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Florida Building Code Online Page 1 of 2 Business s Professional . Regulation �c r ��i illii �ilY liG ifr` iliY BCIS Home Loq in User Registration Hot Topic ! Submit Surcharge Stats & Facts Publications FBC Staff SCIS Site Map Links Search FI rida Product Approval USER: Public User � � 6 1; r Qb IIII Product Approval Menu > Product or ADDlication Search > Application List > Application Detail FL # FL1850-R10 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 lrodriguez@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 ,- 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 Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method FLl$50 R10 COI HV Accordion CI HVHZ.pj.f Standard TAS 201, 202, 203 Method 1 Option D Year 1994 http://www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs9%2f%2ftCO... 10/10/2016 Florida Building Code Online Page 2 of 2 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 I Description 1850.1 Bertha HV Accordion -Blade 3 Extruded aluminum blades folded together thru knuckles and (HVHZ) Drawing# 15-081 retained by tracks to provide hurricane protection. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large Missile Level "D". Max span is 12'-7" for 35 psf positive ASD load and 13'-0" for 35 psf negative ASD load for one specific condition shown in span tables. See additional loads and spans on engineered drawings. Installation Instructions FL1850_.R10 IIA S.A INC (hawing DRWG 15-081 if Verified By: American Test Lab of South Florida Inc. Created by Independent Third Party: Yes Evaluation Reports FL1850 R10 AE A.S.S.A. INC. P.E.R DRWG.15-081.odf Created by Independent Third Party: Yes 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 Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large Missile Level "D". Max. span is 13'-2" for 30 psf positive ASD load w/o window blade, 16'-0" for 30 psf negative ASD load for HV1 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 other spans and pressures. 1850.3 Bertha HV Accordion Shutter - Blade 1 Only (HVHZ) - Drwg# 15- 080 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large missile level "D". Max. span is 16'-0" and 14'-9" for 30 psf ASD negative load depending on centermates and locking rod configuration for the HV1 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 W-0" for 110 psf. for HVI and HV1A working in unison. See sheets 7, 11, 20 and 19 respectively of installation drawings for other spans and pressures. Installation Instructions FL1850 R10 II A.S.S.A. INC. DRWG.15-079.Ddf Verified By: American Test Lab of South Florida Inc. Created by Independent Third Party: Yes Evaluation Reports FL1850 R10_ AE A.S.$.AANC._ P,E,R. DRWG.15-079.Ddf Created by Independent Third Party: Yes Extruded aluminum interlocking blades retained by tracks (top and bottom) for storm protection Installation Instructions FL1850 R10 II A.S.S.A. INC. Drawino DRWG.15-080.Ddf_ Verified By: American Test Lab of South Florida Inc. Created by Independent Third Party: Yes Evaluation Reports FL1850 R10 AE A.S.S.A. INC. P.E.R DRWG.15-080.odf Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road. Tallahassee Fl. '47M Phone: 850-487-1824 The State of Florida Is an AAIEEO employer. Convrinht 7n07401 3 State of Flnrida.:: Privacy Statement :: Accessibility S atom nt :: 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 emaiis 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: -®— "' http://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgs9%2f %2ftCO... 10/10/2016 GENERAL NOTES: 1. BERTHA N.Y. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014 (Sth EDITION) OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WINO LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND SPEED REWIRED BY THE JURISDICTION WHERE SHUTTER Wel BE INSTALLED WITH A DIRECTIONAJTY FACTOR Kd-0.85, USING ASCE 7-10 ACID SHALL NOT EXCEED THE MAXIMUM (AS.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 BY MULTIPLYING THETA BY 0.6 IN ORDER TO COMPARE THESE W/ MAX. (AS -D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 & 20. IN ORDER TO VERIFY THAT ANCHORS ON THIS P.ED., AS TESTED. WERE NOT OVERSTRESSED, A 33 X INCREASE IN ALLOWABLE LOADS FOR WINO LOADS WAS M USED IN THEIR ANALYSIS. BERTHA H.V. ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE. ABOVE MENTIONED CODE AS PER ATL REPORTS: -HN BLADE QQ #0214.01-G3, /0715.01-03. f1004.U1-05, 81214.01-05. `0317.02-06. #0609-01-10 AND /0210.01-/1 As PER TAs 2oi. TAs 202 AND TAs 203 PROTocoLS & /1220.01-10 AS PER TAS 201, TAS 202 & TAS 203 PROTOCOLS LARGE MISSILE. -MR WINDOW GLADE ® %050.5.01-08 AS TAS 201, 202 & 203 PROTOCOLS AND 0725.01-08 AS PER TAS 202 PROTOCOL 2. HV BLADE (D AND 11V WINDOW BLADE ® ARE ENGINEERED TO WORK IN UNISON WETH EACH OTHER UNDER THE GENERA_ UWrAT10NS AND CONDITIONS OF USE INDICATED ON SHEET 19. 3. BERTHA H.Y. ACCORDION PINS (HV SCREWS). USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE f 14X2.75 AND If 14X1.75 RESPECTIVELY. 410 -HT MINIMUM SERIES STANLESS STEEL SCREWS WITH MA ksi YIELD STRENGTH AND 180 ksl TENSILE STRENGTH. PULS SHALL BE COATED WITH BERTHA HV BACROSLYELD COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS. REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION- PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4, ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 31.7 ksi AND 35.7 kai FOR 6005-T5 ALLOY. 5. ALL SCREWS TO BE SUNLESS STEEL 304 OR 316 ASI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MW. YIELD STRENGTH AND 90 kM MIN- TENSILE STRENGTH AND SHALL COMPLY W/ FLARIDA BUILDING CODE SECTION 2411.3.3.4. 6. DOLTS TO BE ASTM A-307 GALVANIZED STEEL. OR AEI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS: HV BLADE (D : 12,13,14.14A,15 AND 20 14V BLADE1Q & Q WORKING IN UNISON: 12, 13 & 15 S. 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 PMT BY U.S. PATENT }5'456,179 ISSUED TO EASTERN METAL SUPPLY, INC. 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN, THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WND/RAIN INTRUSION. 10. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PUCE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER, TENANT. OR OTHERS, MUST PROPERLY CLOSE ALL HV AND HO CETOERMATES AND ENGAGE OR LOCK ALL HV AND HO LOOKS. 11. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 17108.3 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 12. BERTHA H.V. ACCORDION SHUTTER SYSTEM'S INSTALLATION SWILL COMPLY WITH SPECS INDICATED N THIS DRAWING PLUS ANY BUDDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13. (a) THIS P.ED. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P -ED. (6) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.ED., PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c) THIS P.E.D. WILL BE CONSIDERED INVAUO IF ALTERED BY ANY MEMS (d) SITE SPECIFIC PROJECTS SHALL DE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P -ED. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.ED. ENGINEER SHALL SUBMIT TO THIS UTTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. Ilk ��- F. N 11LIECOIII TIWT TESTING & ENGINEERING COMPANY .0� ........... 6355 N.A. 361(. 51,. 303. v. F- GN10QR5. FLORIDA 3Jlet Pham : (305)871-15Wl:Uft . Fa, : (305)871-1531 pp`` a-rtwil: LRLecoOaol.cam ~'r SIONAL " EB -0006719 WALTER A TUUT Y. PE P.E. SFAL/SICNATURE/DATE FLORA U.f 44167 TABLE OF CONTENTS AREA 1: HV BLADES M & GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY 38-44 AREA 2• HV BLADE (1) AND HV WINDOW SHEET 4 BLADE (WHERE APPLQBLF) TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A -F, CONCRETE/SLOCK SHEET 6 INSTALLATION DETAILS G -M, CONCREIVEILACK SHEET 7 CENTERMATE DETAILS HV SHEET 8 CENTERMATE ALTERNATING DETAILS HV SHEET 9 END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 10 MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE SHEET 12 ANCHOR SCHEDULE- CONCRETE SHEET 13 ANCHOR SCHEDULE- CONCRETE SHEET 14 ANCHOR SCHEDULE- CONCRETE BLOCK SHEET 14A ANCHOR SCHEDULE- WOOD SHEET 15 INSTALLATION DETAILS M -R. WOOD SHEET 16 INSTALLATION DETAILS S -X, WOOD SHEET 17 END CONNECTION DETAILS 7-12 & X. WOOD SHEET 18 AREA I HV WINDOW BLADE (W ONLY TYPICAL SHUTTER ELEVATION SHEET 19 AEEA_ALj4V WIN00W RLADE n ONLY INSTALLATION DETAILS. METAL SND WALLS SHEET 20 THIS DRAWING SHALL ONLY BE USED TO I OBTAIN PERMRS IN THE STATE OF FLORIDA FLORIUI BUII DING COUE(High Velocity Hurricane Zone' ® 2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM A■ S S.A. Accordion Shutter System HV. MACE #1 W/ OR W/0 H.V. WINDOW MADE American Shutter Systems REV.NA DESCRIPTION DATE DRAWN BY: LLL Association, Inc. 1 OLD 11-193 N/10/1 DATE: 04/10/15 4268 West Roads Drive 2 DRAWING No West Palm Beach, FL 33407 3 Phone: (800)432-2204 . Fax: (561)209-8380 4 15-080 6 SHEET s I 1 OF 20 J .Fart rrmoM � OO 4p 1.377' I a5�. 4.657' iO HV soup a ADE COVERED UNDER U$ PATENT 558179 to ZiV WINDOW QLAW "SEE LIMITATIONS OF USE OF BLADE ® ON SHEET 19 6063-T6 ALLOY AND TEMPER 3-Mtr .670' a22..2226- -I 0.072' ---- -- 4072' 3.226' (�)HV ADJ. FLOOR TRACK QUALIFIED FOR USE W/ HV BLADED 6063-T6 ALLOY AND TEMPER 0 7.917` of _r� a63•-1}�6,. I .060' 1�A mcy. 67C 1.666' o 11 HV CEILING HEA--R- .� QU LIFlED FOR USE W/ HV BLADE((I)ONLY• SEE SECTIONS FOR ';tAUDITY" 6063-T6 ALLOY AND TEMPER - r,1- 11.yrtI ' .062' 16 SIDE ANGLES QUALIFIED FOR USE W/ HV BLADE10 6063-i6 ALLOY AND TEMPER 4.365' L.999' O HV UNIVERSAL FLOATER QUALIFIED FOR USE W/ HV BLADEQ) 6005-T5 ALLOY AND TEMPER 3.226- 1.500' 085 L ---{-697----'- OT; HV /�QJ. ADAPTER W/'LIP pU LIFlELI FOR USE W 7 BLADE (_I" 6063-16 ALLOY AND TEMPER VAR ES ^' 7' 7-915' Max TlI- .060- 060' T QUALIFIED FOR USE W./ HV BLADE(I)ONLY 6063-T6 ALLOY AND -EMPER " VARIES 1.918' o Wx. ® .09 to I 7 HV UAL8 ECT Uh OA F EEbb FOR U E `lib// V BLADE 1. 6063-T6 ALLOY LAND TEMPER.' {�)' HV Wf OVER TRACK OU L FOR U` W/ HV BLADE( t) 6063-r6 ALLOY 0 TEMPER o i 3.r, 093'momo ' 670 .F i 3.529' lJ HD CEILING HEADERfSILL QUALIFIED FOR USE W/ HV BLADE TO SEE SECTIONS FOR VALIDITY. 6063-T6 A"Y AND TEMPER COMPONENT, y{� © I i /ALUMINUM ANGLE$- QUAUFIED FOR USE W/ IiV BLAUE 0 ONLY. 6063-T6 ALLOY AND "[EMPERJ ,� :JJpJ sJiri i�� 41 Of = S8/0AIAI VIN P.E - SEAL/SN:NA-E/GATE 19 0 A I B T1 T2 2- 5- MAX 1/8' 1/8- 2' 5' MAX 0.192' 0.192- 2-5' 7' MAX (I.190' 0.190' 2' I5" MAX 0-139' 0.131' 1.t91- (1. 00' 15) jj.V 90-/180' STARTER, QUALIFIED FGR USE W/ HV .;LADE (3 6063-T6 ALLOY AND TEMPER 2.670' .994' .67 1 A00" 1842 T 12 ' 920 HV TREN H TIACK QUALIFIED O US W%J HV BLADE 01 ONLY. 6063-T6 ALLOY AND TEMPER VARIES 1.936' 2 Max.l .125- .093' .093"• 670 14 HD WALL HEADER/SILL QUALIFIED FOR USE W/ HV BLADE 01 ONLY. 6063-T6 ALLOY AND TEMPER % Y t 2" 2- 0.125' 3- 3' 0.090' 20 CORNER POSTS QUALIFIED FOR USE W/ HV BLADE (D 6063-T6 ALLOY AND TEMPER 1. 75" ':255" 3.750' -' HV RAINGUARD QUALJFIED FOR UJAE W/ HV BLADE 1 6063-T6 ALLOY A D TEMPER R ORI lA RIIII nING COOE(High Velocity Hurricane Zone. m 2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM A■S■S■A■ 11LIEC0.1mc. TILUT TESTING do ENGINEERING COMPANY 6= KW. 36In SL. Ste. JOS. WRJM GARS. FLORIDA 331. Phan- : (305)871-1530 . Fax : (305)871-1531 BY: M.L. -.0, tlteco0a l - 1 OLD 11-193 04/10/131 EB -0006719 4268 West Roads Drive West Palm Beach, FL 33407 Phone: (800)432-2204 . Fax: (561)209-8380 WALTER A TILUT Jr. P.E. DRAWING No c n 15-080 R.DRDA lie. # 44167 1. 75" ':255" 3.750' -' HV RAINGUARD QUALJFIED FOR UJAE W/ HV BLADE 1 6063-T6 ALLOY A D TEMPER R ORI lA RIIII nING COOE(High Velocity Hurricane Zone. m 2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM A■S■S■A■ Accordion Shutter System KV. B AOE #1W1 OR W/0 KV. WINDOW" a� American Shutter Systems REV.w OESCRWIIOM -- BY: M.L. Association, Inc. 1 OLD 11-193 04/10/131 [ATE 04/10/15 4268 West Roads Drive West Palm Beach, FL 33407 Phone: (800)432-2204 . Fax: (561)209-8380 2 I 3 4 DRAWING No c n 15-080 s SHEET 2 OF 20 4.576' .745' 21 HV CENTERMATE OUAUFIED FOR USE W/ HV BLADE O & ® ONLY -6063-T8 ALLAY AND TEMPER o— • f I i)5a' I PLAN `'� FRONT ETIYAnON © LOCKER FOR -T- LOCK CENTERMAR QUALIFIED FOR USE W/ HV BLADE(I)ONLY 6063-T6 ALLOY AND TEMPER 1.9 7 063' .214" 4.660' .745' 2.293* � A• (�2 HV FLOATINr CEHTER�s' QU ED FOR USE W HV BLADE 1 & ONLY 6063-T6 ALLOY AND TEMPER 2.674' 1 756' 922" (j HV CORNER CENTERMATE Q IFIED FOR USE W/ HV BLADE ONLY 6063-T6 ALLOY AND TEMPER 1/ 4'-20x1/2• 1/4'-7D fSUSTJI.Fi101D M8AO [SEAM (2 IYPJ S L 75" n A (cm"w ® HV LOCK R."QUALIFIED FOR USE W/ HV BLADE 01 & ® ONLY. 4.045' ( 2.079' 1.753' n di� HV MALE T LOCK CENTERMAJE4. .. QUALIFIED FOR USE W/ HV B1LADE ONLY (F FEMALE -T- LOCK CENTERMATE 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE (1�ONLY 6063-T6 ALLOY AND TEMPER - (p HD CENTERMATE W/ NO �N\G ROD ® D CERMATE / LOCK /f��Q p QUALIFIED FOR USE W/ HV BLADE 1 & 1 QUALIFIED OR USE W/) V BLADE 1 & (17 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER VARIES, 12' MIN. 1/4' 0-20 S.S. OR 318-0-16 ALEGL TMAIBSCREK (SFE DETAES) _ 314 ® LOCKING RODS QUALIFIED FOR USE W/ HV BLADE1Q 6063-T6 ALLOY AND TEMPER !INSTALLATION WILL REQUIRE A 7/16" HOLE D ILLED AT TRACKS FOR PROPER EMBEDMENT 1.130' 375•► THUMesc�� QUALIFIED FOR USE W/ HV BLADE1 �ttttill�Elk r16 A17, * ti. 9 _a STATE r. P.¢'49[.j9GIGfMTE ®3 HD CENTERMAJEIS IN T QUALIFIED FOR USE W HV BLADE& 1Ol 6063-T6 ALLOY ARD TEMPER t1/2' f1/4-0 (S� HV 1/4" P-20 AISI 304 QUALIFIED FOR USE W/ HV BLADE Q ,/ 11L1EC0iMc. TILLIT TESTING & ENGINEERING COMPANY 6355 Kr. 366, A. Sb. 305. V*K NA GMIDEE16. FIOUX 3316( Ph— : (305)871-1530 . Fox : (305)871-1531 e -moa: tat—oaal.com ED -0006719 WALTER A TLLJT Jr. P.E. FLORIDA U'x. % 44167 1/4--20- 711READ® 11016016 EIIMIEl. 8M® PAOIIFD 71tlb1 10108. DPASS t111N0ER (OfRouE RAZED) ® HV EGRESS LOCK QUALIFIED FOR USE W/ HV BLADE 7Q & 0 ONLY. 250" O.D. 18' RASVC D TO 2 . MOLDED TO SCREW 360- AFTER RIVETING .825' BEFORE RNET 1/4"p 3�4ING X ' nTHUMBSC — O RIVNUT* wl*SERn (2024-T3 ALLD) LARGE FLANGE THIN .82 ' SHEET WaSERr, PART j 0820. AS M"FAcnIREO BY ANM CHERRY TED(TORN. PPARSIFPM. NEW yAiSEYL0770554 OR OXIAL. ®HV "T' LOCK ®H6utiLlkIEo FtSR �SEEwJ"}+� OUAUFIED FOR USE W/HV BLADE1Q ONLY. BLADEtp ONLY. � ��-THtA1BnJRN \�IIVI'�� KEY CYLNIDER .545' e m m o 0.875' Yin. 00 m 1 .125• Yax. J9x- rTHU MBRIRN I no CYLINDEA I.5 Yu1. CYLINDER 1.78' Yax. ® HD LOCK BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. QUALIFIED FOR USE W/ HV BLADE 1O& OA FORIDA BUILDING CNE(High Velocity Hurricane Zone- 0 one® 2015 EASTERN METAL SUPPLY. INC. BERTHA HVTM A■ S S ■A■ Accordion Shutter System KV. RADE 11 W/ OR W/O HV. WNDUW RADE American Shutter Systems REV.)" DFSCIBRION DATE DRAWN BY: M.L. Association, Inc. I OLD 11-193 x/10/1.` DATE 04/10/15 4268 West Roads Drive 2 DRAWING No West Palm Beach. FL 33407 3 C p Phone: (800)432-2204 . Fax: (561)209-8380 4 15-080 s SHEET 6 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV 0A HV M 1O HV BLADE 1 ® HV BLADE to ® HV LONG RECESSED NYLON BUSHING ® HV SHORT RECESSED NYLON BUSHING ® HV NYLON HAT WASHER ® HV WHEEL CARRIAGE AISI 302-303 SERIES 0.870•x3/16' THICK NYLON WHEEL 0.188'0 AISI 302 SERIES S.S. RIVETS ® HV 1 3/4- ACCORDION PIN W/ J8 HEAD 4` ® HV 2 3/4- ACCORDION PIN W/ /8 HEAD ® POLYCARBONATE IMPACT RESISTANT HV WINDOW Y O ® OR Nao ff N 315.0 EXTERIOR 1 ; i 41 > 5-F-0 47p' OOR ® I 4 or REQUIRE EN'fS) II I it Q OR ® II I II 2 7/8' WIN. CLEAR SEPARATION BETWEEN BONE OPENINGS PIN UIREMENTS AT EXTERIOR BLADE KNUCKLE FOR_>< TO BIAOE T7 , 1 American Shutter Systems HV WINDOW BLADE.0625• KBLADE'SNUCKLE .P OPf?6N .1875• 0825` (TYP) 0.067 (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR FLAT PORTION 2 7/8' WIN. CLEAR SEPARATION BETWEEN BONE OPENINGS PIN UIREMENTS AT EXTERIOR BLADE KNUCKLE FOR_>< American Shutter Systems Il OF TI it ��� I � i 'I I1 (DOR ® f (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR (A4 4268 West Roads Drive I ® BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV tO OR 5 (071-1530. Fax. : ( (30530577 -Tsai (305)) s-md: MtecDODol.mm ! EXTERIOR HV ® BLADE. DTICAL SHUTTER ASSEMBLY 4 6 SHEET (2) HV PIN ®MAY BE USED IN LIEU OF ®AND ONLY AT N.T. HV PIN ®oR ®AAT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q Po azt "I1', BLADE'S KNUCKLE. ( E ' FOR BLADE WHEN CORRESPONDING TO INSTALLATION SHEET 7. .048- Q CAA REQtAREMENfS) (3) HV PIN ® OR ® W/ 1/2' O.D. 1/16- THICK S.S. WASHER irP 0 f SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL SHEET X, WHEEL CARRIAGE DETAIL ASSEMBLY LAYOUTHof. 1 HV BLADE SOLID & IA HV WINDOW BLADE DETAILS T.S. Pt 1p iL Nv f 513/ ON CFNTI L 2'1/1'B.e'AOgi TYPICAL HV WINDOW BLADE 6AA AND POLYCARBONATE HV WINDOW DEINL zs• -----�� .0625 .0625• N.T.S. 0... TO BLADE BC'` �I * VA F MAKROES LONM31 DV3 POLYCN2BdNATE HV WINDOW RESINS, UV -STABILIZED GRADE OR SABIC INNOVATIVE PLASTIC LEXAN 103 RESIN (SEE NOTE 'F' ON SHEET 19). POLYCARBONATE SOURCES FOR 44 -7 TWMK P16iFF1FS sQILWm 0 IF0115 e eID� sPFcslc a+rwrr ASIY aMz 0D43 m/ln' ao43 tb/4i r IE1HE WELD STPFNCIK ASIY OLTB 9,400 Dal 0,320 Pal n.DWRN. SnF2CIR AT IIID l6fl am i23aD pal. 1;40 Pal nF16P+AL 14001105 Asa, 0M0 34(Laaa P4 3AS = pat >�d I401CLm ¢a0 A51Y ame to FT-Ib/il 17 R-Iat 51pQ ASat ozm 472 f 645 I YAIt RATE a aewo ASTM PeM- C-1 CL/SS o-1 CLASS SELF lGlanwl ASM 01929 MT 9e0 f 15A➢t�: ASTM 6156 1p61E SaipxnX AFIEA WFAnm.+c ASIY e]e naz Dal m4D Pal TDhAE SIRES eFF01✓E rIFATe7ale ASN as 1461 Dal. 619a Pal FL%)ABUILDING r,DF(High Velocity Hurricane Zone: ® 2015 EASTERN METAL SUPPLY. INC. BERTHA HVTM Accordion Shutter System V L I E C o I N \ A.S. S.A. , W DR W/0 L{V WLI(B�DE STILLIT TESTING & ENGINEERING COMPANY i American Shutter Systems REY11a DEscmmDN DATE DRAWN BY, M.L. OF KW. 36 Ste. 3030 YNG f nDRM J316t Assoclatlon, Inc. 1 OLD 11-193 )4/10/15 DATE 04/10/15 .8, 4268 West Roads Drive 2 5 (071-1530. Fax. : ( (30530577 -Tsai (305)) s-md: MtecDODol.mm West Palm Beach, FL 33407 (800)432-2204. Fax: (561)209-8380 DRAWING No 3 5-0�0 P.E. WALTER A TLUTEB-t Jr. P.E.Phone: FLORIDA tie / 44167 4 6 SHEET 6 4 OF 2D @-0- n -0an v I 140 1 f ` _ r SEE END - CONNECOOPL ^ AI DETAILS SHEETS10 & 18 TYP. FULL n HEIGHT. aE� �1 o-Nw C�EpE �"/1111 IL P a ■ v TYPICAL n HV BLADE SHUTTER ELEVATION N.T.S. aA•- T'A. 11 O ''.,•'2 Opp: �''� . - sS�ONAI� .,rr• P.E. SEAL/SIGNATURE/DATE OF CORNER CENIERMATE *NOTES ON HV LOCKS AND CENTERMATES: 1. MANMTORY CONDITION 11: ONE HV LOCK 0 or 0 SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12' ABOVE ORBVW2 OF SHUTTER SPAN FOR SPANS UP TO 105', AND FOR INST TIONS AT ANY ELEVATION. W LOCK or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO 0 OR CENTERIMTES W/(2) 1/4'0-20 x 1/2' LONG FIAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 2. TWO W LOCKS OR OR ONE W LOCK OR W/TWO LOCKING RODS_PN AT TOP &BOTTOM SHALL BE USED FOR ANY SPAN AND I OR AT ANY ELEVATION. HV LOCK 0 OR ®SFIALL BE ATTACHED TO (" OR ® CENTERMATES W/ SAME SPEancATIONS AS PER MANDATORY CONDITION fl. LOCATION OF LOCK/LOCKS AS APPLICABLE SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULE #3 ON SHEET 12. 3.1F DESIRED. FOR BETTER PERFORMANCE OR FOR SECUR17Y PURPOSES, UP TO TWO HV LOCKS OR qq MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES OR ® SWILL BE AS INDICATED ON NOTE (1) ABOVE LOCA OF BE SHALL BE AS INDICATED ON TYPICAL SHUTTER n"ATKIN. 4. ORIONAL CONDITION J2 t2 B ILSED 140 H.V. LDCKSI_ LOCKING RODS Qq ARE NOT REQUIRED AT�URRICANE POSITION, BUT MAY BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSTTTON). 5. ummjogy CONDITION #L. ONE HV LOCK ®0 SHALL BE USED AT CORNER CENIERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK or ®SHALL BE USED AS AN OUTSIDE OR INSIDE LOCI(, ATTACHED TO CORNER CETNTERAIATE w/(z) 1/4 0-20 x 1/2' LONG FLAT HEAD SS. M.S. TWO LOCKING RODS AT TOP & BO OM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. MIMMMUM 91 I ONE ALIT3INATE HV LOCK MAY BE AIMMTE TO MANDATORY qQHXM USED IN LIEU OF HV LOCK or FOR ANY SPAN AND INST TIONS AT ANY ELEVATION. AL TE LACK ®MAY BE USED AS AN SIDE OR OlT(S®E LOCK ATTACHMENT OF 1/410-20x3/4' S.S. THUMBSCREW TO ® OR (P CENTERMATES SHALL BE MADE W/ 1/4'0-20x3/4' NUM. RIVNUT AS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SHALL BE IISED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER. SPAN. 7. WNOATORY ClkIM10N 13 FOR KEYSTONE IIOIIHONG NSTAIlATDNS ONE FIV LOCK 0 or 0 or ® SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12' ABOVE oR ae-ow 1/2 OF SHUTTER SPAN FOR SPANS UP TO !i8', AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK 0 or ® or ® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO 0 or 0 SYMMETRICAL CENTERMATES W/ (2) 11/4'-20 x 1/2' LONG FLAT HEAD S.S. N.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 0 W/ OR 0 TOP AND BOTTOM IS COMPLETELY MANDATORY. IINOTES ON HV "T" LOCKS AND CENTERMATES: 1. ONE ALTERNATE HV T- LOCK MAY BE INSTALLED IN LIEU OF HV LOCKS OR FOR ANY SPAN AND I ILLATION AT ANY ELEVATION. ALTERNATE LOCK ® Y BE USED AS AN INSIDE OR DE LOCK. ATTACHMENT OF LOCK 0 INC WDES USING REINFORCING LOCKER �, AS SHOWN ON SECTION HVG. SHEET 9, WHICH MUST BE CONNECTED TO CEIMM"TES 0 AND ® W/ 1/4'0-20 x 1 1/2' LONG SS. THREADED BOLT W/ 7/8'0 x 3/32' WINGNUT OR W/ 1/4'0-20x1' S.SLA.S. INTO A 1/4'Ox 5/8'RNNUf. LACK MAY BE INSTALLED AT MIDSPAN OR 12' MAXIMI IM ABOVE AND RFLOW MIDSPAN ICE OF TWO OCKING RODS M TOP ANO RDTON IC MANMTORY *NOTES HI LOCKS dT CENTERMATES: HD 1. LOCK 4 W/ M CEMTEIelAT1E5 C& OR r3t W/ JA :ONE ALTERNATE FD LOCK3!3 MAYBE USED W LIEU OF W LOCKS OR FOR ANY SPAN AND INSIALLATIONS AT ANY ELEVATION. ALTERNATE HD LACK ® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF HD LOCK (�3 TO IIS W/ 3 /8 x 3/8' F.H. S.SM.S, AND INCLUDES REINFORCEMENT INSERT ® AS SHOWN ON SECTIONS HDB- AND -HNC. SHM 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12' MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS ® 15 COMPLETELY OPTICNAL FLMjLUjb i 0DE(Hi9h Velocity Hurricane Ione 0 2015 EASTERN METAL SUPPLY. INC. BERTHA HVTM 1 1 L I E C O 1IM 1:. A■ S■ S ■A. Accordion Shutter System H.v. anoE f1 w/ OR w/o tLv. wlNoav BLADE • TINT TESTING &ENGINEERING COMPANY Amertccn Shutter Systems REY.N. DESCRIPTION DATE OPAWN BY: M.L AssOCICfIOn, In 1 IOD „-183 �t/iD/,C M7E 04/10/15 8155 N.M. aft' bt, siv dab. vRsm GNe]DS, FLOOD 331 E: 4268 West Roads Drive 2 Phone : (JO') 71-1530 . Fax : (30871-1531 e–mail; tilt -0 al.wm M–OW6712 West Palm Beach, FL 33407 3 DRAWING NO C O 15-080 WALTER A IILIT Jr. P.E Phone: (800)432-2204 . Fax: (561)209-8380 J FLORIDA U. 1 44167 5 SHEET 5 OF 20 POURED CONCRETE CONCRETE TCONCRETE ANCHORS REWIRED (SEE SCHEDULE ON CONCRETE ANCHORS REQUIRED j SHEET 13) SCHEDULE SCHELE ON SHED 13) I E D! .250' Max. E. REQUIRED link 1/4'0-20x3/4' S.S. / EQ- MACHINE SCREWS _ USWG 1/4'-20 NUTS - O 12' O.C. 1� l —(3) OR It 5) / Max. / ) OPTIONAL i r1 ii MN SEPARATION 1 I TO CLASS (SEE S�UIE ON O �11 FOR BtTbyiNa ' I IO OR ® W EXISTING ON SHEET 19 1 NW. SEPARATION GLASS--- 8.7• 0& � �� � (SEE TOSCHEEDULDUL — E ON IXISI7NG i SHEET 11) I ::- ----- --- — (1 .(-B) HV WALL HEADER INSTALLATION EXISTING _ GLASS—i Mn SEPARATION . ro crass (sEE I �--� 5"JfDU.E OM 9EET J I i t FOR BALE!k ON SFFE7 19r i e HAOESOI & ® s r j 10 j i \ �, • ��� —CONCRLTE ANCHORS (SEE SCHEDULES ON _— Sf.DS. 13 &. -QA i OD HV WALL SILL INSTALLATION NATE rw CoMnmmoN or Srf.TIONS I'- SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY 2- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUR ANY INSTALLATION. EXISTING OR ® MIN. SEPARATION TO CLASS (SEE SCHEDULE CN— SHEET 14 SHEET 11) H-1 OPigNAL 1/4Max'I 1/ r 1 3 aR 1® /)- `_ 1/4.0-200/4• S.S. / - 18 EO PHIWPS TRUSS HEAD SCREWS USING / 1' 1/4'-20 NUTS O 12' O.C. CLONCREIE ANCHORS (SEE SCHEDULES ON POURED ET CONCRE SHEETS 13 & 14A) OR CONCRETE BLOCK WAs REQUIRED (� HV WALL SILL INSTALLATION 4 E. 0. - EDGE DISTANCE (SEE SPECIFICATIONS ON SHEET 13) SEE U.S OF USE FOR BLADE Q� ON SHEET 19 - lff//II P.E �; vz� aPTIONAL I MIN. SEPARATIO TO CUSS (SEE SCHEDULE _ S_i SHEET 11) © HV WALL HEADER INSTALLATION MW_ SEPARATION EASTINGTO GLASS GLASS I taeE SCHEDULE ON SHEET 11) q ✓ &12- -OPTIONAL_ 19 LED, M CONCRETE ANCHORS (SEE SCHEDULES ON POURED CONCRETE SHEETS 13 & 14A) OR CONCRETE BLOCK REWIRED O HV WALL SILL INSTALLATION -.250- M— INSTALLATION .250'Max. 1/4'0-20x3/4' S.S. PHIWPS —TRUSS HEAD MACHINE SCREWS W/ 1/4'-20 NUTS O 12' O.C. INSTALLATION DETAILS W/ T HV BLADE F1 ORI )A RUll DING CODE(High Velocity Hurricane Zone; ® 2015 EASTERN METAL SUPPLY, INC. BERTHA HV —1/4.0-20x3/4- SS. CONCRETE ANCHORS MACHINE SCREWS (SEE SCHEDULES ON W/ 1/4'-20 SHEETS 13 & 14A) NUTS O 12' O.C. American Shutter Systems I -Min. 19 Association, Inc. �; vz� aPTIONAL I MIN. SEPARATIO TO CUSS (SEE SCHEDULE _ S_i SHEET 11) © HV WALL HEADER INSTALLATION MW_ SEPARATION EASTINGTO GLASS GLASS I taeE SCHEDULE ON SHEET 11) q ✓ &12- -OPTIONAL_ 19 LED, M CONCRETE ANCHORS (SEE SCHEDULES ON POURED CONCRETE SHEETS 13 & 14A) OR CONCRETE BLOCK REWIRED O HV WALL SILL INSTALLATION -.250- M— INSTALLATION .250'Max. 1/4'0-20x3/4' S.S. PHIWPS —TRUSS HEAD MACHINE SCREWS W/ 1/4'-20 NUTS O 12' O.C. INSTALLATION DETAILS W/ T HV BLADE F1 ORI )A RUll DING CODE(High Velocity Hurricane Zone; ® 2015 EASTERN METAL SUPPLY, INC. BERTHA HV IILIEC 0..6:. \ A■S■S■A■ TM Accordion Shutter System rlv. MADE #i w/ OR w/o H.v Wlraoly aaoE American Shutter Systems REN.N. oismpnw DATE DRAWN BY: M.L TIWT TESTING & ENGINEERING COMPANY Association, Inc. I DID 11-193 34/10/15 DATE 04/10/15 6355 MW. 3612 SE. 511 305, MVMWIA GWG. RORVA 33IR Phone : (305)171-1530 . Fax : (305)871-1531 4268 West Roads Drive 2 DRAWING N0 e- w: elt—ow— E11-0006779 West Palm Beach, FL 33407 3 p 15-080 WALTER A T1LU! Jr. P.E. Phone: (800)432-2204 . Fax: (561)209-8380 4 FLORIDA Lk- / 44167 5 SHEET 6 OF 20 CONCRETE ANCHORS EDGE OF - STAB IF APPLICABLE I ro gPAR�na1 1FOR a i aN 9fII 19 Easn X0.0 CONCRETE ANCHORS 1 1 (✓1 _ . C_ - 1 EDGE OF- i SLA8 F APPLICABLE i POURED - OR --'D ®* CONCRETE � REQUIRED C,l HV CEILING INSTALLATION OR s m wAss m� i MIL SFPARATIIN � fsa x anlAi Gx.— � EXISTING 91�Y 11) I m GiA54 SCHEDULE 10x3/4' HD(GIASS—\ 1 SHEET 11) WASHER HEAD 1 1 TB( SCREWS O RN.. lz• O.C. EXG1 USS CONCRETE ANCHORS 1 1' (SEE SCHEDULE ON - g 13) SHEEP 73) / i ✓ /� _EDGE or 'SAEI F I SLA I F ///JIPPUCABL X1/2 Y 1 EDGE OF A PlAB 1B APPLICABLE n s=.L•L POURED I �E C,• I 1 �------E. n.=— — CONCRETE REQUIRED/MT HEAD CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 14) (Ff HV FLOOR INSTALLATION t 1, HV WALK—OVER INSTALLATION FOL sPiRAllon T 1 ' ,—�j A m Gi. 29 _ E70SDNG ~7�911)w EJOGSIIS� MIN. SEPARATION GLASS —� TO GLASS O _ '—(SEE SCHEDULE ON—' - SHEEP 11) I I ii II GI I w 3 OR -/ ti4x3/4- HEX HEAD i o1z TEX SCREWS O 9' O.C. OR 1/40-20 S.S. M.S. i CONCRETE ANCHORS W/ NUT O 9' O.C. ' (SEE SCHEDULE ON n 1 I SHEEP 14) i 1 /B• 7 7/8- / D,1 POURED CONC D 1 ORCONCRETE RED RED OPTH7NPL—J POURED EDCE OF CONCRETE .SLAB IF ,J REQUIRED APPLICABLE U HV RAINGUARD INSTALLATION t L m. 40 1%aR1$ 1/2. `CONCRETE ANCHORS -SEE NOTE 13(b) TE (SEE SCHEDULES ON ON SHEET 1 OCx SHEETS 13 & 14A) POURED HN WALL FLOOR INSTALLATION OR la r1rUTw— FLAT HEAD CONCRETE ANCHORS CONCRETE (SEE SCHEDULE ON SHEET 14) REQUIRED 11 TRENCH INSTALLATION VALID ONLY FOR UP TO +70, —75 PSF A.S.D. DESIGN PRESSURE RATING & FOR SPANS PER SCHEDULE /4, SHEET 11 E"�J wN sTPARA11ox CONCRETE ANCHORS I (SEE SCHEDULES O - 1 SHEETS 14 & 14A) EXISTING -LJ GLASS—i MIN. SEPARATION i TO GLASS _(SEE SCHEDULE I• SHEET 11) K. /10x3/4- HEX dddl WASHER HEAD vV 'GSE.. TEK SCREWS 4 15-080 O 12. O.C. 8 4x3/4' S.D.S. 1 8� 1 - 1� is `CONCRETE ANCHORS -SEE NOTE 13(b) TE (SEE SCHEDULES ON ON SHEET 1 OCx SHEETS 13 & 14A) POURED HN WALL FLOOR INSTALLATION OR la r1rUTw— FLAT HEAD CONCRETE ANCHORS CONCRETE (SEE SCHEDULE ON SHEET 14) REQUIRED 11 TRENCH INSTALLATION VALID ONLY FOR UP TO +70, —75 PSF A.S.D. DESIGN PRESSURE RATING & FOR SPANS PER SCHEDULE /4, SHEET 11 E"�J wN sTPARA11ox I �— T I To 1/4.0 IWI WRDEX[ TAPIXM W/ ACNANCED THS/OFOWI - 1 OR ENTRANCE TELIINOLOGY OR 1/4.0 POWERS I 1/4" 'I hh FASTENERS TAPPER+ - HORS W/ f �_ REV. DESCRIPTION DRAWN BY: LLL I IID 11-143 )4/10/15 DAIS (14/10/15 1 3/4" MN. EMBEDMENT O 6- O_C. FOR IP TO 6'-0• SPM AND 1 , 'II 4268 West Roads Drive West Palm Beach, FL 33407 4 O.0 FOR S LARGER — T vV 'GSE.. 6'-0' LP TO r -a, MAX. APPLY 4 15-080 i SE — AT EYEIL( FAS1BE11 Flim (1 P.) (gE NO E tt aN SF+FT' t i 1/2" 1/4 1 i CONT.1 wR IAHTAl1IXS) 3 �" SHUNT I r �. t( li I1/4'.-20x3/P'S9 16 SING t/4 -d -2D N11I5 _#14x3/4' F.H. S.D.S. O 12' O.C. O 9. O.C. EXISTING NON STRUCTUML SEE NOTE 13(b) 2,00'MIN, `� WALLTRIM (DECORATIVE ON SHEET i t .. • .MIN• POURED CONCRETE - Y REOI7RED TION I,..-_:• A•'•- - k,!-) HV WALL WALK—OVF13 ij'ISTALLA NOTE FOR COMBINATION OF SECTIONS: 1- SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY E D. =EDGE DISTANCE ft iHLS INSTALLATION SHALL BE (SEE SPECIFICATIONS ON SHEET t3 RFIJOVABIE WHEN PFRFORMm ) ADJACENT TO AN OPERABLE L'XTf I SEE UM ATIONS OF USE FOR BLADE 8 ON SHEET 79 INSTALLATION 2— MOUNTING SECTIONS CAN BE COMBINED OR ENTRANCE Amedcon Shutter Systems Nv_ aAOEt w/ OR w/o Hv vlrtooFv aAOE DATE IN ANYWAY TO SUR ANY INSTALLATION. Fi..... Association, Inc. REV. DESCRIPTION DRAWN BY: LLL I IID 11-143 )4/10/15 DAIS (14/10/15 A '• PLV �4 -j, d� 4268 West Roads Drive West Palm Beach, FL 33407 2 DRAWING No 3 _ �90FCpSION*�' vV 'GSE.. Phone: (800)432-2204 . Fax: (561)209-8380 4 15-080 ®��T" �619tiaMn MAIPNW 94TDER SPAN E' -O- DETAILS W/ M HV BLADE P ORII)A RUIIgINC f0QE(High Velocity Hurricane Zone- ® 2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM c c I I L I E C O� N C.` A■ S■ S.A. Accordion Shutter System u ' Amedcon Shutter Systems Nv_ aAOEt w/ OR w/o Hv vlrtooFv aAOE DATE 4 JtY •:- Q` } TILUT TESTING & ENGINEERING COMPANY 6355 N.W. 36T. ST., 305, 1. RdIM 3316E Association, Inc. REV. DESCRIPTION DRAWN BY: LLL I IID 11-143 )4/10/15 DAIS (14/10/15 A '• PLV �4 �1O^B (305)871-1530. Fax : (30571-1531 71 Fax (305)8 e- 1: btteca0aal.com 4268 West Roads Drive West Palm Beach, FL 33407 2 DRAWING No 3 _ �90FCpSION*�' EB-oao671v Phone: (800)432-2204 . Fax: (561)209-8380 4 15-080 `v P. 'SPAk/Sy,7WiOkE/OATS WALTER A. 11LLR Jr. P.E. FLORIDA U.. j 44167 5 SHEET 6 7 OF 20 SEE END WALL CONNECTION DETAILS ON SHEETS 10 i 18 OUT IN 7 EXISTING GLASS INSTALLATIONS W/ n HV BLADE W/ HV CENTERMATES (2f OR 00 2'x2-a1/8'xO'-2' I ®.®°P®+®��. �y,O 3 1/C 7• (6063-T6 ALLOY) ALU1A. — 0"S w/(2) 1/a•r TAPCON 1/2' at©.® OPPOSING ANCHORS TO coNCHETE I — CENTERMATES �s n°P/B°To T E #1 3/4' S.M-S. o ,2 W/ HV LOCK �i`or tt N a)/10x1/2' SJ4.5. 10 LUBE O.C. FULL LEIN;F7T. Ar EACH -MAN AN(i.E (TW) -5 MIN. a ®' SEPARATION E GLASS (SEE SCH.S IN OPTIONAL ON SHEET 11) (INTERIOR) HVD OUT © f L q) HVA F SEE NOTES ON LOMOND HODS ©. 1N LOCKS Q or AND ALTERNATE 1/V LOCI( ® ON se1EEr 5. ** MADE SACK OEDI& HW IS MALD FOR ALL COFIERMATES APPLICATION WITH BLAOEQI SEE END WALL CONNECTION TJ(ISTING Goss— — — — — — — —DETAILS ON SHEETS 10 A 18— ' ------ —� 6- 1/2'- - - - 7' SYMMETRYCAL CENTERMATES MIN, SEPARATION W/ HV LOCK 6ror TO GLASS (SEE SCHEDULE ON * SHEET 11) IN � OUT HVB HVC EXISTING GLASS SYM E R---------��0�©��«O-� - - ---- -POURED CONCRETE OR CONCRETE BLOCK WALL M T ICAL * IN MIN. SEPARATION v CENTERMATES * r®+®a©+®a®« SCI TO G 5 W/ HV LOCK �6i OPTIONAL I (SEE HEET 1) ON (INTERIOR) SEFf 12) OUT ----- _' -----------— - — - — - — - — - - CONCRETE , /ANCHORS O VAR[ S V , 18' G.C. Z aw * E � t VARIES •-� ®� * o, OUT I 6 1/2- MAX. SULK HVE HVF** d T' p, n_()RI)A MI F(Nigh Velocity Hurricane Zone_ ,`���� CjCi�E}L•'•:`1 ® 2015 EASTERN METAL SUPPLY. INC. BERTHA HVTM p.441 7 L I E C 01 N , A■ S■ S A Accordion Shutter System ■ ■ FLY. &ADE 11 W/ OR W/O HV. WN00W BADE American Shutter Systems Rrv. DESCRIPfEON DATE DRAWN BY. M.L TIWT TESTING a ENGINEERING COMPANY As8 W -t R..d Inc. 1 OLD 11-191 k/to/1e DATE a/Eo/13 Off: ssss N.W. 38M. st st.. 305. vB6rfM cARDEns. RnfmA 3316E �' fv •••"""••' Phme : (305)871-1530. Fme : (305)871-1531 4268 Wast Roods Drive z DRAWING No SIONA� a -alai. MtecaOed.conWest Palm aaah. FL 33407 3 .. EB-0006719Phone: (800)432-2204 . Fax: (561)209-8380 4 15-080 WALTER A. TOUT Jr. PE P.E. SEAL/SIGNATURE/DATE FLORIDA U.. / "167 6 SHEET 6 8 Or 20 ALTERNATE INSTALLATION W/HV "T" LOCK HV MALE/FEMALE "T" L _ ,ICS CENTERMATES )88 Z4 & LOCKERS �t1 W/ n1 HV BLADE SEE END CAIINE'CTION DE'GII.S ON SHEETS f0 k 18 OUT IN�'�� # SLAM (DA OEFAIL MW. MCATID ON SIM a. 06 N � uNN 5HE FLDIO.0 USrD 0E7NL NALTEM .I 6 8 1 NgGItD aN 7H6 sNEET, wr W IRED YRiH Tws ALTpeN IN9.ML,1M DETNL XVa sNDWN N TM 9NEE7 . (mdl2) /4'0 J1LY. ____-- '-)/1o1/2- 7 � I HW/4. 5JL9. 012• _______________________________ Ai FAa NeTc (11P) I aL ML LE1WT. # IN (4) H.V. I \ J Q / 30 LOCK T((NSIDE)) �* SEE NOTE 6 FOR HV LOCK@ . r LOO(. ON SIM 5. 1 SERFS 9•M ALLReKYJ Z07 -13 AIDY) LARGE RANGE ,lw SIM wKSERT. PART t 0820. AS YANLWACnJRU) W AVD13L CHOW TDffOFK PN6pPI] . NEW JERSEY 071154 OR EMIAl- 4 ftl — I I �J OUT 1/4" 8-20 x 1 1/2" S.S.M.S. # W/ 7/8"0 x 3/32" WINGNUT. ©0 HV "T" LOCK (OUTSIDE) INSTALLATION C1� HV BLADE W/ HD CENTERMATES l.3) . i .0 -_-__---_-- I N (4) N.V. 4 1/t PNS (TYP.) v HDB—HVB OUT SYMMETRICAL HD CENTERMATES W/ Cid• LOCK (EXTERIOR) 35 = (OPIIDNdL) ) • s�I ro aAss \ � vm,P SYMMETRICAL HD CENTERMATES W/ CSM LOCK (INTERIOR) 3 -O #SEE M01¢ a )00"10 iN O No® Loafsax SH,1T s �% ## I18.Q6AL F101DNa N-0 pE 1100 --IND 6 / vwn FOR Au mYImlwFs nearwnaxs arrx e1.nE 1Q HDD—HVD#* FLOATING STACK A. 77/;"-- : R-OR� A RIUIDING CME(High Velocity Hurricane Zone' 1'4!"F. I�P 4/ " v�F A 2015 EASTERN METAL SUPPLY, INC. ' ..= BERTHA HVTM • � IILIEC O 1N�- A■S■S■A■ Accordion Shutter System * o�'(i(I'�0F American Shuff*i SyOBms KV. 9.40E /1 W/ OR W/0 HV. WNDOW 9110E P TILLIT TESTING k ENGINEERING COMPANY REV.N. DESCRIPTION DATE DPAYM 9r. LLL 41 _ l P.•'' F Association, Inc. 1 OLD 11-193 M/10/15 WE 04/10/15 At` •. ORIo V rt kA*- 6S', 11N. 3BN. SL. Sb. JOS. NY..NV� GARGFl15. flDl✓a 3]18E Phone : (305)871-15}0 . F.: (!05)871-1531 4268 Wast Roads Drive Palm Beach, FL 33407 2 DRAWING No _Vts/ONO` tilt«o0oa.cam ®-0006719 West 3 15-080 P.E SEAL/SIGNATURE/DATE WALTER A TILL)r Jr. P.E. FLOP" Uc. ! 44167 Phone: (800)432-2204 . Fax: (561)209-8380 4 5 SHEET 6 9 OF 20 VCONCRETE AN/ 2' MIT EO -y EO (LOCALE AT OF5) 1/2' MIN. #10.1/2' S.M.S_ O 16' O.C. OR END CONNECTION - POURED CONCRETE POURED CONCRETE POURED CONCRETE OR POURED CONCRETE OR CONCRETE OR CONCRETE CONCRETE &.Oa( WALL OR CONCRETE gK WALL REWIRED BLOCK WALL REQUIRED REQUIRED BLOCK WALL REWIRED ---E)OSTING GLASS EXISRNG GLASS EXISTING GLASS 2MIN EXGMG GLASS 1. GASS (SEE N SEPARADON S mreE ON SHEET MIN. SEPARATION 1 1 MN. SEPARATION TO GLASS (SEE / 11 FOR BADE DAND TO GASS (SEE TO LASS (SFE 1 EE ON SH 1/16• MAX. ON SF�ET 19 FOR SCHEDULE ON 4fEf ' ON SHEET ON SR BL 19 FOR (b063 -T6) CONi. HADES h •� / i l FOR ET 19 FUR , 1 EE IDE FO FOR I (Dg® ALUM. CLOSER �d/�0 � 1J II;A�08® PLATE. (LOCATE 1/2 AT EDHER SIDE ANN ' I_ / ' \U I � Q) I I I (*USEASA 1' OR 2• MA%. I I jlOx1/z" S.M.S. I ( ` - % (AS APPUCABL.E)x2'xt/9-x0•-2• _ O 16. O.C. , // ` ALUMINUM CUP ANGLE -� V '----� 4 , (6063-T6 ALLOY) AT MIDREIGHT ///��� (1) /10x1/2• S.M.S. TOQ4 6 ® (2)1/4.1 TAPCONS ANCHORS TO SEE DETAIL X F WALL AT 1' DZ- (LOCATE AT SIDE CONNECTION 1 OR EITHER SIDE OF 4Q) 1 OR & SEE DETAIL X FOR OR TO ta0 TRAGTRACKSSIDE CONNECTION v //�� SEE DETAL X F 4 6• 7 a 8 f0 �• �•®- ®-®°1 U•Ll-gO-�'®` 1 ��ON �•�©•©- TO TRACKS TO rRACICs ,q�, ®•®-©•�®•©- �•®"©'�O.'fi.'®a �' ®�• ©- ®• ®-`:Y• ®-\J• ©-�-^� __Q•.�� ®' �-®• ®`� �• ® O. ®-®• ®'�V' ' ®wow©'® �•®s®•®wow©•® ®,®-®,®-®, ®"lJ-©•® -_ -.. - �—=.—�.�.___._ DETAIL 1� END CONNECTION DETAIL(g) END CONNECTION DETAIL Cil END CONNECTION DETAIL POURED CONCRETE OR __...__— __ -. . 4. REWIRED ONLY FOR SPANS. GREATER THAN 12'-0- -� �- --- - — — — — — EXISTING GLASS iON TO GLASS (SEE SCHEDULE ON SHEET I1 FOR BADE (1'AFD ON SHEET 19 FOR i liN1ES 0 h D.C. 1/2- MIN. /1 ORPOURED CONCRETE OR ` 1 ®-®w©• 7Ow CONCRETE BLOCK WNL ��• ®-©• CONREQUICRETE END CONNECTION DETAIL (5� ®•®w®•®e CONCRETE BLOCK WNL / IXIS TNG 1- 1 Q , REWIRED (' CLASS`- +1 1/2' S.M. MIN. SEPARATION ® 18' .C. 10 GASS (SEESCHEDULE ON SHEET CONCRETE 1/2' MIN. I1 FOR BADE(DAND ANCHOR O ON SHEET 19 FOR . 12' o.c. � � I GLADES O & (0) 4 la _1 2"MI _ 2' IMIN. EO -- ♦ SEE UMLLTATIONS OF USE FOR 1(�A OWE ON SHEET 29 R NNECTION RETAIL © -© 1ILIECOINC. OFTILLIi TESTING h ENGINEERING COMPANY 63% N.W. 3fitx. St Ste. JW, Vft9N GA9INN$ Ranh JJI6r Pho : (305)971-1530 . Fax : (305)871-1531 s- il: URaa.Oad.corn = -"NAL 947" •rr• WALIF®A�1Jr. P.E. P.E. SEAL%SfGlM1NNP/WIiE FLOE" Lie. / 44167 V OR®OR�OR © OR ®OR (9 OR PLAN oR 1 DETAIL n HV BLADE CONCRETE VIEW Y X OR®OR D OR OR®OR(9OR(0 OR� END INSTALLATION OR IJ4 HV WINDOW BLADE INTO OR CONCRETE BLOCK WALL. FLQEj6 BUI TNG CODE(High Velocity Hurricane Zone ® 2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM A■S■S■A■ Accordion Shutter System KV. aADE #1 W/ DR w/0 KV. V NIM a" American Shutter Systems REVJW DLsa II'DON DATE DRAWN W. ML Associations Inc. 1 OLD 11-193 N/10/1: DATE 04/10/15 4266 West Roads Drive West Palm Beach. FL 33407 Phone: (800)432-2204 . Fax: (561)209-8380 2 DRAWING No 3p 4 15-080 s SHEET 6 10 OF 20 MAXIMUM SHUTTER SPAN*. . OR 'L–' , MAXIMUM SHUTTER SPA1,4* WIMUM SHUTTER SPAN* 'L+' FOR INSTALLATIONS W/ 'L+' OR "L–" (ft.) FOR "L– DR -L-- (ft.) INSTALLATIONS ® & ®or HV LOCK or or ® or W/ ONE or HO LOCK W/ INSTALLATIONS W/OPPOSING & W/OR SKS NO LOCKI RODS ® OR CENTERMATES & ONE HV LOCK OR OR OR TWO W/ ONE HV LOCK ® W/ TWO LOCKING RODS OR W/ NO OCKING KIN�ODS N/ ONE ®TOP/BOTTOM HV LOCK ® OR ® TOP & BOTTOM ♦(SEE NOTES t.19 RODS ♦(SEE NOTES t.tf 11'-2' 11'-10' 60 10'-2' 10-11' 65 9'-5' 10'-1' 70 8'-9' 9-4' 75 - 8'-9•_ OR 0+ (SEE NOTES tt� � CONCRETE & WOOD INSTALLATIONS 0 M os l LANCHLIL & WOOD INSTALLATIONS 0 M o ya CONCRETE �00 INSrALLAnoNs 0 FLOOR/CEILING P7✓ESIIItE WNL MOUNI41G5 F1RaleE (w) WNL MOUNTING YOUNnNG FLOOR/CfX1G MOUOWMOUNTINGOOR/CEA21G MOUNTING (+ LN -) L+ (fl) L -(I) L+ (1h , L -(>d t+ OR -) L! (y L -� L+ (I) L -IN 30 13'-2' 16'-0' 13'-2' 16'-O' 30 12-3' 14'-9' 30 13'-1' 16'-0' 35 12'-8' � 14'-10' 12'-8" I 14'-10' 35 11'-9" 13'-8' 35 12'-7' 15'-7' 40 12'-3' 13'-10"I 12'-Y 13'-10' 40 11'-4' 12'-9• 40 12'-2' 15'-2• 45 I1'-il' 13'-1' + 11-11, 13'-1, 45 11'-1" 12'-0' 45 11'-9" 14'-3` 50 11'-7' 12'-5' 11'-7' 12'-5' S0 1O'-9' I 1l'-5' 50 11'-6' 13'-7- ' 11'- - 11-1 ' 55 10-6` 10'-11' 55 11'-3' - 12'-11' ( 60 1)'-1' 174' 1i'-0' 11'-4'_`� 60 I 10-3'IO'-5' 60 11'-0'� 12'-4' . led-, :.f0 =iT`, 'TIP= -10" 65 10'-0` 10'-0•— _ —_65 .. _ 10'-9` 11-11' 70 I 10'-6' 10'-6" 10'-2" 10'-6" 70 9'-8' I 9'-8' 70 I 10'-Y 71'-5' 75 10'-1' 10'-1" 9'-10' I 10'-1' 75 9'-4' 9'-4' 75 10'-4' 11'-1' 80 I W-10" W-9' 9'-7' 9'-10' 80 9'-0' 9. 0. _ 80 _ 10'-0' 10'-9' 85 I 9'-6` 9'-6' 9'-3' 9'-6' 85 8'-9' e'-9 85 I 9'-9' 10'-5' 90 I 9'-3" 9'-3' 9'-0' I 9'-3' 90 8'-6' 8'-6' 90 I 9'-5' 10'-1" 95- 8'-4' ' 9'' 3' B -3 95-O 9'-2 II 99'-'-1Y0 " I 8'9" 8' -9' 100 9'_0100 I 8'-7' 7'-11' 8'-4' 8'-4' IDS 7'-11' 71, 105 B-9105 110 I 8'-4' 7'-7" 8'-2'' 7'-11" 110 I 7'-8' I 7'-7' 110 I 8'-7* W-2' 115 I 8'-2" 7'-3'-7' 115 I 7'-6' 7'-3' 115 7-10' I i 7'-4. -4.3" 6-11' 120 �-0` 125 6'-8" 7'-8' 7'-0- 125 i 7'- I 6'-8" 125 8'-5• 130 i 7'-8' W-5' 7'-6' W-9' 130 7'-1' 130 17-10' I 8'-1' 135 I T-7" 1 6'—rI T-4' 1 6'-6' 135 6'-11' 6'-2' -- 135 T-9' Y-9' 140 I 7'-5' 5'-I1' I 7'-3' 1 6'-3' 140 1 6'-10• 1 5'-11' 140 I 7'-7' 7'-6" 145 I 7'-3' 5'-9' I 7'-1' 6'-0' 145 6'-8' 5'-9' 145 I 7'-5" Y-3' _ 150 I 7'-2' 5'-7' 7'-0' 5'-)0' i50 B'-7" 5'-7' 150 I 7'-4' 7'-0' 155 7'-0' S'-5' 6'-10' 5'-8' 155 i 8'-6• 1 5'-5' 155 i 7'-2' 1 W-9' 160 6'-11" 5'-2' 6'-9' T-6' 160 6'-5' 5'-2' 160 T-1' W-7 765 - 6'- � 3 -1' 1 7'-O' 8-4" 5 117Q -2' '- 170 6-11' 6'-2"-2 175 6'-7' 4'-9' 6-5' 5'-0' 175 6'-1' 4'-9' 75 I 6'-9' 6'-0' 180 I 6'-6' 4'-8' 6'-4' 4'-10' ISO I 6'-0' 1 4'-8' 180 i 6-8' 5'-10' 185 I 6'-5' 4'-6' 6'-3' 4'-9' 185 I 5'-11' 1 4'-6' 185 W-7" V-8' 190 6'-4` V-5' 1 6'-2'-� 4'-Y 190 I 5'-10' 1 4'-5' 190 I 6-6' , 5-6' 195 6'-3' 4'-Y I 6'-1' 4'-6' 195 i 5'-9' 1 4'-3' 195 I 6-5' I 5-5' 200 I 6'-2' 4'-2' 6'-0' 4'-5' 200 I 5'-9' 4'-2 200 6'-4' 5'-3' 205 I 6'-0' 4'-1' 1 6'-0' 1 4'-3' 205 5'-8" - 4'- 11A� "�� i vw�- V_ �`� \CFF 4�9_ SAAXIMUM SHUTTER SPAN* "L+' OR 'L–" (ft.) INSTALLATIONS W ,A �: • & W/ ONE HV LOCKS 2 ORW/ NO LOCKING ODSIr P. SEhCJSIG111AfURE/OATE (VALID FOR MOUNTING USE INDICATED VALUES FOR HV CENT TES. SHEET 7) NAxexn ASD. saswt CONCRETE INSTALLATIONS RA FLOUR/CFIIOR MOUNTINGoR MOONRG s SHEET L + L - (R) 30 1Y-2' 16'-0' - -35 12'-8" 14'-10' 40 lY-3' 13'-10' 45 11'-11' 13-1' _ 50 11'-7' 17-5` 55 11'-2' 11'-10' 60 10'-2' 10-11' 65 9'-5' 10'-1' 70 8'-9' 9-4' 75 - 8'-9•_ 0 MAXIMUM SHUTTER SPAN 'L+` OR 'L-" FOR INSTALLATIONS INTO WOOD SHALL BE UMITED TO 105 psf. DESIGN LOAD. * NOTES, (1) L+: MAXIMUM ALLOWABLE SPAN FOR I GIVEN POSITIVE ASD. DESIGN PRESSURE RATING. L-: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE RATING (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL MOUNTINGS OR FLOOR/CERJNG: GIVEN A POSITIVE ASD. DESIGN PRESSUM RATING. DETERMINE MAXIMUM SPAN 'L+' FROM SCHEDULE GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, DETERMINE MAXIMUM SPAN 'L-" FROM SCHEDULE 4 (1) SEE BELOW FOR MINIMUM SEPARATION TO GLASS SCHEDULE FOR SHUTTERS INSTALLED WITHIN THE FIRST 30'-0' ELEVATION OF BUILDING MEASURED AT BOTTOM OF SHUTTER. (2) MINIMUM SEPARATION TO GLASS FOR SHUTTERS INSTALLED ABOVE 30'-0' ELEVATION OF BURRING. MEASURED AT BOTTOM OF SHUTTER IS 3". MINIMUM SEPARATION TO GLASS SCHEDULE: SHUTTER W/ OW jnrK WTHnt.Tr I nCXIAIG RODS FINAL MAXIMUM ALLOWABLE SPAN IS EQUAI TO THE MINIMUM. DETERMINED SPAN UTTER INSTALLATION W/ INSTALLATION W/ BETWEEN 'L+' AND -L-7. SH SYMMETRICAL (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN WALL W/ FLOOR/CD NG MOUNTINGS: FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE RATING: DETERMINE L1+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2+- MAX. SPAN FOR FLOOR/CETUNG MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE A-S.D. DESIGN PRESSURE RATING: DETERMINE L1-= MAX SPAN FOR WALL MOUNTING INSTALLATIONS. L2-= MAX. SPAN FOR FLOOR/COLING MOUNTING INSTALLATIONS FINAL MAXIMUM ALLOWABLE SPAN IS EQUAI TO THE MINIMUM BETWEEN 71+'. "L2+'. "L1-' AND i2 (4) 00 TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND NEGATIVE A.SD. DESIGN PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR SPACING. t H.V. CORNER CENTERMATE 13 MAY BE USED AT ALL MOUNTING INSTALLATIONS. LOCKING I SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY CONDITION J2 NOTE /5. SHEET 5. tt EXCEPT THAT MAXIMUM SHUTTER SPAN i+ OR -L-' AND MAXIMUM ASD. DESIGN PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK SHALL BE UNITED AS FOLLOWS: I- CONNECTIONS TO KEYSTONE MOUNTING UMTTED TO +64•-72 p.s.f. AND 8'-0" SPAN SEE MOUNTINGgM ON SHEET 7. CENTERMATES CENTERMATES 105' 3 3/5e 4" OR LESS >1Q5' TO MAX 3 7/ea 4- ALLOWED2 1/2- FOR HD ((SS��ii((�� (� USE USE INDICATTED VALUES FOR NV-CD47ERNAhS'® MINIMUM SEPARATION TO GLASS SCHEDUL SHUTTER W1 Ot SHUTTER INSTALLATION W/ INSTALLATION W/ SPAN CENTERMATES IILIECOiNc 105' 2 3/4' 3.3/16' ,A �: • TILLIT TESTING & ENGINEERING COMPANY 0.'•. • Q 6155 NN. 3elR SL, SI- 3a5. VYi6111A GARDENS. F OROA ST161 p y� = VIOHAL c `\ (305)871-1530 . Fa, : (305)871-1531 --I: Mt«osom.— Eb-0006719 P. SEhCJSIG111AfURE/OATE WALTER A TINT Jr. P.E. FLORIDA Uc. 1 44167 CENTERMATES CENTERMATES 105' 3 3/5e 4" OR LESS >1Q5' TO MAX 3 7/ea 4- ALLOWED2 1/2- FOR HD ((SS��ii((�� (� USE USE INDICATTED VALUES FOR NV-CD47ERNAhS'® MINIMUM SEPARATION TO GLASS SCHEDUL SHUTTER W1 Ot SHUTTER INSTALLATION W/ INSTALLATION W/ SPAN CENTERMATES CENTERMATES 105' 2 3/4' 3.3/16' OR IFSS ter S Accordion Shutter System >105" TO MAX, 3 1/4' ••+ 3 1/4` ALLOWED REV3b DESCRLPDON DATE DRAWN 8r: M.L. •e USE 2 15/16• FOR FIV Y' LOCK ® W/ fA'A USE 4 1/8' FOR NV T LOCK W/ USE INDICATED VALUES FOR HV CENT TES. ucr i A710N F ND \ CONCREIE & MMLSORY WOOD WALL A, B. C. D, E, M. N. 0, P. Q, R MOUNTING F, K & L S & V. FLOOR/CEILING G. H. I. Il + J. T, U, W & X. MOUNTING + M. (1) HV BLADE G CME(High Velocity Hurricone Zone ® 2015 EASTERN METAL SUPPLY, INC- BERTHA T. BERTHA ter S Accordion Shutter System H V. BLADE #1 W/ OR W/0 HV. YWNDOW BADE American Shutter Systems REV3b DESCRLPDON DATE DRAWN 8r: M.L. Association, Inc. I OLD 11-193 )F/lo/15 DME 04/10/15 4268 West Roads Drive 2 DRAWING No West Palm Bench, FL 33407 3C Phone: (800)432-2204 . 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D)$M( NEGATIVE LOAD AND A QURRMPMOM MMWTNG TYPE FOR Fn- au IATIDFLS (SEE MOUMD" I- G. M: H ON SHEETS 6 A 7) POURED CONna7E MM:401N ©WALL SILL MOUNTING ©CEILING MOUNTING OH FLOOR MOUNTING HORS SPSING LEGEND ASA DESIGN NEGATIVE LOAD ( ) ASD. DESIGN NEGATIVE LOAD ( ) ARO. DESIGN NEGATWE UatD ( ) TAPCAN WITH ADVANCED JO 10 W 75 90 120 160 205 70 40 80 751-11-11- 205 -'41401601751901121 160 205 TTAPCDFOR11 TECHNOLOGY 14 12 10 9 8 0 I. 55 14 12 70 9 0 6 6 6 14 12 10 9 0 8 6 0 _ _ _ _ _ _ _ _ _ _ _ _ _ 14 12 f0 9 0 0 6 6 AL POINT SOLID -SET OR 14 12 10 9 0 t 6 • 11 12 /0 0 _ e 0 8 0 14 12 10 0 8 8 8 0 IRIUE TAP W/ CAP 14 12 10 9 8 0 • 7 14 12 10 9 6 6 11 0 14 1121101 9 0 8 6 0 TAPPER+ tf 12 10 9 0 7 36 13,5114 12 10 9 0 6 1 0 14 12 10 9 8 e e 5 14 12 10 9 0 8 8 S.e _ 14 i4 6'-0' 'r -a• 0000000 o0i moon©oo m�[) m[�3t/Fi0vOC10 [� mo©m000mm¢ DODOVOODOC ,,..,ITr�YYwt�otMau moo©OOCImcE L I E C O .... \ e3©00000m¢ • . 00000000a 000©00,0® ' • m®©ovoo m EMEE 000000000 m©00000 ma m000000m k ENGINEERING COMPANY vma0000 m 0000000 omoovoom v EMn00000 m v000000m West Palm Beach, FL 33407 Phone: (800)432-2204 . Fax: (561)209-8380 �000000 v000000m 0 t�ooravoo® 0000000® vo0r00000Q mvv0000 no v000000mo 0000000®o 0000voo 00000000 00 Iv0000taoan oeoetsoto wO0000O vi ov000000e wwwww wwTi:a s; mm �n Qmmm �0©C om©le OMMO M©1211 ri©n0 00©C TaMMO ©O©C o©vo XIM"e BOOM �]�ttl 00000 0000E O©DOC ©n000 _ wee t>FAMMM ©nao0 elt�tse mmmm NO00 �v o0 0000=0 e0omoo ©=moo oomoo �omvo caw�ww� • ekF MONS OF USE FTR 9/WE 4N SHEET 19 111"ILAIL&M 70 o©oo mOOO ©000 ©000 ■ ED o nmoo ■mm©oo ■m©000 ]m©C•OCI 3.mn000 ■� vov ■ ©0000 .31MIM 0 ■vmoovo ■vov000 ■D©OCIOCI ■©00000 ]©®0000 ■nm0000 X000000 jtr.■00000 N©oovoo L I E C O .... \ >t000000 • . ��v0000 �©00000 ' • ■000000 • L # SPECIFICATIONS ON ANCHOR REQUIREMENTS: POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES 1. ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: (A) TO EXISTING POURED CONCRETE: (Min. fc - 3 ksi) 1/4.0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS. AS MANUFACTURED 9Y I.T.W. BIALDE)L (Min fc - 3 tai) - 1/4"0 x 3/4" ALL POINTS SOLID -SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT k SPECIALTY CDMPAM'- (Min. C. = 3 Ksi) 1/4"0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC (Mtn. fc = 2 Esi) 1/4"0 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS. INC., AND DISTRIBUTED BY ALL POINTS SCREW, BOLT d SPECIALTY COMPANY OR ANY OTHER APPROVED UCENSED OR AUTHORIZED VENDOR REGISTERED WITH THE A1EW.M SHUTTER SYSTEMS ASSOCIATION. INC. (Min. fc - 3 tai) NOTES - A_, ) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ ANCHORS IS 1 3/4 AND FOR BLUE TAP W/ CAP ANCHORS IS 1 1/2-- A_2) MINIMUM EMBEDMENT OF 1/4"0 x 3/4" ALL POINTS SOLID -SET ANCHORS SHALL BE 7/8" INTO THE POURED CONCRETE NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4-0-20 S.S MACHINE SCREW USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO DaST, AND 1' MINIMUM FOR WALLS WITH NO STUCCO. AL3) W CASE THAT PRECAST STONE, PRECAST CONCRETE PANEL, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WAL OR FLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES AL1) h AL2) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EFS WITH OR WTHOUT META STUDS CONSULT THIS ENGINEER. FOR INSTALLATION INTO ETES WITH META STUDS SEE SHEET 28x. (B)TO EXISTING CONCRETE BLOCK (ASTM C-90) - 1/4.9 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY LT -W. BUILDETL. 1/4Y NCH x 3/4' ALL POINTS so ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW. BOLT 3 SPECIALTY COMPANY. 1/4"0 BLUE TAP CONCRETE ANCHORS W/ GAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT. INC. - 1/4"0 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS. INC.. AND DISTRIBUTED BY ALL POINTS SCREW. BOLT k SPECIALTY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION. INC. NOTES: B.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF BLUE TAP W/ CAP ANCHORS AND TAPPER+ ANCHORS IS 1 1/4' AND TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1". 82) MINIMUM EMBEDMENT OF 1/49 x 3/4' ALL POINTS SOUD-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4" 0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO E70ST, AND 1" MINIMUM FOR WALLS WITH NO STUCCO. B.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE AWN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES B.1) & 8.2) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EFS WITH OR WITHOUT META STIRS CONSULT THIS ENCNEER FOR INSTALLATION INTO EFS WITH META STUDS SEE SHEET 284 (C) ANCHORS SHALL BE INSTALFD FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE (ED.) VERSUS SPACING RELATIONSHIP FOR ANCHORS. EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DLSGNCES INDICATED BELOW. FOR E 0. LESS THAN THE INDICATED, REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. FACTOR ACTUAL TAF00N1 W/ ADVANCED TNRFADFORM TECHTAPPER + EDGE ALL POINT SOW SET BLUE TAP W/ GIP DIL'TAANLE MIK SPACING MIN. SPACING E.D. 3' 4" jQN. SPACING 3 1/2' MW. SPACING = 3' 3 3/4" 4" PONTILE OIMiIE ORAE TiOfJC BRED CONCRETE & POURED CONCRETE U6D A POO"C ETE CDNHTE "Do' CONCRETE BLOCK CONCRETE BLOCK MN EIl=3 1/Y 101 EDL .21/2' MN F1 MR FD =3 1/r MN Ea=r =J 1/Y MR En=2 1/Y 3' 0.90 1.0 0.78 1_0 0.84 1.0 2 1/2' 0.81 1.0 - - 0.67 1.0 2' 0.71 - - - 051 - 1 3/4"- - I - I 0.43 - 0. K1D911os,N,s wH 0.35 FLORIDA BUILDING CODF, H ah Velocity Hurricane Zone © 2015 EASTERN METAL SUPPLY, INC - BF HAL NC.BERTHA HV L I E C O .... \ A. S. S TM Accordion Shutter System ■A. KV. RADE ¢1 W/ OR W/0 FIV. WNDc) Y a DE Amerfcan Shutter Systems REV.N,i DESCRIPTION LATE DRAWN BY: M.L TILLIT TESTING k ENGINEERING COMPANY Association, Inc. I OLD 11-193 )4/10/15 DATE 04/10/15 6353 NW. 361n R. Ste. 3Ri. WRGINIA GAIMENS. FLORIDA 331M 4268 West Roads Drive 2 Phone : (305)071-1530 . Fax : (705)877-1531 e-mdL UlteooOsd.com 173-00x6719 West Palm Beach, FL 33407 Phone: (800)432-2204 . Fax: (561)209-8380 DRAWING No 3 p 4 15-080 WALTER A TILLIT Jr. P.E. FLORIDA L;e. / 44167 3 SHEET 6 13 OF 20 11. Z p a N F- =0 I O oW O �q N = o Z-0 N c z � 3 ZOri� o 3 I =Y 0:g o k o V" IJJ s. 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W _ _ u ,e m a • e _ 1 _ ®�n©000 �mmnomvo mmmonnee FLORIDA RIIII (High Velocity Hurricane Zone. ,1�/j1 , ,4•4A...........v 0 2015 EASTERN METAL SUPPLY, INC. ='F' 9 -. nnnono©o mmmoovoe mm�� BERTHA HVTM amoo®ovo �mm©mese IILIEC O �N�. noo©m000 nmo©mmmm mlm OM=us mn®omm®mmovommmmmoonmeeloonon®oomm000mmommm American Shutter Systems H.V. BADE X11 W/ OR W/0 H.V. WNDOW BADE REV.N DESCRIKION DATE ORA" a+� Wl ^^11 CC /:� •. TIWT TESTING 8 ENGINEERING COMPANY 6= NW. 36M 54 SG. 305. WYRIIA GARDENS. FIDRIM 11161 ®oma mmmmmmm mmmoommm Ilemml�onlse Pharr oloon0000 mmmnmmmm mmmmmoe oommmmo mo©®omom 3Eil'Ei©mevae oo1©m000m mo©mmmmomo©r®mom 4 immmmmoom®mnommom�mo©esenomn©©oommmommomm®mm® - P.E. SEAL/SIGTiAIURE/DATE WALTER A. 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BERTHA HVTM IILIEC O �N�. A■S■S■A. Accordion Shutter System American Shutter Systems H.V. BADE X11 W/ OR W/0 H.V. WNDOW BADE REV.N DESCRIKION DATE ORA" a+� Wl ^^11 CC /:� •. TIWT TESTING 8 ENGINEERING COMPANY 6= NW. 36M 54 SG. 305. WYRIIA GARDENS. FIDRIM 11161 Association, Inc. 1 OLD 11-193 :4/t0/1 DATE 04/10/15 Pharr : (305)871-1530 . rax : (305)871-1531 e mat 1.Ax00aol.oam 4268 West Roods Drive West Pc1rn Beach, FL 33407 2 DRAWING No �ONALENG '': ®- 715 Phone: (800)432-2204 . Fox: (561)209-8380 4 15-080 - P.E. SEAL/SIGTiAIURE/DATE WALTER A. TILUT Jr. P.E FLORIDA ua. ►44167 5 SHEET �� 14A OF 20 MAXIMUM DESIGN PRESSURE A GIVEN MAX. SHUTTER SPAN RATING (p"s•f") AND CORRESPONDING MA)QMUM ANCHOR+ SPACING (jn.) SCHFnUlF FOR WINDOW BLADE WORKING IN UNISON* . S¢ ay(ialaxs 11F 115E - BIACE W SHEET 19 NEGATIVE A.S.D.DESIGN PRESSURE RATING AND A (SEE MOUNONGS ON SHEETS 16 8 17). CORRESPONDING MOUNnNG 1. ANCHORS TO WAIL. FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS !EE3 U B:S-.TRATE -SOUTHERN PINE No. 2 W/ G-0.55 (N.D.S) - 1/4.0 TAPCON ANCHORS. AS MANUFACTURED BY I.T.N. MUCK W/ WMMUMI EJOMMENT 50UTHW 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 Mw. G-0.55. FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. . G=MIN. W/ G=0.36 PLYWOOD FIR W/. W/ MN. 0=0.43 W/ MIN.- G=0.36 2. ANCHORS TO NOILOW CEILING SWILL BE AS PE32 IIDUIFIBHG NPE U. SHEEP 17 AND SHALL LAG SCREWS AS PER NOS 2D12 ¢`6Fr-%TK* : CON56f OF -MIL 1/2- COX PLYWOOD (1966 APA) irna r.�tW SPAr4 (� WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEIUNG MOUNT T WALL MOUNTINGS COUNG MOUNT T M►M4pAA�iiiii -� M. N. O & R FLOOR MOUNTINGS M. N. O & R FLOOR MOUNTINGS MNO & R FLOOR MOUNTINGS MOUNTINGO. WALL MOUNTN4G5 B.O. WALL MOUNTINGS WALL MOUNTINGS B.O. WALL S B. W& X W , , &X W& X P &0 S & v S & v SA1N E36M WAETGIF Miiwwa Winn an®EmmwW 1paxa K= ""flE%Kw6wLU "a WNtN®iEi liplSlmawfam FR(j opam1®EMw 30 40 1 60175 1 90 105 30 40 60175 90 05 30 40 160175 90 O5 30 40 160175 190 h05 30 40 60 5 190 05 30 40 1 60 175 190 405 30 40 160 175 190 4 05 30 40 1 60175 190 h05 30 5 90 105 30 40 60 75 90 05 0" OR LES`_'T2 70 10 9 8 8 6 6 6 6 6 6' 12 10 ID 9 8 8 6 6 616 6 6 12 10 10 9-18 8 6 6 6 6 6 6 6 5 4 4 4 3 12 12 12 12 12 12 12 7712=1?12 12 12 12 12 2 *U12 4'-0' 12 70 70 9 8 8 6 6 6 6 6 6 12 f0 10 9 8 8 6 6 6 6 B 6 12 10 70 9 8 8 fi_ 6 6 6 6 6 6 5 4 4 4 3 12 12 12 12 12 12 12 12112 12 12 12 12 12 12 12 5•-0• 12 10 70 9 8 8_ 6 8 B 6 6 .5 12 10 10 9 8 8 6 6 6 6 6 5 72 10 10 9 8 7 6 6 6 6 6 5 6 5 4 4 4 3 12 72 12 12 12 12 12 12 12 72 12' 12 12 72 12 12 12 0.5 6'-0' 72 10 10 9 8 00.5 6 6 6 6 5.5 .5 12 10 10 9 8 5 6 6 6 .5 5 S 12 10 10 9 6 .5 6 6 6 6 5 4.5 6 5 4 4 -5 - 12 12 12 12 12 12 12 12 2 12 12 2 12 12 12 12 iD BS 7'-O' 12 10 10 9 65 4 6 6 6 S 4.5 4 12 10 10 9 5 3 6 6 6 5 4 3.5 12 10 10 7 5 - 6 6 6 5 4 3.5 6 5 4 4- - - 72 12 12 12 72 12 2 12 1 .12 2 10. 2 1212 12 0.50.58-5 7.5 B'-0• 12 10 10 7.5 4S 3 6 6 6 5 4 12 10 10 8 .5 - 6 6 5 .5 35 3 12 10 10 4 - 6 6 3 .5 .5 3 6 5 4 - - 12 12 12 72 12 12 -i2 12 12 12 11 95 12 12 11.5 9 7.555 9'-O" 12 10 10 5 .5 - 6 6 5.5 C5 J.5 3 12 10 9 L 6 6 14.514 13 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 11.x`3.5 8.5 12 12 10 8 0.5 .5 10,-0, 12'10 7.5 4 - - 6 6 5 4 3 - 12 70 6 3 - 6 6 4 .5 J - 12 10 3 - - 6 6 4 .5 3 6 5 - 12 72 12 12 1.x -.5 12 12 12 10. .5 7.5 12 12 9 7. 6 5 - 11'-0' 1210 5.5 - - 6 6 4.5 - - 2 10 4.5 -p__ 6 5.5 3.5 - - 12 10 6 .5 ♦ - - 8 5 - - - 12 2 12 12 10 8.5 12 12 12 .5 8 7 12 12 11 0S 55 4.5 12'-0' 12 '10 4.5 - 6 6 4 - - 12 10 3.5 -- 6 S 3.5 - - - 12 10 - - - 6 5 J.5 - - - 6 5 - - - 121. 9.5 8 12 12 11 S 7 6 12 11.57.5 613'-0' 12 X10 - - 6 6 - - 2 10 - - 6 4.5 - - 72 .5 - - - - 6 .5 - - 6 .5 - - - 12 2 12 0. 8.5 .5 72 12 108 '5 5S 12 05 7 `S 4.5 4 14'-0" 12 10 - - - 6 5.5 - - - - 12 7 - -- .5 .5 - - 12 7 - - 5 - 6 3 286212 9.5-.5 6 4S 72 9.5 .5 5 4 3 - - - - 6 - - - - - 12 - -- 5 - - - - - 12 - - - - 5 - - - 6 - - - - - 12 12 71 9 5 5 12 12 8.5 .7 6 4 12 9 6 5 416'-0' 12 I - - - - - 6 - - - - - 12 - - -- 5 - - - - - 1. - - - - - 5 - - - - - 6 - - 19 t2 h0. 8.5 6.5 4 2 72 6 6.5 5 3 11. _5 .5 4.5 35= i1 -i HV BLADE OR n HV BLADE W/ DAA HV WINDOW BLADE WORKING IN UNISON* . S¢ ay(ialaxs 11F 115E - BIACE W SHEET 19 + NOTES ON ANCHORS REOUIRFMENTS: WOOD SUBSTRATES. 1. ANCHORS TO WAIL. FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS -. 3. SUBSTRATE SHALL CONSW OF TIE FOLLOWNG: -SOUTHERN PINE No. 2 W/ G-0.55 (N.D.S) - 1/4.0 TAPCON ANCHORS. AS MANUFACTURED BY I.T.N. MUCK W/ WMMUMI EJOMMENT AS INDICATED AT -DOUGLAS FIR W/ C <LW (N.OS.) . EACH SECTION ON SHEETS 16 & 17. -SPRUCE P IW FIR NORTH W/ G-0.43 (N.OS.) EXCEPTICK SEE NOTE 2 BELOW. -SPRUCE PM FMR SOUTH W/ G--OJ6 (RDS.) 2. ANCHORS TO NOILOW CEILING SWILL BE AS PE32 IIDUIFIBHG NPE U. SHEEP 17 AND SHALL LAG SCREWS AS PER NOS 2D12 ¢`6Fr-%TK* : CON56f OF -MIL 1/2- COX PLYWOOD (1966 APA) 4. ANCHORS SITYEL BE MISTALLED FOLLOWINC ALL OF THE RECOWENW1ONS AND SPEC1F1CU1ONS ANCHOR'. MANUFACTURER - OF THE M►M4pAA�iiiii -� Hi h VelocityHurricane Zone e4 ,............ �• ® 2015 EASTERN METAL SUPPLY. INC. �` BERTHA HVTM ?'A / ' I L I E C O S S A \ Accordion Shutter System N G . . . . • FLY. %AIDE 11 W/ OR W/O FLK 1WNDOW BLADE p TE American Shutter ttllYtls �, REVJI, pESCRIPIION OAIf DRANN W: W.L. OF "• �% /C/ TILUT TESTING & ENGINEERING COMPANY 6363 M.N. ]eM. SA. Sb. JWP. Yi1OM C!/IF]S. R111fM 3316E Association, Inc. t OLID 11-193 x/10/1 DATE: 04/10/15 C . n E ••••••••• Pt-: (305)871-15}0 . I. 4268 Wast Roods Drive FL 33407 2 � .44 r L 67faca0aa1.c9m West Palm Beach ES -0006719 Phone: Fax: 3 15-080 (800)432-2204 . (561)209-8380 WALTER A TUU Jr. P.E 4 P.E. SEALfS�GFiAYUKE/DATE _ FLORIDA U.. / 44167 6 15SHEET OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (D HV & g HV* BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L- FOR INSTALLATIONS INTO WOQD WITH HV BLADEn Od.LY SHALL JK LIMITED TO 105„0 Rsf, A.S.D. DESIGN PRFS_S_IIRF RATING SEE SHE SAN do A.S.D. / 1/4'0 TAPCON WITH ADVANCED DESIGN PR _SSURE RATING FOR INSTALLATION WITH BI AU 1 WORKING IN UNISON V i THRFAOFORY TECHNOLOGY - - W/ PENE7RUION _ 1/4'0 TAPCON OCEO OF THREADED AREA TO / 7FIREAOFORM TECHNOLOGY GY EXISTING WOOD HEADER. w/ 1 1/2' Min. PENETRATION I I AOR 1 (SEE SCNEDUIE ON SHEET 15) E�)DSTNGTM G MOD HEADEREADED AREA R. I ro SEPARAMON ( SEE (SEE SCHEDULE ON SHEET 15) 11 'FIR 1” Is. 1/4.0-20x3/4' SS. MACHINE SCREWS DaSTNG I W BEET 19 libfi W/ 1/4-20 NUTS O 12' O.C. �� ) I OR� I _ FlWSF1 r n 1 'F](LSHNG MN. WALLFINISI aR� 2'x4' WOOD —(DOR® _ HFADQR REWIRED O _ _ I EXISTING MW. cls 2'x4' WOOD/ 1/49 TAPCON WITH ADVANCED EXISTING 411 SWA%kTRN I I HEADER REWIRED ' TMEADFORY TECHNOLOGY �`r' TO MASS (SEE I _O ' - W/ 1 1/2' Mn. PENETRATION MIN. SEPARATION I I 2•x4WMT. SILL OF THREADED AREA O 11 FOR BADE(t�M.f� rf TO GLASS PLATE REDO. MIDWIDTH OF WOOD PLATE- SCHEDULE LATE 513iED.lE HAgP.TT Exp—(OSHEET SEEEDU I _ (SEE SCHEDULE ON SHEET 15) O h 1 *HV WALL HEADER INSTALLATION O HV WALL HEADER INSTALLATION OHV WALL SILL INSTALLATION 1 - — I MIN. SEPARATION EXGLASS T i MIN. SEPARATION TO (LASS ) Gt� YIN. SEPARATION I ��—�� TO GLASS p7��(SEE SCHEDUU, 1 TO GLASS �l EXISTING (SEE SCHEDULE l'J IX�T 1 ON SHEET 11) Y 'x4" CONE. I—(SEE SCHEDULE—y ON SHEET 11) x ,�..I z' EDg PLATE I1+ ON SHE7-T 11) I EO'D. " — 121 1/4'0-20x3/4' S.S. n 1/49-20x3/4' S.S.SI - 1 MACHINE SCREWS W/ MACHINE SCREWS ' /4 O-20 .C. NUTS O I I .� I USING 1/4"-20 NUTS FINISH WALL\ //\\/, l,Y a l T I O 12[x'/7 D.C. I I I //{1/ OR@ OR 1 OR I{{ @ r;.R L 1 2' 4' CONT--' / 1 1 OR , WOOD PLATE III y i Y ® REDro. 1 .�.` �1/4'0 TAPCON WITH ADVANCED THRFADFORY TECHNOLOGY \1/4'P TAPCON WITH ADVANCED L/4�11 TAPC04Tom, CED W/ 1/2' Yin. PENETRATION OF THIR FORM TECHNOLOGY 1�g. / I `• THREADED AREA INTO PLYWOOD. W/ 1/2' Min PENETRATION ( 1 -SEE SHEET 4 FOR TYPIGL 2' 4' CONT. �X, W/ 1 1/2' Tin. PENETRATION _ THREADED AREA INTO PlYW00D. SILL PLATE I _ OF TI)TH OF AREA O 111111 (SEE 5(]EDIkE ON SHEET 1s) SHUTTER T 4 TORY. / REOb. 11)I All OF THRH DE WOOD PLATE '-Y DUSTING 4N. 2'x4' STUDS (SEE SCHEDULE ON SHEET 15) 2 -MOUNTING SECTIONS CAN BE FINISH (SEE SCHEDIA.E ON SHEET 15) O i6' O.C. MAX. REO'D. COYBNED IN ANY WAY TO 1 1/2' MIN. COX PLYWOOD REOb. SUITE" UIT ANY INSTALLATION. XISTNG 4N. 2'x4' STUDS O 16' 0. C. MAX. REO'D. STEW TO BE ATTACHED TO 1/2' WN. CDX FTNLSIC PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE STUDS N 322ACCORDANCE WITH PLYWOOD REO'0. WITH SECTION 2322 OF THE F.B.C. SECTION 2322 OF THE F.B.L. R HV WALL SILL INSTALLATION //�/ ♦ SEE DURATIONS EE USE OF ©HV WALL SILL INSTALLATION � EP ` BADE 1A ON SHEET ® FlOR64 BUILDING CODFt 4 Velocity 1 Ni h Yelxi Hurricane Zone_ /. % ® 2015 EASTERN METAL SUPPLY. INC. v[r N.y BERTHA HVTAR IILIECOINCA A■S■S■A■ Accordion Shutter System TLV. RADE #1 W/ OR w/0 HV. WINDOW a" TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV -14. DCSCRlrtloN DATE DRAWN Bf: M.L. ILM 3RR SL. SL. 3M Mt41W GARDENS, nDRWA 3776E Association, Inc. 1 OLD 11-193 N/10/1 DATE 04/10/15 �� •... ` 11 Ph— : (305)871-1530 . Fm : (305)871-1531 4268 West Roods Drive 2 DRAWING No '--O�AL •r� 111 WALTER A. TR1719 P.E. Phone: (800)432-2204. F(5ch, FL 6209-8380 4 15-080 P.E. SEAL/SIGNATURE/DATE FLORIDA Loc. % 44167 5 SHEET 6` 16 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR J) HV & I& HV* BLADES (AS APPLICABLEI MAX. SHUTTER SPAN L+ OR L- FOR INSTALLATIONS INTO WOOD WITH HV BLADEn ONLY SHALL BE LIMITED TO 105.0 nsf.. A.S. DESIGN PRESSURE RATING, SEE SHEET 19 FOR MAX SPAN & WALL FINISH A.S.D. DESIGN PRESSURE RATING FOR INSTAL, ATION WITH BLADE 1 & A) WORKING IN UNISON. t/t'► TAPCON WfOi - - 1/4.0 TTP) TNRWIDFORM EO—I--EO---t-2' NLN. DGE (IF APPLICABLE) TECHNOLOGY W/ 1 1/2' Min. 4'x8• (LGn.) E)05TIt/C� 1 I —/� PENETRATION OF THREADED WOOD BEAM REOUZl ;, I ' AREA TO EXISTING WOOD STRUCTURAL ADEOWLY HEADER- 1/4•f -20x3/4' S.S. OF EXLSTING W000 BEAM - i- EXISTING wooD IZ (SEE SCHEDULE ON SHEET 15) 1•Min. PHILLIPS TRUSS HEAD REGISTERED CERTIFIED OR � — TRUSSES OR 24* E O W/ 1/4 SCREWS20 NUTS AITCHIIECT PRIOR TO - 1/z Y`1/2. / oR c.�REailn O 12' O.C. SHUTTER INSTALLATION. = 1/4'0 TAPCON W1IN — 1 OR ADVANCED 1NREADFORM / T EXISTING SOFFIT .257• TECHNOLOGY W/ 1 1/2' Min. / /-3/4' Ila:. TKK. PENETRATION OF THREADED 1 ( 1 M � AREA TO f]fI5I1NG WOOD fiFPA 14x3 4' E 1•x4 -x1/8• COW. ALUM. TUBE i / II _ - O 0 6063 T6 ALL W _I (SEE SCHEDULE ON SHEEr 15) S.M.S. ( / O.C. I I (3) 5/16'f LAC SCRUMS TO Or ©OF © EACH RAFTER OR TRUSS. OF ©OF OS I LOCATE LAG SCREWS AT 1 EXISTING YIN 2•x4' I I YDWID7H OF D0Si14G WOOD EXISTING �I;,I HEADER REO'D MIN. SEPARATION �l I OPEN HOIi AT EACH I I I! MEMBER. 2"Min PENETRATION Of GLASS � To CLA55 I I I . STUD TO ACCEPT I (. THREADED AREA VALID FOR EXISTING -{ I INSTALLATIONS WITH 72 pet 1 (SEE SCHEDULE ON SHEET 11) 1' GLASS _J ) AT c1EI OF TUBE I MAX. A.S.D. DESIGN LOAD AND � --A✓— I I Mn gAWVIiN I 1 I 9'-0' MAX SPAN. THIS To aAss MI m I 'C-1 FOR WOOD w/ ONLY SPECIFIC O HV WALL HEADER INSTAL,.LATIONl9°w�"ERe U]e0 1JaS71NG -1 slln.E O+(s4� -1 ' I cRAv1n OF o.so As DOucus 1 9.WLS I v T8R I GLASS -_..i O/ sH 9QR I , FIR OR SOUTHERN PINE No. 2. Oto i I BeaLspa� r- 1008 OR EQUAL -SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY. I —T —i �J7•, I �._-__, _. . I 2 -MOUNTING IN �IWAYTO SUIT � BE STAALL�ATIONN.. I OHV CEILING INSTALLATION l OU HV CEILING INSTALLATION 1 11 -r— _ I ro a(sEr: T 1 OR-- - - -- - I MIN. sEPuuTwei-.{.1 - TO CUSS •y/��� I MIN. SEPARATION 19amAc a slew -� EXISTING I(SEE SSCHEDULE —(SEE SCHEDULE ON SHEET 11) 'a y . \Y ON SHEET 11) Exlm--0 CLASS\11 ® 1 I I 1 i t 1 I ALANctIOR ! I I ExarltlG I 8 i I 1 WALL1 FlNISH vi -_1 - I LACA710H 3/ MIN. , I I DECK REQUIRED T- 1 1/4'� WASHER HEX 1 19Max. © 7 3/e Yl WASHER HEAD TEN - �(NO FINISH ALLOWED) 2•x6' MIN. WOOD I SCREWS O 12• .c I J DECK REQISH ALLOWED) (NOED) - .( - OF DECN FlNISH ALLOWED) _ -- i- ��L�E•SS.EDGE OF DECK 2 �•_ 1/4.0 F.H. TAPCON WITH 1/4.0 TAPI.'ON WITHS HEAD F APPLICABLE _ - ADVANCED THREADFORY ADVANCED THREADFORM Min. MACHINE SCREWS �- L(c�--�/L TECHNOLOGY W/ 1 1/2• Min. TECHNOLOGY W/ 1 1/2' Min. W/ 1/4'-20 NUTS 2' NM.A -2' MIN. DECK FPENETRATION OF THREADED 2•x4• CONT. _ PENETRATION OF 714READED O 12' O.C. 7 APPLICABLE�2' MW.-- AREA O MDWID OF WOOD / SLL PUTE - AREA O DOD MNOTH OF WO1/4'0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY PLATE REO'O. ATE W/ 1 1/2• Min. PENETRATION OF THREADED AREA INTO WOOD DECK. (SEF SCHEDULE ON SHEET 153 (SEE SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) ♦ SEE ATIONS OF USE OF V HV WALL SILL INSTA I ON �T 19 I QX HV WALK -OVER INSTALLATION 0 uAnoN ,AA��A.WO HV FLOOR INSTALLATION h Fl OR►M BINLDING CODE(Hign Velocity Hurricane Zone � _ �(%r✓� -- ® 2015 EASTERN METAL SUPPLY, INC. .UPPP 5. 9 . BERTHA HVTM -4A S S A Accordion Shutter System 1 I I L I E C O INC. H.V. e(AOE 1 W/ OR W/O FIV. WNDON a" American Shutter Systems REV.N. D aN DAM DRAM BY: M.L.. �y /� TILLIT TESTING & ENGINEERING COMPANY •__ J y1TE Vf Amoclatlon, Inc. 1 OLD 11-193 74/10/1 IYJE 04/10/15 �QR 1 6355 N.W. 361R sE, sls. 305. vnawA GYi0EN8 1-153 3316E V•'••,�tU1{1t/;. Plwna : (3Dslen-1530 . Faz : (3o5)fin-tssl 4268 West Roads Drive 2 DRAWING No IL' \ e-rrlail: Ulleco0aol.cwn West Palm Beach, Fl. 33407 3 EB -0006719 Phone: (800)432-2204 . Fox: (561)209-8380 4 15-080 rS/Q A,�,, T_.� WALTER A 7YliT .t. P.E.i .-E _ �SFAL/, I. DATE FLOROA lie. 044167 6 I 17 SHEET 20 END INSTALLATIONS 01 HV & 1C4A HV ♦ BLADES INTO 2"x4" MIN. WOOD STUDS. v//////// IP000 57006.:, ;/ TAPCON WIN ( / / / / / / - 2•a4- MK ;AM TNRFIDFORY 2'x1' YN. WOOD / / / / / / / %T �? r- W000 51LTO5. QLS APPl1G1a� / TECHNOLOGY ITO BULDDc I\ / AS W1� e\\, AN610R5 0 6' O.C.SNDS REOb. SRI05 REU' ( APPLIC 18LE) f7N1 \-Z rP HEfM/T120N INTO SSTT ASW0/MIN.1/2- TH EADEDEXISTING CLASS PENETRATION TO 1/Y CO%RTWiWO IP NO SRID6 EASEEXISTNG GLASSEXISfNG (.VAS /� pasTNG GLASS i C �1 /Ep \\ 101 SEPARAnuN 1/r LLI)L CY( ) \ \` } Y - UN SEPWRITION _ YN spWWIOI SCHEDULE ON (SEE ....-. „� 1/z r - c.• ,FL�� "r:: YN s wl� - To CLASS � - TO MASS (stF 11 FOR RUDE QAND ��: •• -•••_ %"S `\. .�. TO G A65 « SO*DUE ON SHEET 1/2' W. COX �.. ,: ;"t- �EnAE ON SHMT 1/1Cx3' 1�{1L / s7Ewe 1N 9EEr w ^^^ ++t?- i. n Rx a.10E m,vo PlrrrooD. L ' ..� ®� arom a Q (6LtTs) Fns L/z• YYpX 11 FOR MADE mAND/� i ON sNm H rm /2 ON SHEET t Tac AU.N. CLOSER ON SFH7 19 FOR WALLJStAoEs. 12'YN. PLATE. ODUTE N/s Ime® �yyL ��0® S AT ETHEROF _ ,10.1,2' 0. 016 O.C. {11/2• S.LLS. S.M.S. 016 O.C. 7� 4 n1NaFAolaaN t@exaatX 4 � wNv .Noor /-61 SEE DETAIL % FOBJ 1 OR ♦ L - g t OR `DDE ®♦ jo C1ydE'CiION SEE DETAIL % FOR I OR ®♦ TO TRACKS ' SFE DETAIL X FOR 4 T SIDE CONNECTION To TRACKS J) TO TRACICS 12 ©•CSD-®•�•Q END CONNECTION DETAIL (2 END CONNECTION DETAIL(AEND CONNECTION DETAIL END CONNECTION DETAkL ETOsTNG GLASS 1/4'0 TAPCON WITH 1//•1 TAPCON WITH EXISTING 1 * IET7UYtm OMLX FOR SDANs GREATER 1H12'-0- ADVANCED TH EAOFORM ADVANCED TTRtEADFDRN ( / TECHNOLOGY ITW BURDICK TECHNOLOGY Re SUIDU 2.e ANN. Rood ANCHORS 0/ 1 1/2WL ANCHORS R/ 1 1/2• Lel I ♦ SEE LIMITATIONS OF USE OF THREADED PENETRATION THREADED PENETRATION BLADE to ONS OF S %l0ai/2' SJLS. W. gSS (SEE I 4 To LASS (S E SIU06 REO'D. Flip SflxLS a tY OJ:. INTO STUDS O 12' O.C. 018 O.C. ro QE 0 (SEE19 Tp nA4 (SEE 1 SEE ow mxo :: l \ \ \ \ \ • / / / / / / / 1/z� II, FAEa a dDAw 4 a.�Os� 5 oNs1m(DfoEET 11 ___-- aAOEspe -- - 1/x. WN 6 OR®OROOR 1 K I - 5 4 .<`Y•,i.�n SS% w ':q�: - - i FLASHi.a YN. Wxw WALL ®'®- ©® ©°R®°R®°R® VIEW Y STUDS REQWD FINISH PLAN DETAIL X END CONNECTION DETAINQ DETAIL © Fl ORI )A BUILDING D (High Velocity Hurricane Zone: ,��pP��..••✓� ® 2015 EASTERN METAL SUPPLY, INC. J�F ' BERTHA HVTM Accordion Shutter System ASS A 1 L I E C O i w c. . . . A.S.S. KV 11" #, w/ AIR w/o Kv wwoW MADE American Shutter Systems TsvNe OESCRPf1N DATE DRAWN (n: ALL %A�� TIL LIT •`<.4 : TIT TESTING ENGINEERING COMPANY .,• /r '.�.v 8155 N.W. 381A SL. Ste.. 3115, vHc9W,l rAN11EJNs. FLORIDA 3DiN ASSOCiCtiOn, Inc. 1 OLD 11-193 )4/10/1_ DATE, 0e/iO/15 PhR1H : (305)871-15]0. F= : (305)871-1531 4266 West Roads Drive 2 DRAWING No C, ®ateCoeoO O'p West Palm Beach. FL 33407 /ONA4,,:'• _ppp671g Phone: (8E0)432-2204. Fm: (561)209-8380 ; 15-080 •' WALTER A Tx1TT Jr. P.E. P.E. SEAL/SIGNATURE/DATE FLORIDA Uc. 1 µ_i87 e IS OF 20 IN G � �� MAX.TYP. Ek END llc 5 WiN� ALLOWED WINDOW UL10E e -fix SEE END CONHECiDN ///��� OEGNS ON 5<�\ ER NLL HEIGHT. � � ryp (SEE PLAN FOR REQ UIRElIE7OS) D H (SE TOP h BOTTOM UNLIMITED WIOT,: ELEVATION MK SWARAIKIK TO GLM EW MG SEE 9OEDME CIN s+EEr 12 i>1t BUTS m -- ---- nD a 1H5 star TOR 9A (D Q ------------------- ---------------- W/ oR® CFJLlA76� W/0 (SEE NOTE 4 ABOVE) PLAN TYPICAL .'1,' HV BLADE WORKING IN UN N' # 11V c ' DNA P.E. SEAL/SIGNATURE/DATE WINDOW BLADE 14 SHUTTER* I 11LIECO INC. TIWT TESTING & ENGINEERING COMPANY 6355 N.M. 36M. SL. SLe. .X15, V9jA CM . TOa""A "j"Phone Accordion Shutter System : (305)871-1530 . Fm1 : (305)871-1531 TLV. BLADE ,11 W/ OR W/0 H.V. WWW BLADE m T: 00 REV.No DESCRIPTION DATE DRAWN BY: M.L. EB-0006719 I OLD 11-193 TL4/10/1` DATE: 04/10/15 WALTER A 11WT Jr. PF 2 DRAWING No FLORIDA U.If 44167 ' GENERAL LMRATIONS AND CONDITIONS OF USE FOR BERTHA 1. MAX. AS.D. DESIGN PRESSURE RATING +110. - 110 P.s_7. 2 MAX SHUTTER SPAN: 96'. 3. ALLOWED MOURINGS: A. D. G & H ON SHEETS 6. 7; AS WELL AS MOUN�TINAGGSS EMD. O. T. U & W ON SHEETS 16 & 17. BOTH ALLOWED WITH OR (LS) MIST BE INCLUDED IN A (ONLY AT R� SIDE IN CASE OF OPP G CENfEFNA7E 5. (A) HV WINDOW BLADE @SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS (3'0 HOLES) FOR ® PER BLADE AT SPACINGS SHOWN ON SHEET 4. (B) MIL CLEARANCE FROM TOP OR BOTTOM EDGE OF NN WINDOW BADE OF ANY 3'e HOLE FOR ® SHALL BE 12'. (C) FIRST OR LAST BLADE COMING OUT FROM STARTERS AT ENDS WAY BE HY WINDOW BLADE 1 (D) HV WINDOW BLADE MUST BE USED ALTERNATE TO A SOLID HV BLADEtD THROUGHOUT SHUTTER'S -WIDTH. (E) OTIEs SHILL ALWAYS BE INSTALLED ADJACENT TO A SOLD HV BLADE i AT EII1iR SIDE OF THEM. (F) POLYCARBONATE HV WINDOW A SHALL BE METALLED SD TH TABS :E THE INTERIOR OF THE OPENING BEING PROTECTED. HJ WINDOW (N) MUST BE ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROM BY ASSA, INC. 6. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS ON SHEET 15. AS LIMITED BY SPIN AND DESIGN LOAD (SEE NOTES 1 & 2 ABOVE). 7. SEE ANCHOR SPACING SCHEDULE FOR INSTALATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12 k 13 AS LIMITED BY SPAN AND DESIGN LOAD (SEE NOTES 1 & 2 A&ME). & MINIMUM SEPARATION TO GLASS SCHEDULE-- S- CHEDULE: SHUTTER SPAN I MINIMUM SEPARATION TO GLASS 96' Max. 5' WR.819_.A.�Qfs NOTE 4 ARM � � l FSR BI LNG CODE(High Velocity Hurricane Zone © 2015 EASTERN METAL SUPPLY, INC. BERTHA Hr T.S A.S.S■A. Accordion Shutter System TLV. BLADE ,11 W/ OR W/0 H.V. WWW BLADE American Shutter Systems REV.No DESCRIPTION DATE DRAWN BY: M.L. Association, Inc. I OLD 11-193 TL4/10/1` DATE: 04/10/15 4268 West Roods Drive 2 DRAWING No West Potm Beach, FL 33407 3 O Phone: (800)432-2204 . Fax: (561)209-8380 4 15-080 5 SHEET 6 19 OF 20 /RR� UIRm MMMUM I INSTALLATIONS W/ n 20W' Max.HV BLADE & HV CENTERMATES �1 -� . r /6'x 1 1/2'x 0.035' THICK '�•'VARIt3�-'� V c Min G-6 A-653 GRADE ,o W 43b INTO METAL STUD WALLS LGn. c-so cALv. METAL Sn.CIS AT 16srm Q ' O.C. 1 O 41 6 D.C.. 40 R, Qo o a -- ,/z .. 475'� * ®�/4"a NOMINAL ' W w � I � NERAL UMIT9TIONS AND CONDITIONS OF USE ALUMINUM SLEEVE 1' 121 a ; FOR BER HV BLADE ACCORDION SNR 6063-T5 ALLOY Rm MIMIIUM I O 1r� SYSTEM INSTALLATION TO METAL SCUD yVALLa 1 3/4'x 6 1/4'x 0.035' THICK Min. O 6' O.C. � 43c TION TO GLASS SCHEDULE^ � 3.000' CONE. GN.V. STEIl TRACK CHANNEL_ , . IMax. ASEM A-653 GTRADE 40 MIS. C-60 1 O 6' O.C. W/ (2)Zm FA51QIm l0 STM I EXISTING FINISH '; 1. MAX_ A.S.D. DESIGN PRESSURE RATING: +75, - 75 ps.f. ❑, W/ (2) #6.1/2- TFx SCREWS oN I AS APPLICABLE j $ MPLIMUM r 9RILRIOR & EXTF3a0R FACE I 2. MAX. SHUTTER SPAN: 84' SEPARATION OLENGTH + t';- EXISTING GLASS—+ MW. SEPARATION TO GLASS TO GLASS 1 3. ALLOWED MOUNTING: @ ON THIS SHEET. 43 1 /4"0-20X3 JOLT (SEE SCHEDULE) u, 3 1/4' EXISTING FINISH) m 4. ONLY ENTERMATE 21 W/ lLgt HV LOCK ARE ALLOWED MUST PENETRATE 3 1' As APPLICABLE WITH 21 AR GED A METRICAL LAYOUT. REWIRED MINIMUM I 9 O 6'O.C. j 1.373' 1 3/4% 6 ,/4 x o.036' TMC7 MiA l USE OF (2) 35 (6' LONG, MINIMUM) MUST ALWAYS 8E CONT. GALV. STEEL TRACK CHANNEL 43c 43a _� .250• ASTM A-653 GRADE 40 Mia C-60 ; ; INCLUDED AT XTERIOR OR INTERIOR ACCESS SIDE OF a I GALVANI2ID FASIENm TO STUDS 1 O 6' O.C. M �m W/ (2) /6x//2' TDD so Sn ON ' CENTT72MATE. 1 ITERICR a OTERIOR FACE i Min. N 1 /4'0-20 THRIADS ci W BLADE SLACK DETAIL HVF IS VALID ALSO FOR 43 1 �4"� ELCO CONSiRUCTtON 1 z' J2 I CENTERMATE 21 APPLICAnON WITH BLADE (D I PRODUCTS FAB—LOK HD REQUIRED MINIMUM III . 6'x 1 1/2'x 0.035 THICK0 6 WJ71E5 " O_C. MIA. ASTM A-653 GRADE 40 ,... COMPONENTS MI.. G-60 GALS. STEEL IMS WALL HEADERafl L INSTALLATION EX NG FINISH AS APPLICABLE SCALE: 3/8'= I" PETAL STUDS AT'16' O.C. .. _ I - TOP & BOTTOM) ) L - - -f - ) - ASTM A 653GALVANIZED E 40 K CHANNEL O EXISTING GLASS1 1,_- 1 ASTENED TO SIMS N// (2) #6 1/2' TEX SCREWS ON SYMMETRYCAL SYMMETRYCAL N CENTERMATES W/ CENTERMATES W/ NTO CLASSl.' 1 d ExrERIOR FACE { (SEE SCHEDULE) M.EXTERIOR ACCESS SIDEINTERIOR ACCESS SIDE s' (TPP.) La srARal,Gn ro Gus IN LN "FAR"'O" ro "Ass IN A i w/ i✓5� (6' W n, w/ OUI90E LOCK (SLE 97FDMQ 4' I 1 _ 1 21 -- 21 !r ~ 1 �2)rj2 21 21 LOCATED AT 12 _---_-- _- �__-- T L 1/ HV HEADER/SILL ENDS ��) — ---- ----- VIEW Y Z`4J (T)P.)— _ 3 (6' Min.) 24 SIDE CONNECTION TO TRACK (cont.) H " 1/2' (Typ.) 7" 2' MAX. SLACK ** VB _ �A��"""' LADE SLACK 0 TAIL VF VC N' h Velocity Hurricane Zone �9. H_ � � F K !i— RORI UI RIDING CODE( '9 v ►IL. �� 0 2015 EASTERN METAL SUPPLY, INC. It .'�ENsf ' BERTHA HVTM 3 I I L I E C O m- � & S■ S ■A■ Accordion Shutter System HV. BLADE #1 W/ OR w/0 H.V. WINDOW BLADE * t ",,,�'� . • �/ TILLIT TESTING d: ENGINEERING COMPANY American Shutter Systema REV.No DESCRIPTION DATE DRAWN 9Y. M.l_ • .7 y` 4� Association, Inc. 1 an 11-193 34/10/15 DATE-'O4/lo/L5 6333 NN. 3646. SL. 6,s 305. MRGINA raRCFNS. FUiREA MM PF1one : (305 71-1530 . Fox : 305 677-1531 4268 West Roods Drive 2 _ ( ) DRAWING No wSIONA G W.. Dlt-0-1.wm West Palm Beoch, FL 33407 3 zp \ 4` E6-0006719 Phone: (800)432-2204 . Fox: (561)209-8380 4 15-080 V - WALTER A TILLIT Jr. P.F_ P.E �SM/SKiNATUt9/DATE FLORIDA Lie. 0 44167 5 SHEET 20 OF 20