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HomeMy WebLinkAboutProduct ApprovalShutter Tech, Inc. 7485 West 2a1 Court Hialeah, Florida 33014 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: " Maximum Impact Bertha HV " Aluminum Accordion Shutter System APPROVAL DOCUNIFNT: Drawing No. 17-111, titled" Maximum Impact HV I HV2 Accordion Shutter sheets I through 28 of 28, and 15A & 28A, prepared by Tilteco, Inc., dated July 28, 2017, signed and sealed by Walter A. Tillit Jr., P.E., on August 11, 2017 bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section_ FISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, the following statement: "Miami -Dade County Product Control Approved", and NOA number, per TAS -201, TAS - 202, and TAS -203, unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been Bled and there has been no change in the applicable building code negatively atfecting 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. ADVERTISEIIMNT: 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. DNSPECTION: 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. Page J 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 HVI HV2 Accordion Shutter", sheets I through 28 of28, and sht. 28A of 28, prepared by Tilteco, Inc., dated 0112012012, signed and sealed by Walter A. TillitJr., 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 (PERA). 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 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, 2012, signed and sealed by A . Walter A. Tillit, Jr., P.E., certif7ing that the drawing (No. 12-019) prepared for Metal Tech, Inc. is engineering wise identical to ASSA's generic drawing (No. 11-111). 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0129.13 A. DRAWINGS 1. Drawing N. o. 14-004, titled "Maximum Impact HVI HV2 Accordion Shutter sheets I through 28 of28, and sht. 28A of 28, prepared by Tilteco, Inc., dated 0112012014, signed and sealed by Walter A. Til'litJr., P.E., on January 29, 2014. B. TESTS 1. None. C. CALCULATIONS 1. None. E-1 Cffel.my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 11-0905.03 Expiration Date: 04/26/2022 Approval Date: 02/15/2018 Shutter Tech, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 15-0624.03 A. DRAWINGS 1. Drawing No. 15-155, titled " Maximum Impact HVI DY2 Accordion Shutter , sheets I 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 See Association's generic approval under 15-0803. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofRegulatory and Economic Resources. E. MATERIAL CERTIFICATIONS See Association's generic approval under 15-0803. F. STATEMENTS 1. Letter by Tilteco Inc., dated May 22, 2015, signed and sealed by Mr. Walter A. Tillit, Jr., P.E., certifying that the 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. H4511hy 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-2 Shutter Tech, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 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 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 EBC, 2014 Edition. 2 Release letter issued by the American Shutter System 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. Carissa 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 HVI HV2 Accordion Shutter ", sheets I through 28 of 28, and 15A & 28A, prepared by Tilteco, Inc., dated July 28, 2017, signed and sealed by Walter A. Tillit Jr., RE on August 11, 2017. B. TESTS 1. See Association's generic approval under 18-0097. 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 18-0097. F. STATEMENTS 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 EBC 2017 Edition. / f % 2 v" �'�`��G% 621[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-3 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 THE FLORIDA BUILDING CODE. THIS ACCORDION SHUTTER SYSTEM MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. 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. IN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN HIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAX. (A.S.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 12 THRU 17 & 25, 26, 28 & 28A. IN ORDER TO VERIFY THAT ANCHORS ON THIS P.A.D., AS TESTED, WERE NOT OVER STRESSED, A 33% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NOT USED IN THEIR ANALYSIS. BERTHA H.V. ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIEDIN ACCORDANCE WITH SECTION 1628 OF THE ABOVE MENTIONED CODES AS PER ATL REPORTS: -HV BLADE 10 #0214.01-03, #0715.01-03, #1004.01-05, #1214.01-05 #0317.02-06 AND #0609.01-10 AS PER TAS 201, TAS 202 AND TAS 203 PROTOCOLS. -HV WINDOW BLADE ® #0505.01-08 AS PER TAS 201, 202 & 203 PROTOCOLS AND 0725.01-08 AS PER TAS 202 PROTOCOL- -HV BLADE20 #0422.01-05 AS PER TAS 201, TAS 202 AND TAS 203 PROTOCOLS. 2. HV BLADE(j) AND 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 7-10 ALL SCE TIND ZONE MUST BE CLEARLYHIS SHALL INCUDE REQUIREMENTS (FOR MIN. FIED EPA ATON IN ACCORDANCE yTOHGALASS. DELIMITATION OOFTING WND ZONIESON4 AND 5ANDAAS SWELL AS VALIDITY FTYPESE COMPONENTS FOR MUST BEOHV B DE 01 &Q2 ACCORDION TO THE CORRESPNDING(SHUTTERS SYSTEMS FOR EITHER WIND ZONE SHALL BE PREPARED AND CERTIFIED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT BASED ON BUILDING CONFIGURATION AND ASCE 7 STANDARD, AND SHALL BE SUBMITTED TO THE BUILDING OFFICIAL AT THE TIME PERMIT IS APPLIED FOR. HV BLADE AND HV WINDOW BLADE i@ ARE ALSO ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 28. 3. BERTHA H.V. ACCORDION PINS (HV SCREWS), USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE # 102.75 AND # 14X1.75 RESPECTIVELY, 410 -HT MINIMUM SERIES STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 ksi TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 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 FOR 6005-T5 ALLOY. 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN. YIELD STRENGTH AND 90 ksi MIN. TENSILE STRENGTH AND TO COMPLY W/ FBC SECTION 2411.3.3.4. 6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS: HV BLADE10: 13, 14, 15, 15A, 16, 17 AND 28A. HV BLADE 26. HV BLADE10 & 1Q WORKING IN UNISON: 13, 14 & 16. 8. THIS BERTHA H.V. ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT #6'779,582. COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S. PATENT #5'458,179 ISSUED TO EASTERN METAL SUPPLY, INC. 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 SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN, THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. 10. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER, TENANT, OR OTHERS, MUST PROPERLY CLOSE ALL HV AND HD CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. 11. A PERMANENT SHUTTER MANUFACTURER'S LABEL SHALL BE PLACED ON THE EXPOSED SURFACE OF THE SIDE AIL APPROXIMATELY 4" BELOW THE TOP OF SUCH RAIL LABEL SHALL READ AS FOLLOWS: SHUTTER -TECH, INC. MIAMI, FL. MIAMI - DADE COUNTY PRODUCT CONTROL APPROVED. 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. 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 P.A.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.A.D., PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c) THIS P.A.D. 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 P.A.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.A.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) ORIGINAL P.A.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. ➢xEtL,Pi?s T.I'.'v ISE'➢D Ari ; reel N,1'7 -a q MIAMI-DADE COUNTY l°` �Qv` JpEfdstc` .L'9 ` © 2017 TILTECO INC. (ENGINEERING) ° r No. 44167 °: r ' L E C m 0 INC. ®`�+4®'V' TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th, St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 ®_ Phone : (305)871-1530 . Fax : (305)871-1531 �lry/j�p�yg '�- e-mail: tilteco®aol.com r"1y®gONAL F'I¢fTl1 ES -000671 WALTERA. TILUT J9 P. E. P.E. SEAL/SIGNATURE/DATE FLORIDA Uc. # 44167 TABLE OF CONTENTS GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY 38-43 SHEET 4 AREA 2: HV BLADE (1) AND HV WINDOW BLADE X1-4 (WHERL APP I ABI F TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-E, CONCRETE/BLOCK SHEET 6 INSTALLATION DETAILS F -L, CONCRETE/BLOCK SHEET 7 CENTERMATE DETAILS HV SHEET 8 CENTERMATE ALTERNATING DETAILS HV SHEET 9 CENTERMATE DETAILS HD SHEET 10 END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 11 MAXIMUM SPAN TABLES SHEET 12 ANCHOR SCHEDULE- CONCRETE SHEET 13 ANCHOR SCHEDULE- CONCRETE SHEET 14 ANCHOR SCHEDULE- CONCRETE SHEET 15 ANCHOR SCHEDULE- CONCRETE BLOCK SHEET 15A ANCHOR SCHEDULE- WOOD SHEET 16 ANCHOR SCHEDULE- WOOD SHEET 17 INSTALLATION DETAILS M -R, WOOD SHEET 18 INSTALLATION DETAILS S -X, WOOD SHEET 19 END CONNECTION DETAILS 7-12 & X, WOOD SHEET 20 TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 21 INSTALLATION DETAILS AA -GG, CONCRETE SHEET 22 CENTERMATE DETAILS HD SHEET 23 END CONNECTION DETAILS 1-6 & X, CONCRETE/BLOCK SHEET 24 MAXIMUM SPAN TABLES SHEET 25 ANCHOR SCHEDULE, CONCRETE SHEET 26 TYPICAL WINDOW BLADE & WINDOW DETAIL SHEET 27 TYPICAL SHUTTER ELEVATION SHEET 28 AREA 5• HV WINDOW BLADE n ONLY INSTALLATION DETAILS, METAL STUD WALLS SHEET 28A THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA FLORIDA B SHUTTER TEEN. INC. (ASSA # 26) 7485 WEST 2 COURT HIALEAH, FL 33014 PH (305) 823-2323 FAX (305) 826-7979 nw vv �uf n vela Ol PJ num COfte Li © 2017 EASTERN METAL SUPPLY, INC. MAXIMUM IMPACT HV1 HV2 ACCORDION SHUTTER ty. N DESCRIPTION DATE DEawn by: L.C. 1 OLD 15-155 D7/28"1 DATE: 07/28/17 3 DRAWING No 4 17-111 5 SHEET 6 1 /tr 90 ���. 3"0 FOR WINDOW 6a E 1A m @ Z34^ la OYFa 4.371• �'S54" 4.857" T HV SOLID BLADE COVERED UNDER US PATENT # 5458179 1� HV WINDOW BLADE* LIMITATIONS OF USE OF BLADE 1@ ON SHEET 6063—T6 ALLOY AND TEMPER U HV ADJ. FLOOR TRACK QUALIFIED FOR USE W/ HV BLADET,(B &O 6063—T6 ALLOY AND TEMPER 11 HV CEILING HEADER QUALIFIED FOR USE W/ HV BLADE (D & SEE SECTIONS FOR VALIDITY 6063—T6 ALLOY AND TEMPER X Y MIN.X MIN. Y MN. t i" 1" 0.062" t 16 SIDE ANGLES QUALIFIED FOR USE Y HV BLADE T,® & 6063—T6 ALLOY AND TEMPER i0 o @6 O Di 0334^ e'4Sq. `til 4.371 AoJ @ �°l 4.857 (2) HV BLADE COVERED UNDER US PATENT # 5458179 28 6005—T5 ALLOY AND TEMPER 3.226" 1.500" F085" T P.) r n 4.897" 07 HV ADJ. ADAPTER W/LIP W QUALIFIED FOR USE HV BLADE 10,® &� 6063—T6 ALLOY AND TEMPER 1� HV HEADER/SILL QUALIFIED FOR USE W/ HV BLADE1T & SEE SECTIONS FOR VALIDITY 6063—T6 ALLOY AND TEMPER ALUMINUM ANGLES QUALIFIED FOR USE W/ HV BLADE (SEE SCHEDULE) 6063—T6 ALLOY AND TEMPER A< t`On2tpt)'YOc.. bi'Ai?I, is;i °�i6JFS':3 ply 0 MIAMI—DADE COUNTY I P.E. a 0 0.454" 4.385" 4.999" 30 HV UNIVERSAL FLOATER QUALIFIED FOR USE W/ HV BLADE 10&( 6005—T5 ALLOY AND TEMPER ®HV WALK—OVER TRACK QUALIFIED FOR USE W/ HV BLADEO&O 6063—T6 ALLOY AND TEMPER COMPONENT A B Ti T2 13 HD CEILING HEADER/SILL QUALIFIED FOR USE W/ HV BLADE (:D & SEE SECTIONS FOR VALIDITY 6063—T6 ALLOY AND TEMPER c ".. (/'q `+ .GENS� ° ••®® ' © 2017 TILTECO INC. (ENGINEERING) IL ECO � INC. �BLADE UALIFTE 17 2" 5" MAX.#0.192' a -®/ ®\ P 6355 N.W. 36th. St., Ste. 305. VIRGINIA GAROMS, FLORIDA 33166 • ®\® "••.,,••„/�+•'� 18 2" 5" MAX. 1«,e S1ONR� ) WALTER A. ®'o!+ - 7" MAX. c ".. (/'q `+ .GENS� ° ••®® ' © 2017 TILTECO INC. (ENGINEERING) IL ECO � INC. 0.090" ! C F \t TILLIT TESTING & ENGINEERING COMPANY a -®/ ®\ P 6355 N.W. 36th. St., Ste. 305. VIRGINIA GAROMS, FLORIDA 33166 • ®\® "••.,,••„/�+•'� Phone : (305)871-1530 . Fax : (305)871-1531 e—mail: t10006®191.com 1«,e S1ONR� WALTER A. ®'o!+ - FLORIDA Lic. # 44167E VARIES ®HV DIRECT MOUNT QUALIFIED FORUSE W/ HV BLADE 10 ,([� & 02 6063—T6 ALLOY AND TEMPER 9O HV TRENCH TRACK QUALIFIED FOR USE W/ HV BLADE 02 ONLY. 6063—T6 ALLOY AND TEMPER HD WALL HEADER/SILL QUALIFIED FOR USE W/ HV BLADE ( & 3 SEE SECTIONS FOR VALIDITY ALLOY AND TEMPER 20 CORNER POSTS QUALIFIED FOR USE W/ HV BLADE 10,® &02 6063—T6 ALLOY AND TEMPER SHUTTER—TECH, txc. (ASSA # 26) 7485 WEST 2 COURT HIALEAH, FL 33014 1.491" 1.200" r 0 ti OJ Y. OS HV 90' 180' STARTER QUALIFIED FOR USE fT HV BLADE T ,® & 2 6063—T6 ALLOY AND TE PER HV RAINGUARD QUALIFIED FOR USE W/ Hb BLADE 1 & 2. 6063—T6 ALLOY AND TEMPER SHD CEILING HEADER/SILL QUALIFIED FOR USE W/ HV BLADE O,® &02 6063—T6 ALLOY AND TEMPER BUILDING CODE (High Velocity Hurricane Zone © 2017 EASTERN METAL SUPPLY, INC. MAXIMUM IMPACT HV1 HV2 ACCORDION SHUTTER PH (305) 823-2323 FAX (305) 826-7979 L.C. 1 I I OLD 15-155 107/28/171 DATE: 07/28/17 1 a I I DRAWING No 4 1 1 1 17 I —111 fft 0.125” 0.090" 20 CORNER POSTS QUALIFIED FOR USE W/ HV BLADE 10,® &02 6063—T6 ALLOY AND TEMPER SHUTTER—TECH, txc. (ASSA # 26) 7485 WEST 2 COURT HIALEAH, FL 33014 1.491" 1.200" r 0 ti OJ Y. OS HV 90' 180' STARTER QUALIFIED FOR USE fT HV BLADE T ,® & 2 6063—T6 ALLOY AND TE PER HV RAINGUARD QUALIFIED FOR USE W/ Hb BLADE 1 & 2. 6063—T6 ALLOY AND TEMPER SHD CEILING HEADER/SILL QUALIFIED FOR USE W/ HV BLADE O,® &02 6063—T6 ALLOY AND TEMPER BUILDING CODE (High Velocity Hurricane Zone © 2017 EASTERN METAL SUPPLY, INC. MAXIMUM IMPACT HV1 HV2 ACCORDION SHUTTER PH (305) 823-2323 FAX (305) 826-7979 L.C. 1 I I OLD 15-155 107/28/171 DATE: 07/28/17 1 a I I DRAWING No 4 1 1 1 17 I —111 21 HV CENTERMATE s QUALIFIED FOR USE W/ HV BLADE 1O& 1A ONLY 22 HV FLOATING CENTERMATE s, 6063-T6 ALLOY AND TEMPER QUA IED FOR USE W/ HV BLADE(D& & 1A ONLY 6063-T6 ALLOY AND TEMPER 0 7.000" 100• l �D• ,. S ` _ Tm 2.750' 23 HV CORNER CENTERM Q CCALIFIED FOR USE W/ HV BLADE 6063-T6 ALLOY AND TEMPER ONLY 1/4"-20 THREADED CAST LBRASS CYLINDER & KEYS (CHROME PLATED) ® HV LOCK QUALIFIED FOR USE W/ HV BLADE(j) & ((� ONLY. 2 0 n r N m PIAN FRONT ELEVATION .822" ,� " 4.566 ®HV MALE T LOCK CENTERMATE 27 LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE (DONLY ® NV FEMALE "T" LOCK CENTERMATE HV "T" LOCK QUALIFIED FOR USE W/ HV BLADE DONLY 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE 1 ONLY QUALIFIED FOR USE 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER' W/HV BLADE O ONLY. HD CENTERMATE W/ NO LOCKING ROD QUALIFIED FOR USE W/ HV BLADE( &O 6063-T6 ALLOY AND TEMPER 0-20 S.S. OR 3/8"0-16 L THUMBSCREWS. DETAILS) 1 ±15' g ® LOCKING ROD z� Or QUALIFIED FOR USE W/ HV BLADE1� ,g & 2 6063-T6 ALLOY AND TEMPER y�5/INSTALLATION WILL REQUIRE A 7/16" HOLE D ILLED AT TRACKS FOR PROPER EMBEDMENT .214" QUALIFIED FOR USE W/ HV BLADEW & 6063-T6 ALLOY AND TEMPER 1.130" N m m m 375"O © HV 3 8"0-16 ACETAL THUMBSCREWS QUALIFIED FOR USE,A/, HV BLADE1)& 0 #3 HD CENTERMATE'S INSERT QUALIFIED FOR USE WED, to &O 6063-T6 ALLOY AND TEMPER 71/2" ii /4"4 HV 1 /4" 0-20 AISI 304 ERIES S.S. THUMBSCEQWS QUALIFIED FOR USE W/ HV BLADE 1 & 0 1/4"-20 THREADED rDIE CAST HOUSING ENAMEL u� BAKED PAINTED M EGRESS TURN KNOB. BRASS CYLINDER (CHROME PLATED) ® HV EGRESS LOCK QUALIFIED FOR USE W/ HV BLADE 10 & ® ONLY. 250" O.D. PLASTIC HEAD - .518" .5 MOLDED TO m m SCREW r N .360" AFTER RIVETING 1 /4",@-20 x 3/4" BEFORE RIVETING S.S. THUMBSCREW 1/4"0-20 RIVNUT* SERIES 9444 ALUMINUM (2024-T3 ALLOY) LARGE FLANGE THIN SHEET NUTSERT, PART # 0820, AS MANUFACTURED BY AVDEL CHERRY TEXTORN, PARSIPPENY, NEW JERSEY 07054 OR EQUAL. ® HV ALTERNATIVE LOCK QUALIFIED FOR USE W/ HV BLADE ONLY. _255: _�-THUMBTURN CYLINDER OR KEY CYLINDER 0.875" Min. 1 .125" Max. THUMBTURN CYLINDER OR KEY CYLINDER 34 HD LOCK BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. QUALIFIED FOR USE W/ HV BLADED&O FLORIDA BUILDING CODE (High Velocity Hurricane Zone ae®1t°/p��e © 2017 TILTECO INC. (ENGINEERING) © 2017 EASTERN METAL SUPPLY, INC. r� :t�� �\GENS�C' 4 MAXIMUM IMPACT HV1 HV2 - SHUTTEH-TECH ixc. d Lrt- . 6> : r ACCORDION SHUTTER A ''{` § {"` -� ; " 0 1 L ECO INC. BERTHA HV - Accordion Shutter System fly : g (ASSA # 26) TV. BLADE #1 W OR W/O H.V. WINDOW BLADE & H.V. BLADE )i'T*•, %ta,', - - �A�a ' EV. N DESCRIPTION DATE Drawn by: L.C. _ai:e.tr..=. /4.t ®\ TILLIT TESTING & ENGINEERING COMPANY 74$5 WEST 2 COURT " 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 1 OLD 15-155 07/28/1-, DATE: 07/28/17 Phone (305)871-1530. Fax (305)871-1531 HIALEAH, FL 33014 z o \` e-mail: tilteco®aol.com DRAWING NO �cSSONA�-��PPPPi EB -0006719 3 0 WALTER A. TILLIT Jr. P. E. PH (305) 823-2323 FAX (305) 826-7979 4 17-111 ®'�®® rsessas®e FLORIDA Lie. # 44167 5 SHEET MIAMI—DADE COUNTY P.E. SEAL/SIGNATURE/DATE - 0 e .545" � 0 ro N M O 0O 0 � N a 0 0 O ro .804" Qo _�-THUMBTURN CYLINDER OR KEY CYLINDER 0.875" Min. 1 .125" Max. THUMBTURN CYLINDER OR KEY CYLINDER 34 HD LOCK BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. QUALIFIED FOR USE W/ HV BLADED&O FLORIDA BUILDING CODE (High Velocity Hurricane Zone ae®1t°/p��e © 2017 TILTECO INC. (ENGINEERING) © 2017 EASTERN METAL SUPPLY, INC. r� :t�� �\GENS�C' 4 MAXIMUM IMPACT HV1 HV2 - SHUTTEH-TECH ixc. d Lrt- . 6> : r ACCORDION SHUTTER A ''{` § {"` -� ; " 0 1 L ECO INC. BERTHA HV - Accordion Shutter System fly : g (ASSA # 26) TV. BLADE #1 W OR W/O H.V. WINDOW BLADE & H.V. BLADE )i'T*•, %ta,', - - �A�a ' EV. N DESCRIPTION DATE Drawn by: L.C. _ai:e.tr..=. /4.t ®\ TILLIT TESTING & ENGINEERING COMPANY 74$5 WEST 2 COURT " 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 1 OLD 15-155 07/28/1-, DATE: 07/28/17 Phone (305)871-1530. Fax (305)871-1531 HIALEAH, FL 33014 z o \` e-mail: tilteco®aol.com DRAWING NO �cSSONA�-��PPPPi EB -0006719 3 0 WALTER A. TILLIT Jr. P. E. PH (305) 823-2323 FAX (305) 826-7979 4 17-111 ®'�®® rsessas®e FLORIDA Lie. # 44167 5 SHEET MIAMI—DADE COUNTY P.E. SEAL/SIGNATURE/DATE - SHUTTER ASSEMBLY SCHEDULE FOR HV11), HV (1-4 AND HV BLADES. 1O HV BLADE 1 1� HV BLADE 1A 2O HV BLADE 2 38 HV LONG RECESSED NYLON BUSHING 39 HV SHORT RECESSED NYLON BUSHING 40 HV NYLON HAT WASHER 41 HV WHEEL CARRIAGE AISI 302-303 SERIES 4.870"x3/16" THICK NYLON WHEEL. 0.188"4 AISI 302 SERIES S.S. RIVETS ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD 43 HV 2 3/4" ACCORDION PIN W/ #8 HEAD ® POLYCARBONATE IMPACT RESISTANT HV WINDOW (SEE SHEET 27) (7) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D OR HV(2) BLADE. (2) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(2) BLADE WHEN CORRESPONDING TO INSTALLATIONS "CC" AND "DD", SHEET 22. (3) HV PIN © OR ® W/ 1/2" O.D. 1/16" THICK S.S. WASHER SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, SHEETS 11 & 24. REVISED ,.., G;I, FICNda wF R7 AtirLl VJ Iv tr' 6J. �ytENSE • dp C ` ;�C3 • FLORID..' SI®NA07all' MIAMI-DADE COUNTY I P.E. SEAL/SIGNATURE/DATE EXTERIOR or 2 ! I 42 or 43 I(SEE NOTE FOR REQUIREMENTS) / Cam 38 J Iwo N TYPICAL SHUTTER ASSEMBLY SCALE: 3/8" = 1 " 00.324" .048';-�-- TYP. � 25 8)O 9 WHEEL CARRIAGE DETAIL N.T.S. © 2017 TILTECO INC. (ENGINEERING) IL ECO.NC. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 Phone : (305)871-1530 . Fax : (305)871-1531 e—mail: tilteco®aol.cam EB -0006719 WALTER A. TILUT Jr. P. E. FLORIDA Lic. # 44167 J I �® or�2 I I Ay I Q® or Q ,vaatMBLY L(4 �.,� I N.T.S. FLORIDA I SHUTTEER-�'ECH. INC (ASSA # 26) 7485 WEST 2 COURT HIALEAH, FL 33014 PH (305) 823-2323 FAX (305) 826-7979 EXTERIOR HV PIN ®OR ®AT EXTERIOR BLADE'S KNUCKLE. (SEE NOTE * FOR REQUIREMENTS) ING CODE (High Velocity Hurricane Z( © 2017 EASTERN METAL SUPPLY, INC. MAXIMUM IMPACT HV1 HV2 ACCORDION SHUTTER f,Nol DESCRIPTION I DATE I Drawn by: L.C. 1 OLD 15-155 07/28/1 DATE: 07/28/17 3 DRAWING No 4 17-111 s SHEET 6 A !1P 9G O 16 SEE END CONNECTION DETAILS ON SHEET 11 TYR FULL HEIGHT. ® + ® aR 43 + © OR ®+0# (R* OR ®oR©+ O OR ® OR 1 O + 13 OR 10+15 OR 13OR1 ) I4 oR 25 oR ©+O + �OR©+O+ 18 OR i S+ 1 8 OR OR ®+ O OR ®+18oR19+OoR19+15 HDC—HVCHim—F7'll 111 mo Q (R* OR ®oR©+ O OR ® OR 1 O + 13 OR 10+15 OR 13OR1 ) OR — ©+O + �OR©+O+ 18 OR i S+ 1 8 OR OR ®+ O OR ®+18oR19+OoR19+15 _TYPICAL n HV BLADE SHUTTER ELEVATION N.T.S. _1pD-FjyF OR OF CORNER CENTERMATE *NOTES ON HV LOCKS AND CENTERMATES: 1. MANDATORY CONDITION #1: ONE HV LOCK ® or (5 SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12" ABOVE OR BE OW 2 OF SHUTTER SPAN FOR SPANS UP TO 105", AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK 2 or 1MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO f1 OR CENTERMATES W/(2) 1/4"0-20 x 1/2" LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 2. NDI I CONDITION V FLOOR/CEILINGTWO HV LOCKS OR 5 OR ONE HV LOCK OR W/ TWO LOCKING RODS AT TOP &BOTTOM SHALL BE USED F R ANY SPAN AND INS ALLATION AT ANY ELEVATION. HV LOCK ® OR ® SHALL BE ATTACHED TO (1 OR (4 CENTERMATES W/ SAME SPECIFICATIONS AS PER MANDATORY CONDITION #1. LOCATION OF LOCK/LOCKS AS APPLICABLE SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULE #3 ON SHEET 12. 3. IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES OR ® SHALL BE AS INDICATED ON NOTE (1) ABOVE. LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. n #2 IS USED WZTWO H.V. LOCKS): LOCKING RODS ® ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS ® OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION), 5. MANDATORY CONDDION #3; ONE HV LOCK ®(o ® SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK 22 or ® 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. 6. • ONE ALTERNATE HV LOCK MAY BE USED IN LIEU OF HV LOCK or FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERNATE LOCK ® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF 1/4"0-20x3/4" S.S. THUMBSCREW TO �1 OR ® CENTERMATES SHALL BEMADE W/ 1/4"0-20x3/4" ALUM. RIVNUT AS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. *NOTES ON HV "T" LOCKS AND CENTERMATES: 1. SECOND ALTERNATE TO MANDATORY CONDMQN #1 VALID ONLY FOR HV "f" O K eNn rFNicaMATES ®.[j ONE ALTERNATE HV 'T" LOCK 00 MAY BE INSTALLED IN LIEU OF HV LOCKS ® OR ® FOR ANY SPAN AND STALLATION AT ANY ELEVATION. ALTERNATE LOCK ® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF LOCK ® INCLUDES USING REINFORCING LOCKER © , AS SHOWN ON SECTION HVG, SHEET 9, WHICH MUST BE CONNECTED TO CENTERMATES ® AND (9 W/ 1/4"0-20 x 1 1/2" LONG S.S. THREADED BOLT W/ 7/8"0 x 3/32" WINGNUT OR W/ 1/4"0-200" S.S.M.S. INTO A 1/4"0x 5/8" RIVNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS ® TOP AND BOTOM IS MANDATORY. *NOTES ON HD LOCKS & CENTERMATES: 1 : ONE ALTERNATE HD LOCK (�4 MAYBE USED IN LIEU OF HV LOCKS 2 OR US FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERNATE HD LOCK ® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF HD LOCK ® TO © IS W/ 3 #8 x 3/8" F.H. S.S.M.S., AND INCLUDES REINFORCEMENT INSERT © AS SHOWN ON SECTIONS HDB-HVB AND HDC-HVC, SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS © IS COMPLETELY OPTIONAL. TILU T _ FLORIDA BUILDING CODE (High Velocity Hurricane Zone @2017 TILTECO INC. (ENGINEERING) 72017 EASTERN METAL SUPPLY, INC. 406_1 i1C _ SHUTTER TECH, txC. MAXIMUM IMPACT HV1 HV2 } { ACCORDION SHUTTER BERTHA HV "' Accordion Shutter System �0{ry !fllk1� (ASSA # 26) .V. BLADE 11 WZ OR W/O H.V. WINDOW BLADE & H.V. BLADE #2 .. ®� ° L®� P r_ TICCIT TESTING & ENGINEERING COMPANY 7485 WEST 2 COURT �' N DESCRIPTION DATE Drawn by: L.C. l 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 I OLD 15-155 07/28/1 DATE: 07/28/17 ® 4 ••°• f Phone : (305)871-1530 . Fax : (305)871-1531 HIALEAH, FL 33014 2 mail: tilteco®aol.com EB -0006719 3 DRAWING NO I WALTER A. TILUT Jr. P. E 1 PH (305) 823-2323 FAX (305) 826-7979 4 / MIAMI-DADE COUNTY P . SEAL FLORIDA Lic. # 44167 5 SHEET/SIGNATURE/DATE 6 s nc 9a POURED — CONCRETE CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 13) E. D.* I MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12 FOR BLADE@AND EXISTING ON SHEET 28 FOR GLASS�l BLADES Q& 11!3 E. D.* POURED CONCRETE _ OR CONCRETE BLOCK WALL REQUIRED EXISTING 0 HV WALL HEADER INSTALLATION MIN. SEPARATION TO GLASS (SEE I I SCHEDULE ON SHEET I IIII 12 FOR BLADE(DAND Ir ids ON SHEET 28 FOR i x BLADES D& (!o 1 OR (j:�♦ CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 13 & 15A) EXISTING OD HV WALL SILL INSTALLATION PouRED coNCRETE OR CONCRETE BLOCK WALL REQUIRED NOTE FOR COMBINATION OF SECTIONS: 1— SEE SHEET 4 FOR TYPICAL SHUTTER * E. D. — EDGE DISTANCE ASSEMBLY (SEE SPECIFICATIONS ON SHEET 14) 2— MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. PtT'.h.`DTi-TAF tv acyr:;,a?p'tr_�waE`�;.`se y�fOp§da �1� 1_ • 0 CTS3 o4 s ua D �%i�aa �D, • sOcta�Ca;,Oc -� MIAMI—DADE COUNTY I P.E. © HV WALL HEADER INSTALLATION EXISTING GLASS MIN. SEPARATION TO GLASS SEE SCHEDULE O SHEET 12) MIN. SEPARATION TO GLASS iEE SCHEDULE 0 SHEET 12) OPTIONAL /4" OPTIONAL I 1,1 1j-1/4" Moc. E. Max. OR 15 13 OR 15 1/4"0-20x3/4" S.S. EQ Eq PHILLIPS TRUSS HEAD 1 ]oft 1 $ MACHINE SCREWS USING 1/4-20 NUTS ® 12" O.C. RETE ANCHORS SCHEDULE ON 14 & 15A) EO HV WALL SILL INSTALLATION ♦ SEE LIMITATIONS OF USE FOR BLADE to ON SHEET 28 m CONCRETE ANCHORS j1/4"0 -20x3/4" S.S. PHILLIPS (SEE SCHEDULE ON TRUSS HEAD MACHINE SCREWS POURED CONCRETE SHEET 13 & 15A) W/ 1/4"-20 NUTS 12" O.C. OR CONCRETE BLOCK REQUIRED FO HV WALL SILL INSTALLATION INSTALLATION DETAILS W/ I HV BLADE & (n HV + 1A HV BLADES) AS APPLICABLE ° ° `V®- i © 2017 TILTECO INC. (ENGINEERING) \G,& ENS A` STA ® t+V,y; UIA TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 ®� Phone : (305)871-1530 . Fox : (305)871-1531 d e—mail tilteco®aol.com °°...°�}@t, EB -0006719 '/ON Ad p81 WALTER A. TILLIT Jr. P. E. LATURE/DATE FLORIDA Lie. N 44167 SHUTTER -TECH, mc. (ASSA # 26) 7485 WEST 2 COURT HIALEAH, FL 33014 PH (305) 823-2323 FAX (305) 826-7979 ING CODE (High Velocity Hurricane Zone © 2017 EASTERN METAL SUPPLY, INC. MAXIMUM IMPACT HV1 HV2 ACCORDION SHUTTER No DESCRIPTION DATE I Drawn by: L.C. I OLD 15-155 07/28/1 DATE: 07/28/17 2 DRAWING No 4 17-111 5 SHEET L_ 6 OF 98 POURED CONCRETE POURED OR CONCRETE BLOCK CONCRETE REQUIRED 1/4"0-20x3/4" S.S. REQUIRED CONCRETE ANCHORS CONCRETE ANCHORS MACHINE SCREWS (SEE SCHEDULE ON (SEE SCHEDULE ON W/ 1/4"-20 SHEET 13) SHEET 13) NUTS 0 12" D.C. " 1,. Min 1/4"0-20x3/4" S.S. Min. _ __— r_— 1 ] OR 1 $ EQ EQ— MACHINE SCREWS --_ EQ EQ _ 1 2" USING 1/4"-20 NUTS 1/ ® 12" O.C. Max. __ _ 1 3 OR 1 5 13 oR 15 250 ED i i 1 I 1 1 .250" Max. D. $ p,D ° N �QPTQNAL 1 1 t" Max. OPTIONAL j� I� jl Iii / � 1 1 MIN. SEPARATION I I TO GLASS OR �♦ w i i EXISTING (SEE SCHEDULE ON—1 MIN. SEPARATION i i i SHEET 12) 1 1 TO GLASS i i 1 GLASS —(SEE SCHEDULE ON III EXISTING SHEET 12) i l i I l G A55, © HV WALL HEADER INSTALLATION OR (j:�♦ CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 13 & 15A) EXISTING OD HV WALL SILL INSTALLATION PouRED coNCRETE OR CONCRETE BLOCK WALL REQUIRED NOTE FOR COMBINATION OF SECTIONS: 1— SEE SHEET 4 FOR TYPICAL SHUTTER * E. D. — EDGE DISTANCE ASSEMBLY (SEE SPECIFICATIONS ON SHEET 14) 2— MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. PtT'.h.`DTi-TAF tv acyr:;,a?p'tr_�waE`�;.`se y�fOp§da �1� 1_ • 0 CTS3 o4 s ua D �%i�aa �D, • sOcta�Ca;,Oc -� MIAMI—DADE COUNTY I P.E. © HV WALL HEADER INSTALLATION EXISTING GLASS MIN. SEPARATION TO GLASS SEE SCHEDULE O SHEET 12) MIN. SEPARATION TO GLASS iEE SCHEDULE 0 SHEET 12) OPTIONAL /4" OPTIONAL I 1,1 1j-1/4" Moc. E. Max. OR 15 13 OR 15 1/4"0-20x3/4" S.S. EQ Eq PHILLIPS TRUSS HEAD 1 ]oft 1 $ MACHINE SCREWS USING 1/4-20 NUTS ® 12" O.C. RETE ANCHORS SCHEDULE ON 14 & 15A) EO HV WALL SILL INSTALLATION ♦ SEE LIMITATIONS OF USE FOR BLADE to ON SHEET 28 m CONCRETE ANCHORS j1/4"0 -20x3/4" S.S. PHILLIPS (SEE SCHEDULE ON TRUSS HEAD MACHINE SCREWS POURED CONCRETE SHEET 13 & 15A) W/ 1/4"-20 NUTS 12" O.C. OR CONCRETE BLOCK REQUIRED FO HV WALL SILL INSTALLATION INSTALLATION DETAILS W/ I HV BLADE & (n HV + 1A HV BLADES) AS APPLICABLE ° ° `V®- i © 2017 TILTECO INC. (ENGINEERING) \G,& ENS A` STA ® t+V,y; UIA TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 ®� Phone : (305)871-1530 . Fox : (305)871-1531 d e—mail tilteco®aol.com °°...°�}@t, EB -0006719 '/ON Ad p81 WALTER A. TILLIT Jr. P. E. LATURE/DATE FLORIDA Lie. N 44167 SHUTTER -TECH, mc. (ASSA # 26) 7485 WEST 2 COURT HIALEAH, FL 33014 PH (305) 823-2323 FAX (305) 826-7979 ING CODE (High Velocity Hurricane Zone © 2017 EASTERN METAL SUPPLY, INC. MAXIMUM IMPACT HV1 HV2 ACCORDION SHUTTER No DESCRIPTION DATE I Drawn by: L.C. I OLD 15-155 07/28/1 DATE: 07/28/17 2 DRAWING No 4 17-111 5 SHEET L_ 6 OF 98 POURED CONCRETE REQUIRED EXISTING GLASS --i I MIN. SEPANA70N TO GLASS (SEE SCHEDULE ON SHEET' 12 FOR BLADE (1 )AND ON SHEET 28 OR BLADES 10& CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 14). OR OG HV CEILING INSTALLATION j MIN. SEPARATION TO cuss (SEE SCHEDULE 0 EXISTING SHEET 12) GLASS l I //14x3/4" HEX HEAD TEK SCREWS ® 9" O.C. OR 1/4"4-20 S.S. M.S. W/ NUT ® 9" O.C. 7 OR CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 15) EDGE OF - SLAB IF APPLICABLE M OR ®♦ EDGE OF -SLAB IF APPLICABLE OPTIONAL) POURED CONCRETD REQUIRED �J HV RAINGLIARD INSTALLATION t NOTE FOR COMBINATION OF SECTIONS: 1- SEE SHEET 4 FOR TYPICAL SHUTTER * E. D. = EDGE DISTANCE ASSEMBLY (SEE SPECIFICATIONS ON SHEET 14) 2- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. EXISTING MIN. SEPARAnON l i i trX, OR ®O TO GLASS (SEE SCHEDULE ON SHEEP I i i12 FOR BADE(1�ANDON SHEEP 28 R ANCHOR LOCATION I I I I I ©+ 7 I EDGE OF SAB APPLICABLE CONCRETE REQUIRED EXISTING Q -#10x3/4" HEX WASHER HEAD TEK SCREWS 0 12" O.C. CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 14) (9 HV FLOOR INSTALLATION t MIN. SEPARATION TO GLASS I I I ;EE SCHEDULE ON SHEET 12) POURED CONCRETE— OR CONCRETE BLOCK REQUIRED EDGE OF - SLAB IF APPLICABLE jF - MIN. Ill I;I ' /%10x3/4" HEX WASHER I� HEAD TEK SCREWS O } 12" O.C. O 3/B �#14x3/4° S.D.S. MI ®9" 0. C. 1/2 CONCRETE ANCHORS (SEE SCHEDULE ON SHEETS 15 & 15A) �K HV WALL FLOOR INSTALLATION NOTE: THIS INSTALLATION SHALL BE REMOVABLE WHEN PERFORMED ADJACENT TO AN OPERABLE EXIT OR ENTRANCE ♦ SEE LIMITATIONS OF USE FOR BLADE 1A ON SHEET 28 R{TDUCs`FC,V,SFDa60, *> y .... •'<��`„ ©2017 TILTECO INC. (ENGINEERING) V ®GENRuAdik- S�r 7see�'�srac�;dG� � •— r� .�„ac, con aol ,�y•• $IHICOF ;qty 0ea TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 361h. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 !®, Phone : (305)871-1530 . Fax : (305)871-1531 EB -,Q �L L{, ( e-mail: tilteco®aol.com a® PSION��- / 1@@eo WALTER 00Lic014416.7 E. MIAMI—DADE COUNTY P.E. SEAL %S��R�ATURF/DATE EXISTING MIN. SEPARATION TO cuss (SEE SCHEDULE 0 SHEET 12) EDGE OF -SLAB IF APPLICABLE ;ONCREfE_ I E. D.* REQUIRED FLAT HEAD CONCRETE ANCHORS (SEE SCHEDULE ON SHEETS 15 & 15A) 01 HV WALK—OVER INSTALLATION CONCRETE ANCHORS (SEE SCHEDULE ON SHEETS 15 & 15A), / MIN TO SEPARATION iIi v ;EE SCHEDULE 0 SHEET 12) iIi 1/4" Max. JL17 R18 #14x3/4" F.H. S.D.S. ® 9" O.C. SEE NOTE 13(b) POURED CONCRETE ON SHEET 1 OR CONCRETE BLOCK REQUIRED © HV WALL WALK—OVER INSTALLATION INSTALLATION DETAILS W/ 10 HV BLADE & HV + n HV R1 AnF-':;I AS APPI IrARI SHUTTEH-TECH, ixc. (ASSA # 26) 7485 WEST 2 COURT HIALEAH, FL 33014 BUILDING CODE (High Velocity Hurricane Zone © 2017 EASTERN METAL SUPPLY, INC. MAXIMUM IMPACT HV1 HV2 ACCORDION SHUTTER I OLD 15-155 2 PH (305) 823-2323 FAX (305) 826-79794 F5 6 DATE JE: 07/28/17 DRAWING No 17-111 OUT +O OR 1 O + 1 S OR ©+ .I \ SEE NOTES ON LOCKING RODS HV LOCKS D or 0 IN r-EX,STING GLASS INSTALLATIONS WZ I HV ** AND ALTERNATE HV LOCK 0 O SHEET 5. 90' R oS + ® OR 9, ®OR & Q OR VGN8 +®OR @+@ BLAOE SLACK DETAIL HVF IS VALID FOR ALL BLADE W HV CENTERMATES CENTERMATES I 1 OR + + OR — _ _ — I APPLICATION WITH BLADE(D QOR®OR©+OaR®OR10+130R 1 OR SEE END WALL CONNECTION 10 15 OR 1 aR 1 i OR 13 © O EXISTING GLASS DETAILS ON SHEETS 11 & 21 CO O @)_0 OR6 +7 +18 OR 1 15+11ORI +®OR®+O OR —---------------- ----- — ----- — ----.t 2"x2"LLOY)x0'-2" (6063-T6 ALLOY) ALUM. i ®+ 18 OR Q+OoR 19 +O 3 1/4" 7" 6 1/2" 7" ANGLE W/(2) 1/4"0 TAPCON ANCHORS TO CONCRETE 1/2" OPPOSING SYMMETRYCAL (TOP/BOTTOM) (4)#70x1/2" S.M.S. TO TUBE "') CENTERMATES #10x3/4" S.M.S. (3 �f CENTERMATES MIN. SEPARATION --)CK AT EACH ANGLE. i HT. / O.C. FULL LENGHT. HV LOCK Or S W/ HV LC) 4 try TO GLASS 5 N (SEE SCHEDULE ON OR 35 * IN 3`J* SHEET 12) I �I 1/ i. 7 1/2,. o @ OR® OR ©+DOR®ORI[] +O OR 1 O + 1 S OR ©+ @ OR + (p OR ©+O+QOR©+O+1U R oS + ® OR 9, ®OR & Q OR VGN8 +®OR @+@ OR 19+15 �Ek I 1 OR + + OR — _ _ — — — — — -J GL MW. SEPARATION IN TO GLASS \ (�4 OR iEE SCHEDULE SHEET 12) J�_ _ OPTIONAL (INTERIOR) 1 --90 -- J� OUT 5 * P.s%!'OD CT QEVISFI MZ LIMPIP121 %,; o t1:� Fb,.ij r'Cb=e°'l5kSi�°ea`D�-�i t✓'l.V� r ph asL'.ea r z itu.,5-) rte oc.uet U'an;c% HVA MIAMI—DADE COUNTY I P.E. OUT O a OR(3 (EXTERIOR) OR v 0 U T � OR HVB �OR®OR©+O] oR®OR1Q +1,3 OR H�� POURED CONCRETE OR O O Q OaR1 + � EXISTING GLASS CONCRETE BLOCK WALL ______ OR 10 15 1 1 OR REQU ED + + SYMMETRICAL --- *-- IN — ©+O+�aR©,Q jgaR------ MIN. SEPARATION CENTERMATES 6 15+®OR�+®OR® +@aR TO GLASS rJ W/ HV LOCK X261* OPTIONAL (SEE SCHEDULE ON / (INTERIOR) ®+ ®°R 1 9 + OoR 19 +� SHEET 12) _—_______-- --_ - _— - — - — -- LUUNCRETE O VARI S 1 1 ANCH fi R O O.C. 3 VARIES C_7 * 2 °R ® OUT 6 1/2" MAX. SLACK / HVE HVF** FLORIDA BUILDING CODE (High Velocity Hurricane Zone (/ na Q2017 TILTECO INC. (ENGINEERING) © 2017 EASTERN METAL SUPPLY, INC. SHUTTER -TECH, INC. MAXIMUM IMPACT HV1 HV2 7j=,r= ACCORDION SHUTTER ' ® F� C . BERTHA HV N Accordion Shutter System (ASSA # 26) ,V. BLADE"BLADEBLADE & H.V. BLADEEV. N Drawn b�TILLIT TESTING & ENGINEERING COMPANY v: LaON6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 74H5 WEST 2 COURT 1 DATE: 07/28/17Phone : (305)871-1530 . Fox : (305)871-1531 HIALEAH, FL 33014 2a -mall: Ulteco®aol.con, 3DRAWING NOEB-0006719WALTER A. TILUT Jr. P. E. PH (305) 823-2323 FAX (305) 826-7979 41 7-11 1FLORIDA Lia # 44167 /DATE 5 SHEET 35 * 1 I 1 OR + + OR I OR v 0 U T � OR HVB �OR®OR©+O] oR®OR1Q +1,3 OR H�� POURED CONCRETE OR O O Q OaR1 + � EXISTING GLASS CONCRETE BLOCK WALL ______ OR 10 15 1 1 OR REQU ED + + SYMMETRICAL --- *-- IN — ©+O+�aR©,Q jgaR------ MIN. SEPARATION CENTERMATES 6 15+®OR�+®OR® +@aR TO GLASS rJ W/ HV LOCK X261* OPTIONAL (SEE SCHEDULE ON / (INTERIOR) ®+ ®°R 1 9 + OoR 19 +� SHEET 12) _—_______-- --_ - _— - — - — -- LUUNCRETE O VARI S 1 1 ANCH fi R O O.C. 3 VARIES C_7 * 2 °R ® OUT 6 1/2" MAX. SLACK / HVE HVF** FLORIDA BUILDING CODE (High Velocity Hurricane Zone (/ na Q2017 TILTECO INC. (ENGINEERING) © 2017 EASTERN METAL SUPPLY, INC. SHUTTER -TECH, INC. MAXIMUM IMPACT HV1 HV2 7j=,r= ACCORDION SHUTTER ' ® F� C . BERTHA HV N Accordion Shutter System (ASSA # 26) ,V. BLADE"BLADEBLADE & H.V. BLADEEV. N Drawn b�TILLIT TESTING & ENGINEERING COMPANY v: LaON6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 74H5 WEST 2 COURT 1 DATE: 07/28/17Phone : (305)871-1530 . Fox : (305)871-1531 HIALEAH, FL 33014 2a -mall: Ulteco®aol.con, 3DRAWING NOEB-0006719WALTER A. TILUT Jr. P. E. PH (305) 823-2323 FAX (305) 826-7979 41 7-11 1FLORIDA Lia # 44167 /DATE 5 SHEET SEE END CONNECTION DETAILS ON SHEETS 11 & 20 OUT 2"x2"x1/8"x0'-2o (6063–T6 ALLOY) ALUM. ANGLE W/(2) 1/4"9 TAPCON ANCHORS TO CONCRETE (TOP/BOTTOM) & .4)#10x1/2" S.M.S. TO TUBE AT EACH ANGLE. (TYP) \I R 1/2^ * SEE NOTE 6 FOR HV LOCK 30 , 'T' LOCK, ON SHEET 5. t SERIES 9444 ALUMINUM (2024–T3 ALLOY) LARGE FLANGE THIN SHEET NUTSERT, PART # 0820, AS MANUFACTURED BY AVDEL CHERRY TEXTORN, PARSIPPENY, NEW JERSEY 07054 OR EQUAL. t, ' rl � EXISTING GLASS I`J If`� BLADE 1Q SLACK DETAIL HVF, INDICATED ON SHEET 8, O O O O O AS WELL AS UNIVERSAL FLOATING BLADE 33 DETAIL HDD–HVD , OR OR 6 + 7 OR 8 OR 1 O + 1 3 OR INDICATED ON SHEET 10, MAY BE USED WITH THIS ALTERNATE 10 + 15 OR �+ 1 3 OR 3+9 OR INSTALLATION DETAIL HVG SHOWN IN THIS SHEET. O O @ORO O i g OR SEE END CONNECTION DETAILS ON SHEETS 11 & 20 1 S + ®aR + OR ® + O OR ®+®OR OR I 1/2" — _ — — _ #10x3/4" S.M.S. @ 12" O.C. FULL LENGHT. HV "T" I N * " ee MIN. \ 3 30 LOCK (INSIDE) 1 37 30 LOCK (INSIDE) (sEETO L�1 335 OUT 35 45� 1 /4" 0-20 x 1 1/2" S.S.M.S. 2 * W/ 7/8"0 x 3/32" WINGNUT. 30 HV "T" LOCK (OUTSIDE) 26 1/4" 0-20 x 1" S.S.M.S— W/1/4"O x 5/8" RIVNUT t. onYA m. HVG* rt ^MIMA NYLON SCREW HEAD JLE ON 12) 30 HV "T" LOCK (OUTSIDE) r'H.C~F'��"?'yg�SEj� <+�s1� ... usr!-i'g =oR�IE�F ��s yt; V L S♦• .. = lQr" "u=' 3 NO. <� °av P}uaL d �"� r5 fl: -.�E'=psi=^arac °• A„B'° �` \} ®_ •' SS a^ os�®NAL E��e 6+''�9 _ ®d®s®dd®®0!0!! MIAMI—DADE COUNTY P.E. SEAL�SIGNATURE/DATE ©2017 TILTECO INC, (ENGINEERING) vve� uvtwnw SHUTTER TECH. ixc. ASSA 26 i # ) 74$5 WEST 2 COURT H�-EAH, Fl- 33014 PH (305) 823-2323 FAX 305 826-7979 ( ) VwuG kniqn weiocay nurricane [one ©2017 EASTERN METAL SUPPLY, INC. IL E C O I N c. MAXIMUM IMPACT HV1 HV2 ACCORDION SHUTTER BERTHA HV::;; Accordion Shutter System .V. BLADE 1 W OR W/O H.V. WINDOW BLADE & H.V. BLADE 2 TICCIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. SL, Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 Phane (305)871-1530. Fax (305)87LORIDA e–mail tilteco®aol-com WALTEREA. TILT Jr. P. E FLORIDA Lia. # 44167 EV. N DESCRIPTION DATE L.C. 1 OLD 15-155 07/28/1 28/17 2 No 111 i90F 4 5 28 6 bLL TND WALL CONNECTION DETAILS ON SHEETS 11 & 20 Q U T 90. EXISTING GLASS 1Q OR®OR©+ 1O OR®OR�Q +�,3 OR I+ S OR @' R@+ 1 3 OR Q+ Q OR ©+O +@OR©+O+ 78 OR @1@OR (f�+ ® OR® + O OR 1 ®+®OR 19+13.19+@$ 2"x2" x i /8"x0•_2„ (6063—T6 ALLOY) ALUM. ANGLE W/ (2) 1/4"0 TAPCON ANCHORS TO CONCRETE (TOP/BOTTOM) & (4) /%140/2" S.M.S. TO TUBE AT EACH ANGLE. (TYP) #10 x 3/4" S.M.S. ® 12" r O.C. ■.W1_11jr o,E HDA—HVA * SEE NOTES ON LOCKING RODS 0 & HD (D LOCKS ON SHEET 5 ** UNIVERSAL FLOATING BLADEO3 DETAIL HDD—HVD IS VALID FOR ALL CENTERMATES APPLICATIONS WITH BLADE1@ aaaai/isrwsr"ro — — — — — — — — — CXISTING GLASS — 35 * MIN. SEPARATION (OPTIONAL) 4 TO GLASS (4) H.V. (SEE SCHEDULE PINS (TYP.) IN ON SHEET 12 (4) H.V. 4 s/8" s 1/2" PINS (TYP.) 31 OR OR 32 l [ 31 35 * HDB—HVB (OPTIONAL) 0 _UT SYMMETRICAL HD CENTERMATES WZ (9! LOCK (EXTERIOR) HDD—HVD** `I5 11 OR 35 (OPTIONAL) HDC—HVC �OR OR©+OOR®OR 10 +O OR 1 Q + 1 S OR ©+ OOR(0+@ OR ©+O +@OR©+O+ 1$ OR S + OR �+ ®OR®+ O OR 8 +®ORO+OOR19+@ k�P_St1""1 Iv%,VaSe�?3 °d gC'3f `i" h,M,nd' In b P41a 2 ;�;a=acrrcrn-o� R`•^ �° T�" e °vk �\�Cpt •°,° °✓13 �� �F G1i F J` °°° ° A°°`� o ® '� p(�<CG ®! '^rs/®NAIE aoT°' P.E. SEAL/SIGNATURE/DATE © 2017 TILTECO INC. (ENGINEERING) FLORIDA BUILDING SHUTTER -TECH, IN (ASSA # 26) 7485 WEST 2 COURT HIALEAH, FL 33014 PH (305) 823-2323 FAX (305) 826-7979 CODE (High Velocity Hurricane Zone 0 2017 EASTERN METAL SUPPLY, INC. ` �1 ® N C . MAXIMUM IMPACT HV1 HV2 ACCORDION SHUTTER BERTHA HV n' Acmrdion Shutter System . WINDOW BLADE & H.V. BLADE 2 TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th, St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 Phone : (305)871-1530 . Fax : (305)871-1531 WALTER A. TIL ®err P E. FLORIDA Lic. # 44167 DATE Drown by: L.C. 07/28/1 DATE: 07/28/17 MIAMI -DADS COUNTY TT DRANG No 17W 11 1 SHEET 10 OF 28 POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED O.C.EXISTING GLASS 2" MIN.74 EXISTING GLASS MIN. SEPARATION EQ I EQ TO GLASS (SEE I SCHEDULE ON SHEET 12 FOR BLADE (DAND ON SHEET 28 FOR A06"M BLADES Q &IN.----- -----���ON OR1'♦ ©_ a©+OOR 1S Op1Q +©M END CONNECTION DETAIL n1 (6063—T6) CONT. ALUM. CLOSER PLATE. (LOCATE AT EITHER SIDE OF®) #10x1/2" S.M.S._ 16" O.C. SEE DETAIL X FOR SIDE CONNECTION TO TRACKS 1/2 W POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED EXISTING GLASS MIN. SEPARATION TO GLASS (SEE < SCHEDULE ON SHEET 12 FOR BLADE QAND ON SHEET 28 FOR BLADES Q & POURED CONCRETE OR CONCRETE SEE DETAIL X FOR SIDE CONNECTION 1 OR TO TRACKS oR 1�OR®as©+O�®areO +&R +®°fl L 10 + O5 are Q+ @o' 1©+Q oR OP ©+ ®aa ®pR®+ @ OR °fl ®+ ®oa O9 +©-0 + @6 OUSE 1" OR 2" MAX. (AS APPLICABLE)x2"x1/8"x0'-2" I ALUMINUM CLIP ANGLE (6063—T6 ALLOY) AT MIDHEIGHT (1) #10x1/2" S.M.S. TO®& J (2)1/4"0 TAPCONS ANCHORS TO WALL AT 1" O.C. (LOCATE AT EITHER SIDE OF(D) 1R( 2O END CONNECTION DETAIL (3 �/ POURED CONCRETE OR / — — — — — EXISTING GLASS REQUIRED CONCRETE BLOCK WALL —EXISTING (r I GLASS MIN. SEPARATION / #1 1/2„ S.M. - MIN. SEPARATION Y TO GLASS (SEE @ 16, C. TO GLASS (SEE D SCHEDULE ON SHEET SCHEDULE AD SHEET i 72 FOR BLADE RAND CONCRETE 1/2" MIN. 12 FOR BLADE QAND ON SHEET 28 FOR ANCHOR ® ON SHEET 28 FOR ANCHOR BLADES 1) ® 12'7 1 BLADES 1Q& ( 4. EQ ® 16" MIN. 5 O.C. h� 2" \\ POURED CONCRETE OR U OR (1 pJl' O7 oa®oR10+�3 oR CONCRETE BLOCK WALL REQUIRED 10+ 1 3oR R ©+O +Qop©hO+®OR END CONNECTION DETAIL 00 �0 1m ;.,.E�;yJ coaTy�Is.. r 1riEEi tlw icor" e /I _1,2:_MIN. _ ___ EQ 2" MIN. ♦ SEE LIMITATIONS OF USE FOR BLADE to ON SHEET 28 1 OR ©OR®OR ©+OOfl ®GRID +OOR 0 0 MIAMI—DADE COUNTY IP.E. SEAL/SIGNATURE/DATE @2017 TILTECO INC. (ENGINEERING) IL ECO,Nc. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 Phone : (305)871-1530 . Fax 1 (305)871-1531 e—mail: tiltecoO.oLcom EB -0006719 WALTER A. TILLIT Jr. P. E FLORIDA Uc. # 44167 POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED EXISTING GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12 FOR BLADE 1)AND ON SHEET 28 FOR BLADES() & SEE DETAIL X FORD SIDE CONNECTION TO TRACKS IC OR ®OR 0 OR � OR 1 3 0Rx (0 PLAN DETAIL X * ©oq END CONNECTION DETAIL Lels REQUIRED ONLY FOR SPANS GREATER THAN 12'-0" VIEW Y OR®OR (9 OR OR130RrOR(9 CONCRETE OR CONCRETE BLOCK WALL. FLORIDA BUILDING CODE (High Velocity Hurricane Zi ©2017 EASTERN METAL SUPPLY, INC SHUTTEfl-TECH. txC. MAXIMUM IMPACT HV1 HV2 ACCORDION SHUTTER BERTHA HV " Accordion Shutter System (ASSA # 26) J.V. BLADE #1 W OR W/O H.V. WINDOW BLADE & H.V. BLADE EV. No IDESCRIPETIONff07/28/i 7485 WEST 2 COURT I 15TE: 07/28/17 HIALEAH, FL 33014 2 DRAWING No 3 PH (305) 823-2323 FAX (305) 826-7979 E 17-111 5 QUUUT BLOCK WALL REQUIRED EXISTING GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12 FOR BLADE QAND SHEET 28 FOR BLADES Q& 1/2 - -----���ON SEE DETAIL X FOR SIDE CONNECTION 1 OR TO TRACKS oR 1�OR®as©+O�®areO +&R +®°fl L 10 + O5 are Q+ @o' 1©+Q oR OP ©+ ®aa ®pR®+ @ OR °fl ®+ ®oa O9 +©-0 + @6 OUSE 1" OR 2" MAX. (AS APPLICABLE)x2"x1/8"x0'-2" I ALUMINUM CLIP ANGLE (6063—T6 ALLOY) AT MIDHEIGHT (1) #10x1/2" S.M.S. TO®& J (2)1/4"0 TAPCONS ANCHORS TO WALL AT 1" O.C. (LOCATE AT EITHER SIDE OF(D) 1R( 2O END CONNECTION DETAIL (3 �/ POURED CONCRETE OR / — — — — — EXISTING GLASS REQUIRED CONCRETE BLOCK WALL —EXISTING (r I GLASS MIN. SEPARATION / #1 1/2„ S.M. - MIN. SEPARATION Y TO GLASS (SEE @ 16, C. TO GLASS (SEE D SCHEDULE ON SHEET SCHEDULE AD SHEET i 72 FOR BLADE RAND CONCRETE 1/2" MIN. 12 FOR BLADE QAND ON SHEET 28 FOR ANCHOR ® ON SHEET 28 FOR ANCHOR BLADES 1) ® 12'7 1 BLADES 1Q& ( 4. EQ ® 16" MIN. 5 O.C. h� 2" \\ POURED CONCRETE OR U OR (1 pJl' O7 oa®oR10+�3 oR CONCRETE BLOCK WALL REQUIRED 10+ 1 3oR R ©+O +Qop©hO+®OR END CONNECTION DETAIL 00 �0 1m ;.,.E�;yJ coaTy�Is.. r 1riEEi tlw icor" e /I _1,2:_MIN. _ ___ EQ 2" MIN. ♦ SEE LIMITATIONS OF USE FOR BLADE to ON SHEET 28 1 OR ©OR®OR ©+OOfl ®GRID +OOR 0 0 MIAMI—DADE COUNTY IP.E. SEAL/SIGNATURE/DATE @2017 TILTECO INC. (ENGINEERING) IL ECO,Nc. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 Phone : (305)871-1530 . Fax 1 (305)871-1531 e—mail: tiltecoO.oLcom EB -0006719 WALTER A. TILLIT Jr. P. E FLORIDA Uc. # 44167 POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED EXISTING GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12 FOR BLADE 1)AND ON SHEET 28 FOR BLADES() & SEE DETAIL X FORD SIDE CONNECTION TO TRACKS IC OR ®OR 0 OR � OR 1 3 0Rx (0 PLAN DETAIL X * ©oq END CONNECTION DETAIL Lels REQUIRED ONLY FOR SPANS GREATER THAN 12'-0" VIEW Y OR®OR (9 OR OR130RrOR(9 CONCRETE OR CONCRETE BLOCK WALL. FLORIDA BUILDING CODE (High Velocity Hurricane Zi ©2017 EASTERN METAL SUPPLY, INC SHUTTEfl-TECH. txC. MAXIMUM IMPACT HV1 HV2 ACCORDION SHUTTER BERTHA HV " Accordion Shutter System (ASSA # 26) J.V. BLADE #1 W OR W/O H.V. WINDOW BLADE & H.V. BLADE EV. No IDESCRIPETIONff07/28/i 7485 WEST 2 COURT I 15TE: 07/28/17 HIALEAH, FL 33014 2 DRAWING No 3 PH (305) 823-2323 FAX (305) 826-7979 E 17-111 5 QUUUT SCHEDULE #1 MAXIMUM SHUTTER SPAN *,L+" OR "L-" (ft.) FOR INSTALLATIONS W/ SYMMETRICAL CENTERMATES ® & ® or (p or ® W/ ONE HVL CK 23 or ® or 26 or HD LOCK 4 W/ N( OCKING RODS 35 UR CENTERMATES 2C& 29 W/ ONE HV 0 LOCK 30 W/ TWO LOCKING MAXIMUM CONCRETE & WOOD INSTALLATIONS O A.S.D DESIGN LDAs (".J.) (+ OR -) WALL MOUNTING L + (ft) 1.L - (ft) FLOOR/CEILING MOUNTING L + (ft) L - (ft) 30 13' 2" 16•_0„ 13,_2•, 16•_0" 35 12'-8" 14'-10" 12'-8" 14'-10" 40 12'-3" 13,-10" - 12'-3" 13' 10" 45 1V-11" 13,_1„ 11,_11•• 13•_1„ 50 11,_7, 12'-5" 11,_7•• 12'-5" 55 11'-4" 11' 10" 11'-4" 11' 10" 60 11,_1„ 11' 4" 11'-O" 11' 4" 65 10'-10" 10'-10" 10'-7" 10'-10" 70 10,_6" 10•_6,• 10'_2" 10,_6•, 75 10,_1„ 10,-1" 9'-10" 10' 1" 80 9'-10" 9'-9" 9'-7" W-10" 85 9,_6„ 9,-8.. 9._3„ 91-61, 90 9._3„ 9,_3., 9._0" 9'-3" 95 W-0" 8"-9" 8'-9" 9,-0" 100 8--g" 8'-4" 8'-6" 160 105 8'-7" 7'-11" W-4" 8'-4" 110 8'-4" 7'-7" 8,-2" 7'-11" 115 8,-2" 7"-3" 8,-0" 7' 7" 120 8'-0" 6'-11" 7'-10" 7'-4" 125 7'-10" 6'-8" 7'-8" 7'-0" 130 7'-8" 6'-5" 7'-6" 6'-g" 135 7'-7" W-2" 7'-4" 6'-6" 140 7'-5" 5-11" 7'-3" 6'-3" 145 7'-3" 5"-9" 7-1" 6'-0", 150 7'-2" 5'-7" 7'-0" 5'-10" 155 7'-0" 5'-5'• 6'-10" 51- 160 W-11" 5'-2" 6'-9" 5'- 165 6'-10" 5-1" 6'-8" 5'-4" 70 6.-9" 4'-11" 6'-7'• 5'-2" 175 6'-7" 4'-9" 6'-5" 5'-0" 180 6'-6" 4'-8" 6'-4" 4'-10" 185 6'-5" 4'-6" W_- " I 190 6'-4" 4'-5" b -2 1 4' 7•, 195 6'-3" 4'-3" 6'-1" 4'-6" 200 6'-2" 4'-2" 6'-0" 4'-5" 205 6'-0" 4'-1" 6'-0" 4'-3" SCHEDULE #2 MAXIMUM SHUTTER SPAN "L+" OR "L-" (ft.) FOR INSTALLATIO W/ OPPO G CENTER ATES 2 22 0 E HV OCK 24 C 25 OR 26 W/ N N C V OD & p� MAXIMUM T L TIONS A.S.D. DESIGN WALL MOUNTINGS LOAD (ps.f.) & (+ OR -) FLOOR/CEIUNG MOUNTINGS L + (ft) L - (ft) 30 12,_3„ 14•_9„ 35 11,_9•• 13•_8,• 40 4•, 12 9,• 45 11,_1„ 12•_0„ 50 10,_9•• 11'-5' 55 10'-6" 10'-11" 60 10,_3" 10•_5, 65 10,_0" 10,-0" 70 9'-8., 9,_8., 75 9._4. 9'-4" 80 g' -O" 9•-0" 85 8'-9" 8'-9" 90 8._6., 8._6., 95 9'-2" W-10"" 100 g'-1" 8'-1" 105 7'-11" 7'-11" 110 7"-8" 7-7" 115 7'-6" 7'-3" 120 7'-4" W-11" 125 7'-3- 61_81, 130 7'-1" 6'-5" 135 6'-11" 6'-2" 140 C-10" 5'-11" 145 61_81, 5.-9„ 150 W-7" 5-7" 155 6'-6" 5'-5" 160 6' 5'" 5'-2" 165 W-3" 5'-1" 170 6'-2" 4'-11" 175 6._1" 4'-9"' 180 6'-0" 5-10" 185 5'-11" 4'-6" 190 5-10" 4'-5" 195 5-9" 41_31. 200 5'-9;,.,. ,,..4; 205 g' 5-1" FIRfr3k, -r ^.:S:CiPi`y'°dYf rh•ILP 4.&�`, Ce¢?�La RE '�S{1/yG'7aj(jb:f—J,D' a°ya�l'�jJ��((y�%•,(— Zf t/ e'"ti",2::FCaitC MIAMI—DADE COUNTY P.E. SEAL/SIGNATURE/DATE, SCHEDULE #3 AXIMUM SHUTTER SPAN "L+" OR "L-" ft.) INSTALLATIONS SY ICA NTER ES 21 & 22 W/ T HV 24 OR 25 ® 26 LOCKS OR TWO LOCKING o (� 0 35 TOP/8079M W/ DN CONCRETE &woo EE LOCK 24 R NOTCAX�M �sfdBA6 AS.D. SIGN LOAD (p.s.f.) FLOOR/CEILING MOUNTING (+ OR -) L + (ft) L - (ft) 30 13,-1" 16'-0" 35 12'_7^ 15'-7" 40 12'-2" 45 11,_9^ 14'-3" 50 11'-6" 13'-7" 55 11' _3,• 12"-t Y' 60 11'-0" 12'-4" 65 10"-9" 11'-11" 70 10'-7" 11'-5" 75 10'-4" 1V-1 " 80 10"-0" 10,-9" 85 g'-9" 10,_5" 90 9'-5' 10'-1" 95 9'-2" W-10"" 100 9'-0" 9'-7" 105 8,_9,• 9'-4" 110 8'-7" 9'-2" 115 8'-4" 8'-11" 120 8'-2" 8'-9" 125 8'-0- ' 0'•130 130 7'-10" 135 7'-9" 7'-9" 140 7'-7" 7,_6.• 145 7'-5" 7'-3" 150 7'-4" 7'-0" 155 7'-2" 6,-g" 160 7--1 " 6'-7" 165 7'-0" 6'-4"' 170 6'-11" 6'-2" 175 6'-9" 6'-0" 180 6'-8" 5-10" 185 6'-7" 5,-8" 190 6'-6" 5'-6" 195 6'-5" 5'-5' 200 6'-4" 5-3" 205 6'-3" 5-1" © 2017 ULTECO INC. (ENGINEERING) 'L EC®INC. * NOTES: (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSITIVE A.S.D. DESIGN LOAD. L-: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE A.S.D. DESIGN LOAD. (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL MOUNTINGS OR FLOOR/CEILING: GIVEN A POSITIVE A.S.D. DESIGN LOAD, DETERMINE MAXIMUM SPAN "L+" FROM SCHEDULE. GIVEN A NEGATIVE A.S.D. DESIGN LOAD, DETERMINE MAXIMUM SPAN "L-" FROM SCHEDULE. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM DETERMINED SPAN BETWEEN "L+" AND "L-" (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN WALL W/ FLOOR/CEILING MOUNTINGS: FOR A GIVEN POSITIVE A.S.D. DESIGN LOAD: DETERMINE: L1+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2+= MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE A.S.D. DESIGN LOAD: DETERMINE: Lt-- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2-= MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS, FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN "L1+", "L2+", "L1-" AND "l.2-" (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN LOAD TO DETERMINE MAXIMUM ANCHOR SPACING. 0 MAXIMUM SHUTTER SPAN "L+" OR "L-" FOR INSTALLATIONS INTO WOOD SHALL BE LIMITED TO 105 psf. A.S.D. DESIGN LOAD. ♦ SEPARATION TO CLASS REQUIREMENTS (1) SEE BELOW FOR MINIMUM SEPARATION TO GLASS SCHEDULE FOR SHUTTERS INSTALLED WITHIN THE FIRST 30'-0" ELEVATION OF BUILDING MEASURED AT BOTTOM OF SHUTTER. (2) MINIMUM SEPARATION TO GLASS FOR SHUTTERS INSTALLED ABOVE 30'-0" ELEVATION OF BUILDING, MEASURED AT BOTTOM OF SHUTTER IS 3". MINIMUM SEPARATION TO GLASS SCHEDULE: SHUTTER W/ ONE LOCK WITHOUT LOCKING RODS ION W/ SHUTTER IINCENTERTMICAL IINCENTERMOANES/II SPAN SYMMETRICAL OPPOSING 105" na I rcc 3 5/16"s 4" ALLOWED MAXI 3 7/8"s I 4" II s USE 2 1/2" FOR HD LOCK3QOR i l , USE INDICATED VALUES FOR HV CE ERMA S. MINIMUM SEPARATION TO GLASS SCHEDULE SHUTTER W/ ONE LOCK & TWO LOCKING RODS OR WITH ONLY TWO LOCKS I SSP N I INSTALLATION R�RICALTMATES IINCEN POSINGERMAT/II 105" I 2 3/4" ** I 3 3/16" II na i ALLOWED MAXI 3 1/4" xxx I 3 1/4" II ** USE 2 15/16" FOR HV 'T" LOCK 30 W/ 35 *** USE 4 1/8" FOR HV "Y' LOCK 30 W/ 35 USE INDICATED VALUES FOR HV CENTERMATES. t H.V. CORNER CENTERMATE #3 MAY BE USED AT ALL MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY CONDITION #2 NOTE #5, SHEET 5. WALL MOUNTING TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste, 305, VIRGINIA GARDENS. FLORIDA 33166 Phone : (305)871-1530 . Fax : (305)871-1531 e-mail: tilteco®aol.com EB -0006719 WALTER A. TILLIT Jr. P. E. FLORIDA no. # 44167 FLOOR/CEILING MOUNTING T HV BLADE ONLY INSTALLATION LEGEND & MANSORYI WOOD A, B, C, D, E, I M, N, 0, P, Q, R, F. K & L. S & V. G, H, I & J. I T, U, W & X. FLORIDA BUILDING CODE -(High Velocity Hurricane Zor © 2017 EASTERN METAL SUPPLY, INC. SHUTTER -TECH, tNC. MAXIMUM IMPACT HV1 HV2 ACCORDION SHUTTER BERTHA HV'" Accordion Shutter System (ASSA # 26)J.V. WINDOW BLADE & H.V. BLADE DATE Drawn by: L.C. 7485 WEST 2 COURT 07/28/1 DATE: 07/28/17 HIALEAH, FL 33014 DRAWING No PH (305) 823-2323 FAX (305) 826-7979 17-111 cUCUT mnnlmum r+IvcnUt<� JYAGIN.. (jp,) SCHFf]I I7 F FnR a rlUcnl uev cul Irmo co ANCHORS SPACING LEGEND DESIGN NEGATIVE OAD AND A ORR PONDIN MO NTIN TYP FOR ONCRETF IN TAI I ATIONS (SEE MOUNTINGS A. B, C, D AND F ON SHEET 6) TAPCON WITH ADVANCED THREADFORM TECHNOLOGY POURED CONCRETE BLUE TAP TAPPER+ SPS A WALL HEADER MOUNTING q WALL H 6-0 EADERMOUNTINGOWALL HEADER MOUNTING D WALL SILL OUNTING (R)WALL SILL OUNTING C & F WALL HEADER/SILL / W/ 1 W/ 4 MOUNTING (ft) A.S.D. DESIGN NEGATIVE LOAD (psf) A.S.O. DESIGN NEGATIVE LOAD (psf) A.S,O. DESIGN NEGATIVE LOAD (pd) A.S.D. DESIGN NEGATIVE LOAD (psf) A.S.D. DESIGN NEGATIVE LOAD (psf) A.S.D. DESIGN NEGATIVE LOAD (psf) 30110 60 75 90 120 760 205 30 40 60 75 90 120 160 205 30 40 60 75 90 120 760 205 30 40 60 75 90 720 160 205 30 40 60 75 90 120 160 205 30 40 60 75 90 120 760 205 ,4 12 10 9 8 8 6 6 74 72 70 9 8 8 6 6 74 72 10 9 8 8 6 6 14 12 10 9 8 8 6 - 14 12 t0 9 B $ 6 5.5 8 8 B 8 8 8 7 5.5 OR LESS ,4 ,2 10 9 8 8 6 5 14 ,2 10 9 8 8 6 6 14 12 10 9 g 8 6 6 14 ,2 ,0 9 8 8 6 3 74 12 10 9 8 8 6 6 8 6 8 8 8 8 8 6.5 14 12 10 9 8 8 6 fi 14 72 70 9 g 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 1 10 9 8 8 6 6 4,-0., 14 2 8 8 8 8 B 8 8 7 74 12 70 9 8 8 6 4 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 7 - - 14 12 10 9 8 7 5,5 8 8 8 8 8 7 5.5 4 14 12 10 9 e 8 4.5 - ,4 72 10 9 8 8 6 4 14 72 10 9 8 8 6 6 ,4 12 10 9 8 8 - ,4 12 10 9 8 $ 6 8 8 8 8 8 8 6.5 5 * SEE ANCHOR 74 12 10 9 8 a 6 4 14 12 10 9 8 8 6 6 74 12 10 9 8 8 6 6 74 ,2 10 9 8 8 - 74 12 10 9 8 8 6 8' 8 8 8 8 8 7 5,5 6'-0" 14 12 10 9 8 8 4s - ,4 12 10 9 8 8 6 3.5 14 12 70 9 8 8 6 67.5 5.5 - - 8 8 8 8 7.5 5.5 4 3 SPECIFICATIONS t4 12 70 9 8 5s - - 14 12 10 9 8 8 4.5 - 14 12 10 9 8 8 6 5 14 12 10 9 8 3 - 74 12 10 9 8 7 8 7 5 4 ON SHEET 14 8 8 8 8 14 12 10 9 8 8 4 - 14 12 10 9 8 8 6 3.5 14 12 70 9 8 8 6 6 14 12 10 9 8 - - - 74 12 70 14 72 10 9 8 8 4.5 - 14 12 10 9 8 8 6 6 74 12 9.5 7.5 4 - - - 74 12 9.5 7.5 6.5 3.5 - 8 8 8 7.5 14 12 10 9 8 8 5.5 3.5 14 12 70 9 14 72 10 9 8 5 - - 74 12 10 9 8 8 4 - 14 12 10 9 8 8 6 5.5 7,-0" - 14 12 10 9 8 6.5 3 - 14 14 74 14 745.5 4 3 14 ,2 to s b a - - 74 t2 s.5 - - - - - 4.5 ♦SEE LIMITATIONS OF USE FOR 1A 28 14 11.5 7.5 6 - - - - 8 8 7.5 6 5 4 BLADE ON SHEET - - 14 12 8 6.5 - - - - 8 B 8 6.5 5.5 4 - - 10'-0" 74 12 9.5 5 3.5 - - - 14 72 10 9 5.5 - - - 14 12 ,0 9 8 - - - 11.5 8.5 - - - - - - 11.5 74 - - _- - - - 14 14 - 11- 14 3 - - 14- 2,-0„ - 1412.5 9,5 4 14 12 - - - - - - - 3 -0 1 12 _ _ _ _ _ _ 14 12 _ _ _ _ 14 105 55 .. 14 72 _ __ 14 12 4,-0„ 14 12 _ _ _ _ _ _ 74 12 _ _ _ _ _ _ 14 12 14 7 _ _ _ _ _ _ 14 72 14 - ,4 11.5 - _ _ _ _ _ 14 ,2 - - _ _ _ - 14 12 - - - - - - 'D.5 - 1Q. HV BLADE OR HV BLADE 14 _ _ _ _ _ 74 14 _ _ _ _ _ 70.5 B _ _ _ _ _ _ B 8 5 4 _ _ _ 14 - _ _ _ _ _ _ 14 _ _ _ _ _ _ _ 14 _ - - - 7.5 5.5 3.5 3 - - - - W/ 1�Ai HV WINDOW BLADE 14 _ _ _ _ _ _ _ 74 _0 14 _ _ _ _ _ - 14 _ _ _ _ _ _ _ �q _ _ _ _ _ _ _ 7 _ _ _ _ _ _ _ 7 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 7 5.5 3.5 - WORKING IN UNISON 4 - 14t4 _ _ _ _ _ _ _ 14, _ _ _ _ _ _ _ 8 _ _ _ _ _ _ _ 8 6.5 4 3.5 _ _ _ _ 9.5 _ _ _ _ 44 e�ER A. FLORIDA BUILDING CODE (High Velocity Hurricane Zor ®0 .......... (ENGINEERING) © 2017 EASTERN METAL SUPPLY, INC. ` 1. `�e�.Aag•�• � � ©2017 TILTECO INC. ENGINEERING €'RaiL1U^�T 2':G JiSE.S3 ,tlYgyq•`°.° </ tas=">:sn3,eng usth the r14go", \ ¢m �� o°° 4 SitLiTTER-TECH, tKC. MAXIMUM IMPACT HV7 HV2 Ac L E C ® ACCORDION SHUTTER BERTHA HV "' Accordion Shutter System JQY(ASSA # 26)I.Y. BLADE #1 W OR W/O H.V. WINDOW BLADE & H.V. BLADE R` ••• s EV. N DESCRIPTION DATE ma TILLIT TESTING & ENGINEERING COMPANY Drawn by: L.C. ^• ,. a:"LE x=i,II^'v; 4�� •�•• t.`_ 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 7485 WEST 2 COURT 1 OLD 15-155 07/28/1 DATE: 07/28/17 Phone : (305)871-1530 . Fax : (305)871-1531 HIALEAH ®®A L Cfr 1st e-mail: tllteco®aol.com ' 3 FL 33014 2 DRAWING No ®® ®sssoe®ear [{ WALTERA.TIILUT 9. P. E. PH (305) 823-2323 FAX (305) 826-7979 4 17-111 MIAMI-DADE COUNTY P,E. SEAL/SIGNATURE/DATE FLORIDA Uc. # 44167 5 SHEET _.. 6 ix nP 9R - •'- •� - w e a a 6 4.5 14 12 10 9 7.5 5.5 3.5 - 14 12 10 SITS 8 6 5 14 72 10 9 8 7 5.5 4 •SEE UMITATION5 OF USE FOR 5'-0" 14 12 10 9 A a 14 70 9 8 8 6 4.5 BLADE to ON SHEEP 20 6'-0" �••••��000000000000mMMIMM mmmomvoommv®om®ommly®m®vv mmmmoovemmmv®®ve mml0®mvoommmv®®vommvvomvv MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW. FOR E. D. LESS THAN THE INDICATED, REDUCE (SEE MOUNTINGS E, G. & H ON SHEETS 6 & 7) REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. FACTOR ACTUAL EDGE APCON W/ ADVANCED THRFAOFORM TECH. TAPPER + ALL POINT SOLID SET BLUE ANCHOR. SPACING a.cNn TAPCON WITH ADVANCED THREADFORM TECHNOLOGY POURED CONCRETE MXIIMMUM @WALL SILL MOUNTING © CEILING MOUNTING AN H FLOOR MOUNTING O (H) A.S.D. DESIGN NEGATNE LOAD (psf) A.S.D, DESIGN NEGATIVE LOAD (psf) A.S.D. DESIGN NEGATIVE LOAD (psf) 30 40 60 75 90 120 760 20!30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 205 14 12 10 9 8 8 6 5.5 14 12 1a 9 8 8 6 6 74 12 10 9 8 8 6 6 31-0. )R LESS 74 12 70 14 12 10 14 72 t0 9 8 8 6 6 9 6 8 6 7 9 8 7 5.5 3.5 74 14 14 12 12 12 10 9 8 8 6 6 10 9 8 8 6 6 10 9 8 8 6 6 74 14 14 12 12 12 10 70 10 9 9 9 8 8 8 6 8 6 8 6 8 6 6 5 6 5 0�0000v0 ��0®�0v0 m�®�®000 ALL POINTS SOLID -SET ®ago BLUE TAP W/ CAP vvvvovvo®mm©ovvo�®©vvvvo TAPPER+ 4'-0" - •'- •� - w e a a 6 4.5 14 12 10 9 7.5 5.5 3.5 - 14 12 10 SITS 8 6 5 14 72 10 9 8 7 5.5 4 •SEE UMITATION5 OF USE FOR 5'-0" 14 12 10 9 A a 14 70 9 8 8 6 4.5 BLADE to ON SHEEP 20 6'-0" �••••��000000000000mMMIMM mmmomvoommv®om®ommly®m®vv mmmmoovemmmv®®ve mml0®mvoommmv®®vommvvomvv MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW. FOR E. D. LESS THAN THE INDICATED, REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. FACTOR ACTUAL EDGE APCON W/ ADVANCED THRFAOFORM TECH. TAPPER + ALL POINT SOLID SET BLUE DICTANCE MIN. SPACING MIN. SPACING ;;;;;3" um. o®mee o© • •- MMM MMUv©o®�vvv©vv mmm®vveemmm m©eommovmono �ov000voovv000vvomm1171111mv®vvv m®®vovvommv®©®oomv®=�®ovo mmommvvemmmo®ovom�v®omve ovovooeovov00000mmvv©vvo „ m¢mo©®vee a�mmvv©oo m®vv©vvo mm®®oeivom®vv©ave®mv©0000 �v©vovoo mmom®vvo ®mr�©Will ,vvvv0000vv000voom�v®m®�o mmvvvveom�v®�vve®�®�®vov 0.7, - - - ®omoovvom®®v©vvomvomvovo ,00vv0000vvv00000®mr�©vvve ®��00v0000®0®000000©0000 ®mvvvvvo®mm©ovveT.Momoveve 0�0000v0 ��0®�0v0 m�®�®000 , a1m; vovvooevoomvomvvvo ®ago omlEUMMMMI e vvvvovvo®mm©ovvo�®©vvvvo WMMIMM oovv�®00000©®©0000 tl mmvveovmwvvve D. 'vvvvovoo®m�vovvvo�©©vvvvo BLADEUNISONIN 0v vavoo�a©ovvvomvvvavvv vvvovvvo®m®vovvoommvvvvo ,v000e000vevoovoe0®©vvvvo vv�avoovo vvvvvvoo 0�1©ov m�� ®0000000 mra©eaves r:�r:��s�n��,.� * SPECIFICATIONS ON ANCHOR REQUIREMENTS: POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES 1. ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: (A) TO EXISTING POURED CONCRETE: (Min. Vc = 3 ksi) - 1/4"0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDER. (Min, f'c = 3 ksi) - 1/4"0 x 3/4" ALL POINTS SOLID -SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. (Min. f c = 3 ksi) - 1/4"0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. (Min. f'c = 2 ksi) - 1/4"0 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC., AND DISTRIBUTED BY ALL POINTS SCREW, BOLT At SPECIALTY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. (Min. f'c = 3 ksi) NOTES: A.1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ ANCHORS IS 1 3/4", AND FOR BLUE TAP W/ CAP ANCHORS IS 1 1/2". A.2) MINIMUM EMBEDMENT OF 1/4"0 x 3/4" ALL POINTS SOLID -SET ANCHORS SHALL BE 7/8" INTO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4"0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND 1" MINIMUM FOR WALLS WITH NO STUCCO. A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES A.1) & A.2) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 28A. (B) TO EXISTING CONCRETE BLOCK: (ASTM C-90) - 1/4"0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX. - 1/4"0 x 3/4" ALL POINTS SOLID -SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. - 1/4"0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. - 1/4"0 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC., AND DISTRIBUTED BY ALL POINTS SCREW, BOLT At SPECIALTY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. NOTES: B.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF BLUE TAP W/ CAP ANCHORS AND TAPPER+ ANCHORS IS 1 1/4" AND TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1". 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 EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4" 0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND 1" MINIMUM FOR WALLS WITH NO STUCCO. B.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES B.1) & B.2) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 28A. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE (E.D.) VERSUS SPACING RELATIONSHIP FOR ANCHORS. EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW. FOR E. D. LESS THAN THE INDICATED, REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. FACTOR ACTUAL EDGE APCON W/ ADVANCED THRFAOFORM TECH. TAPPER + ALL POINT SOLID SET BLUE DICTANCE MIN. SPACING MIN. SPACING ;;;;;3" E.D. 3" 4" MIN. SPACING = 3 1/2" MIN. 3 3/4" 4" POURED CONCRETE CONCRETE BLOCK POURED CONCRETE & POURED CONCRETE & POURED CONCRETE CONCRETE BLOCK MN. ED.=3 1/2" MIN. ED.=2 1/2" CONCRETE BLOCK CONCRETE BLOCK MIN. ED.=3 1 2" MIN. ED -3 MIN. ED.=3 1 2" MIN. ED.=2 1 3" 0.90 1.0 1.0 0.84 2 1 /2" 0.81 1.0 - - 2" 0.7, - - - 1 3/4" :-I0.78 0.91 _ - - (t�AOuauxnrxsalir) !:L 1 1 /2" -- - - z:,,t) ®®p® ;' `��`EAIrt'©2017 TILTECO INC. (ENGINEERING) H IYIj a `t, :" 'IF ' NO 4416,7 � " 0 !L ECO INC. ® /t ` "1 TICCIT TESTING & ENGINEERING COMPANY 07 �f o- ftad't'd'"m' ®v�t'•e rC® ��®� 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 ®0gyp,{ �y 4 Phone : (305)871-7530 . Fax : (305)877-1531 IV/q LdE'a8'gll°' WALTEREB 110006®7 A. TILUT J9I P. E. MIAMI-DADE COUNTY P.E. SEAL/SIGNATURE/DATE FLORIDA Lic. If 44167 BUILDING CODE Hi h Velocity Hurricane ZI © 2017 EASTERN METAL SUPPLY, INC. SHtTTTER-TEC]i, INC. MAXIMUM IMPACT HV1 HV2 ACCORDION SHUTTER (ASSA # 26) 7485 WEST 2 COURT HIALEAH, FL 33014 PH (305) 823-2323 FAX (305) 826-7979 Tcv. ry UtSGKIY110N DATE Drawn by: L.C. 1 OLD 15-155 07/28/1 DATE: 07/28/17 a DRAWING No 4 17-111 5 cl rrr (SEE MOUNTINGS I, J, K & L ON SHEET Ytis e�rs;:�9yryr� M: ai11 €11e F:s•;mee f%1cAfarre C ;tiraM&Ij� 3 v::i.e.E2C5 MIAMI—DADE COUNTY \,\V C1116� °.. m'!v ©2017 TILTECO INC. (ENGINEERING) No. 44167 ® ( RfD ; � ®° TILLIT TESTING & ENGINEERING COMPANY m ®, 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33766 Phone : (305)871-1530 . Fax : (305)871-1531 wfuNAIs�ea a—ma11.com 01PooEB-0006719 WALTER A. TILLIT Jr. P. E. P.E. SEAL/SIGNATURE/DATE FLORIDA Lie, /# 44167 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLID—SET BLUE TAP TAPPER+ * SEE ANCHOR SPECIFICATIONS ON SHEET 14 0 VALID ONLY FOR UP TO +70, —75 PSF A.S.D. DESIGN PRESSURE RATING & FOR SPANS PER SCHEDULE #4, SHEET 12 10 HV BLADE ONLY FLORIDA BUILDING CODE (High Velocitv Hurricane Zc © 2017 EASTERN METAL SUPPLY, INC. SHVTTER TEC}t, INC. MAXIMUM IMPACT HV7 HV2 ACCORDION SHUTTER BERTHA HV `x Accordion Shutter System (ASSA # 26) J.V. BLADE #1 W OR W/O H.V. WINDOW BLADE & H.V. GLAD EV. Nc DESCRIPTION DATE Drawn by: L.C. 7485 WEST 2 COURT 1 OLD 15-155 07/28/1 DATE: 07/28/1 HIALEAH, FL 33014 2 DRAWING No PH (305) 823-2323 FAX (305) 826-7979 4 17-111 5 SHEET POURED CONCRETETri mmmmm mom � . mmlmI m mmm , � mmmmm�m� ®0' DODI00 ®®mmmmmm 0000000®©©©©©©©© m0' 00000 ®®®®®® 000000000 ©©©©©©©© ' m®100000 m®mvvvvv ®®®�not�o vtfavvvv®v ©©©©©©©o �®�I00000®®®v®®v©vvvvv®o©©©©©tom®v �®01Eavnvv ®®�v�©®lo vvvv®vvo ©©v©vv©o ,m®vvvvv®®®vvvv©travvvvvvv©©©©©©©© mmia1�0000®®moo®veovoovvvvo©©v©©vvo �®�' 00000 ®000©000000®000 ©©©©©0©0 �m0vvovv®®®v©®vvvvv©vvvv©©�vtcavvo ®�vvvos®®��®v©vvvvvvvv©©©©©©©©© mmm100000 m®m100000®��©�solvoov� svv©©©©vvvv m®vvvvv®�v®�®vvvv®�®vvv©©©�®vvv .,m®vvvvv®m�v©®olvvvvvov�o©©©©©©©� m®�vvoso�v�®©svvvvv®�svv©©©©�®sv m®mvvvvo®vv©vvveovov©vvo©©©�©vvv m®0vvvvv®f�vvv©vvvv©o©vvv©©vv®vvv ,m®�Ilavvvv®�v®�®vvvvvvvv®v©©©©©©vv m®vvvve��v®vvvvvvv©voce©©©vv©sv m®�vvvvemv®vvvvv000®�vve©©©©vvvv m®0vvvvo��®�®vvoov�®vvvv©©�®©vvo ,m®vvvvv®��vvv vvvvvvvvv©©©©©©�® m®�IEaavvvv vvv©sve�iv vv®�®vos ©©©vvvv m®�vvvvom®©vossvoov©veva©©©©osvv m®0vvvvv�vvv®vvvo��®vvos©©�®©vvv mm�vvvvv�f�v�®©vvvvvvv�vo©©©©©©�® m®0vvvvov®®vvvvvvvvv©eve©©vv©vvv m®�vvosovv��vvvvov®�vvos©©©�osvv m®0vvvvo�®vv©vvvvov©vvvv©vv©vvvv ,,m®0vvvvv�v®v®vvvvvvvvvos©©©©©vvv m®�vvvvv�©©vvvvvvv©®vvvv©©©vvvvv m®�Eavvvo��vvvvvvav©ovsvv©v©ossso m®0vvvvvvv�®©vvvv®®svvvv©©®©vvvv ,m®0vvvvom®vv©vvvvvvvv®vv©©©©©vvv m®0vvvvvot�©vvvovov�©vvvv©©�®ssvv m®0vvvvovvvvvvvoov©vosvo©©©osvvv m®0vvvvo��v®vvvvv®®svvvv©©®vvvvv ..�®0vvvvov�©vvvvv®�I��IR7�000©vv®vvvv m®mvvvvv ®t��vvvv� �? :n�tr�ralm�ss ©©weave Ytis e�rs;:�9yryr� M: ai11 €11e F:s•;mee f%1cAfarre C ;tiraM&Ij� 3 v::i.e.E2C5 MIAMI—DADE COUNTY \,\V C1116� °.. m'!v ©2017 TILTECO INC. (ENGINEERING) No. 44167 ® ( RfD ; � ®° TILLIT TESTING & ENGINEERING COMPANY m ®, 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33766 Phone : (305)871-1530 . Fax : (305)871-1531 wfuNAIs�ea a—ma11.com 01PooEB-0006719 WALTER A. TILLIT Jr. P. E. P.E. SEAL/SIGNATURE/DATE FLORIDA Lie, /# 44167 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLID—SET BLUE TAP TAPPER+ * SEE ANCHOR SPECIFICATIONS ON SHEET 14 0 VALID ONLY FOR UP TO +70, —75 PSF A.S.D. DESIGN PRESSURE RATING & FOR SPANS PER SCHEDULE #4, SHEET 12 10 HV BLADE ONLY FLORIDA BUILDING CODE (High Velocitv Hurricane Zc © 2017 EASTERN METAL SUPPLY, INC. SHVTTER TEC}t, INC. MAXIMUM IMPACT HV7 HV2 ACCORDION SHUTTER BERTHA HV `x Accordion Shutter System (ASSA # 26) J.V. BLADE #1 W OR W/O H.V. WINDOW BLADE & H.V. GLAD EV. Nc DESCRIPTION DATE Drawn by: L.C. 7485 WEST 2 COURT 1 OLD 15-155 07/28/1 DATE: 07/28/1 HIALEAH, FL 33014 2 DRAWING No PH (305) 823-2323 FAX (305) 826-7979 4 17-111 5 SHEET MAXIMUlk V WALL SPAN mmnn� 000no (ft) A.S.D. DESIGN e 30 40 F60T 3'-0"k12 mmmo�a 0000m�ae DR LESS m®moo ®mevove 10 ®®vete I�ve.lame.e mm®me o®mmmoo 4'-0" ®©000 vvovmme �o®me mevvvoe mne�ee no®omoo 5'-0" ommvo �oQmomo I0m0� Imwe my©e m0ne ®vim mmoe ®e.me ©vo vvvo vvve �vve ®vvo see mese Mv000mm mmmmmmm �vovvvo evoovoo �eses�� WALL iciYYt�ii mmv©vee mmnn� 000no 000®me mnvemve e ®�D�C m®momma mmmo�a 0000m�ae m®moo ®mevove ®®vete I�ve.lame.e mm®me o®mmmoo ME ®©000 vvovmme �o®me mevvvoe mne�ee no®omoo ommvo �oQmomo nommo woe.vvo m®mete no®m®oe voe.om mvvevve nom®voe ®e.emovo ©ve.ovvm moe.me omeoo�ao ova ®oe,mm ©vvvvvo nv©0000 ve.e.elmvm ��vev n®v©eom ©vmovvo eovvomo �eseses voveoom mvvvv n®m®000 ©ovvv �sess vovmmivve ®moomom aovvvvo 7000sss (SEE MOUNTINGS A, B, C, D AND F ON SHEEP 6) OE WALL SILL MOUNTING a A�s;::e.4 tar^.se. ctio exp e c . USP, 1.. umtrO MIAMI-DADE COUNTY monose mmv©vee mnmetee 000no 000®me mnvemve e mmmnme m®momma ®masse 0000m�ae ®n©mme ®mevove �®name I�ve.lame.e s®®sse o®mmmoo ME Wo®ovvo vvovmme emmmme mevvvoe mmmmme no®omoo MMmmmmmme �oQmomo ®©�0v00 woe.vvo smmmme no®m®oe MMMMM= mvvevve WALL HEADER/SILL MOUNTING ta��taf,© mmv©vee mmonceve 000no mm©move mnvemve e mmnlvlvoe m®momma mmmme.me 0000m�ae m®mmome ®mevove novo©oo I�ve.lame.e MINIIN o®mmmoo ME Wo®ovvo vvovmme mevvvoe ®nme.ve.e no®omoo ve�e.me,ve �oQmomo ®©�0v00 woe.vvo m®e.me.ve no®m®oe novmomo mvvevve nom®voe ®e.emovo ©ve.ovvm mlov omeoo�ao ova ®omomvo ©vvvvvo nv©0000 ve.e.elmvm n®v©eom ©vmovvo eovvomo �eseses voveoom n®m®000 ©me•vvom nv®move vovmmivve ®moomom vovmomm vvvovoo �©o®000 vv©omoe ®000000 om®0000 v®moesae ©0000 0 �m®moeeim v©ommoe �m0000m ©oevee e0000 0 ��see e i 0 WALL/FLOOR MOUNTING "WYiS7�O� mmv©vee mmonceve mm©omme mm©move mnvemve mmnlvlvoe m®momma mmmme.me ®®ne,vve m®mmome ®mevove ®®n©moa I�ve.lame.e MINIIN ®©ovove ME Wo®ovvo vvovmme mevvvoe ®nme.ve.e ve�e.me,ve �oQmomo �n®verve woe.vvo m®e.me.ve �ovv000 novmomo mvvevve �oovvoo ®e.emovo ©ve.ovvm mlov vevlomom ova ®omomvo ©vvvvvo voovmvet ve.e.elmvm evovmoo �000vvo ©vmovvo eovvomo �eseses ©2017 TILTECO INC. (ENGINEERING) gyp. 44167 ®�` _IL ECO imp. a ((f 9m TILLIT TESTING & ENGINEERING COMPANY .......... w� `Q4 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 ®� Phone : (305)871-1530 . Fax : (305)871-1531 e—mail:(0006191®Lcom EB WALTER A. TILLIT Jr. P. E FLORIDA Lic. # 44167 P.E. SEAL/SIGNATURE/fIATF ANCHORS SPAQING LEGEND TAPCON WITH ADVANCED OVER MOUNTING THREADFORM TECHNOLOGY EGATIVE LOAD (psf) BLUE TAP sa 120 Iso las TAPPER+ ®m000oC mmonceve mm©move momnome mmmme.me m®mmome ®®n©moa MINIIN ME Wo®ovvo ®nme.ve.e ve�e.me,ve �n®verve m®e.me.ve novmomo ®e.emovo mlov ova ®omomvo ®©moovo ©vmovvo vve.e.vvo ©me•vvom vovmmivve vovmomm vvvovoo �ovovvo esessese * SEE ANCHOR SPECIFICATIONS ON SHEET 14 *SEE LIMITATIONS OF USE FOR BLADE 1A ON SHEET 28 n HV BLADE OR n HV BLADE W/ 9 HV WINDOW BLADE WORKING IN UNISON FLORIDA BUILDING CODE Hi h Velocity Hurricane Zone L-TE=CH.wc © 2017 EASTERN METAL SUPPLY, INC. ERMAXIMUM IMPACT HV7 HV2 ACCORDION SHUTTER (ASSA # 26) 7485 WEST 2 COURT HIALEAH, FL 33014 PH (305) 823-2323 FAX (305) 826-7979 EV. N DESCRIPTION DATE Drawn by: L.C. 1 OLD 15-155 07/28/1 DATE: 07/28/17 3 DRAWING 1. 17-111 5 cu crT + NOTES ON ANCHORS REQUIREMENTS- WOOD SUBSTRATES 1. ANCHORS TO WALL, FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS - 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX W/ MINIMUM THREADED PENETRATION AS INDICATED AT EACH SECTION ON SHEETS 18 & 19. EXCEPTION: SEE NOTE 2 BELOW. 2. ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U, SHEET 19 AND SHALL CONSIST OF LAG SCREWS AS PER N.D.S. 2015 SPECIFICATIONS. 3. SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No. 2 W/ G=0.55 (N.D.S) -DOUGLAS FIR W/ G=0.50 (N.D.S.) -SPRUCE PINE FIR NORTH W/ G=0.43 (N.D.S.) -SPRUCE PINE FIR SOUTH W/ G=0.36 (N.D.S.) -MIN. 1/2" CDX PLYWOOD (1986 APA) 4. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS ANCHOR'S MANUFACTURER. MIAMI-DADE COUNTY 1P.E. ®pENSt'' tin. #4167 OF THE V © 2017 TILTECO INC. (ENGINEERING) HV B TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 Phone : (305)871-1530 . Fax : (305)871-1531 i0g9 a -mail: tilteco®aol.com EB -0006719 WALTER A. TILLIT Jr. P. E. E/DATE FLORIDA Lic. # 44167 ♦ SEE LIMITATIONS OF USE OF BLADE lA ON SHEET 28 SHUTTER=TECH, ixc (ASSA # 26) 7485 WEST 2 COURT HIALEAH, FL 33014 SON BUILDING CODE (High Velocity Hurricane Zon • © 2017 EASTERN METAL SUPPLY, INC. MAXIMUM IMPACT HV7 HV2 ACCORDION SHUTTER PH (305) 823-2323 FAX (305) 826-7979 EV. N DESCRIPTION DATE I Drawn by: L.C. 1 OLD 15-155 7/28/1 DATE: 07/28/17 z 3 DRAWING Na 4 17-111 5 cuccT MAXIMUM ANCHOR+ NEGATIVE A.S.D. SPACING (in) SCHEDULE FOR A GIVEN DESIGN LOAD AND A CORRESPONDING (SEE MOUNTINGS ON SHEETS 18 & 19) MAX SHUTTER SPAN MOUNTING TYPE U B !E3TFzRAT1= MAXIMUM SOUTHERN PINE No. 2 DOUGLAS FIR W/ W/ MIN. G=0.55, MIN. G=0.50 SPRUCE PINE FIR NORTH W/ MIN. G=0.43 SPRUCE PINE FIR SOUTH W/ MIN. G=0.36 1/2" MIN. CDX PLYWOOD SPAN (ft) WALL M, MOUNTINGS N, 0 &R CEILING MOUNT T FLOOR MOUNTINGS W&X WALL MOUNTINGS M, N, 0 &R CEILING MOUNT T FLOOR MOUNTINGS W&X WALL MOUNTINGS M, N, 0 &R CEILING MOUNT T FLOOR MOUNTINGS W&X WALL MOUNTINGS P&Q EGATIVE A.S.D. DESIGN LOAD (psf 4EGATIVE A.S.D. DESIGN LOAD (psf NEGATIVE A.S.D. DESIGN LOAD (psf IEGAHVE A.S.D. DESIGN LOAD (psf NEGATIVE A.S.D. DESIGN LOAD (psf, 4EGATIVE A.S.D. DESIGN LOAD (psf NEGATIVE A.S.D. DESIGN LOAD (psf 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 -0" OR LESS 12 10 10 9 8 8 6 6 6 6 6 1 5 12 10 10 9 8 8 6 6 6 6 5 4 12 10 10 9 8 8 6 6 6 4.5 4 3 6 5 4 4 4 3 4'-0" 12 10 10 9 8 8 6 6 6 5 4.5 4 12 10 10 9 8 8 6 6 5.5 4.5 3.5 3 12 10 10 9 8 8 6 6 4.5 3.5 3 2.5 6 5 4 4 4 3 5'-0" 6'-0" 12 12 10 10 10 10 9 8 8 9 8 6.5 6 6 6 5 4 3.5 3 6 4.5 3.5 3 2.5 12 12 10 10 9 8 8 10 10 9 8 4.5 6 6 4.5 3.5 3 2.5 6 5.5 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 7'-0" 8'-0" 12 12 10 10 10 10 9 6.5 4 7.5 4.5 3 6 6 5.5 4 3 2.5 2 5 3 2.5 2 2 12 12 10 10 9 4.5 3 10 10 5.5 3 - 6 5 3 2.5 2- 5.5 4 2.5 2 2 - 9'-0" 12 10 10 5 3.5 - 6 4.5 3 2 2 - 12 10 8.5 4 - - 5 3.5 2.5 2- 10'-0" 12 10 7.5 4 - - 5 4 2.5 2 - - 12 10 5.5 3 - - 4.5 3 2 - - - 12 10 3- 11'-0" 5 - - - - 12'-0" 6 5 - - - - 13'-0" 12 10 - - - - 4 3 - - - - 12 10 - - - - 3.5 2.5 - - - 6 4 - - - - 14'-0" 12 10 - - - - 4 3 - - - - 12 7 - - - - 3 2 - - - 6 - 15'-0" 12 - - - - - 3.5 - - - - - 12 - - - - - 6 - - - - - 16'-0" 112 - - - - - 3 - - - - - 12 + NOTES ON ANCHORS REQUIREMENTS- WOOD SUBSTRATES 1. ANCHORS TO WALL, FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS - 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX W/ MINIMUM THREADED PENETRATION AS INDICATED AT EACH SECTION ON SHEETS 18 & 19. EXCEPTION: SEE NOTE 2 BELOW. 2. ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U, SHEET 19 AND SHALL CONSIST OF LAG SCREWS AS PER N.D.S. 2015 SPECIFICATIONS. 3. SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No. 2 W/ G=0.55 (N.D.S) -DOUGLAS FIR W/ G=0.50 (N.D.S.) -SPRUCE PINE FIR NORTH W/ G=0.43 (N.D.S.) -SPRUCE PINE FIR SOUTH W/ G=0.36 (N.D.S.) -MIN. 1/2" CDX PLYWOOD (1986 APA) 4. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS ANCHOR'S MANUFACTURER. MIAMI-DADE COUNTY 1P.E. ®pENSt'' tin. #4167 OF THE V © 2017 TILTECO INC. (ENGINEERING) HV B TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 Phone : (305)871-1530 . Fax : (305)871-1531 i0g9 a -mail: tilteco®aol.com EB -0006719 WALTER A. TILLIT Jr. P. E. E/DATE FLORIDA Lic. # 44167 ♦ SEE LIMITATIONS OF USE OF BLADE lA ON SHEET 28 SHUTTER=TECH, ixc (ASSA # 26) 7485 WEST 2 COURT HIALEAH, FL 33014 SON BUILDING CODE (High Velocity Hurricane Zon • © 2017 EASTERN METAL SUPPLY, INC. MAXIMUM IMPACT HV7 HV2 ACCORDION SHUTTER PH (305) 823-2323 FAX (305) 826-7979 EV. N DESCRIPTION DATE I Drawn by: L.C. 1 OLD 15-155 7/28/1 DATE: 07/28/17 z 3 DRAWING Na 4 17-111 5 cuccT TYPE (SEE MOUNTINGS ON SHEET 19) MAXIMUM SPAN (ft) SOUTHERN PINE No. 2 W/ MIN. G=0.55, DMI)N GOI50W/ SPRUCE PINE FIR NORTH W/ MIN. G=0.43 SPRUCE PINE FIR SOUTH W/ MIN. G=0.36 B.O. WALL MOUNTINGS S& V B.O. WALL MOUNTINGS S& V B.O. WALL MOUNTINGS S& V NEGATIVE A.S.D. DESIGN LOAD (psf NEGATIVE A.S.D. DESIGN LOAD (psf NEGATIVE A.S.D. DESIGN LOAD (psf 30 40 60 75 90 105 3O 40 60 75 90 10530 40 60 75 90 705 3'-0" OR LESS 12 112 12 12 12 12 12 1212 12 12 12 72 72 i2 i2 12 112 4'-0" 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 .2 J12 5'-0" 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 1.5 10 6'-0" 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 1.5 9.5 8 7'-O" 12 12 72 72 12 12 12 12 12 12 12 10 12 12 72 10 8 8 8'-0" 12 12 12 12 12 12 12 12 12 12 0.5 9 12 12 11 8.5 7 7 9'-0" 12 12 12 12 12 10. 12 12 12 11 9 8 12 12 9.5 7.5 6.5 6 10'-0" 12 12 12 12 1.5 9.5 12 12 12 10 8 7 72 12 8.5 7 6 5.5 11'-0" 12 12 12 12 10 8.5 12 12 11.5 9 7.5 6.5 12 12 8 6 5 5 12'-0" 12 12 12 1-59.5 8 12 12 10.5 8 7 6 12 11 7 6 5 4.5 13'-0" 12 12 12 10.5 8.5 7.5 12 12 9.5 7.5 6 5.5 12 10 6.5 5 4.5 4 14'-0" 12 12 12 9.5 8 6 12 12 9 7 6 4.5 12 9.5 6 5 4 3.5 15'-0" 12 12 11 9 7.5 5 12 12 8 6.5 5.5 3.5 1.5 8.5 6 4.5 4 3 16'-0" 12 12 10.5 8.5 6.5 4 1.5 12 8 6 4.5 3 11 8 5.5 4 3 1- G HV BLADE ONLY + NOTES ON ANCHORS REQUIREMENTS, WOOD SUBSTRATES 1. ANCHORS TO WALL, FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: - 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDER W/ MINIMUM THREADED PENETRATION AS INDICATED AT EACH SECTION ON SHEETS 18 & 19. EXCEPTION: SEE NOTE 2 BELOW. 2. ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U. SHEET 19 AND SHALL CONSIST OF LAG SCREWS AS PER NDS 2015 SPECIFICATIONS. 3. SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No. 2 W/ G=0.55 (N.D.S) -DOUGLAS FIR W/ G=0.50 (N.D.S.) -SPRUCE PINE FIR NORTH W/ G=0.43 (N.D.S.) -SPRUCE PINE FIR SOUTH W/ 0=0.36 (N.D.S.) -MIN. 1/2" COX PLYWOOD (1986 APA) 4. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHORS MANUFACTURER. FLORIDA BUILDING CODE (High Velocity Hurricane Zone o'............. ° © 2017 TILTECO INC. (ENGINEERING)©2017 EASTERN METAL SUPPLY, INC. 'RODUCT REV7 EL5 •�a �. ,ENS ``°`.°a ^y[g;OgitntdxsPlc�tadn "`' '� SHUTTER -TECH lxc. MAXIMUM IMPACT HV1 HV2 D X06 ACCORDION SHUTTER a �u£x. , e' BERTHA HV'" Accordion Shutter System (AssA # 26) V. BLADE 1 W OR W/O H.V. WINDOW BLADE & H.V. BLADE 2 .d R EV. N DESCRIPTION DATE Drawn b L.C. Nit jx'e'-u,�,�s1;.tde�rsro: � 'o� % Q" �'�t®0� 6355IEr1.w 3cE551NGe&DENGGNEEINIA GARDENS. R�Io Ns.Cr°o,oANa,ss 7485 WEST 2 COURT 1 OLD 15-155 07/28/1 DATE: Y07/28/17 `° •° ®A • • •� C` Phone : (305)871-1530 . Fox : (305)871-1531 6 e-mail: tilteco®aol.com HIALEAH, FL 33014 2 Ife SION ff oe'WALTER A. TIL T 1Jr. P. E. PH (305) 823-2323 FAX (305) 826-7979 4 17-111 I MIAMI-DADE COUNTY P.E. SFAI /SIGNATHRF/nATF FLORIDA Uc. N 44167 5 SHEET 7/4"0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2" Min. PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 16) OR� FINISH EXISTING MIN. 2"x4" WOOD HEADER REQUIRED EXISTING MIN. SEPARATION GLASS—� TO GLASS (SEE SCHEDULE ON SHE 12 FOR BLADE(D) ON SHEET 28 FOf BLADES1�&1® OM HV WALL HEADER INSTALLATION EXISTING GLASS II MIN. SEPARATION 2"x4" CONT. TO GLASS WOOD PLATE (SEE SCHEDULE REQ'D ON SHEET 12) - - WALL FINISH — L_jL_j 12 DR 1-1 1/4"0 TAPCON WITH ADVANCED THRFADFORM TECHNOLOGY W/ 1/2" Min. PENETRATION OF THREADED AREA INTO PLYWOOD. (SEE SCHEDULE ON SHEET 16) N 1-1/2" MIN. COX PLYWOOD REQ'D. EXISTING MIN. 2"x4" STUDS ® 16" O.C. MAX. REQ'D. PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE WITH SECTION 2322 OF THE F.B.C. HV WALL SILL INSTALLATION IS R MAX. SHUTTER SPAN L+ OR L- FOR INSTALLATIONS INTO WOOD WITH HV BLADE n .1/4.0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2" Min. PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 16) 18 1" Min_ 1/4"0-20x3/4" S.S. MACHINE SCREWS EQ W/ 1/4--20 NUTS ® 12" O.C. r-17 JI OR1 r3 i N c� /`�.� \ FII ': -: I_�OPTIONAL OR �� U LJ .,:._EXISTING MIN. 2'x4" WOOD HEADER REQUIRED MIN. SEPARATION EXISTING TO GLASS GLASS (SEE SCHEDULE - GLASS -11 ON SHEET 12) ( HV WALL HEADER INSTALLATION MIN. SEPARATION TO GLASS EXISTING (SEE SCHEDULE GLASIIS�I�i� ON SHEET 12) l�J H20x3/4" S.S. MACHINE MACHINE SCREWS W/ 1/4"-20 NUTS 12" O.C. -�, 2"x4" CONT: WOOD PLATE REQ'D. EXISTINGMIN. 2"x4" STUDS 1y \ O 16" O.C. MAX. REQ'D. PLYWOOD TO BE ATTACHED TO 1/2" MIN. COX STUDS IN ACCORDANCE WITH PLYWOOD REQ'D. SECTION 2322 OF THE1?$C •••T���-y.,•.�� 2"x4" CONT. SILL PLATE REQ'D. II MIN. SEPARATION TO GLASS (SEE `— 12HEDULE ON OR BLADES1EJ/ EXISTING ON SHEET 28 FOf GLASS—{I BLADEST& 9 II WALL p -r1 p �-` FINISH OR 1/4"0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2" Min. PENETRATION OF THREADED AREA MIDWIDTH OF WOOD PLATE. (SEE SCHEDULE ON SHEET 16) (0)HV WALL SILL INSTALLATION MIN. SEPARATION TO GLASS 1 (SEE SCHEDULE 1 -SEE SHEET 4 FOR TYPICAL X EXGLASS--- ON SHEET 12) I I 1/4"0-20x3/4"S.S. 2 -MOUNTING SECTIONS CAN BE MACHINE SCREWS COMBINED IN ANY WAY TO _ USING 1/4"-20 NUTS SUIT ANY INSTALLATION. I f u® 12" O.C. 17OR18 `1/4"0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY NOTE: W/ 1/2" Min. PENETRATION OF 1 -SEE SHEET 4 FOR TYPICAL THREADED AREA INTO PLYWOOD. SHUTTER ASSEMBLY. (SEE SCHEDULE ON SHEET 16) 2 -MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO WALL FINISH SUIT ANY INSTALLATION. SEE LIM§TATIONS OF USE OF LL INSTALLATION BLADE 1A ON SHEET 28 i V •'Lae-•• `vc w © 2017 TILTECO INC. (ENGINEERING) �.6 a filo. 44167 "�"' �J...% IL E C O INC. t .y + a �rp••'�F,,(��pP•'}.+ TILLIT TESTING & ENGINEERING COMPANY pe' 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 IPA I Phone : (305)871-1530 . Fax : (305)871-1531 e-mail: tilteco®aoLcom EB -0006719 WALTER A. TILUT Jr. P. E. MIAMI—DADE COUNTY P. E. SEAL/SIGNATURE/DATE FLORIDA Lic, # 44167 1/4"0 TAPCON WITH ADVANCED 1 THREADFORM TECHNOLOGY CONT. W/ 1 1/2" Min. PENETRATION PLATE OF THREADED AREA ), '.:.2; -WALL MIDWIDTH OF WOOD PLATE. n ��I FINISH (SEE SCHEDULE ON SHEET 16) ® HV WALL SILL INSTALLATION SHLTTTEH—TECH, tNc. (ASSA # 26) •� EV. 7485 WEST 2 COURT 1 HIALEAH, FL 33014 2 3 PH (305) 823-2323 FAX (305) 826-7979 4 5 6 )DE (High Velocity Hurrica 2017 EASTERN METAL SUPPLY. INC. MAXIMUM IMPACT HV1 HV2 ACCORDION SHUTTER �O DESCRIPTION DATE I Drawn by: L.C. OLD 15-155 7/28/1 DATE: 07/28/17 DRAWING No 17-111 LTA MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE nl —���— MIN. SEPARATION WALL FINISH SPAN & DESIGN LOAD FOR INSTALLATIO 1/4"0 TAPCON WITH TO GLASS 6" O.C. ADVANCED THREADFORM EXISTING GLASS --II W/ 1 1/2" Min. PENETRATION TECHNOLOGY 4"x8" (Min.) EXISTING— WALL FINISH --( STUD TO ACCEPT W1 1 1/2" Min. PENETRATION WOOD BEAM REQUIRED. 5/16"0 LAG SCREW ,ALTE'NAT ANCHOR OF THREADED AREA TO STRUCTURAL ADEQUACY LOCATION EXISTING WOOD HEADER. 1/4"0-20x3/4" S.S. OF EXISTING WOOD BEAM \ (SEE SCHEDULE ON SHEET 17) PHILLIPS TRUSS HEAD TO BE CERTIFIED BY 2"x6" MIN. WOOD ---T 2NFOR8 E(DA GLASS�j 1SH 1"Min. ACHINE SCREWS REGISTERED ENGINEER OR "OR 1 I I 19 EQ EQ W/ ARCHITECT PRIOR TO 1/4"-20 NUTS \ FINISH ALLOWED) SHUTTER INSTALLATION. o9 12" O.C. EDGE OF DECK 1 OR 15 1/4"0 TAPCON WITH—� _ ADVANCED THREADFORM 250" TECHNOLOGY W/ 1 1/2" Min. PENETRATION OF THREADED 0 I Max. N AREA TO EXISTING WOOD BEAM I� OPTIONAL (SEE SCHEDULE ON SHEET 16) EXISTING MIN 2"x4" EXISTING ---II HEADER REQb MIN. SEPARATION GLASS III TO GLASS (SEE SCHEDULE ON SHEET 12) SO HV WALL HEADER INSTALLATION NOTES: 1–SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY, 2–MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. (SEE SCHEDULE ON SHEET 17) 1/4" Max. 13 OR© -1/4"0-20x3/4" S.S. PHILLIPS TRUSS HEAD MACHINE SCREWS W/ 1/4"-20 NUTS 12" O.C. (V HV WALL SILL INSTALLATION F9.:LqC. Q3 p2 -z MIAMI—DADE COUNTY I P.E. i 'I ILII II EXISTING r GLASS --I MIN. (SEE SFPAR TO GLASS (SEE —I SCHEDULE IXJ SHEEP 12 FOR BL %OAND ON SHEET 28 OR I ELADEs��® #14x3/4" MIN. SEPARATION S.M.S. TO GLASS 6" O.C. (SEE SCHEDULE ON SHEET 12) EXISTING GLASS --II W/ 1 1/2" Min. PENETRATION IIMIDWIDTH WALL FINISH (SEE SCHEDULE ON SHEET 17) 1/4" Max. 13 OR© -1/4"0-20x3/4" S.S. PHILLIPS TRUSS HEAD MACHINE SCREWS W/ 1/4"-20 NUTS 12" O.C. (V HV WALL SILL INSTALLATION F9.:LqC. Q3 p2 -z MIAMI—DADE COUNTY I P.E. i 'I ILII II EXISTING r GLASS --I MIN. (SEE SFPAR TO GLASS (SEE —I SCHEDULE IXJ SHEEP 12 FOR BL %OAND ON SHEET 28 OR I ELADEs��® #14x3/4" �-1/4"O TAPCON WITH I S.M.S. ADVANCED THREADFORM 6" O.C. TECHNOLOGY "11, W/ 1 1/2" Min. PENETRATION IIMIDWIDTH OF THREADED AREA O --( STUD TO ACCEPT OF WOOD PLATE. (SEE SCHEDULE ON SHEET 17) 1/4" Max. 13 OR© -1/4"0-20x3/4" S.S. PHILLIPS TRUSS HEAD MACHINE SCREWS W/ 1/4"-20 NUTS 12" O.C. (V HV WALL SILL INSTALLATION F9.:LqC. Q3 p2 -z MIAMI—DADE COUNTY I P.E. i 'I ILII II EXISTING r GLASS --I MIN. (SEE SFPAR TO GLASS (SEE —I SCHEDULE IXJ SHEEP 12 FOR BL %OAND ON SHEET 28 OR I ELADEs��® #14x3/4" EQ S.M.S. TO GLASS (SEE 6" O.C. SCHEWLE ON SHEET or 13 or 15 12 FOR BLADE(1 AND ON SHEET OPEN HOLE AT EACH 26 R DLAD6�&® --( STUD TO ACCEPT cuccr 5/16"0 LAG SCREW ,ALTE'NAT ANCHOR AT CENTER OF TUBE. LOCATION MIN. SEPARAIN TO GIAss (SEE IN EXISTING ,1 scHEDULE ON SHEET 2"x6" MIN. WOOD ---T 2NFOR8 E(DA GLASS�j 1SH D "OR 1 I I TOHV CEILING INSTALLATION mll! 1/4"0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY v W/ 1 1/2" MiPENETRATION OF TH 1/2" ( HV CEILING INSTALLATION OR W #10x3/4" HEX WASHER HEAD TEK SCREWS 0 12" c.c MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12) EXISTING GLASS ---i I or 13 or 15 OR �♦ (IF APPLICABLE) EXISTING WOOD TRUSSES OR RAFTER O 24" O.C. REQUIRED EXISTING SOFFIT 3/4" Max. THK. 1"x4"xt/8" CONT. ALUM. TUBE (6063–T6 ALLOY) W/ (3) 5/16"0 LAG SCREWS TO EACH RAFTER OR TRUSS. LOCATE LAG SCREWS AT MIDWIDTH OF EXISTING WOOD MEMBER, (2" Min. NOMINAL WIDTH) W/ 2" Min. PENETRATION OF THREADED AREA. VALID FOR INSTALLATIONS WITH 72 psf MAX. A.S.D. DESIGN LOAD AND 9'-0" MAX. SPAN. THIS INSTALLATION IS ONLY VALID FOR WOOD W/ MIN. SPECIFIC GRAVITY OF 0.50 AS DOUGLAS FIR OR SOUTHERN PINE No. 2, OR EQUAL. 2'"x6"' MIN. WOOD DECK REQUIRED (NO FINISH ALLOWED) —EDGE OF DECK IF APPLICABLE 1/4"0 F.H. TAPCON WITH EDGE _ — ADVANCED THREADFORM OF TECHNOLOGY DECK IF V W/ 1 1/2" Min. PENETRATION APPLICABLE 2" MIN. OF THREADED AREA MIDWIDTH OF WOOD PLATE. n. READIED AREA INTO WOOD DECK. .+•+tSEE..SCHEDULE ON SHEET 16) ♦ SEE LIMITATIONS OF USE OF (SEE SCHEDULE ON SHEET 16) �1p BLADE 1A ON SHEET 28 �X HV WALK—OVER INSTALLATION HV FLOOR INSTALLATION FLORIDA BUILDING CODE (High Velocity Hurricane Zor © 2017 TILTECO INC. (ENGINEERING) © 2017 EASTERN METAL SUPPLY, INC. No. 44167 "` SHLiTTEA—TECH, aa�c. MAXIMUM IMPACT HV1 HV2 ACCORDION SHUTTER 1 ` C C ® 1. C . BERTHA HV` Accordion Shutter System (ASSA # 26) iv. BLADE ii W/ nR W/O HV WINnnW HI ATTF ,G H v Pimp TfLLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 Phone (305)871-1530 . Fax : (305)871-1531 e–mail: t!Iteco®aoLcom EB -0006719 WALTER A. TFUT Jr. P. E. FLORIDA Lic. # 44167 MIN. SEPARATION "N DESCRIPTION I DATE TO GLASS (SEE 1 OLD 15-155 07/28/1 SCHEWLE ON SHEET EXISTING 12 FOR BLADE(1 AND ON SHEET GLASS \ 26 R DLAD6�&® 5 cuccr ,ALTE'NAT ANCHOR LOCATION ©+7 2"x6" MIN. WOOD ---T DECK REQUIRED (NO FINISH ALLOWED) EDGE OF DECK IF APPLICABLE _ mll! 1/4"0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY v W/ 1 1/2" MiPENETRATION OF TH 1/2" ( HV CEILING INSTALLATION OR W #10x3/4" HEX WASHER HEAD TEK SCREWS 0 12" c.c MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12) EXISTING GLASS ---i I or 13 or 15 OR �♦ (IF APPLICABLE) EXISTING WOOD TRUSSES OR RAFTER O 24" O.C. REQUIRED EXISTING SOFFIT 3/4" Max. THK. 1"x4"xt/8" CONT. ALUM. TUBE (6063–T6 ALLOY) W/ (3) 5/16"0 LAG SCREWS TO EACH RAFTER OR TRUSS. LOCATE LAG SCREWS AT MIDWIDTH OF EXISTING WOOD MEMBER, (2" Min. NOMINAL WIDTH) W/ 2" Min. PENETRATION OF THREADED AREA. VALID FOR INSTALLATIONS WITH 72 psf MAX. A.S.D. DESIGN LOAD AND 9'-0" MAX. SPAN. THIS INSTALLATION IS ONLY VALID FOR WOOD W/ MIN. SPECIFIC GRAVITY OF 0.50 AS DOUGLAS FIR OR SOUTHERN PINE No. 2, OR EQUAL. 2'"x6"' MIN. WOOD DECK REQUIRED (NO FINISH ALLOWED) —EDGE OF DECK IF APPLICABLE 1/4"0 F.H. TAPCON WITH EDGE _ — ADVANCED THREADFORM OF TECHNOLOGY DECK IF V W/ 1 1/2" Min. PENETRATION APPLICABLE 2" MIN. OF THREADED AREA MIDWIDTH OF WOOD PLATE. n. READIED AREA INTO WOOD DECK. .+•+tSEE..SCHEDULE ON SHEET 16) ♦ SEE LIMITATIONS OF USE OF (SEE SCHEDULE ON SHEET 16) �1p BLADE 1A ON SHEET 28 �X HV WALK—OVER INSTALLATION HV FLOOR INSTALLATION FLORIDA BUILDING CODE (High Velocity Hurricane Zor © 2017 TILTECO INC. (ENGINEERING) © 2017 EASTERN METAL SUPPLY, INC. No. 44167 "` SHLiTTEA—TECH, aa�c. MAXIMUM IMPACT HV1 HV2 ACCORDION SHUTTER 1 ` C C ® 1. C . BERTHA HV` Accordion Shutter System (ASSA # 26) iv. BLADE ii W/ nR W/O HV WINnnW HI ATTF ,G H v Pimp TfLLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 Phone (305)871-1530 . Fax : (305)871-1531 e–mail: t!Iteco®aoLcom EB -0006719 WALTER A. TFUT Jr. P. E. FLORIDA Lic. # 44167 7485 WEST 2 COURT HIALEAH, FL 33014 PH (305) 823-2323 FAX (305) 826-7979 "N DESCRIPTION I DATE Drown by: L.C. 1 OLD 15-155 07/28/1 DATE: o7/2s/1 2 DRAWING NO 17-111 3 4 5 cuccr 2"x4" MIN, WOOD STUDS. (AS APPLICABLE) FINISH +: \ EXISTING GLASS \ C R / `. / I / EQ /E EO\ y� MIN. SEPARATION MIN. SEPARATION ••. TO SCHEDULE N(SHEET 1 12 FOR BLADE (I)AND PLYWOOD. ON SHEET 28 FOR 12 FOR GLADEQAND BLADES Q & OR 14* END INSTALLATIONS n HV & 1A HV* BLADES INTO 2"x4" MIN WOOD STUDS 1/4"4 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY OW BUILDEX ANCHORS 0 6" O.C. W/ 1 1/2" MIN. THREADED PENETRATION INTO STUDS OR W/ MIN. 1/2" THREADED PENETRATION TO 1/2" CDX PLYWOOD IF NO STUDS EXIST. MIN. CDX PLYWOOD. MIN. #10x1/2" S.M.S. ®16 O.C. END CONNECTION DETAIL(!) EXISTING GLASS i-� M . MIN. SEPARATION STUDS TO GLASS (SFE SCHEDULE ON SHEET 12 FOR BLADE QAND ON SHEET 28 FOR BLADES (D & (N 1 T 1/4"4 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY IT4 BUILDEX ANCHORS W/ 1 1/2" MIN. THREADED PENETRATION INTO STUDS ® 12" O.C. 1/16"x3" MAX. (6063-T6) CONT - ALUM. CLOSER PLATE. (LOCATE AT EITHER SIDE OF®) #10x1/2" S.M.S. ®16 O.C. SEE DETAIL X FOR SIDE CONNECTION TO TRACKS OR ®* MIN. WOOD REQ'D. EXISTING GLASS y T T i/2" MIN. SEPARATION a,k TO GLASS (SEE SCHEDULE ON SHEET MIN. CDX 12 FOR BLADE ©AND PLYWOOD. ON SHEET 28 FOR BLADES Q1 & a m®. WALL FINISH SEE DETAIL X FOR S10E CONNECTION TO TRACKS 2"x4" MIN. WOOD STUDS REQ'D. ki END CONNECTION DETAIL ®END CONNECTION DETAIL 1/4"0 TAPCON WITH GLASS EXISTING ADVANCEDTHREADFORM TECHNOLOGYYITWLPN BUILDEX ) ANCHORS W/ 1 1/2" MIN. THREADED PENETRATION #10x1/2" S.M.S. WN. SEPARATION INTO STUDS ® 12" O.C. 016 O.C. TO GLASS (SEE 1/2" MIN. SCHEDULE ON SHEET 12 FOR BLADE QAND ON SHEET 28 FOR 5 1 STADES Q1 & g) TOR 1110(10.7411 IttMI� SEE DETAIL X FOR SIDE CONNECTION TO TRACKS 2'x4" MIN. WOOD STUBS. (AS APPLICABLE) EXISTING CLASS MI� AIIATION TO GLASS (SEE SCHEDULE ON SHEET 12 FOR BLPPE(1DAND ON SHEET 23 FOR BLADES D 81 rt .®m l°J`V 'lJmlJ`U` (pm ®•®mks.©m1s`OS END CONNECTION DETAIL 00 .A REQUIRED ONLY FOR SPANS GREATER THAN 12'-0" ♦ SEE LIMITATIONS OF USE OF BLADE 1A ON SHEET 28 OR®OR OR OR(3 OROR69 R,x x, cc�,L,'xx=.�:�".'.R iv ,: / 6 OR® 11 OR ©°"®m©`O7 w -WALL FINISH 2"x4"MIN. �W00D WALL�OR130R�OR 1� VIEW Y 10.Om©. ©m7�,1©m STUDS REO'D. FINISH PLAN DETAIL X END CONNECTION DETAIL10 T Cfiy DETAIL 12 FLORIDA BUILDING CODE High Velocity Hurricane Zone Q2017 TILTECO INC. (ENGINEERING) © 2017 EASTERN METAL SUPPLY, INC. MAXIMUM IMPACT HV1 HV2 .cJHLiTTE-TECH. INC. H �6 ACCORDION SHUTTER IS $F a T ES /► ®> LN C , BERTHA HV "' Accordion Shutter System a°`6 (ASSA # 26) -V. BLADE 1 W OR W/O H.V. WINDOW BLADE & H.V. BLADE 2 TICCIT TESTING & ENGINEERING COMPANY EV. N DESCRIPTION DATE Drawn by: L.C. 7485 WEST 2 COURT a„ /` �•. of 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 1 OLD 15-155 07/28/1 DATE: 07/28/17 (Q¢Qahs Phone : (305)871-1530 . Fax : (305)871-1531 r s®/sedlfli®�j9 a—mai tilteco®aol.com HIALEAHI FL 33014 3 DRAWING No WALTER A. muT 1Jr. P. E. PH (305) 823-2323 FAX (305) 826-7979 4 17-111 MIAMI—DADE COUNTY P.E. SEAL/SIGNATURE/DATE FLORIDA Lic. If 44167 5 SHEET6 in of 9R EXISTING GLASS / \ / `. 3 I / EQ Q\\ y� MIN. SEPARATION TO GLASS (SEE 1/2" MIN. CDX KS ::-'yt SCHEDULE ON SHEEP PLYWOOD. 12 FOR GLADEQAND 1/2 ON SHEET 28 FOR BLADES (D & IN + USE I. OR 2' MAX. (AS PPP11CfHLE)x2"x118"x0'-2' ALUMINUM CUP ANGLE (6W3 -T6 ALLOY) ATMIO(I�SSOFT/?IOR — S)I OIleo (2) VPCONS OR TAPCON WIrN ADVANCED THREADFORM TECHNOLOGY ITW eUILDEx ANCHORS TO WALL Ai I" O.G. (LOCCIE AT EITHER SIDE OF@) OR ®• ®♦ END CONNECTION DETAIL ®END CONNECTION DETAIL 1/4"0 TAPCON WITH GLASS EXISTING ADVANCEDTHREADFORM TECHNOLOGYYITWLPN BUILDEX ) ANCHORS W/ 1 1/2" MIN. THREADED PENETRATION #10x1/2" S.M.S. WN. SEPARATION INTO STUDS ® 12" O.C. 016 O.C. TO GLASS (SEE 1/2" MIN. SCHEDULE ON SHEET 12 FOR BLADE QAND ON SHEET 28 FOR 5 1 STADES Q1 & g) TOR 1110(10.7411 IttMI� SEE DETAIL X FOR SIDE CONNECTION TO TRACKS 2'x4" MIN. WOOD STUBS. (AS APPLICABLE) EXISTING CLASS MI� AIIATION TO GLASS (SEE SCHEDULE ON SHEET 12 FOR BLPPE(1DAND ON SHEET 23 FOR BLADES D 81 rt .®m l°J`V 'lJmlJ`U` (pm ®•®mks.©m1s`OS END CONNECTION DETAIL 00 .A REQUIRED ONLY FOR SPANS GREATER THAN 12'-0" ♦ SEE LIMITATIONS OF USE OF BLADE 1A ON SHEET 28 OR®OR OR OR(3 OROR69 R,x x, cc�,L,'xx=.�:�".'.R iv ,: / 6 OR® 11 OR ©°"®m©`O7 w -WALL FINISH 2"x4"MIN. �W00D WALL�OR130R�OR 1� VIEW Y 10.Om©. ©m7�,1©m STUDS REO'D. FINISH PLAN DETAIL X END CONNECTION DETAIL10 T Cfiy DETAIL 12 FLORIDA BUILDING CODE High Velocity Hurricane Zone Q2017 TILTECO INC. (ENGINEERING) © 2017 EASTERN METAL SUPPLY, INC. MAXIMUM IMPACT HV1 HV2 .cJHLiTTE-TECH. INC. H �6 ACCORDION SHUTTER IS $F a T ES /► ®> LN C , BERTHA HV "' Accordion Shutter System a°`6 (ASSA # 26) -V. BLADE 1 W OR W/O H.V. WINDOW BLADE & H.V. BLADE 2 TICCIT TESTING & ENGINEERING COMPANY EV. N DESCRIPTION DATE Drawn by: L.C. 7485 WEST 2 COURT a„ /` �•. of 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 1 OLD 15-155 07/28/1 DATE: 07/28/17 (Q¢Qahs Phone : (305)871-1530 . Fax : (305)871-1531 r s®/sedlfli®�j9 a—mai tilteco®aol.com HIALEAHI FL 33014 3 DRAWING No WALTER A. muT 1Jr. P. E. PH (305) 823-2323 FAX (305) 826-7979 4 17-111 MIAMI—DADE COUNTY P.E. SEAL/SIGNATURE/DATE FLORIDA Lic. If 44167 5 SHEET6 in of 9R SEE CON DET/ SHEI TYP. HEIG 10+15 OR 18+15 TYPICAL n HV BLADE SHUTTER ELEVATION N.T. S * NOTES ON HD LOCKS AND CENTERMATES: 1. MANDATORY CONDITION # 1: ONE3� H.D. LOCK SHALL BE USED FOR ANY SPAN AND INSTALLATION AT HEAVY DUTY SYMMETRICAL CENTERMATES, H.D, LOCK MAY BE USED AS A3t IOSID32OR 0 TSIDEAND TANY LOCK, ATTACHEN. D 34 30 HEAVY DUTY SYMMETRICAL CENTERMATES WITH (3) #8 x 3/8" LONG FLAT HEAD S.S. M.S. LOCKING RODS 35 ARE NOT MANDATORY, i.e. THEY ARE COMPLETELY OPTIONAL. 2. MANDATORY CONDITION # 2: LOCATION OF (�3 H.D. LOCK SHALL BE AS INDICATED ON SHUTTER ELEVATION, i.e., FOR SHUTTER SPANS UP TO 105". 34 H.D. LOCK MAY BE INSTALLED AT MID HEIGHT OF SHUTTER OR AT 12" 'ABOVE OR BELOW MID HEIGHT OF SHUTTER. FOR SHUTTER SPANS GREATER THAN 105", ® H.D. LOCK SHALL BE INSTALLED AT MID HEIGHT OF SHUTTER. ............ rea FLORIDA BUILDING CODE (High Velocity Hurricane Zc `a� •m°�®V� ' ya ©2017 TILTECO INC(ENGINEERING) W. ©2017 EASTERN METAL SUPPLY, INC. MAXIMUM IMPACT HV1 HV2 "° �f® 44167 SHUTTER TECH. INC. ACCORDION SHUTTER ' it V O INC. BERTHA HV `x Accordion Shutter System —/(q1�°/g�,� (ASSA # 26) N. BLADE 1 W OR W/O H.V. WINDOW BLADE & H.V. BEAD ar .tir fj,�t�c^fis i.Sb�iY•••f/" ..,.,�t�� EV. Na DESCRIPTION DATE Drawn by: L.C. {l ® (�.... `> vo TICCIT TESTING & ENGINEERING COMPANY 7485 WEST 2 COURT ww'?x :.+ s.6.SC.Y :.:fz9 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 1 OLD 15-155 07/28/1 DATE: 07/28/1 F@n.._.., �2 .att Phone : (305)871-1530 . Fox : (305)671-1531 HIALEAH, FL 33014 2 DRAWING No e—mail. 1Lcom 3 EB -0006719 WALTER A. TILUT Jr. P. E PH (305) 823-2323 FAX (305) 826-7979 4 1 7-11 1 FLORIDA Lic. # 44167 5 SHEET MIAMI-DADE COUNTY P.E. SEAL/SIGNATURE/DATE 6 21 OF 28 CONCRETE REQUIRED EXISTING GLASS RETE ANCHORS SCHEDULE ON - 26) MIN. SEPARATION II' TO GLASS I0 TEE SCHEDULE ON I SHEET 25) t 1/4"0-20x3/4" S.S. MACHINE SCREWS USING 1/4"-20 NUTS ® 6" O.C. ® HD WALL HEADER INSTALLATION EXISTING I j l GLASS MIN. SEPARATION I I I I I TO GLASS I (SEE SCHEDULE SHEET 25) Mln�t/ILLIPS x3/4" HEA PHILLIPS TRUSS HEAD � CONCRETE ANCHORS MACHINE SCREWS POURED CONCRETE (SEE SCHEDULE ON USING 1/4"-20 WALL REQ'D. SHEET 26) NUTS @ 6" O.C. EE HD WALL SILL INSTALLATION POURED CONCRETE ANCHORS CONCRETE (SEE SCHEDULE ON SHEET 26) REQUIRED I- ,r- EDGE OF MIN. SEPARATION SLAB IF E. D. APPLICABLE I I MINSEPARATION I m I I TS I O TO GLASS (SEE SCHEDULE ON �E (SEE SCHEDULE ON I SHEET 25) / Q SHEET 25) i EXISTING f 1 1 9 y l I GLASS i, ,i II Ii 15 b EXISTMG� fpmn GLASS l77- 7 -T71 1 1 _ EXISTING GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 25) ® HD CEILING INSTALLATION MIN. SEPARATION TO GLASS IEE SCHEDULE 0 SHEET 25) EXISTING GLASS I w I #14x3/4" HEX HEAD TEK SCREWS ® 3" O.C. OR 1/4"0-20 S.S. M.S. W/ NUT @ 3" O.C. u CONCRETE ANCHORS (SEE SCHEDULE ON n SHEET 26) POURED_ CONCRETE REQUIRED F� HD RAINGUARD INSTALLATION NOTE FOR COMBINATION OF SECTIONS: 1- SEE SHEET 21 FOR TYPICAL SHUTTER ASSEMBLY, * E. D. =EDGE DISTANCE _ 2- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. (SEE SPECIFICATIONS ON SHEET 26) INSTALLA t PODuCT CT'VISPut as conapI ens xqtic the manda By riu:r phi � iht'aml a m "Cu. ('e.nsG4 MIAMI—DADE COUNTY I P.E. EDGE OF SLAB IF APPLICABLE rte"^o"- FLAT HEAD CONCRETE ANCHORS CONCRETE REQUIRED (SEE SCHEDULE ON SHEET 26) ® HD TRENCH INSTALLATION EDGE OF -SLAB IF APPLICABLE EXISTING GLASS #14x3/4" HEX WASHER HEAD- TEK SCREWS a 6" O.C. ©+C EDGE OF SLAB IF APPLICABLE REQUIRED SCALE: © 2017 TILTECO INC. (ENGINEERING) IL ECOmc. l0 TILLIT TESTING & ENGINEERING COMPANY 11 E® 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 Phone : (305)871-1530 . Fax : (305)871-1531 e-mail: tilteco®aol.com EB -0006719 WALTER A. TILLIT Jr. P. E. TE FLORIDA Lia # 44167 MIN. SEPARATION TO GLASS ;EE SCHEDULE 0 SHEET 25) ALTERNATE ANCHOR LOCATION EDGE OF -SLAB IF APPLICABLE POURED ( E.D.- :ONCRETE REQUIRED FLAT HEAD CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 26) ® HD WALK -OVER INSTALLATION — O #14x3/4" HEX WASHER HEAD TEK SCREWS 6" O.C. CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 26) © HD FLOOR INSTALLATION FLORIDA BU SHUTTEN—�'EC1t, iarc. (ASSA # 26) 7485 WEST 2 COURT HIALEAH, FL 33014 PH (305) 823-2323 FAX (305) 826-7979 EDGE OF - SLAB IF APPLICABLE ING CODE (High Velocity Hurricane Zi © 2017 EASTERN METAL SUPPLY, INC. MAXIMUM IMPACT HV1 HV2 ACCORDION SHUTTER Nei OE5CRIPHON I DATE I Drawn by: L.C. 1 OLD 15-155 07/28/1 DATE: 07/28/17 2 DRAWING No 3 4 17-111 5 SHEET s 99 nC 9a OUT 2"x2"x1/8"x0'-2" (6063—T6 ALLOY) ALUM. ANGLE W/ (2) 1/4"6 TAPCON ANCHORS TO CONCRETE (TOP/BOTTOM) & (4) #14x1/2" S.M.S. TO TUBE AT EACH ANGLE. (TYR) IN] EXISTING GLASS O OR ® OR © +O OR _0(59 L — — #14 x 3/4" S.M.S. ® 12" O.C. OR ® OR© + O OR +0OR@+15 ( — ZOMM — — — — EXISTING GLASS \ MIN. SEPARATION TO GLASS I N C (SEE SCHEDULE ON SHEET 25) V A IE VARIES O U T 6 1/2" MAX. SLACK HVD—HDD P PRODIRCT �vfsm cm'0-�S -�:ffk tne F!6da Eiustdiag rem. f, jp CCep.s.Dice PdO ® 1 r Daic ma o * SEE NOTES ON LOCKING RODS3� & HD3� LOCKS ON SHEET 21 INSTALLATION (Z HV BLADE — — — — — — — _,C—EXISTING GLASS — — — — %5/8" * 35 * MIN. SEPARATION (O 4 (OPTIONAL) TO GLASS (4) H'V' (SEE SCHEDULE PINS (TYP.) I N 33 ON SHEET 25) (4) H.V. 6 1/2" PINS , P.) o ANCHORS 16" O.C. MIAMI—DADE COUNTY IP.E. SEAL/SIGNATU 31 OR 32 L!_ 31 OR 32� 31 oR 32 31 OR * f 4 HVB—HDB (QPTIQNALL)5HVC—HDC (OPTINAL) OUT SYMMETRICAL HD CENTERMATES SYMMETRICAL HD CENTERMATES WZ "� LOCK (INTERIOR) W/ 6 k LOCK (EXTERIOR OR OR // 19 OR 0 + 6OR®+ (5 3 2 2 POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED © 2017 TILTECO INC. (ENGINEERING) IE E C O INC. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305, MRGINIA GARDENS, FLORIDA 33166 Phone : (305)871-1530 . Fax : (305)871-1531 e—mail: tiltecocaoLcom EB -0006719 WALTER A. TILUT Jr. P. E. FLORIDA Jr. # 44167 HVE—HDE FLORIDA SHtiTTEA=TECH, iNc. (ASSA # 26) 7485 WEST 2 COURT HIALEAH, FL 33014 PH (305) 823-2323 FAX (305) 826-7979 _DING CODE (High Velocity Hurricane Zol © 2017 EASTERN METAL SUPPLY, INC. MAXIMUM IMPACT HV1 HV2 ACCORDION SHUTTER BERTHA HV ° Accordion Shutter System 11 11 W OR W11 H.V. WINDOW BLADE & N.V. BLADE C No DESCRIPTION DATE Drawn by: L.C. 1 OLD 15-155 07/28/1 DATE: 07/28/17 2 DRAWING No 3 a 17-111 5 C CCT POURED CONCRETE POURED CONCRETE POURED CONCRETE OR OR CONCRETE OR CONCRETE CONCRETE BLOCK WALL �- BLOCK WALL REQUIRED F REQUIRED BLOCK WALL REQUIRED EXISTING GLASS( EXISTING GLASS CONCRETE ANCHOR EXISTING GLASS ® 16" O.C. -( / 2" MIN. � J / EQ I I EQ MIN. SEPARATION MIN. SEPARATION 1/16"x3" MAX. MIN. SEPARATION / TO GLASS / TO GLASS TO GLASS (SEE SCHEDULE (6063-T6) CONT. (SEE SCHEDULE { (LOCATE AT ALUM. CLOSER (SEE SCHEDULE *FOR ON SHEET 25) 1/2" EITHER SIDE 6 ON SHEET 25) pIATE. (LOCATE 1/2..ON SHEET 25) T_OF 5O) AT EITHER SIDE MIN. I1/2" MIN. OF®) ♦USE 1" OR 2" MAX.14x1/2" S. M.S #14x1/2" S.M.1 - — - (AS APPLICABLE)x2"xi/8"x0'-Z"16" O.C. - ® 16' O.C. ' ALUMINUM CLIP ANGLE (6063-T6 ALLOY) AT MIDHEIGHT 4 \ (1) #14x1/2" S.M.S. TO®& 5,(2)1/4"0 TAPCONS ANCHORS TO \ / SEE DETAIL WALL AT i" O.C. (LOCATE AT /n1SIDE CONNEITHER SIDE OF 4 LOOROORO OOR 10+15OR 10+0 END CONNECTION DETAIL 1� POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED EXISTING GLASS �MI�A�TION TO GLASS (SEE SCHEDULE ON SHEET 25) SEE DETAIL X FOR © TO TRACKS O) v SIDE CONNECTION i SEE DETAIL X FOR TO TRACKS 6 + % OR H OR 1 + 5 OR SIDE CONNECTION 4 6 +OOR®OR�+ 15 OR O O O O TO TRACKS ©+OOR®OR�+ 15 @+ 15 10 + 0 (0+0 END CONNECTION DETAIL(g) END CONNECTION DETAIL (3) END CONNECTION DETAIL ♦ REQUIRED ONLY FOR SPANS GREATER THAN POURED CONCRETE OR POURED CONCRETE OR CONCRETE BLOCK WALL CONCRETE BLOCK WALL REQUIRED / EXISTING GLASS REQUIRED EXISTING GLASS / 0 #14 /2" S.M.S. — — — — — MIN. SEPARATION Y ® 6" D.C. TO GLASS (SEE SCHEDULE MIN. SEPARATION CONCRETE 1/2" MIN. ON SHEET 25) 42 TO GLASS ANCHOR )NCRETE (SEE ON SSCHEDULE 12" O.C. ANCHORHEET r i O.C.-- El_ C. _ - -- 1/2" MIN. 2" �1 rI I OR ® OR 1 !O 1 + (2)OR 10+150R0+15 END CONNECTION DETAIL 0 FiZOA` UC S" F EV'IS ED `a3t%<x�i2YM i`h5fi" MIAMI—DADE COUNTY 2" P.E. SEAL/SIGNA 10+15 OR 10+15 )N DETAIL © 2017 TILTECO INC. (ENGINEERING) * IL ECOlNc° zc OR OR I5 PLAN 4 OOR®OROS 2 DETAIL X VIEW Y END INSTALLATION n HV BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 Phone : (305)871-1530 . Fax : (305)871-1531 e—mail: tilteco®aol.com EB -0006719 WALTER A. TILLIT Jr. P. E. FLORIDA Lia If 44167 SHUTTER -TECH, mc. (ASSA # 26) 7485 WEST 2 COURT HIALEAH, FL 33014 BUILDING CODE (High Velocity Hurricane Zone © 2017 EASTERN METAL SUPPLY, INC. MAXIMUM IMPACT HV1 HV2 ACCORDION SHUTTER PH (305) 823-2323 FAX (305) 826-7979 EV. N.1 DESCRIPTION I DATE I Drawn by: L.C. I OLD 15-155 07/26/1 DATE: 07/28/17 3 DRAWING No 3 4 17-111 5 cu «r MAXIMUM SHUTTER SPAN "L+" OR "L—" (ft.) * INSTALLATIONS W/ SYMMETRICAL HD CEN ERMATES 31 OR 33, W/ ONE HD 34 LOCK & NO LOCKING RODS 35 MAXIMUM A.S.D. DESIGN LOAD (p.s.f.) (+ OR -) POURED CONCRETE INSTALLATIONS _ ALL MOUNTING CONDITIONS L + (ft) L - (ft) 0 OR LESS 15'-5" WALL 35 14'-10" TILLIT TESTING & ENGINEERING COMPANY 40 14'-4" 17'-10" 45 13'-11" 17'-6" 50 13'-6" 17'-0" 55 13'-3" 16'-10" 60 12'-11" 16'-2" 65 12.-8" 15'-6.. 70 12'-6" 14'-11" 75 12'-3" 14'-5" 80 12,-0" 14,-0" 85 11'-10" 13'-7" 90 11,_6• 13'-2" 95 11'-3" 17-10" 100 10'-6" 12'-6" 105 10'-0" 12'-2" 110 91-61, 11' 11" 115 9'-1" 11'-8" 120 8'-9" 11'-5" 125 - 11"-2" 130 - 10'-11" 135 - 10'-9" 140 - 10'-6" 145 - 10'-4" 150 - 10,_2" 155 - 10'-0" 160 - 9'-10" 165 - g'_g^ 170 - 75 - 9'-5" 80 - 9,-4„ 90 - W-0" 195 - 8'_g•' PROC,liCT s E4r1SED a crani 1pri .v; ch=. d';Oieas� Yp;i .:iizG C,.j, : Ali 4A. 1 MIAMI—DADE COUNTY IP.E. S * NOTES: (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSITIVE A.S.D. DESIGN LOAD. L-: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE A.S.D DESIGN LOAD. (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL MOUNTINGS OR FLOOR/CEILING: GIVEN A POSITIVE A.S.D. DESIGN LOAD, DETERMINE MAXIMUM SPAN "L+" FROM SCHEDULE. GIVEN A NEGATIVE A.S.D. DESIGN LOAD, DETERMINE MAXIMUM SPAN "L-" FROM SCHEDULE. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM DETERMINED SPAN BETWEEN "L+" AND 1- (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN WALL W/ FLOOR/CEILING MOUNTINGS: FOR A GIVEN POSITIVE A.S.D. DESIGN LOAD: DETERMINE: L1+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2+= MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE A.S.D. DESIGN LOAD: DETERMINE: Li- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2-= MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS, FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN "Lt+", "L2+", "Lt-" AND 12-" (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND MAXIMUM A.S.D. DESIGN LOAD TO DETERMINE MAXIMUM ANCHOR SPACING. (2� HV BLADE ONLY eGR A. T/v 4 I @2017 TILTEGO INC. (ENGINEERING) 44167 SUBSTRATE POURED CONCRETE MOUNTfNGS (SHEET 22) WALL (� IQ�r'•'Lbe� $$® TILLIT TESTING & ENGINEERING COMPANY ...... .•'• �� `$` Z 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 MOUNTING Phone : (305)871-1530 . Fox : (305)871-1531 gBk 0#1 e-mail: tilteea®aol.com EB -0006719 WALTER A. TILLIT Jr. P. E. 'SIGNATURE/DATE FLORIDA Lic. # 44167 ♦ SEPARATION TO GLASS REQUIREMENTS MINIMUM SEPARATION TO GLASS FOR SHUTTERS INSTALLED AT ALL ELEVATIONS OF BUILDING IS 3". INSTALLATION LEGEND SUBSTRATE POURED CONCRETE MOUNTfNGS (SHEET 22) WALL MOUNTING AA & EE FLOOR/CEILING BB, CC, DD, MOUNTING FF & GG FLORIDA B SHUTTER -TECH. ixc. (ASSA # 26) 7485 WEST 2 COURT HIALEAH, FL 33014 PH (305) 823-2323 FAX (305) 826-7979 UILDING CODE (High Velocity Hurricane Zone © 2017 EASTERN METAL SUPPLY, INC. MAXIMUM IMPACT HV1 HV2 ACCORDION SHUTTER tv. No DESCRIPTION PIDATT n by: L.C. 1 OLD 15-155 E: 07/28/17 3RAWING No 4 7-111 5 �� ANCHORS SPACING ENO MAXIMUM ANCHOR* SPACING (in.) SCHEDULE FOR A GIVEN TAPCON ©2017 TILTECO INC. (ENGINEERING) MAX. SHUTTER SPAN, MAXIMUM A.S.D. DESIGN LOAD AND A 5116..rAPCON xL iS�Mut'TRE"' rb, °" ho " a °teFa`" ®° ® G �l0.44167 CORRESPONDING MOUNTING TYPE MAXIMUM IMPACT HV1 HV2 Ruigvs'.ng'C9'de FOR CONCRETE INSTALLATIONS /117LE ACCORDION SHUTTER BERTHA HV r. Accordion Shutter System POURED CONCRETE MAXIMUM ALL MOUNTINGS AA THRU GG (SHEET 22) SPAN BLADE 1 W OR W/O H.V. WINDOW BLADE & H.V. BLADE 2 TILLIT �' No DESCRIPTION DATE Drawn b : L.C. (ft) 4 • �0 iD ��°,m°° TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 USE MAXIMUM VALUES BETWEEN POSITVE AND NEGATIVE A.S.D. LOADS DATE: 07/28/17 50 OR LESS >50 TO 90 >90 TO 120 >120 TO 160 >160 TO 195 8'-9" DRAWING NO 8„ Phare : (305)871-1530 . Fax : (305)871-1531 4 1/2" 3 1/2 — If'lllll/®/S@l804 a ma1.com ES-0006719 17-111 4 WALTER A. TILUT Jr. P. E. PH (305) 823-2323 FAX (305) 826-7979 OR LESS P.E. SEAL/SIGNATURE/DATE FLORIDA Uc. # 44167 5 SHEET 6 12" 8" 6" 4" 3 3/4" >8'-9" 6„ 3 1/2„ 3" UP TO 10" 6" 4" 4" — >12'-1" 4" 3 1/2" — — — UP TO 18'-0" 7 1/2" 5 1/2" 4„ — — } NOTE: + VAUD ONLY FOR UP TO 10'-0" SPAN *SPECIFICATIONS ON ANCHOR REQUIREMENTS: POURED CONCRETE SUBSTRATE (A) ANCHORS TO WALL SHALL BE AS FOLLOWS: A.1) TO EXISTING POURED CONCRETE: (Min. Vc = 3192 psi) — 1/4"0 TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. BUILDER. MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON IS 1 3/4". A2) TO EXISTING POURED CONCRETE: (Min. f'c = 2899 psi) — 5/16"0 TAPCON XL ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX. MINIMUM EMBEDMENT INTO POURED CONCRETE OF 5/16" TAPCON XL ANCHORS IS 2 1/4". A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTE A.1) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS CONSULT THIS ENGINEER. (8) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. (C) SEE BELOW FOR MINIMUM REQUIRED EDGE DISTANCE FOR ANCHORS. MINIMUM REQUIRED EDGE DISTANCE FOR ANCHORS MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3" EDGE DISTANCE FOR 1/4"0 TAPCON AND 3 5/8" EDGE DISTANCE FOR 5/16"0 TAPCON XL. HV BLADE ONLY e FLORIDA BUILDING CODE High VelocityHurricane Zone C °$ °`•�`/�4• t�7 7YSL+'., ~e ©2017 TILTECO INC. (ENGINEERING) c 2017 EASTERN METAL SUPPLY, INC. iS�Mut'TRE"' rb, °" ho " a °teFa`" ®° ® G �l0.44167 SHUTTER=TECH. trrc. MAXIMUM IMPACT HV1 HV2 Ruigvs'.ng'C9'de m /117LE ACCORDION SHUTTER BERTHA HV r. Accordion Shutter System t�^1 (`}� r�:cce;"""�' Pdc f.-!`-° C O I N C. �^ • @ q+` ®� ' (ASSA # 26)J.V. BLADE 1 W OR W/O H.V. WINDOW BLADE & H.V. BLADE 2 TILLIT �' No DESCRIPTION DATE Drawn b : L.C. B 4 • �0 iD ��°,m°° TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 7465 WEST 2 COURT 1 OLD 15-155 7/281 DATE: 07/28/17 i ^��'�`ffi 2 DRAWING NO Phare : (305)871-1530 . Fax : (305)871-1531 HALEAH, FL 33014 3 If'lllll/®/S@l804 a ma1.com ES-0006719 17-111 4 WALTER A. TILUT Jr. P. E. PH (305) 823-2323 FAX (305) 826-7979 MIAMI—DADE COUNTY P.E. SEAL/SIGNATURE/DATE FLORIDA Uc. # 44167 5 SHEET 6 26 OF 28 I 12" MIN. CLEARANCE 2 7/8" MIN. CLEAR SEPARATION BETWEEN BLADE OPENINGS - I 12" MIN. CLEARANCE TO BLADE BOTTOM EDGE .1875 --------- --T-I------------- i .0625" EXTERIOR 1 A SECTION X—X HV WINDOW BLADE SCALE: 1" = 1" 44 HV WINDON + 5 ON C f 2 1/4" CLEAR BETWEEN TABS 1875" .0625 47- 0625" TERR —1 L-.0625" SECTION Y—Y SCALE: I" = 1 " (SCALE: 3/8"=1" 625 EXTERIOR ELEVATION SCALE: 1 " = 1 " 0625" POLYCARBONATE IMPACT RESISTANT HV WINDOW BAYER MAKROLON 3103 POLYCARBONATE RESINS, UV—STABILIZED GRADE OR SABIC INNOVATIVE PLASTIC LEXAN 103 RESIN (SEE NOTE "F" ON SHEET 28). POLYCARBONATE SOURCES FOR 44 TO BLADE TOP APPLICABLE EDGE BLADE'S STANDARD KNUCKLE GEQEQ (TYP) REFERENCE MATERIAL / SCIENCE PusnC Drawn by: L.C. 1 OLD 15-155 07/28/1 LLC."ROLON 3103 FLAT PORTION EHYSICAL OF BLADE 2 7/8" MIN. CLEAR SEPARATION BETWEEN BLADE OPENINGS - I 12" MIN. CLEARANCE TO BLADE BOTTOM EDGE .1875 --------- --T-I------------- i .0625" EXTERIOR 1 A SECTION X—X HV WINDOW BLADE SCALE: 1" = 1" 44 HV WINDON + 5 ON C f 2 1/4" CLEAR BETWEEN TABS 1875" .0625 47- 0625" TERR —1 L-.0625" SECTION Y—Y SCALE: I" = 1 " (SCALE: 3/8"=1" 625 EXTERIOR ELEVATION SCALE: 1 " = 1 " 0625" POLYCARBONATE IMPACT RESISTANT HV WINDOW BAYER MAKROLON 3103 POLYCARBONATE RESINS, UV—STABILIZED GRADE OR SABIC INNOVATIVE PLASTIC LEXAN 103 RESIN (SEE NOTE "F" ON SHEET 28). POLYCARBONATE SOURCES FOR 44 - MP"y "�` ens 0 V (fY(�q APPLICABLE RESULT TYPICAL PROPERTIES STANDARD SAYER SADIC INNOW➢VE MAXIMUM IMPACT HV1 HV2 ACCORDION SHUTTER REFERENCE MATERIAL / SCIENCE PusnC Drawn by: L.C. 1 OLD 15-155 07/28/1 LLC."ROLON 3103 LE%Nl 103 RESIN EHYSICAL 2 DRAWING NO 17-111 3 SPECIFIC GRAVITY ASTM D792 0.043 Ib/in' 0.043 Ib/in' MECHANICAL: TENSILE YIELD STRENGTH ASTM D638 9,400 P.S.i. 9,500 P.s.i. FLEXURAL STRENGTH AT YIELD ASTM D790 12,500 p.s.i. 13,400 P.s.i. FLEXURAL MODULUS ASTM D790 340,000 P.s.i. 345,000 p.s.i. IMPACT: NOTCHED IZOD ASTM D256 18 FT-Ib/in 17 FT-Ib/in FIRE BURNING CHARACTERISTICS' SMOKE DENSITY ASTM D2843 47.2 % 64.5 % MAX RATE OF BURNING ASTM D635 C-1 CLASS C-1 CLASS SELF IGNITION ASTM D1929 1040 'F 980 'F WEATHERING: ASTM G155 TENSILE STRENGTH AFTER WEATHERING ASTM 638 9302 p.s.i. 8840 p.s.i. TENSILE STRESS BEFORE WEATHERING ASTM 638 8461 P.s.i. 8880 p.S.i. TYPICAL HV WINDOW BLADE (14 AND POLY-ARBONATE HV WINDOW DETAIL - MP"y "�` ens 0 V (fY(�q - �A F, a' e °tby�V�W % �� C - m �` 4 _ ae _ �•/��°7°•�Cp(� ®'e V R,®°°° ®@, °:_ °... © 2017 TILTECO INC. (ENGINEERING) F"WFNIUA DUILUIPIV SHUTTER TECH, ixc. (ASSA # 26)J.V. 7185 WEST 2 COURT HIALEAH, FL 33014 PH (305) 823-2323 FAX (305) 826-7979 %,VUt (nigh Velocity Hurricane Lone © 2017 EASTERN METAL SUPPLY, INC. c ' ` C ® N C . MAXIMUM IMPACT HV1 HV2 ACCORDION SHUTTER BERTHA HV "' Accordion Shutter System BLADE 1 W OR W 0 H.V. WINDOW BLADE & H.V. BLADE 2 TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 Phone : (305)871-1530 . Fax : (305)871-1531 a -mail: -0006®19 Lcom WALTER A. TILLIT Jr. P. E. FLORIDA Lic. N 44167 EV. No DESCRIPTION DATE Drawn by: L.C. 1 OLD 15-155 07/28/1 DATE: 07/28/17 MIAMI-DADE COUNTY _ $ ONAL 11011io P.E. SEAL/SIGNATURE/DATE 2 DRAWING NO 17-111 3 4 5 SHEET 27 OF 28 6 n MAX. ALLO' WIND SEE CONP DETAI SHEE FULL ELEVATION MIN. SEPARATION TO Gess EXISTING GLASS SEE SCHEDULE ON SHEET 12 FOR BLADE(j) — AND ON SHEET 28 FOR BLADES Q7 &1@ Typ (� \ 16 OR Qo 5 1 �\ 21 TYP. MMETRIICALL CEND WO TERMATES / 21 2� 4RA 53 (SEE NOTE 4 ABOVE) Ss ?zY9",�'e"}.?f�SFb Nia>4 �"gt6 C1flRix3 MIAMI—DADE COUNTY \` PLAN o. 44167 rm, P.E. SEAL/SIGNATU © 2017 TILTECO INC. (ENGINEERING) SHUTTER -TECH, mc° L E C O I N C. (ASSA # 26) * GENERAL LIMITATIONS AND CONDITIONS OF USE FOR BERTHA HV BLADE ACCID faMM WORKING IN UNISON WITH BY N & 1. MAX. A.S.D. DESIGN PRESSURE RATING: +110, — 110 p.s.f. 2. MAX. SHUTTER SPAN: 96". 3. ALLOWED MOUNTINGS: A, D, G & H ON SHEETS 6, 7; AS WELL AS MOUNnNIGSS M, O, T, U & W ON SHEETS 18 & 19. 2 U�(35)ED IN BE MMErR C LOORY A POSIN EXTERIOR LOUT. IN CASE E ALLOWED OF WITHOPPOSING CENTERIMA`ifE. 5. (A) HV WINDOW BLADE 1A SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS (3"0 HOLES) FOR 44 PER BLADE AT SPACINGS SHOWN ON SHEET 27. (B) MIN. CLEARANCE FROM TOP OR BOTTOM EDGE OF HV WINDOW BLADE 1A OF ANY 3"0 HOLE FOR ® SHALL BE 12". (C) FIRST OR LAST BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV WINDOW BLADE 3 (D) HV WINDOW BLADE1� MUST BE USED ALTERNATE TO A SOLID HV BLADE 1O THROUGHOUT SHUTTERS WIDTH. (E) CENTERMATES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID HV BLADE(DAT EITHER SIDE OF THEM. (F) POLYCARBONATE HV WINDOW 44 SHALL BE INSTALLED SO TH T TABS FACE THE INTERIOR OF THE OPENING B NG PROTECTED. HV WINDOW 44 MUST BE ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROVID D BY ASSA, INC. 6. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS ON SHEET 16, AS LIMITED BY SPAN AND DESIGN LOAD (SEE NOTES 1 & 2 ABOVE). 7. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 13 & 14 AS LIMITED BY SPAN AND DESIGN LOAD (SEE NOTES 1 & 2 ABOVE). 8. MINIMUM SEPARATION TO GLASS SCHEDULE: SHUTTER SPAN MINIMUM SEPARATION TO GLASS 96" Max. 5" / 21 �\ (aurnve oxa�i Jam \ 24- TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th, St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 Phone : (305)871-1530 . Fax : (305)871-1531 e—mail: tilteco®aol.com EB -0006719 WALTER A. TILUT Jr. P. E. FLORIDA U.. # 44167 7485 WEST 2 COURT HIALEAH, FL 33014 PH (305) 823-2323 FAX (305) 826-7979 ING CODE (High Velocity Hurricane Z( © 2017 EASTERN METAL SUPPLY, INC. I MAXIMUM IMPACT HV7 HV2 I ACCORDION SHUTTER EV. No DESCRIPTION DATE I Drawn by: L.C. I OLD 15-155 07/28/1 DATE: 07/28/17 2 DRAWING No 17-111 5 CHFFT REQUIRED MINIMUM 6'k 1 1/2"x 0.035" THICK Min. ASTM A-653 GRADE 40 Min. G-60 GALV. STEEL METAL STUDS AT 16" O.C. VARIES ?" Max. L. ® 6" O.C.4V 41 1/2 .475" �w w REWIRED MINIMUM 1 Min. 43a 1 3/4"x 6 1/4"x 0.035" THICK Min. i4_, ® 6" O.C. CONT. GALV. STEEL TRACK CHANNEL,, ASTM A-653 GRADE 40 Min. G-60 I ® 6" O.C. GALVANIZED FASTENED TO STUDS I EXISTING FINISH W/ (2) #6x1/2" TEK SCREWS ON I AS APPLICABLE INTERIOR & EXTERIOR FACE EXISTING GLASS —1 MIN. SEPARATION ,- TO GLASS (SEE SCHEDULE) EXISTING FINISH AS APPLICABLE REQUIRED MINIMUM I 1 3/4"x 6 1/4"x 0.035' THICK Mini CONT. GALV. STEEL TRACK CHANNEL, I 43c 430 ASTM A-653 GRADE 40 Min. G-60 I GALVANIZED FASTENED TO STUDS 1 ® 6" O.C. ® 6" O.C. W/ (2) #6x1/2" TEK SCREWS ON INTERIOR & EXTERIOR FACE 1 Min. _ w w INTO METAL STUD WALLS * GENERAL LIMITATIONS AND CONDITIONS OF USE FOR BERTHA n HV BLADE ACCORDION SHUTTER SYSTEM INSTALLATION TO METAL STUD WALLS 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, — 75 P.S.f. 2. MAX. SHUTTER SPAN: 84" 3. ALLOWED MOUNTING: MS ON THIS SHEET. 4. ONLYNTERMATE 21 W/ 24 HV LOCK ARE ALLOWED WITH 21 ARR GED N A S METRICAL LAYOUT. WITH 9 USE OF (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE INCLUDED AT EXTERIOR OR INTERIOR ACCESS SIDE OF CENTERMATE. ** BLADE SLACK DETAIL HIVE IS VALID FOR CENTERMATE 21 APPLICATION WITH BLADE 1� �� -1 2.000” Max.l- 0.� ((-I-31-083" � �II @500. 43a 1/4"e NOMINAL ALUMINUM SLEEVE 6063—T5 ALLOY SEPARATION TO GLASS SCHEDULE 3.000" Max. N 43c LENGTH + i" 43 1 /4`*0-20X3" BOLT MUST PENETRATE 43c 373' � .250" -- .050" � MT- �O 20 THREADS 43c 1 /4"0. 1 CONSTRUCTION PRODUCTS FAB—LOK HD REQUIRED MINIMUM ,�.:.�R«s:,' 0.035' MINIMUM MAX. SHUTTER SPAN L (in) SEPARATION TO GLASS 84" OR 3 1/4 LESS �. MS WALL HEADER/SILL INSTALLATION 3.000" Max. N 43c LENGTH + i" 43 1 /4`*0-20X3" BOLT MUST PENETRATE 43c 373' � .250" -- .050" � MT- �O 20 THREADS 43c 1 /4"0. 1 CONSTRUCTION PRODUCTS FAB—LOK HD REQUIRED MINIMUM ,�.:.�R«s:,' 0.035' -- 6� O.C. COMPONENTS 6"x 1 1/2"x THICK Min. ASTM A-653 GRADE 40 Min. G-60 GALV. STEEL I:;:.':<:�:. �. MS WALL HEADER/SILL INSTALLATION EXISTING FINISH AS APPLICABLE SCALE: 3/8"= 1" METAL STUDS AT 16" O.C. (TYP. TOP &BOTTOM) A _ — — — _ _ — 1 3/4"x 6 1/4"x 0.035" THICK Min. C ONT. GALV. STEEL TRACK CHANNEL, EXISTING GLASS - - - ASTM A-653 GRADE 40 Min. G-60 ______ _______________._-._.-. ,-__.___ ____ _ ___ - .. _____ ___ ____ _— ___ __ _____ GA A I\.: '.I I'.:'.':i. .::....: ... ... .. :•. ::.:.:..'�:1 t:.. •....'z :...,., :..I I'. :':I I SYMMETRYCAL ... ':._a •., , .• SYMMETRYCAL I. ": I I I I W/ (2) #6x1/2" TEK SCREWS .' .... .. 43o 43b 43c :.... _,-.:.. ::'CENTER MIN. SEPARATION vAR 2" Es I I INTERIOR & EXTERIOR FAGS .. h.,;`.:.I , ,.; I'•` .,.. . . .�`.::',._':..... ., .. ,,;.: :".,,I L.... , I.:.•: .. .. .. ,:_ :..'::_':.;, I NTERMATES W/ ..:I CEI i': �:':I ..... `: I I:" E W I C ".' I I:_ _ ;. TO GLASS (SEE SCHEDULE) Max. 4 :I I...:`:..''.::` .'t.::i;..::.r '.`";;`.':;;;';:`:. I Ir';:.'•:.`: <: -: .:1 11: ..,:'I I INTERIOR ACCESS SIDE : . .........:... .`..: '.. ..:I I ,.:.EXTERIOR ACCESS SIDE :.I I..: :.�.;. .. 6" (TYP.) ------- ------ - --------------=------------- - ------ ---- MIN. SEPARATION TO GLASS I N W/ INSIDE LOCK (SEE SDEDULE) ---------- ---- --- -- - ------ 3 MIN. SEPARATION TO GLASS (6" Mini W/ OUTSIDE LOCK (SEE SCHEDULE) --- -- - I N ----- - - 4 --------------- 1 12 I C 6 " Min. 3 1/4„ (TYP)--1 3J ( ) 24 7" 6 1/2" MAX. SLACK ** (cont.) HVA HV, �,�A• 1/t `.. HVC BLADE SLACK DETAIL HVF FLORIDA '`��°i •`y �� •.• "4 © 2017 TILTECO INC. (ENGINEERING) -rte r T R _. vis ED 'A V ttf s'a�a� No. 44167 °; m/IT SHUTTER-TECH, INC. �.y >ara.z.Ftx \ I-D`q-6..1� `av `"`- ''""�=�--�`-.�ry a L C O INC. (ASSA /� 26) ./i `� '(,�'.,%R Dr.,lcv�, ,•'�' ® TICCIT TESTING & ENGINEERING COMPANY 7485 WEST 2 COURT i'.'.e:is?",,, t;�"j-�";'y„(, �, da, ••t•T•'1•�• q `® 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS. FLORIDA 33166 S 9 Phone : (305)871-1530 . Fax : (305)871-1531 HIALEAH, FL 33014 ^.e.. ••NAI. ..404 a -malt: tilteco®aol.com LOCATED AT 1 2 HV HEADER/SILL ENDS VIEW Y SIDE CONNECTION TO TRACK BUILDING CODE High Velocity Hurricane Zon © 2017 EASTERN METAL SUPPLY, INC. MAXIMUM IMPACT HV1 HV2 ACCORDION SHUTTER r""....®/®IdBPn` WALTER A. TILUI Jr. P. E. PH (305) 823-2323 FAX (305) 826-7979 FLORIDA Lic. # 44167 MIAMI—DADE COUNTY P.E. SEAL/SIGNATURE/DATE N DESCRIPTION DATE Drawn by: L.C. I OLD 15-155 07/28/1 DATE: 07/28/1 2 DRAWING No 17-111 5 SHEET 6 28A OF 28