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Home My WebLink AboutProduct Approval Florida Building Code Online Page 1 of 2 t , I zA �9�Ntp��,•L'e'�, 7�ia>>��*t 1]_ ( gr � �: S `�z-+e-1 ez�7 �,�;,;� �,It�'A ei `�'�all �� a r• c t II s a het d 6 f c �s• Ja�v`P_17 �� i"1 stirs F 0!I(�c L+L'paRillEf11 , SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications ; FBC Staff BCIS Site Map Links Search Busines,l,h �- Professional �VE iUSER:PublicUserApproval Regulation rye Product Approval Menu>Product or Aoolication Search>Application Lis[>Application Detail FL# FL389-R8 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 Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ice, 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 l Validation Checklist-Hardcopy Received Certificate of Independence FL389 R8 COI FIV ACCORDION CI NONHVHZ.D(If Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code https:Hfloridabuilding.org/pr/pr app dtl.aspx?t)araei=wGEVXOwtDavYYHH2vJvx53Mw... 7/15/2015 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 3-(Non-HVHZ)-Drwg 15- (top and bottom)for storm protection 086 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A.S.S.A. INC. DRWG.15-086.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 Other:Large Missile Level"D".Max span is 12'-7"for 35 psf FL389 R8 AE A.S.S.A. INC. P.E.R. DRWG.15-086.1)df positive ASD load and 13'-0"for 35 psf negative ASD load Created by Independent Third Party:Yes the HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and 8'-11"for 62 psf,9'-6" for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf. See sheet 5 for other spans and ASD pressures. 389.2 �Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks Only-(Non-HVHZ)-Drwg 15-085 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A.S.S.A. INC. DRWG.15-08S.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 16'-0"for 30 FL389 R8 AE A.S.S.A. INC. P.E.R. DRWG. 15-085 HV.Odf p.s.f negative ASD load depending on centermates and Created by Independent Third Party:Yes locking rod configuration for the HV1 blade,8'-0"for+64, -72 p.s.f. load for HV blade for Keystone mountings 7'-0"for +75,-75 p.s.f,for metals stud mountings and 8'-0"for 110 p.s.f.for HV1 and HV1A working in unison. See sheets 7, 11 and 20 respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 15- (top and bottom)for storm protection 084 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A.S.S.A. INC. DRWG.15-084.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. Max. 16'-0"span at 30 p.s.f ASD load FL389 R8 AE A.S.S.A. INC. P.E.R. DRWG.15-084.Ddf for Blade 1 and 18'-0"for Blade 2.See schedules on sheet Created by Independent Third Party:Yes 12,25 and 28 respectively flack Next 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 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 provide the Department with an email address If they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: %ccurimmi-riucs https:Hfioridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53 Mw... 7/15/2015 GENERAL NOTES: 1.BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) FAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014(5(h EDITION)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT 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 TABLE OF CONTENTS BE D.INSTALLED WITH A DIRECTIONALITY FACTOR Kd-0.85,USING/SCE 7-10 AND SHANOT E(CEED THE MAXIMUM(A.S.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. 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 - AREA-1: HV BLADES(D & QA BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAIL(A.S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOT OVER STRESSED,A 33 7.INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS h=USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER.A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 38--44 SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE Q $0214.01-03,#0715.01-03.#1004.01-05,01214.01-05. 90317.02-06.#0609.01-10 AND#0210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E=1886 AREA 2,"W BLADE n AND HV WINDOW BLADE C1A1 AND E-1996 STANDARDS(MISSILE LEVEL D.WINO ZONES 1,2&3)&#1220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE (WHERE APPLICABLE) -HV WINDOW BLADE ®#0505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL D,WIND ZONES 1,2,3)BASIC PROTECTION ONLY AND#0725.01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER U"ATION &NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 2.HV BLADE 0 AND HV WINDOW BLADE © ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 3.BERTHA H.V.ACCORDION PINS(W SCREWS). USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 114x2.75'AND#140.75'RESPECTIVELY,410-HT MINIMUM SERIES CENTERMATE DETAILS W SHEET 8 STAINLESS STEEL.SCREWS WITH 135.0 ksi YLET.D STRENGTH AND 180 W.TENSILE STRENGTH. PINS SHALL.BE COATED WITH BERTHA HV DACRoSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS FIV SHEET 9 COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30.0 ksi AND 35.7 k i FOR END CONNECTION DETAILS 1-5,CONCRETE/BLOCK SHEET 10 6005-TS ALLOY_ MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ANSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN.YIELD STRENGTH AND 90 k..MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE&13LOCK SHUT 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 14 6.BOLTS TO BE ASTM A-307 GALVANIZED STEEL.OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 kei MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:NV BLADE Q: 12.13.14.15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 HV BLADE Q&Q WORKING IN UNISON: 12. 13& 15 INSTALLATION DETAILS S-X.WOOD SHEET 17 -8.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT#6'779,582 COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT#5'458,179 ISSUED TO EASTERN END CONNECTION DETAILS 7-12 & X.WOOD SHE7_T'18 METAL SUPPLY.INC. AREA 3: HV WINDOW BLADE NA1 ONLY 9.IT SWILL BE THE RESPONS1131UTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE.CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN.THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE A DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT.OR OTHERS. MUST PROPERLY CLOSE L W AND HD CENTEfa.AtTtS AND ENGAGE OR LOCK ALL HV AND HD LOCKS AREA 4: HV WINDOW BLADE n ONLY 11.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 INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING. LABEING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE 12.BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. '13(a)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;E.e.WHERE THE SrrE CONDITIONS DEVIATE FROM THE P.F.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND INSTALLATION INCLUDING UFE SAFETY OF THIS PRODUCT.BASED ON THIS P.ED.. PROVIDED HE/SHE DOES NOT DEMTE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMEM.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTORS REsPONSLBtIm. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY AM MEANS. (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 DRAVANGS FOR REVIEW. (e)ORIGINAL RED,SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. 111111 ) FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zane �OER Ai. N/ 7i,�i ©2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM Or N _ = I L E C® �N �,�, �, . Accordion Shutter System KV.BLADE#1 W/OR WAO H.V. WIND W BLADE '•D'. //J = American Shutter Systems cv.N DESCRIPTIOx oA1f: OruwN BY: M.L. �•, TF � TIWi TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 11-792 4/13/15 LUTE: 4/13/75 OF .. o5s N.W.36th.sL,sta 303.VIRGRM Gkgo .ncROA 371 Phan.:(305)871-1530.Fox:(305)871-1531 4268 Westroads Drive z DRAWING No s '-. <C �.`` a 0: nt«eNaeo•.xoR West Palm Beach, FL 33407 3 5-085 J�'�.,,,,/0 • G�� ED-0006719 x A,,,„M,AL ENV"1NY WALTER A.TILUT Jr.P.E P.E. SEAL7MWTURE/DATE FLORIDA LI` 44167 6 SH 1�OF 20 I. 3Y ivR trWGox BInOE N VARIES 1-918• 1-491' ch Z34 0 ��v sus• o o Max. a� 1.200• ®-� i 0.454• o ,Og _ (In • X554" 4.385• $• n 4.857' Q1 HV SOLID BLADE n .375' " 5 HV 90'/180' STARTER 3O HV UNIVERSAL FLOATER a `�� QUALIFIED FOR USE W/ C ERED UNDER US PATENT _,S 8179 QUALIFIED FOR USE W/ HV BLADE( ®HV DIRECT MOUNT HV BLADEQ 1A HV WINDOW BLADE* 6005-TS ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 'SEE LIMITATIONS OF USE OF BLADE ®ON SHEET 19 BLADED ,37 6063-T6 ALLOY AND TEMPER 3.226' 1.500' 6063-T6 ALLOY AtNi�D TEMPER ,1 Zq• 085k4l 2.670' 3.556' (�) .994' 6 1.000' ' 2.226' 6424.897' P.670 a2xHV ADJ. ADAPTER Wf LIP 1Z• 1.375• ^0.072' -^ 0.07 .920 3.226' QUALIFIED FOR USE'W/ HV t'8 HV WALK-OVER TRACK ©HV ADJ. FLOOR TRACK BLADE 1O QUALIFIED FOR USE W/ HV ®HV TRENCH TRACK 6063-T6 ALLOY AND TEMPER BLADE1 QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AD TEMPER BLADE(1)ONLY. HV RAINGUARD BLADE(1) 6063-T6 ALLOY AND TEMPERQUALIFIED FOR USE W/HV 6063-T6 ALLOY AND TEMPER =1 VARIES m 1935,. BLADE N 1' 1.915' ? VARIES 1.936' 6063-T6 ALLOY AND PER Max 1.917 0 083• 063• .083" .093' ao .125" qr ADO, .060' .060' o •093" .093'°o 060' 670 060' 6'r .4 Zia o�y. 670 1.686' 0• 670 3.529' 2 3.520' 5 0' 3529, 3529, 3529. 670 �y. 11 CEIUNG HEADER 1p HV HEADER/SILL 13 HD CEILING�AD6 S L Q LIFIED FOR USE W/ HV BLADE 1 ONLY, QUALIFIED FOR USE W/ HV BLADE 1OONLY 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV E 1O - 14 HD WALL HEADER SILL SEE SECTIONS FOR VALID SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-76 ALLOY AND TEMPER BLADE1p ONLY. 6063-T6 ALLOY AND TEMPER T1 COMPONENT A B TI T2 MN%MN.Y LK It Z" 1 2• 0.125' 1' I 1' 0.062' Q 2' 5-MAX. 1/8" 1/8" 3" 3' 0.090' IB 2' S'MAX. 0.192' 0-192 SIDE ANGLES B CC CORNER POSTS QUALIFIED FOR USE W/ FIV ALUMINUM ANGLES 19 2.5' 7'MAX. 0.190' o.1 s0' QUALIFIED FOR USE W/ HV BLADE( QUALIFIED FO_k USE W/ HV BLADE Q7 6063-T6 ALLOY AND TEMPER BLADE 1 ONLY. ® 2• 5'MAX. 0.139' 0.131' 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE(yon High Velocity Hurricane Zone \ttt11 ffffff ©2015 EASTERN METAL SUPPLY, INC. P Titt/ BERTHA WTI, ENgF Accordion Shutter System _�- fT1 Ll E C® 1 N c. . . ■ • H.V.BLADE#1 W/OR WHO H.V.WINDOW BLADE American Shutter S stems TILLIT TESTING & ENGINEERING COMPANY c tv.N DESCRIPTION ogre Drum+a4 M.L. STATE OF r rays N.W.3611,SL.Sty.30.5.VMGMN GARDENS.FLORIDA 3316 Association, Inc. , OLD 11-192 4/13/16 DATE. 4/13/15 �+ 4268 Westroads Drive 2 (306)871-1530.Fax:(305)671-1531 DRAWING NO -marl:61tccaeaal.cam West Palm Beach, FL 33407 3 15-085 OC'•(� 4 ',/fir`-SJ�••••n��\`A`�� WALTER A.TU1JT Jr-P.E. s SHEET N n FLORIDA Uc.R 44167 P.E. I GiAl1��2E/DATE 6 2 OF 20 1. 4.660* 2 293' 745- 0 E OAS 45' 2.293' 0-33e THREADED 3=NG COREL 1/4"-20 S.&M.S. OWED FAJMW THREADED DIE CAST (2 TYP.) "lUSIlG 111W11, BAKED PAINTED *15' 21IN' LED o pp 'm P o XNOB. 062' 3 1.3 S' .318 0 1 -R BRASS GRASS CYLINDER BRASS CYUNVER 8:KEYS(CHROME (CHROME RATED) PLATED) HV CENTE MAT Q,AURED FOR USE W/ HV BWE(f) ONLY HV FLAMING CENTQMATE I� HV LOCK HV EGRESS LOCK 6063-T6 ALLOY AND EMPER OIDED FOR USE W/ W BLADE(!)& ONLY 875" QUALFIEDeR 6E W/ HV QUALIFIED FOR USE W1 HV 6063-T6 ALLOY AND TEMPER23, BL� E & ONLY. BLADED& (9 ONLY. ,. CENTERMATE 2 874' FIED FOR USE W/ HV BLADE01 ONLY 606 IPERPLASTIC HEADSIB" MOLD 1.756' 922, .0 r ED 2 4045' SCREW 79- 1.753" 60'AFTER RwEnNG RE RIVETING 1/47.9-20 x 3/4- BEFO FZ S.S. THUMBSCREW, 1/4-0-20 RIVNUT* %D *SKIES 9444 ALUMINUM(2024-T3 AU-Cf)LARGE FLANGE THIS NUTSEXI 16— FACTI BY AVDEL ,;w, F L P O� ARSPP PLAN .822' V ER FRONT 8"ATION 66 HY MALE -T' LOCK CENTERMATE 4.565" SHEET �'pg�MPPP ,NEW 054 OR EQUAL CHERRY LOCKER FOR "T" LOCK CENTERMATE - QUALIFIED FOR USE W/ W BLADE(DONLY �Zq KV FEMALE -I- LOCK CENTERMATE HV "T" LOCK !HH; LTERNATIVE W LOC 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE QUALIFIED FOR USE KV QUALIFIED FOR USE W/ HV 13LADEOONLY QUALIFIED FOR USE W/ W BLADE ONLY B�LADEOON 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEM19) W/HV BLADE(D ONLY. 1.917 1.917' 3.161 -\-IHUMSrURN fl 4 1 Lj.-3 T' . 0 CYUNDOR OR .214" .06 2' KEY CYLINDER .214* .545- '*4. S. *6 10.675*Mf, KING ROD 1 .125"M... HD CENTERMATE W/ NO LOC Q CENTERMATE Wj LOCKING �00 �0 OUAUFIED FOR USE W/ HV BLADE Q) UA QUALIFIED FOR USE W/ HV BLADE(9&UA 6063-76 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER HD CENTERMATE'S INSERT SO, VARIES, 12'MIN. QUALIFIED FOR USE W/ HV BLADEQ)&(9 W /4'1-20 S�OR 3 le�lfi 1.130, 6053-T6 ALLOY AND TEMPER AWAL THU.BSCR S. o—'(SM DETAILS) ±1/2 --I%rVIN OR KEY iS7 Min CYLINDER LOCKING ROD '.78'M.x, QUALIFIED FOR USE W/ W BLA E(j) '375'0 1/4.0 (R HD LOCK 6063-T6 ALLOY AND TEMPER 8"0- AfIrTAI By REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK SOLT LOCK. A INSTALLATION WILL REQUIRE A /16' HOLE UMBSC EW ARIES S.$. THUMBSCREWS QUALIFIED FOR USE W1 HV BLADE(D& G D Q-LED AT TRACKS FOR PROP EMBEDMENT QUALIFIED F.QR%%UV4TlJ)rhV BLADE(j) QUALIFIED FOR USE W/ W BLADE(D FLORIDA BUILDING CODE(Ron High Velocity Hurricane Zone' ON;:„E,. 0 2015 EASTERN METAL SUPPLY.INC. --- sk� BE VTM Z�7�ill E-�CO,�r; A,S.S,A. KY.Ac #1 cordionORW/D ShutteNr System RADE W/ KV WDOW RADE American Shutter Systems Xv.w DESCRIPTOR DATE DRAWN BY. M LIT TESTING & ENGINEERING COMPANY 36th.SL SW 305,%MMM GhRDEMS,FURVA 3318 Association, Inc. I OLD 11-192 4/13/15 DATE- 4/13/15 (305)871-1530.F-:(3p5)871-1531 4258 Westroods, Drive 2 - S 1 N*\, — Ult—ft .. d. . West Palm Beach, FL 33407 3 DRAWING No 0ift 3-0006719 — 1 11 WALTER A.nLLrr j�l P.E. 4 15-085 A " SDA Uc.#44 67 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR 3/8'6 Hy GHV 44 12'MIN NNCE ' .01625• Q HV BLADE 1 41 40 3 I To B E P to els rF �D� 3 W WINDOW BLADE 0625' FErnON X_X 0625 .0625' ® HV BLADE 1A I ® HV LONG RECESSED NYLON BUSHING oz� iI! n BLADE'S -0 GGE .0625 18050625' Y (TYP 39 HV SHORT RECESSED NYLON BUSHING 39 �� r � ® HV NYLONHAT WASHER (D OR ® � � i FLAT PORRON R1� �� 3 50' • cL y K �, I B IOR 4t HV WHEEL CARRIAGE AISI 302-303 SERIES I I L A: 40 �, ,y l X *11.750' X 0.870"x3/16"THICK NYLON WHEEL 3 I I a 2 7/6'Mw. Hv wIN00w 0.188"0 AISI 302 SERIES S.S. RIVETS I ©SEPARATION LEAR m3.0 3.7500' 315.6 SEPARATION .0625' ,0625' ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD * EXTERIOR �; o OPBLADE S S�BDN y-y ON C ERS•+s 7500 - ( HV 2 3/4" ACCORDION PIN W/ #8 HEAD * 41 "�� 4 •�m 2'1/4" °R°Evnn w ® POLYCARBONATE IMPACT RESISTANT HV WINDOW i ! ! BETwSEE1 TYPICAL HV WINDOW BLADE g AND I I I i 39 i i 3 I I POLYCARBONATE HV WINDOW DETAIL ' Q OR ® 4 or @ N.T.S. M((SEE NOTE FOR ' ' I j UIREMENTS) i �OR ® �c POLYCARBONATE IMPACT RESISTANT HV WINDOW BAYER MAKROLON 3103 POLYCARBONATE * I I! Y I 12'MIN.CL CE RESINS, UV-STABILIZED GRADE OR SABIC TO BLADE B M INNOVATIVE PLASTIC LEXAN 103 RESIN Hy PIN REQUIREM HIS AT EXTERIOR BLADE KNUCKLE FOR uh (SEE NOTE "F" ON SHEET 19). By- i , ' Q1 OR s (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR Nwrc I�r(SEE i3 iPOLYCARBONATE SOURCES FOR 44BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q OR i � ! � EXTERIORHV BLADE. APPUCxIZE TYPICAL SHUTTER ASSEMBLY TYPIM PROPEITDES MmueD N.T.S. OR AT(2) HV PIN ® MAY BE USED IN UEU OF ®AND ONLY AT ExTPROREXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1D 00.324' DE'S KNUCKLE. �MAS0792 onU wA� OAs3IndBLADE WHEN CORRESPONDING TO INSTALLATION "11', SHEEN 7. NOTE FOR.O0B)I- 3EQUIREMENTS) MSILE TIED STFS c t AMU D5NI 9.� P.,+• 9-m vu• 1 i ' FlD(URAL STF.N'IH AT Ta1D AMU D790 Iz5W Pa3. 13,400 P• (3) HV PIN ®OR @3 W/ 1/2" O.D. 1/16" THICK S.S. WASHER ® g I F DNRAL IxxxAus ASIM D 90 3wooD Pa3. 3A5 W0 P,A SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, °I! I ' t No1DNFD¢oD AW1 D256N FT-@! n Fr-m! SHEET QO � ' I F.,F B max: WHEEL CARRIAGE DETAIL PATESMOOF OF BBUB P6 ADDISITY ESN D= o-i CLASS FS C.� N.T.S. ASSEMBLY LAYOUT N.T.S. 311 IplBION ASTM D1B29 ID/O T 900'F yfap)E�{y. ASN 0155 TENSILE SDiE7W'i11 AF1DT WFAMM- ASID 01a 93oz vs1• am P.J. MHV BLADE SOLID & HV WINDOW BLADE DETAILS 'N"SR E55 BEFORE WFA,NF/tlNC AMU 0f61 P.I. 88w Pal N.T.S. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ��AoA%11- A. T�� ©2015 EASTERN METAL SUPPLY, INC. / J .............N �l', BERTHA HVTM Accordion Shutter System A.S■S■A■ H.V.BLADE qt w/OR w/o H.v WINDOW BLADE jF��lf! = American Shutter Systems EV.N DEScR1PnoN DATE DRAWN BY. M.L. *= TILLIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/15 ATE pF 8355 N.W.36h St.3a 305.NRDOM Ga�ENS FLORIDA 3316 Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroods Drive 2 DRAWING No F' ORIDP , �.` a-man:LnLaaaoaPl.aaD West Palm Beach, FL 33407 3 I sONAL ENGWALTER AEB-�DLLIT Jr.P.E.67 9 4 15-085 .E.A�` ��51a'fJJ' URE/DATE FLORIDA Lie.B 44167 6 SHEET OF 20 0-0- *-NOTES ON HV LOCKS AND CENTERMATES: 1. MANDMfff CONDITION it: ONE W LOCK I&or @ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR BWW D FOR.1NSTALt?00NSj ANY HV LOCK or g2 OF SHUTTER SPAN FOR SPANS UP TO 105". CM To ELEVATION MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, R n nl I n I I n CENTERMATES W/T 1�4'0-20 x 1/2*LONG FLAT HEAD S.S.MS. LOCATION OF LOCK SHALL BE AS INDICATED ON SHUTTER. IT . 16 2.Pff*116L IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP To TWO RV LOCKS 0 1 VWR &BE USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS To CENTERMATES @ 0 SHALL BE AS INDICATED ON NOTE (1)ABOVE. L-11110N OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. OPTIONAL CONDITION J2(VAUD ONLY WHEN MANDATORY CONDITION #I OR UMM:D MMDATORY CONDITION f2 IS USED WZM HY, LOCKS)m LOCKING RODS 7 Till 5 a .0 D l ARE NOT REQUIRED AT_�URRICANE POSITION, BUT MAY BE USED IF DESIRED TO ENHANCE SHUTTER PERFO MANCE. LOCKING RODS Q§ OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. MANDATORY coNomom JL'ONE W LOCK SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK or @ SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, 3i ATTACHED TO 0 CORNER CENTERMATE WI(2) 114 0-20 x 1/2*LONG FLAT HEAD S.S.M-S.TWO LOCKING RODS 5 6 FIDC-HVC AT TOP& BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. "VVII— MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 1.2 S. F1 ALTERNATE IQ MAN N J) VAIID ONLY FOR w -Ex 10!1196L CENVERMATES ONE ALTERNATE HV LUCK gy MAY BE USED IN LIEU OF HV LOCK AN TIONS OR E AS fla or FOR ANY zsFAN,AND 3E INSTALLATIONS AT ANY ELEVATION.ALTERNATE LOCK MAY BE USED AS A INSIDE OR OUTSIDE LOCK.ATTACHMENT HALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO 6. MM9Y CONDITION A E 3 FOR KEYSTONE MO ONE W LOCK® or @ or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS Up lit TO 96',AND FOR INSTALLATIONS AT ANY ELEVATION. W LOCK @ or 0 or @ MAY BE: USED AS AN INSIDE OR S LOCKS AT 1/3 OF SHUTTER SPAN, lo'D OF 1/4-0-2Dx3/4-SS.THUMBSCREW TO Qfi OR 0 CENTERMATES SHALL BE MADE W/ 1/4-0-20x3/4-ALUM. i bob RNNUT AS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK S OUTSIDE LOCK.ATTACHED TO @ or 0 SYMMETRICAL CENTERMATES W/(2) 1/4'-20 x 1/2"LONG FLAT HEAD S.S. SEE END M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEvAITON. USE OF LOCKING RODS 0 W/ CONNECTION OR(p TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON SH.EETS 10 01 18 TYP.FULL HUGHT. *NOTES ON HV "T" LOCKS AND CENTERMATES! OF CORNER I. SEWND Rf NDITION ONLY FOR W'r CENTERMATE N ONE ALTERNATE HV 'T-LOCK ALP MAY BE INSTALLED IN LIEU OF HV LOCKS OR FOR ANY SPAN AND ON AT ANY ON. RNATE LOCK Q Rp (:aA,Y BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF LOCK(9 INCLUDES G REINFORCING LOCKER AS SHOWN ON SECTION ENG,SHEET 9,WHICH MUST BE 0. CONNECTED TO CENTERMATES @ AND @ W/ 1/4'0-20'. 1 1/2*LONG S.S.THREWED BOLT W/7/8'0 x 3/32' WINGNUT OR W/1/4-0-20x1-&S.jLS. INTO A 1/4'0x,'Ml�:RIVINUT. LOCK MAY DE IN AT MIDSPAN OR 12- MAXIMUM ABOVE AND BELOW ME RODS @ TOP AND BOTOM IS MANDATORY. *NOTES ON HD LOCKS & CtNTERMAT HD I CIENTERMATES(�i OR(31 W/(321 1. octe .• ONE ALTERNATE HO LOCK ) MAYBE USED IN UrU OF TYPICALIn HHV BLADE SHUTTER ELEVATION HV LOCKS(g)OR Faa ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK @)WAY BE USED N.T.S. AS AN INSIDE OR OUTSIDK LOCK.ATTACHMENT OF HO LOCK(g TO @ IS W/3 18 x 3/6'F.H.S.S.M.S.,AND INCLUDES REINFORCEMENT INSERT 0 AS SHOWN 014 SECTIONS HDB-HV8 AND HDC-HVC,SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS @ is cowpLamy omonm_ ...... FLORIDA BUILDING CODE( on igh elocity urricone one A T14 iNk 0 2015 EASTERN METAL SUPPLY,INC. 'tz BERTHA HV 7m Accordion Shutter System 11�LTE�co A.S.S.A. KV MADE#1 W/OR W/O RV WNDOW BLADE American Shutter Systems TILLIT TESTING & ENGINEERING COMPANY ?CV.M DESCRIPTION DATE DRAWN By: MA_ STATE OF 6=N.W.36M St.St.303.WGUA GARMNS.FLORM 33166 Association, Inc. I OLD 11-192 DATE. 4/13/15 (305)871-1530.fax:(305)571-1531 4268 Westroods Drive 2 — e-mail:tiftem ooLmm West Palm Beach. FL 33407 3 DRAWING No rFS ...... 09-0006719 0 ZONAL WALT"A-TILLff JlRE 4 15-085 FLORIDA Uc.#44167 S T P.E. ASONAM...R'E/DATE 5 SHEET OF 0 1 6 5 OF 20A ONCRE7E ANCHORS POURED CONCRETE POt6Q POURED (SEE SCHEDULE ON OR CONCRETE BLOCK CCONCRETE SHEET 13) REQUIRED 1/4'0-20x3/4"S.S. RREQUIRED CONCRETE ANCHORS MPGIIINE SCREWS CONCRETE ANCHORS 17 18 R A toR pNE(SEE uourmnc Q ON SREEr» (SEE SCHEDULE ON Wj 1 j4'-20 (SEE SCHEDULE ON SHEET 13) SHEET 13) N1115 0 12"O.C. 1' 1' 12 OR 1 d Min. 1/4"0-20x3/4'5.5. Min.EQ MACHINE SCREWS2" ---- USING 1/4'-20 NIfIS _ 19 EO0 12"O.G,E T.250"Max. -- _ 13 OR 15 _ 13 oR 15 f.250`Max. O.• O.r ~ 1 i' E. OPTIONAL i;�\ +I + '1 I I' �-OPTIONAL I{ fNi 50'NWKN 1 to aas(sTI 1 ffpYU T 1 OR MIN.SEPARATION TO GLASS 1 MSTING i W SIHIT t9 tat t t I EXISTING _,1---(SEE SCHEDULE ON SHEET 71) t GLASS— Fmk® 1 MIN.SEPARATION TO GLASS I I 1 MAS--F —(SEE SCHEDULE ON SHEET 11) T F%ISNNC � + I Q HV WALL HEADER INSTALLATION HV WALL HEADER INSTALLATION HY WALL HEADER INSTALLATION + KEYSTONE EXISTING 1 ' MIN.SEPARATION TO GLASS GLASS--I 1 OR 4"�'' t I 1 ---� EXISTING [ --(SEE SCHEDULE ON SHEET 11) 1 + MIN.SEPARATION TO GLASS _._..i €f i it FOR BLADE N� ri`(SEE SCHEDULE ON SHEET 11) I CLASS W SHIT 10 ILII tit t ' a.K6 mkt Iy' EXISTIG� _; ' OPTIONAL -- t tt E OPTIONAL ++ I I * f-1/4"Max. E.D. ii ii ! fl �� 13 OR 15 r D. � + + /2 - 19 E EQ „ `-- - 13 OR �1 12 QR t d -- lJ 1" O 1/4'0-20x3j4'S.S. Mi+f• --- EQ PHIWPSTRUSS HEAD 1/4`0-20x3/4"S.S.PHILLIPS ONCRETE ANCHORS 17 1$ MACHINE SCREWS USING CONCRETE ANCHORS TRUSS HEAD MACHINE SCREWS (SEE SCHEDULE ON SHEET 13) 1' 1/4"-20 NUTS 0 12'O.C. (SEE SCHEDULE ON POURED CONCRETE Min. POURED CONCRETE SHEET 13) W/T/4`-20 NUTS 0 12'O.C. OR CONCRETE BLOCK OR CONCRETE BLOCK WALL REQUIRED NCRETE ANCHORS REQUIRED D F(Y WALL SIL! INSTALLATION POURED CONCRETE (SEE SCHEDULE SHEET 14)) ON (�)HV WALL SILL INSTALLATION OR CONCRETE BLOCK WALL REQUIRED O HY WALL SILL INSTALLATION NOTE FOR COMBIMPON OF SECTIONS: INSTALLATION D ETA I LS W 1-SEE SHEET 4 FOR TYPICAL SHUTTER E.D.-EDGE DISTANCE ASSEMBLY ♦ SEE LTM ATIONS OF USE FOR ,J 2-MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIRCATIONS ON SHEET 13) BLADE TON sHEET 19 HV BLADE IN ANY WAY TO SUIT ANY INSTALLATION. f111IINII FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone ..:..JjC/Tjr•.r,,� CS 2015 EASTERN METAL SUPPLY,INC. s\: ic>NSF' BERTHA HVTM 11LE C 0 INC. A.S.S.A. Accordion Shutter System � � � '7�•; = KV.BADE#1 WJ CR W/0 KV.W DON MAIX American Shutter Systems VESCRO'RON DATE DRAWN m: a Af Te QF - TILLIT TESTING k ENGINEERING COMPANY M.L. .�� 8355 ry.w.361h.SL,Stn.303,WtGOA GARDENS,FLORIDA M16C Association, Inc. I OLD 11-192 4/17/15 DATE 4/13/15 (305)871-1530.Fax:(305)871-1531 4268 Westraods Drive 2 ssl�•...•• ` \,\5�� rmm>�U�67191 West PQIm Beach, FL 33407 a DRAWING No r 1 1 WALTER A.TILN h.P.E- 4 15-085 Ilrr�truNA11n117AA`'� FLORIDA Uc.$44167 5 SHEET P.E. SEAL1�!'�NATURE/DATE 6 6 OF 20 CONCRETE ANCHORS NK SEPNAWN ' ®� uw. MASS 1 i POURED i 1 OR I i I t0 NXALx CONCRLlE (SEE SCHEDULE ON SHEEP 17) m N>Ass(sF>: I EXISTING I � ' REQUIRED EDGE OF GLASS---! �. 1 (sem saNf»)an I _ 1 w suzT t9 FGR ' rows D. APPUCABSLAB IIE E)(ISnNG HA➢6m&® < �(sa mlm�e I B GLASS \ Ix sN¢r tq \ I l i ALTERNATE i i i i EXISTING" ANCHOR ✓ i LOCATION i iI I I GIA55 810x3/4'HEX WASHER HEAD II II 11 OR 13 OR 1$ - I 3/8 YIN. TEK SCREWS® 12'O.C. i EDGE OF 7/e MRL IF CONCRETE ANCHORS $ SLAB B (SEE SCHEDULE ON SHEET 13) E ' APPLICABLE J I EDGE OF EXISTING I III i,I i 'II SLAB IF p, CLASS i EDGE OF 1 I X1/2 1 FDCE OF APPLICABLE i un sIErR,mw N1 APPLICABLE E.O. O. AppUCABLE POURED FIAT HEAD CONCflEIE ANCHORS i1111Fi(( POURED TO 04 SAEET CONCRETE / D. REO RED (SEE SCHEDULE ON SHEET 14) -{ 11 FOR 11A 0AEU # POURED REQUIRED FLAT HEAD CONCRETE ANCHORS IN SIEETT 19 Fvl1 OR ® CONCRETE I R/aas TD&© REQUIRED E.D. E D.s--+ (SEE SCHEDULE ON SHEET 74) 11 .TRENCH INSTALLATION VAUD ONLY FOR UP TO +70. -75 PSF A.S.D. ` ® HV FLOOR INSTALLATION t THY WALK—OVER INSTALLATION DESIGNSCHEDP URE RAEET TING&FOR SPANS PER © HV CEILING STAL ION EXISTING ION.9F➢NNRfw 1 I CONCRETE ANCHORS cUtSS I (sFisa�m —� SEPN+AtNi'l O (SEE SCHEDULE ON MMMWN SFaET tq I I SHEET 15) t/are I na 7HW"a M A0 w s�aAT lO i a EXISTING 7BOINOIOLY OR 1/4"0 FOAETS I 1/4' EXISTING I EXISTING u svAwllaH m nAss I GLASS--I I FASTENERS TAPPER ANCHORS W/ MAX. GLASS GLASS �( salmwc oN s¢a 11) ' 10 ' NIL a'PAutan ro 1 7/4'A9N.ELDEDNFM U 6' (StE SoaDIItE W It) I O.C.FOR UP m C'-Or SPAN AND I�I D i it i i I j I 4"O.C.FOR SPAS LARGER THAN TI 6'-0'UP m 8•-0"IAAX PPPLY t 1/4' 1 SENANf AT LVFTtE FASIIINFR HBm r-I I I I I I I i i MAX. ' I (TYP.)(SEE NOTE tt ON 9ffET 11 1/2' 3 p s I '1 Ox3/4'HE)( E, s FOR uteunals 3/8' MAX. OR 15 i I 6 I, WASHER HEAR TEK SCREWS I coNr.SEAUWT ,.. I I Nw. 14x3 4 HEX HEAD 1 B' ® 12'O.C. TEK SCREWS®9'O.C. _ 1 8' 1 I 1 1 •-'�I•'• L I/4'a-2Oil/4"55 u5 CONCRETE ANCHORS _ _ 6 + 70 J/tl #14x3/4"S.D.S. _ 1 i i 1 1/a' .�•`� .:::�.�.' USING t/4'a-2O Nt1i5 OR 1/4'0-20 SS.N.S. i (SEE SCHEDULE ON n 1 ®9 O.C. -- - Max. G^ ••:;^, O 1R'O.C. W/NUI'®9'O.C. I SHEET 14) 1 4 `y EXISTING NON STRUCTURAL •- .. •.^ . ...• .. :. ----- aTi------- 17 oR 1 B 1/2' 1' 17 n 18 1 2.0o NTN:3> WAIL TIME(DECORATWE EDGE E.D. , ) J14 xa a'F.H.S.D.S. �,�M!N.':: ,' "r`. i I SLAB ff OF AIG 9'O.C. POURED CONCRETE APPLICABLE '..1� REONRED 1 7/8 CONCRETE ANCHORS SEE NOTE 13(b) .D POURED CONCRETE (SEE SCHEDULE ON ON SHEET 1 EE NOTE 13(b) OR CONCRETE BLOCK SHEEP 14) POURED CONCRETE ON SHEET 1 '•'t D. OR CONCRETE BLOCK REQu1RED REQUIRED ®KEYSTONE MOUNTING INSTALLATION OPTIONAL POURED 0 HV WALL FLOOR INSTALLATION © HV WALL WALK—OVER INSTALLATION MA @dUN A.S.D.DESIGN PRE4URE +64-72 pat MmmN SHUTTER sPm 6•-D' REQUIRED ( IS INSTALLATION SHALL BE OJ HV RAI GUARD INS N t "m FOR comiwnm OF SECTIONS: s t REMOVABLE WHEN PERFORMED E D. E DISTANCE ADJACENT TO AN OPERPBLE EXIT SEE LIMITATIONS OF USE FOR -�SHEET 4 FOR TYPICAL SHUTTER (sEE CATIONS ON SHEET 13) OR ENTRANCE BLADE lA ON SHEET 19 INSTALLATION DETAILS W f C1� HV BLADE ASSEMBLY 2-MOUNTIRG SECTIONS-CAWBE-OMBINO IN ANY WAY To SUIT ANY INSTALLATION. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone N.'fizz�A//i ©2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM �\GENSF "_ "� Accordion Shutter System C - � ® i a c. ■ ■ ■ ■ RV. MADE#i w/OR w/o RV.vnrioow 8(JLDE y>< � American Shutter Systems EV. DISCRIPTION DATE DRAWN BY: M.L. -O'• `STATE TILLIT TESTING & ENGINEERING COMPANY Association, Inc. , OLD I1-192 4/13/15 DATE 4/13/15 8333 N.W.m6 St•Ste.X0.5.NRfaNl4 OAROQlS,R01RM4 7716 4.268 Westroads Drive 2 Pbone (305)871-1530.Fax:(305)871-1531 DRAWING No a,is 16ee aoaal.aaa West Palm Beach, FL 33407 3 FS'••.. .... �� •c EB-00067,9 15-085 /810N -"tO'N WALTER A.TICCIT Jr.P.E 4 /r 1I FLORIDA Uc.g 44167 S SHEET P.E. S�AI'79WNATURE/DATE 6 7 OF 20 SEE END WALL CON ECTIONAI 8 SEE NOTES ON LOCKING RODS D.HV LOCKS 1Q or� OUT IN `f' INSTALLATIONS W/ 1 HV **AND ALTERNATE HV LOCK 0O SHEET 5. EXISTING GLASS o 6L DE SLACK DETAIL HVF IS VMID FOR ALL BLADE WZ HV CENTERMATES c--APPUGA-WITH DLADEQt 7Omt�m 10*�3 aR OR SEE END WALL CONNECTION x7i10« t 7+©m EXISTING GLASS DETAILS ON SHEETS 10 & 18 i ©+Q7 +17 m©+Q+18 m — �R --------------------- -- ------------ -- 2"x2"xt/6'z0'-2" 1 I 3 1/4" 7" 61/2" 7" (6063-T6 ALLAY)ALUM. OPPOSING SYMMETRYCAL ANGLE W/(2) 1/4'0 TAPCON 1/2" m(12+® ANCHORS To CONCRETE I CENTERMATES CENTERMATES (TOP/BOTTOM)& ®10x3/4-S.M.S.11 12• MIN. SEPARATION (4)®10x1/2•&M.S.ro TU 11E i O.C.FULL LENGHT. WJ HV LOCK 4 or l2S) W, HV LOCK Q� � To cuss AT EACH ANGLE(TYP) 3 * 3 (ON SESCHEDULE) 5 ® °° * 35* IN -- * 1 - 5 5 5ao 1/2" IL I op 2- ©m®m©,gym®m,o«O3m c a HVB oUT ® � * HVC HVA ©m®m©a Om®m10 a©m POURED CONCRETE OR OusnNG GLASS zn-f�BLOCK WALL 6 7 1 m 6 7 1 m l REOU m ING 5•® �7 ml � SYMMETRIC ------ �------ — �CIALSS —8 +®m Q*1 3 m 1:1•©S EXISTIN I N MIN.SEPARATION —J Cuss 1 CENTERMATE * 6 ©•®m 1©•®°"®•0 m (sEESCHEDULE 5 * W HV LOCK 6 (INTET2IOR) ®+ QS 18 m O9+13 ox 19+ ON SHEET 11) MIN.SfFARATION ®+® ® m -@.@ TO GLASS (SEE SCHEDULE I N OPTIONAL — ON SHEET 11) - (INTERIOR) _—_—_ _—_—_—_ — Q U T CONCRETE L — — _ 1 ANCHORS LL 1 1 5 m * 3 VARIES * " ® *Vo w ® o U T 6 1/2•MAX.SLACK OUT v! 5 (EXTERIOR) HVE HVF** HVD FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 'NOW,A L0 2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM .� Q EN Accordion Shutter System 's . . . . H.V. IDE , W/CR W/0 H V.WINDOW 131 ADE TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems e,_ DESCWFTION DATE DRAWN BY: M.L. 6]56 N.W.J6ln.SL,31e.365.VIROMN CNNFNS,flAR1IN JJ16 Association, Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/15 o'• STATE OF 4268 Westroods Drive 2 :A- Phona:(305)671-1530.Fox:(305)871-1531 DRAWING No 0' F�OR10P �a``�� —41:tilt—a..[.rom West Polrn Beach, FL 33407 3 TE15-085 -0006719 'N• WFLORmAU.9 Z1667E. 5 SHEET P. DATE 6 8 OF 20 ALTERNATE INSTALLATION W HV "T" LOCK 0) HV MALE FEMALE "T" LOCKS CENTERMATES 8 9 & LOCKERS W 1 HV BLADE SEE END CONNEE`TION DETAIL ON SHEETS 10 k 18 INSTALLATION (? HV BLADE OUT IN '?f°� MADE aS<AGx DErAIt HW,wMATED ON SHEET 0. W/ HD CENTERMATES AS WELL AS UMVOWI.FlOA71NG SIADEQ DEFNL HOO-WO, IfL7l` U• 7 8 +10+ 3 I:DWATED ON nns Sj EE.Lav SE USED M"TM aTERNA 70•Q�5 a©' ©+®°" INSTnIATION DETAIL ia•c stowN IN nils SHEET. SEE END W&L(y}NN£Cf76N DETAILS ON SHEETS 10 do 18 {sous-Ta ALLDo AruN. - -i); rx-)I�;�A. sJe- Rp•� 35, * 35 yc Pop I& L._---------------------,-_ ____ _ t 4 toPnaNW -� txsa�f u � ( t10.3acnuL°rNw. * -------( -------- ta)Hv. - 1N 3 cP------------�———— --- ----7 Ir 30 HV "T" � t4)H.v aN-sErw 0 PINS I7TP-) PINS Itm.) ro aixs 5 3 LOCK (INSIDE) i z :r. s -- --------- - --- --- — — - - r. 5 1 282s 1 1 a :arc bre 11, 5 3 O U I 31 oR 3�? 33 31 GR 32 31 aR 2 35 31 oR 32 * 2 1/4" 0-20 x 1 1/2" S.S.M.S. 4 35* SLE NOTE 6 FGR F1Y L7 W/ 7/8"¢ x 3/32" WINGNUT. toPnGNAo HDB-HVB OUT SYMMETRICAL HD CENTERMATES(Op"O AL) HDC-HVC r Loac,ox SNEEf s. �* F'V/HV "T" LOCK (OUTSIDE) 26 SYMMETRICAL HD CENTERMATES t wags sa4a ALuuwuu H�j(1`* W_ a! LOCK (EXTERIOR) W/�3 LOCK (INTERIOR) SHEET T3�URGE t,ANCE 7Hw ,a-131.0.@.0.0. AS MA N MANUFAOSERr.CTURED P/RY/OEL A6 A6INUEAGIURm nY,VOD. RSEaif 7EXRRN,PEQUAL ENT,NEW JERSEY O O f��,��^�_�� "• mast OR EgUAt. 6 +7 6 y ------ ----------- _—_-------' 8•®-Q•�"�•'V'��•® 3 0 SEE NOMS ON aaanc Raps a M® oca ON SHEET s �..� ##u,sVFRm•E rLDAaNa a+nE®Gni HODINO IS vun FbR WE tExlEFewTFS APN ADONS rens aADE O HDD-HVD** FLOATING STACK t r FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone A.Tits ria, .� ,.....,. IT �i� 2015 EASTERN METAL SUPALY,INC. BERTHA H !L ECO INC. �, „�,= Accordion Shutter System ,� KV. FADE#1 W OR W/O H.V.WI BLADE �/✓�*� American Shutter Systems Ev. OESCPIMON DATE .--a7 DRAWN er: M.L o TATE OF $ TELLIT TESTING & ENGINEERING COMPANY Association, Inc. BJsz 1 OCD 17-792 4J73j15 MYF 4/73/75 !,4 N.W.-36th.St-Sc 3O$.VlHOM GAROM F3DRw 3316 Phare:(305)677-15M.r0::(305>871-1531 4268 Westroads Drive 2 '�4`SSj/ 1 1 E�1U\P�� ie�o0"Deo19Laom West Palm Beach, FL 33407 a DRAWING No h ViyAy 1\�� WALTER A TRIM Jr.P.E 6 1��oU� r&, tr t Id`t FLORUA ue. 1 44167 5 SHEET P.E. SEAt7g1dMATURE/DATE 6 9 OF 20 POURED CONCRETE POURED CONCRETE OURID CONCRETE POURED CONCRETE OR OR CONCRETE OR CONCRETE CONCRETE BLOCK WALL OR CONCRETE REQUIRED BLOCK WALL REQUIRED BLOCK WALLREQUIRED BLOCK WALL REQUIRED EXISTING GLASS EXISTING GLASS CONCRETE ANCHOR---111 EXISTING GLASS � 2•MIN EXISTING GLASS o 16'O.C. 1 -Z_ _1) MIN.SEPARATION r— 1 -� V1 2'MIN. 70 CLASS(SEE MK SEPARATION I 1 ADN. ON 1 MIN.SEPARATION SCHEDULE ON SHEET I I EO 1 EQ TO PASS(SEE TO G1155(SEE I TO GLASS SEE HEDULE ON SHEET SCHEDULE ON 94Ef 1/16'x3"MAX. 11 FOR 19 FOR 1 MADE t 1OR MADE(I)AND 1 FOR WADE 1OAMJ (6063-T6)COM. B.Am �&0 ON SHEET 19 FOR 1/2 1 1 SHEET 19 FOR (LOCATE AT ON SHEET 19 FOR ALUM.CLOSER I BLADES O&(D E4/•DES�& EITHER SIDE 1 S AMS(1) 0 PLATE. (LOCATE 1/2 OF O) AT ENHER SIDE MIN , I 1/2'MIN. - OF®) / I •1•USE 1.OR 2'MAX. #10x1/2"S.M.S._ / 1 _—_—_ (AS APPLICABLE)x2"x1/8"x0'-2' i 10x1/2'S.M.S. ® 16"O.C. --_—_ ALUMINUM CUP ANGLE ® 16'O.C. 4 \ (6063-T6 ALLOY)AT MIDHEIGHT (1) gIOx1/2'S.M.S.TO(D& 4 ` (2)1/4'0 TAPCONS ANCHORS TO SEE DETAIL X FO ®� WALL AT 1.O.C.(LOCATE AT 5 SIDE CONNECTION jO R EITHER SIDE OF®) 1 OR 1 R ®� SEE DETAIL X FOR 1 �R ®� TO TRACKS SEE DETAIL X FO 4 SIDE CONNECTION ®°"©`�°'8 O•®m SIDE CONNECTION ®w©•�"'Q 10•®m ®mWA 6 O7 w 8 10•®m TO TRACKS w m 6 7 m B 0•©^• I0�®m©•®m©•®m TO TRACKS t0+m®m�•®w©•©m 10•®�•©•®m©•®w ©+O7 .©w©�.Q7 •®m 6.0.©m©.O7 •®m ©•70•©w©•Q7 •®'� ©•Q7 •©"©•7Q•®°" ©+®ml®.®"'ll•©w ©.®w1©+�8wO8•®m,T'�,, .®w 1©.®e.©.®w ®`®w I©•�Bw®•©°" ®,®m O9.�m1®•®w®,® O+®"®•®°°}®•®wl'.7'® ® RIO END CONNECTION DETAIL 03 END CONNECTION DETAIL END CONNECT O ETAIL(j) END CONNECTION DETAIL 2Q 4.REQUIRED ONLY FOR SPANS GREATER THAN 12'-0' POURED CONCRETE OR EXISTING 4 �IXISRNG GLASS CONCRETE BLOCK WALL GLASS 4 REQUIRED TO LASS(SEE #1 1/2' ro Cass(SEE ® ts' .c. MW sErAPAnaN Y ='---- ------- ON_ 6 OR®OROOR II FOUR SLADE® CONC ETE 1/2•MIN. SCHEDULE ON GLASS f SHEET O ON 91EET 19 FOR ANCHOR W 11 FOR LADE OAND 4 ______ - ___- 1 OR 3 OR 1 OR 1 CONCRETE CRETE mAnEsO&(ID 12D.C. 1 5 �BLADDEsSm�� ----- - hNCHO Q OR I6' 1 2 MIN. 4 �- 1 2'_ ----- EO - _IN 6 OR®OR(9OR 2"MIN, 2'MIN. , SEE LIMITATIONS OF USE FOR VIEW Y BLADE(DoN SHEET 19 ©OR130R(qOR@OR(g 5 1 OR ®' PLAN 1 OR ®' ©w®m©•07'® 10•®m DETAIL X 7REF oft ®w®m©.pm© 1o•®w 10,®m END INSTALLATION NCR BLOCK W 1p.®m©. �HV BLADE ORBLADE OR HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. O NECTiON DETA ®•®m�•®m�.®m®'® END CONNECTION DETAIL© w®® FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone A.Ptj""� m 2018 EASTERN METAL SUPPLY,INC. Q� BERTHA HVTM ' \GENS '•.�'„ Accordion Shutter System ■ ■ KV. BLADE#1 W/CR W/0 H.V.WINDOW MADE TILIJT TESTING & ENGINEERING COMPANY American Shutter ?EV_No DESCRIPTION DATE DRAWN BY: M.L. = STATE OF :¢ rass N.W.36th.SL,Ste.3D5,VIRGDIN GMAe15.FlANOA 3316 Association, Inc. + ULD 11-192 4/13/15 DATE: 4/13/15 Phone:(305)871-1530.Fox:(305)871-1531 4268 Westroads Drive 2 DRAWING No ,c'•., ORIS molt:tneee�oel.com West Palm Beach, FL 33407 3 /ONALE�G.�`��` WALTER A ULT J,P.F_ . 15-085 'VP;kFLORIDA le.8 44167 6 SHEET P.E.1 ArURE/DATE OF 20 SCHEDULE #1 SCHEDULE�2 SCHFDUf�F�3 MAXIMUM SHUTTER SPAN* "L+" OR "L-" MAXIMUM SHUTTER SPAN* "L+" AXIM-- SHUTTERLLA IO`S NSEQOT(ft.). FOR INSTALLATIONS WJ ICAL OR 'L-" {ft.} FOR R "L-" ft.) INSTALLltT10N5ar laito '/ONE N.V. LO® &®r �� or / ® W O W J ONEE HV�OKS WCEM'ERMAIES. & or ar INSTALLATIONS W I ( NCRETE &ANSORY WOOD {1) l+:MAXIMUM ALIOVJABt£SPAN FOR A GIVEN HO LOCK IS W/ NO LOCKING RODS or ONE HV LOCK or ar POSITIVE A.S.D. DESIGN PRESSURE RATiNO. CENTERMATES & Wj ONE HV 7" Wj NO LOCKING RODS W/ NO LOCKING , C, D, E, M, N, d, F, O, L-: MAX,gLLpWABLE SPAN FOR A GIVEN NEGATIVE ® /TWO LOCKING RODS ® TOP & (SEE NOTES t,tt) ODS AS.D.DESIGN PRESSURE RATING. LOCK W K & L R, S, & V. BOTTOM SEE NOTES tt (VALID FOR MOUNTINGQ7 (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR SHEET 7) H, I, il, JCONCRETE&WOOD T, U• W & X WALL MOUNTINGS(TOP/BOTTOM)OR FLOOR/CEIUNG: CONCRETE&WOOD INSTALLATIONS As.O asu� A&Dpaw -ANSI tAAONS AS.p°DCD6ICx INSTALLATICONCRONS GIVEN A POSITIVE A.S.D.OL-SIGN PRESSURE RATING, PRE.^SURE WALL MOUNTING FLOOR/CEILING PREMRE WALL MOUNTING PDSV RERC RAPn MOUN71MG R+mle & RANNG FC0 R/CEIUNG MOUN ING DETERMINE MAXIMUM SPAN 'L+"FROM SCHEDULE. FLOOR/CEIUNG MOUNTING (P-t.) OR GIVEN A NEGATIVE&S.D.DESIGN PRESSURE RATING, h OR-) (+OR-) I.OR-) FLOOR ALL MOUNTING DETERMINE MAXIMUM SPAN 'L--FROM SCHEDULE. L+ (ft) L-GQ L+ (0) L-(9) L+ (ft) L-(R) L+ (4) L-10) 0 MAXIMUM SHUTTER SPAN -L+•OR "L-"FOR 30 OR LES 16'-D" M4� I6'-0" 16'-0' 30 16'-O' I6'-0" 30 16'-0' 16'-0' INSTALLATIONS INTO WOOD SHALL BE UMDED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 35 14"-t0" 15'-Z' 16,-G' 35 14'-10' 14'-10" 35 75'-2" 16'-10" 105 psf.A.S.D. DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN "L+"AND 'L-'. 40 13'-10" 14'^2" 15'-2" 40 13'-10• 13'-10" 40 14'-2' 15'-2" (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 i3'-i" S3'-A' t4'-3' 45 13'-7" 13'-7" 45 13'-4- i4'-3" �' ttV CORNER CENTERMATE3 MAY BE USLT)AT ALLCOMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5" 12'-8' 13'-7' 50 12'-5' 12'-5" 50 12'-3" 13'-1" MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/FLOOR/CQUNG MOUNTINGS: 55 11'-10" 12'�-t' 12'-11' 55 11'-»70' 11'-tq' 55 11'-1' i t-11SHALL BE AS INDICATED ON MANDATORY CONDITION 12FOR A CNET7 POSi7NE AS.D.DESIGN PRESSURE 60 11'-4' I1'-T 12'-4" 60 11'-4' 11'-4' 0'-2" 10'-11NOTE ff5,SHEET 5. RATING: 65 iq'--T O' tt'-t' 17'-tY 65 iq' 65 9-5' 70'-1" DETERMINE70 10'-6' 10'-9' 11'-5' 70 10'-6' 10'-6" 70 1 8-9' 1 9-4' --- Lt+=MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 4. t2+'=MAX.SPAN FOR FLOOR/CEIUNG MOUNTING 75 '-10" K -7' 10'-4" TT'-t' 75 10'-Y 10'-1" 75 8'-9` I EXCEPT THAT MAXIMUM SHUTTER SPAN-L+-OR INSTALLATIONS. 9'-10" 10' - 80 9'-70' 9'-10' "L-'AND MAXIMUM A.S.D.DESING PRESSURE RATING FOR FOR A GIVEN NEGATIVE AS.A DESIGN PRESSURE 85 9'-6' 6' 9'-9' 10'- 85 9'-6' 9'-6' INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK RATING: O 9'-3' 3• -5" -t' 90 9'-3' 9'-3" SFW1 BE LIMITED AS FOLLOWS: 95 9'-O' 8'-9' 9'-2' 9'-10' 95 g'_q- 8`-9• 1-- CONNECTIONS TO KEYSTONE MOUNTING L%--MAX. 100 4'-9" 8"-4" 9'-0' 9'-7' 100 8'-9" W-4• LIMITED TO +64,-72 P.s.f. AND 8'-0" SPAN, SEE L,--MAX'SPAN FOR WALL MOUNTING INSTALLATIONS. MOUNTING MON SHEET 7. Lz-=MAX.SPAN FOR FLOOR/CEIUNG MOUNTING 105 8'-T T-11' 8'-9' 9'-a" 105 8'-7" T-i t" INSTAt}AiTONS. 110 8'-4^ 7'-7" 8'-7" 9'-2' 110 8'-4' 7-7" FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL To THE „5 W-2' ''-3 8'-4' 6'-11' 115 8'_2' 7'-3 SEPARATION TQ GLASS SCHEDULE MINIMUM BETWEEN 'L1+',"L2+", 'Ll-"AND 'L2-" 120 W-O' 6'-11- 8'-2- 8"-9' 120 W-0- 6•-1i' 125 7'-10' 6'-8' 6'-0" 8'-5" 125 7'-10" 6'-8' (4)GO TO ANCHOR SCHEDULE WTTTi FINAL MAXIMUM 130 7'-8' 6'-5' 7'-10' 8'-1" 130 7*-8' 6'-5' ^'— ALLOWABLE SPAN AND NEGATIVE A-S.D. DESIGN MINIMUM PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7'-7' 6'-2' 7'-9' 7'-9" 135 7'-7' 6`-2' WIND ZONE SPACING. 140 7,-5- s-11' 7'-7" 7'-6' 14D 7-5" 5'-t,' ASTM E-1996 SEPARATION 145 7'-J" 5'-9• 7'-5" 7'-3- 145 7'-3' 5'-9• TO GLASS 190 7'-2' S'-T 7'-4' 7'-0- 150 7'-2' 5'-7' 755 7'-0" 5'-5' 7'-2- 6'-9" 155 7'-0' 5'-5" .( THRU 3 160 6'-11' 5"-2' 7--1 6'-7" 160 6'-11' 5'-2' 165 6'-10' 5'-1' 7--0' 6'-4' 165 6'-10" 5'-1• 170 6'-9- 4'-11' 16 '-2' 170 6'-9• 4'-11' 6' 6-7" 175 -7' 4'-9' S'-9' 6'-0". 175 5-7' 4'-9 �! J H V BLADE 180 6'-6' 4'-B' 6--8- S'-10' 180 6'-6• 4`-e" t85 6'-5' 4'-6' 6'-7" 5'-8' 185 6'-5' 4'-6' 190 6'-4' 4'-5- 6'-6' 5'-6' 190 6'-4' 4'-5' 195 6'-3' 4'-3" 6'-5" 5'-5• 195 4'-3" 20D 6'-2' 4'-2• 6'-4' S'-3" 200 6''2' 4'-2' 205 6'-1' 4'-1" W-3^ 5'-i zos 6'-i' 4'-T' FLORIDA BUILDING CODE(Hon High Velocity HurfiOOne Zone 0 2015 FISTERN METAL SUPPLY,LNC. ,,,.R,�tHiTf�Cf ��! /� BERTHA HVTM li. E C ■�. ■ ■ ■A■ Accordion Shutter System FLY.RADE#1 W/OR W/O RV. WINDOW MADE TILLIT TESTING & ENGINEERING COMPANYAmerlGan Shutter Systems -N OE CRUMOx DATE DRAWN 8Y_Mapy-L.o. L n OM N.W.361h.$L•$te.W3.VIRGINIA UWDe5,nmRvA 3Ji6 Association, Inc. 1 OLD 11-192 a/13/15 DATe a/13/is a Phone:(305)671-153-Fox:(30)871-1531 4268 Westroods Drive z ' " o-matt 6RerorD°aL.rom DRAWING No FCORtOP 'C� E8-OW6719 West Palm Beach, FL 33407 s Q �1 �� WALTER A "UR Jr.P.E. 4 S—O8S O tt`S 1 Ar RE/DATE FLORIDA Lt.0 44167 5 SH 1 SHEET OF 20 6 :2141 rr; 1 •; 11 . -; :../�. •:: '..1 . • JIB N' .: .� :al •: •� :al :.. 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O ., � m®OomOmO mmmmmmmm ==mum =MMMM MMMUMMMEAMMM MMENoo nmoo mmmmmO m®m0mmmm m®mommmm ®Ommmmm�OOmmom000 Hn©omo � • � mmoOmmmm m®mmmmmO mmomOOOO�immommoo�imoOOmOm On®mmOOO Mmmmmmmoom®omommmm®omomoommmmmmmomommmmmoon000000 • I • movvvooammv0000mmm0000vmmom0000m�®000vmmom©00000 m®oomomommoommmmmmommmmm�v000000�nommommmn©oommo M �m00000aom000vovom0000000®00000voom000000mm0000moo mOOOmmOO mmmmmmmm mmmmmmmommmomm mmmmm000 OD®®©moo mmoommmom000mmmmm000mmmmmmomommommmmoommom©ooeeo mmmomommmmoommommommommmommmmmmor�momoomoo®m00000 mmom000mmm0000mommmomoommmmmmmmo�mmmmomomnnnmo©mm m0000vvo mv000000m000000o mom0000m m0000000no®em000 C;, ; O a• MAXIMUM ANCHOR* SPACING (in) SGHEDUL FOR A GRA MAX. SHLEEER SPAN SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES ASD DESIGN NEGAM PRESSURE RATING AND A CORRESPONDING MOUNTING 11PE FOR CONCRETE OR CONCRETE BLOCK INSST 1A`I ATIONS (SEE MOUNTINGS E 0.&H ON SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED NNCREIfJODNpE7E BLOM POURED CONCRETE (A) TO EXISTING POURED CONCRETE(Min.f'c-3 ksi) MAXIMUM WALL SILL MOUNTING ©CEILING MOUNTING (FLOOR MOUNTING - 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDER(Min.1'c=3 ksi) QE SPAN ANCHORS SPACING LEGEND - 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS.AS DISTRIBUTED BY ALL POINTS SCREW BOLT&SPECIAL7Y COMPANY.(Min.rc=3 ksi) (R) kso.UFSGH NEWK PRUSLIE RATING(Ds0A.S.D.DESIGN NMWE PTd•SRE IN11N0(pe) A DESIGN t0iL11M:PIDWM RATING(psi - 1/4.0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Min. rc=2 ksi) 30 40 60 75 90 720 160 205 30 40 60 75 120 160 205 30 40 60 75 90 120 160 205 TAPCON OR _ 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS.INC.,AND DISTRIBUTED BY ALL POINTS SCREW BOLT&SPECIALTY TAPCON WITH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC. 14 12 10 9 8 B 1 6 15.5 14 112 1D 9 B 1 6 6 14 12 110 1 9 8 8 6 6 THREADFORM TECHNOLOGY 3'-0' 14 12 10 9 8 B 6 6 16 12 10 9 8 6 6 6 14 12 10 9 B B 6 6 (Min.V.=3 ksi) ALL POINTS SOLID-SET OR LESS 14 12 10 9 8 8 6 6 14 12 f0 9 8 1 8 6 6 14 12 10 9 B 8 6 5 BLUE T/1P'W/CAP NOTES: 14 12 10 9 8 8 6 7 14 12 10 9 8 8 6 6 14 12 10 9 8 6 6 6 A7) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 14 12 10 9 B 7 55 35 14 12 10. 9 8 B 6 6 14 12 t0 9 0 8 6 5 TAPPER+ ANCHORS IS 1 3/4'.AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. 14 12 10 9 B 8 6 6 14 12 70 9 8 0 6 6 14 12 10 9 B B 6 55 14 12 to 9 8 8 6 4 14 12 10 9 8 8 6 45 14 12 10 9 8 6 4 35 A2) MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOUD-SET ANCHORS SHALT.BE�7/8'INTO THE POURED CONCRETE.NO EMBEDMENT 14 12 to 9 8 B 6 4.5 14 12 10 9 8 8 6 55 14 12 10 9 8 8 6 4b INTO STUCCO SHALL BE PERMITTED. 1/4.0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST,AND •SEE Uu AONNS OF USE FOR 74 12 10 a 7s 5.5 3.5 - la 72 10 s B e 6 5 4a 12 to 9 B 7 55 4 9lADE ON SHEEP 19 1'MINIMUM FOR WALLS WTRT NO STUCCO. 5'-0 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 55 14 12 10 9 8 8 6 45 14 12 10 9 8 7 4 - 14 12 10 9 8 65 5 3.5 to 12 f0 B 6.5 5 35 3 A3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS. PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 12 10 9 8 7.514.51- 14 12 10 9 e e 6 4.5 14 12 IO 9 B 6 4.5 .75 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SWILL BE AS INDICATED ON 14 12 95 7S 65 4.5 - I-114 112 110 9 8 7s 55 4 14 72 10 9 B B 4S 3S NOTES A1)&A2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 14 12 f0 9 8 8 8 - 14 12 10 9 8 8 6 5 14 12 10 9 e 85 •5 JS INSTALLATION INTO EFS WITH METAL STUDS SEE SHEET 20. 6'-0 14 12 10 9 7b SS 3 - 14 12 1 8.5 7 SS 4 3 14 12 B 6.5 74 12 10 9 B 6 - - 14 12 10 9 8 65 5 75 14 12 10 85 8 5 4 - (B) TO EXISTING CONCRETE BLOCK(ASTM C-90) 14 12 B 6.5 8 3 - - 14 12 10 9 8 6.5 4.513.5 14 12 10 e 7 5 3.5 3 - 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS.AS MANUFACTURED BY I.T_W.BULDEX. 14 12 8 . B e - - 14 12 10 9 8 7 5 4 14 12 10 B 7S 55 4 3 - 1/4'0 x•3/4'ALL POINTS SOUR-SET ANCHORS.AS DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY COMPANY. 7'-0• - 1/4.0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC. 14 12 10 8 6s 4 - - 14 12 9 75 6 14.5 3.5 - 14 110.5 7 &5 45 3.5 - - _ 1/4-0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW BOLT&SPECIALTY 14 12 10 B.5 7 4 - - 14 12 10 9 7.516.5 4 1- 14 112 1 9 1 7 7.5 45 - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC. 14 11 1 7 5.5 4.5 - - 14 12 10 9 7.515.5 4 1- 14 112 9 1 7 6 14.51 3 14 12 110 0 8 &S - - 14 12 10 9 e 1 6 4 - 14 112 10 1 a 16.5 5 JS - NOTES: 1412 85 7 5.5 3 - - 14 12 8 65 55 4 3 - 25 BS 6 5 4 3 - - B.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON 14 12 95 75 8 14 12 9.5 eGAI 5 - 14 12 B 1 6 16.5 4 - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1 13 95 16.5 5 35 - - - 14 12 10 8 CCVI5 - - 14 12 8 6.5 5 4 545 - 14 12 10 9 8 - - - 14 12 10 9 . - - 14 12 8.5 7 55 4 - - 0.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 11.5 75 6 4 - t'4 71 7 55 5 3.5 - - 11 8 5.514S 3.5 - - - EMBEOMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-2D S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 12 B 65 4.5 - - t412 BS 7 5.5 4 - 14 TOS 7 55 6 4.5 - - EXIST,AND 1'MINIMUM FOR WALLS WIR1 NO STUCCO. 11.5 85 5Zi 4 1- - - - 1412 9 7 6, 45 - - 14 17 7 5.5 45 35 E - - 10'-O' 14 12 10 9 7S - - - 74 12 10 e'66. 5 - - 14 12 8 5 4 - - B.3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 los 7 5 35 - - - 13 95 6.5 5 4 3 - - 10 75 5 4 3 - - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 11 75 5.5 - - - - 14 11.5 9, 6 5 4 - - 2S eS 6 5 4 4 - NOTES B.1)&B.2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. 0.5 8 5 - 74 12 8 85 55 4 - 13 to 6.5 5 4 3 - - FOR INSTALLATION INTO EFS WITH METAL.STUDS SEE SHEET 20. 11•-O' 14 12 10 - - - - - 14 12 9 7 6 4.5 - - 14 105 7 55 4.513.5 - - (C) ANCHORS SWILL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPEaFicARONS OF THE ANCHOR'S MANUFACTURER 125 95 5 - 12 9 8 45 4 3 9 7 45 35 3 - - - 14 10 7 - - - - - 14 105 7 5.5 45 - - - 11.5 8.5 5.5 4.5 .75 - - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 95 7 4.5 - - - - - f4 115 7.5 6 5 - - - 12 9 B 4.5 4 - - - EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS- 12'-0' 14 12 10 - - - - - 14 12 B 65 5.5 - - - 13 10 65 5 4 - - - 115 8.5 4.5 - 11 8 5.5 4 3.5 - 8 6 4 3 - - - - MAXIMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATED BELOW.FOR E D.LESS THAN THE INDICATED.REDUCE ANCHOR SPACING 13.5 95 6 - - - - - 13 L5 ESS 5 4 - - - 0.5 8 5 4 - - - - BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 BS - - 14 105 7 55 4.5 - - 11 BS 5.514.5 35 - - - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE 14 12 - - 14 its 7.5 6 5 - _ - 12 9 s 45 4 _ _ _ FACTOR 0.5 B - - - - - - 10 75 5 4 3 - - 75 5s 4 3 - ACTUAL TAPCON WITH ADVANCED TAPPER.+ 25 Bs - - - - - - t2 9 s 45 4 - - - aS 7 5 4 - - - - EDGE TAPCON ALL POINT SOLID SET BLUE TAP W/CAP 8 . - - - - - - 13 9.516.5 s - - - - .5 7s 5 4 - - - - HV BLADE OR DICTANCE THREADFORM TECHNOLOGY MIN.SPACING 8 6 - - - - - - t4 1 5 7 5S - - - - 11 85 5.5 45 - - - - ED. MIN.SPACING=3' MIN.SPACING a 3' MIN.SPACING-3 1/2' MIN.SPACING =3' 3 3/4' 4' 14'-0' Cl)HV BLADE W POURED CONCRETE& pOLM WaIETE CD CRETE HDC( POURED CONCRETE& POURED CONCRETE&pOUED�E CONCRETE BLOC( 10 73 - - - - - - 9 7 4S JS - - - - 7 5 3b 3 - - - - CONCRETE BLOCK CONCRETE BLOCK CONCRETE BLOCK 11 B 5.5 45 - - - - 9 65 45 - - - - - HV WINDOW L@L EA=3' MN.EDL-3 1/Y LOL M-21/2' MN EA-3 1 14N EA-3' MN ED-3 1/Y MN E8.2 1/Y 7.5 - - - - - - - 12 9 6 - - - - - 95 7 45 - - - 3- 1.0 090 1.0 0.78 1.D 0.84 1.0 15'-0. 14 _ _ _ _ - -K.5 - - - - - 0.s e 5 - - - - - BLADE WORKING z 1/2' - 0.81 1.D - - 0.67 1.a 9 _ - - - - - 6s 5 3 - - - - - IN UNISON A _ - - - to - - 95 s a - - - - - z 0.71 os17 - - .5 - - - - 9ESS451 3/4' - 0910.4316•-D' 14 - 6 - - - - 10 7.5 5 - - - - 1 1/2' 0.35 8 _ 4 - - 6 45 3 - 0.3595 - - - B 6 4 - - - - - FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone 0�A:TIL J,,�� O 2015 EASTERN METAL SUPPLY.INC. sQ '• cENSF' BERTHA HVTM A Accordion Shutter System - /rT1 E C ® �N�. . Il. FM aADE ff, Wi OR W/O KV. N1NiXJN BADE American Shutter Systems !EV.W DUCRIPRDN DATE DRAWN BY: M.I_ cc TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 11-192 4/13/15 DATE: 4/13/15 STATE OF 6355 N.W.36th.SL,Ste.317.VW6INIA GARDENS.t1ARIM 3716 Phone:(305)871-1530.Fox:(305)871-1531 4268 Westroads Drive 2 DRAWING No �'. p •.., OR �� e- .R:UK- ..I-. West Palm Beach, FL 33407 3 ` WALTER AOnLirlJ,P.E. 4 cJ-OBrJ P.E�YYgMtk_'f31��lATURE/DATE FORIw u�. 7 4a1s7 6 SHEET OF 20 mAxi'UM ANCHOR* SPACING on.) SCHEDULE FOR A GIVEN MAx SHLrrER SPAN, e c n DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONGREIE BLOCK INS?AUATIONS (SEE MOUNTINGS 1,J.K&L ON SHEET 7) POURED CONCRETE POURED.CONCR CONCRETE.BTDCK ANCHORS SPACING LEGEND 1 ALIO OVER& 11 TRENCH Oj RAINGUARD MOUNnNG (g WALL/FLOOR MOUNTING (g)WALL/WALK OVER MOUNTING 14SPADM TAPCON OR SPAN ASD•DESIGI 1E6AIDVE PIORM D.06701 NEGATIVE R118IG(y ASD.0E9671 11EGMK PBESSM MTM(pat .DESICH t1ETA1ME PRESRVE RUING TAPCON WITH ADVANCED (R) Jo ao so 7s so 1120 1160 z95 30 40 60 7s s tzo Iso los 30 40 so 75 so 1201160 los 3o ao so 75 so tzo Iso los 7HREADFORM TECHNOLOGY 14 12 10 9 8 e 6 6 12 12 12 12 15 B5 6.5 7 7 7 7 7 7 7 5.5 5 5 5 5 5 5 5 5 ALL POINTS SODD-SEr 3'-0" 14 12 10 9 8 -e 6 s 12 t2 12 12 12 12 9S 7 7 7 7 7 7 7 7 7 s 5 5 s 5 5 5 s BLUE TAP R LESS 14 12 10 9 0 B 6 6 12 12 12 12 05 8 6 45 7 7 7 7 7 7 7 65 5 5 5 5 5 5 5 5 14 12 10 9 B 8 6 6 12 42 12 12 12 10 75 6 7 7 7 7 7 7 7 7 s 5 5 5 5 5 5 5 TAPPER+ 14 12 10 9 8 8 6 6 12 12 1Z 12 1.5 B5 6S 5 7 7 7 7 7 7 55 4 5 5 5 5 5 5 5 4 4'-0" 14 12 10 9 B 8 6 6 12 12 12 12 12 9.5 7 5.5 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 14 12 10 9 8 B 6 6 12 12 12 9S 8 6 45 3.5 7 7 7 7 7 7 6.5 5 5 5 5 5 5 5 5 5 14 12 10 9 8 B 6 6 12 12 12 12 10 7.5 SS : 7 7 7 7 7 7 7 SS 5 5 5 5 5 5 5 5 14 12 10 9 B B 6 6 12 12 12 11 9 7 5 4 7 7 7 7 7 55 4 3 5 5 5 5 5 5 4 3 5'-O" 14 12 10 9 8 8 6 6 12 12 12 12 10 75 5.5 4 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 -5- 4 12 l0 9 B 8 6 6 12 12 9.5 7S 6 4.5 3.5 - 7 7 7 7 7 7 5 3.5 5 5 5 5 5 5 5 4 * SEE ANCHOR 14. 12 10 9 B 8 6 6 12 12 12 9S 8 6 45 - 7 7 7 7 7 7 5.5 4 5 5 5 5 5 5 5 4 14 12 10 9 8 B 6 6 12 12 IS 9 7S 5.5 4 3 7 7 7 7 7 4.5 35 - 5 5 5 5 5 4.5 35 - SPECIFICATIONS 6'-0- 14 12 10 9 8 e 6 6 12 12 12 10 8 6 4.5 3S 7 7 7 7 7 7 7 7 5 5 5 5 5 5 s 5 ON SHEET 13 74 12 to 9 B 8 B 6 12 12 8 6 5 4 3 7 7 7 7 7 5S 4 5 5 5 5 5 5 4 3 14 12 10 0 B 8 6 6 12 12 I0 8 65 5 .75 - 7 7 7 7 7 6 AS - 5 5 5 5 '5 5 4S - 74 12 10 8 0 8 8 B 12 12 10 8 O.Q 5 35 - 7 7 7 65 5.5 4 5 5 S 5 5 4 3 - 7'-0" 14 12 10 9 B 8 8 6 12 12 12 8.5 7 5 4 J 7 7 7 7 7 7 7 8 5 5 5 5 5 5 5 5 14 12 10 9 0 8 8 6 12 76 6S 5 4.5 3 - - 7 7 ] 7 6.5 5. 3 - 5 5 5 5 5 5 JS 3 14 12 10 9 8 8 6 6 12 12 85 7 55 4 - 7 7 7 7 T 5 - 5 5 5 5 5 5 4 - 0 VALID ONLY FOR UP TO +70, -75 14 12 10 9 8 8 6 - 12 12 8.5 7 55 4 3 7 7 7 55 4.5 3 5 5 5 s 45 3.5 - PSF A.S.D DESIGN PRESSURE B.-O" 14 12 10 9 8 8 6 12 a o5 75 s 4s ss - 7 7 7 7 7 7 7 { s s s' s s s s s RATING & FOR SPANS PER 14 12 10 9 8 8 6 - I2 9 6 4S 4 3 - - 7 7 7 7 5.5 4 - - 5 5 5 5 5 4 J - SCHEDULE #.3, SHEET 11 14 12 10 9 8 8 6 12 11 7S 6 .75 - 7 7 7 7.5 6 45 - 5 5 5 5 5 4.5 - 14 12 10 9 8 8 - 12 1S 7.5 8 5 3S - 7 7 6.5 5 S - 5 5 5 5 4 3 - - 9,-0 14 12 10 9 8 8 - - 12 12 9.5 6.5 5 4 3 - 7 7 7 7 7 7 6 3 5 5 5 5 0 5 5 5 14 12 10 9 8 8 - OS B 5 4 35 - 7 7 7 6 5 35 - 5 5 5 5 5 4 3 - 14 12 10 9 8 B 12 10 6.5 5 45 - 7 7 7 65 5.0 - 5 5 5 5 5 4 L4 12 10 9 8 8 - 12 OS 7 S.5 45 35 - 7 7 5.5 4S JS - S 5 5 45 3S t0'-0:14 12 10 9 B 8 - - 12 11 8.8 6 5 3S - - 7 7 7 7 7 7 4S - 5 5 5 5 5 5 5 45 14 12 10 9 8 8 - 9.5 7 4:5 3.5 3 7 7 7 5.5 4-5 - 5 5 - 14 12 10 9 8 B 12 9 6 5 4 7 7 7 6 5 5 5 5 4.5 5 - - 14 12 10 9 8 B 12 95 6 5 4 3 7 7 5 4 3 5 5 5 4 3.5 - 11'-0"14 12 10 9 8 B - - 12 10 7 SS 4S 3.5 - - 7 7 7 7 7 7 3.5 - 5 5 5 5 5 5 5 1 //��\ 14 12 10 9 6 8 - - 8S 65 4 4 3 - - 7 7 6 5 4 - - 5 5 5 5 4 3 - ` I / H V BLADE ONLY 14 12 10 9 8 8 - - 11 8 5.5 4 - - - - 7 7 7 SS 4S - - - 5 5 5 5 4.5 - - - 14 12 70 9 8 15 BS 5.5 4.5 3S - 7 7 4.5 3S - 5 5 4.5 35 3 - - - 12'-0"14 12 10 9 8 - - - 12 9.5 6.5 5 4 3 - - 7 7 7 7 7 6 3 - 5 5 5 5 5 5 4S 35 14 12 10 9 B 6 6 4 3 7 7 5S 4S 35 - 5 5 5 4S 4 3 14 12 10 9 B 10 7S 5 4 7 7 6 5 5 5 5 5 4 - - - 1,4 12 10 B 8 0.5 8 5 4 JS - 7 6.5 45 15 - - - 5 5 45 3S S - - - 13'-0"14 12 10 9 8 - - - 15 9.5 6 4.5 3S 3 - - 7 7 7 7 7 4.5 - - 5 5 5 5 5 5 4.5 3.5 14 12 10 9 8 7 55 3-513 7 7 5 4 3 5 5 5 4 3 14 12 10 9 B 9 7 4.513.75 - 7 7 55 45 - 5 5 5 4S 4 - - - 14 12 10 9 10 7S 5 4 3 7 6 { 3 5 5 4 - 14'-0 14 12 10 9 - - - - OS 8 5.5 4 3S - - - 7 7 7 7 7 4 - - 5 5 5 5 5 5 4 3 14 12 10 1 9 - 65 1 S 1 3 7 7 5 35 - 5 5 5 4 - - - - 14 12 10 91=_ - - - 8S 55 1 4 7 7 5 4 5 5 5 4 - 14 12 10 - 9 174...55 3S 3 7 5.5 35 - 5, 5 35 3 15'-O"14 12 10 - - - - - 104 3 - - - 7 77k71 -1.S - - 5 555514 12 106 7 7 4.5 5 54S 3.514 72 10 8 7 7 55 S 5 4 14 12 10 - - 05 15 - 7 5.5 3.5 5 5 3S -16'-0-141210 - - - - - 95J.5 3 - - - 7 7 7 - - 5 5 5 5514 12 lO - - - - - 8 - - - - - 7 6.5 4 - - 5 5 4 75 - - - - - 7 7 4.5 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone `111 /I]7j7 O 2015 EASTERN METAL SUPPLY,INC. `,�P��ER A. /14BERTHA HVTM cL E C® Accordion Shutter System ' a c. ■ ■ ■ ■ H.V.BLADE#1 W/OR w/0 KV.NINDOW BLADE �7 American Shutter Systems EV.N DESCRIPTION DATE DRAWN BY: M.L. TILLIT TESTING & ENGINEERING COMPANY Association, Inc. t OLD 11-192 4/13/15 DATE: 4/13/15 STATE OF •, ` 6355 N.W.360.St.Ste.365,V.Fm (305).1-15A 3116 4268 WOstrOOdS Drive 2 TF• Phone (305)871-1530.Fax:(305)871-1531 DRAWING No ORIDP c� a-Can: 0006719 am West Palm Beach, FL 33407 3 15_085 moi,1i1�•1'',•1�.....f-•'r�\ E8-0006719 E. 4 ''77i7'//OtYAI F�`1r`` FLOWALORIDAAu f LUT 44 5 SHEET 167 P.E. SEALf31(3NAi@la�/DATE 6 14 OF 20 MAXIMUM ASD DESIGN PRESSURE RATING (e.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN. NEGATIVE A.S.D. DESIGN PRESSURE RATING AND CORRESPONDING MOUNTING TYPE. (SEE MOUNTINGS ON SHEETS 16&17). � u B �TI�ATE SOUTHERN PINE No. SPRUCE PINE SPRUCE PINE SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN. COX 2 W/MIN.G=0.55, FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD MIN. G-0.50 W/ W/ MIN. G=0.43 W1 MIN. G=0.36 MA%NUN -AN('U WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M, N. 0 & R FLOOR MOUNTINGS M. N, 0 & R FLOOR MOUNTINGS M. N, 0 & R FLOOR MOUNTINGS WALL MOUNTINGS B.O.WALL moumnNGS B.O.WALL MOUNTINGS B.O.WALL MOUNTINGS W & X W & X W & X P &'Q S&V S&V S&V ua Mw IIMM MINK NX M DSOI NWM FIMK NX K .OW WAK R®M WK(w9 Dsot ISM HULK MRD M M MD K RERUE W`C 14 6Es0N WWW K=K MVD M D.Dw NMD'K 1'fQ19.li w x(A D=OWE PRWN PAD6 M D.M KWE RWK RM W)[12 01 Kok R✓®Id MN:w 30 40 60 75 90 05 30 40 60 75 90 05130 40 60175 90 05 30 40 60 75 90 05 30 40 60 75 90 05 20-40 60 75 90 05 30 40 60 75 90 05 30 40 60 75 90 IDS 30 40 60 75 90 .540 60 75 90 05 '-0'OR LL 12 10 10 9 8 8 6 6 6 6 6 6 12 70 10 9 8 8 6 6 6 6 6 fi 12 10 10 9 8 8 6 6 6 6 6 6 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 2 12 12 12 12 4'-0' 12 10 10 9 8 8 6 6 6 6 6 6 12 10 1019 8 8 6 6 6 6 6 6 12 10 10 9' 8 8 6 6 6 6 6 6 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 2 12 12 12 12 5'-0• 12 10 10 9 8 8 6 6 6 6 5 5.5 12 10 1019 8 8 6 6 6 6 6 5 12. 10 10 9 8 7 6 6 6 5 6 5 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 2 12 12 12 0.5 6•-0" 12 10 f0 9 6 6.5 6 6 6 6 5.5 4S 12 10 70 9 0 5 6 6 6 .5 5 4.5 12 10 10 9 6 3.5 6 S fi 6 5 M1.5 6 5 4 4 3.5 - 12 12 12 12 12 12 12 12 72 12 12 12 12 12 12 10 8.5 7'-0' 12 10 10 9 6.5 4 6 6 6 .5 4.5 4 12 10 10 9 5 3 6 6 6 5 4 .5 12 10 10 7 3.5 - 6 6 6 S 4 3.5 6 5 4 4 - - 12 12 12 12 12 12 72 12 12 12 12 10. 2 12 0.5 8S 7S8'-0' 12 10 10 7.5 4.5 3 6 6 6 5 4 3.5 12 10 10 6 3.5 - 6 6 5 .5 3S 3 12 10 10 4 - 6 6 5 .5 3.5 3 6 5 4 - - - 12 12 12 12 12 12 12 12 12 12 11 9.512 1.5 9 7.5 ESS9'-0' 12 10 f0 5 3.5 - 6 6 5.5 .5 3.5 3 12 10 9 4 6 6 4.5 4 3 3 12 10 4 3 - - 6 6 4.5 4 3 3 6 5 3.5- - - 12 12 12 12 12 10. 12 12 12 1. 9.5 8.512 10 8 G.5 5.512 10 7.5,4 - 6 6 5 4 3 - 12 10 6 3 - 6 6 4 .5 3 - 12 10 3 - - - 6 6 4 .5 3 - 6 5 - - - - 12 12 12 12 11.59.512 12 1210. 8.5 7.512 9 7 6 510 5.5 - 6 6 4.5- - 12 10 4.5- 6 5.5 3.5- - - 12 10 - - - 6 5.5 4 - - - 6 5 - - - - 12 12 12 12 10 B.5 12 12 12 9.5 8 7 2 8 6.5 5.5 4.510 45 - - 6 6 4 - - - 12 10 5 3S- - - 12 10 - - - - fi 5 3.5- 121.55 410 - - 6 6 - - 12 10 - - - - 6 4,5 - - - - 12 7.5 - - - - 6 4.50.54.5 410 - 6 5.5 - - - 12 7 .5 4.5 - - - 12 7 - - - - .5 4.5 .5- - - 6 - 12 - - - - - 5 - - - - - 12 - - - - - 59- - - 6 - - - - - - - .5 4 HV BLADE OR n HV BLADE Wj G1q HV WINDOW BLADE WORKING IN UNISON® ♦SEE U Ali0N5 OF USE FOO DUDE IA ON SHEEr 19 + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL.FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No.2 W/G=0.55(N.DS) - 1/4"0 TAPCON ANCHORS,AS MANUFACTURED BY LT.W.BUILDEX W/MINIMUM 13JBOMENT AS INDICATED AT -DOUGt S FIR W/G-0.50(N.DS.) EACH SECTION ON SHEETS 16&17. -SPRUCE PINE FlR NORTH W/6-0.43(ND.S.) D(CEPIION:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/G-0.36(NO.S.) -MIN.1/2"COI PLYWOOD(1986 APA) 2.ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U.SHEET 17 AND SHALL CONSIST OF LAG SCREWS AS PER NDS 2012 SPECIFICATIONS. 4.ANCHORS SHALL.BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER, FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone O 2015 EASTERN METAL SUPPLY,INC. BERTHA HVTM �� A� Accordion Shutter System c+`+ / r�, E�. ® I N c. FIV.BLADE#t W/OR W/o H v. H1PDUv BLADE Qom'$ American Shutter Systems REV.No DESCRIPTION DATE DRAWN BY: LLL iz�� TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 11-192 4/13/15 Dale x/13/75 Q 4167 ' 6315 N.W.3618 5L,5b.305.WMMIN GULDENS,FLORM 3316 Phone:(305)871-1530.Fax:(30.5)871-1531 4268 Westroods Drive 2 DRAWING No -mail:tilt...0-1- West Palm Beach, FL 33407 3 EB-0006719 15-085 * STATE OF :uA 2 WALTER A TIL TT J,P.E o'• FLORIDA U..g 44167 5 SHEET f�:�9 FAARkA 6 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & IIIA _HV:+ BLADES AS APPLICABLE MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE ffl ONLY SHALL WALL FlNISH BE LIMITED TO 105.0 Rsf. A.S.D. DESIGN PRESSURE RATING SEE SHEET 19 FOR MAX SPAN & 1/4.0 TAPCON OR .S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE 1 & A WORKING IN UNISON TAPCON WITH ADVANCED THREADFORM TECHNOLOGY 1/4.0 TAPCON OR W/ 11/2'Min.PENETRATION TAPCON WITH ADVANCED THREADFORM TECHNOLOGY OF THREADED AREA 70 W/1 1/2"Min. PENETRATION OF THREADED AREA TO EXISTING , MN.SEPARATION I t I t OR EXISTING WOOD HEADER. WOOD HEADER.(SEE SCHEDULE ON SHEET 15) , TO oUSS(SEE I (SEE SCHEDULE ON SHEEP 15) 1/4'0-2Dx3/4"SS. MACHINE SCHEDULE ON SHEET i �/7�/ym� SCREWS W/1/4"-20 NUTS F—tt FOR BLADE mAtm . t OR(qA � t 6 ® 1z'o.c. 1 ON SFEET 19 FOR 1'Min. EXISTING I BLADES O&(9? I E E GLASS—fl I I WALL I I n l I ORT 5 N FINISH IT OPTIONAL . r: WOR ALL l - EXISTING MIN. I Li Li _ 1 2'x4'WO 1) I t DR O I EXISTING MIN. I - I HEADER REQUIRED ® I HEADER REQUIRED 1/'4"0 TAPCON OR TAPCON WITH ADVANCED TECHNOLOGYTHREADFORM EXISTING 1 MN.SEPARATION 1 1 I t Min. PENETRATIONOF THREADED AREA TO GLASS—j TO CLASS(SEE I 9 MIN.SEPARAnON TO CLASS I I EXISTING WOOD HEADER. �—tit OR BLADE mMID I IXISHNG 6'--(SEE SCHEDULE ON SHEET 11) (SEE SCHEDULE ON SHEET 15) I LP7 SHEET 19 FOR GLASS--] I 2k4"CONI.SILL I DAM O&a I PLATE REO'D. SHV WALL HEADER INSTALLATION OO V WA L SILL INSTAL 0 MOHV WALL HEADER INSTALLATION 1 I I I t I L1�� SFPDULE ON GLASS I r EXISTING MIN.SEPARATION TO GLASS ) (SEE SCHEDULE ON SHEET 11) GLASS—)I I I I t IXISnNG /e�—tSEE SCHEDULE ON SHEET 11) I t 1 2'.4 CONFA MIN.SEPARATION TO GLASS t I GLASSY " x EXGIASS-1 - WOOD PLATE (SEE SCHEDULE ON SHEET 11) I I 1 1 REO'D. x _ 1 1/4'0-2x3/4"S.S. MACHINED SCREWS ;T 1/4"0-ZOx3/4'S.S. I USING 1/4.-20 NUTS i I w�.;MACHINE SCREWS W/ I I �Y.ti.;.. ' v t ® 12'O.C. WALL I 1/a"-20 NUTS O 12' I O.C. 1 FINISH 1 OR® !c 1 oR t$ t OR 2'x4'CONT. I ; WOOD PLATE IL1'Min. REQ'D. N 1-Min. 1/4'0 TAPCON OR TAPCON WITH ADVANCED 1 _ OR I 1 THREADFORM TECHNOLOGY W/1 1/2" 2'z4' Min. PENETRATION OF THREADED AREA TO _ 1/4'0 TAPCON OR TAPCON WITH ADVANCED SILL PLATE DCUTING WOOD HEADER. THREADFORM TECHNOLOGY W/1/2' 1/4'0 TAPCON OR NOTE: REDO. (SEE SCHEDULE N SHEET 15) Min.PENETRATION OF THREADED AREA INTO PLYWOOD TAPCON WITH ADVANCED 1-SEE SHEET 4 FOR TYPICAL ' 1/2 MIN.CD� THREADFORM TECHNOLOGY SHUTTER ASSEMBLY. ^� WALL FlN194 (SEE SCHEDULE ON SHEET 15) EXISTING MIN.2"x4' PLYWOOD REO'0. W/ /,.f 2 Mm.PENETRATION OF 2-MOUNTING SECTIONS CAN BE STUDS 0 16'0.C.MAX. L FlNIS THREADED AREA INTO PLYWOOD COMBINED IN ANY WAY TO WALL 1/2'MIN.COX PLYWOOD REQ'D. REO'D.PLYWOOD TO BE (SEE SCHEDULE ON SHELF 15) Burr ANY INSTALLATION. ®HV WALL SILL INSTALLATION (STING MIN.2'x4'STUDS® 16'O.C.MAX.REO'D. ATTACHED TO STUDS IN PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH WITH SECTION 2308 OF THE F.B.C. SECTION 2308 OF THE Oq HV WALL SILL INSTALLATION ♦SFE LIMMADNS OF U OF ©HV WALL SILL INSTALLATION F.B.C. BLADE ON SHEET 1 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY, INC. 0�P�A�r![tilBERTHA HVTM !L E.0 O IMS. A„S.S,.A. Accordion Shutter System ��,,// //(( H.v. �.AOE#t w/OR w/o KV. NINDOW MADE T `�).A TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems w.N 'DESCRIPTION DATE DRAWN BY: M.L TF'; `✓I' *= 6355 N.W.3M.St.,Ste.305,VIRMIA GARDENS.FLOROA 331 Association, Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/15 Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive z DRAWING No o' e-mail:tilte O.W.— West Palm Beach, FL 33407 3 EB-006719 4 15-085 ,C`••, R .Y.�` WALTER A TILUT J,P.E �....U1w G FLORIDA Ue.H 44167 5 SHEET P.E'�A DATE 6 16 OF 20 not INSTALLATION DETAILS ON EXISTING. WOOD BUILDINGS FOR n HV & a HVA► BLADES (AS APPLICABLE) MAX SHUTTER SPAN L-h OR L— FOR INSTALLATIONS INTO WOOD WITH HV BEADE(!)ONLY SHALL BE LIMITED 0 105.0 sf. A.S.D. DESIGN PRESSURE RATING SEE SHEET 19 OR MAX WALL FINISHSHALL & DESIGN LOAD FOR INSTALLATION WITH BLADE 1 & A WORKING IN UNISON I� 1/4.0 TAPCON OR EO EO 2 MIN. 1 TAPCON WITH ADVANCED 4'x8'(Min.) EXISTING ( ) - THREADFORM TECHNOLOGY WOOD BEAM REQUIRED. EDGE IF APPLICABLE W/1 1/2'Min.PENETRATION 1 4"0-20x3 4'S.S. STRUCTURAL ADEQUACY OF THREADED AREA TO / / OF EXISTING WOOD BEAM EXISTING WOOD HEADER. 1' PHIWPS TRUSS HEAD TO BE CERTIFIED BY DOSRNC WOOD Min�I MACHINE SCREWS REGISTERED ENGINEER OR TRUSSES OR (SEE SCHEDULE ON SHEET 15) - I W/ 1/4--20 NUTS ARCHITECT PRIOR TO EO EO E E� I O 12"D.C. SHUTTER INSTALLATION. 1/2' 1/2� RAPIER O 24" t 9 O.C.REQUIRED 1 of 15 1/4'0 TAPCON OR EXISTING SOFFIT Y TAIRCON WITH ADVANCED I 3/4"Max.THK. iv ,257• THREADFORM TECHNOLOGY M W/ 1 1/2"Min.PENETRATION 14x3/4" E -EQ 1'x4'xl/B"CONT.ALUM.TUBE i I OF THREADED AREA TO EQ EQ S.M.S. (6063-T6 ALLOY)W/ I�GPTIONAL EXISTING WOOD HEADER. H 6'O.C. I (3)5/16'0 LAG SCREWS TO I t (SEE SCHEDULE ON SHEET 15) 1 or 13 or 15 I © O 11 or 1 or 15 EACH RAPIER OR TRU55. 4=`t"r•=,•"+' I LOCATE LAG SCREWS AT I MIDWIDTH OF EXISTING WOOD I EXISTING MIN 2'x4" 1 1 I MEMBER,(2"Min.NOMINAL EX STING HEADER REOWD OPEN HOLE AT FACT WIDTH) TI 2'Min. GLASS 0 MIN.SEPARATION TO GASS EXISTING I STUD 1b ACCEPT if PENETRATION OF THREADED ( (SEE SCHEDULE ON SHEET 11) GLASS 5/16'0 LAC SCREIY 4(1 MFA VALID FOR 1 I ' AT CENTER 0i TUBE. ll({{jllpj' I ^ I�,.A_S.D.NDESI N LOAD AND ,.x 4AVMIION EXISTING NN SEPAWTQR I r 9'-0'MAX. SPAN.THIS TO aASS(� I H GLASS To tRAs(6EE INSTALLATION IS ONLY VALID QS HV WALL HEADER INSTALLATION HPOEmFA9 I ISaXn LEwsEET I FOR WOOD W/MIN.SPECIFIC I ON 16 FOR OOR ® —I 11 FVR BDCEOAID GRAVITY OF 0.50 AS DOUGLAS I Sim 199 NOTES. fiK6 a)h® I aMADES0& 1 OR �♦ FIR OR SOUTHERN PINE No.2, 1-SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY OR EQUAL IN Am WAY TO SUIIT"ACAN NY IHSTALILAATIMOBN Eo OT HV CEILING INSTALLATION U. HV CEILING I STALLATION TO SEPNMMM 1 OR ®� MIN. I 1 I wmxE'0N s�tET I SEPARATION 1 1 SEE SCHEDULEOONSHEET 11) EXISTING I GLASS taR�"stEi ifity OF ' —.I TO GLASCHER 1 I 1 �( GLASS\ ' (SFE SCHEDULE EXISTING 1 ` t;tro60s� ION SHEET)1) GLASS—� 1 WALL LOCATION I I ��s-1 8 I I FINISH 3/e•wtL 1910x3/4"HEX 1 I I i 2"x6'MIN.WOOD 1 ©r 7O--r s/6 YIR SWASHER CREWS HEAD oc I CNODECKFlNE HUTTED Max.Mox. 13 OR 2'x6'MIN.WOOD ALLOWED) DECK REaUIR'_(NO O 19 FlNISH WED EDGE OF DECK 1 2' I' OF E EDGE,OF DECK O IF APPLICABLE — DECK A IF APPLICABLE � APPLICABLE � 1/40 TAPCON OR 1• PHILLIPS TRUSS HEAD 2 TRIM. — TAPCON WITH ADVANCED Min MAC INE SCREWS 1/4'0 TAPCON OR TAPCON WITH ADVANCED U2N THREADFORM TECHNOLOGY W/ 1/4'-20 NU15 THRFADFORM TECHNOLOGY W/1 1/2'Min. 2'MIN1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM 2-MIN. PENETRATION GF THREADED _ OF THREADED Min. TO OTRATION ® 12"O.C. TECHNOLOGY W/1 1/2'Min.PENETRATION OF THREADED AREA TO EXISTING W000 HEADER(SEE EXISTING WOOD HEADER. AREA TO EXISTING WOOD HEADER.(SEE SCHEDULE ON SHEET 15) SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) QX HV WALK—OVER INSTALLATION B A0EUI1RA0 SHFETUI9 -R W O HV FLOOR INSTALLATION OV HV WALL SILL INSTALLATION �H+H FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone A.•�./ i' ©2015 EASTERN METAL SUPPLY,INC. \CEN BERTHA HVTM sF' Accordion Shutter System ` c LL E C ® imc. ■ ■ ■ ■ KV.RADE#1 W/OR W/O PLV.WINDOW RADE * * American Shutter Systems TILLIT TESTING & ENGINEERING COMPANY Inc. Lv. DES11I-19 DATE DRAWN B4 M/ 6135 N.M.360.SL.Ste.JOS,VIRGPIM TARDEM.FLORIDA 3316 Association, c1 oW 11—Is2 4/13/15 DATE: 4/13/ls Phone:(305)871-1530.Fax:(30.5)871-1531 4268 WOStrOOdS Drive z DRAWING No ''%�FS •.• : a maD:meeaa®aal.oam West Palm Beach, FL 33407 303- 19 4 15-085 wALLTTER ALTIc 8ai,c. 5 SHEET P.E. SEAL79MAYURE/DATE 1 6 17 OF 20 END INSTALLATIONS (I) HVBLADE OR WINDOW BLADE INTO 2"x4 MIN. WOOD STUDS 2••4'MIN.WOOD SRHYS REWD. 77777 TIE.S� Z (AS APPOCABW 6 (AS APRI—E) V -ZI r TASTING GVSS 6PN5 E:`4T. --4 GLASSY' X -Z _XXI I AA MR SEFI� I/z, ilk m m (SEE a,SHEET SoHmaE C'H SHEET r ................... n 1/16.0• MR�(D-- 1/2- RR lv�0" CNSN�Ilm WnLL 1 11'2 FTN wDE in" �(D&Q) 1 TNR aJOE®AW EIH SHEET IS ALUM.0.05ER 'yWmD. iwEsM&& I SHEET IS FEATE. RHTSH AT MHO(LM7E UN \-JINI/2-S.M.S. 016 6 O.C. SIA& 4 Q'6 U.c. (2)111 TNNa 4 I OR SEE EIVAIL X 1 OR 90E CTITIN SEE VETAL x I OR ♦ TIT TRAms SEE THZTAA.�XZFOR SIM C� TH vo (9).0- SIDE T, 0 W17RAXS 0 ENE) CONNECTION DETAIL 09 END CONNECTION DETAIL END CONNECTION DETAIL(2) END CONNECTION DETAILspurs(1�) GINATER�2-W IXISONG 214'MIN. -=n 0 12,O.C. ♦ SEE UTr4 ONS OF USE FOR 42-MIN. SCHMMEVMT 4 BLADE OSHEET 19 MIN. 11 KIT V3 (D— 'DWixAss%1w So .f 5 EI-Esap I I . =1 SHEET— BLAEES zx 0 r t/ ((D!)0 R ♦ 4 R(DOR @ OR®0R(q0R(0 VIEW F-SH 9-(D-0- PLAN QUAIL END CONNECTION DETAIL (j) END CONNECTIONDETAILFLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) Q 2015 EASTERN METAL SUPPLY, INC. \T\\111111c-?�A Tl� BERTHA HVTM t'v Accordion Shutter System -T--Tq® 1 A.S.S.A. iL E KV.RADE#1 WOR W/o FLV.W1,10OW RADE American Shutter Systems Uv.W DisclaFtIoN DATE DRAWN fff. M.L. J • TILLIT TESTING & ENGINEERING COMPANY Tk_ Association, Inc. I OLD 11 92 DAM- 4/13/15 'g, npN.W.361h.SL.511.305.VRGM GARDENS.F`UDREA 3316( TATE OF (3o5)871-1531 4268 Westroads GrIve I DRAWING N. ne (305)871-153o.FaX '40R101" UIL—c-1— West Palm Beach, FL 33407 3 15-085 �CWI--. a'-o"'6719 4 WALTER&TILLIT Jr.P.E. 0FLORIDA U.If 44767 5 SHEET 1 P.E. %AM01EMT&E/DATE 6 18 OF 20 �pA�� ri S�>Y -BLADE Q&1.MAK AS.D.DESIGN PRESSURE RATING+110.- 110 P--f. 2.MAX.SHUTTER SPAN:96" 3.ALLOWED MOUNTINGS:A D.G&H ON SHEETS 6.7;AS WELL AS MOUNTINGS M.O.T.U&W ON SHEETS 166& 17. 44cSy Y Cm RMAT WR OR OPOTH POSING LAp. W CASE OF E ALLOWED OP{P NG �OR� 17Y0 >EMUST BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF MA TYR EA.END ♦ ♦ 5.(A)HV WINDOW BLADE 1@ SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS (3.0 HOLES)FOR®PPEERR BLADE AT SPACINGS SHOWN ON SHEET 4. MAX.5 WINDOWS o. • ♦ OF)mu'ANY CLEARANCE FOROM(4J4-TOP OR BE Po�M EDGE OF HV WINDOW BLADE 19 12'- ALLOWED LLOWED AT NV ' ' ' ' WINDOW BLADE® 1 (C)FIRST ORBLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV WINDOW BIADE 10 y (D)HV WINDOW BLADE tO MUST DE USED ALTIliALRE TO A SOLID FIV BLADE 1O THROUGHOUT SHUTTER'S WIDTH. ze ♦ I • • • I (E)C TES SIU31 ALWAYS BE INSTALLED ADJACENT TO A SOLID HV �� ♦ ♦ BLADE t AT EITHER SIDE OF THEM. (F)POLYCARBONATE HV WINDOW®SHALL BE INSTALLED SO nX TABS FACE SEE END Hj! THE INTERIOR OF THE OPENING BEING PROTECTED.W WINDOW I4V MUST BE CONNECTION _ ♦ / ONLY"STALLED AND LOCKED USING A HV SETTING IDOL PROVIDED B(ASS+. DETAILS ON SHEETS 10& 16 7TP. INC. FULL HEIGHT. D36>f. 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS IMO WOOD FRAME ( 1 $ a BUILDINGS ON SHEET 15.AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES iTyp ryp 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED- CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12& 13 AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES 1 &2 ABOVE). 6.MINIMUM SEPARATION TO GLASS SCHEDULE,PER ASTM E-1996: (SEE PLAN TOP do FOR REQUIREMENTS) W ' ox®�•..� i -0 H � WIND ZONE MINIMUM SEPARATION TO GLASS NUMTIIUI WI i 7HRU 3 1' ELEVATION MN'SEPARATION 70 CLASS a 6?S' EXISTING GLASS SEE SCHEDULE ON SHEET 11 FOR BIADEm --- MID ON THIS SHEET FCR BLADES o& ------------ 1---------- 5 -----��— ------ --------------- 4 1 \ §EE NOTE 4 ABOVE) © P. S 2oR®s EtITER TFs 21 �oea W/OS (SEE NOTE 4 ABOVE) PLANAND — \\ ,/ TYPICAL n HY BLADE WORKING IN UNISON WITH HY WINDOW BLADE C11A SHUTTER* -- N.T.S. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone O 2015 EASTERN ACETAL SUPPLY.INC. BERTHA HVTM \�E - @ A Accordion Shutter System TEE q O 1 N C. ■ ■ ■ ■ HV. RADE§1 W/OR W/O H.V. WNDON MADE f / _ American Shutter Systems EV,N, DESCRIPTION DATE DRAWN BT: ML TILLIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 STATE basv.F-GARDDTs,F1-153,3D1 DF 4268 Westro0ds Drive 2 >-' Phone:(305)671 I:Wt .Fax:(305)671-1531 DRAWING No O'•• F e-is eDLec6719 eom West Palm Beach, FL 33407 3 15-085 ARID EB- 6719 4 �''•�Fd' ......P''\�t.`� WALTER A nLLTT Jr P.E. 5 SHEET ''�i'S/QNngLA�eNG��`/ FLORIDA Ua IT 44167 P.E. O ^°%Ok DATE 6 19 Of 20 1 . w, 1 1/2'.0.035"THICK Min INSTALLATIONS WZ 0:) HV BLADE & HV CENTERMATES 12)12.000 M iMin.G-60 GALS ASTM A-6GRADE 40 STEEL 083" M- METAL STUDS AT 16"O.P. w 43bINTO METAL STUD WALLS /2' _ _@ _@ 0 6,O.c.ra7s 3a 114"o NOMINAL tu. 38 'Ic GENERAL IIMI ONS AND CONDITIONS OF USE ALUMINUM SLEEVE FOR BERTHA(1) BLADE ACCORDION SHUTTER 6063-T5 ALLOY (I W 3/4x 6 1/4�x 0.035"THICK Min. I 430 /_@ ;; . I -6 SYSTEM INSTALLATION TO METAL STUD WALLS COW GALV STEEL TRACK CHANNEL- 6-O.C.ASTM A-653 GRADE 40 Mi..G-60 SEPARATION TO GLASS SCHEDULE GALVANIZED FASTENED TO STUDS, S 75 (psf) W/(2)160/2'TEK SCREWS 0 EXISTING FINISH 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75. INTERIOR&EXTERIOR rACE AS APPLICABLE 2. MAX. SHUTTER SPAN: 84" MINIMUM VAND ZONE o ASTM E-1996 SEPARATION LENGTH + I EXISTING GLA.IS-- MIN.SEPARATION 3. ALLOWED MOUNTING:8 ON THIS SHEET. TO GLASS GLASS -0-20X3" BOLT GLASS pr ETOSCHEDULE:) -1. @0 114 (SE 1 THRU 3 1, 4. ONLYaENTERMATE 21 W/ 204 W LOCK ARE ALLOWED MUST PENETRATE(9c 1. WITH 21 ARRANGED Q A SYMMETRICAL LAYOUT. USE OF (2) 305 (6- LONG, MINIMUM) MUST ALWAYS BE 4 4" 3/4'x 6 IlCx 0.035-IHICK Min EXISTING FINISH INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF 73 W� .0511* DALY STEEL TRACK CHANNEL. CENTERMATE. AS APPLICABLE ASTN -653 GRADE 40 MI-G- 17M FASTENED TO STUDS (2)16.1/2'TEX SC ON 1 43C 43a L INTEPoOR&EXTERIOR FACE -w 6*O.C. a 6"O.C. 1/4"O-20 THREADS BLADE SLACK DETAIL HVF IS ALSO, VALID FOR 43C jj4-0 ELCO CONSTRUCTION WS 1/2 12 8 CENTERMATE @ AppucA-nON WITH PRODUCTS FAB-LOK HD b I 112."x 0.035'THICK w f"'N'RR'l*�," ASTM A-653 GRACE 40 0 6" O.C. COMPONENTS 0 Min.G-6 G&V.STEEL METAL STUDS AT 16'O.C. MS WALL HEADER/SILL INSTALLATIONVEXISTING FINISH AS APPLICABLE SCALE. 3/8"-- 1' VL (Typ.Top&BOTTOM) VA 7 ——————- ——- —————— I 3/4'x 6 1/4*x 0.035'THICK Min. ONT.GALV.STEEL TRACK CHANNEL. EXISTING GLASS ASTM A-653 GRADE 40 Mi..G-60 H GALVANIZED FASTENED TO STUDS SYMMETRYCAL ::1 6.1TOR SCREWS ON :. 1 ..I . MIN rA T' INTERIOR A EXTERIOR FACE 4J I.:.. _-.,_- . so 2' 4J 4 b 4 q 1 :1 1 .I : :`- : %.�. 2 -�-"CENTERIVIATES W1 ;[m."':.0 ENTER MATES Wl ..' �0 (5 SCHEDULEM.X. I '-'.INTERIOR ACCESS SIDE: 1 ;EXTERIOR ACCESS SIDE:; r------- ------ ------ —---------- ----- 61(TMP.) IN 3 (6 Min.) IN ------------ —----- ------- --- --------------- y 2)42 21 21 LOCATED AT KV HEADER/SILL ENDS 15----—— — ---- - -- VIEW Y /2.(Typ.) (6-Min.) \W00 SIDE CONNECTION TO TRACK 4 12 3 1/4'(Typ.) 6 1 • -6 1/2'MAX. SLACK **— (Cont.) NY& ELVB BLADE SLACK DEIAL—HY—F HVQ FLORIDA BUILDING CODE(Non High 'Velocity Hurricane Zone,' '%J0111 Ili lift,,11, 0 2015 EASTERN METAL SUPPLY, INC. P, BERTHA HVTm Accordion Shutter System A,SuS,AN H.V.VBADE#1 W1 OR W10 H.V.VdNDOW MADE American Shutter Systems xym M DESCPJPTION DATE TILLIT TESTING ENGINEERING IM.L COMPANY DRAWN BY. Association, Inc. I OLD 11-192 DATE. 4/3/15 6355 W.ift.SL.5w.2A,51�Im WOENS'FLO�331&1 Phone (305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 ——DRAWING No -.R:tift.C.O.W.— West Palm Beach, FL 33407 3 -0006719 —085 M 15 4 0 WALTER& nLLrT Jr.P.E. FLORIDA U.j 44167 5 SHEET DATE 6 20 OF 20