE 6 28 OF 28 EOTHICK UIRED�MINIMUM VARIESINSTALLATIONS W/ n HV BLADE & HV CENTERMATES �1 -X2.000"Max.r Min.IA5TM2A-6573 GRADE 40 2•Max.— * No. Lq ' Min.G-60 GALV.STEEL w 43b INTO METAL STUD WALLS 0 a• METAL STUDS AT 16.O.C. 1 ------ O' ®6.O.C. 40 41 3a 1/4°o NOMINAL GENERAL LIMITATIONS AND CONDITIONS OF USE W w 1 —J 1/z " 3s ALUMINUM SLEEVE FOR BERTHA n HV BLADE ACCORDION SHUTTER 6063-T5 ALLOY 1 43a o 12 x _ M INSTALLATION TO METAL_STUD WALLS REWIRED MINIMUM t Min. a> SYSTF 1 3/4•x 6 1/4'x 0.035'THICK Min.l 43c ®6.O.C.I: `•� SEPARATION TO GLASS SCHEDULE' 3�11.LENGTHI oao• CONE.G-LV.STEEL TRACK C WJNEI", I �f 1. MAX. A.S.D. DESIGN PRESSURE RATING; +75, - 75ASTM �+ 11' GALVANIZED 3GRADE 40 FASTENED TO SKIDS O I 8.O.C. EXISTING FINISH 3B 1 P•S.f. MAX SHUTTER MINIMUM W/(2)#6xl/2•TIX SCREWS ON INTERIOR&EXTERIOR FACE I AS APPLICABLE 'n SPAN L In SEPARATION ' w 2. MAX. SHUTTER SPAN: 84" ( ) TO GLASS ' EXISTING GLASS—I MIN.SEPARATION � OSCHEDULE) t 43 3. ALLOWED MOUNTING: ON THIS SHEET. 84" OR (SEEGLASS MS 3 1 4" 43 1/4"O-20X3' BOLT LESS / MUST PENETRATE 43c 1" I I 1 (TYP.) EXISTING FINISH 1 m 4. ONLY NTERMATE 21 W/ 24 HV LOCK ARE ALLOWED AS APPLICABLE REWIRED MINIMUM . ° WITH 21 ARR�GED A SYMMETRICAL LAYOUT. 1.37x" 1 g4'x 6 1/4•x 0.035•THICK Mini 1 USE OF (2)135)(6" LONG, MINIMUM) MUST ALWAYS BE a 2s0" r- 050' o cofIJJTT GALV.STEEL TRACK CHANNEL.• 43c 43a ; � ASTM A-553 GRADE 0 Min.G-60 ; I' i i INCLUDED AT XTERIOR OR INTERIOR ACCESS SIDE OF 't GALVANIZED FASTENED TO SRC; I a 6.O.C. a 6.O.C. , nT w/(2)#6x1/2•TEK SCREWS ON I CENTERMATE. INTERIOR&EXTERIOR FACE I 1• 1/4"�-20 THREADS Min. BLADE SLACK DETAIL HVF IS VALID FOR 43 1/4"� ELCO CONSTRUCTION CENTERMATE 21 APPLICATION WITH BLADE 1Q PRODUCTS FAB—LOK HD 12 REQUIRED 2Mz"0035•THICK L +i'VAwES ' 0 6360.0. COMPONENTS Min.ASTM A-853 GRADE 40 SCALE: 3/B"= 1" I G-60 GALV.STEEL -) MS WALL HEADER/SILL INSTALLATION XISTING FINISH AS APPLICABLE METAL STUDS AT 16'O.C. '.���`- I (TYP.TOP&BOTTOM) i. _______ __ _ _____ 1 3/4•.6 1/4'x 0.035•THICK Min. ; ONT V.STEEL TRACK t - EXISTING CLASS - - - - - - - ASTM A 653 GRPDE 0 Min.G-60L ., ,.:.. .. 2"TEK SCREWSSTENED TO DON S :::: C..:.•.... .::... I GALVANIZED#Bx 14; ; ; ; :;:;':.;.::; SYMMETRYCAL :'•t'; ;:•• MMEl ftl CAL .I 1.-'`'I. MIN. SLT ARAT ON VARIES i I I R&EXTERIOR FACE 4.3a 4.5b 43c°.: 1. 1...; .1.. I: ,�.::: t I•.: 1 1 _ ;;; '""CENTERMATES W/ _.1 1: To cuss 2" I•; :, ,.;�:y-.;: ,:, _ .•' '`r CENTERMATES W/:.:I I: � �•<, :; ;:. -•7' (SEE SCHEDULE) Max. INTERIOR ACCESS SIDE:: ; ;:! ;•:, IfXTERIOR ACCESS SIDE I 4 :. 60N.SEPARATION TO GLASS I N3 MN.;;.TION TO GLASS I N (}, W/INSIDE LOCK(SEE MOLM 6" .n.) w/OUTSIDE LOCK(SEE SOME) _ ------------------------------- --------- ----------------`------ --------------- -- -------- ----------- -- --------- -� ---------------------------------- -------- - 24 ----------------------- — -- --- ---- ' ----------------------- --------- ---------------- ------------------ - ----------�=_�}_ -- -- -- ---------------= --- -- ._J ----------------- ------- -- ------------------ ----------21 -- ----- ------; - t ---- --- ----- + ---- 1 2)42 -- 21 --9 21 21 LOCATED AT 12 HV HEADER/SILL END s —----------- — ----------------- - VIEW Y 4 1 23 1/4 (Typ) 3 (6"Min.) 24 SIDE CONNECTION TO TRACK ly- 6 I/2"(TYP-) 7" _ 7" 6 1/2•MAX. SLACK ** (cont.) A.r1 � BLADE SLACK DETAIL HVF FJyA �R � FLORIDA BUILDING CODE(High Velocity Hurricane Zone `x1'� •'�j,CENSF••..�`•. ©2017 TILTECO INC.(ENGINEERING) (D 2017 EASTERN METAL SUPPLY,INC. PRODUCT REVISED ,` ,�`j'}{g)��'��g$���y$, iNC. MAXIMUM IMPACT HV1 HV2 1>,cowly4ng with Da FlOdda NO.44167 ACCORDION SHUTTER Bt.•ildi'm Cod`-" BERTHA HV Accordion Shatter System ".I, Na ogcg _ IL E C® INC. phi Gn maa--gl�* (ASSA # 26) .V.BLADE 1 W OR W/0 H.V.WNDOW BLADE&N.V.BLADE EV.N DESCRIPTION DATE I Drown L.C. By, TICCIT TESTING & ENGINEERING COMPANY 7485 WEST 2 COURT I OLD 15-15s 7/28/1 DATE: 07/28/17 ?Ail IDSL_ ct ..........UIiI • l� 6355 N.W.36th.St.,Ste.30.5.VIRGINIA GARDENS.FLORIDA W106 11 Phone:(305)871-1530.Fax:(305)871-1531 HIAL_EAH, FL 33014 2 DRAWING No NAL ILLI( .-.dl: t E8'0006719com 1. 3 '•����////77III WALTER A TILUT Jr.P.E PH (305) 823-2323 FAX (305) 826-7979 4 17-111 FLORIDA Uc.®44167 a28A E 28 MIAMI-DADE COUNTY P.E. SEAL/SIGNATURE/DATE