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�— MEASURE DIAGRAM SHEET Job* 0 Ov 1 CY Custantar. F'�'l�S Ccmwtm. 1 �'— nom: cc INSTALL AREA ` Notes r . to . . . . . . . . . . . . . . . . . . . . . . O . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -- - -- -. -.-_. _._,_ _i •--• --. . . . . . Icons m CD • - - - - - - : : : : : : : : . .. : : : . . . . : . . . 0 R%cmx.dIDown LlafTt F- 7-40 ZrC4g 7.4 0]F6FU 3 • N 19399 (L STORM PROTECTION PANELS,FABRIC,AND SHUTTERS SPECIFICATION SHEET SPEC SHEET/: 1. DATE: ~ !S� 1L cn CUSTOMER JOB CONSULTANT: W O Finished Size of Barrier Extrusions UI Total(UI)OR J {amu Square Foot-rotal t Style Color Loontlon Floor Width Inchon Height Inches) (SQFT) Header Track LF Sill Track L guild out Depth L-An le LF IV O 3 17 4 — yya•��� .. r a � V -%V e ,D 12 13 14 15 �7 15 O O O CO SPECIAL CONSIDERATIONS:-- - -_-- - -- - Spec Sheet-components: - - - - _ O �✓t1 ,{ �. UI Total UI /Square Foot Total(SQ - ravide the UI for panels,Bahamas and colonial shutters,and SOFT for Accordions (D CD and Hurricane Fabric.Square footage is calculated as finished wldth Inches x finished height Inches divided by 144 inches Header Tradt.Add W to the finished width of the barrler for panels and Shutter;and 4"for fabric. SIII Track-Add 6"to the flnished width of the barrier for panels and shutfers and 4"for fabric. Build out depth -distance from the exterior wall of the house required to avold obstacles. Keep a minumum of 3"of space between the glass of the window and the Storm Protection, L-angle measurement-Add 3"ft)the height on the left and right side of the barrier.Material is used to cap sides of the poneN. I have route a d agree with at the Job specifications above and the Special Torms and Conditions. Q] CUSTOMER SIGNATURE I 7f15/2015 Florida Building Code Online ifg - 3a �- � xv��x` ,.,✓ir xlo's�� r'0�a�rr`a# J/x �?n„v x`,fff5w „y�;:.�> �'�rt�fs.. �sva;:� ��.. _ � t � ..,.v BC15 Home : Log In User RegistrationHot Topic Submit Surcharge Stats&Facts Publications ! FBC Staff j BCIS Site Map [ Links Search r N�S iJ 31(f Busilhes ��' L t USER: Public User al _ Professi realProduct pegulation Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL1850-R10 =<F� Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561) 209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email i Category Shutters Subcategory Accordion i Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit,Jr., P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W. Knezevich, PE Validation Checklist-Hardcopy Received i Certificate of Independence FL1850 R10 COI HV Accordion CI HVHZ.Ddf Referenced Standard and Year(of Standard) Standard Year TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D f>{tps:!/8oridabLalding.orglpr/pr_appdtl.aspx?param=wGEVXQwtDgs9%2f°Ip2ftCOhplQoe{ShOCDrfdBDPIc3tFpHgWr4gNQIpQg°�3d%3d 112 7!1512015 Florida Building Code Online Date Submitted 04/26/2015 Date Validated 04/28/2015 Date Pending FBC Approval 04/29/2015 Date Approved 06/23/2015 Summary of Products FL# Model,Number or Name Description 1850.1 Bertha HV Accordion-Blade 3 Extruded aluminum blades folded together thru knuckles and (HVHZ) Drawing# 15-081 i retained by tracks to provide hurricane protection. I Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL1850 R10 II A S.S A'. INC. drawing DRWG,15-081.odf Approved for use outside HVHZ;Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports I Other: Large Missile Level "D". Max span is 12'-7" for 35 psf I FL1850 R10 AE A.S.S.A INC. P.E.R DRWG.15-081.Ddf positive ASD load and 13'-0"for 35 psf negative ASD load for Created by Independent Third Party: Yes one specific condition shown in span tables. See additional loads and spans on engineered drawings. L I 1850.2 Bertha HV Accordion Shutter Extruded aluminum interlocking blades retained by tracks (Combo) -..HVHZ-Drawing#15-079 (top and bottom) for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL1850 R10 II A S S A INC DRWG 15-079 Ddf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large Missile Level"D". Max. span is 13'-2"for 30 FL1850 R10 AE A.S.S.A. INC. P.E.R. DRWG.15-079.Ddf psf positive ASD load w/o window blade, 16'-0"for 30 psf Created by Independent Third Party: Yes negative ASD load for HVI blade w/o window blade for conditions indicated on schedule#1,sheet 12. And 15'-5"for 30 psf positive ASD load w/o window blade and 18'-0 for 30 psf negative ASD load for HV2 blade w/o window blade. See sheets number 12, 25, 28 and 28A of Installation drawings for j other spans and pressures. I 1850.3 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 1 Only(HVHZ)-Drwg# 15-080 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL1850 RIO II A.S.S. INC. Drawing DRWG.15-080.Ddf Approved for use outside HVHZ:Yes Verified By: AmericaniTest Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: Large missile level"D". Max. span is 16'-0"and FL1850 RIO AE A.S.S.A. INC. P.E.R DRWG,15-080.Ddf 14'-9"for 30 psf ASD negative load depending on Created by Independent Third Party: Yes centermates and locking rod configuration for the HVS blade, 8'-0"for +64,-72 psf load for HV blade for Keystone mountings 7-0"for+75, -75 psf for metals stud mountings and 8'-0"for 110 psf. for HVS and HV1A working in unison. See sheets 7, 11, 20 and 19 respectively of installation drawings for other spans and pressures. Contact Us:: 1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida. :: Privacy Statement::Accessibility Statement::Refund Statement ` I Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must providei the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please dick here. Product Approval Accepts: SL'CllrFtl'37 L'TtR3{_C' irttps:ltfloridatdldng.orgfWpr app dfl.aspx?param=wGEVXQwtDgs9%2f°/,,2ftCOhpJQoetShDCDrfdBDPfc3tFpHgLNr4gNQIpQgO/.3d%3d 2J2 GENERAL NOTES: I. BERTHA H.V.ACCORDION SHUTTER SYSTEM WITH H.V. BLADE N3 W/OR W/O H.V..WINDOW BLADE#3 SHOWN ON THIS PRODUCT EVALUATION DOCUMENT{P.E.O.) HIS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014 th 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, FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd=4.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 5, 6,7. 8& 18, 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 WIND LOADS . BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX. (A.S.D)DESIGN PRESSURE.RATINGS INDICATED ON SHEETS 5, 6,7,8& I& IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.O.,AS TESTED,WERE NOT OVER STRESSED.A 33 8 INCREASE IN ALLOWABLE STRESS FOR WINO LOADS'WAS TABLE OF CONTENTS ANALYSIS.A WIND LOAD DURATION FACTOR CO-1.60 WAS USED FOR VERIFICATION OF FASTENERS SPACING IN WOOD. BERTHA H.V.ACCORDION SHUTTER SYSTEM WITH HV.BLADE J3 W/OR W/O N.Y.WINDOW BLADE#3 ADEQUACY FOR WIND AND IMPACT LOADS HAS BEEN VERIFIED IN ACCORDANCE � WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS-PER-AMERICAN-TEST LAB OF-SOUTH FLORIDA REPORTS. _ AREA 1- H1/ BLADES() & tiAt -(71H.V. BLADE 13 50403.01-08 WITH ADDENDUMS #'3 &g3A, DATED 4/30/14,0825.01-10(WITH ADDENDUM f2.DATED 4/30/14). 1220.01-10, 1209.01-10&0422.02-14 - GENERAL NOTES.— _ _ SHEET 1 SYSTEM COMPONENTS, 1-21 SHEET 2 AS PER PROTOCOLS TAS-201,TAS 202&TAS-203,LARGE MISSILE SYSTEM COMPONENTS. 22-36 SHEET 3 -0H.V. BLADE#3 WORKING IN UNISON WITH®H.V.WINDOW BLADE 83 80829.01-08 WITH ADDEMOUM #2, DATED 4/30/14, AS PER PROTOCOLS TAS-201,TAS 202&TAS-203,LARGE MISSILE TYPICAL SHUTTER ASSEMBLY. SHEET 3A - 1D H.V. BLADE#3 AND(9 H.V.WINDOW BLADE J3 ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 18. AREA 2' W BLADE(1)AND1.BY WINDOW BLADE C1,lt 2. BERTHA ACCORDION PINS 33 ,0,@ OR ALTERNATE @. SHALL BE AS INDICATED ON SHEETS 3&4, USED AT BLADES KNUCKLE.ACCORDION PINS 32 USED AT HY DIRECT (WHERE APPLICABLE) MOUNT SHALL BE AS INDICATED ON SHEET 3.PINS SHALL BE 410-HT MINIMUM SERIES STAINLESS STEEL SCREWS WITH 173.6 KSI YIELD STRENGTH AND 187.4 KSI TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS, REGISTERED WITH TYPICAL MAXIMUM SPAN TABLES. SHEET 5 AMERICAN SHUTTER SYSTEMS ASSOCIATION, ANCHOR SCHEDULE- CONCRETE SHEET 6 3. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063-T6 ALLOY AND TEMPER,WITH Fy a 27.1 ksi MINIMUM (UNLESS OTHERWISE NOTED). ANCHOR SCHEDULE- CONCRETE&BLOCK. SHEET 7 4.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATER CARBON STEEL AS PER DIN 50018 AND SECTION 2411.3.3.4 OF THE FLORIDA ANCHOR SCHEDULE- WOOD SHEET 8 BUILDING CODE 2007 WITH 50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH &SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4, INSTALLATION DETAILS �9 -CONCRETE&BLACK SHEET 4 INSTALLATION DETAILS 77-9 -CONCRETE&BLOCK SHEET 10 S.BOLTS TO BE ASTM A-307 GALVANIZED STEEL.OR AISI 304 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. INSTALLATION DETAILS 10-METAL STUD SHEET 10A 6. SEE SHEETS 6 &e FOR ANCHORS SPECIFICATIONS ON DIFFERENT SUBSTRATES, INST_DETAILS W/HV CENTERMATES ®&® SHEET 11 7.THIS BERTHA H.Y.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT•#6779582.COMPONENTS OF 71115 APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S. PATENT INST. DETAILS W/HY'T" LOCK CEMFRMATES siiFEr 12 INST. DETAILS W/HD CENTERMATI-S®.®& SHEET 12 #5458779 ISSUED TO EASTERN METAL SUPPLY, INC. END CONNECTION DETAILS 1-6-CONCRETE&BLOCK SHEET 13 8. 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, INSTALLATION DETAILS 1W-6W-WOOD SHEET 14 CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION, INSTALLATION DETAILS 7WrIOW-WOOD SHEET 15 9. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE:DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT, OR OTHERS, MUST END CONNECTION DEDJ S 1-6-WOOD SHEET 16 PROPERLY CLOSE ALLCENTERMATES AND ENGAGE OR LOCK ALL LOCKS' AREA .3' My WINDOW BLADE (AA ONLY 10. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE TYPICAL WINDOW WADE TYPICAL SHUTTER ELEVATION WINDOW DETAIL SHEET 17 ON SHEET 18 11. BERTHA H.V.ACCORDION SHUTTER SYSTEM WITH H.V.BLADE#3 W/OR W/O H.V.WINDOW BLADE J3 INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 12. (a)THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A sn SPECIFIC PROJECT,L..WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED ON THIS P.E.D..PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONHTACTOR'S RESPONSIBILITY. THIS DRAWING SMALL ONLY BE USED TO (a)THIS P.E.D.WILL BE CONSIDERED INVAUG IF ALTERED BY ANY MEANS. OBTAIN PERMITS IN THE STATE OF FLORIDA (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (r-O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR RENEW. (e)ORIGINAL P.ED. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE1eff0;�N�AL ENGINEER OF RECORD THAT PREPARED IT. FLORIDA BUILDING CODE (High Velocity NUrricOne Zone N.TIi LQ 2015 EASTERN METAL SUPPLY,INC... a��Ns�` BERTHA HVTM A S A Accordion Shutter System �r c p t c. ■ ■ ■ !� Rv )LATE#3 W OR Accordion, Kv.WNDW stoat jp TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.No DESCRIPTION DATE DRAWN BY:LLL -J" �L 8355 N.W.]bin.St,3t...,."•,WLCINIA GAI1a[N5,F1APoQ1 3316 Association, Inc. i mn+a-on 4/tp/tsLSHIEEEr 0/15 �� : ���.RiRY. Phone:(305)67)-1530_F.:(305)871-1531 4268 Westroads Drive 2 No <S+S! 6`'��: -.1.1�..ow9l.00m West Palm Beach, FL 33407 3 0NAL WALTER -OD06T Jr.PE 4 81 1 l"f(,••-� ALTERA UI g 441 R7 5 P.E. SEAL/SIGNATURE/DATE 6 .is -AT 0. .100* -1 M2 -.125'0 SA r r -:;1-7.-7 69.51 T Aar --2.WO' 060'-- "f x 14 -7 -072' 0.334' qjI 670 .670' HV BLADE#3 1.7' 004 68, 70 T T- .670' oso 0.2le -2.2w*- 1 ALUMINUM ANGLES to HV WINDOW BLADE 43 3.s2o' 929L 3'993. @18 HV HEADER V B.06 TRACK HV HEADER/SILL HV 1"B.O.HEADERISILL QUALIFIED FOR USE W/ HV. SEE LIMITATIONS OF USE B BLADE(a) R BLADE ON SHEET 18 IFIED FOR USbW/ HV QUALIFIED FOR USE W/ HV F; @ a QUALIFIED FOR�S QUALIF1,ED Fr�R& BLADES HV 13LADES 3LAD S HV BLADE(D 3.226- . rx 70 ',_.670 F' .063' (TYP.) --y- im.ximx YIE1 2 62' Y 1- 10.062-1 LF I r -3,352- 2.092*- -..072'1.226- 072J374 4.436' HV DIRECT MOUNT HV 90*1180*STARTER SIDE ANGLES 6 HV ADJ.FLOOR TRACK (D HV ADJ.ADAPTER W/LIP HV WALK-OVER TRACK (DQUALIFIED FOR USbw4TTI-IV (S CORNER POSTS Ou FLED FOR USE W/ HV BLADE QUALIF18ELDAJ)FEOR�SE QUALIFIED FOR S 10, S (D BLADES(D,o UAQFIED FOR US,%W/ W QUALIFIED FOR USE W/ W '(9 QUAIJFIED FOR-US W/ HV BLADES BLADES(D. ILADEUF W1 "V NEOPRENE SPA=SEnVM 13LADES 4.660r- 0.75*0 Oe1Tc./' PwE 1/4*-20.1/2- 114--20 -4.576" INN.W4 xS1 S.& 9 (2 2.293' 1�41/ 745- of2i-20 HokStNG 0.14M I/4'-20 "N"O's O'S' -1293- �745' Oj/pOLES MR MESO BAKED PAINTED RAT BAR (2) 5.5,U.S. X HOUSU4 ENAUEL BAKED PAINTED "'5 8. (,o')o+' ? L r 4 a. Or L '2. 1 6 6 .4.700 318 ESS FU 052' 0.615, CTUNDER =6 IMU FOR(1)/16'0-1011 S/ 0. Kv.S 'EU 1HUMB SCREW W/METAL KM(CHROAE BRASS GI 13 HV CENTERMATE HV FLOATING CENTERMATE 15 S.S.SALT WATER LOCK "m J2' 4'1.4 9' Pwat) (C101OUE PWED) QUALIFIED FOR USE W/HV QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV SLAOE(j) ip BLADES I BLADES(D,@ 16 H.V.LOCK H.V.EGRESS LOCK 4.045' 0' (5 V-11.75131, QUALIFIEDFOR USE W/ w QUALIFIED FOR USE W1 HV 0,334 BLADES(1).(& 0 tV 6- �6 BO -1.000- COMPONENTS 0" Ar h 00; 6063-T6 ALLOY AND TEMPER 1sss 22, SCALE 1/8--1 HV MALE"r'LOCK KV FEMALE"T'LOCK L-2.750- 6-ENTERMATE PLAN 21 HV"T.8"LOCK a CENTERMATE FRONT ELEVATION QUAUFIED FOR USE W/ HV QUALIFIED FOR USE w too, IpF R"r'LOCKCENTERMATE QUAUFIED FOR USE W1 HV BLADE G) BLADE I# IFIED FO R USE W/ HV BLADE(D FLORIDA BUILDING CODE (Hickh Velocity Hurricane Zone) Al 1. Me 2015 EASMiN METAL SUPPLY,INC. BERTHA HVm Accordion Shutter System 11LIEco ... A.S.S.A RV•BADE 0 W CaMR W p H.V. WINDOW MADE#3 American Shutter Systems REV.N. DESCRIMON DATE DRAWN 13Y.M.L- 4A, TILUT TESTING &ENGINEERING COMPANY Association. Inc. I OLD 13-M 04/10/IS DAM-04/10/15 Gus N.W.36K SL.St..3W.VLRC48A GARDENS.FIORKA 3316( 426B Westroods Drive 2 n...:(305)871-1530.F..:(305)671-1531 West Palm Beach, FL 33407 3 DRAWING No -Oslo -Q..un.-O-L . E8-0006719 15-081 WALTER xTur Jr.P.E. 4 FLORMA UC.0 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 2 OF JB .255 FIN 2,MIN X CYLINDER OR r KEY CYLINDER 27 dw 083' .214' w 12 '063 .214 545' 0.4175'Mi.. 1 .125'M.. 12"LOCKING ROD A 6"LOCKING ROD 22 HD CENTERMATE @ HD CENTERMATE 24 HD CENTERMATE'S QUALIFIED FOR Iff W/ W QUALIFIED FOR USE W/HV W1 LOCKING ROD W1 NO LOCKING ROD INSERT BLADE BLAOE(D QUALIFIED FOR USE W1 HV QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ IN EILADEQ —BLADE-(J) BLADE 0 'IrwaTURN TiON WILL REQUI E A INSTALLATION R 00 OR KEY OLE DRILLED AT TRACKS FOR- PROPER CYLINDER EMBEDMENT BY REGENT HARDWARE MORTISE LOCKS 25 HD LOCK SERIES 2333 HOOK SOLT LOCK QUALIFIED FOR USE W/ HV S.S.RNSIS BLADE(j) 0.324' 3/78•x7/8"p. t2 > Ip ELEVATION A n27 HV 1/4"0-20 AISI 304 SERIES (OHV318"0-116ACETAL C28 SED 29 HV SHORT ESSED &HVNYLON HAT8 HV WHEEL CARRIAGE S.S.THUMBSCREWS THUMBSCREWS NYLON BUSHING NYLON BUSHING WASHER ASI 302-303 SERIES QUALIFIED FOR USE W/ W QUALIFIED FOR USE W/ HV BLADE(3) BLADE 07 .400•, 0.204-L A53* COMPONENTS o P7. (CONTINUED) N.T.S F 32 HV DIRECT 33 HV PIN 0 BLADE & HV PIN 031 35 HVco I V IFN A 10 MALE KNUCKLE (D36 ALTERNATE PIN MOUNT PIN #10-18".2 3/4"W/ #8 HID, #10-18-.2 .3/4* W/ #8 NO. _ '(),(22),(23). BLADE 84 (39. #14-14x1 3/4" W/ #8 HD. W1 HV HO MARKING W/ W1 HV HD MARKING W #14-14'X2 3/4- W/ #8 HD, #10-18"x21-W/ #8 HD, W/ HV HD MARKING DACROSHIELD COATING DACROSHIELD COATING W/ HV HP MARKING W/ W/ "4" HD MARKING W/ (SEE DETAIL X, SHEETS 13 & OACROSHIELD COATING DACROSHIELD COATING 16) W/ DACROSHIELD COATING 1r-,%A.pl 'N- FLORIDA BUILDING CODE (High,Velocity Hurricane Zone', ........... 2015 EASTERN METAL suppLy,INC. BERTHA HVTM Accordion Shutter System JILIECOim.. S A , ,A. S KV.BLADE h3 W/OR W10 H.Y. WINDW MADE#3 American Shutter Systems REV.N. DESCRIFMOM DATE DRAWN By.M.L. TILLIT TESTING & ENGINEERING COMPANY Association. Inc. I DATE-04/ioj-15 --j OM N.W.36U,SL,St..305.YMINIA GARDENS,FIGROA 33iot %;I$. ......... (305)071-1530.F..:(305)871-1531 4268 Westroods Drive 2 . WALTER A LbT —11:Lift— 001—M West Palm Beach, FL 33407 .3 DRAWING Na ONA EEI-M0006719 15-081 J,Xf. 4 P.E. SEAL/SIGNATURE/DATE FLORIDA U..1 44107 6 SHEET 6 3 OF 18 1 I el OR II II I� 06, EXTERIOR EXTERIOR EXTERIOR EXTERIOR j I I i j 1 j i ao "1 ASSEMBLY ATA. ASSEMBLY IN BETWEEN(. ASSEMBLY ATA. ASSEMBLY IN BEfWEENA (®GO EVERY OTHER INTERIOR KNUCKLE) ((DGO EVERY OTHER INTERIOR KNUCKLE) TYPICAL SHUTTER ASSEMBLY TYPICAL SHUTTER ASSEMBLY WHEN 23i LONG.NOMINAL PINS ARE USED* WHEN 3" LONG NOMINAL PINS ARE USED SCALE 1/+•-I- -THE HV PINS k BUSHINGS ARE PRE—ASSEMBLED.TO KEEP BUSHINGS ON THE PIN A NOMINAL 0.275" O.D. z 0.130' I.D. x 0.072'THK. RUBBER RING IS PLACED OVER THE END OF THE SCREW,THE RING IS LEFT ON THE PIN WHEN INSTALLED INTO THE KNUCKLE'S SCREW BOSS. ' FLORIDA BUILDING CODE (High Velocity Hurricane Zone ITIAi 0 2015 UMMN METAL SUPPLY, INC. , � . E A .T -, BERTHA HIP •• �---�w A A FT,L 1 E G 0 �N C• „ � � . Accordion Shutter System Kv.BLADE#3 W1 OR W/D H.Y.WIMM BLADE ip S771W7 TESTING do ENGINEERING American Shutter,Systems Ref.N. DESMPTION DATE DRAWN BY.W.L.COMPANY Sj • T 8355 N.W.361h.51„Sit 303,VIRG—GNDFNS,FLAFW 3316 Association. Inc. 1 an�s-aw .7�o7,a OATS OS/10/15 Phan.:(305)877-1530.Fox:(305)871-1531 4288 Westroads Drive 2 DRAWING Na fir¢`.40till) .:'1ty 4 m'E8�0008770t.com West Palm BeOch• fL 33407 3 t�_0�1 � s ••"' .��,C���` •`` WALTER A TILT Jr.P.E. P.E. St �#AEJbATE FLORIDA u..y 44167 ; SHEET 3A OF 18 .(11*1> (31)> 0_1> 2«3a4-) @-@2 NOTES ON HV, HV "T" AND HD LOCKS AND CENTERMATES: T T T flL I I nil]�n VALID ONLY FOR INSTALLATIONS WZ HV (1) BLADE APPLICATION W1 HV LOCKS AND CENTERMATES: 0_@ LU ONE HV LOOK g or @ or 10 SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY TO 156'.AND FOR INSTALLATIONS AT ANY .@4 OR ELEVATION EXCEPT FOR INSTALLATIONS INTO METAL STUDS. HV LOCK @ or @ or @ MAY BE USED AS AN INSIDE OR 0 10 SPAN OR 12-ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS up OUTSIDE LOCK,ATTACHED TO @ or(a CMTERMATES W/(2) 1/4--20 x 1/2*LONG FLAT HEAD S.S.M.S.LOCATION OF > LOCK SHALL BE AS INDICATED ON CAL SHUTTER ELEVATION.USE OF LOaONC RODS W/ 7 AND 27 S COMPIEtELY OP110W1L 1-0-OR-0- -.2.-MANDATORY CONDITION STUDS, ONE W LOCK @ or @ or @ SHALL BE SHUTTER SPANUSED AT 1/2 OF_§HdffERSPAN FORANYSPAN-OR-1 2"-ABOVE-OR-BELOW 1/2-OF-SHUTTER SPAN-FOR SPANS Up U (SEE SCHEDULE TO 156' AND FOR INSTALLATIONS AT ANY ELEVATION EXCEPT FOR INSTALLATIONS INTO METAL STUD.-HV_C45CK 0 or ON SHEET 5) @ or 6 MAY BE USED As AN INSIDE OR OUTSIDE LOCK,ATTACHED TO @ or O'CENTERMATFS W/(2) 1/4'-20 x 4 14 1/2-LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS(�6�W/@ OR(0 TOP AND BOTTOM IS COMPLETELY MANDATORY. 16 1/2 OF SHUTTER SPAN 16 FOR INSTAUATJONS W/ 3. uANIIATOgy ciiMpmD14#3 Fm KEYSTONE MoUtfnNa IHSTAUAMHS- ONE KV LOCK(13 or @ R or @ SHALL BE I (1),IV OR HO LOCKS OR USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12-ABOVE OR BELOW 1/2 OF SHUTSPANS UP SHUTTER SPAN FOR MAY BE INSTPLUOI 12"ABOVE TO 96-,AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK @ or.I or 0 MAY BE USED AS AN INSIDE OR 11 T SHU OR BELOW MIDSPAN OUTSIDE LOCK,ATTACHED TO @ or(9 SYMMETRICAL CEI (2) 1/4-20. 11r LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION.USE OF LOCKING RODS(L4 W/ <Q7� OR TOP AND BOTTOM IS COMPLETELY MANDATORY. I lilt 111, �1 D'III 1 1 4.JIF DESIRED,FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES,UP TO TWO H I I OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMAYES LOCKS I OR MAY SEE END III I IU' I U OR(0 SHALL BE AS INDICATED ON NOTE (1)ABOVE. DETAILS ON ON 13& 2> LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. SHEETS 10, 44�>�>" 16 TYP, FULL OOR(5)OR(D T,oR 8 APPLICATION W/ HV "T" LOCKS AND CENTERMATES- HEIGHL Q) 1-r1E MY n--LoM a,AND CIENTUALATES Q AND CO) OR(@Ot(@ OR @�@OR ONE ALTERNATE W-r LOCK a MAY BE INSTALLED IN UEU.OF OTHER LOCKS FOR ANY SPAN AND INSTALLATION AT 010-1@11@ OF CENTERMATES ANY ELEVATION.ALTERNATE LON @ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF LOCK @ UNLIMITED WIDTH— (g) USING 'J* CUP @.AS SHOWN ON SECTION 15, SHEET 1Z WHICH MUST BE CONNECTED TO CENTERMATES (g)AND @ W/ 1/4-0-20x1'S.S.M.S. INTO A 1/4'0.5/8'MvNvr.LOCK MAY BE INSTALLFD AT MIDSPAN OR 12' MAXIMUM ABOVE AND BELOW MIDSPAN. USE Of TWO LOCKING RODS @ or Q)TOP AND BOTTOM is MANDATORY. TYPICAL(j) H.V. BLADE #3 SHUTTER ELEVATION APPLICATION W/ HD LOCKS & CE►dT£RMArES: NJ.& )MON J I YALTL7 FOR NO LOCK Ig W1(2)HD MM MATES a oil OR SEE UM 11 ON SHEET 18.S OF USE FOR BLADE eEi��1 W7 ONE AlTER1JA7E HO LOCK @ MAYBE USED IN LIEU OF OTHER LOCKS FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. (g ON (a ALTERNATE HD LOCK @5 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK ATTACHMENT OF HD LOCK®TO IS W1(3)18 x 3/8'F.H.S.S.M.S,AND INCLUDES REINFORCEMENT INSERT@ AS SHOWN ON SECTION 1B,SHEET 12.LOCK MAY HE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN. USE Of LOCKING RODS @ or is COMPLETELY OPTIONAL z.."O' 'ER A. FLORIDA BUILDING- CODE (High Velocity Hurricane Zone) 02015 EASTERN METAL SUPPLY,INC. %JG Ely N, BERTHA HIP 0 / UE C 0 KV.MADE 45 W1 CMR ItV.VANDOW BLADE#3 Accordion Shutter System TIL A S.S.A Shutter Systems P".R. American OESCRJPTION DATE OWN By.ML TILUT TESTING & ENGINEERING COMPANY Association, Inc. _w q'o/g. DATE:04/10/1 6355 H.W.J6U,5L.SU.3D5,VIRGM�06.FL.Rnk 331 Ph... (305)871-1530.Fox:(305)871-1531 4268 Westroads Drive 2 ARAWING No - W 61:t4t.-O. .— West Palm Beach, FL 33407 3 L EB-0008719 WALTER A.11!117 Jr.P.E. WALT FLORIDA U.#44167 5 P.E. SEAL/SIGNATURE,/DATE 6 4 OF is (1)L+:MA)gUUY ALLOWABLE SPAN RIR A GIVEN POSITIVE ASD.DESIGN PRESSURE MAXIMUM SHUTTER SPAN "L+",OR "L-"* (ft.) MAXIMUM SHUTTER SPAN "L+" OR "L-"* (ft.) LR-1�UNDUUM ALLOWABLE SPAN FOR A OMEN NEGATIVE A.S.D.DESIGN PRESSURE FOR INSTALLATIONS W/ Q HV BLADE. e FOR INSTALLATIONS'W/ (DHV BLADE. A (Z)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WNL MOUNTINGS CLOP/B0170U)OR FMR/CERDIG. POURED CONCRETE,CONCRETE BLOCK t GIVEN A A.S.O.DESIGN PRESSURE RATING,DETERMINE FIAXIUUM SPAN'L+'FROM AND WOOD INSTALLATIONS i MAXIMUM FOR METAL STUD INSTALLATIONS X SCHED LES. MAXIMUM ONEN A NEGATIVE A.S.O.DESIGN PRESSURE RAING,DEIERIJIN£MAXIMUM SPAN'L' A.S.D. AS.D. FROM SCHEDULES. FtOpRt CING MIN.SEPARATION PRESSURE WNLL MOUNTING FLOOR E CEILING MIN.SEPARATION PRESSURE WALL MOUNTING MOUNTING TO GLASS FINAL ENRUUM ALLOWABLE SPAN 6 EQUAL TO 1TSE MtAtdtlM OkTFRLBDffo SPAN ELATING MOUNTING TO GLASS RATING ... .-.._--- " BETWEEN Y+'AND (PSQ —•--- (050 + _—^- LOGfI (+or L(FT) I:(FT) C(FT) L Fq KNUCKLE O RNNATE (5)PROCEDURE 10 DETERMINE NIMMUM SPAN FOR COUBOWTVOtS IN BETWEEN WNL {�0r-) (FT) L"LFT! L(FT) L'LTTE KNUCKLE cENTERNATE NDUNIwGS W/FlOPR/TFR1N0 YOUNRNGS: 35 1T-7" 13'-0" 12'-7" 13'-0" 4" 43/8" - -- 64 -- 7'-0" 7'-0" '- --- -2314"-_-41/8" FOR A GrVEN POSITIVE ASD.DESIGN PRESSURE RATING: -- -DGERMINE- - - 40 IT-10" 12'-3" 11'-10" 12'-3" 4" 4318" U+-MAX SPAN FOR WNL MOUNTING tNSTAtli'f70Ns.' - 45 11--9" 11'-1 T'- 11'-9" - 7-17--11" 4" 4 318" Lx+-MAX SPAN FOR RnoR/CDUNG MOUNTING INSTALLATIONS. 50 1 T-5" 11'-6" 111-61 111-61 4" 4 3/8" 72 6'-7" 6-7" - - 23/4" 4 i18" FOR A GIVEN NEGATIVE AS,D.DESIGN PRESSURE RATING; DETERMINE 5 11'.4" 11'-4" 11'-4" 12'-4" 4" 43l8" � L,-_MAXMAx.SPAN FOR WALL Mo1RLTING INSTALLATIONS. 60 10'-6" 1 D-6" 10'-6" 10'-6" 4- 4 WET" L2—MNL SPAN FOR FLOOtT/CfiiffTG MOUNTING wsTAUA1tONs. 65 8'-6• &-6" &-8" 6-8" 4" 43/6" SEE SECTION 10 ON SHEET 70A 70 6'-3" 81-3" B'-3" 6'-3" 3 LIES" 4 1/B° 'IF-'AND'U ALLOWABLE SPAN s EOl1N.TO THE MwluuM BETWEEN'4+','la+'. Yr'AND'ts-- 75 T-9" T-9" 'r-9" 7'-9" 3118" 41w (A)GO To ANCHOR SCHEDULE ON SHEET'S e&7 FOR CONCRETE AND BLOCK,SHEET B BD 7'_3" 7`-3" T-3" 7'-3" 3 1/8" 4 118" FOR WOOD AND TO SECTION ON SHEET 10 FOR AEMMNE MOUNTINGS AND SHEET IDA FOR MEMN.SKIDS WITH FINAL MAXIMUM ALLOWABLE SPAN AND NEGATIVE A-SM ESS 6-1D" 6-10" 6-10" 6'-10" 3 116" 4 116" DESIGN PRESSURE RATING to DENRUINE MAXIMUM ANCHOR SPACING. 90 S.T. 5'-7" 5`-7" 5'-T' 3 116" 4118' (5)MNDIUM SEPARATION TO GLASS SHALL BE THE GREATEST MEASURED FROM EITHER 95 S-6" 6-6' 6-61 6-6" 3 118" 4 118" REAR OF KNUCIGiS OR REAR OF LOCKS/CEHIERMATES(AS APPUCA"70 CI-ASS. 100 6-6" T-6' 5'-5" 5'.6- 4118" 1 6-31 10 5-2" 5-2 5--2" --S-T 1 3116" iya" 1 MAXIMUM SHUTTER SPAN "L+" OR "L-"* (ft.) FOR INSTALLATIONS W/a & ®+ HV BLADES. A APPLICABLE FOR l7 NY AND Q HV BLADES SUBSTRATES CONCRETE & 't EXCEPT THAT MAXIMUM S14UTTER SPAN-L+'OR"L--AND MAXIMUM POURED CONCRETE,CONCRETE BLOCK MOUNTINGS MASONRY METAL SCUD WOOD A.S.A.DESIGN PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE MAXIMUM AND WOOD INSTALLATIONS iW, 3W, 4W OR CONCRETE BLOCK SHALL DE LIMITED AS FOLLOWS, A.S.D. WALL 1, 2, 3, 10 PRESSUREWALLMOUNTING FLOOR/CLING MIN.SEPARATION 4, 5 & 9 7W, 9W & IOW I-CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO+64,-72 p.s.F. RATING MOUNTING TO GLASS AND 7-6'SPAN,SEE SECTION 9 ON SHEET 10, (PATI0—) FLOOR/CEILING L'(FT) L+(FT) L(FT) KNUL`FttE = FLOOR/CEILING 6, 7 & 8 --- 2W,&36W 6W 9'-6' 9'-6" .9'-6. 312" 33!8" EXCEPT THAT MAXIMUM SHUTTER SPAN "L+' OR "L-' 8'-11" B'-11" B'-11" 3 i!2" 33!8" AND MAXIMUM A.S.D. DESIGN*PRESSURE RATING FOR +SEEUM ATIONS OF USE FOR INSTALLATIONS INTO WOOD SHALL ESE LIMITED AS FOLLOWS: BLADE 80N SHEET 16. 1- CONNECTIONS TO PLYWOOD LIMITED TO t62 p.s.f. AND 8'-11- SPAN, SEE SECTION SW ON SHEET 14. 2- CONNECTIONS TO HOLLOW CEILING LIMITED TO ±62 p.s.r. AND 8'-0' SPAN. SEE SECTION 2W ON SHEET 14. FLORIDA BUILDING CODE (High Velocity Hurricane Zone ILL 4 @ 2015 EASTERN METAL SUPPLY. INC. A11`1 �P............. - BERTHA NVTM A S A Accordion Shutter System './if L E G O Y N G. ■ ■ ■ = HV.RADE h5 W1 OR W/0 TLV.WINDOW BIADE ii American Shutter Systems REV.A. DESCRIPTION DATE I DRAWN BY:M.L. TILLIT TESTING & ENGINEERING COMPANY OF As9octatTon, Inc. 1 ,�a v1I),A DALE o+/Tq/Is �+ 1A955 N.W.]61h.$t.51,.]oS.NRGINLA GANDENS,FLOW 3]16 CAL Ph0 a:(305)871-1530.F.:(305)871-1531 4268 Westroads Drive zDRAWING No - 0:UR-0-1— West palm Beach, FL 33407 3 15-081 "'-s/ANAL 6K"' WATER A LUT1Jr.A.E. FLORIDA Ue.(1 44167 5 SHEET P.E. SEAL/SIGNATt1kE/4ATE e 5 OF 18 -SPECIFICATIONS ON ANCHOR REOWREMENTS• POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES SPACING IFGFNn wool;w/Ao+ IHKAQaeI 1Fi:Imom MAXIMUM ANCHOR ► SPACING (in,) SCHEDULE FOR A GIVEN MAX SHUTTER t_MOMS To WAD,SHALL BE AS FOLLOW: ALL POKIS SOLJO-SIT SPAS{ ASD DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING (A) To DUSTING POURED COHCREIE BLUE T"Wm+CAP MOUNTING TYPE QNCRETF INSTALLATIONS -1/4-o TAPCON W ADVANCED TIRO DRU TEa;;aM,AS MNUR IURED at LT.W.BURDEX.(Mm.rc-3 wl) ORso. TA FR+ �..� � -1/4.0 x 314"ALL PANTS SOLD-SET MOM AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANI�(Mn rc-3 s o. (SEE MOUNTINGS 1,2,3,4&5 ON SHEET 9) -1/4.4 BLUE TAP CONCRETE ANCHORS WITH CM,AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Min.rc-2 wi). 1/4-4 TAPPER+ANCHORS AS wmTACIURED BY PPBFRS FASTENERS,INC.(Min.rc-3 w),AND OSBGSUTED BY ALL POINTS SaM,ODNJ'&SPSCA-Tf COMPANY OR POURED CONCRETE ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REOISFEREU W/THE M;FRICAN SHUNTER SMENS ASSOCIATION,INC. I & (?)WALL MOUNT' GS & 4 WALL MOUNTING 5 WALL SILL MOUNTING NOTES:- - uUM W/Q3 .®OR® W/l5J'+'OO W/OB 'F© snu(n} Al)WN!UJM EMBEDMENT INTO POURED CONCRETE OF TAMON W/ADVANCED T RENIFORM TEGWOL=AND TAPPER+ANCHORS IS 1 J/4-.AND 1 1/2-FOR BLUE TAP ' ASA.OE31GN NE(ATIYE IIIb(p.D ASA ANTS W NEGVh£tII+D(p,tj 'ASD.IXSYdt NEGfi2 tII'D{p"i} WR14 CN ANtliORS. 30 40 50 60 7U b0 90 100 110 JO 40 50 60 70 b0 90 100 110 ]U 40 50 60 70 BO 90 Io0 110 A2)'M6NIMULI EMRP.DMENr OF 1/4'4 x 3/4'ALL POINTS SOUD-SET ANCHORS SHAD.BE 7/8'INTO THE POURED CONCRETE NO EMBEDMENT WTD STUCCO SHALL BE 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 0 9 9 9 9 9 9 9 9 9 PERMITIM 114-e-20 SS.MACHINE SCREW USED SPALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO FJt1SL AND i`WOW"FOR WNLS WITH NO"STUCCO, OR LESS g- -9 -9 9 '9- -9= 9 9=-9 9 4 9 9 9 9 9 9 9 3 9 9 9 4 9 9 9 4 A3)W CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS CA ANY VENEER 8E FOUND ON THE IXISTNG WNL OR FLOOR,ANCHORS SHIN.BE ICING 9 9 9 9 9 9 9 9 9 9 9 4 9 9 9 9 9 9 9 -9- 9 9 '9--9 9. 9 _g- ENOUGH TO REACH THE MAIN SIRUCIURE BEHIND SWM WALL FNSHLS.ANCHORAGE SNAIL BE AS INDWAIFA ON NINES&I)&A2)ABOVE FOR INSTALLATIONS ON VINYL SIDING-WRH'OFt=VlfIHOUT METAL-STUDS OR EBS_WTM NOTA&NDS COSULT THIS ENCINEOL EOR INSTALlATI0N5 PITO OFS WITH METH.&NOS SFE SHE7T 10, 9 9 4 9 �99: 9 9 9 9 4 4 9 9 9 4 9 9 9 4 9 9 9 9 9 - -.. ._--- _ --4,_0' _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ (B) TD 04STING AWN C-90 CONCRETE BLOCK WALL-99 9 S 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 I/4-P 1APCON W/ADVANCED TIIREAODRM TECHNOLOGY ANCI471IS,AS MANUFACTURED OY LT.W.BUILODL 9 9 9 9 9 9 9 9 9 9 9 9 8 9 9 9 9 9 9 9 9 9 9 -114-4 x 3/4`ALL POINTS;SOUB-SET ANCHORS AS OSIRBURED BY ALL POINTS SCREW,SOT&,SPECIALTY COMPANY, 1/4b GLUE TAP CONCRETE ANCHORS WITH CAP,AS MANUFACTURED BY FLORIDA FASTENERS DHREC1 INC. MS9 9 9 9 9 9 7.5 5 9 9 9 9 9 9 9 9 9 9 9 9 9 9 4 9 9 9 _ 114'4 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS.INC„AND DISIRIBJTED BY ALL FDINIS 93?M,BOLT&SPECIALTY COMPANY OR ANY OTHER APPF"M - _ _ _ _ _ LICENSED OR AUTHORIZED VENDOR REGMMED W/THE AMERICAN SHUTTER SYSTEMS ASSOL-ATION,INC. 9 9 9 4 8 SS 4.5 3.5 9 4 9 4 9 9 4 9 9 99 9 9 9 9NOi,Ps.9 9 9 9 9 B.5 7 5.5 9 9 9 9 9 9 9 9 9 9 4 9 9 9 9 9 9 9 B.1)MINIMUM OJBLTMENT R+TO CONCRETE BLACK OF TAP CON W/ADVANCED THRFADFORM TECHNOLOGY ANCHOR IS 1,YND 1 1/4'FOR TAPPER+AND BLUE TAP WITH CAP 9 9 9 4 9 B.S 6.S 5 9 9 9 9 9 9 9 _9 9 9 9 9 9 9 9 9 ANCHORS. 6`-0' _ - - - - _ _ -- - - - _ 9 8,2)MINIMUM EMBEDMENT OF 1/4'0 x 3 S ALL POINTS SCUD-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO EMOEDMOiT WTO STUCCO 9 4 9 9 6,5 4.5 4 J - 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 - / 9 9 9 9 9 7.5 5-6 4.5 - 9 9 9 4 9 9 9 9 9 9 9 9 9 9 9 4 _ SHALL BE PERMITTED.1/4'0-20 S.S.MVCWNE SCREW USED SHALL BE 1 112'IANC MINIMUM SHINED SIlICCO E)CI5f,AND 1'MINIMUM FOR WP11S WITH NO STUCCO. 9 9 9 9 B 6 14.51- - 9 9 4 9 2-- 9 9 9 9 9 9 8,3)W CASE THAT PRECAST STONE PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BF.FOUND ON THE ORSRNG WALL OR FLOOR,N;CHORS SHALL BE LONG 7'-0• _ .. _ _ _ . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ENOUGH TO HE"THE MAN STRUCTURE Do IND SAO WNL FINISHES.ANCHORIZE SHALL BE AS INDICATED ON NODS Dl)&B2)ADOJE FOR INSTALLATIONS OI VINYL 9 9 9 6.5 4.5 3.5 3.5 9 9 9 9 9 9 9 9 9 9 9 9 9 9 - SONG WITH OR WITHOUT METAL STUDS OR M WON WOOD SUDS CONSULT TARS£NaNOR FOR INSTALLATIONS INTO PIFs WITH MEFAL STUDS SPF SHM 10, 9 9 9 9 7 5,5 4 1- - 4 9 9 9 9 9 9 - - 9 9 9 9 4 9 9 - - (C) AMcNOR5 SHALL BE INSTALLED FOLLOYAI+G ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MAWUFADIURFR. 9 9 9 B.5 6 4.5 - 9 9 9 9 9 9 9 9 9 9 9 9 8.�. _ _ _ _ _ _ _ - - - _ _ _ _ _ _ (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(CO.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 9 9 8 4.5 3.5 - - - 9 9 9 9 9 9 - - - 9 9 9 9 B 9 - ,EOGE Lu�"TAN[E VERSOc SPACING SCHEpUCF FOR AHCHORS- 4 9 9 7.5 5.5 4 9 9 9 4 9 9 - - 9 9 9 9 9 9 tAA%IMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES WOICAIED BELOW,FOR E 0.tFSS THAN THE WIM.ATED,REDUCE ANCHOR SPASMS BY MULTIPLYING 9 *94�' 4.5 - 9 9 9 9 9 9 9 9 9 9 - SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS.REDUCED SPADING OBTAINED USING FACTOR SHALL L NOT BE LESS 7HAN uIMMUM SPACING INDICATED 9'-0' - _ _ _ - _ _ _ _ _ - _ _ _ _ .- _ _ _ FUR EACHI ANCHOR TYPE. - 9 9 4 9 9 -- 4 9 - FACTOR 4 - - - 9 9 9 9 9 - - - 9 9 '9 9 9 - - - - ACTUAL TAPCON WITH ADVANCED THREADFORM TECH. ALL POINTS SOLID SET BLUE TAP WRH CAP TAPPER+ 4 - - - 9 9 99 9 - - - 9 9 9 9 9 - - EDG£ MIN_SPACING 10'-D" - - - - - - - - - - - - - DICTANCE 3 4" MIN. SPACING-3 1/2' MIN.SPACING - 3' 3 3/4- 4- 9 - - - - 9 9 9 4 9 - -_ 9 9 9 9 9 - - - - ED. T OURED E £ POURED CONCRCFE& POURED CONCRETE&ELOCKPOURED CG GMF CRY E eOCX9 - 9949 9 - - 9 9 9 9 9 - - - I4µEA.=3 1 2' MK E0..2 I/2` CONCRETE BLOCK CONCRETE EILOCK MN FD.-J tjt NN.ED.-2 I/Y 93.5 - - - - 4 9 9 9 9 - - - 9 9 9 9 9 - - - - 1WK ED.-3 1 2' IAA EOLLI'-0' _ _ _ _ _ _ _ _ _ _ 3" 0.90 1.0 4.78 T.O 0.84 1.0 _ _ - - 9 9 9 �9 9 9 9 9 9 9 2 1/2' 0.61 IA - - 0.67 1.0 9 9 5.5 4 9 9 4 9 9 - - - 4 9 9 9 9 - - - - 2' OJt - - 0.51 - 9 8.5 5 3.5 - - - - 4 9 9 9 - - - 9 9 9 9 - - - - 1 3/4- 0.91 4 },5 J 9 4 9 9 .� 9 9 9 9 - - 9 Z5 4.5 - - - - 9 4 4 9 = _ _ - = 9 9 9 s - - - - - 1 HV BLADE 3 0R 1 HV BLADE 3 W 9 7 - - - - - 9 9 - - - - - - 9 9 - - - - - - - � SEt UMRATIONS O B.5 4 - - _ _ g g _ _ _ _ _ - _ g g _ _ _ _ - - _ ONESHEET LADE IA 9 g _ _ _ _ g _ -- = _ _ _ _ 1 HV WINDOW BLADE WORDING IN UNISON* FLORIDA BUILDING CODE (High Velocity Hurricane Zone i40-%. 0 2015 EASTERN METAL SUPPLY,INC. j ENS`%.�s) BERTHA HVTM IL E G 8 RNC. A.S.S.A' Accordion Shutter System * FLv.F�aae#3 W C(2 W10 RV.W W�IXADE r 71WT TESTING & ENGINEERING COMPANY American Shutter Systems REV.Nu DESCPJPTWN DATE DRAWN BY:u3_ ' QC Association, Inc. 1 oYD o-aa •/wpt; DATA 04/10/15 O `• fi 4++ ears N.w.3D04 sL 51>303.VN F-GINM GARDENS,FLORIDA1-153;316 4268 Westroads Drive z ..... -- Pnone:(305)&71-1530.Fox:(305)971-1531 DRAWING NO •::.::--' �\ e-mmL�BO1G4087iel`°m Wast Polm Beoeh, FL 33407 3 5 Off' 4 OVAL ti WALTER A TWT 3,P.E. 5 SHEET FLORIDA Ue.�44167 P.E. 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WALL-MOUNTINGS CEILING MOUNT-3W WALL-MOUNTINGS CEILING MOUNT 3W WALL MOUNTINGS FLOOR MOUNTINGS 1W. 4W, 7W, 9W-&-10W�'- __� 6W & 8W____ 5W 1W. 4W. 7W, 9W & 1OW FLOOR MOUNTINGS 1W,-4W�-7W_9W_&_1OW FLOOR MOUNTINGS MOUNTING 6W & aw 6W & OW XSEL KGATK LOAD(W) $a oom,;WJK LGAD Ipa) "D pum HEGATK UU (,a) A.S.D.Dmw NEGTK Low(p,f) AS.D.DMGM NWATW LOA)(pd) ASA.DMIGH NMTWE LW(pe) CSatwwMtw" T-F4-_Fs_-_F-_-170 80 9011001110.30 40 50 1 60 170 1 8090 1001110 30 40 50 60 170 80 90 100 76 80 90 11001110 30 44Y 50 60 70 00 90 -1 40-1 -711v 70 80 90 100 110 30 40 50 62 Y-O'OR LESS 8 7 & 5. 5 9 9 9 1 9 1 9 9 9 9 19 9 19 9 7.5 6,5 5.5 5 4,5 4 9 6 5.5 5 4.5 9 _9 6 5 4.5 4 3.5 9 9 -L 9 9 8 5.5 4 9 18.5 -924ig-494 90+997-29- 99 99 g8, 99 99 99 98 1 79 'a 7 6-516 9 9 9 9 9 9 9 9 5.5 5 2._5 3 9- 9 9 9 60 0 9 8 5'-0- 9 9 1 9 9- 9 .5 9 9 a 6.5�_5 5 4 _L LS 9 9 9 8 9 C5 4 34 3_ 3 9 9 9 9 9 5.5 4 _3 2.5 9 17 5.5 4.5 4 345 3 2.5 2.5 9 9 9 9 L -L 4 3Z ii �FS 2 - 9 9 9 4.5 9 8 5 4 3-5 9 8 8.55.5 4.5 4 3.5 3 3 9 9 9 9 6.5 44 9 8 - - =7 15 -9--9-r-9 3 2.5 - 9 9 9 8 4.5 3 23 5 55 T-5 9 9 9 D 6 4.5 - -T . T-5--lis-3_.5 - 8 6 14.51 4 3.5 3 ==-g-V-9 T-5 3 2.5 - - - 6.5 -4 T-5 FZ - - - 9 9 6.5 2Z 9 9 -9 4.5 15 - - a'-O' 5 9 9 3.5 2 - - 54 4 L 9 9 �_S L-5 4-5 - a 6 5 4 2.5 3 9 9 .8 6 3.5 2.5 7 5 2; 2_ - .5 3 Y5 7:: ]S2 - 27 9 9 6 4 3.5 - - - - 6.5 5 4 3 j.5 j--g-"3-5_T_ . - 5.5 4 3 9 5.5 3 2.5 - - 41, .5 2.5 2 _7 9 4-5 2 64 -9- 4- 3 K-5 4 2 -7- -6 _4 9 8 4 25 TS 3 - - - - - - 4.5 3.5 2.5 2 6 3.5 2-5 - - - - -- 4 3 2 12'-0" 9 T__T. 7-:Es US 3.5 2. --- 2. - 3.5 2.5 - _97 BYE_T 3,51 31- 1- 1- 1-I-f- 18.514 12:5 +N6TEs ON ANcHogS,-Rmvigwnas; A= su,35TPATEs. 1.ANCHORS To WALE.FLOOR OR SCUD WOOD SOFFIT SHALL BE AS FOLLOWS: - /4'0 TAPCON W1 ADVANCED THRCAMORM TECHNOLOGY'ANCHORS.AS MANUFACTURED BY LF-W.BUILDEX W/ANDAUM PENETRATION OF THREADED AREA AS INOICATEI)AT EACH H BLADE #3 ORn1 HV BLADE #3 W SECTION ON SHEETS 14'&'15- S(CEPTIDN:SEE NOTE 2 BELOW, 2.�ANCHORS To HOLLOW CFJUNG SHALL BE AS PER NGUNMNG TYPE 2W.SHEEr.14 AND . SHALL CONSIST OF LAG'SCREWS AS PER NOS 2012 SPECIFICATIONS. HY WINDOW BLADE #3 WORKING IN UNISON S.suasThAiE sHALL CONSIST Of THE FOLLOWING: ,SOUTHERN PINE No.2�.W/G-0.55(N-0-S) -DOUGLAS FIR W1 0-0.50(N.D.S.) +S UIJ!JATIONS OF USE FOR I -SPRUCE PINE FIR NORTH W/G-OA3(H-D-S.) BIEE E ON SHEET I& -SPRUCE PINE FIR SOUTH W1 G-0.36 -MIN. 1/2-COX PLYWOOD(1986 APA) 4..ANCHORS SHALL BE INSTALLED FOLLOWING ALL Of THE RECOMMENDATIONS AND SPECIFICATIONS PER NOS 2005 FLORIDA BUILDING CODE (High Velocity Hurricane Zone, IIIIM- P%. 0 2015 EASTERN KETAL SUPPLY,INC. BERTHA HNTM Accordion Shutter System' T- 4 Ir iTEqo ,-,c. A.S.S.Aw Rv. jp W/OR KV.WINDOW BI-ADE 43 American Shutter Systems REV.No DESCRIPTION DATE . DRAWN BY'.N.L. ic ENGINEERING COMPANY A TILLIT TESTING Association, Inc. I w 4/to/is DATE-04/!0/15 OF 2 5 N.W.3611�SL.Sk,.30,VRGWA GARDEHS.FLORM 3310t 4268 Westroads Drive 2 DRAWING(305)3�71-1530.I":(305)871-1531 ve West Palm Beach, FL 33407 -3 .........i*' EB-0006719 4 15-081 'ONAL WALTER koo"LLLT Jr.P.E. 5 SHEET FLORIDA U..#44167 RE. SbZ73fGNATLIRE/DATE 6 8 OF 18 POURED CONCRETE CONCRETE ANCHORS POURED CONCRETE OR CONCRETE BLOCK (SEE SCHEDULE ON SHEETS 6&7) OR CONCRETE BLOCK WALL REQUIRED WALL REQUIREDGUSNS I CONCRETE BOLTS W/ S. ANCIOR114'0-20x31 iS •.:�^ 4" S. (SEE SCHEDULE ON SHEETS 6&7) •1^_• ltf WASHER®9'O.C. MR.(SEE sc�moia>:s ON Shw 5) or 4 or E. E.D.* `,• •r y S i i_..i•iPvc E.D.* @ j (SEE sORENYLON COVER Nx SPAPARQN so cuss +j .; tA9s(sSE W -1 =- - '' _ --- --- -- - _ _5 .... 2 I/z' SEE SCNBIUES ON StIfET 5 I OR SKEET 1 I i j—O OR I EXISTING j I •'?•;j" BUILDEX TIX SCREW V 9'O.C. IXGLASG I G j I CONCRETE ANCL{ORS GLASS II, OR-6NCRETE BLOCK (SEE SCHEDULE ON SHEETS 6&7) II I� WALL REQUIRED L'J WALL MOUNTING INSTALLATION 0 WALL MOUNTING INSTALLATION (�j)- WALL MOUNTING INSTALLATION EXISTING EXISTING— S— XISTING CLASS GGAS (' MIN.SEPARATION 10 .0-S6'PARAO0 To 1 "'T4PLSGtf➢LLL'X oN s110E1 7) I I 1 ON EE Sc I i i /i1 CTAS ONuREMSr 5 ---QMRS SEE SaIEOU 4 J 4 l✓ j 1 j j EXISTING I j 1 CLASS T I n 8 �' 2 FDGE Of EDGE OF SLAB IF 1/2' or )or MN. MPLiCABLE —APPLE IF . /4'0-20x3/4'S.S.BOLTS W/ 'j,• •.w,'. PLtGOtf NUT&WASHER O 9"O.C. CONCRPOURED - •+ ' .• •.• :-•: CONCRETE ANCHORS ' REQUIRED —...—E,D E D.*— (SEE SCHEDULE ON SHEETS 6&7) POURED CONCRETE CONCRETE ANCHORS POURED CONCRETE OR CONCRETE DLOCK CONCRETE ANCHORS OR CONCRETE BLOCK WALL REQUIRED (SEE SCHEDULE ON SHEETS 6&7) "-(SEE SCHEDULE ON SHEET 7) WALL REQUIRED (J2 WALL MOUNTING INSTALLATION ® WALL MOUNTING INSTALLATION FLOOR MOUNTING INSTAUATION' NOTE FOR COMB11161209 OF SECTIONS: FE =EDGE DISTANCE LE O 1-SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY (SEE NOTES&SCHEDUN SHEET 7) INSTALLATION DETAILS 2-MOUNTING SECTIONS CAN BE COMBINED $EE•UM AnONS OF USE FQR IN ANYWAY TO SUIT ANY INSTALLATION. BLADE 1A ON SHEET i6. SCALE 3�8"=1" FLORIDA BUILDING CODE (High Velocity Hurricane Zone Ti 0 2015 EASTERN METAL SUPPLY,INC. +�,T,otiR a: BERTHA HV`" u�EN. A s a • /TIL ECO ,x�. , , A. Accordion Shutter System. Kv parE Ip W oz W10 KV. MW».At E#3 ^ • 7 • American Shutter Systems REV.H. DESCRIPTION DATE DRAWN W':W.L. COMPANY TILLIT TESTING & ENGINEERING CM T Assooiation, Inc. 1 ca t,DP .nci,s DATE:04J10115 + 5555 N.W.]Bm.SM$b.365,vwcwlA c+RDws.N11RW 33I04268 Westroads Drive z ne Pho1(305)671-1530.Fox-(3o5)671-1531 DRAWING No �'•,.(Op r t(Lt� tilt...0..1.-. West Palm Beach, FL 33407 ] p _ s RIVA.� (��+ :' 83-0006719 4 15-0411 c1' ..•. /' wxTER a T Lur Jr.P.E faJ. \� !+ FLORIDA Ue.B 44167 5 SNEEr P.E: I IMI DATE 6 9 OF 18 CONCRETE ANCHORS POURED CONCREff� (SEE SCHEDULE ON SHEET 7) REQUtREO CONCRET[-ANCHORS(EXCEPT EDGE OF ALL POINTS SOLID SET)a 6" SLAB IF O.C.(SEE NOTE T ON SHEET 5 ... 'I Q.,. - AFPUCABLE "•�','•=•t�.�.. FOR LIMITATIONS) POURED CONCRETE OR ;` ....` E:.:.. .,.,;•..;;':'.. CONCRETE BLOCK .•y•_�., tj<"+a-24v3/{'S.S. {�O t REQUIRED •'�;: wCHINE SCREWS USING ,t: 1:•...;..,...... .'a.: 1/2• 5 1/4•-20 NUTS a 12'O.C. 2 1/4'MAX. '..r' •, •. �) _� '••'M N�.D•.•.• 2 _ �t 1/4'MAX EXISTING ..._-_-•-I :.f' . G +aN. mxwllac I i i!. ro w+ss • (17 lilj E)OGSSS -- 1 ! "' "0 i {� °" i (2) CEILING M,�UNTING 1t1STALLATI0N OUST04G CLASS 1/4"0 f W,BUILDER(TAPCON W/ADVM'CED THREAOFORM ueLI TCMNOLM OR•1/4'8 POWERS FASTENERS TAPPER+ L IA= ANCHORS,W/1 3/4'MN,EMBEDMENT a 6'O.C.FOR I I `- { r SIT•; I (I O pR ♦ UP Tq 6'-0'SPAN AND 4"O.C.•FOR SPARS UJ2G'E'R 'RVIFt'6`-O'L1i+T4 7'-G MAX.'Afi'LY TENANT'AT I I, EVERr F%.STIIiER HERO(TYP.)(SEE NOTE TOn SHEET 5 5 1/2' . EXISTING I ( r1/4"MAX. FOR MITP3I4N5) GLASS CONT.SEALANT )) 11 J100/4'HEX WASHER HEAD 5MAX. TEK SCREWS 6 9'O.C. ALTERNATE 1/4'0-2W/4'SS MS ANCxOR LOCATION /'�EXiEi?roR CONCRETE ANCHORS USING 1/4'0-26 NUTS (SEE SCHEDULE ON SHEET 7) iii a r2"O.C. 7�-- ' :• i .•.. Y'4 `, EXISTING NON STRUCNRAJ. EDGE OF •'•I I"•; ' I •: ''• t ..: 2.00,MIN,".�?.500" WALL TRIM(DECORATIVE SLAB IF 1f2' •#' EDC€OF •r CABIE L _: SLAB IF .t.OIXY`• E.DI T•, SILL) 9 APPU : APPLICABLE .MINI :; ' w' POURED CONCRETE POURED REgUIILED CONC REQUIRED D,. D. Q FLOOR MOUNTING INSTALLATION 0 (o NOTE-Tres INSTALLATION srAsi BE REMOVABLE Q KEYSTONE MOUNTING .INSTALLATION (I WHEN PERFORMED AD3nCENT TO AN E'(S)�E EDGE DISTANCE MAXiLJUN A.S.D.DESIGN PRESSURE +64,-72 psT OPERABLE EXIT OR ENTRANCE OTES&SCHEDULE ON SHEET 7) MAXIMUM SHUTTER SPAN 7'-6" NOT--FOR COMEEU&Mtt OF SEL tONS: ♦ 5EE U<ATIONS OF USE FO� INSTALLATION DETAILS k CO N TI N U E D3 BLADE OA ON SHEET 16. I-SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMOLY SCALE 3/8"=f' 2-MOUNTING SECTIONS CAN BE COMBINED IN ANYWAY To SUIT ANY INSTAL 'nON. fplr/NSA/rr�++ FLORIDA BUILDING CODE (High Velocity.Hurricane Zone 11 -,0 2015 EASTERN METAL SUPPLY,INC. BERTHA HVTM IL E C 4 �.�. ,, .,�. Accordion Shutter System Hv eisoE3 w CR w a RV.Wlrao(rN MADE Ttt.L17 TESTING 6L ENGINEERING COMPANY American Shutter Systems I".H. nEsrntPrwN DATE DRAWN BY:M.L. FLORDA 'STATE OF :w Association. Inc. I aw.3-0 B 4/la/14 DATE 04/10/15 8355 N.W.3684 SL.V-3-5,NRGWIA WtaENS.1-t53 331b 4288 westroods Drive 2 Ptmna:{345)LTti-7534-Fax:{3O5)67-f53t DRAWING No ...`......... a qM uES-lt—ft.%<«n Nest Palm Beach, FL 33407 s f fONAL,� WAATA ER OWT Jr.P.C. 4 t ~Q�� S SHEET P.E. SEIiLfSItIQVOE/DATE FLORIDA Lk.111 44167 6 10 OF 18 REII'M MIN 6'x 1 1/2'x '''T:'As,;t,: 0.035'THICK Mln,ASPM —=�- ;. .� WIRED OOU61E A-093 GRADE 40 Mtn.G-6O d w";:>;Gj�1 METAL SND GALV.STEEL METAL SR105 I ''r.'_=r::•:'.:' 37b 3 OR 4loR 4A AT 16•Q.C. !G'-- � 6" O.C. —�SRNG CLASS / o Cr n:.., ,•:: MIN. 1 3/41 6 1/4'x I 37c 37� d ow THICK min Dow.GALY. 144 6'O.C. a STEEL TRACH CHANNEL ASM A-65}� GRADE 40 Yln.G-6D GN.YANIZED EXISTING FINISH FASTENED To STUDS W/(2) /6x,/2"TEK SCREWS ON INTERIOR I AS APPt,ICM16,LE EXISTING FINISH t j k IXlF.(iIOR FA1 AS APPUCA6LE CE LIN.SEPARATION TO CLASS EXISTING GLASS-` (SFE'SCMEnutc m-sHwma- 1 SEE DETAIL X FORi 1 REO'D.MIN. 1 3/4'x 6 I/4'x SIDE CONNECTION 0.035`THICK Min.CONT,CALM. COSTING,FINISH i I I TO TRACKS ON STEED.TRACK CHIWNEI.,ASTM'A-053) AS APPLICABLE I I SHEET 13(TYP.� GRADE 40 Min.G-60 CALSIANRED 1 t C— � tp FASTENED To sTups Wl(2) 37c 37a T 1.1 OR(OR /6x1/2'TEK SCREWS ON INTERIOR, e EXTERIOR FACE ( 6"O.C. a 6'O.G. EWIRED DOUBLE 0 o O =•'::- :^-' METAS.STUD - •- tl2' SQUIRED DOUBLE TIX SCREW t4ETAl SND 3 OR 4 OR 4A a US D.C.To Q I -�...__ DODULE STUD REOUIRFD MIN.6'x 1 1/2-x w 37b , 0.075"THICK Min.ASTM ;•'r2'4;.AIa,�x�`. Y A-653 GRADE 40 Mtn.G-60 0 6" O.C. MIN. Vh.?0511NC GLASS �tOOSDM'CLASS GAILY.STEEL METAL STUDS ''`•"'•.:.std AT 16"D.C. E Q 1"Min. 10 8.0.WAIL MOUNTING INSTALLATION YARIEs :1=: ;; LI WAAES :1: r.'II E'iT;•3:':;{;: 1/16-x3'MAX. °'s 2.000' 3.210' (6063-1-6)CONT. QO �0. z ALUM.CLOSER 'PLATE.(LOCATE AT ( -•003" $ _, 1i11tAWU1JAJ1Yl<Ult/ EITHER SIDE OF Q 37 114"e NOMINAL ------- -----" ALUMINUM SLEEVE 16"O.0 37b 114"f71-20X3"BOLT �TOxI/2'S.M.S.s.Ms, @lox+/2's.Ms. e 16"O.C. . " - .250R1/4'11-20 050 THREADS 37c 1!4'RELCO CONSTRUCTION OR(A)OR PRODUCTS FAB-LOK HD END INSTALLATION INTO METAL STUD WALL INSTALLATION DETAILS (CONTINUED) SCALE 3/8"=1" SCALE 318"=1" ,,,,,,.,,,, FLORIDA BUILDING CODE. (High Velocity hurricane Zone �TI4�y``.• •�,•✓; '' 4k2013 EASTERN METAL SUPPLY,INC. - �, JGENSF' .� BERTHA HVrM r /if O SSA Accordion Shutter System E c Q , C.� H.v.MAX�w/OR W/O kv NiNIXN�etas mss, ts' American Shutter Systems BCV.No pE6CR)PRON DATE DRAWN W:M.L. 'TA ? 71t11T OF TESTING &ENGINEERING COMPANY Association, Inc. apt oa .hens OATS 04/10/15 % 6595 mw,361h,st.,SIA.3p5,VIRGINIAtOQ1 GV5,110RLLU.3316 =x r� Phe":(305)571-13N.Fat.:(705)071-1531 4268 Westtoads Drive 2 DRAWING No 111111.` R e-MO:tilt..0-1— West palm Beach. FL 33407 3 15-081 -`cFSCf i EB-0006719 4 SIO �c� WALTER A TILLG Jr,P.E. FLORIDA Uo.11 44167 5 SHEET P.E.^S1itttNNL�G?9AYURE/DATE 6 10A OF to SEE END WALL CONNECTION INSTALLATION WITH.. DETAILS ON SHE SEE NOTES ON W LO K OR @* HV BLADE W/ ALTERNATE LOCKS(13 CCR AND HV CENTERMATES ON SHEET 4. OUT L-- EYISTING CLASS SCALE 3/8-=1- SEE LIMAVIONS OF USE FOR §EE Q,, WALL I IN il BLADE UA ON SHEET 18. CONNECTION DETAILS ON SI{EETS OR OA, 13 & 16 OR OR(Ul OR TO CLASS L ----------- --0OlR0OR@+(DOR(�)- 1/2- MIN.SEPARATOR —7- @ MIN.SEPARATION ARKHON (SEE SCHEDULES' �,N SHEET W/INSIDE LOCK TO W/OUTSIDE LOCK TO T OR LASS(SEE SCHEDULE -M UE ZOE,, OR@OR(&+(g GLASS(SEE SCHEDULE �—JL ON SH.EET 5) ON SHEET 5) (—,-R ON SHEET 5) SEE END WALL CONNE00H X 13 DETAILS ON SHEETS 10 9 1 OR 0OR OR(0 OR 1 14 OR OR z OUT (.(OR) (MIERIOR) / SECTION AT END (J3 SECTION AT. OPPOSING (0 SECTION AT SYMMETRICAL CENTERMATES WZ LOCK ��R SEE END WN I 0 R (DIRECT M CE14TERMATES W1 LOCK a OR CMNECTION xI ME DETAILS ON -SHEM (6063-76 A10`0 AW14 f 1� ALUM. ------ OR(:DOR@,Q)OR ---------- W/(2) 114-0 WCON ANCHORS 8 ------ 10A 13 A 16.' TO(TNCROE S.M.S.0 12- OR'(a)OR 0+(�)6R0+(5) MIN.SEPARATkIN MIK SEPARATION AT EtCli ANGLE Ott') .1100/4 O.C.FULL LENGUT. MIN.SEPARAIIpN WK SEPARATION TO CLASS TO CLASS TO CL45S W/INSIDE 70 CLASS W1 OUf=E (SEE SCHEOULES (SEE SCHEDULES OR@OR(43+@ LOCK(S ONLY FOR,SECTION 10 0 FIN-1 EE SCHEDULES L=(SEE SCHEDUZ� N SKEET 5), ON SHEET 5) SHEEr 5) ON SHEET 5) ---------- 13 4 (C OR OR@ 1, '-@ @ AT OPPOSING SECTION AT SYMMETRICAL .) G SECTION — SECTION AT CORNER POST MIRCENTERMATES W1 LOCK (I FO—U-T]ftjCENTERMATES W/ LOCK (5* FLORIDA BUILDING CODE (High Velocity -Hurricane Zone,' k .Il0 2015 EASTERN METAL SUPPLY,INC. A .. ... BERTHA HIP' Accordion Shutter System --F c�6 ,.,,. AwSwSA i L E KV.UADE#3 W/CMR H.V. WNWN MADE 43 TESTING & American Shutter Systems REP.M VESCIRIPTION 0AI% I DRAWN BY:M.L.-, Y ENGINEERING COMPANY Association. Ind.. p.p.1 OATE-. 4/10/15 5 W 361),.SL, W 305.�RGNLA CAIWDIS.FLORICLA, 3166 Ph— (305)87t-1530,Fc;.:(305)871-1531 WALTER A.TILLIT J,RL Palm Beach. FL Z�34 4268 Westroods Drive DRAWING No mall:tilt..000l— West' 07 —3 IEB-OD06719 4 15-081 DATE FLORIDA Uc.#44167 5 SHEET P.E. SEAL/SlaffKf696,, 1 5 11 OF 18 SEE END WALL INSTALLATION WITH t smim 9444 ALUMINUM *SEE NOTES ON HV T 40CKS 21 ON SHEET 4. CONNECTION DETAILS ON (2024-T3 ALLOY) LARGE FLANGE THIN SHEET ETS SHE10A. 13 h 16 O HV BLADE -W1 NUTSERT,,PART$0820,AS MANUFACTURED 8Y HV "T" LOCK CENTERMATES JERSEY 07054 OR EQUAL.AVOEL CHERRY TEXTORN,PARSIPPENY, NEW OOROOR@+OORO LG/ { EXlSTINC class Q n SEE END WALL. OR OR O+�ORO+O SUBSEXISTTRATE FIN , O .d( CONNECTION DETAILS ON 4 $ 5 2 5 suesrrtnTE 1 i �__ _ SCALE 3/8"=1 EE JOA, 13'dL 1 R¢ OR +� ' I Ra+QOfE $ -- "--- T----._.---T--__. �isnNc Gt�u^S MW SEPMATION MIN.SEPARATION' MIN.SEPARATION �- -- O O O OO TO CLASS W/'OUTSIDE TO GLASS W/INSIDE TO GLASS MM.SEPARATION 9 -OR L� OR $ 'I' �j OR 2 rj - LOCK(SEE SCHEDULES LOCK(SEE SCHEDULES (SEE SCHEDULES TO SHEET 5)lf5 _ ON SHEET 5) ON SHEET 5) ON SHEET 5}•' (SEE 5) FIN ------------ i vnRIES ' 1 0 18 19 9 VARIES 26 26 10 20 OUT 14 SECTION AT END OUT 1/4 0-2D x 1" 1/2• MAX,SLACK t'DIRECT MOUNTS s.s.M.s.W/1/a a x SECTION AT NV T LOCK. �( AT SLACK DETAIL IF APPL.ICABLJ T 5/8"RNNUT T. 21 ,w EXISTING CLASS MIN. SEPARATION TO GLASS CENTERMATES W, - LOCK (SEE SCHEDULE ON SHEET 5) -OOROORa+00R $ ---------------- ----�iloN O O fi 1/2" •TO GLASS' O - . R t1.O OR $ + rjO OR '� +'j (5EE SCHEDULE �., �� ���� ON SHEET 5) INSTALLATION WITH. RthIli OR Ld.IIf+� IN ---3 1/4" 4 5/8" 4$/8• IN ��' �tJJ"" CJ" 1) HV BLADE W/ HD CENTERMATES ----------------- —— ------- — ——---— —— — — . 1 DSCALE 1 9 23 23 1 OR OR **SEE NOTES ON HD LOCKS®ON SHEET 4. 22 ' ii 25 24 23 OUT ** 25 z4 17 SECTION AT END (DIRECT MOUNTS � SECTION AT SYMMETRICAL HD LOCK OUT """ CENTERMATES W HD LOCK FLORIDA BUILDING CODE (High Velocity Hurricane Zone 2015 EASTERN METAL SUPPLY,INC, �ti,•l', P`:yjc,ENSF'.!9' BERTHA HVIIM 110EC C O INC- A.S.S■A■ Accordion Shutter System RV - -FI lr jai W1 CR W10 H.Y.WINIM EtADE 0 / American Shutter Systems RLY.N. DESCOPTION DATE I DRAWN 9Y.M.L. / TILLIT TESTING do ENGINEERING COMPANY -tl Association, Inc. i «n,r an .j,o1,s DATE:04/10/15 &355 N.W.36x,.SL,St,.303.MMMA ciMWrNs,FLOftmA 3316 4268 Weskroads Drive 2 PNonc:{aos}sn.-1530.Fox:{3as}e71-is�1 DRAWING No -maty. 000674m.wm West Palm Beach, FL 33407 3 Y= ER A TILLIrlJs..P.c 15-081 NA�t WALT FLORIDA Ua.Y 44167 3 SHEET P.E. SEAL/SIGNATURE/DATE 6 12 OF 18 END INSTALLATION INTO CONCRETE OR CONCRETE BLOCK WALL+ RED CONCRETE SCALE 3/8-=1- OR CONCRETE _-YOURED CONCRETE OR CONCRETE POURED CONCRETE BLOCK WALL REQUIRED A BLOCK WALL REQUIRED OR CONCRETE WALL REQUIRED POURED CONCRETE OR BLOCK CONCRETE BLOCK WALLOCO1 t6iCtiETE EXISnNG CLASS rsnNO GLASS REOUI C. .;.:* J-. / RED EXISTING GLASS 2'MIN- EXISTI G CLASS 1/15'x3'MAX. (LOCATE AT ��4 (6063-T6)COM. *USE I*OR 2"MAX. -7 EITHERSIDE ALUM. CLOSER PLATE. (LOCATE AT (AS APPIJCABLE)x2*x1/8'x02' I EITHER SIDE OF :E ALUMINUM CLIP ANGLE —-—-—-—-— (6063-T6 ALLOY)AT MIOHEIGffr 1 SMS d/=(1) #100/2- .--TO@)-1% jIOxI/2' ;j -—-—-—-—-—-— &(2)1/4'O ANCHORS TO WALL 55.M.S. jTOxI/2-S.M.S.S.O.C.9 it a 16" AT I-O.C. (LOCATE AT EITHER 17 \--4 1)OR6 A) / (D R@ SIDE CF(2) SEE DETAIL X FO SEE X FOR OR@ SID DETAI SIDE CONNECTION E C N E 10 9 TO TRACKS SEE DETAIL X Fad TRACKS SIDE CONNECTION 00 OR(�)OR&OOR@)J 7OR 0 0 To TRACKS OR(�)OR@+(DORV 0 2 Ok(�)OR&O OR(�) OR OR @+(�)OR a(�)OR @ OR I&.@ OR 040R@+(�)ORO+(�)OR(@OR&�g OR(a)OR@+aOR0+(5)OR@OR@)+� (g) END CONNECTION DETAIL 0 END CONNECTION DETAIL END CONNECTION DETAIL 30 END CONNECTION DETAIL 4 REQUIRED ONLY FOR SPANS GREATER THAN 9 --------- 12'-0- EXISTING GLASS POURED CONCRETE OR EXISTING CONCRETE BLOCK WALL - CLASS --- REQUIRED ------------ -offiffl5m_L_ OR 0 D ____._ /2-MIN. 1/4"O'0014CREtS \1 ORI ANCROR 466'-'6c.� (20 •'.2-MINOR(�)OR OR PLAN VIEW 10 OROOR(@ DETAIL -OR CONCRETE OR CONCRETE BLOCK WALL OROOR&OOR SEE UWAATIONS OF USE FOR REQUIRED (1)OR IZ Z POURED CONCR A OR(�)OR @+(�)OR(Z+OOR(&OR(g,+@ BLADE 0 ON SHEET 1 B. END CONNECTION DETAIL , FLORIDA BUILDING CODE (High Velocity Hurricane Zone' ).ENQD CONNECTION DETAIL 0 2015 EASTERN METALSUPP LY,INC. r BERTHA HVTm ENS,* Accordion Shutter System Isla.:; IL ECO IINC. \ ASS,A. RV.EME h3 W/OR W/o KV. WINDON MADE#3 American Shutter Systems REV.9.1 DESCRI"GH DA71E DRAWN :M.L. TESTING & ENGINEERING COMPANY Of TILUT Association, Inc. I I Vwo DATE.04/1 15 :63WS N.W.36.. fl.OF"3316t Ph— (305)871-1530.F"-(305)871-121 4268 Westroads Drive 2 DRAWING No ........ ES-0006719 West Palm Beach, FL 33407 4 15-081 NAIL. WAITERA.T1UJT Jr.P.C. 5 SHEET P.E. SEAL C/DATE FLORIDA U.ff 44167 6 13 OF 18 WALL FINISH •-EO -EQ- —2'MIN.-- _ ALL NISH WJ ADVANCED GE 4'x8"(Min.)100 1N THREADFORM TECHNOLOGY WJ 1 I/2' _ - __ (IF APPLICABLE) WOOD BEAM REQUIRED. STRUCTURAL ADEQUACY Min.PENETRATION O OF THREADED AREA - OF EXISTING WOAD TO EXISTING WOOD HEADER.(SEE DtISUNC WOOD BEN.L T4 BE CERTtFLED SCHEDULE ON SHEET 8) TRUSSES OR BY REGISTERED i f2 1 2" 6 C REQUIRED ENGINEER t _ j ARCHITECT PRIOR TO SHUTTER INSTALLATION. ED THROCON HCFAPRM TECHNOLOGY W/ I 3 OR ®OR ® - _Exisn G SOFFIT 1/2'Nin.PENETRATION OF 4 Mnx,THK. THREADED AREA TO EXISTING WOOD 2, _ • 4/4. �f BEAM.(SEE SCHEDULE ON SHEET 8) i I 1/4'1 x 3//4 EQ 'x1/8'CONT.ALUM.TUBE MIN. -11J4' TI74 BU{Loy MAX. ITW SCR (6063-T6 AHOY)W/(3)5/16'6 LAC } TEXSCREWS TO EACN RAFTER OR TRUSS. %R"4 m 6'O.C. �-� LOCATE IAC SCREWS AT MIDWIDTH OF �1/4• i -'OPEN HOLE-AT-EACH NOMINAL-WIDTH)W/2'Mm. MAX. . L �.:.y`. STUD'TO ACCEPT 1 EXISTING (STING MIN.2%4' v' 1 OR 511VO LAG SCREW ! tf4" FOREINSTTALL4TIONS WITNC62p�sf AREA. _ __ ..CTAS W00o HEADER I AT CENTER OF TUBE. MAX. (I MST,",;LASS REQUIRED i i A.S.D.DESIGN LOAD AND 8'-0'MAH. i SPRkL THIS INSTALLATION IS ONLY VAGD I Gsq$C4D _5»3137171 TO Shoo 5}- OR aAas ' j EXISTING— FOR WOOD W/MIN.SPECIFIC GRAVITY w (I ♦ L GLASS OF 0.50 AS DOUGLAS FIR OR ' (; SOUTHERN PINE N.2,OR EQUAL I i Ink srrARniaN ro ua.aaM.uroN ro 3355(scE saimulas � I ♦ 3355 fax a'tllmultS OR I�A1 ai SENT s} �v 1�th' WALL CONNECTION AT TOP ' /�. HOLLOW CEILING MOUNTING INSTALLATION � SOFFIT MOUNTING INSTALLATION O OR L Li} MAXIMUM DESIGN PRESSURE:362 psf �I MAXIMUM SHUTTER SPAN 8'-O' EXLASS—_, j u1N.asuunuN In DDSs I Ci --LSEE 6Ci+tOWrs oN sxFEi 8} ` I CLASS aaN.a>•rxlm+Ta cws i Ntt srw+AnoN TO ' 1 DUSTING WOOD CONI. (ax w�lUs aN sim.T s)- t uASS<sEx�' S 1 OR WOOD PLATE ON STEEL s) GLASS ' I RFA D. WALL 1 OR • FINISH (SEE NOTE I !ON SHEET 5 CLASS I FOR LIMITATIONS) WALL _lf4• I I LA-NC RNAT f FINISH ) E v 1/4' Tto I t Max- HEAD AD TEK -�� � �'H0 1N ASHFR 3 OR 4 OR ; : SCREWS 0 D ax EQ 1/2' 3 OR v OR 2"x6'MIN.WOOD 1/4'0 TAPCON W/ADVANCED DECK REQUIRED EQ t f2" 7+'a TAPCON Wf ADVANCED SHREADf0(Od (Na FINISH ALLOWED) THREAOFORM TON OF THREADED AD 1 1j2" { / 1/2- MI.PENETRATON OF THREADED ARCA ' TECHNOLOGY W/1/2Min.PENETRATION OF THREADED TO EXISTING WOOD PLATE.(SEE AREA IWO PLYW000,(SEE NOTE I t ON SHEET 5EDGE OF DECK-' �FDGE OF SCHEDULE ON SHEET 8) FOR -LIMITATIONS) IF APPLICABLE DECK IF 2-F+'CONT.Sltl 1/2'MW,CDX PLYWOOD REQ'D. 2"-MI APPLICABLE PLATE REQ'D. EXISTING MIN,2'x4'STUDS B 16'O.C. 1/4.0 TAPCON W/ADVANCED THREADFORM t+iYVt WALL CONNECTION AT BOTTOM - MAX.REO'D.PLYWOOD TO BE ATTACHED TECHNOLOGY W/1 1/2"Min. PENETRATION 2 MIN' \./ TO STUDS IN ACCORDANCE WITH OF THREADM AREA INTO WOOD DECK.(SEE SECTION 2300 OF THE F.B.C. SCHEDULE ON sHEEr B) SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY rj WALL CONNECTION AT BOTTOM 2-MOUNTINC SECROHS CAN BE COMBINED IN ANY WAY � MAXIMUM DESIGN PRESSURE:162 p^.f 6�W FLOOR CONNECTION TO sUti TINY INSTALLATION. M4HMUM SHUTTER SPAN W-11' +SEE LIMITATIONS OF USE FOR INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS BLADE@ON SHEET 16. SCALE 3/8"=1" FLORIDA BUILDING CODE (High Velocity Hurricane Zone} It7t�Y Q 2015 EASTERN METAL-SUPPLY,INC. I11,1)�x��„1ER A.Til BERTHA HbTm A,S,S,A, Accordion Shutter System H.v.r AnE4 3 W1.CR W/O IK v x1N W IAADE#3 American Shutter Systems REV.H. DESCRIPTION DATE DRAWN BY:M.L.S�Ti TtLL1T TESTING & ENGINEERING COMPANY S 36 63M Nsociation, Inc. , oa,a-on .j,nrs GATE O4j10j15 .W. 6. N.M..3w,VIRGINIA GARDENS.FLORIDAFLORID,316 Pham:(305)671-1530.F.:(35)671-153t 4268 Westroads Drive 2 DRAWING No w (d .-mdl:BReaoOnoLwm West Palm Beach, FL 33401 3 ASY •. RlDA: EO-0006710 4 15-081 N4j0 •e.......�.t-(,``d���t4; wuFR A nELn ar.P.� 5 SHEEt P. 'ftf1 t1URE/DATE FLORIDA Ue.B 44167 6 14 OF 18 FINISH IRZON W/ADVANCED ALL TAPCON N THREADFORM TECHNOLOGY W/1 1/2' / Min.PENETRA71ON Of THREADED AREA TO EXISTING WOOD HEADER.(SEE 144.SEPARATION TO LASS(N SCHER U- SCHEDULE ON SHEET 8) osiiarSEEw 5) 1/4-0-204/4'S.S.BOLTS W/ Ur&WASHER 0 9-D.C. � T-Mei. EXISIJNGSS MAX. CLA 2'x6"MIN.WOOD 2 MIN' OD OECX REQUIRE 4^vAz OW (NO FINISH ALLOWED) DECK- tt,'DGE OF EDGE K-4 AP DECK IF IF APPLICABLE FxisTING MIN. 2".4' APPLICABLE WOOD ER MIN HEAD 1/4"0 TAPCON W1 ADVANCED REQUIRED 2'MIN. r14 EADFORM TECHNOLOGY W/1 1/2- R PENETRATION OF THREADED AREA EXISTING MIN.SEPARATION to Min. LASS(SEE SaTLES-i GLASS- OR SREET I INTO SHEET 8)WOOD DECK.(SEE SCHEDULE ON -2,MIN. WALL MOUNTING INSTALLATION 8W FLogg CONNECTION EXISTING CLASS] EXISTING CLAS Mot.SEPARATION TO MULES_ ON ON SHEET 5) WAW /A•IMtc o rWINIE 5 2 EED I'MIN. O El 1/4�ol#-20.3/4'S.S.BOLTS W1 EQ UT&WASHER 0 9"D.C. 1/4-0 TAPCON W/ADVANCED 1(7 THREADFORM TECHNOLOGY W1 1 1/2' M #14x:t/4'F.H.S.D.S.0 9"D.C. in.PENETRATION OF PLATE.(SEE 3. f/4*0 TAPCON w/ADVANCED SCHEDULE ON SHEET 5) THREADFORM TECHNOLOGY W/ 1 1/2- r.4'CONT.SILL WALL FINISH 2*.4-CONT.SILL Atio,PENETRATION OF THREADED AREA PLATE REWD. PLATE REO'D. TO EXISTING WOOD PLATE. (SEE SCHEDULE ON SHEET 8) WALL MOUNTING INSTALLKTION WALL MOUNTING INSIALLATION ,-SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY 2-MOUNTING SECTIONS CAN BE COMBINED IN AHY WAY INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS TO SUIT ANY INSTALLATION. _ SCALE 3/8"=1" FLORIDA BUILDING CODE (H;gh.*Jelocity Hurricane Zone,' Q 2015 EASTERN METAL SUPPLY,INC. -BERTHA HVTm F77iLT7�7qp� m�c A.S.S.Am Accordion Shutter System E Kv.etAaE1p W/CR W10 FLY. WINDOW MADE#3 -a TINT TESTING & ENGINEERING COMPANY American Shutter Systems REV.No DESCRIPTION DATE DRAWN BY.M.L. Association. Inc. I d=TlW0l QpWS3 DATE 04/10/15 4353PN.W.381A.St..St..M.MGLHLA _RIDA 33"R 4268 Westroads Drive 2 GARDENS'FLO bona (305)871-1530.Fax:(305)07t 1531 West Palm Beach, FL 33407 3 - DRAWING No -,11:Ult-Oool. — 15-081 EB-0006719 4 WALTER A.TILLIT Jr P.0 FF FLORIDA Uc.IT 44167 S - SHE P.E. ET 15 OF 18 0.1875" I0.0625" 12"MIN.CLEA�CE 0.0625" .� { TO EDGE TOO HV WINDOW BLADE d3 SECTION X—X 0.4625" - BLADE'S 3"®OPENING G•�'Ia,., ,y y q� KNUCKLE I� !� 0.0525" POLYCARBONATE SOURCES FOR 38 I--E.D.� E.O.--"'I .fif.•^5 IECIFIC R1.1.750Q" `(� ICAL PROPERTIES MPUGIBLE STANDARD RESULT FLAT PORTION F�" / 'L REPEftkTICEOF BLADE cRAwry A5BA 0792 0.043 IS/id 0,043 Ib/in' I I 38 Rv WINDOW f — r A} NtCAL" TENSILE YIELD STRENGTH ASTM 0638 9,400 p:s.l. 9,500 \ ` t• 1.3750" FLEKURAL STRENGTH AT YIELD ASTM D790 12,500 p.s.L 13,400 p—L 02.8750" FLESIURN.MODULUS ASTM 0790 340,000 pa.i. 345,000 p.n.i. \ t `� IMPACT - ,[yA NOTCHED rLOD ASTM 0258 18 FT–Ib/in 17 R–Ib/u1 ` � � ✓J/� FlRF BURNING CH AA RI�'ICS• SMOKE DENSITY ASTM 02843 47.2 7. 64.5%MAYL RATE OF BURNING ASTM 0635 0-1 CLASS C-1 CLASS' �. ,^^' SELF IGNITION ASTM 01929 1040-f 980•F -- I 03.0000" 03.7500" wFnTHERNc ASTM clss 2 7/8•MIN.CLEAR I I t 2 1/4"CLEAR t 5 3/4' TENSILE STRENGTH AFTER WEATHERING ASTM 638 9302 p.s-L 8840 p,s.T. SEPARATION BLADE OPENINGS I I BETWEEN TABS ON CENTERS TENSILE STRESS BEFORE WEATHERING ASTM 638 8461 p.s.i. BOBO p.s.l. I I 0.7500" I rte"_ POLYCARBONATE IMPACT RESISTANT BY WINDOW BAYER MAKROLON 3103 POLYCARBONATE lit j!I RESINS, UV—STABILIZED GRADE I �� EXTERIOR ELEVATION —— I SCALE: 1" - 1" 12'WN.CLEAJWCE I TOB BLADE TYPICAL 1 A HV WINDOW BLADE #3 AND SCALE: 3/8"=1" I II PO"7 C-A ,BONATE HV WINDOW DETAIL r� FLORIDA BUILDING CODE (High Velocity Hurricane Zone 0 2015 EASTERN METAL SUPPLY,INC. BERTHA HYTT /TILC O a N C• A,S,,'��, =A Accordion Shutter System �y Y KV.BLADE W CR W/0 RV. W WON BLADE American Shutter Systems M.N. DESCRMION DA E DRAWN BY:LLL TILUT TESTING & ENGINEERING COMPANY P ,r Association, Inc. 1 mR,3¢G 4/I0/1S DATE:04/10/15 •,• Q 8;455 N.W.36N.SL,Sly.303,WtOBM GMDENS,R,ORM SJIS / /15 Pbona:(305)871-1530-Fox:{305}871-1531 4268 Westroads Drive 2 DRAWING No West Palm Beach, FL 33407 3 ONAL E ' EB-0005719 4 15-081 . . WALTER A.'DLLIT Jr,P.E. P.E. SEAL/SIGNATURE/DATE FLDRDA Uc.p 44167 6 S17 of 18 * GENERAL_ 1I ILA IONS AND CONDITIONS OF t1SE FOR BERTHA (6)Hy gimEr Rim #"i_AccogbiON sHuTrEg 2MEm WORKING IN UNISON WITH 6A IN WIdp,0 RtADE i13. I.MAX.A.S.D.DESIGN PRESSURE RATING:+62,-62 p—E 2.MAX.SHUTTER SPAN: 107'a W-11"0+62,-02 P.f MAX.SHUTTER SPAN: 11+'-9'-6'0+55.-55 Psf 3.ALLOWED MOUNTINGS:1,2,7&8 ON SHEETS 9& 10;AS WELL AS 12' MOUNTINGS 1W 2W,3W,4W.5W&6W ON SHEET 14. @ MINI UM A-� 16 4 ONLY CENTEITMATES 13 14(60TH Wf OR Q ARE ALLOWED WITHV 1ARRANGED IN A SYM LAYOUT. PD 5. (A) lO HV WINDOW BLAOE�3 SHALL ONLY ALLIIN A MAXIMUM OF 5 �r/ OPENINGS(3'0 HOLES)FOR PER BLADE AT SPACINGS SHOWN ON SHEET 17. LIA7t.5 OWED",GO (B)MLN_CLEARANCE FROM-TOP OR BOTTOM EDGE OF ICA HV-WWDOW BWSE.¢3 ALLOWED ATN'Y w� - - - __ WINDOW ",GO r3 OF ANY 3'0 HOLE FOR®SFWl BE 12% MAXIMUM (C)FIRST OR LAST OWE COMING OUT FROM STARTERS AT ENDS MAY DE Q SHUTTER SPAN HV WINDOW BLADE#3. SEE UNIRATION � V NOT 2 (0) ,W WINDOW BLADE/3 MUST BE USED ALTERNATE TO A SOUDOf HV BLADE$3 THROUGHOUT SHUTTER'S WIDTH. Pi (E) CENTERMATES SHALL.ALWAYS BE INSTALLED ADJACENT TO A SOLID 1OHV BLADE#3 AT EITHER SIDE OF THEM. i� (F)POLYCARBONATE1N WINDOW SHALL BE INSTALLED$0-T TABS FACE SEE END '+� THE INTERIOR OF THE OPENING BEING PROTECTED. HV WINDOW p�MUST BE CONNECRON N ONLY INSTALLED AND LOCKED USING A FIV SETTING TOOL PROVIDED BY ASSA, DETAILS ON SHEETS e O % INC. 13& 16 TYP.FULL HEIGHT. TYR TYP 12" 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME W MINIMUM BUILDINGS ON SHEET S.AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES t &2 ABOVE). _ 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED 4u 1 U I CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 6&7 AS LIMITED BY SPAN (SEE PLAN FOR REOUIREMEH IS) AND DESIGN LOAD(SEE NOTES 1 &2 ABOVE). 2 0> TYP TOP&BOTTOM W W W 8.SEE MINIMUM SEPARARON TO GLASS ON SHEET S. UNLIMITED WID E�EVATION SYMM CENTERMATES L3 41 14 ----- 9 1 W/ 616 OR 1 7 «''^ 13 `4 P. T I \ g t / Q � 13 4 6 ,r TYP. PLAN— 1Q TYPICAL HV BLADE #3 WORKING IN UNISON WITH 1 A HV WINDOW BLADE #3 SHUTTER* N.T.S, FLORIDA BUILDING CODE (High VeIOCRY Hurricane Zone 1Li1I�>~R A. 6 2015 EASTERN METAL SUPPLY,INC. i�' BERTHA HVTm Accordion Shutter Systemstem _ A.S.S.A. H.0 03 w/az w/o H.v 1MNDCNJ aaDE 711LI7 TESTING do ENGINEERING COMPANY American Shutter Systems REV.K. DESCRIPTION DATE DRAWN 8Y:W.L. 1ATE0355 N.W.3501,SL,St..305,WOW GYMEW,FLOReA 3]16 Association, Inc. 1 wo S3-O5g <t/gtls DATE:04/to/1s �F Ph ;(305)871-1530.F.:(305)871-1531 4268 Wesiroads Drive 2 DRAWING No '{tell'( QRIDt, L o gryE Vft_.a..Lwm West Palm Beach, FL 33407 3 ZONA WALTERBAD71OLM dr.P.E. I 15-08i NAl 4\- FLORIDA U.( H187 s SHEET P.E. SEAL/SIGNATURE/DATE 6 18 OF IS