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WS-16-1281 (2) t ,� rf►. FLORIDA BUILDING CODE 2014-ASCEISEI 7-10:WIND LOAD TABLES-170,175 mph Enclosed Building with mean roof height less than or equal than 60 Feet EXPOSURE C AND D -LOAD FACTOR:0.6 INCLUDED WIND PRESSURES IN PSF WIND PRESSURES IN PSF 170 MPH VELOCITY-EXPOSURE C 170 MPH VELOCITY-EXPOSURE D Building Roof Slope less than Roof Slope greater Building Roof Slope less than Roof Slope greater Height 10 degrees than 10 degrees Height 10 degrees than 10 degrees Positive Negative Positive Negative Positive Negative Positive Negative z4&z5 z4 z5 z4&z5 z4 z5 z4&z5 z4 z5 z4&z5 z4 z5 0-15 34.6 37.5 46.1 37.8 41.0 50.6 0-15 1 42.0 45.5 56.0 45.9 49.8 61A 16-20 36.8 39.8 49.0 40.2 43.6 53.8 16-20 44.2 47.8 58.9 48.2 52.3 64.6 21-30 40.0 43.4 53.4 43.7 47.4 58.6 21-30 47.4 51.3 63.1 51.7 56.1 69.3 31-40 42.5 46.1 56.7 46.5 50A 62.2 31-40 49.8 54.0 66.4 54.4 59.0 72.8 41-50 44.6 1 48.3 1 59.4 48.7 52.8 65.2 41-50 51.8 1 56.1 1 69.0 56.6 61.3 75.7 51-60 46.3 1 50.2 1 61.8 50.6 54.9 67.8 51-60 53.4 1 57.8 1 71.2 58.4 63.3 78.2 LOCATION BROWARD COUNTY, PALM BEACH AND OTHER LOCATION BROWARD COUNTY,PALM BEACH AND OTHER EXAMPLE COUNTIES EXAMPLE COUNTIES WIND PRESSURES IN PSF WIND PRESSURES IN PSF 175 MPH VELOCITY-EXPOSURE C 175 MPH VELOCITY-EXPOSURE D Building Roof Slope less than Roof Slope greater Building Roof Slope less than Roof Slope greater Height 10 degrees than 10 degrees Height 10 degrees than 10 clegrees Positive Negative Positive Negative Positive Negative Positive Negative a4&z5 z4 z5 z4&z5 z4 4 z4&z5 z4 z5 z4&z5 z4 z5 0-15 36.7 39.7 48.9 40.1 43.4 3.6 0-15 44.5 48.2 59.3 48.6 52.8 65.1 39.0 42.2 51.9 57.0 16-20 46.8 50.7 62.4 51.1 55.4 68.5 21-30 42.4 46.0 56.6 46.3 50.2 62.1 21-30 50.2 54.4 66.9 54.8 59.4 73.4 31-40 45.1 48.8 60.1 49.2 53.4 65.9 31-40 52.8 57.2 70.4 57.6 62.5 77.1 41-50 47.2 51.2 63.0 1 51.6 1 56.0 69.1 41-50 54.9 1 59.4 1 73.1 60.0 65.0 80.2 51-60 49.1 53.2 58.2 71.8 51-60 56.6 1 61.3 1 75.5 61.9 67.1 82.9 LOCATION IAMI-DADS COUNTY LOCATION MIAMI-DADE COUNTY EXAMPLE EXAMPLE GENERAL NOTES: 1-THESE TABLES ARE APPLICABLE ONLY TO CALCULATE THE WINDLOAD FOWOMPONENTS AND CLADDING(HURRICANE SHUTTERS.WINDOWS AND DOORS)APPLICABLE TO A SPECIFIC PROJECT.THE CONTRACTOR MUST PROPERLY SELECT THE DESIGN PRESSURE ACCORDINGLY WITH THE EXISTING CONDITION AND THIS INFORMATION BE VERIFIED BY THE CITY AUTHORITIES. 2-PLEASE,NOTE THAT A SPECIFIC PROJECT CONDITION IS NOT ANALYZED OR CERTIFIED BY THIS ENGINEER. THE SIGNATURE AND SEAL INDICATED ON THIS DRAWING IS ONLY APPLICABLE TO THE GENERIC WINDLOAD CHART BASED ON ASCE 7-10 PUBLICATION. 3-DO NOT USE THIS SHEET IF THE SITE CONDITION IS NOT COVERED BY THE TABLES OR A SITE SPECIFIC EVALUATION IS REQUIRED BY THE CITY OFFICIALS. 4-EXPOSURE B(Section 26.7.3)-Urban,suburban and wooded areas and otherterrain with numerous closely spaced obstruction hiMng the size of single family dwellings.For building-30ft exposure B prevails in the upwind direction for a distance greater than 1500 R For building>Wit exposure B prevails in the upwind direction for a distance greater than 2600 It or 20 times the building height,wichever is greater.Based on the FBC-HVHZ,use Exposure C when building is located in Exposure B 5-EXPOSURE C(Section 26.7.3)-Open terrain with scattered obstructions with heights less than 30',open countryand grasslands.Exposure C will apply when exposure D and B do not apply. 6-EXPOSURE D(Section 26.7.3)-FIat,unobstructed areas and water surfaces prevails in the upwind direction for a distance greater than 5000 it or 20 times the building height,whichever is greater 7-BUILDING CONSIDERED ENCLOSED-All glazing shall be impact resistant glazing or protected with an Impact resistant covering. 8-ULTIMATE WIND SPEED-V=170 MPH,175 MPH 9-TOPOGRAPHIC FACTOR Kzt=1-(FLAT TERRAIN 10-DIRECTIONALITY FACTOR Kd=.85(Wind Directionality Factor) 11-TRIBUTARY AREA:10 SQF 12-EDGE STRIP(a):The smaller of 10%of the least horizontal dimension or 40%of the Mean roof height,but not less than the larger of %of the least horizontal dimension or 3 R •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• E N G C O,Inc. i^ Englnearing sanAces-CA 8116 r ••• •i• 17%?flourIftoad-yn41090T,•• Z° ••: •Pgp'1pano*ach,Fbpi 2d j a� • •• Tek•(rT64)3011319 FaIY 205 6846 APR 4 6 2016 a MEMPT '1e-' •• • E-mail:Engro@AOL•.8dTrt • a-BW x 0.4 oP a•c=h w0.A • ••• • • PEDRO DE FIGUEIREDO BW less or e4-1 t4n BL i i•i i i i PE 52609 a must not bb lesothas • • • • • • • NOT VALID W/OUT SEAL a=3feetoT,;t.0.0:fB0: ••• •i• i• •i 3/22/2016 :J T THE-HOME DEPOT AT HOME SERVICE SHUTTER INFORMATION SHEET JOB# 9226710 Name: sang Build Height 15' Type Of Anchor Specified 1/4 TAPCON Type Of Construction Poured concrete Shutter Opening Design Shutter Shutter Length Vertical Opening Size load Glass Shutter Anchor Spacing Shutter Anchor Spacing No. Type Product or Width Height Edge Distance Mounting Mounting Open. P/Al W ApgWval No Spam Horizontal IN IN Zone Distance M Separation Detail TOP TRACK Detail BOTTOM TRACK 4 accord • 4.03 60• I Vertical 86 54 1 4 T' 1 40.1 43.4 35/16 detail#A 10 detail#D 10 accord 15-0624.03 . 60 • Vertical 158 54 1 4 3" 40.1 43.4 35/16 detail#A 10 detail#D 10 .2•• •accord • 4.03 60 • Vertical 86 54 1 4 3" 40.1 43.4 35/16 detail#A 10 detail#D 10 4 • accord 15-0624.03 •.48.• Vertical 86 42 4 3" 40.1 43.4 35/16 detail#A 10 detail#D 10 6.• •accord •1,5-0624.03 ••4Z• Vertical 55 36 4 3" 40.1 43.4 35/16 detail#A 10 detail#D 10 6•• •accord •1 4.03 • •• Vertical 116 81 4 3" 40.1 43.4 35/16 detail#A 10 detail#H 9 •• •accord 15-0624.03 •A% Vertical 83 54 4 3" 40.1 1 43.4 35/16 detail#A 10 detail#D 10 -8 accord 79%'2403 ••6Q Vertical 83 54 4 3" 40.1 1 43.4 35/16 detail#A 10 detail#D 10 B accord 15-0624.03 **4&9 Vertical 46 42 1 4 3" 40.1 43.4 35/16 detail#A 10 detail#D 10 40• •accord 15.0624.03 • Vertical 46 42 4 3" 40.1 43.4 35/16 detail#A 10 detail#D 10 1 • accord • 24A3 " I Vertical 83 54 4 3" 40.1 43.4 35116 detail#A 10 detail#D 10 4 • •accord •16.0624.03 • 60 • Vertical 144 54 4 3" 40.1 43.4 35/16 detail#A 10 detail#D 10 13 accord *WoW24.03 60 Vertical 158 54 4 3" 40.1 43.4 35/16 detail#A 10 detail#D 10 NOTES: Miami Shores VIII e APPROVED BY DATE RE 7) Mr, DEPT MAY 1 201Q 5; A DEPTI 0 3/ (',0%1P[IANCF WITH ALL FEDERAL " )!'^l i'(i?LII F3 ANn RFCiULATIONS 1OF1 �X) S1(0 .._:)r 28,iWO9:30a p,9 1z2 �71 o hilt- S to ci) . rt ptv IRN .. ... . . . . . .. . .. . . . . ... . . ... ... ... . . . . .. . . . . . .. . . . .. . . .. . . . ... . . . . ... . . . . . . . . . . . . : ._. I MIAMI MIAMI-DADS COUNTY + PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE(NOA) www.m1amlaade.S0ft2uomv Shutter Tech,Inc. 7485 West 2°d Court Hialeah,Florida 33014 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER Product Control Section be used in Miami Dade County.and other areas where allowed by the Authority Having Jurisdiction (A�• • 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: a Maximum Impact Bertha HV"AIuminum Accordion Shutter System APPROVAL DOCUMENT: Drawing No. 15-155,titled"Maximum Impact HV 1 HV2 Accordion Shutter", sheets 1 through 28 of 28,and 15A&28A,prepared by Tilteco,Inc.,dated June 01,2015,signed and sealed by Walter A.Tillit Jr.,P.E.,on June 04,2015 bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state,the following statement:"Miami-Dade County Product Control Approved",and NOA number,per TAS-201,TAS- 202,and TAS 203,unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NCPA shall:reWbvWcV ip$user by the manufacturer or its distributors and shall be available for inspection at therjob si�e►attlre r&�i�e�'o"f th&Auilding Official. . 0*0 •• . . •• This NOA revises NOA 914-0129.13 and consists of this page 1,evidence submitted pages E-1 &E-2 as well as approval document mentioned above. ... 00* The submitted documentation was revie"d by nel7y A.(kaki eft,U.S. •. ' ' ;' ' NOA No.15-0624.03 MIAMI•D t torr �' Expiration Date:04/26/2017 l Date:08=2015 Or Approval . Page I . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Shutter Tech,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#11-1222.03 A. DRAWINGS 1. Drawing No. 12-019, titled "Maximum Impact HVI HV2 Accordion Shutter", sheets 1 through 28 of 28, and sht. 28A of 28,prepared by Tilteco, Inc., dated 0112012012, signed and sealed by Walter A. Tillit Jr., P.E., on January 20, 2012. B. TESTS 1. See Association's generic approval under 11-1676. C. CALCULATIONS 1. See Association's generic approval under 11-1676. D. QUALITY ASSURANCE 1. By Miami-Dade County Department of Permitting, Environment, and Regulatory Affairs(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 of product tested and approvea4 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 Mr: Walter A. 7711it,Jr., P.E., certifying that the drawing(No. 12-019)prepared for Metal Tech, Inc,is engineering wise identical to ASSA's generic drawing(No. 11-111). 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#14-0129.13 A. DRAWINGS 1. Drawing No. 14-004, titled "Maximum Impact BVI HV2 Accordion Shutter sheets 1 through 28 of 28, and sht. 28A of 28,prepared by Tilteco, Inc., dated 0112012014,signed and sealed by Walter A. Tillit Jr., P.E., on January 29, 2014. B. TESTS .. ••• . . • • . .. - 1. None. : •.: : : : : ndbiy A.Maker,P.E.,M.S. • ••• 9o:• ••• Product Control Unit Supervisor • : NOA No.15-0624.03 • • • % • • • • : Expiration Date:04/2612017 • • • Approval Date:08/27/2015 E-1 : V •: ... . : 00 Shutter Tech,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. None. G. OTHERS 1. Asset Purchase Agreement. 3. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 15-155, titled"Maximum Impact HYI KV2 Accordion Shutter sheets I through 28 of 28, and 15A &284 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 I5-0803. C. CALCULATIONS 1. See Association's generic approval under 15-0803. D. QUALITY ASSURANCE 1. By Miami Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS I. See Association's generic approval under I5-0803. F. STATEMENTS 1. Better by Tilteco Inc., dated May 22, 2015, signed and sealed by Mr. Walter A. Tillit, Jr., P.E., cert6ing that the drawing(No. 15-147)prepared for Shutter- Tech, Inc. is in compliance with FBC, 2014 Edition. • .. . . • • . . .. . . . . ... . • . • • • • • • Helm". akar,P.E.,M.S. • ••• ••• 9:0 • Product Control Unit Supervisor • • • • • • • • NOA No.IS-0624.03 • • 0 • • Expiration Date:04/26!2017 •• ••• Approval Date:08/27/2015 E-2 • • • • . • . . . • . • . . GENERAL NOTES: 1.BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT APPROVAL DOCUMENT(PAD.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCOADANCE WITH THE 2014(5th EDITION)OF TABLE OF CONTENTS THE FLORIDA BUILDING CODE. THE;ACCORDION SHUTTER SYSTEM MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WAND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAX6 N(AS.O.)DESIGN Pry RATINGS INDICATED ON SHEETS 12 THRU 17&25,26.26&2BA INORDER 70 VERIFY THE Bff MULTM=THEM ByBY"I 001011110M,tILTIMM WU WW T!�W/MAX(ACED) P R SFWIND LOADS DERIRMIM PIER ASK 7-110 WALL BE FVW S 21 71�17DESIGN 71 28,28 At LOW AREA 7: FN BLADES �4$e.(�3 IN ORDER TO VERIFY THAT.ANCHORS ON THE PAD.,AS TESTED,WERE NOT OVER STRESSED,A 33X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS)MUSED IN THEIR ANALYSE. GENERAL NOTES SHEET 1 BERTHA H.V.ACCORDION SHUTTER SYSTEMS ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION ISN OF THE ABOVE MENTIONED CODES AS PER SYSTEM COMPONENTS 1-20 SHEET 2 ATL REPORTS: SYSTEM COMPONENTS 21-37 SHEET 3 -HV BLADE 0#0214.01-03.#0715.01-03.®1004.01-0.5,81214.01-05/0317.02-06 AND 10609.01-10 AS PER TAS 201,TAS 202 AND TAS 203 PROTOCOLS TYPICAL SHUTTER ASSEMBLY 38-43 SHEET 4 -HN WINDOW BLADE®#0505.01-08 AS PER TAS 201.202&203 PROTOCOLS AND 0725.01-08 AS PER TAS 202 PROTOCOL -HHV BLADED 00422.01-05 AS PER TAS 201,TAS 202 ALIO TAS 203 PROTOCOLS. ARFA Z• HV BLADE r7 AND HV WWDDW MME A 2.W BLADE0 AND HV NAM OARE ENGINEERED TO WORK IN UMIM WrtTH EACH OTHER IN AREAS WHERE THE DESIGN PRESSURES TRANSITION FROM END ZONE 5 TO INTERIOR ZONE 4.EACH (1GIfiERE APD._ yrMLg WIND ZONE MUST IE CLEARLY IDENTIFIED IN ACCORDANCE WITH 7-10 ALL MOUNTING CONDITIONS AND FASTENER TYPES SCHEDULES MUST BE APPLIED TO THE COR G WIND ZONE TMPD ��ELEVATIOHI&NOTES ON LAf2(S SHEET 5 THE SHALT.INCLUDE REQUIREMENTS FOR MIN.SEPARATWN TO GLASS.DaSIOATION OF WINO ZONES 4 AND 5 AS WOR.AS VALIDITY OF COMPONENTS FOR HN WADE 1& ACCORDION SHUTTERS SYSTEMS FOR ENTER WIND ZONE SIAL BE PREPARED AND CERTIFIED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT BASED ON maDim CONFIGURATION ARID ASCE 7 STANDARD.MID INSTALLATION DETAILS A-E.CONCRETE/BLOCK SHEET 6 SHALL BE SUBMITTED TG THE BUILDING OFFICIAL AT THE TIME PERMIT E APR"FOR. INSTALLATION DETAILS F-L.CANCRETE/BLOCK SHEET 7 W BLADE(j)AND HV WWCO1W BLADE ® ARE ALSO ENG/NEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL IJMTARONS AND CONDITIONS OF USE INDICATED INN SHEET 28. CE7NTERMME DETAILS W SHEET 8 CENTERMATE ALTERNATING DETAILS W SHEET 9 3.BERTHA KV.ACCORDION PMS(HN SCRONS).USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONFECTION TO TRAM SHALL BE# 102.75 AND#14X1.75 ITEC IVD.Y,410-HT MINIUM CENTERMATE DETAILS HD SHEET 10 SERIES STAINLESS STEEL SCREWS WITH 135.0 Bei YIELD STRENGTH AND 180 keT TENSILE STRENGTH.PMS SVN.L BE COATED WITH BERTHA HHV DACROSHELD COURTING SYSTEM AS MANUFACTURED BY CONNECTION NNIS 1-6,CONCRETE/BLOCK COBLOCK APPROVED COATING APPUIQ ,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE W MARKING ON THEIR HEAD. D CO SPAN TABLES ETE/ SHEET it SHEET 12 4.ALL ALUMINUM EMRUSONS SHALL BE AUIMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND&MINIMUM YIELD STRENGTH FOR 6063-76 ALLOY IS 31.7 kei AND 35.7 Bei 1AEND FOR 6005-T5 ALLOY. ANCHOR SCHEDULE-CONCRETE SHEET 13 EL ALL STAINLESS STEER.304 OR 318 AIS SERIES OR CORROSION RESISTANT'COATED CA1200N STEEL AS PER DIN 50618 WITH 5O Tad MDL YIELD STRENGTH AND 90 ket MN.TENSILE ANCHOR SCHEDULE-CONCRETE SHEET 14 COMPLY W FAO 2411.3.3.4. ANCHOR SCHIEDULE-CONCRETE SHEET 15 ••• ••6.BOLTS A-307 Y,�WEEL.OR AIM 304 OR 316 SERIES STAINLESS STEEL WITH 35 ked MINIMUM VELD STRENGTHH, ANCHOR SCHEDULE-CONCRETE BLOCK SHEET 15A • • • • • ANCHOR SCHEDULE-WOOD SHEET 16 7,SEE 7VF*Mt G SHEETS FOR ANCHOR SPECIFtCADOX&-W MADE%::13.14,15, 15A, 16, 17 AND 26A ANCHOR SOHEDULE-WOW SHEET 17 ••• •• • • • • W BLADE 2 :2S INSTALLATION DETAILS M-R,WOOD SHEET 18 • • •••.. s•s HV BLADE t0&® WORKING IN UNEON:13. 14& it PETA.LATION DETAILS S-X.WOOD SHEET 19 • • S THIS BERTHA N.V.ACCOI6XON•S0.RiER•SYSfEM BEARS A U.S.PATENT#8779.562.COMPONENTS OF THIS APPROVAL.ARE COVERED.IN WHOLE OR K PART BY U.&PATENT#5'458.179 ISSUED TO END CONNECTION DETAILS 7-12&X,WOOD SHEET 20 0 00 EASTERWAL WIPLY,INC. •• ••9.IT RE �NSIBiy.Z QF�QI�MNIRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER E TO IE ATU6HED TO INSURE PROPER ANCHORAGE CONTRACTOR TO AREA 3: HV BLADE M ONLY • /C MX ALC C09PDREtrwo,WHICH ROM.THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. •• •• TYPICAL SHUTTER ELEVATION&NOTES ON LOCKS SHEET 21 10.EACH�U� PERM�f�l��LL M A VISIBLE PUCE WITFI WARNING NOTE,DURING PERIODS OF HURRKCANE WARNINGS HOME 0001,TENANT,OR OTHERS,MUST PROPERLY(LOSE ALL INSTALLATION DETAILS AA-0G,CONCRETE SHEET 22 • • AWU�l� TFS AOU• ��M LOCK ALL HHV AND NO LOCKS. CENTERMATE DETAILS FID SHEET 23 •• •:11. FA PERMANENT OLIO SHUTTER MA♦1��:a AH.LABEL SHBE PLACED ON THE IXPOSED S ACE OF THE S#RAIL APPROXIMATELY 4' THE TOP OF SUCH RAIL IASEL SAL READ AS END CONNECTION DETAILS 1-6&X•CONCREIE/BLOCK SHEET 24 FOLLOW-TECH,BOO. • MAXIMUM SPAN TABLES SHEET 25 0:0• •• MULMO FL •• •••••• ANCHOR SCHEDULE'CONCRETE SHEET 26 MIAMI•-FAE CMIMY PRODUCT CONTROL APPROVED. •• 12.BERTH KV.I&DRDION SII•Qi SYS WS OWM IATION SAL COMPLY WON SPECS INDICATED IN THIS DRAWING PLUS ANY BULGING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION ARS 4: HV VWNDOW BLADE 6A1 ONLY 000 •• WHERE~SIS APPLIED TO.* • TYPICAL WINDOW BLADE&WINDOW DETAIL SHEET 27 13.(a)Arm PREPARED BY THIS ENGINEER IS DENIM AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT:Le.WHERE THE SITE CONDOM DEVIATE FROM THE PAD. TYPICAL SHUTTER ELEVATION SHEET 28 (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SRECIKIN.PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT.BASED ON THE PAD,PROYM HE/SHE DOES NOT DEIMTE AREA 5: HV WINDOW BLADE(.1)ONLY FROM THE CONDOM DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFELY AT WE IS THE CONTRACTOR'S RESPONSIBILITY. INSTAJARON DETAILS,META.SND WALLS SHEET 28A(0)THIS PAD.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (A)SITE SPECIM PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENW4EER OF RECORD(EOJN.)FOR THE PROJECT AND WHO YALL BE RESPONSIBLE FOR THE PROPER USE OF THE PAIL ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE PAA.ENGINEER BALL SUBMIT TO THIS TATTER TIE S1IE SPECIFIC THIS DRAWING SHALL. ONLY BE USED TO DRAWINGS FOR REVIEW OBTAIN PERMITS IN THE STATE OF FLORIDA (e)ORIGINAL PAIL SWW1 BEAR THE BATE AND OWOWIL SEAL AND SIGNATURE OF THE 1WNW ENGINEER OF RECORD THAT PREPARED R. wn A.TI FLORIDA BUILDING CODE(High Velocity Hurricane Zone ••'`CE� ®2012 EASTERN LEIAL SUPPLY,MR v' V ` •••''S �`� MAXIMUM IMPACT HV1 HV2 PRarwTE cTROVLSBD •7ni�TTEA=I CK4 ACCORDION SHUTR etaI es0ompftwilbFImWa •* (OSSA 28} 0 Y LNWlaascae, �,/ IL ECO)N1i. . NMN .OM oi- F.R.L.F.R. AH:NeptavxoNo� Dam 20)7 A•'•• ) �:tVw TILUT TESTING & ENGINEERING COMPANY 7488 WEST 2 W ,e ;LDRSO.• ��' em xW Aad,SL.St..Moa V=Q 4ARO s.naRw aal =W1 OLA to ao4 /Dt/t DATE 06/01/15 0 •, • Phme:(30871-1330.Fax:(M)871-1531 HIALEAH. FL 33014 2 e-ma9;tlaeoe ooeloan 3 DRAWING No NAl MANN EPAI.IEREDA.TINT Jr.P.E. PH (305) 823-2323 FAX (305) 828-7979 4 15-155 MIAMI-RADE COUNTY P.E. SEAL/SIGNATURE/DATE FUXUNA Ate.0 44167 s SHEET8 y q WWM UVE6E8� • ve NVSQU BLAD .37 UNDER US PATENT f 5458179 2 HV BLADE 4 HV WINDOW BLADE* CORED ua US PATENT 5458179 OPV UNC RSAL�FLOATER 4 4. ®HV 9JRED MR STARTER O HV DIRECT MOUNT 063 IF�D F��lsE w HV 8005-T5 ALLOY AND TEMPER Q FOR / BLADE(j)&@ BLADEtM,�l4& SEE UMRATXINS OF USE OF BLADE®ON SHEET 28 6005-T5 ALLOY AND TEMPER gUAIJFlED Fl.&E W FIV 6063-T6 ALLO NNNTTTTDDDD TE ER 8083-T6 ALLOY AND TEMPER 6063-T6SLAA LO• TEMPER 12 .124• .870' Zvr _j AW �'� .994 •�0• 2 842 4 S 815` .�• 0. S (7)HV ADJ. ADAPTER M(&P 12� t M. FLOOR TR_eCK QUALIFIED FOR USE V HV ®HV WALK--OVER TRACK QUAURED F SE w HV �O.0&U Qua tF1ED roR uSE w/Hv�aDE 1(�ac 02 9O HV TRENCH TRACK ,, •B�+L_ADEa'I�Q. &� 6063-T6 ALLOY AND TEMPER 8063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/HV • • 6&V:6.%BIY AND VPER•• BLADE©ONLY. 1� HV RAINOMD ••• •• • • • VAPoES8063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/HV • • t9tY • • 1 .915• 1,9W BLADE 1'& 2. • VARI® 1936' 6063-T6 ALLOY AND TEMPER 04 00. �• 2a9 • • • • 8 �3• .093° A� 81 $ • •••• • .too � .t • .080• 0004 •• 1 t 870 40• •• •• t •• + • 3.82r • 870 •• •• • 6� 3.881• • • cm r, HPATIN QUAMED/OR USE Wt •• 1® HV HiADERISILL HD CEILING HEADER/SILL F' 1 ••• •• SLADE o1 & QUALJFIED FOR USE W/HV Vo • SEE LA FOR •• BIADEQ&AA OUAUnED FOR USE W/ W 14 }ID WALL HEAD LL QUALIFIED SEW V ••• •• W3-Tj&LLOY AND -•• SEE SECTI FOR ALJDITY SEE SECTI E 1 FOR�AUDIIY QUALIFIED FOR USE ®W/HV SLADE & • • • 8083-T6 ALLOY AND TEMPER 0 so 6063-T6 ALLOY AND TEMPER SEE SECTTONSS FOR VALIDITY X63--T6 ALLOY AND TEMPER ' •• •• •• ••• ••• • 61 3-T5 ALLOY AND TEMPER • • •• MN Y 184,i I BLADE X Y t COMPONENT A 8 TI T2 QLwff= r 128' 7• 1' .062' ® r 5°MAIL t/d' 1/8' Int IQ r Y SIDE LES QUAIJFJED F R SE HV ALUMINUM ANGLES ® r 5•Max. o.rer ataz• W(j) Q_CORNER POSTS BLADE 1g,�&w QUALtnED FOR USE W/W 6083-T6 ALLOY AND TEMPER 0ADE (SEE �U2.5` MAX 010010HO QUALIFIED FV.&E g HY BLADE 889-6AUOY �ER �Naxuataxryy 8083-T6 ALLOY AND TEMPER FLORIDA BWLDING CODE(High Velocity Hurricane Zone �`P�. ..••••••,., � 02012 EASTERN METAL SUPPLY,INC. RUVLSW EMSF''••�' ''s SKUTTER=ICti.t>�c MAXIMUM IMPACT HV1 HV2 Z as yNBwfthdwFlod& ;� = ACCORDION SHUTTER AO ce No -062 OY * _. _..•� /7171LIE7C70mc. 8100M WV'Aamr m nicer (ASSA p 26) ILV.M km il W OR W/o f4won m. 2017 ';% TILUT TESTING& ENOINEERING COMPANY 7488 WWW2 COURT V tk DESCRVM QM . F.R.L. Dpyy p., QP,.•' ems Na.M.Z.3m.36%t40M WHIS,ROM 3310f 1 OLD 14-004 /01/1 DATE: 06/01/15 (M)87$-l=. Ia7t-t53t HFAFf, FL 33D14 2 Qkec000a WIDRAWING No Np/pnNMRNN►ttta` SER A.TUMJr 15-155 =719P.2 PH (305) 823-2323 FAX (305) 826-7979 4 MIAMI-RADE COUNTY IP.E. SEAL/SIGMATURE/DATE I RADA U•0 44107 8 SHEET 46 . - M. t/1'-2Wi 14=20 -743' OZWSALK& e0.% PAflousm D 1{ ow moi a (2 m•.) a •S i 8O PA ° .0s2• wwe t .ate • , e z1 sass 0nenw7x ewss 01ew0ER ©1 �/ CENTERMATE •"0j �)(CHRM (t VAW RATED) QUALIFlED FOR USE W HV BLADE o1 & ONLY s' HV LOCK ® HV EGRESS LOCK 6063-TO ALLOY AND TEMPER ® EO FOR USE W/ W BLADE 1 & ONLY QUAUfIEO R SE W/HV QUALIFlED OR USE W/HV 6063-T6 ALLOY AND TEMPER (�' BLADE�&S ONLY. BLADE(B&®ONLY. ED FOR USE W/ HV BLADE FlomLY •e0. 2.874 6063-TB ALLOY AND TEMPERPLASM HEM t8" 1.758• 4 tMY' 2' St3NEw 2.078' 1.75 , lipy i/app-2o x 3/4p °p`6vE�ND S.�,_jHUMISCREW 1/4 0-20 RIVN� _T *WRIS¢444 AU0 NUM(=4-T3 Aum)LMW FIAM THN • • 0 ow -I SHM NUTSEmr.PART 10820.AS MMUF/K:ttM By Awa. ••• •• PLaN etKtr>.EIV" ® HV MALE "T" LOC 4588 CHMW YMORN.PARMPPENY,Nae JMMY 07054 OR SZKA • QUALIFlED FOR USE W/W BLADE 1 ONLY ® HV FEMALE "T" LOCK CENTER MM ® Hy "T" LOCK ® HV ALTERNATIVE LOCK ••• QUALIFIEO�OR USS W/H1+• E 1 ONLY 6083-TB ALLOY AND TEMPER QUAUFlED FOR USE W/ HV BLADE ONLY Q FlED FOR USE QUALIFlED E USE W/ HV •• 6083-T6 ALLOY At� # 8063-T6 ALLOY AND TEMPER W/HV BLADE 1�ONLY. BLADE(1J ONLY. ••• •• • •• •• 13 3.1st • o _ ••• e• • •• •••• THUM6nrrim •• •• Ate'• •••• .O� DER CYLINDER OR •• ••• .214' • 2' KEY CYLIN • • • ••• • s ••• 0.075•imu i •••�• RD • 9E•pMEE: W4 NO L• ••••• IIINNN�GGG^RRRQQQQQQ ® 00 0 i.)2•Mm:. •i• ••QUALIFl OY W/D TEMeP &`� QUALIFIED FOR USE W/HV BLADEQ) &Q) CENTERMATE4S INSERT 0 m %@seeRRS 12•MIN. • 6063-T8 ALLOY AND TEMPER ® FOR USE W/W BLADECO,,d4&W • A t/m � 83/8.4-ts t.t 6063-T6 ALLOW ND TEMPER THl1M8MiN ( /2' (10 cTHUUOR K4oBER to CYLINDER tiS � ® LOCKING ROD A a7am 1/am HD LOCK Q BLADEF(Qi)R.JSJ* HV HV 3Z8"0-16 ACETA` HV 1/4" 0-20 AISI 304 BY RECENT HARDWAREMORTISE LOCKS SERIES 2333 H0OX DOLT LOCK 6083-i8 ALLOY TFAPER ® TI II3MBSCREWS 'SERIES QUALIFIED FOR USE W/ HV BLADE(D&@ INSTALLATION WILL REQUIRE A gWlV HOLE QUALWtFI FOR 111)1il E Q&© QUALIFIED FOR USE W/ HV BLADE & AT TRA(2(S fOR PROPER EMBEDMENT T FLORIDA BUILDING CODE(High Veiocity Hurricane Zone ... . • N/ �•y 02012 EWIERN MEuu.SwKx M PRODUCT SHBTT� MAXMUM IMPACT HV1 HV2 mFatw ACCORDION SHUTTER lkdwn8Cat48KWM ITV Awon bn Sbmttwsyatm Aecept=.14a ,-7Z¢D/7 Tk; (ASSA y 26) IV.Bt WE A O am&KY. TIWT TESTING & ENGINEERING COMPANY r sump 0 oro. • KILL' �$0�:•.,FLORS�P••'�� OM ac 34m.SL.Su.30.V=ft D ROM nMM 33t 7485 WEST 2 COURT t OLD 14-004 Nat DATE: 06/01/15 Ph=8:(302)871-1530.F=:(305)571-1531 HIALFAH, FL 33014 2 DRAWING No "^'Mwoo tTALTER A.Twr Jr.P.L PH (305) 823-2323 FAX (305) 828-7879 4 5-155 MIAMI-DADE COUNTY P.E. SEAL/SIGNATURE/DATE Hmm ua d 22187 as 3 H 28 3/8'0 41 40 SHUTTER ASSEMBLY SCHEDULE FOR 3 HV 1 HV A AND HV Q BLADES. HV BLADE 1 3 g M F w ® HV BLADE 1A _ L 2U HV BLADE 2 1 or 4 4 M ® HV LONG RECESSED NYLON BUSHING ®3 N ® HV SHORT RECESSED NYLON BUSHING 1sa ® HV NYLON HAT WASHER EXTERIOR .� 4� HV WHEEL CARRIAGE AISI 302-303 SERIES 41 4 io 4 • • •• •T0.A70"x3,116"•lHICK NYLON WHEEL. • •• •Q 88"0 ASI 30L SERIES S.S. RIVETS or(Z or 4�3 ••• •• (SEE NOTE FOR �• ® HV 1 3/1;�"&RDION PIN W/ #8 HEAD * WE iiQ@ or(2) i • ••• •• ®� •Hl 2 3/4'•ACIbRDION PIN W/ #8 HEAD * EXTERIOR • POLYCARBONAT IMPACT RESISTANT HV WINDOW i 844• -(&E SHEERA. Q®°r® ! e • TYPICAL SHUTTER ASSEMBLY • • HV PIN OR SCALE 3 8 i' R 4 AT ••• •• (i)tIV4P11I®SHALL ALWAIr�BE 116E0 AT ALL EXTERIOR / " � EXTERIOR BOTTOM11C&O SOF HV ACCORDION SYSTEM W/HV t(� OR 00.324' BLADE'S KN*CKLE. (SEE NOTE FOR (2) NY PIN®MAY BE USED IN UEU OF®AND ONLY AT '�• I' ® REQUIREMENTS) EXTERIOR BOTTOM KNUCKLES OF W ACCORDION SYSTEM W/HVQ BLADE WHEN CORRESPONDING TO INSTALLATIONS*CC"AND'DD. SHEET 22. •ei (3) NY PIN 0 OR®W/ 1/2.O.D. 1/18•THICK S.S.WASHER SHALL BE SHEETS 11&24ED DIRECT MOUNT INSTALLATION PER DETAIL X. WHEEL CARRIAGE DETAIL ASSEMBLY.LAYOUT N.T.S. N.T.S. FLORIDA BUILDING CODE(High Velocity Hurricane Ione A""" r 0 2012 EASTERN NETAL sumT.W. ��'z MAXIMUM IMPACT HV9 HV2 pRODUCTRBV198D ...� �J' HUTTF.R-"MCi� ACCORDION SHUTTER 1)uitdiSgOwto I llcO 1 N C. Shat[e�•system ANo -a ZQ oS 't0y76� >1C_ (ASSA 28) Y 1 FLV. FLY.BLIME#4 TILLIT TESTING & ENGINEERING COMPANY 7� 2 CWRr. Owe DATE FRL ,` STATE OF aus as�St.St..�,r�aa Mown.331 1 01A 14-WC /t DATE: 06/0/15 Cmaot ORl � °:(305)M-taw.Fw:(30`5)871-1531 HKEAH. F1 33014 2 O e-man:ret-o0oaw" y DRAWNG No EEI-OOSSi 19 •••••• ��a FMM& S r.P.E PH (305) 823-2323 FAX (305) 826-7979 s 15-155 yp QNAt. � MIAMI—DADE COUNTY P.E. �@JIj 44111 TIRE/DATE a SHEET y C �, •NOTES ON rnl LOCKS AND CENTER RTES• A B 8 Y B U 8 T • ,® 1.MANDARM OINNDRIOIN/1:ONE HV LOCK 0 or 0 SHALL BE USED AT 1SPAN FOR ANY SPAN OR 12"ABOVE OR 2 OF SHUTTER SPAN FOR SPANS UP TO 105,/W=` TIONS ANY ELEVATION.HV LOCK or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED M OR CEN TERMSIT W/(2T 1/4"e-O x 1/2°LOI.Ki FIAT HEAD S.S. M.S LOCATtODf OF LOCK SHALL AS ICATED ON Da�/m TYPICAL SH ELEVATION. ©a 2. CH FOR LOCKS OR a OR ONE HV LOCK OR / ATIONSL TWO Iwo AT TDP & BOTTOM�SWILL BE ANY SPAN AND N AIIAn AT ANY ELEVATION. `7 HV LOUK OR®SHALL BE ATTACHm TO OR CENTERAdA1TS W/SAME SPECIFICATIONS AS PER MANDATORY CONDITION#1. LOCATION OF LOCIC7LOCKS AS APPLICABLE SHALL BE AS INDICATED ON TYPICAL II SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULE#3 ON SHEET 12. 3. �ff DESItE6,FOR BETTER PERFORMANCE OR FOR SEOURTY PURPOSES, UP lO TWO ITV LOGOS OR E9 �BE USED AS(A(N ME OR OUTSIDE LOCK CONNECTION OF LOCKS ToBE AS INDICATED CEPRERMATES WCAN LOCKS SHALL BE AS INDICATED)ON TYPICAL.SYIUTTER ELEVATION. $ 4. ONLY Ry CONDITION )BY CONDITIONOEM my HHE USED W DESIRED LOCKING RODS ARE NOT REQUIRED AT POSITION, BUT MAY • • lit beg MAY ALSO BE USED AT STACKNGEPOSITION(NON HURRICANE POSITION).Ds OR AN ALTERNATNE DEVICE ••• •• • • 8" fI9 • • 5.MANDATORY G'�RY OOINOi T A l2:ONE NV I.OUK� S LL USED AT CORNER CENTERNATES FOR ANY SPAN ••• •• JM• • • $ .. AND INSTALUI7IONS AT AN ELEVATION. HV W)GC/ or SHALL BE USED AS AN OUTSIDE OR INSIDE LOGO, • 1 • � K i AT�&% M SSHHOLON TLOCd110N 7dF LOCK Sit 128E AS INDICATED�1 TYPICAL SHUTTER ELEyATOUIOM • • "BB MAXIMUM SHUTTER SPAN SHALT.BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. 4141• 4141 • • rt ONE ALTERNATE HV LOGO MAY BE IN LIEU OF XIV LOGO or FOR ANY SPAN AND •• •• ONSf TIONS AT ANY ELEVATION.AL TE LOGO MAY BE USTD AS AN EOR OUTSIDE LOCK.ATTACHMENT ••• END OF 1/4'0-20x3/4'S.S TITr£W TO OR ®CETITERMpTES SHALL 8E MADE W/1/d'e-201uT/4`ALILd. RNNUT AS SHOWN ON SECTION FIVE.SHEET 8.ONE LOCK SHALL>#USED AT 1/2 OF SHLTfTER SPAN OR 7W0 CONPIECTION•• •• • TACKS AT 1/3 OF SHUTTER SPAN. • DmLS ON • D e H ♦ K L 0 P C B v 6 X ••• SH&T I I TPP. #NOTES ON HV "T" LOCKS AND -�1 G e • FULL HEIGHT. 000000 R�TES, 4141• 4141 • 4141 041.990 OF CORNER 7' • • • * CENTERIAATE ONE ALTERNATE HV"1"IACFC MAY tN LIEU OF HV LOCKS OR FOR ANY SPIN ANO ALUATI AT ANY ELEVATION.AL lE LOCK Y F)E USED AS AN INSIDE OR 0 LACK.ATTACHMENT • ••• • : ••• 10•®� OF LOG{ INCLILX S DING RE1NFOtIO LOCK AS SHOWN ON SECTION IA+G SHEET 9,WHICH MUST BE 0 CGNNECTED TO CENTERI4ATES®aND('��{Wp/1/4'0-zo x 1 1/2`LONG sS.THTLEMED BOI.r W/7/8.0 x 3/32- sloe •41•• • • • • 1 • � + 03 • aB WNCNUI'OR W 1/4`0-20x1'SS.MS. A 1/4`0x 5/B`RIVNUT. MAY BE INSTALLED AT M10.SPAN OR 1Y 4141•• ©+O+©op©'O+®"' MaxB1uM APUD BELOW MIDSPAN.USE O�F�T�WOp�LO♦G�ON�G��RODS AND BOrOM IS MANDATORY. *NOTES NTERMATES: 1.MD LOCAL� Nf/ND NYMTERM►rf^g E(l OR W/FSI:ONE ALTERNATE HD LOCK MAYBE USED N LIEU OF HV LOCKS OR FOR ANY SPAN AND AL ATM A ANY ELEVATION.ALTERNATE HD�®MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT Gr HD LOGO TO®IS W/3 Q8 x 3/8`F.H.SSALS..AND INCLUDES TYPICAL n HV BLADE SHUTTER ELEVATION RMFORCEMFNT ®AS SHOM ON RNs - AND HDC-HNC,WEFT 10.LOGE MAY BE INSTALLED AT N.T.S. MIDSPAN OR 12`MAXIMUM SLOW OR ABOVE MDSPAN.USE OF LOCKING RODS®IS cowway oPnoNAL �g1TN110HNN FLORIDA BUILDING CODE (High Velocity Hurricane Zona �� . 4141• • T�yi 02012 fA TM MErAL SUPPLY.NC. �•,••,GEN 9� S>FtUTT>�-TACH,nuc. MAXIMUM IMPACT HV1 HV2 rROD11crRRVLST10 �: � 4141 �s esNr�+s+ IneFlBrlm d- �� 41 s ACCORDION SNUTTBR aCO 5- 24.oY �� 31k= �'• E�'0 �Ne. (ASSA# 2e) aHar xv rv. TILLIT TESTLNO & ENGINEERING COMPANY 7485 WEST 2 CWRT txBcaxrrroK RATE n FRL rr SM klf.3M.St.She DBB.MOM maOM n=M 331 t OLD 14-9 /01/1 DATE: 08/01/15 BldgtU Cotarol yg4{. `, �Irona:{soae-en f tMec�wl:13o6)e'/t-ts3t HWF.AH. FL '33014 2 DRAWING No stollNa100 0 6 nm M A.mES-0="71&9 iBUT 1n_P.E PH (305) 823-2323 FAX (305) 828-7979 4 15-155 AQAMI-DADE COUNTY P.E. SEAL/SIGNATURE/DATE JIMMA U0'144167 B SHEET 2 6 10 CONCRETE 1 0POURED OR CONCRETE BLOCK rE CONCRETE REODUtED 1 4"0-20x3/4' S.S. REOQUIR TE CONCRETE ANCHORS � SHEET 13SCH,WLE ONSCHEDULE w��-2(Eir 09.VC5. (SEE SCHEDULE ON SHEEP 13) SHEET 13) 1• 1. Wn• =211i ED mill._=_ ® USING 1/41-20 NUTS 2 ® 12•G.C. E.DA /, zso'uox _ _ 3 OR n53 OR D 0 2r s . -- 250' .250'Max. E. OPfWNAL �: I 1 OPTIONAL i AEN.SSPARATICN TO' li SEPARATION R I(SEEI lO OLDUL -.{` ®• I 1- SEE SCHEDULE ) EXISTtNO 1 TON 23 1 1 1 OR i MIN.SEPARATION EXISTING1 ( SHEET 12) TO GLASS I i 7—(SEE SCHEDULE EKISiING � SHEET 12) HY WALL HEADER INSTALLATION t -" ©HY MALL HEADER IN�A_LATION • •� • • • •• ® BY WALL HEADER INSTALLATION •••�� °DING ; ••• •• • GURS� SFPA+WIO� ♦ GIASs i MSV TION ) •• i c2A4s{sEL• I I TO otm —i0OR ( ' I 1 G (SEE SCHEDULE o TO GLASS • 12 MIN.SEPARATION SHEET 12) 000 •• •••• : ON SIlH 2a �'—'SEE SCHEDULE •• IR,�s t••® SHEET t z) ✓"�0NA1- 000 I I I; 1/4. 00 Poo •• I/- I I ©3 CR Q • • E.D•* •• I : ••• •• • • • •• a � �fn /z - 19 • 1• • •• --- 2 4 -- -- t/4'm 20x3/a•IS. M HEAD TRUSS1/46-20x3/4•S.S.PHILUM ••• •• • --- ) ) MACHINE USING C�VCRETE ANGY10Rs TRUSS WAD MACK SCRENS M CRETE ANCHORS t' 1/a"-20 NUTS•ta`O.C. (SEE 5CHIIDULE oN tY/1/4•-'�NUTS• t2.O.C. •M e (SEE SCHEDULE ON SHEET 13&ISA) Mtn. OR POURED CONCONCRETE OCC SILEET 13&Lata O LL &LOCK ANCHORS I� HV WALL SILL INSTALLATION POURED (SEE 1 �F Hy WALL SILL INSTALLATION OR CONCRETE BLOCK WALL ° HV WALLS1� LL INSTALLATION INSTALLATION DETAILS W,[ 0) HV BLADE & NOTE MON OF SECTIONSE.E.D ESE DQE HV + U HV BLADES, AS APPLICABLE t-SEE SHEET 4 FOR*TYPICAL SHUTIER ASSEMBLY (SEE SPECIFICATIONS ON SHEET 14) ♦ SEE OF USE 11)tt 2-MOUNTING SECTIONS CAN BE CONBMED BLADE ON SHEEP 28 MY wnY so MYpuy FLORIDA BUILDING CODE(High Velocity Hurricane Zone �� •,••••••... OO ®2012 EWERN METAL APPLY.INC. �Q••''�CENSF'••� MAXIMUM IMPACT HVII HV2 PRODUCrR8VIS13D SIHUTTF.R=I Ctt,a�tc. ACCORDION SHUTTER stro111A1YL1ffiwkht>roi7addA ''✓✓-�,VeaRrNnx UtlwSyem Acce� 'Ato -o Q o3 k: �J d/" (ASU g 26) it. 1� &Ill Mff GMa IN. OESOMPTION DATE pram F.R.L �/) TS.UT THSTINO& ENOINEERING COMPANY 7485 WEST 2 COURT ,�O'• 1OQ'.•' 1 OLD 14-004 /Gt/t DATE: o6/o1/T6 tgaa NJI.35W S4.tAa JOS.vaSaaA mWOENs.FtowW J31 PHxxro:t30aX171-talo.Fax:(306)e71-1531 HW.EAH, fl.33014 3 DRAWING No Arc - md' .ontroT y�4ryssIONP&�q♦`�a .-°«ES-CON710i+e P. nNNtNa►•` WAL7EA A.7518 Jr.P.E PH (305) 823-2323 FAX (305) 826-7979 4 15-155 MIAMI-DADE COUNTY P.E. SEAL/SIGNATURE/DATE FLORIDA U&9 04187 s Sli e0 OF 28 POURED CONCRETE ANCHORS ; . CaNC�7E (SEE SCHEDULE ON SFEET 14) m On , 1 OR REQUIRED EDGE OF smou t [M�t t m� �U SUB 1F :Ot f APPLICABLE E%6TD1�; ��aN i O i ALTERNATE ' i i ANCHOR QUSS a i 1 OR $ I IACAlION 3 taN. 7EK /SCREWS®V HOC 1Y WASHER COMING ' wom ' I i 3/S ODNCRETE ANCHORS ©a 7 (SEE SCHEDULE ON 9NtFf 14) 'E1asrm : I I1 OF EDGE G : 1/2 1 EDGE OF F SL48 IF 70 4 (SHEAPPLE : ABLE sac011e m !ax affi� 1 OR ® <APPUCASOmn R OA® RFAUaED D. • REQUIRED FLIT HEAD CONCRETE ANCHORS (SEE SCHEDULE ON SHEETS to& ISA) ® HV CEILING INSTALLATION ®HV FLOOR INSTALLATION t QI KV WALK—OVER INSTALLATION • •• • • • • • •.a-►—� CONCRETE ANCHORS ••• •• t • • (SEE st2HL�uLE 12 • • ' m • ' 1 _ __ ! E%ISTNG SHEErs 1a&t°•iA) ••• •• EXISTSV6 1.l�! �.a4Zi t0 • • � E7dSfDiG�'i �GIASS� t t G1A55--•I MIN.SEPARATION &• GLASS « D GLASS 0• •t , sEE SCHEDULE Or i f---(SEE TO SCHEDULE O t t „ 9IEEf 12) SHEET 12) ••• •• •tt; • t/a• 1 2' • :• • t , , MAX, �•• •• • I ••g �• •a , 10x3 4'HEX WASHER ' • • #74x3/*a a i HFX•U ;' 00000 1 a" ra SCREWS® 1 8• 8 ' 000 ••TEK scREws c B'O.C. 12.O.C. _— 1/4' • • 1/a s-a0 c s.M.S. I ••••• carcr�rE AWOHOLt3 6 +7 s ®t 0.4'cSA.s t -- Mox A/Nur•9'O.a I • (SEE SpHEDULE ON 1 O •:• •• 0 1 ••• SHEET 15) 7 8 O 1/2' 1' •• • :ti • 00, EDGE OF ®f4x3/ F.H.S.D.S. ••• • • .1 /B' 1 M 8 AF�LICABIE EO � ) POURED CONCRETE (SEE SCHEDULE ON POURED CONCRETE ON SHEET 1 A OR CONCRETE BLACK SHEETS 15&1w OR CONCRETE BLOCK OI'TIDN^L POURED CONC.T.XW"FIED© HV WALL FLOOR INSTALLATION REQUIRED© HV WALL WALK—OVER INSTALLATION REQUIRED QJ HV RAINGUARD INSTALLATION t INSTALLATION DETAILS W.1 I HV BLADE & NDrE FOR` 'MATIO^'OF (C� HV + 19 HV BLADES) AS APPLICABLE THIS ABLE WHEN SHALI.BE 1-SEE sHEFT a riRt TYPICAL StNrfER •E D.a EDGE DISTANCE REMOVABLE WNQ,1 PERFORIAED ASSEMBLY (SEE SPECa:1CA710NS ON SHEET 14) AWACENT 70 AN OPERAJIRE EXIr • LIMITATIONS OF FOR 2-MOUNONO SECTIONS CAN BE COMBINED 1�1 N ANY WAY TO SW ANY 0WAUXION. FLORIDA BUILDING CODE(High Vetocity Hurricane Zone �42�••,•••••••.. t/'Pi�� 02012 EASTERN METAL SUPPLY.INR SHUTTER-MCH reTc. MAXIMUM IMPACT HV4 HWPRODUCFRSYI3BD - s ACCORDION SHUTTER ss001*yI"swilba10 0 - IL E C O INC. (ASSA f 28 BERTM INV Arne atemle�G stem tN0 062¢.03 s I]Dte SATE , oEscRmnoN DATE ft" : F.R.L.IixP1 �Za/7 TILLIT TESTING A ENGINEERING COMPANY 7483 WEST 2 COURT �"'•••, 4P•'.��`�� 8]0p N.W.3&h.84,Ste.sia.1ARSWA 9AAW116.HAROA 33161 r OLD 14-004 /OI 1 DATE: 06/01/15 i Prwa:(305)871-1530.Pax:(305)671-1531 HIALEAK F1.35014 2 Ssloii1 .�.� RL°`osaoL. 3 DRAWING No 44/1N/tiN11N`, FE—o=Jr. PH (305)823-2323 FAX (305) 828-7979 4 15-155 WALTER A laLf JeP.E n 'U. MIAMI-DADE COUNTY P.E. SEAL/SIGNATURE/DATE X187 5 SHEEP 6 7 OF 28 1 SEE END WALL CONNEMON "i LS ON SH 11 & 20 OF SEE NOES ON U)CWND sonsO.Nv LocaSls 0UTIN1 FASTING INSTALLATIONS W/ HV **AND AL HV�®ON a j/ GLASS MAN SIACX DV,lL HW IS,tea FOR ALL BLADE WHV CENT RMA ES CENtamus mmmum �© i °q®•'©' 7�,0„°8 10•®� OR SEE END WALL S:ONNECTTON O.Q.©0°@'Q t®� -- Ewsraac cuss ----- ----------------� 3 1/4• 7• a 1/2' 7- ALUAL ANll N 21/40»T 1/2' OPPOSING SYMM R-YCAL �CN6N9 fo coR13REIE �01R) ®10.3/a•S.M.S.•12• CENTERMA S CENTERM S Mac gEpAHA�1 (aM10■1/z•axs m TUTS 8 Y 0 o V p TO cuss ar Fa•1 aTu tE (1w) c.FULL tENaHT (SEE SCHEDULE ON " 5 ® * 5* FI-N-1 * SHEET 12) °" • i - --------- - - ----- -- - --- --- --- - ----- - ----- ..• .. � • 5 • • 1° • 1/2••® !�� ® 3 ••• •• • •� • • ®i 00* •• • 4R0•Q7��a•®aa O �'}�� 1 � HVB o-uT q HVC • O O Q� ,� am®03 s+ 7 m 8 1 + •' EXISTING CLASSPOURED •• •• @-0• as 6 + I ��®�®+� + OR® /— E eioav • 42� ---- ------------ — — �— }� ••• class ®'•�°" SYMMETRICAL IN �`�'©��`�+�•, rXN SEPARATION — TtEo • • � CENTERMA T£S� �RGNat EK ®'® (SEE scHEASS as5 — To GLASS• • '�T sEP • ••• • * (INTERIOR) "' ®•a®. SHEET 1a(SEEsORe••• •ate, •• _ • •- (I►rEwoR) ------ ------ ------- —-------- IIL .••. OUT vm vARIEs 3 0a * n ® OUT 0 1/2•MAX SLACK our (°`�0R) � H ** HVD &ftOR1fuNFLORIDA BUILDING CODE(High Velocity Hurricane Zone MAXIMUMIMPA HV HV2 PRcx,R)cTxTms� '�•• SHt1TT>F�!• CH.DTC ACCORDION SHUTTER 8DIN18scoRa $*: " a tam nwlwo15-0 2 oT (ASSA i 26) V. 1 OR W KV. KY. ncto ATE OF ocscRamoR DATE Droa F.RL �/7 '•. � nu rr TESTING & ENGINEERING COMPANY 7485 WEST 2 COURT a�� 5150 rtn 3M U.01m 3A VMM amain.FLOM 335 1 oto 1a-naa 1/1 DATE: os of/ts �F• _-'�. ,.� 1Mo e:tanl •wyys/ONAtti�� (M)871-15M.F=:(305)en-1531 HIAIFAK FL 33014 2 OwwlNc Na ftwu:aw 3 �Rutua 0M A.WAIT Jr.P.E. PH (305) 823-2323 FAX (30) 826-7979 4 15-155 MIAMI-DADE COUNTY P.E.-SEAL./SIGNATURE/DATE RAWA U.1 44107 5 BSHEET ALTERNATE INSTALLATION W H "T" LOCK 0 HV SEE END CONNECTION DETAILS ON SHEETS 11 & 20 MALE FEMALE "T" LOCKS CENTERMATES 8 & LOCKERS at W/ d) HV BLADE ou 1 ry- 1Al ��FlOSM GLASS 1/V I BdgpE©SLAq(DETAIL IVF.INDICATED ON SHEEP 8, O O ® As WELL AS UWANSAI.FLOATING BLADE®DETAIL HOD-HYD. a®4R 6 • art m/1�.n71♦ ee OJDICATED ON SHEET 10.MAY BE USED WITH THIS ALTERNATE @_®♦®_ INSTALLATION DETAIL HVG SHOWN IN THIS$MEET. SEE END CONNECTION DETAILS ON SHEETS 11 & 20 ®•®ox®.®an®•®aR rx2^x1/8•-0•- —=/(.y6 (60/(TB'i/Oa o Aujw (TOP/BOTTOM) I L—"-------------'-'---------------------'---------*---'{ a1ox1/2•SM6 m RME ' 113 sda•SJLS •12• AT EtOH NOL!(IMP _ • • •� • • I N c FULL LEn�Hr -0 HV "T" MIN.SEP ;•• •� 5 • I• 3 LOCK (INSIDE) IN 1 3 3O LOCK T(INSIDE) (SEES GASS ON ••• s 12) • 1< • •••• 1 - - --- --------- - - - --- •- ••• •• •• • or 0 of • 5 1 28 29 1 28 29 ••• •• •\ • 1, • •••� •• •• 1/ 2• tii• ••• •• 0U7 5 3 ••• •• • •• ••:••• 2 1/4" 0-20 x 1 1/2" S.S.M.S. 2 NYLON SCREW HEAD •0 :•; •• • •• * W/ 7/8"0 x 3/32" WINGNUT. ••• •• * SE%1?0&•8•FPR lHY Lcae@. • O HV "T" LOCK (OUTSIDE) ® 1/4" 0-20 x 1" S.S.M.S. >k 'r L&t,•AH SHEET 5 W/1/4"O x 5/8" RIVNUT t. HV "T" LOCK (OUTSIDE) t SERIES 9444 ALUMINUM 1 1Vv* (2024-T3 ALLOT)LARGE FLANGE THIN SHEET NUTSERT,FART 9 0820, AS MANUFACTURED BY AVDEL CHERRY TEXTORN.PARSPPENY.NEW JERSEY 07084 OR EQUAL �pT1pNINHNFyu FLORIDA BUILDING CODE(High Velocity Hurricone Zona `a4�•�,•,•••••••., @ 2012 EASTERN METAL SUPPLY.INC. .Q;• smEs MAXIMUM IMPACT HV4 HV2 ODDarRS z ACCORDION SHUTTER meil�C eo Bia Ptoside J .��.�3� . (ASSA 1 28) V B1- OR 8 H.V .MADE PcccPten4o -O 'ZQ.o$ r (!1` 4. TRATESTING & ENGINEERING COMPANY 7485 WEST 2 COURT N rwe sown FILL 201 .s1 OP.•'wC�4�` sass x67.M.9L.9a.sos.MONO owas.no=able t an 14--W4 /o1/i DATE: 96/01/15 •.......•�Caa`��i` Flans:(3m)671-1530.Fox;(3os)ul-1531 HWLFAH, FL 33014 3 DRAWING No SSi0NA1 �� E13-0008719NNFNNTNNN WALTER A.MLUT Jr.P.E PH (305) 823-2323 FAX (_310 5)828-7978 15 F55 MIAMI-DADE COUNTY P.E. SEAL/SIGNATURE/DATE FLORA M 1 44167 e SEE END W TT CONNEMION DMILS ON SHEETS 11 & 20 oUT I F—IN Ir�EX�TING«Ass INSTALLATION n HV BLADE � W- .i HD CENTERMATES 1 a SEE PND WALL CONNECTION s •p+pea®.p+®•. DETAILS ON SHEETS I I &20- - --- -----------�E7tlSTQ16 GLASS ------ ( 2•.Yal/8'a0•-2• TA?�N ro /10.s/a•sss o t2• wnN. AWKIN (4) H.v. (OP—) 4 (OPlnONAL) Ck FEi 2•S.MS OA TO CLASS PINS TYP. .B, I (SE SO t ) FIN (4) H.v. t4l AMML.Gtr) 12 a 1/2• PINS (TYP.) -XI • • 5 (I� • •i• •• •••• •••••• 20 31 oR 2 3 31 oR®2 31 oR 2 35 31 OR3�2 •• •• •• ••••• DA—HYA 4 35* HDB—HVB (�TONA*`) VI — V ( J OUT SYMMETRICAL HD CENTERMATES SYMMETRICAL HD CENTERMATES • • �•••� •••••• W LOCK (INTERIOR) •• •• WZ LOCK (EXTER10q) OR ea 6 + 7 ®a"�•�«' ••• •• • •• •••••• � !� +®ae®. 8 8 •®eR ••• •• • REE NOTES A LOCKUP RODS®&HD LOCKS ON SHEEP 5 • UNIVERSAL FLOATING BLADE®DETAIL HDD-HVD IS --'-" -- ----_.—.-._._.--_ _-- VALID FOR ALL CENTERMATES APPLICATIONS WITH BLADE 0 3 oc ��Nut111NTp�y HDD—HVD** FLORIDA BUILDING CODE(High Velocity Hurricone Zone ,�Cii••. �' y ®2012 EASTERN METAL SUPPLY.INC. ,•.•,.... V y SHUTTER=1CH. MAXIMUM IMPACT HVII HV2 I � PRODUCT RBVISBp �t ACCORDION SHUTTER �w taaswi018bE1eMdp *i 2 UZR abutter 1 tdM0gCab �.o� •*m E C O I N e. (Ansa $ 2s) w OR W/O H.V. H.V. AaapprauNo 0 2 Daps Z•/� �:, F TILLIT TESTING &ENGINEERING COMPANY 7485 WEST 2 COURT REV.Ito DISCRI14m Dm Dra.a FR.L py yi�'�'• pR10a . fir. a�aae SL.W 3M VSMw WOM RAM 331HIaLEAN. FL 33014 p OLD ta-aoa /o1/t DATE os o1/ts a-WAM one000"caa y DRAWING No N,.oil q� WLIM�T4,,P.I- PH (30S) 823-2323 FAX (3O5) 828-7878 a 15-155 MIAMI-DADS COUNTY P.E. SEAL/SIGNATURE/DATE FLOWA Lk.1 441676 SHEET POURED CONCRETE OR P CONCRETE POURED CONCRETE URED CONCRETE CONCRETE BLACK WALL OR CONCRETE OR CONCRETE OR CONCRETE REQUIRED BLM WALL REQUIRED BLOCK WALL REWIRED BLACK WALL REQUIRED �EXISTING CLASS EXISTING GLASS 2. E%951'I4Q GLASS E ANCHOREXISTING GLASS ®t5.O.C. Y MIPL � � $TO GIE SHEETaarL SEPAWQm km sBvjtkTm To MASS(SEE 12 FOR BLADE 0AND 70 MASS(SEE EQ EQ 10 MASS(SEE AND 1 EM AND 1/1x•.3•MAX. 0&� 12 FOR WO®ANDSC LOCATE ar N 2B (eos3-re)CONF. f0R 1 SCHEDULE _ oN sKEEr 2e of ) PLATE.L (LOCATE 1/2 1 \ LZAnEs®&1B1 t/2' / BADMO 1/2•AIN. OF v' I 4.I1SE 1'OR 2•MAX. @10:1/2•sMs. g1O,t/2•S.M.S _---- (AS APPUCAMX)x2•x1/B•xo'-2• _—_-- ® 1$•O.C. - ®1(Y OZ. _-- _ ALUMINUM CLIP ANGLE l 4 \ (8083-T6 ALLOY)AT MIOHaGHT 4 (1)#10X1/2'S.M.S.TO@& (2)t/e•o TAPCONS ANCHORS TO WALL AT I"O.C.(LOCATE AT $ OR ®' SIE oErAa x FOR �co�� jORM LmRER SM of®) OR (W SIDE CONNECTION OR TO TRACKS - 0-&Q) 8 .� SEE DETAIL X F • ••f• 0-0.0 8 •0a TO TRACKS a a 8• 8 •®� � TO�TRACKS 3. 4 48.0. �.�a�•®m • o.�.®.�.® ® �.q�.®®a�®® o ®•�•® e •• .END CONNECTIOd:DES'AIL 1U E.ND _CONNECTION DETAIL 2Q END....CONNECTION DETAILQ .END CONNECTION DETAIL • i RMUM ONLY FOR SPINS GREATER THAN 12'-0• 000 •• • •• •• POURED coNc7�rE OR 4 • • • • • CONCRETE BLOCK WALL EXISTING 06160 • •• ••••f• �E7tlSIDtO GLASS REWLRID �cinss 4 • ----- ---r --uj—� :00 • • • •f•• TO WISS(`EE - 7@ OR( �OR •• SDMXILE ON SHEET t ®� • • • 000060 12 FOR BLADE Q)- 1/2y taN. eN FOR 28 A --- - --- --------ON SHEET 28 ANCHOR® _ •:• • CON ••••f• BLADES(D& 12.0.0. 5 01 (D& 4 —-- ---- ©°R®�®�� • }6•• 4 ••f2•MIN. --_—_ 2,MM •&LtWG%EET�B FOR ®O W� @ -S]i!i_!. 5 OR � OR & ®°"®'7 8 .0a PLAN DETAIL CONCRETEPOURED X OR ® a© ®�•® ��®4®• �� Mn CONCRETE BLOCK WALL �. a 8 a a ©•O,�©• •®a REWIRED l"'��©``�•O•®!O:®a •�®•®^V•®a 1HV BLADE • WINDOWBLADE END CONNECTION DETAIL 5 ®•®w®!•��•®p la ®•�®•®�•® CON C O® ®• •® g FLORIDA BUILDING CODE Hi h Velocity Hurricene Zone ✓'y., 0 2012 FASTM METAL SKY.M ''VCENSF•.,�yy (/�� MCH. nm MAXIMUM IMPACT HV1 HV2 SilL1TTER wRnittotneStaA IT .* (ASSA#28) H.V.B1 kM 41 Wl OR WJQ U v »moo gY O / tkOf 4Q 711 LIT TESTING do ENGINEERING COMPANY 7485 WEST 2 COURT' mv.Ne PTta+ wtc Dram F.RL ' 20! 4 ,�•, pP,.� s 1 O D 14-Doe /Ot 1 DATE og/o1 1B OF � 7 y OR1 a eue N9.3ItA.81..Lka 2oa �c+s.ttmaoA ATL / �'aay/ANALti ��`� wwae;(30WI-1570.I=:(305071-t531 HIALEAH, FL 33014 a DRAWING No s-ma[t tmm MIl1nH1d111`� WN.TEREAA TUN Jr.P.E PH (305) 823-2323 FAX (305)828-7978 4 15-155 MIAMI-DADE COUNTY P.E. SEAT:/SIGNATURE/DATE �01°D"�'B 4+157 a SHEET SCHEDULE All SCHEDULE2IEDULE B3 MAXIMUM SHUTTER SPAN*L+" OR "L-- (ft.) MAXIMUM SHUTTER SPAN* MUM SHUTTER SPAN*"L+- *ft47ES: 4 SEPARATION TO LASS REQUIREMENTS FOR INSTALLATIONS W/ "L+" OR "L--' (ft.) FOR `L-" (ft.) INSTALLATIONS (1)L+:MA%IMUM ALLOWABLE SPAN FOR A GIVEN (1)SEE BELOW FOR MINNUM SEPARATION TO ® &®or or W ONE INSTALLATIONS W/ W/ POSITIVE A.S.D.DESIGN LOAD. GLASS SCHEDULE FOR SHUTTERS INSTALLED WITHIN HV LOCK or Of Or HD LOCK�W/ & & W/ TWO OR AS0 �ALLOWABLE LOAD. SPAN FOR A ON"NEGATIVE THE FIRST 30'-0"ELEVATION OF BUILDING NO LOCKI RO ® CEPITERMATES & ONE HV LOCK OR OR LOCK OR 0 MEASURED AT BOTTOM OF SHUTTER. W/ ONE W LOCK OCKING RODS W TOP/BOTTO (2)MINIMUM SEPARATION TO CLASS FOR SHUTTERS ®W/TWO LOCKING RODS OR W/ NO OCKING (2)PROCEDURE TO DETERMINE MAXNUM SPAN FOR ®TOP & BOTTOM ♦(SEE NOTE t) RODS •(SEE NOTE t) / ONE HV LOCK®OR® WALL MOUNTNGS OR FLOOR/CEILING: INSTALLED ABOVE 30'-0"ELEVATION OF BUILDING, ♦ SEE NOTE 1' GIVEN A POSITIVE A.S.D.DESIGN LOAD,DETERMINE MEASURED AT BOTTOM OF SHUTTER IS 3". CONCRETE&WPW CONCRETE&R'000 MMM"SPAN•L+•FROM SCHEDULE. Mro CONCRETE&ROW INSTALLATIONS 0 NSTALIATIONS 0 WSTN,IATIONS 0 GIVEN A NEGATIVE A.S.D.DESIGN LOAD,DETERMINE AIW ca ttAtmwGT FA30.OMWWL MNOS wn ta.+a T,mR/ l MAXIMUM SPAN`L-'FROM SCHEDULE. M Lm(. <t o - WALL MOUNTING fa� Lao & MINIMUMCFaARRON TO GLASS c[tcDLtt P F1.00R/CEAINO MaRt1IN03 FINAL MUM ALLOWABLE SPAN IS EQUAL TO THE SHUTTER w/ONE LOCANT IWTT1M LOCKING ROns L+ L- L• L- Lt IQ L- L+ IN L-(R) MINMUM DETERM[NED SPAN BETWEEN R+'AND'L-. 30 13- le-0l 17-12' f -0` 30 12'-3- le-91 30 t3-t` 16'77 SHUTTER MSTALLATION W/ RMALLATION W/ 35 12'-8' 14•-10' 72'-8' 14'-10' 35 tt'-9• 13'_8" 35 12'-Y 15'-7" (3)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR C01BJATXrS IN BETWEEN WALL W/FLWR/CE8NG -3 CENTERMATES C40 12'-3' 13'-10- 12-3" 25Z MOUNTINGS: 1W 45 11'-11• 13•-1• 45 }t'-i` 12'-0' 45 ,1•-9' 14'-3` FOq A GIVEN POSITIVE ASD.DESIGNLOAD: g 3 5/18'4 OR 4• 11'-Y i -S 1'-Y 12'-S• 50 10'-9" 11•-8• 50 11•-8" 13'-7" SNE: SS I 10'-8• t0•-11" 55 11'-3' 12'-11• LG+-MAX.SPAN FOR WALL MOUNTING;INSTALLATIONS. 3 7/8e GO • •lht" ,1'-4" 11•-4• 11'-4` 00 10'-3" 10'-5• 60 11'-0• 12'-4" L2+e MAIL SPAN FOR FLOOR/CEIUNG MOUNTING 10'- 10'-T 10'-10' 8b 10'-0` 1C-0" $S 10'-9' t1•_t1" � S USE 2 1 Y FOR HD LINK_®i aR t.®, • • USE VALUES FOR Tiv ••• •• 7o G-6• ,a •-2• 10•-6` 70 e'-8• 91-5• 70 1cf-7" 11'-5" FOR A GIVEN NEGATIVE ASD.OEM LOAD: • • 75 to•-•' lw-1• 9*10• ,0•-1• 75 9'-4" 91-4' 75 10'-a' t,-,' DETERMINE: MINIMUM MAMMON TO G1 ASS ST HFGY L•• 9'—e' s'-Y 9•-10• 80 9'-O" 9•-0- aro to'—o" so•-9' LG—=MAX.SPAN FOR WALL MOUNTING NSTALIATNONS. - R - SHUTTER w/GNF LOTxc TING LOCMNG RODS OR ••• •• L2-=MAX.SAN FOR FTAOR/cmNc MOUNTING WITH ONLv�iwo Leis • 8S 9' • 9' 3' 8'-8' 8S 8'-9" 8'-9' 85 8'-9' 10'-5' INSTALLATIONS. • 90 • 9'-3' 9'-!'r• .0w 9•-3• s0 8'-8' 8'-0• 90 9•-5" 10'-1• • FINAL MAXIMUM ALLOWABLE SPAN S EQUAL TO THE SHUTTER INSTALLATION W/ INSTALLATION W/ 95 0-0 Sl� ' 9"-0• 95 8'-3' .8•-3• 95 9'-2- 91-10' 0004 •• too _ 8' 8'-9" 100 8'-1" 8'-t' 100 9'-0' 9•-Y CENTERMATES MINIMUM BETWEEN 1t+'.12+•.'LG-"AND AL2-- SPAN CES •• •• 1D5 8►•' 4` 8'-4• 105 T-11• T-11• 105 W-9' 91-4• (4)00 TO ANCHOR SCHEDULE WITH FINAL OMMUM 105, • 110 8' ' 7'-11• 110 7'-8• 7•-7• Ito 8'-7• 9'-2' ALLOWABLE SPAN AND NEGATIVE ASM.DESIGN LOAD lD OR LESS 2 3/4" •• •• DETERMINE MAXIMUM ANCHOR SPACING. 3 1/4•••• 3,/a• 115 - • 7•-Y 115 r—s• r-3` 115 8•-4• W—n• >7��o MAX. • • 120 8'-r' 0- Y-4- 120 7'-4" 8'-11' 720 8'-2• 5--9' 000 •• •• 125 Y-10' - 7'-0' 125 7'-3• 8'-8' 125 8'-0' g-S" ,LSE 2 15/18•FOT W Y LA{ W• • 0 MAXIMUM SHUTTER SPAN "L+•at"L-`Fat130 7•-8" 8- 7-8" 8'-9' 130 7'-1' 8'-5' 130 7'-10' 8•-1• INSTALLATIONS INTO WOOD SHALL BE LIMITED TO 103 USE 4 1/8"FOR HY•T'LACK i�0 W/® ••• •• t35• •A•-7' 8'-!ti• 0*4• 8•-8• 135 6'-„• 8'-2` 135 7'-9• Y-1Y pd.A.S.D.DESIGN LOAD. USE INDICATED VALUES FOR FIV TES. • 140 7' S'-1' 7•-3' 8'-3" 140 W-10" 5'-11" 140 7'-7* 7'-8' • • 144 7- 5'-o" {" 8'-0' 144 81-8' 8'-9' 144 7'-5' 7'-3' INSTALLATION LEGEND *00 •• 150 4•OA-2" W-7'• 70-V S•-Id" 150 8'-7' 8'-7' 150 7•-4• 71-0` 'r' FIN. CORNER CENTERMATE 03 MAY BE CONCRETE&MANM � 1SS 7' S'-8' g-10` S'-B" TSS W-8• 5'-5' 154 7'-2" 8'-9` USED AT ALL MOUNTING INSTALLATIONS.LOCKING 180 8'-11' 5'-2' 81-9• S'-6' 160 8'-5" 5'-2' 180 7'-1• 8'-Y SPEaFICATIONS SHALL BE AS N0=70 ON R. 184 8'-10' S'-1' 8'-8' S'-4` 165 8'-3" W-i' 185 7'-0• 8'-4' MANDATORY CONDITION �2 NOTE�S.SHEET S' MOUNTING WALL A. 8,C. 0, E. M,N.0,$P. f, K& L. 170 81-9• a-11" 6'-7' S'-2' 170 6'-2' 4'-11" 170 W-11- W-Y 175 8•-7' 4'-8' 81-S• 51-0` 175 e1-1• 4•-9' 175 B•-9• 8•-0' FLOOR/CERING G, H, I &J. T. U.W& X. MOUNTING 180 8'-8" 4'-8' 8'-4` 4•-10• too 8'-O• 4'-8' 180 8'-8• 5'-10' 184 8'-S' 4'-8' 8'-3' 4•-9• 185 5'-„ 6•• 4'- 185 ,9D 6'-4• 4'_ --6'_2- 4•_Y ISO 5'_, 4'_5• 190 IM'_6• 5'_6• CAH V BLADE 0 N LY 195 8'-3' 4 5• '-3• 8'-1' 4'-S' 193 -9' 4'-3` 195 6'-5' S'-S' 2W 6'-2" V-2` 8•-0• 4'-5` 2W W-9' 4'-2• 200 8'-4- los 6'-0' a'-1• 6'-0' a-3• laslas 6-3" 5-1- FLORIDA BUILDING CODE(High Velocity Hurricane (Zone ar ;\C�N�E AM'�,, 0 2012 EASTERN METAL SUPPLY,NO \• MAXIMUM IMPACT HV1 HV2 MMTTER-T�C}t.>s>rc ACCORDION SHUTTER 77707EC70ipp. STM HV AocardimSamuar678tem GG1+xanptYinBrvhtttlppTpl{dq •k: _ (ASSA 6 26) it W1 OR WJQ KV.WNM am&H.Y.MM A S1t• DESptlPRON OW Vro . F.R.L. Att'o�e NS-0(,Z p3 'O: TILUt TESTING & ENOINEERING COMPANY "f! Fl OP••: 7488 WEST 2 tX)URI 1 otn 14-004 /ot/t DATE oe/Ot/is ?-17Q•., 0p1 \ yl esss nw. .M. 355M2Sm:(3M.I-153 331 81 PEoGw:(305)871-15n.Fax:t3o5)a71-1x31 NU1EEAt1. F7.33014 2 DRAWING No �'��SlONA4 aa��' - MRgtt11NIN" WALttAFO�A IAUf Jr.P.E PH (.305) M-2323 FAX (2305) 825-7979 4 15-155 n0R70A Lx MIAMI-DARE COUNTY P.E. 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TILUT TESTING ENGINEERING COMPANY 7485 WEST 2 COIJRT marapoap9�•Tpaaapo�napovaaa�papoppa�p�earapanOm000aaaa 1 mprrrropp�m�pvpppp0opppppp ooaappppopppapppoomooaoo mQoptsaoomaapaoapmpooaopOmppaapopc•oppaoopomnoaaoa � • • _• _ �mpQQaaop m�saapppa maopopap opao apoa wapppOva 000paa as mooAaapam•appoopampppp0000papoppa[�paappopnr�©oAaaa • , • mo©popoo mppoovo�o m000000o mao]a]aaoo ean00000a oom00000 *SPECIFlCATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES (e¢E MOUNTINGS S 0,&M am SHM 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS- FOR=OONCRk7E (!L) To EXISRNO POURED ooNTCREHE:(MM.re.s keQ XOO (g)WALL SILL MOUNTING ©CEILING MOUNTING ©RDW MOUNTING -1/4'0 TAPCON WITH ADVRFDED TIH�FAISOMI 7EMOMLOGY ANCHORS,AS MANUFACTIM BY I.T.W..W.SLILDEX.(Min.re=3 WO i P AS0.DESIGN NEDAM Cost) AS4mkA -1/4.0 x 3/4•ALL POINTS SDLD-SET ANCHORS,AS DISTRIBUTE!)BY ALL POINTS SCREW.BOLT&SPECIALTY COMPANY.(Mtn.1'0-3� - 1/40 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC.(MIO.PC-2 kat) 30 4o eo 78 No 120 leo 30 40 60 78 NO 120 160 30 40 60 90 120 160 2013THRE40FORM TECHNOLOGY 1 4'6 TAPPER+ANCRORS AS 146"ACTURED BY POWERS FAS704M INC.,AND DMMM BY ALL POINTS SCREW,BOLT&SPEOA0Y TAPCON WITH 14 11019 8 1 8 6 14 12 9 _ ANY OR ANY OTHER APPROM LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 3-0• - - - - - - - - - - - -I-I-I-I- 14 12 1 9 B 8 8 8 ALL POINTS�U0- T (MbL 1'4-3 kat) OR LEN 14 12 f0 8 8 8 6 8 14 12 10 9 8 8 8 8 14 12 1 9 8 8 6 8 BLUE TRP W/CAP NOTES: 14 12 10 8 6 8 B 7 14 12 10 0 18 1 8 1 8 1 8 14 12 10 IV B 1 8 8 8 TAPPER+ At)MINIMUM EMBEDMENT INTO POOLED CONCRETE OF TAPCON WITH ADVANCED THRFADFptM TECHNOLOGY ANOORR AND TAPPER+ANCHORS IS 14 2 10 8 7 bA 33 14 12 10 9 e 8 B 8 14 12 1 8 8 B B 6 1 3/4•,AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/Y. ,N•_D• - - - - - - - - - - - - - - - 14 12 10 9 B B 6 53 14 12 108 8 8 8 4 14 12 10 9 B 18 1 8 14A 14 12 1 9 8 8 4 3,5 A.2)MNMUM E> ENr OF 1/4'0 x 3/4'ALL POINTS SOLID-S£Y ANCHORS OVAL BE 7/6'INTO THE POUND CONCRETE NO EMBECmENf 14 12 10 9 8 8 8 4A 14 12 10 9 8 8 B Sb 14 12 10 9 8 B 8 4A INTO STUCCO SHALL BE PERMITTED.1/4'0-20 SS.MACHINE SCREW USED SHALL BE 1 1/2'LOG MINIMUM SHOULD STUCCO EXIST,AND 14 12 10 B 7.5 S.5 33 - iL 12 10 B 8 8 8 8 I4 12 to 9 8 7 8A 4 4�LLCNIVp9�q�O'UIIE FOR 1'MINIMUM FOR WALLS WITH NO STUCCO. 14 12 10 0 8 8 S 4A • `'- &�1ffi 14 12 10 9 8 7 4 - 14 1 10 9 8 04 8 3A 14 12 1 8 BA 6 3A 3 CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS'PAVERS OR ANY VENEER BE FOUND ON THE MISTING WALL OR FLOOR, 14 12 IO 9 8 7A 43 - 14 112,10 9 8 8 8 43 14 12 10 9 8 8 4A ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BOW SAID�-DISHES•ANCHORAGE SHALL BE AS INDICATED ON 14 12 9.517.5 83 43 - - 14 f2 f0 9 8 7A 8A 4 14 12 f 0 8 8 4A bb NOTES 0.f)&A,2)ABOVE.FOR INSULLMIONS ON VINYL SIDING OR EFS WITH OR WITHOUT MEW'STU86 CONSULT THIS ENOWER'FOR _ EL INTO EIFS WITH METAL STUDS SEE SHEET 284 B•-0• - - - - - - - - - - - - 114112 1 0 8 6.5 5 SA 14 12 10 9 74 5A 3 - 14 12110 8A 7 5.5 4 3 14 12 8 65 BA 4 3 - (B) M BMW CONCRETE BLOCK(ASTM CC_90) 14 12 10 9 8 6 - - 14 12110 B 8 66 5 1,75114 12 1 83 8 5 4 - - 1/40 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUMDETC. 14 12 8 6A 5.6 3 - - 14 12 IO B 8 63 43 SA 14 12 8 7 5 3.5 b - 1/4"0 x 3/4'ALL POINTS SOLID-SET ANCFIORS,AS DISTRIBUTED BY ALL POINTS SCHEN.BOLT&SPECIALTY COMPANY. p_O• - - - - - - - - - - - - - - - 14 t2 10 9 7A as 4 S -1/4"0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED NT FLO M FASTENERS DIRECT,INC. 14 10 8A 4 - - is 1219 7A 8 4.5 3A - 14 10.5 7 SO 4A 36 - - -1/40 TAPPER+ANCHORS AS MANUFACTURED BY FASTENERS,INC.AND OSTRIBUIED BY ALL POINTS WtETY,BOLT&SPECW.TY 14 A 15 7 4 - - 14 12110 9 7A SA 4 - 14 12 7 73 43 - - COMPANY OR AW DIM APPROVED LICENSED OR AVT ORM VENDOR REGISTERED WAR THE AMERICAN SHUTTER SYSTEMS ASSOCUTWN,INC. • • 14 11 • 43 - -0 - 12 10 9 7 0.b 4 - 14 12 9 8 4A 3 - ••• - .0 _ It - - _ _ _ - 14 12 8 8.5 5 35 - NOTM. • 0• 14 12 8A 7 3 - 14 89 B 6.8 OA { 3 - 2.0 8.5 8 6 4 3 - - ELI)WOW EMBEDMENT INTO CONCRETE SIM OF BLUE TAP W/CM ANCHORS AND TAPPER+ANCHORS IS 1 1/4•AND TAPCON WITH 14 8 - - - 14 12 9.6 8 BA 5 - - 14 12 8 SA 4 •� - ADVANCED THREADFOIMd TECHNOLOGY ASS IS 1'. ••• 13 a BA 5 - 14 10 8 6A 6 - - t4 1 5 5 4 - • - - - 14 12 A 7 SA 4 - - B.2)LOOM EMSEDMENT OF t/40 x 3/4'ALL PONS SOLD-SEr ANCHORS SHALL.BE ENTIRILY EMBEDDED INTO THE CONCRETE BLOCK.NO • 8'-D` 4 f1A 8 4 - 7 5.0 6 34 - - 11 8 aA 43 3A - EMBEDMENT INTO STUCCO SHALL BE PERMITTED.1/4'0-20 S.S.MACHINE SCREW USED SHALL�1 1/2•LONG MWMUN MOULD STUCCO • 14 12 5.6 4.5 - - 14 12 SA 7 6.5 4 - - 14 10.6 7 S.6 8 4A - �T•AND I•MINIMUM FOR WALLS WITH CO STUCCO. ••• to 4 - 1 8 7 8 4A - - 14 11 7 83 4.8 33 - - •• •'-D• _ _ _ _ _ _ _ _ _ _ _ .. 14 12 IN CASE IM PRECAST SOM PRECAST CONCRETE PANEIA PAMRS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR RD= 8 6 5 4 - ANCHORS SHALL BE LONG BMW TO REACH THE MAIL STRUCTURE BEHIND�FSHSHE!k ANCHORAGE SHAM BE AS INDICATED ON • 14 1 . - - ab 6 4 3 - - 2. 7A 0 4 3 ^ - - NOSES IL1 &B3JAIOVE.FOR INSTALLATIONS ON VINYL SIDING OR EFS WON OR WITHOUT METAL.STUDS C ONKL.T THIS ENOHEEIL •• 14 it 7A BA - - - - 4 113 8 8 6 4 - - 2A BA 8 6 4 4 - - FOR EFS ON METAL SN0.4 SEE AITE'T,� LOA 8 8A 5A 4 - 13 10 5 4 3 ••• 1 t-0.12.592 3 9A S - _ - - - 2 8 8 43 4 3 - - 8 7 43 3.5135 _ - (c) ANCHORS SHALL 8E eNS mw FOLLOWING ALL OF THE RmmaffFIDARONS AND SPwrARONS OF THEA moms MANUFACTURER. • 14 10 - - - 7 SA 4A - - - 1A$4 1" 4A 75 - - - (D) SEE SC EOULE V FOR EDGE DISTANCE(E.D.)VE VS SPACIA RELATIONSHIP FOR ANCHORS. 8.5 7 4A - t4 1 3 8 a - - 12 B 8 43 4 - ••• %t-or - • - - - - - - - - - 13 10 6A 5 4 - - - )DANCE VERSUS 59AdN0 SCHEDULE FOR ANCHO�s • 11.E 68 416 -0- - - - it 8 I 5A 4 33 - - - 8 6 4 3 - MAXA M ANCHOR SPACING',, ARE VALID FOR EDGE DISTANCES 44XGTFD BELOW,FOR E D.LESS THAN THE IND&kTFD,REDUCE • 33 • • - - .0 - 8.5 63 6 4 - - 0A 8 S 4 - _ _ - ANCHOR SPACCNO BY MULTIPLYING SPACM SHORN ON SCHMIKE BY THE FOLLOWING FACTORS. • 8 BA - - -0 •• 14 7 83 4A - - 11 83 43 33 - _ _ REDUCED SPAt'PT8 OaTAIJEO 1 N0 fACTOR SHAD.FAT BE LESS THAN MID801 IINOCATED FIAT FACT ENCU TYPE. ••• i3,-0• - _ • - - 4r - - - - - - 12 9 e as a - - - FACTOR 103 - - - - - 10 7A 8 4 3 - - - 7A SA 4 3 - - - - ACTUAL F2.3 - - - i2 9 6 43 a - - 9A 7 5 4 - - - W/A01T9MRNlAIV l ALL POINT SMZ SET MR PACING RI UE TAP W/RAP TAPPER+ ■ - - - - - - f 9A &5 5 - - - - oA 7A 4 - - - - DIOTANCE MR lomm 14'-0' - - - - - - - - - - - - If 88 43 - - - E.0. 3' 4' VIII.SPAIN O=3 I/2' MLN.SPACING-3' 3 3/4' 4' t0 .5 - _ _ _ _ _ 9 7 4A 3A - - - - 7 6 33 3 - _ _ _ FOURID OONOLIE a01MIEE am POIOED CANCREIE POURED & P00LD Cmam CONOEIE BLOCK it 8 5.13 43 - - - - 0 83 4 URL M-3 1/Y IOL FA•2 1/2• CONCIffIEMIL 3Iff 81DCIC COMCREIE.OyOCK MOL M-31/2•VIN E0..2 1 - - - 1 8 8 - - - 9A 4 _ _ _ _ - 0.80 1.0 0.78 1D 0.84 1.0 _ &8 - - - - - 2 1 0.81 1.0 - - 0.87 1.0 as 6 a - e 4 - 1N UNISON ♦ 2• M71 - ost - - - - - A - - - - - e 3/4` - - - 0.43 18'-0• - - - - - - - - - i - - - _- -_ T 1 0.35 - 9bIZL - - FLORIDA BUILDING CODE(Nigh Velocity Hurricone Zone' ``��(,•,.•••••• •✓9�i�y ®2012 E4SI4EIII METAL SUPKY.INC. ENS, '•• en- CIL>I» MAXIMUM IMPACT HY1 HV2 5xtrrr ACCORDION SHUTTER PRODt1CFRBV186P IL E C O (INC. IIIHRTF 4 A5[61 OuBLuNaby9tem At Bx9lhraoWOdde *.• ,/� (OSSA g 26) Y. 1 Y BLADE&H NO 14yDESCRIPTION GATE pram . F.RL AlxxptaoceNo - 'L 03' % $AT •ar TICCIT TESTI & ENGINEERING COMPANY 7483 WEST 2 COURT 1>Oto 20 r/ /�'•. F QP:\C�.` 8515' N.W.350.9T,.SW 30%Vattxm OARDM rto1M 33IN 1 OLD 14-1304 /01/1 DATE: 08 07/15 py U�l� Ptmm:(305 71-1330.Fm::(305)871-1531 tDA(FN'I. fL 33014 2 DRAWING No Mtmd 8IONA�' .a�a e-ES-vitwcftl�0 719 s Hk/NNHHLIN WALIER A.TI UT,p.P.E. PH (305) 823-2323 FAX (305}828-7979 4 5" 5J MIAMI-DADE COUNTY P.E. SISI/SIGNATURE/DATE FLORIDA Ic.s"157 6 SHEET 514 OF 28 4?• r .I Sc lig .::. :a. c «.!3:1 a.4.J� . .,�.i.11.r l!• ,..c3+: h�.. :a[ .'f,:, cl'.h yin mc�u�aovor�mmmmim��:aar�r�wQaat��euuv�aFavri ••� [L1®13KZEE m"El. 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(ASSA 0 26) WN I ild"a 71 a Lk wi v 51 T TIWT TESTING & ENGINEERING COMPANY 7774777�111F=7111111 sm N.."Mm stSt. vow" 7485 WEST 2 Cowl HWM, FIL 33014 PH (W5) 823-2323 FAX (305) 826-7979 WEMUEM MIAMI-DADE COUNTY MAXIMUM ANCHOR+ SPAS (in) SCHEDULE BORA LIVEN MAX SyIETER SPAN_ NEGATIVE A.S.D. DESIGN LOAD AND A CORRESPObIDING MOUbMNIG TYPE (SEE MOUNTINGS ON SHEETS 18 & 19) !E3 L__J B 'S�3 T F ;�',A T 1= SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FtR SOUTH 1/2" MIN. CDX MAXIMUM DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.38 PLYWOOD SPAN WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEIUNG MOUNT T WALL MOUNTINGS (ft) M, N, 0 & R w FLOOR MOUNTINGS x M. N, 0 & R FLOOR MOUAfIINGS M, N, 0 & R FLOOR MOUNTINGS P & Q WRAM & w & x w & x ASD.DESRGI LOAD Od VMTM ASD.DEMI LOAD AS,0.OEM LOM W 93M ASD.DESRR LOAD MI"0 DESIGN LOAD ASD.DMIGN i.OAU THE AS.D.DESIWi LOAD(11 30 40 60 75 90 05 30 40 60 75 80 105 30 40 80 75 80 105 30 40 60 75 80 105 30 40 60 75 90 105 30 40 80 75 80 105 30 40 60 75 80 1051 -O'OR LESS 12 10 1101 9 8 8 8 16 1 6 6 6 5 12 10 10 9 8 8 6 6 8112 4 12 10 10 9 8 8 6 8 8 4.5 4 3 6 5 4 4 4 3 4'-W 12 10 10 8 8 8 6 6 8 5 4.5 4 1210 10 9 8 8 6 8 5.5 3 12.10 10 9 8 8 8 8 4.535 3 2.5 6 5 4 4 4 3 5. " 12 101101 8 8 8 6 6 5 4 3.5 3 12 10 10 8 8 8 6 6 4.52.5 12 10 10 8 8 7 6 5.513.513 2 2 B 5 4 4 4 3 • •46'-0" 12 10 10 9 8 6.5 6 6 4.5 3.5 3 ,5 12 10 10 9 8 4.5 6 5.5 3.5 2 12 10 10 9 B 3 8 4.513 2 2 -- B 5 4 4 .5 - • !0" 10 10 8 6.5 4 8 5.5 4 3 2.5 2 12 10 10 8 4.5 3 6 5 3 - 12 10 10 7 3 - 5 4 2.5 2 - - 6 5 4 4 - ••• •• • 8'-O" y2 60 lel 7.5 4.5 3 6 5 3 2.5 2 2 12 10 10 5.5 3 - 5.5 4 2.5 - 12 10 10 4 - - 4.5 3 2 - - - 6 5 4 - - • • _0• 1 10 1 5 3.5 - 6 4.5 3 2 2 - 12 10 8.5 4 - 5 3.5 2.5 - 12 10 4 5 - - 4 3 2 - - - 6 5 3.5 - 0:40114119 • 106-0" ie 10 76 4 - 5 4 2.5 2 - - 12 10 5.5 3 - - 4.5 3 2 - 12 10 3 - - 3.5 2.5 - - - 6 5 • 11'-0' - - - 5 3.5 2 - - - 12 10 4 - - - 4 3 2 - 12 10 - - - - 3 5 - - 6 5 - - - - • 12'-0" f2 10 4.5 - - - 4.5 3 2 - - - 12 10 3 - - 3.5 2.5 - - 12 10 - - - 3 2 - - 8 5 ••• •• • 1 -0" - - - 4 3 - - - 12 10 - - - - 3.52.5 - - 12 7 - - - - 25 2 - - - - 8 4 - - - • - - - •• •• • 0" q ♦ - -f-- 4 3 - - - 12 7 - - - 3 2 - - 12 5 - - - - 2.5 2 - - 6 3 - •• •• 1 ' 0' 1 - - - - . - - 2 - - - - - 3 - - - 1.5 - - -• • •f8y 0" 3 - - - - - 12 - - - - 2.5 - - - 11 - - - j- - 12 - - • • 8 - - - - - •• • - - • • + NOTES ONSANCW" REQUIREMENTS: WOOD SUBSTRe •o• •• •i mcxom lb%Ze Rft OR SOLID WOOD sc*w SHALL eE As mom. .:. .. • •• '*w sEGGON N &19. 1 _ HV BLADE OR 1 HV BLADE W/ .• •_ VPft • HV WINDOW BLADE WORKING IN UNISON • ••p,AAG SCIR TO HOLLOW CERING SHALL BE A8 PER MOUNTING TYPE U.SHEEP t9 AND SHALL CON9FST IAO SCdlEMHS AS PER ND.S.2012 1IDRS. , 3.SUBSTMTE SHAU.CONSIST OF THE FOLL01101M. ♦SEE U1yIm1ATNONS�'USE OF -DOUGLAPoi PINE No.1 W/ .D.S.) (NDS) 8=TON SL SS -DOUGLAS PIR W/G+"0.80(N.D.SJ l'^1 -SFRUM PWE F9t ROM W/G"0.43(NAL) -smm PRE Fm Sam W/0.0.35 OLDS.) -MR.1/2"CDX PLYWOOD(1886 APA) 4.ANGELES SHALL BE RWALLM FOLIDMING ALL OF THE lEOONACUM71ON3 MID SAD FICA1pNS OF TFE ANCHWS pleuu FLORIDA BUILDING CODE(High Velocity Humcone Zone '.\QENSF•t/9•,.� ®2012 FASTIRN METAL SUPPLY.RIO. V�CRIS>Ett1TTER• C>K4 trtC. zne�trcrttev1s13 MAXIMUM IMPACT HV1 HY2 r ACCORDION SHUTTER AftIpIj �.r (ASSA 8 26) M. w 0 & ce sS� TA $ TILUT TESTING & ENGINEERING COMPANY 7488 WEST 2 COURT EV. DATE D,�n . F.R.L. B Z•f7 �S •••. Qq':'C 6366 IM 3&4.SL,BOL 30%11RQAAII MCC RAMA 33I 1 OLD 14-004 /m/1 DATE: 06/01/15 ` Pirona:{0671-1830.Fox:(305)871-1531 HW.FJW,FL 33014 2 . ..... A e-md:-t a. . y DRAWING No NINuu11N WALTER A.Teu1 Jr.P.E PH (305)823-2323 FAX (305) 826-7979 4 5-155 MIAMI-DADE COUNTY P.E. SEAL/SIGNATURE/DATE FLORIDA L4.144167 51SHEET 6 MAXIMUM ANCHOR+ SPACING (in SCHEDULE FOR A--GKN MAX, cuMER TYPE (SEE MOUNTINGS ON SHEET 19) C' l._..1 B 'E" T F=;;',AT E + N. OSE ON ANCHORS REQUIREMENTS: WOOD suamArEs. SOUTHERN PINE No. SPRUCE PINE SPRUCE PINE 1•ANCHORS TO WALL.FLOOR OR SOLD WOOD SOFFIT'SHALL es AS Famom. 2 p U�GiMI�N. GROW5, FIR NORTH FIR SOUTH -- 1/4"0 TAPOON OR TAXON WITH ADVANCED TMO'AOFORM TECHNOLM ANCHORS,AS MANUFACTURED By MAXIMUM IN. G=0.50 / W/ MIN. G=0.43 W/ MIN. G=0.36 LT.W.BUsOEX W/M61OM THREADED PENETTWON AS MMOATEO AT EACH swnai ON SHEETS 1S&1S. SPAN ELLOEP1wNc SEE KOTE 2 OEM. (ft) B.O. WALL MOUNTINGS B.O. WALL MOUNTINGS 8.0.WALL MOUNnNOS a ANCHORS TO HOLLOW CERM SIAL.BE AS PER MOUM o TYPE U.SHEET 19 AND SHALL OONslsr OF S &V S&V S&V LAO smEws As PER NDs 2012 sPEaFICATm, ASD.DESBGN LOAD WNWK A&0.OEM IDADNEGATIVE AS.D.OEM LOAD 3.SUBSMFE SHALL CONSIST OF THE FOLi.OWlIt 3030 40 8075 90105 30 40 75901 05 - PINE No.2 W/640.55(NDS) 4060759005 -DOUGLAS FIR W/040.50(RDS.) • Sp- OR LESS 12 112 12 112 112 12 12 12 112-112 12 12 12112112 12 12 12 -S'=PE FlR Name W/640.43(ND.S.) • • •• •o -0" 2 W� 12 12 12 12 12 12 12 12 12 12 12 12 12 121121121 -NN.s ls/2.�PLYWOOO PW FR SOUTH(1st PA)(N.OS) :00 0: 12 12 12 12 12 12 12 12 12 12 12 12 12 1241.0101 •• ••Bi-0" 12 12 12 12 12 12 12 12 12 12 12 12 12 12 1211.519.518 4.ANCHORS SHALL BE MI'ALLEO FOLLOWING ALL OF THE AND SPECIFUCATIONS OF THE •:• �• • _O" 2 12 12 12 12 12 12 12 12 12 10 12 12 12 1018 8 • 8'-0" li 1Q 62 12 12 12 12 12 12 12 1049 12 12 11 •i• •• • -0" 1 12 12 12 0. 12 12 12 11 9 8 12 12 9.57.516.516 •• •• •• • td-0" 2 V 12 12 159.5 12 12 12 1018 7 12 12 8.5 7 6 5.5 • -0" 2 12 10 $.5 12 12 1. 9 7.5 6.5 12 12 8 6 5 5 •• •• 1!'-0" 19 Te 12 1.5 9.5 8 12 12 0. 8 7 6 12 11 7 6 5 4.5 • • •i 2 0 8.5 .5 12 12 k7.55.5 12 10 6.5 5 4.5 4 14'_0' 12 12 12 9.5 8 8 12 12 4.5 12 9.5 6 5 4 3.5111 9 7.5 5 12 12 3.5 1.58.5 6 4.5 4 3 8.56.5 4 1. 12 3 11 8 5.5 4 3 - ••• •• •••• 1 NV BLADE ONLY qq u+1u FLORIDA BUILDING CODE(High VelocityHurricane Tone y`�•t`,...:..,• Q12012 EASTERN MAL SUPPLY.INR IsF.%��y SKt1TTBR=INCH,rac MAXIMUM IMPACT HV1 HV2 ACCORDION SHUTTER ' I L Eco , B Aoeor mRl5lnssystm0 AcarrmroelNo b 2 a4 I ��- 1;� {ASSA$ 26) 1 W W 0 &H . Aube t•/7 OF 1� 71LUT TESTINO& ENGINEERING COMPANY 7485 WEST 2 COURT oa LpN oA1a Dom F.R.L. Ons rax 3�.SL,St.305 G•m".rLOM 331 1 OD 14-OD4 /01/1 DATE: 06/01/15 �I"--�{$ rL` Pno�a:(sos)M-1530.Fac:(305)71-1631 HKEIW, FI.33014 s �i4i�triS .........�\ � e-mua;tab cco s SSHEET No Lip CONAL aL�� WALTER A.1wr Jr.P.E. PH (305) 823-2323 FAX (305) 826-7979 4 5 MIAMI-DADE COUNTY P.E. SEI+LJ� NkTURE/DATE �G L°'8 a416T 6 2[ INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & 9 HV* BLADES (AS APPLICABLE MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLAONLY SHALL BE UMITED TO 105.0 paf, 4 LOAD, §EE SHEET 28 FOR MAX DE C1� {� 0ON WITH ADVANCED SPAN & ESIGN LOAD FOR INSTAL LADE(1)A aLV WORKING IN UNISON TECHNOLOGY W/1 t Y Min.PENETRATION X4*0 TMCON 97TH ADVANCED THRMED AREA TO ^.. iNREADFORM TECHNOLOGY EXRiDNO WOOD HEADER. W 1 1 2"Mtn.PENETRATION (SEE SCHEDULE ON SHAD 16) '4 THR AREA TO I :I I 1 1 OR (SEE SCHEDULE ET 16)WOOD Hmm. ➢ TO SCHEDULE I i 1N➢E t EET ® "I. 44'0- 3111/4'4-tea/4• S.MApuNE SCREWS DOSFING B OAA siff�.�F�1R G- W/1/4•-2o NUTS® 12•O.C. GLAS -1Cll&QN B �.. j7.t.,tn>., F �� a z ,a*•II„�.r--oprpNA1 � w;.::a>a,�`.;; 3 � EX57ING MN. ^i• ::^`� FIOSH I i<S '^ .—T @ \ 2•x4•WOOD I OR®� I — EJDSIINO MIN. EMING . HEADER REQUIRED U HEADER REQUIRED 'i 1WLTH/4REN��TWITH ECHNOLOGY • •••Illf;Am� • • I TUN.SEPARATION I { 1 2'x3'CONT.SILL t. Off' 1 inA q2�'p�P®EIRATION ••• •• t2 MR fi D 1 �„ TO GYASS PLATE REO'a .. M 0010TH OF WOOD PLATE • • I 0C6RN0 (SEE SCHEDULE (SEE SCHEDULE ON SHEET 16) •• w,�t @® W ON SHEET 12) ••• •• • • • • • ••.� OHV WALL HEADER INSTALLATION OUHV WALL SOLI- INSTALLATION • M WALL H a& NSTAU AMON ••• •• • • •• •• • • • • • MIN.SEPARATION ••• SGisi TV MN.SEPARATION ) ro� 'I ` g8��--.(6EEO SCHEDULE— TO ' 3 •• �,xt�• T8 GLASS aI 1 I I 1 pryer t- (SEE SCHEDULE I I "—� p ! oN SHEET tz) •••a(`<T•Sct1E0ULE• ' 1 GS.� ON StIEET 12) I I • 9��Dpp PiNTE • ON OHEET 12) ••61 I 8 _ ••• W 1' 0' i I A _ 1/4.0-200/4'SS. Q 1 4•P-2Gx3__/4'._S.S. • A j. ••• •{rSrA•'a,.;.. MACHINE SCREWS W/ 0 SCREWS I ")` 4 WALT \ "~ a❖'r 1/4'-20 NUTS• I I USING IMP- NUTS ••• • -'ILA.' y4;...1'•+a sdl9ll 12.O.C. B ®12.OA. • I .`S ( a a • • • • `:- "`>< ORW ltr�f 1 os® --OCR s OR®.� 2WPLATE l; V 1'Mh 1 4'4 TAPCONTE MOLOGAAkED fro• .k 1 40 TAPCONTEW WITH ADVANCED 1/4TM NTEpiNOAADANCED W/1 •Min.PENEFR4M AREA INTO PLYWOOD :« W/1 Min.PENETRATION OF I gE SHEET 4 FOR TYPICAL w/ arr (SEE SCHEDULE ON SHEET 18) O • ,•` of- 1 1 Mi WETRAT[ON AREA INTO PLYWOOD. yr EOUSnNC Mit 2"x4•sms (SEE SCHEDULE ON SHEET 18) 2-MSW NNNGG� ONSS CC BE REO a x FINISH <SCHEDULE ON OF WOOD SHEET 16) 1/2• ANY WAY TO MIL COX PLYWOOD REWD. •16.O.C.MAX.Rwo SUIT MAY INSTALLATION. PLYWOOD TO BE ATTACHED TO 1/a'MIN.COX WALL FBUSH MN.2'x4•STUDS•16"O.C.MAX RWD. STUDS N ACCORDANCE WITH PLYWOOD REOro. PLYWOOD To BE ATIAC IED TO STUDS N ACCORDANCE SECTION 2322 OF THE FAA. asE GL. ®.HY WALL SILL INSTALLATION WITH=nON 2322 OF 71ff F.&C. P HV WALL SILL INSTALLATION Q HV WALL SILL INSTALLATION 111A� °t1 SPL28 USE F'L.ORIDA BUILDING CODE(High Velocity Hurricane Zone ` ,",...., INC. EN �ZR CK•nm ®2012 EASTERN METAL SUPPLY, t�ra��y' MAXIMUM IMPACT HV9 HV2 • Cs ' UTACCORDION SHUTTER PRUD(1GT RBVISBD - r _ 95iF (ASST ff 263 Ot 110 H.V. Y.STATE OF iF' TILLIT TESTING& ENGINEERING COMPANY 7485 VIES(2 COUIT my.Ik 6 Y•0- Luse D,AT,, F.R L6355 N.W.3116.St.Ana.aro,1�1taA AiYMM ROM al + GLD 14-004 /01/1 DATE: of/ts:(305)871-13W.Fax:(305)871-1531 HWEAH" FL 33014 2 �y�(C ♦ Q o-mal:twwooaol. DRANflNG No sr1NO'*�``�� E6-0006716 PH (305) 823-2323 FAX 305 826-7879 4 15-155 WALTER A. t�p44187E { ) 6 SHEET MIAMI-DADS COUNTY P.E. S ATURE/DATE 6 18 OF 28 . r M INSTALLATION DETAILS N EXISTING WOOD BUILDINGS FOR (D HV & HV* BLADES AS APPLICABLE X. SHUTTER SPAN L+ OR L— FOR INSTAUXI BLADE ONLY SHALL BE-UMITED TO 105.0 psf, A.S.D. DESIGN LOAD, SEE SHEET WALL FINISH 0UNISON 8 114.0 TAPCON WITH SPAN A DESIGN „T.. ADVANCW 1HRFAOFOR•E TECHNOLOGY 4'x8'((Ian.))EXISTING EO a• OGE v APPL7CA&,E) '•! W/1 1/2'Ian.PENf7RATION WOOD=. REQUINED. STRUCTURAL-1,:• E)GSCNG WOOD HEADER. OF SS. OF� '� �.(SEE S151EOLE ON SHEET t7) PHIWPS TRUSS HEAD TO BE CERTIFIED BY EXOTINO WOOD 1•MTn. INE SCOWS REGISTERED ENGINEER OR TRUSSES OR 8 O W/1/4'-20 NIIESSHUTTER RAFTER 0 24* WSTAI.tAT10N.ARCHITECT PRIOR 70 1�� 1/Y O.C.REOUI D O 12'OF. �OR 1/4'0 TAPCON gITH N i? �' ,2�• TECFINOLOGY �EFPAON 2'I61t EttlSIWG SOFFIT 3/4•Mox.TRK. a� �--OPTIONAL. ' PASA TOnE7031at6 WOOD VAM N14S/4• E 1'x4'xt/8'CONT.NLM.TUBE(SEE SCHEDULE ON SNEET 18 M.S. s I I •8`O.C.1 11 or©or© (3 s/e ALLOY) WSCREWS TO 9XISTING MIN I 1 1 or©or tt�5 1 LOCATE=TAG SCREWS STRUSS. GLASS HEADER ROOD'x4• DUSTING WOOD MDL SEPARATION I 1 I OPEN HOLE AT EACH MEMBER.(2MvWm 2'•I NOMWLL YIOM (SEE SCHEDULE CLASS SIM 12) EXISTING 1 s/18 0 lTO ACCEPT W/ • • •t••• • •• GLASS--I AT CENTER OF.NBT. aBTALLAnIXVs=WAND=•• •. • ••• : j ,w sTSAZID41 I 8 0'L TH ••• •• • •••; UD HV WALL HEAw (SEE Wi SWARM DER INSTALLATION „ttFW MAE , a6S1� -j I F °," • 6 IIN SM3AW� G[A4S—y TWO I GINVnY of 60 AS DOUGLAS • • • � • I 0�UX® ! 1 OR®� OFR OR SOUTHERN PINE No.2, • hit;4 FOR TYPICAL SHUTTER ASSEMBLY. 1 GR 000 •• •• • •-11iANY W SECTIONS SU CM DI COMBINED 1�HV CEILING {MS7AL�ATInN aU HV CEILNG WSTALLA�JQy • • • • �ANY WAY>n SLFIT ANY INSTALIAlIW1 • 00 00•• •• t I I l m=17 1 OR 1MDL SEPARATION I ! •••••• M%•SE•PAHA� g pE M TO GLASS ••• 1 (SEE sCLIEOUI,I:ON-sREEr 12) coma GLASS i ',"' -^I(SEE SCHEDULE I I Z! Goss 1j , ON SHEET UL) I I • • •••••• -0 I I I • L• • • I AANc"GR I @>, I I • L••• • TTAtI • s• I LOCATION , EXISTING • ••• • 0 t ••• •19 t/4. ©+ 7 I -0.�_ 10x3/4•FLEX WIRED Y!iyJw� Mnx. I .2 TEN I (NO FINISH ALLOWED) 2 iib'MIN.WOOD SCREWS O 12•me OR@ FOISH ALIATiED) �• T. R., OF DECK EO EO i/4 0-20x3 4•S.S. EDGE OF DECK 2' -Z; APPLICABLE TAPCON WITH 1• PFILUPS llt HEAD W APPLICABLE F.H.TMCON WITH ADVANCED 11NREADFORN mm MACHINE SCREWS :....----11//�� in.pENERW10Pl W/t1 0.p NUTS Y MIN. MIN DECK OFBOL�O�TNRC'ADED MEA• 1/4.0 TAPCON WITH NWANCED THIWADFORM TECHNOLOGY READED AREA• MIOWIDTH OF WOOD PLATE W/1 1/Y W.PENETRATION OF THREADED ARTA INTO X000 1X:1(. M USE OF OF WOOD ON E 16 PLAT _ (SEE SCHEDULE ON SHEET 17) (SEE SCHEDULE ON SHEET 16) ♦ � O HV WALKOVER INSTALLATION ATI� ) WALL HV WASILL INSTALLATION I►uttutt ®HV FLOOR INSTALLATION eTION FLORIDA BUILDING CODE(Nigh Veloqft Hurricone Zone Q��' •'..,,�r�,,r' ®20I2 EASTERN METAL WILY.INC. •�'•uGEN '.UTTER-*Mcx. MAXIMUM IMPACT HV4 HV2 P Cy(r�Rv4 w /► ACCORDION SHUTTER &Omwkgilp �n ° o` � -' •� - sF7MEM Q INC. to V Aaool Ins llterSyOtOm AccePteaclNn -O Z¢03 *: � ��T :7A S (OSSA/ 26) V8M KY.aADE bale i:erJ •��. g TILLJT TESTING& ENGINEERING COMPANY 7, y 2 � L TW ora o FRL 7A�8F yT /m/1 OATe: a oT/ts a1x Nar.X•53 sL,sro 3os vRaIIA .nOnaa u, , ILD 14 6D4 Phono:(30S)87t-1330.Fm:(315)071-7531 HIALE^ FL 33014 2 Muni �, a-mdl 6tmm DRAWING No 1 s/O �At NoWALTER Eq�7 Jr. p F. PH (305)823-2323 FAX (305) 826-7979 4 15-155 MIAMI-DADE COUNTY P.E.hSURE/DATE FLORM Um.g 44167 6 SHEET 619 20 END INSTALLATIONS n HV A (1-4 HV* BLADES INTO 2"W MIN. WOOD STUDS rWOODic _ A \ THRE40FOW 2W UK\ / TECHNOLOGY IIN mam SARIS Tema. J" W.L W STUDS. FIWISII \\ AHClIORS O \\\ WAO snam ON \ W/AOL t/r THFMADED I OOsnxc sass h PatEma m m t/r cmc PLYWOOD G NO STUDS 0051. EXW=t �EWSW Cuss I WWG Goss m sass<aYE t/2•NOL cmc fmt a fw St AVM Ul FOR ad °AD 1/tms s• sc muE a SonULE10 EOONN iMO� f sam®tuE a eaoFs®s ow coNc 1 Ami on tz FOR tuaE iaa tz wN aroE 1 tz tOa tuOE aLUW cm PLYWOOD a SCEEr ON SHM� Cn•EEf t tan. AT M(LOM t/z• (9e® m'asst ttumrsp• •us,• rax ar0E4ma Iiia t/r sxs �ie f�c sxs. _ -—- G/ O.C. r"A+�a n.a�WNrm S ¢ 4 1 OR 00 SEE MULL x I OR®O OAuat a 0aow tme� llJ OR • SIDESEE CEM x FOR 1tlEC11INt • • ®®••� Q@�e ® •• m T ODD ®qty©�®•Q •ISEE E CONNECTIOETAIL X N TO ®^ ®�fl�•QDd ••• •• ®Q9� �•®•• • • m TRAas TO TRACKS ®�11 �•®a ®'0''�'m'®' ©•tom®tom•® • e •••••• O 4 ®•tom•® •i• •• END_GQN1' GTION DETAIL,( END CONNECTION DETAIL® END CONNECTION DETAIL® END CONNECTION DETAIL • • • 11VO YAPCON YYItFt 1/44 TAPCOtt W7M a R ONLY TUR SPANS GORIER ANN tr-W •• •• • Otm •••••• aaou Ct TttRF MFM awavcm TNNR.ADFOIN • —.� ATECHNOLOGYN �ITS/a�u lLm TECHNOLOGY RW QuaOEfc •• •• • 2S4•iM•E� ANCHORS W TI�M9 P171a1 MONS TKIW DEED 1 1/Y• K • UpL :•••: 51109 REgD Iwo S UDS o tr Olt KID STUDS•tz'O.C. /tOH/2'sus mN � ♦ SEE Ll *NS EE USE OF VIP- BLADE I�ON SHEET 28 '12 RK GUIDE 4)XV BUCE AND G>_ 45 28v 0 • _ __ ••• •• ••• 8 _ b OCR otj ¢ - 6 ��©©^©°®•Q�^ WAu.FWGsx zxa•� NRI r•aa WxL 0-00^49°®•4- @.@-(9-0 VIEW Y•®.q.�.p.®. STUDS aoaro Fu10H : ©•O.4�•®•O•®� 10.0•��•®� pLAN ®•QII4tt�•�•Q'�d ®•tom®•�•®. ®•�® ®® ®•41bQ�••d�-0•® DETAIL X END CONNECTION DETAIL ® 12 FLORIDA BUILDING CODE(High Velodty Hurricane Zone 0 2012 EWM NETAI.SUPPLY.TNQ 3' EMN .•••'9 S1iLiTTER-`I C>♦t.1>KC MAXIMUM IMPACT HV1 HV2 M0DUCrRMgW ACCORDION SHUTTER � nNa.Fiaapma�aa a aa0n Gna11111� BntWiWgCalo �„�.•S*� C INC. (AM$ 26) d. 1 B OR W/O 8t H. s BLADE 1I �_ l TILUT TESTING & ENGINEERIN9 COMPANY awl F.RL y % $1ATE OF am N.W.xm.St.SM.Tom.W OM CAROM.FLORIDA Sat 7486 WEST 2 COURT t OLD 14-004 /ot/t DATE: 06/01/15 �F Smitliv, �,\,`,? Pio:tJG9)87t-ta70 Fox:(aGals�t-lair HKOH. FL '33014 s DRAWING No •-,n•a t0tme•motoom • ,aa/N IONAL Nd WALTER A.TUM catP.♦�e PH (305) 823-2323 FAx (308) 826-7979 s 5-155 MIAMI-DADE COUNTY P. �RE/DATE 8 DEET • MOTES ON HD LOCKS AND +,��TERMATES: ®a p, ®•tOfdM= 1. MANDATO�ONDITION � 1: ONE H.D. LOCK SHALL BE USED FOR �•� ANY SPAN AND INSTALLATION AT HEA3 DUTY SYMMETRICAL CENTERMATES, 17 �- AidINSIDOR AND AT ANY ELEVATION. 34 H.D. LOCK MAY BE USED AS AN E OR`OUTSIDE LOCK, ATTACHED T(S 0 HEAVY DUTY SYMMETRICAL 10— CENTERMATES WITH (3) #8 x 3/8" LONG FLAT HEAD S.S. M.S. LOCKING Ila RODS®ARE NOT MANDATORY, i.e. THEY ARE COMPLETELY OPTIONAL. 2. MANDATORY CONDITION if 2: LOCATION OF 3 H.D. LOCK SHALL BE AS 5 z z INDICATED ON SHUTTER ELEVATION, i.e., FOR SHUTTER SPANS UP TO 105". $ • " "' - H �" R F (3} H.D. LOCK MAY BE INSTALLED AT MID HEIGHT OF SHUTTER OR AT 12" • • I v - ] u ABOVE OR BELOW MID HEIGHT OF SHUTTER. FOR SHUTTER SPANS GREATER �•• •i •• I� �• j II m THAN 105", ®H.D. LOCK SHALL BE INSTALLED AT MID HEIGHT OF • s ••� • ,� � � SHUTTER. • • i • • • 0 -1 O • LAI III I Yhlim •• •• • •• •SEE END • NNECrAILS111" •• • •• • N6 @�j EET 24 • • FULL • •••••• •�• .HEIGHT. : •••• 000 • • •••• TYPICAL n HV BLADE SHUTTER ELEVATION N.T.S. me'lliR to T%(c'"''y FLORIDA BUILDING CODE ' h Velocity Hurricane Zone 9 2012 EMM MEM SUPPLY,M MAXIMUM IMPACT HV1 HV2 rRe�ltcrttstrtsm2 _ ACCORDION SHUTTER 6z71-L ECO etc. (ASSA 26) I 1 WR W/O W WX&B MADE av,mc �� 6A,2 DaeL 17 ., `�,.. TILLiT TESTING& ENGINEERING COMPANY=M33 748'5 WEST 2 CDURT Gro. FRL Mike"— F •�� wx.ate.a..m..sos.�nadau ems.n,owue atif t an fa-oo4 /ot ti DATE: 06/Ot/is Camel �i,*" :(matt-15X0.Fox:(M)5)871-t531 HIALEAH, FL 33014 2 4j�H8aatgNN4N,` °-®-�°SCO" a DRAWING No UUM A MW Jr.P.E PH (308) 823-2323 FAX (305) 828-7979 4 15-155 MIAMI-DADE COUNTY 1P.E. SEAL/SIGNATURE/DATE FLatma m.B 44167 a S EET y CONCRETE ANCHORS REQUIRED I SEE 3CHE7Ril.F ON 1 4 0-20x///4•SS, SHEEP 20) PIE SCREWS USING CONCRETE POURED � 1/4•-20 Nurs®8'OA. ORS CON (SEE SCHEIX0.E ON SHEET 20) t• REQUIRED EDGE OF i us SUMTON 2 --- Uhl SLAB 18 am 0 APMIfAB E O '� ( �smqvm a 25)SOW=W ON y --- Y 9 EXISTING i g31 I ' 8 • !�OPIViAL ' i H ; EDGE OF Ell. --SLAB IF EDGE GLASS i APFUCABLE ' SLAB IF 2 APPUCABLE {i • •, WN 2 ' �1(SE,N •• Im>�HE�OtU ON _ POURED &a+ •• • yIN�G •••�` : 1 •• I POURED CONCRETE FLAT HEAD CONCRETE ANCHORS REQIARED RAT WAD CONCRETE ANCHORS • f-'- : • • REQUIRED (SEE SCHEDULE ON SHEET 26) (SEE SCHIME ON SHEET 26) •: ••• �• HD WALL AEADER:INSTALLATION ® 14D CEILING INSTALLATION ® HD TRENCH INSTALLATION • ••••• ® HD WALK-OVER INSTALLATION ••• ••• srP '• I • I GH. ARATOXI • •E -' • '�'�' • I •• I 2 I- — 1 �2To aAas r • • i"—tsFE soreou:a o1SCHEM ON so*** ! 23l • EXLSTRiGr 1 } BEREFT:� • • ' • • • GLASS IXCLASS ' •• • �� •• I' i G 1 CLASS ALTERNATE • • /14x3 4� } L ANCHOR 103/4'HEAL WASHER •••• �. 1 w TEK AWS TEX SCREWS i 6"D.C. • • • i B } CONCRETE ANCHORS • w •-• .� • •• I (SEE SCHEDULE ON 0:6 • #14x3/4• im HEAD } ®+ 7 SHEEP 26) • 18 TEK SCREWS•3"O.C. ED oG OR t/4 0-20 S.S.MS. CONCRETE ANCHORS EDGE OF /; ' 1• W/NUT®3.O.C. (SEE SCHEDULE ON SLAB IF EDGE EQ" pp � ^�"'- 1/a•0-zoxs/a•s.S. ' sHEEr 26) APPLICABLE PWLUPS TRUSS HEAD -----" ----- MACHINE SCREWS C ANCHORS USING i/V-21) POURED CONCRETE (SEE SCHEDULE ON Nm®6.O.C. 1 S� F CONCRETE REQUIRED D'- E 0.A WALL RQ'D. MEET 20) APPLE �E 110 WALL SILL INSTALLATION © HD FLOOR INSTALLATION POURED CONCRETE R Q HD RAINGUARD INSTALMON ME FOR aGle®w1noN of sEQnONs: 1-SEE SHEET 21 FOR TYPiCAL SHUTTER ASSEMBLY. *E 0.-EDGE DISTANCE 2-MOUNTING SECOgdS CAN BE COMBINED (SEE SPECIFICAnQNS ON SHEET 24B) INSTALLATION DETAILS W/ HV BLADE IN ANY WAY TO SUR ANY INSTALLATION. SCALE: 3/8"=1" taN'"N1N FLORIDA BUILDING CODE(High Velocity HDrriCone Zone ,...:....,, by 0 2012 EASTERN METAL SUPPLY,W. t;.•',GEMe��'9 y SHUTTER- Cl;,ate. MAXIMUM IMPACT HV9 NV2 ACCORDION SHUTTER PRcDucTRwmw BLtEEAm 8 �WLB11110 Ftmidr, w �j ! *�y (ASSA $ 28) 1 Nt 0 V. N.. W �^' $$ DESCoqm DAE pre.n F.RL �wtmzt _ 03TICCIT TESTING& ENGINEERING COMPANY 7485 WEST 2 COURT 1 oLp t4-ooa 1 1 DATE Oa/ot/t= am N.w.30M 3L.Jro.JOS.WIM FLOW 331 DRANLNG No /7 Pham:(�sNrit-1530.Fox:(305)871-1531 HKEAH, FL 33014 2 -11; NNN1i131N111�d WALTER A'"LUT Jr.P.E PH (305) 823'-2323 FAX (305) 828-7978 a 15-155 MIAMI—DADE COUNTY P.E. SEAL/SIGNATURE/DATE FLORwA LIC.®u167 $ SHEET 8 SEE END WALL CONNECTION DETAILS ON SHEET 24 OUT e IN `r/—°XMn"O GUM INSTALLATION * SEE NOTES ON LOCKPIG RODS® &ND®LOCKS ON S1W 21 M2 HV BLADE, SEE END WALL CONNECTION DETAILS ON SHEET 24 L_ 1 EwsnaG°ass 2 t • ce •i.Ee JW"Z'g/8ft i0ant2°o (OPTIONAL)COMRM . � . .oTO o &V ".S. a (SEE SCHEDULE PINS (TYP.) F7 WN oN sNEEr as)(Y) 1/•99 •. P3TIO5N 2- PINS AL) 46 ...9 ... •. . • • • �.. .i • • • • 20 31 oR 3 33 31 oR 32 31 oR 2 35 31 oRQ . • ••0.9}TVA H A— D 4 35-` (O-o-) HVC—HDC ••• ••� 0.09•• HVB—HDB e• 9 '�®�''4.J°R • • __ _ L�wsT�c ams SYMMETRICAL HD CENFERMATES AUT SYMMETRICAL HD CENTERMATES — ———— W/ o LOCK (INTERIOR) ••• '®°�•� :� :— YW/ Ok LOCK (EXTERIOR) 0*00 �,1Tee �N 5 X01 ---- — ---------- CO Ncr�TE E3 nrxNORs vn,:>Es Is•O.C. .5 OUT 61/2•IM.BLACK HVE—HDE POUR(D CONCRETE OR 4VD`HDD ,��NIINtIbp/��,' WNCRETE BLOCK WALL FLORIDA BUILDING CODE(High Velocity Hurricane Zone ®2012 FA1M METAL SUPPLY.INC. •'•uCEgs'•.vy�' MAXIMUM IMPACT HV1 HV2 PROm=mVISBD * j= ACCORDION SHUTTER ILTEZOM, BEWrHARV Am �o a� •e Tt a ( / 28) HY 1 W OR�I 0 Y BIADE Y. 'P� �F '¢ 1 IION DATE a— . F.R.L. p Q TILUT TESTING& ENGINEERING COMPANY 7485 WEST 2 COUR1 f an ta-000 /ot/t DATE os 1 t .-NRIDP e3s6 xtv.3&k sa.tae tmOcaA ne2mNs ao2mA aTt FL 33fl14 /0/s Phone:(308)871-1630.Fax:(308)071-1031 2 M 1OIVAL Fv `a0` a-.Wl:mteeoo"I.M. 3 DRAWING No yNN2N111iNNNNt Letm w XW dr.P.E PH (305) 823-2323 FAX(305) 826-7979 415-155 MIAMI-DARE COUNTY P.E. SEAL/SIONATURE/DATE �o"�U. 44167 8 23 E F POURED CONCRETE OR POURED CONCRETE POURED CONCRETE CONCRETE RETO BLOCK WALL LOCK 1C REQIARED BLOCK MIAU.REQUIRED OR EDNCR CONCRETE BLOCK WALL REOUR7ED GLASS /--EOSTM CLASS T7USTING GLASS CON E INCH EXISTING,GLASS L. � �� 2'MI E7GSTU'LD GLASS 2"MIN. 1• MIN.SEPATTATK%Y EQ M� M SEPARATION 1/18•x3 MNL. MRL SEPARATKM TO GLASS ARATION TO CLASS SIDE ON SHEET 25) PLATE. LOCATE 1/2' qd SKEET 25) f ON SHEET 2S) 1/2' l ON SHEET 25) (SEESCHEDULE (�e3—. LOSER (SEE ULE (SEE SCHESKEET 5) �—r (SEE SCHEME LOCAtE AT ALUM.(CLOSER OF 5) AT EITHER 4) MIN 1/2'MIN. j7RACKS ♦USE 1.OR 2•MAX.!14x112'S.M. ®lis ocs. I _ _ Us APPLIc�b2•x1/axO'-2°® 15 O.C. ALUMINUM CUP ANGLE (6063-Te AL.LG»AT Mro GNT 4 (1)!14x1/2•S.M.&TO 4& ••• 5 • • WALL T TAPCONS ANCHORS TO sroESEE�AIL X WALL AT 1.O.C. LOCATE AT •••••• SEE DQAiL X F'Wi ® FTTtLER SIDE OF q) ••• •• • SIDE CONNECnOM SEE DETAIL%FO • • TO TRACKS (�� //�� SIDE CONNECTION 4 • • O� +GOR 6 `/"'®�®+®� s +�OR®01t@+®OR TO TRACKS s •••••• •••• ••• •• � + @R ®OR ®+®OR + c®:a&®+® ® nreu I END ONNECTION D AI Q END CONNECTOD •••• , 4 —ONLY FOR THAN,z-oO •..... PORTED CONCRETE OR 4 00000 •• • •• CONCRETE WALL ET BIOKWALL 4 IAM L-EXIsnNG Gass EXISTING • •• • • . . . 4V #1 •• . A6N. APWN --_--_—__-- GM.s o�o - ------ _-- •••••• • • MN.SEPARATION /ON CONI ETE 1 z•00480, TO GLASS SCHEDULE _ To CLASS ANCHOR o OPI SHEET 25) CONCRETE • (SEE SCHEDULE 12"O.C. --- ANCIXMON SHEET 25) 6 - te` 2 MPI. O.C. -- _--- '-I --- - s ®OR® a`MIN. z•MN. N VIEW Y 5 DETAILEND X (� (2) BY BLADE I INTOL LATION®°"®oR6 + 7 � 0R CONCRETE OR 90+ 86 + 7 0+0-0-0 0-0-0-0 CONCRETE BLOCK WALL END CONNECTION DETAIL 5U E 10 DETAIL FLORIDA BUILDING CODE i h Velocity Hurricane Zone ®2012 EASTERN METAL SUPPLY,ea 40, MAXIMUM BUTTER- CH.11ltG MAXIMUM IMPACT HV1 HV2 PRODUcrR¢wsw ACCORDION SHUTTER ft*lLLlRetiaat� *. f7—mT—E C0INC. Shuaer8pstam rm�aNa o6Z¢ 03 /1'"" i14 (AM !26) H.V. t OR W O .Y. •NQS, 7ILLIT TESTI & ENDINEERINO COMPANY 7485 WEST 2 COURT o>mpl �� . . F.R.L. ti I7' �� V•'•. Ps .: $ 63%as 36m.St.>ttL 3M WROWA mao M aoRMA 33t6f OLD 14-004 "Wit DATE: 05/01/15 at tldUT ii �'''•........•• �� PhQM:{305)87,-1330.rax:(3M)871-1531 HN-FAH, FL 33D14 2, s/pNAL�Na� DRAWING No 18w,MIT Jr 'yNNbM1111110 FLOM unw4 4,87 T: P.E. PH (305) 823-2323 FAX (305)828-7878 4 eJ-1 rJJ MIAMI—DARE COUNTY P.E. SEAL/SIGNATURE/DATE ` ®+ s 24HEET �( Kam, •S PATI N TO D e e MI]N15 MAXIMUM SHUTTER SPAN [,)L+:MAXIMUM ALLOWABLE SPAN FOR A GIVEN MINIMUM SEPARATION TO GLASS FOR SHUTTERS L+' OR "L-" (f(.)TK I�OSITNE A.S.D.OESIGN LOAD. INSTALLED AT ALL ELEVATIONS OF BUILDING IS 3". INSTALLATIONS W/ SYMMETRICAL L-:MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE 31 OR lay ASD DESIGN LOAD' W/ ONE HD 4 I©K & NO (2)PROCEDURE To DETERMINE MAUMUM SPAN FOR LOCKING DS • WALL MOUNTINGS OR FLOOR/CEUNG: CM34 A POSITIVE A.S.D.DESIGN LOAD,DEIERMWE YAOMUM POURED CONCRETE UWALATWNS MAXIMUM SPAN 9.+°FROM SCHEDULE. DESIGN GIVEN A NEGATIVE ASO.DESIGN LOAD,DETERMINE LOAD ALL MOUMINO COr161T1ON5 MAXIMRIM SPAN 1-•FROM SCHEDULE �'8'/') FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE .*0.• OR(+OR-) IW-57L! L- ! DETERMINED SPAN BETWEEN'L+"AND 1-". • 18'-0° • • 0000 3v Do 1a'«70' ,8'-0' (3)PROCEDURE TO DETERMINE MA)U11UM SPAN FOR ••• •• 14'-4' 17'-,0" COMBI NATIONS IN BETWEEN WALL W/FLOOR/CERINO INSTALLATION LEGEND • • • •••••• 45 13'-it' 17'-8' MOUNTIMXS. SUBS1>ta1E PWRED WtAXJETE ••• •• • • 50 • 13'-8. p•-0• FOR A OM34 POSITIVE A.S.D.DESIGN LOM?: MOUNINOS (ViEff 24 • t3-3' te'—,0' DETERMINE. WALL • • U+-MAX SPAN FOR WALL MOUNTING INSTALLATIONS. AA&EE •• • 6 • • 80 12'-11• t6— L2+-MAX SPAIN FOR FLOOR/CWNG MOUNT= MOUNTING ••• •• 5• •• 12•-8' 15'-6' INSTALLA7M. • FLOOR/CEILING BB,CC, • • • 1r—e• ,a—tr •• •• • •• FOR A GIVEN NEGATIVE ASA.DESIGN LQA& MOUNTING FF&GG • 76 12•-3' 14'-s• DErflad E: •• •• • gO•• • 12'-0' 14- LX MAI.SPAN FOR WALL MOUNTING INSTALLATIONS. •••••• air it'-,0' 13«7 LE--MAX.SPAN FOR FLOOR/CEILING MOUNTING • • • • INSTALLATIONS. ••• •• 80 11'-8' 13'-Y • • • Do•• •• 11--3• 12•„10' FINAL MAOMUM ALLOWABLE SPAN IS EQUAL TO THE too 00 f 10'«e• 1y_6• MINIMUM BETWEEN•U+•,•LE+•.11-•AND"U-' • • • • 105 10•-0• 12'-2• a)GO TO ANCHOR SCHEDULE WITH FINAL MA IM • ••• • 105 • g-e' f,'-i t' SPAN AND MAIMUM A.S.D.DESIGN LOAD TO • 11 9'-,• 11•-g• F DETERMINE MAaMWM ANCHOR SPACING. • • 120 6'-8' tt'»b• Goo* 125 130 135 — 10•-9• 140 - 10•-6• 145 - 10'-4• 150 155 — to'—o• 160 165 170 175 -�- HV BLADE O N LY 190 195 p„Nauru FLORIDA MALDING CODE(High Velocity Hurricane Zone S��` ••,..•••....��' '4 ®2012 EASTERN METAL SUPPLY.WC. ��;• �CENSF'�9'' SHt1TTER- CH mac. MAXIMUM IMPACT HV4 HVZ mOmx'TRrAm r /► ACCORDION SHUTTER o wnipi w mftFTedtiu \► INR:. 8887 F V taft Mer. Lem A P1e6oe NRO ,� (ASSA $ 26) Y. 1 W OR W/O H ADE FR 4 E .03 TSTA E OF '� TILLIT TESTING & ENGMEERING COMPANY 7488 WEST z COURT Kv.VA DEs , RATE I Dm- 2.O/7 Q�, •`4`64 am N.Tf.M•.6t•StL 363.VCM 6N•Os,NL6WRA 33I 1 OLD 14-004 /O7/1 DATE: 05/01I15 PMtq:(m)871-ts�.Fm:(0871-1631 HIALI:AH. FL 33014 2 p�� o—moll:maaeeamaLc DRAWING No NN/GAIL��N�� i5718 PH (305) 823-2323 FAX (305) 826-7979 —155 NININIINI� WAITER A A.71UUGALT Jr.P.E 6 25MIAMI—DADE COUNTY P.E. SEAL/SIGNATURE/DATE FLORID`u°'1'167 R E� "SPECIFICATIONS ON ANCHOR REQ IR M Ni • POURED CONCRETE SUBST M SPA=LERM MAXIMUM ANCHOR► SPACING an.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN. MAXIMUM A.S.D. DESIGN LOAD ANDA (A)ANCHORS TO WALL SHALL BE as FOLLOWS: We 4's TAPCOI - - - • r CORRESPONDING MOUNTING TYPE Al)TO EXISTING POURED CONCRETE: (MUL f'o R 3192 pei) FOR CONCRETE INSTALLATIONS - 1/4'o TAPCON ANCHORS,AS MANUFACTURED BY I.T.W.BUI DEX. MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON IS 1 3/4'. A2)TO EXISTING POURED CONCRETE:(Min. f'c m 2899 0) • •• POURED CONCRETE - 5/16 10 TAPCON XL ANCHORS.AS MANUFACTURED BY LT.W. BUILDER. :00 •• M SPI • • •• ALL MOUNTINGS M THRU GG (SHEET 22) MINIMUM EMBEDMENT INTO POURED CONCRETE OF 5/18"TAPCON XL ANCHORS IS 2 1/4'. • • d''1••• • A MAXIMUM VALUES BETWEEN POSRVE ANO NEGATIVE ILS.D. LOADS 0.3)IN casE THAT PRECAST STONE, PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE iT ERISTING WALL OR FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID •••too 9 50 05 LESS • >50 TO 90 >90 TO 120 >120 TO 160 >160 TO 195 WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON NOTE Al)ABOVE FOR INSTALLATIONS ON VINYL • SIDING OR EIFS CONSULT THIS ENGINEER. •• • 8,r•••• 4 1/2' 3 1/2" -- - (B) ANCHORS SHALL RE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE OCL LES ••• •• 8.r•S ANCHOR'S MANUFACTURER. • • ••• •• 9 9 .�••••• 8' 6' 4' 3 3/4' (C) SEE BELOW FOR MINIMUM REQUIRED EDGE DISTANCE FOR ANCHORS. 40 00 ••• •• UP TO ' • 0 12'_1• 900000 99• •• • •• ii0• 900 6" 4" 4" • •0 foo. 0 �" •0 3 t/2' - - MINIMUM REOIDRED EDGE DISTANCE FOR ANCHORS 90• •• 2R� • •00 U �y MAXIMUM ANCHOR SPACINGS ARE VALID FOR t8 00C•9 7 1/2" 5 1/2' 4' - - 3'EDGE DISTANCE FFORE1/41 FOR TAPCON rAND�R xL NOTEL VALID ONLY FOR UP TO 10'-0'SPAN 2 HY BLADE ONLY 11��N"M"'4fhyh FLORIDA BUILDING CODE(High Velocity Hurricane Zona EMSF�f/,p�Z ®2012 FAS M MEWL SUPPLY,INC. s s SHtlTTER- C�L�WL ACCORDION IMPACT HV1 HV2 MODUCTREV= ACCORDION SHUTTER ECO BBxTxn KV' Aa as ms nar8yatma Mlildinpooeo (ASSA 28) V.6' 4! R D IIY I! i it H.V. A oeNo 062 03 TILLIT TESTING& ENOINEERINO COMPANY 0UCItIRM DA E of F.R.L. Dg10 U17 ,�,o'•.;etORIOP.:'c1�� was AM Mb.s1.RL 3m emu".norms art 7488 WEST 2 COURT 1 oL0 14-004 /ot71 DATE: 06/01/15 By uywwne:(3d3)BT1-1500.Rm:(3M71-1531 HIALEAH. FL 33914 Z /0 M.taewoa&w DRAWING No �raNrN1x8:6w�`` iWl A UW Jr.P.E PH (305) 823-2323 FAX (305) 826-7979 4 15-155 MIAMI-DADE COUNTY P.E.SEAL/SIGNATURE/DATE t M 0 44167 a SHEET I1875, ---- ---- ---r---------r------------- 0625' I 12"MSC.tX .0625 .0625 I TO BLADE EDGE .0625' EXTERIOR 1A SECTION X—X HY WINDOW 81 SCALE: 1' = 1" SLA • .1675° XNu«aE rm oPlc 44 _POLYCARBONATE IMPACT RESISTANT HV WINDOW .0625° 0.0625" BAYER MAKROLON 3103 POLYCARBONATE RESINS, UV—STABILIZED GRADE OR SABIC EQ I INNOVATIVE PLASTIC I EXAM 103 RESIN •• •: OF (SEE NOTE "F" ON SHEET 28). ••• •• i ••• s i� R1.7500// •• :.: 44 EXTERIOR • i l / t.3750" 000 •• •t • HY WINDOW I I / POLYCARBONATE SOURCES FOR ••• •• •I • ••�,• 1' 02.8750 STANDARD RESULT X TYPICAL PROPERTIES 11•w s•q vAlolmnse 4 mum/somxo PLASTID •♦ •• I REFERENCE 11a1N1RaoN 3103 tim ms am ••• •• l ON ; SPECM GRAVITY ASTM 0792 0.043 lb/in' 0.043 Ib/Gi � Nr AUI a1. •• 2 7/8'MIN. • •~... • ,• I TENSILE YIELD STRENGTH ASTM DM 9.400 p.o.i. 9.500 P.S.I. • CLEAR • • +2 1/4" FLMIRAL STRENGTH AT YIELD ASTM D790 12,500 paj. 13.400 ps.l. ••• SPEW • •• • I '' FLEXURAL MODULUS ASTM BLADE •1►••• BETWEEN 0625" 033.0000 03.7500 o 34D aoo p s L 3asaoo pal. I 625" NOTCHED IZOD ASTM 0256 18 Fr-IbAn 17 FT-Ib/in YFIRE'BURNING CHMMare_nenro I// I SMRCE DENSRY ASTM D2843 47.2 X 64.5 A MAX 1:1 SECTION Y—Y RATE OF BUR" ASTM 0635 C-1 CLASS C-1 CLASS 1 SCALE: 1' = 1" .7r SELF IGNITION ASM 01929 1040'F 980•F I �ry ASTM 0155 TENSILE STRENGTH ATTER WEATHERING ASM 8M 9302 xmL 8840 pa.L I < I EXTERIOR ELEVATION TENSILE STRESS BUO2E WEATHERING I ASTM 63s 8461 pai treed pe.i. I _ I SCALE: 1' = 1" 12"MIN.CLEARA410E TO wTTM TYPICAL HV WINDOW BLADE 6A AND SCALE' 3/8'=1' POL CARBONATE HV WINDOW DETAIL FLORIDA BUILDING CODE (High Velocity Nurricane Zone ®2012 F srm METAL SUPPLY.INC. PRt7D11CTR13W88O =�Qv�GENSF•''••'^ �_�RLTE Smt�r»e-'I>�C>K.7lTC. MAXIMUM IMPACT HV1 HV2 ` ACCORDION SHUTTER � r+�Bwta,uretnaElm = 1 CO c ac. eeR xaNv eta uAaqmm cToaoana-4 Z 4.oy (assA g 25) Y. o 2•/7 �S11Q TILLtT TESTING Q ENGINEERING COMPANY 7485�2=W 0 • ° D n . FRx. gyp'•. p@,:''�y ws N. San.s1..aro.3os WNNA QARMM RMM 33t 1 Orn 14-x04 /mliDATE cs/ot 1s r4r000:t305)s7®� 1671-153G HWLEAH, Ft 33014 3 ORAVANG No N4►rN1N11rN 4, WALTER ATUIT Jr.P.E PH (MO 823-2323 FAX(305) 826-7979 s 15-155 5 MIAMI-DADE COUNTY P.E. SEAL/SIGNATURE/DATE FLOWA u..1 441117 6 97 Of 28 s •GENER&LAMRAT A AND WNWIM OF FOR BERMHA 0 T 1.MAIL Asa DESI kl PRESSURE RARNG+110.-110 ps f. 2.MAX SHUmR SPAN:W. 3.ALLZM MOU TING&A.D,0&N ON SHEETS e.7;AS HELL AS ROUNnN6e M,0,T,U&W ON SHEETS IS&10. 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