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HomeMy WebLinkAboutProduct Approval !!t Ou - BCIS Home .I Log In 1 User Registration _i. Hot Topics 1 Submit Surcharge Stats&Facts Publications + FBC Staff BCIS Site Map 1 Links Search b d ;;: Product Approval K ��� nt,'USER:Public User n, .Product Approval Menu>Product or Application Search>Application List.>Application Detail FL# F.L389-R8 Application Type Rn Code Version O1 Application Status (Ap roved Comments Archived C3 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 Accordio Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 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 7 Validation Checklist-Hardcopy Received Certificate of Independence FL389 R8 COI HV ACCORDION CI NONHVHZ.odf 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 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.pdf 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.pdf 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 F res. :Jtrth�a%Accordio�Shutter-�Blade �Extru.de(,,d aluminum interlocking blades retained by tracks on-HVHZbottom)for storm protection ts of Use Installation Instructions roved for use in HVHZ:No FL389 R8 II A.S.S.A.INC. DRWG.15-085.pdf roved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. act Resistant:Yes Created by Independent Third Party:Yes ign Pressure:N/A Evaluation Reports er: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.pdnegative ASD load depending on centermates and Created by Independent Third Party:Yes g rod configuration for the HVl blade,8'-O"for+64, .s.f. load for HV blade for Keystone mountings 7'-0"for -75 p.s.f.for metals stud mountings and 8'-0"for 110 for HVI and HV1A working in unison.See sheets 7, 11 0 respectively of installation drawings for other spans ressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 15-084 (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.15-084.pdf 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.pdf for Blade 1 and 18'-0"for Blade 2.See schedules on sheet Created by Independent Third Party:Yes 12, 25 and 28 respectively Back Next Contact Us::2601 Blair Stone Road,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 mail 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 emalls 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: cGt_Y M Credit Card Safe GENERAL NOTES: SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPkWNCE IN ACCORDANCE WITH THE 2014 (5th EDITION) OF THE FLORIDA UTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. CA' c ERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OrC CONTENTS FACTOR Kd--0.85, USING ASCE 7-10 AND SHAM NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED •NDDWI ION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS AREA �• HV BLAQES M WERTO COMPARE THESE W/ MAX (A.S.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 & 20. SHEET 1 GENERAL NOTES SHEEP 2 NIS AND ANCHORS ON THIS P.E.D..AS TESTED, WERE Nor OVER STRESSED. A 33 S INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS ISL USED IN THEIR, SYSTEM COMPONENTS 1-20 ON FACTOR CD=1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21,-37 SHEET 3 YSTEM'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 TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE & WINDOW DETAIL 5.01-03. #1004.01-05, 1214.01-05, 10317.02-06, #0609.01-10 AND #0210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E=1886 AREA-- h"1! BLADE CO AND FN WINDOYL.IBUAD � XVFL D. WIND ZONES 1, 2 & 3) & 01220.01-10 AS PER TAS 201. 203 & 203 PROTOCOLS LARGE MISSILE (WHME AEp 1 ,B F� 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 ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A—F, CONCRETE/BLOCK SHEET 6 E ® 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 CENTERMATE DETAILS HV SHEET 8 SCREWS). USED'AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE #14x2.75'AND #14x1.75' R.ESPECTNELY, 410—HT MINIMUM SERIES CENTERMATE ALTERNATING DETAILS HV SHEET 9 .0 ksT YIELD STRENGTH AND 180 ksi TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA EN DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED WITH AMERICAN SHUTTER SYSTEMS Associ AnoN. PINS MUST BEAR THE HV MARKING ON THEIR HEAD. END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 10 BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063S ALLOY IS 30.0 ksi AND 35.7 ksi FOR MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 12 EL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 k6L MIN. YIELD STRENGTH AND 90 ksi MIN.TENSILE STRENGTH. ANCHOR SCHEDULE—CONCRETE& BLOCK SHEET 13 ILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE— CONCRETE& BLOCK SHEET 14 ZED SLEET. OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE— WOOD SHEET 15 CHOR SPECIFICATIONS:HV BLADE(D : 12,13,14,15 AND 20 INSTALLATION DETAILS M—R, WOOD SHEET 16 INSTALLATION DETAILS S—X. WOOD SHEET 17 HV BLADE D&@ WORKING IN UNISON: 12, 13 & 15 END CONNECTION DETAILS 7-12 & X. WOOD SHEET 18 ITER 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 AREA 3• HY WINDOW BLADE O ONLY IF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULK 'RICH REMAIN, THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 T LABEL IN A VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER, TENANT, OR OTHERS, MUST PROPERLY CLOSE ALL HV AND HD AREA 4• w WINDOW BLADE n ONLY K ALL HV AND HO LOCKS INSTALLATION DETAILS. METAL STUD WALLS SHEET 20 SHALL BE LOCATED ON A READILY VISIBLE- CATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL DE LO EUNG TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE SYSTEM'S INSTALLATION SHALT.COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE 3 ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; Le. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.ED. LE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D., PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA D INVALID IF ALTERED BY ANY MEANS. BE PREPARED 13Y A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (EO.R.) FOR THE PROJECT AND WHO WILL BE E OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR IE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R. FLORIDA $UIWING CODE(Non High Velocity Hurricane Zone `````���`� A. 1/`����ii' 0 2015 EASTERN METAL SUPPLY, INC. BERTHA NVTM AN Accordion Shutter System Eco ,N C. A.&S.AI. KV MADE#1 W1 OR W/O KV WINDOW MADE -L7 TINT TESTING do ENGINEERING COMPANY American Shutter Systems ,N DEVMF11ON DATE DRAWN BY: M.L. jF ASSOC10tiOn, Inc. t OLD 11-192 4/f3/15 DATE: 4/13/15 . OF .•'; 6565 N.W.36th.St,Ste.305,vumim WDM FLORIDA 3316 ��in'• F Phone : (305)871-1530 . Fox :(305)871-1531 4268 Westroods Drive 2 DRAWING No �i �''•., �(. .` a—moo: t6tecoOeol.com West Palm Beach, FL 33407 3 L E ` WALTER A00D06719LUT P.E. 4 15-085 '�rhrr u1"`\ FLORIDA Lk:. 8 44167 5 L P.E. SEAL/�1JI�ISf�TURE/DATE .6. . 1 . OF 20 .. 3'0 FOR INIMOW BLADE® VARIES y a 'sl N 1.918' 1.491' k±-\ 0 4oir, 6 e p o Max. 1.200' `o 0.454' c .09 N (Lai 0 4.371' SSA. 4.385' a 4.857' 4.999' 4' •AS� O HV SOLID BLADE •375 m O HV 90•/180' STARTER COVERED UNDER US PATENT # 5458179 ONV UNIVERSAL FLOATER m QUALIFIED OR USE W/ QUALIFIED FOR USE W/ W BLADE O ®HV DIRECT MOUNT W BLADE 1 SIV WINDOW BLADE* 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER *SEE LIMITATIONS OF USE OF BLADE ®ON SHEET 19 BLADE Q 6063-T6 ALLOY AND TEMPER p 6063-T6 ALLOY AND TEMPER 3.226' 1.500' .124' �� a 3.556' �n (TYP•) �'ro�, 670' 1? 2.670' .670' 2.226' N67 7.000 c 2 0 642 O Q 0 4.897' c n o �o�l4e m 875' .092' 0.072' 0.072- O HV ADJ. ADAPTER W f LIP 4.436' 12 • L�k55- fLQAO 3.226' QUALIFIED FOR USE'W/ HV ®HV WALK-OVER TRACK '920 ©HV ADJ TRACK BLADE 10 QUALIFIED FOR-USE W/ W O9 HV THE CH TRACK 6063-T6 ALLOY AND TEMPER BLADEiQ QUALIFIED FOR USE W/ HV QUALIFIED BF�EUSE W/ HV 6063-T6 ALLOY AND TEMPER BLADE Q ONLY. HV RA 6063-T6 ALLOY AND TEMPER "' VARIES 6063-T6 ALLOY ANY TEMPER QUALIFIED 7.936' B c 1917, MOz• VARIES 1.936' 6063-T6 A 0 083' 083' m .083' c 083' 0 093' o n 6 n -100• .125' N .060• n m .060' e n a N .093• .060 670 baps m o n m��p. 670 1.686' a x'214 670 3.520' .520' 3.529' 670 g2iy, 11 -HV CEILING HEADER1® HV HEADER-JSILL 13 HD CEILING HEADERAILL . Q IFIED FOR USE W/ HV BLADE(1 ONLY, QUALIFIED FOR USE W/ HV BLADE QONLY SEE SECTIONS FOR VALIDITI'` 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE 1D - 14 HD WALL HEADERLSILL SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADEG)ONLY. X 6063-T6 ALLOY AND TEMPER t COMPONENT A B T1 T2 X Y t MN•X MN.Y MN,t 1' t' .062' 2' 2' 0.125" Q 2' 5' MAX. 1/8' 1/8' 3' 18 SIDE ANGLES 2' 5' MAX. 0.192' 0.192' 1� e QUALIFIED FOR USE W/ HV ALUMINUM ANGLES 79 2.5' 7' MAX. 0.190' 0.190' � CORNERPO�jS BLADE 1DQUALIFIED FO USE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER BLADE W ONLY. BLADE 1Q 6063-T6 ALLOY AND TEMPER ® 2_ 5' MAX• 0.139' 0.131' 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE(Hon High Velol '', ©2015 EASTERN ME Q� BERTH •• \r,ENse•.9 L E C O I N C. .AS.S■A. Accordion Sl KV / •: . BLADE#1 W/CR W/O *: L� +�'`'f� = TIWT TESTING & ENGINEERING COMPANY American Shutter Systems Ev. M DESCRIPTION r Association. Inc. 7 OLD 11-192 4i STATE DF .[t/r 6359 N-W.36th-St,ste.385.VIRG ML►CAMENS.RARIDA 3318 0 ..� a Phone : (305)871-1530 .Fax : (305)871-1531 4268 Westroads Drive 2 LORI �\`�� a-mail: 6ltecoeachcom West Palm Beach, FL 33407 3 �ONA��a`�``� WAUIER A.n°ru ter P.E. 4 Gi+Il4Y'��2E/DATE FLORIDA Ila $ 441x7 6 6 4. 45'660.2.29r .929" 1/4--200/9" Ile-20 CAST 0-334' FLAT WAD THREADED HOUSING ENAMEL I b f (2 TYP.) OWED,PAINrED 1HREADED Olt CAST lb HOUSING ENWEL 0 EL BAKED PAINTEI) al I I V `115 N '.a V '0 09. C4 875* Go Ss GYUNCER 48RASS CYLINDER GRASS; &KEYS(CKROME (CHROME PLATM) pbx") E(D& (g)ONLY E .325 MY LOCK NV EGRESS LOCK EMPER QUASED FOR USE W/ HV BLADE I & ONLY 0. 3.023. :&QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ W 6063-T6 ALLOY AND TEMPER H-V CORNER CENIERMAI'E' BLADE T& @ ONLY. BLADE(D& ONLY. 2.87 QPAIUFIED FOR USE W/ HV BLADE ONLY 250*O.D. 4 6063-T6 ALLOY AND TEMPER 18 1.75 - PLASTIC H 00 4.045' MOLDED%K — __42tL SCREW iv 2.079' 1.753' Xg ca A25* 60"AFTER RIVETING N -I [MI .00 BEFORE RIVETING :2 01 _= n N - 1/4 t6-20 x 4" N " S.S. R A 0-20 RIVNUT* a) *SMES 9444 ALUMINUM(2024-73 ALLOY)LARGE FLANGE THIN .2,719 SHMIF NUTSERT. PAW#0820,AS MANUFAMRW BY AVDEL 9 ELEVATION 64 Hy MALE "T" LOCK CENTE: CHEIW TEXTORIN,PARSIPPENY, NEW JERSEY=54 OR EQUAL RUATF -K CENTERMT QUALIFIED FOR USE BLADE Q)ONLY HV -I" LOCK W-ALTERNATIVE LQCK 6063-T6 ALEOWY/ WANO TEMPER HV "T" LOCK aKLLF.� ADW BLADEMONLY QUALIFIED FOR USE QUALIFIED FOR USE W1 HV E@ONLY QUALIFIED FOR USE W/ EMPER 6063-116 ALLOY AND TEMPER- W/HV BLADE(DONLY. BLADE G)ONLY. 1.917* 3.161 co qt 3 f I V -\_THUMSTURN .063'_062- CYLINDER OR 214* KEY CYLINDER to 0.875' min. io 6 0 0 LOCKIN 0 1 .125*Max. G ROD 63� HD CENTER E WZ i CQJG SOD 4.40 CR 4, 0 'Z_-7 U) w to 0 0 C6 LADE(D& UA QUALIFIED FOR USE W1 HV BLADE(D& QLA) [R 6063-T6 ALLOY AND TEMPER HD SENTERMAT 'S INSERT .'F L QUALIFIED FOR USE Wy W BLADET& 0 o-116 -1.130. t 6063-T6 ALLOY NO TEMPER d *1/2- 1 0 RN ±15 L go ___X=M11DER �6 4 OR KEY I M 1 1 1.57 Min. CyljNbER )D A .4 4, H D LOCK 1.78"Max. IV BLADE TEMPER HV 3/8n0— i w ZO AISI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. IRE A 7/16- HOLE THUMBSCREWS FRIES S . THUMBSCREWS QUALIFIED FOR USE W1 HV BLADE O& @ !OPER EMBEDMENT QUALIFIED FQ8%%UV!W/f#jj.V BLADE(DQUALIFIED FOR USE W1 W BLADE U1 lk. ILORIDA BUILDING CODE(Non High Velocity Hurricane Zone ....... @ 2815 EASTERN METAL suppLy. INC. V BERTHA HVTm Accordion Shutter System S.S :C A� ,A„ H.Y. a"#1 W/OR W/O H.Y. WMW BLADE :..C= TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV No VESM"an OATIE I DRAWN BY: M.L G=li-W-36th-SL.St..305,VMGWIAGARDENS.FLORDA3316( AsSOCICtIon, Inc. I OLD. 11-192 4/13/151 DATE: 4/13/15 5)8711-15210 . Fax-. (305)871-1531 4268 Westroods Drive 2 O ........ Ph*rtG -(30e-maiEBl:bl-Oo)tecaS7fto19.cam West Palm Beach, FL 33407 3 —DRAWING N / N — f 111111.10 WALTER A.711 LSr Jr. P.E. 4 15-085 P.E. SEAL/SIGNATURE/DATE FLORMA Ur- #44167 _5 — SHEET __I I r, 1 3 LF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV HV 41 3/8"m 12"MIN. CE TO Qi HV BLADE 1 40 3 I BSP 1A 1875' ® HV BLADE 1A v \I i HV WINDOW BLADE .0625' RTS HV LONG RECESSED NYLON BUSHING T r I I BLADE'S GGE .0625 1875' Y e� KNUCKLE 0.0625' HV SHORT RECESSED NYLON BUSHING F- i HV NYLON HAT WASHER Q OR N w US it FIAT PORTION IOR R1� 0 ® HV WHEEL CARRIAGE AISI 302-303 SERIES I �/02. 5 , I �4 l" 40 n 44 0.870"x3/16" THICK NYLON WHEEL. HV WINDOW 2 7/8"MIN. 0.188"0 AISI 302 SERIES S.S. RIVETS — , 3150 sCLEAR EPaRnnoN m3.o ' BETWEEN .0625' 0625' ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD * EXTERIOR OPENINGS f 5 3/4' sFPON r-r 7� o ON C1 NTERS"*s 7 . ® HV 2 3/4" ACCORDION PIN W/ #8 HEAD 41 4 " o �4; ID 2 1/4" aT3 CLEAR ® POLYCARBONATE IMPACT RESISTANT HV WINDOW i i _ I TYPICAL, HV WINDO 1 II t POLYCARBONATE HV ' OOR ® 4 or ®3 I N.T.S. ((SEE NOTE FOR I1Q II I I kEQUIREMENTS) OR ® I l *POLYCARBONATE IMPACT I j BAYER MAKROLON 3103 1 * I I 12" MIN. CE RESINS, UV-STABILIZED C HV PIN REQUIREMEWS AT EXTERIOR BLADE KNUCKLE FOR To BLADE e M INNOVATIVE PLASTIC LEXA 1 �F ' I OR (SEE NOTE "F" ON SHEE gg ili (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR 3® N W 66 � 1:�' l BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV1� OR POLYCARBONATE SOURCES FOR 4s HV EXTERIOR ® BLADE. APam me TYPICAL_ SHUTTERIM ASSEMBLY TYPL PROPETTOTS STANDARD &M N.TS. HV PIN®OR®AT ,wtww./sa (2) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT EXTERIOR EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D 00.324' BLADE'S KNUCKLE.: BLADE WHEN CORRESPONDING TO INSTALLATION "ll", SHEET 7. 3 (SEE NOTE * FOR SPECIFIC GRAVITY ASTM 0792 0.043 IbA,REQUIREMENTS) no Asti T 9400 wa TYP.a-1r- O I T FIDWM SMS CM AT YIIID ASTM 0790 12,500 Pa.T (3) HV PIN @ OR @ W/ 1/2" O.D. 1/16" THICK S.S. WASHER O y I I FUDONTAL MooDWS ASTM am 340.000 P.ea SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, IMPACT.% SHEET ©0 NOTCHED¢00 AM D255 16 Fr Ibrm i FIRE BURPM C"aa•r,ERISTI e. �1WL CARRIAGE DETAIL SMOKE DENS" . AM D2643 as z N.Ts. ASSEMBLY LAYOUT RATE of BURNMG ASIM owls C-1 aA N.7.5. SELF IGNUM ASIY-01929 1040 F INUTHE04M ASTM 6135 TmtE STRENwH AFTLR WEATHERING ASTM an 9302 Psi MHV BLADE SOLID & (A HV WINDOW BLADE DETAILS TENSILE STRESS BEFORE wTaTTmRmG AM 638 6461 °". N.T.S. FLORIDA BUILDING CODE(Non High Velo FR A. T��i,��� ©2015 EASTERN ME `�?••��EN•<<�r'� BERTH A.S.S.A. /1'ILIECO.INC. Accordion S] H.V. BLADE#1 W/OR W/O American Shutter Systems Er Nv DRTPDGN TILLIT TESTING & ENGINEERING COMPANY o•• J�ATE 0� '*` 6355 N.W.35UL Sc.Ste.305,VIRcwA GARDENS.FLORIDA'5316E 31s Association. Inc. 1 OLD 11-1sz 4� Phone : (305)871-1530.Fax : (305)871-1531 4268 Westroads Drive 2 e—mail: tiReeoacol.com West Palm Beach, FL 33407 3 L•ENG` .� WALTER A.'OLLRtJr. PZ 4 P.E. FLORIDA Lie. S 44167 5 ��81Il1��URE/DATE 6 *NOTES ON H-V LOCKS AND CENTERMATES: I. M8NQ&M CONDITION ft ONE FW CK SMALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12- ABOVE 0 OF SH" SPAN FOR SPANS up To 165". AND FOR INSTAL18TIONS ANY n I ELEVATION. W LCWVW.1 g21MAY BE USED AS AN INSIDE OR OUTSIDE LOOK, ATTACHED TO 0 OR a CENTERMATES W/(2) 1/4"0-20 x 1/2" LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. ' TF ESI 0 BETTER PERFORMANCE OR FOR SECURITY PURPOSES. UP TO TWO HV 26C N LOCKS �01R ;�BE INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES OR HALL HE AS, INDICATED ON NOTE ABOVE. LOCATION 1401C ") N OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. oFnobW,OMM 42 (VAIII) QNLY WHEN MMPAM& CONDITION #I OR LIMITED MMDATOjff CONDITION LOCKING RODS Q0 ARE NOT REQUIRED AT_HURRICANE POSITION, BUT MAY 13E USED IF DESIRED To ENHANCE SHUTTER PERFORMANCE. LOCKING RODS 0 OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. mANDATOFTY Q9RX82Lj&ONE HV LOCK 0 (8 SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. W LOCK or @ SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK. ATTACHED TO CORNER CENLTPZM (02) 1/4 0-20 LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS AT TOP & SOT? 0 USED. Log( "VC M SHALL BE LOCATION OF LOCK M?BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12 P 0 R2 IN ' ONE ALTERNATE T E V M AY ��� �N h INSi ELEVATION. AL NATE ROD-HVD F I/4 0_20.3/ S-STHUMFR TO Q OR® CENTERMATES SHALL BE MADE Wj i/4 0-20x3/4'ALUM. TVNUS_� SHOWN ON SHEET 8. ONE LOCK SHALL BE USED AT 1 2 OF SHUTTER SPAN OR TWO w CK AT 1/3 OF SHUTTER SPAN. 6. MANDATORY CONDITION #I M KEYSTONE MOUNTING INMULASIONS... ONE W LOCK or or SHALL HE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12*ABOVE OR BELOW 1/2.OF SHUTTER SPAN FOR SPANS UP TO 98'. AND FOR INSTALLATIONS AT ANY ELEVATION. W LOCK @ or @ or @ MAY BE USED AS AN INSIDE OR I ITI, U I OUTSIDE LOCK, ATTACHED TO @ or 0 SYMMETRICAL CENTERMATES W/ (2) 1/4-20 x 1/2" LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING ADDS 0 W/ it OR @ TOP AND BOTTOM IS coMpLEIELy. MANDATORY. OF CORNER 'NOTES ON NV -T--LOCKS AND CENTEgWES.. 1. SEDOND ALTERNATE TO MANQW&CO DMQN #I VALID ONLY EQR HV'r'L= AND!CENTERMTEs a AND CENTERMATE ONE ALTERNATE W "r LOCK BEI IN LIEU OF HV LOCKS 0 OR 0 FOR ANY SPAN AND OR OR ALLATION AT ANY El"ATION, AL @ WIST, ®MAY LOCK qg tAkY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF LOCK 0 INCLUDES USING REINFORCING LOCKER AS SHOWN ON SECTION WG. SHEET S. WHICH MUST BE CONNECTED TO CENTERMATES 0 AND @ Wil 1/4"0-20 x 1 1/2' LONG S.S. THREADED BOLT W/ 7/8*0 x 3/32* WINGNUF OR W/ i/e " CK/o-2oxi" s.s.m.s. INTO A 1/4* " RIVNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12* MAXIMUM ABOVE AND MLOCKING MIDSPAN. USE OF TWO 5 B ,NG RODS @ TOP AND BOIOM IS MANDATORY. +®°a *NOT ES LON HD LOCKS & CENJERMA E I-BLUXIC-6a 3YZ 140 WITERMAIIES(It OR(31 MV W , ONE ALTERNATE HD LOCK(g MAYBE USED IN LIEU OF L In W HV BLADE SHUTTER ELEVATION LOCKS 0 OR W FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. AL70NATE HO LOCK(R MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK 0 TO @ IS W/3 ja X, 3/8* F.H. S.S.M.S., AND INCLUDES REINFORCEMENT INSERT @ As SHOWN ON SECTIONS HUB-WB AND HDC-HVC. SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12' MA)amum BELOW OR ABOVE MIDSPAN. USE OF LOOKING RODS @ is COMPLETELY oFnoNAL BRIM BUM 0 CODE(Non High lVelocity Hurricane Zone, A. 0 2015 EASTERN METAL SUPPLY, INC. BERTHA HVTm /MEILIE C 0 INC. a„S�,S.AN Accordion Shutter system KV. RADE#1 W1 OR W/O KV. WINDOW BLADE American Shutter Systems TILLIT TESTING & ENGINEERING COMPANY RV.Nc MCRI"ON DATE DRAWN BY: Ml STATE OF Association, Inc. I DAM- 4/1 AE 6=NX.36th.St,St&305.MGM GVMS,FLORM 33161 OLD 11-192 3/15 Pt-- e. (305)571-I530 . Fox:(305)871-1531 4268 Westroads Drive 2 DRAWING No OZi. e-mail:tiltecaftal.com West Palm Beach, FL 33407 -3 %N EB-QW6719 ff IVAO� -�01" WALTER A TIULIT Jr.P.E.P.F- 15-085 -DRIDA Da. # 44167 i�MRE/DATE RSHS 5 OF 20-- POURED CONCRETE ONCRETE ANCHORS OR CONCRETE BLOCK POURED POURED (SEE SCHEDULE ON REQUIRED 1/4'0-20x3/ CONI) CONCRETE SHEET 13) CONCRETE ANCHORS MACHINE SCR REQUIRED REQUIRED CONCRETE ANCHORS �,y�p��FOR (SEE SCHEDULE ON W/ 1/4'-20 (SEE SCHEDULE ON SHEEP 13) 17 18 @)1%-NE(�MOUNTING®ON SHEET 7) SHEET 13) NIRS ® 12' _ 1' 1" ----- 12 OR 14 Min. 1/4'0-20x3/4" S.S. Min. _ EQ Q MACHINE SCREWS EQ Q _ USING 1/4-20 NUTS 2 ® 12' O.C. E. D.* /2. 250IN p ' Mox. -- -- 13 OR 15 r --- T I D \ 250` Max. D. I \ I I I I ED � i i } .D.• { i i I OPTIONAL I I i i I OPTIONALit 1 LQL SWDAWOiON t I I TO Cl/F(SEE I I t ♦ I I I - MIN. SEPARATION TO GLASS 11 FORawAnEmEAra f 1 OR ® I EXISTING �-SEE SCHEDULE ON SHEEP 11 O:1 stfT 1n FOR I I I I I GLASS I ( ) EXISTING i RAMa)&Q) i MIN. SEPARATION TO GLASS I I 1 t GLASS -I I {`(SEE SCHEDULE ON SHEET 11) EXISTING { I I G`A�—{ I © HV WALL HEADER INSTALLATI �A HV WALL HEADER INSTALLATION B� HV WALL HEADER INSTALLATION + KEYSTONE 1 IXISTING MIN. SEPARATION TO GLASS I I GLASS--I I i r--(SEE SCHEDULE ON SHEET 11) , { m aw�(� I i I 1 OR ®♦ MIN. SEPARATION TO GLASSI I 1 �GLASSG� 1j. I I i i i`(SEE SCHEDULE ON SHEET 11) I Si 19 FOR ON m&© EXISTING�i OPTIONAL i I I GLA I { D.• i IE. I 1 1 * I I { Ii i1{ I I t t 1/4' Max. _--_ OPTIONAL allu CUI rima --- fM 13 OR 15 .OR® - 1/4"0-20x3/4" S.S. n. -- EPHILLIPS TRUSS HEAD 1/4"0- L@.R@ MACHINE SCREWS USING CONCRETE ANCHORSTRUSS ONCRETE ANCHORS 1• 1/4'-20 NUTS ® 12'O-C. (SEE SCHEDULE ON W/ 1/ ED CONCRETE POURED CONCRETE (SEE SCHEDULE ON SHEET 13) Min. ORUCONCRETE BLACK SHEET 13) OR CONCRETE BLOCK NCRETE ANCHORS REQUIRED WALL REQUIRED O HV WALL SILL INSTALLATION (SEE SCHEDULE ON - HV WALL SILL INSTALLATION POURED CONCRETE SHEET 14) OR CONCRETE BLOCK WALL REQUIRED O .HV WALL SILL .INSTALLATION NOTE FOR COMBINATION OF SECTIONS. INSTALLATIONDETAILS W/ 1- SEE SHEEP 4 FOR TYPICAL sTiUrrER * E, D. = EDGE DISTANCE 10 H V B LA D E ASSEMBLY MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) ♦ BLADE @ ON SHEETSEE LimiTATIONs OF Ui s FOR 22- IN ANY WAY TO SUR ANY INSTALLATION. I TIN FLORIDA BUILDING CODE(Non Nigh Velc ®2015 EASTERN M .•• N\GErvs BERTF /TIL ECO ,N�. A.S.S■A. Accordion S a* _ KV.11A X#1 W/OR W/( American Shutter Systems Ev. No DESCRIPTION F ..�` TILUT TESTING do ENGINEERING COMPANY Association, InC. 1 OLD 11-192 4, 9'•, = 635 NX 36tH.SL,Ste.4105,VIROM GAMMS,FLORIDA 3316 4268 Westroads Drive 2 Phone: (305)871-1530 . Fax : (305)871-1531 '�i��Fs+'••,,,,,••.•- XV. e-mail:e-mam�til�oe®a9ol.com West Palm Beach, FL 33407 3 NA'AE�1�\�� WALTER A TILLR Jr. P.E. 5 P.E. SEAL�TMATURE/DATE FLORIDA u`. 441e7 s ; : E ANCHORS , T HEDULE ON SHEET 13) � (� i OR SCHEAU OQ� EXISTING i ' 1 i M w t EDGE OF ,It FOR BLADE CDAND GLASS---j r i't SpffDLW tt i —STAB IF i 8A0[:SS COdc FOR . i MN.SON SHEET L1) APFUCA$LE DOSTTNG J, � s �, T�{>fE scxEUDt£ • y 9 Y ON SHEET'11) GLASS i ALTERNATE i t i i ~ i i y r s y a T s rs , ANCHOR t EXISTING T a LOCATION tr T t GLAS s 11 DR 13 OR 1$ i �tOx3/4"HEX WASHER HEAD i o { 3/B NTN. TEK SCREWS 0 12"O.C. y EDGE OF 3/B NN. $ SLAB IF C-1 CONCRETE ANCHORS , s APPUCABLE + 7 , (SEE SCHEDULE ON SHEET 13) E a � ' EDGE OF EDGE OF / s s t A SLAB IF D. APPLICABLE //B.IF ' ' 1/2 1 EDGE OF APPLICABLE .Q. a. SLAB IF APPUCABLE POURED POURED FLAT HEAD CONCRETE ANCHORS <DOR ®*CONS� REQUIRED FLAT HEAD CONCRETE ANCHORS REQNCRETE D. CRETE UIIRED ( SCHEDULE ON SHEET 74) REQUIRED D. D. (SEE SCHEDULE.ON SHEET 14) li .TRENCH INSTALLATION VAUD ONLY FOR UP TO 470. -75 PSP A.S.D. I� HV FLOOR INSTALLATION f CDHV WALK—OVER INSTALLATION DESIGN PRESSURE RATING de FOR SPANS PER ELATION SCHEDULE #3, SHEET t1 O EXISTING wN.SiPARAtON r i CONCRETE ANCHORS TO aA55 (SEE SCHEDULE ONt S t T i SHEET 15) 1/410 rIW B.=I TAPODN,W/ TON SFW 10 / I EXISTING--j EXISTING TECHNOLOGY ADYANTt D RNF/DR fel GLASS -tomsass) aO POWERS + � J ` FAWNERS PR+AN040 W/ ( 1 SWAPATMN 70t 3/4•MON.EM8SOM D117 O V. FMAX i( srrsmuts ON „) t O.C.FOR OF TO 6'-0'SPAN AND n 1/4- i r 46•-0"UP TO e-0'NAX APPLY (7YP.)(SEEMAX. SE4ANT T NOTE it ON SHEET 11 3 oft 15 D^* s tOx3/4" HDC E• * T PDR 4MITA 3/8" Ile s r WASHER HEAD t —... _ TEK SCREWS CQNf.SEALANT 12"Q.C. 1 $• $ ,s rs •'•�4 p .: 1/4 f-2Ox3/4'SS US CONCRETE ANCHORS & *� 3j #14x3/4"S.D.S. - - - i s i s r `:r / (SEE SCHEDULE ON n 1 ® 9'0. C. _ i t T i/4" �.'�t• y_ n'• USING t e#-2D NUTS SHEtT 14) N Y 1 - Mak. :.. " 0 12'D.C. i 7 OR i 8 1 j2. 1. Y.00"•MIN.�> EMNC NON STRUCTURAL EDGE OF i i$ `.7.••• 0 WALL iit41(�wRATtvE SLAB IF }14x3/4"F.H. S.D.S. =APPLICABLE gQ.C. .,x-:. POURED CONCRETE CONCRETE ANCHORS SEE NOTE 13(b) : REQUIRED POURED CONCRETE (SEE SCHEDULE ON ON SHEET 1 NOTE 13(b) OR CONCRETE BLOCK SHEET 14) POURED CONCRETE ON SHEET 1 -�' •? REQUIRED OR CONCRETE BLOCK REQUIRED M)KEYSTONE MOUNTiNG INSTALLATION BY WALL FLOOR INSTALLATION HV WALL WALK—OYER INSTALLATION +K-72�1 NamuN smnER SPAN W-0' SIST LLATION t THIS INSTAL A71ON SHALL BE --^ ( IS D. = EDGE DTANCE REMOVABLE WHEN PERFORMED ADJACENT TO AN OPERABLE EXIT i SEE UMITATTFOR ONS OF USE(SEE SPECIFICATIONS ON SHEET 13) OR ENTRANCE BLADE©A ON SHEET 19 INSTALLATION D ETA I LS W/ O HV B LA D E T FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ♦���,`'���A„rizzi Afs0 2015 FJtST£m METAL SUPPLY, INC. FNsF'••`'� BERTHA HVTM TZ �C0 me. AmbmSmAw Accordion Shutter System KV. RADE#i w/CR w/o RV. iMNDONV IlAOE American Shutter SystemsREV. DESCRIPTION DATE DRAWN BY: N L �. `57ATE OF = TILLIT TESTING & ENGINEERING COMPANY .•CV` 6355 N.W.36th.SL.Ste.305.MRMNA GARDENS.FLC=A 3316 Association, Inc. i OLD 11-192 4j13/15 RATE 4/13/16 Phone : (3DS)871-1530 . Fax: 306 571-1531 4268 Westroads Drive 2 e-maU:Olteco0ootasm ) DRAWING NO •,,Fs p. �C� ��� _ West Pa11n Seach, F( 33407 3 )rj-085 ♦,f/,J�(,(l�tNt{}ri��;-14� \���\ WALTER A TtLEECiJr. PS 4 P.E. SF1�L�JiCa1Yt1LL1REf DATE FLORIDA Uc- g 44167 S SHEET 6 1 OF 20 SEE END WALCO C S T SEE NOTES ON LOCKING RODS® , tIV LOCKS Q ar OUT 90• I N I EXISTING GLASS INSTALLATIONS W 1 1 HV * AND ALTERNATE HV LOCK®ON SHEET 1. L BLADE W HV CENTERMATES 19IADE SLACK APPLICATION HVN is VAIJD FOR CENTERMATES APPLICATION WITFI BLADE 1 ' ©-OCR©+O°"0�R10 '®°" (21 1OR SEE ND EXISTING GLASS DETAILS ON 01 OR 1 16 1 2 1 " 7p " ---------- ----- 2'x2 x1/8'x0'-2 I ®+®'pc 0+©ore 1 9+�$ 3 4 (6063-T6 ALL"ALUM. OPPOSING SYMMETRYCAL ANGLE CHR 1 O C TAPCONCRETE i 1/2" ®+® CENTERMATES CENTERMATES ANCHORS TO CONCRETE (TOM.S.TTOM) E- #10x3/4"S_M.S. ® 12• (a)#10AT E S.M.S.TO TUBE i D.C. FULL LENGHr. Wf HV LOCK l�4 or Qj w/ HV LOCK or 2 A7 EACH ANGLE (TTP) 3 * Z 5 ® m * 35* I N 5 1 90' 1/ 2" 1/2" ® + en O /� oa + + ©°x®aR©+paR®oR10 +©aR O ouT ® * 10 HVC `®°�©+®�©+©� HVA HVB 0 ® O 0 0 0 0 10 oR aR 6 + 7 � EXISTING class EXISTING rJt®aR�+®ae®+®ORI �---------------- O+®+��®+©+©�—T---�---- cLAss I� SYMMETRICAL * IN © � 7O ® MIN. SEPARATION —$ �+©°x19+�—► `ci s 1 CENTERMATES* � ©+®aR®+ gaR®+�7 OR To GLASS 5 ULE OR©+® * ° W/ HV LOCK F216 [@(INTERIOR)OPTIONAL ®+®aR O+©oR 19+@ (ON SHEETSEE �11 MIN. SEPARATION ® oa TO GLASS 3 (SEE SCHEDULE I N OPTIONAL ox®+ _ ON SHEET 11) (INTERIOR) _______ —_—_—_—_—_ _ OUT ----------- --- 1 l 1 17 a 1 * 3 VARIES 3 90 * °A ® on 0 0 U T 6 1/2• MAX. SLACK OUT * 5 (EXTERIOR) HVE HVF** HVD FLORIDA BUILDING CODE(Mon High Ve w%%J11111I1/////7/'TB 2015 EASTERN BERTI P EN A* = / ■S■S■A■ Accordion 1 L C 0 INC. H.V. RADE#1 W/OR W, l !bT•*_ TIWT TESTING do ENGINEERING COMPANY AmeriCOfl Shutter Systems EV. No DESCRIPTIOR -O'• STATE OF �� 6355 N.W.36th.St.,Ste.305,VIRGINIA GnRDM Fl.DR6IA 3316 Association, Inc.Drit OLD 11-192 Phone : (305)871-1530. Fax : (305)871-1531 4268 Westroads Drive z a-mail: 6@eao®aol.e:om West Palm Beach, FL 33407 3 ��i F• ``C7\���` WALTER A TILLLIi1 Jr. P.E. 4 �7 ts8/0•••••E� `� FLORIDA Ue. # 44167 5 P.E. � �jAi'l'?I`fE/DATE 6 ON W V "T" LOCK 0 HV CKS CENTER AES 8 9 & W M HV BLADE TAILS ON SHEETS 10 A 18 INSTALLATION n HV BLADE IN rV_Exl w Gum IRAOEOw"DETAIL HVF.INDI(ATO ON SHEET 8, W/ HD CENTERMATES ® O O ® l qlw O UNNEf6AL Fl MAY DLADEQDETTH HDD—HVD. - a1 ox 6• a 8 10+ INDI ON THIS SHIP? C BE usm=THIS AYERNA ccG END WAIL CONNECTION 10•®a'©'�+®`®Q1 INSTALLATION DEG. HVG SHOWN IN THIS SHEEP. ncrulc ON SHEETS 10 Ac 18 (OPTIONAL) ( 4 �D� -� /e a©+ 3 --- --� O.C.FULL p1o=3sFls.E tz• 4 LFNCxT. * (4)KV. I N (4)1.1.1. wx.SEPAMlION 30 HV "T" PINS (TYP.) �/� PINS(PYP•) s a '. (BEE w�eF 3 LOCK (INSIDE) IN 1 $ ON sEEr ') 1 - - --- - - ----- -------------- - ---�- -- ----- - -- ----- 5 1 2 29 1 1 1 L i OUT 31 OR3 3 _@438(91 31 oR 32 35 31 OR 3U2 2 1/4" 0-20 x 1 1/2" S.S.M.S. 4 35* (oan0NA*i) HDC VC W/ 7/8"0 x 3/32" WINGNUT. (CFnio L)HDB—HVB OUT * SYMMETRICAL HD CENTERMATES SYMMETRICAL HD CENTERMATES ©0 HV �T' LOCK (OUTSIDE) W1 S " LOCK (INTERIOR) LOCK (EXTERIOR) HVG.* ae®aw©+p�® 1D•®� 8 .®�®.®�p•®�p•® 3 © *SEE NOTES ON LOCTaNG RODS Q e HD®LMM ON SW S !sl **UNND75lL FLOATING MADE( DEEAR HDD-NW IS VALID FDR ALL CENIM 7ES A'RIC WM WITH BLIDE7! O HDD—HVD** FLOATING STACK FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 2015 EASTERN METpL SUPPLY, INC. AT1. �' ? '��cEiusF.::'�-,,, BERTHA HVTM A S S A Accordion Shutter.System V1 I L ECO NC. ■ . . ■ H.V. BLADE#1 W/OR W/O H.V. WINDOW BLADE k. �' �A�l`�J.`*z American Shutter Systems _N DESCRIPTION DATE DRAWN BY. M.L TATE OF ;¢ TIWT TESTING do ENGINEERING COMPANY Association, Ina. t OLD 11-192 4/13/15 DATE 4/13/15 'tom 6355 N.W.36Th-SL.Ste.305,VIRGINIA CAROM%FLORIDA 331e 4268 Westroads Drive Phone :(305)871-1530 . Fax :(305)871-1531 DRAWING No '�ss,,• „•w`G�\.`� e-maf�tilOteroG19l.aom West Palm Beach, FL 33407 3 15-085 r'a."Ith NAI. %%%%N.``` WALTER u p 44167 s SHEET P.E. SEd�.�II MURE/DATE 6 9 OF 20 POURED CONCRETE POURED CONCRETE POURED CONCRETE OR OR CONCRETE BL CONCRETE BLOCK WALL CONCRETE BLOCK WALL REQUIRED REQUIRED 10 BLOCK WALL REQUIRED EXISTING GLASS EXISTING GLASS –� 42- CONCRETE ANCHOR EXISTING GLASS ® 16"O.C. Tr 2' MIN. — — MIN. SEPARATION i — TO GLASS(SEE I MIN.SEPARATION SCHEDULE ON SHEET ATO MASS(� EO EQ TO GLASS(SEE 11 FOR BLADE�AND SCHEDULE ON SHEET t SCHEDULE ON SHEET 1/16"x3'MAX. ON SHEET 19 FOR 11 FOR BLADE([)AND / 11 FOR BLADE©AND (6063–T6) CONT. BLADES O&® DN SHEET 19 FOR , E ON SHEET 19 FOR ALUM. CLOSER(LOCATE ar1 6laD[S m ® PLATE (LOCATE 1/z / BlnDrs OEITHER SIDE AT EITHER SIDE MIN. \OF 5 ) 1/2" MLN. OF®) I .T.USE 1" OR 2' MAX.10x, 2 S.M.S. #10x1/2" S.M.S. _ (AS APPLICABIE)x2'x1/8'x0'# 1/2" O.C. 16"O.C. _____ 4 ALUMINUM CLIP ANGLE 6063–T6 ALLOY) AT MIDHEIN11 (1) #10x1/2" S.M.S. TO@4 , (2)1/4.0 TAPCONS ANCHORSSEE DETAIL X F° WALLAT 1" O-C- (LOCATE ASIDE CONNECTION i OR FJTHER SIDE OF®)f ;OR ®� SEE DErA1L X FOR OR TO TRACKSSIDE CONNECTION ©m®m +Om 8 0*®m SEE DETAIL X FO m®ae ECTION 6 7 m8 10+®a TO TRACKS m a 6 7 a8 0+®m 10+®°A©*�®•®m SIDE COONTRACKS 10+®'I� a,®+® END CONNECTION DETAIL Qi END CONNECTION DETAIL 2� END CONNECTION DETAIL(3) END CONNEC d� REQUIRED ONLY FOR S POURED CONCRETE OR CONCRETE BLOCK WALL EXISTING �EXISTING GLASS REQUIRED — GLASS 4 AIN.SEPARATION #1 1/2" S.M. �>' TD GLASS(SEE ® 16" .C- MIN sEPARanDN ------SCHEDULE ON SHEET i BIADE� CONC ETE 1/2' MIN. TO GLASS(� 6 1 ON SHEET 19 FOR ANCHOR ® 1 BI HEDULE ON m/WD ------------ ------ ------ 1 CONCRETE BLADES $Q� 12' O.C. ON SHEET 19 FOR 4 ANCHOR Q 5 BLADES(D&® ----O.C. 1/2" MIN. –t (�, Q _f 2' MIN. __ ----- EQ – – F) OR®OR�OR 2" MEN- 2" MIN. ♦ SEE LIMITATIONS OF USE FOR VIEW Y MADE®ON SHEET 19 �pROORVOR\ OR\U 5 1 OR ®' PLAN DETAIL X POURED CONCRETE OR 6 '"$ '° ®�` END INSTALLATION CONCRETE BLOCK WALL 10•®m®'�®+©" REQUIRED 10`®m©+�®•®m ©•O•©m©-O*®" n HV BLADE OR HV WINDOW E �©-O•©m©•O•®� ®-®^"®•®�®+®m OR CONCRETE BLOCF END CONNECTION DETAIL 5 p•®m®.® +®q ®•®m®•®m®•® CONCRETE END CONNECTION DETAIL® m®'® FLORIDA BUILDING CODE Non High Vel( . �CENS BERTI IL �C O .7A■S■S■A. Accordion S KV. MADE#1 W/CR W/ TILUT TESTING do ENGINEERING COMPANY American Shutter Systems EV.N DESCRIPTION STATE OF 'Ar Z- 6355 N.W.36th.5L,Sia 305,MRGM GMDENS,FLORM 3316 Association. Inc. 1 OLD 11-19z 9•• 4268 Westroads Drive z ,o ORi Phone : (305)671-153°. Fax: (305)871-1531 a–mail: tiltaco®aoL.rnm West Palm Beach, FL 33407 3 ONAL � WALTER A.TILUf'ar. P.E. 4 �� ��� FLORIDA Uc. # 44167 5 P.E. }�glltl�A�fURE/DATE 6 SCHEDULE # -SCHEDULE #-4 'L+' OR "L-" MAXIMUM SHUTTER SPAN* "L+" IMUM SHuTrEp, spffi*"L-v iC OR -L-- (ft.) FOR R "L-" (ft.) INSTALLATIONS INSTALLAnoN I EGEND r or INSTALLATIONS �/� 0 -�—!Y SYMMETRI CONCRETE & WOOD (1) L+. MAXIMUM ALLOWABLE SPAN FOR A GIVEN Or 0 or W MANSORY RODS%0o, ONE W LOCK or or W/ ONE HV LOCKS POSITIVE A.S.D. DESIGN PRESSURE RATING. OR W/ NO LOCKING WALL A, 5, L-- MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE I ONE HV 'T" W/ NO LOCKING RODS ODS C D E. M N 0, P. Q. A.S.D. DESIGN PRESSURE RATING. IDS (5 TOP & (SEE NOTES tit) MOUNTING F, K & L R. S. & V. t tt) (VALID FOR MOUNTING I@ . SHEET (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR CONCRETE&WOOD 7) FLOOR/CEILING G, H, 1. It, j T. WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEILING: NS1ALLATIONS 0 UMMUM CONCRETE MOUNTING I & M U' W & X GIVEN A POSITIVE A-S.D. DESIGN PRESSURE RATING, -INSTALLATIONS 0 WAMUM I- I "I ASM.DESIGN INSTALLATIONS FLOOR/CEIU PRESSURE WALL MOUNTING PREMHE MOUNTING & RATING FLOOR/CEIUNG MOUNTING DETERMINE MAXIMUM SPAN "L+" FROM SCHEDULE. FLOOR/CEUNG MOUNTING OR GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, FLOG ALL MOUNTMG DETERMINE MAXIMUM SPAN "L-" FROM SCHEDULE. L+ (W L-(ft) (0) Li--(ft—) -T L-(R) 0 MAXIMUM SHUTTER SPAN -L+-OR "L-" FOR T, 16'-0" 16'-0' 30 161-0* 15*-0, 30 16'-0' 16'-0' INSTALLATIONS INTO WOOD SHALL BE UMI�O 0 FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 35 14!-10" Ir-lo' 35 105 psf. A.S.D. OF-SIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN 'L+" AND 'L-*. 4-0 13'-10" 13'-l(r 4-0 -T47— 16,-Icr 2- 15,-2" (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR IX-4" 14'-3;'- 4-5 izv-�11 13*-16 13'-4' 14�-J* t HV CORNER CENTERMATE #3 MAY 13E USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 12'-W 13'-7' 50 IZ-5- -527--5- —50. IV-3" T3'-i" MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W1 FLOOR/CEILING MOUNTINGS: 12'-1" 12'-11" 55 i1l-10" 11'-10" 55 11-1" SHALL BE AS INDICATED ON MANDATORY CONDITION #2 FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE 11 l'-7* 12*-4' 60 ill- 111-4. 60 10'-2' NOTE #5. SHEET S. RATING, 111-1* 11!-11. 65 1- 10,-10" 10,-10, 65 91-5" DETERMINE: 10,-9" 111-51 70 70 9- Li+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. — TING NS 0 ;IXNRWM 13U NO MOUNTING C MOUNTING N '07 L 14- 1,3 IZ 3' T _5 12 M SPECIFICATIONS MON J2 10'-4* 111-11 75 --170--1- —10, L2+= MAX. SPAN FOR FLOOR/CEILING MOUNTING -1,- 75 ttEXCEPT THAT MAXIMUM SHUTTER SPAN -L+- OR INSTALLATIONS. 101-0l Iw-g* 80 W-lif W-10. `L-'AND mAximum A.S.D. ortsm PRESSURE RATING FOR 1 FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 91-9. 10'-5" 85 9'-61 9'-6" INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK 90 91-31 9.-3' SHALL BE LIMITED,AS FOLLOWS- DETERMINE: 9-5" RATING. 9'-101 95 91-0" 81-91 1- CONNECTIONS TO KEYSTONE MOUNTING Li- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 91 O_ -0. 9--7- 100 8,-4. LIMITED TO +64,-72 p.s.f. AND 8'-G' SPAN, SEE Ll- MAX. SPAN FOR FLDOR/CFJUNG MOUNTING (@ON SHEET 7. INSTALLATIONS. a, -9. 9-4" 105 EV-7' 7'-11' MOUNTING1 8'-7* W-2" 110 8!-4' 7*-7* FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 8--4- 81-11" 115 8--2- —7*-3- MINIMUM i3ErWEEN *Li+", 'L2+", -1-1-- AND -U-' 8'''--2*- 8--9- 120 W-o' W-11' SEPARATION TO GLASS-SCHEDULE 125 7'-10' 6*-a' (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 7'-10* W-1 130 r-8- 6,-5. PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 71M--9" 7'-9135 7*-7' W-2' WIND ZONE MINIMUM SPACING. 7--7- 7'-6* 140 r--5* V-11* ASTM E-1996 SEPARATION r-S" 7'-3 145 7'-23- TO GIASS 7--4- 7'-0* 150 7--2- 5--7- 7'-e 6--9"- 155 7'-0' 5'--5' 1 1 THRU 3 7--1' 0-7- 160 6'-11' W-2" 7'-0' W-4" 165 61-10, 5.-1. 6'-1I* W-2, 170 W-9. 4'-11' W-9" 61-0.� 175 6--7- V-9" 61-8" 51-10* 1-80 6--6- 4'-8" 61--r 5*-8* 185 6-V 4!-S' HV BLADE -W--6* 6'-6* 19-0 4*-5. 6--5- S.-5. 195 : 6'-3' 4'-3" 6'-4` - 3- 6*-4" 1 5-3' 120 6*-2' W-l" FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone', 0 2015 EASTERN METAL SUPPLY, INC. ......... BERTHA HVTM 11LIEdo 111C. Accordion Shutter System A.S.S.A. H.V. Bl"#1 W OR W/O KV. WMW MADE AmertCLsn butter Systems !EV.fic DES"WRON DATE I DRAWN TICCIT TESTING & ENGINEERING COMPANY w.MP-.AG. Association, Inc. I OLD 11-192 4/13/151 DATE- 4/13/15 ISM N.W.3M.St,SU.30.VIRGINIA ek!Wa,nOf=331 Phone : (305)871-1530 . Fax:(3o5)871-1531 4268 Westroads Drive 2 DRAWING e-mail;tiftecooQuIx m West Palm Beach, FL 33407 3 No EB-0006719 —085 cS WALTER A.Muff Jr. P.E. 4 15 ...... FLORIDA Ue-- p 44167 6 SHEET E/DATE I I 6 11 OF 20 / 13. . . .:111 ':�_ : :: I :�1 •::? 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AS MANUFACTURED BY LT.W. BUILDER.(Min. Pc =3 k9l7 ANCHORS SPACING LEGEND - 1/4.0 x 3/4'ALL POINTS SOLID-SEA'ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW. BOLT& SPECIALTY COMPANY.(Min.f'c = 3 ksi) kS,D.DESIGN NEGRkE PFIESSllitE RMING W k=DESIGN!LEGATIVE PRESSURE RXIM - 1/4.0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT. INC.(Min. f c = 2 ksi) 5 30 40 60 75 90 12D t60 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 14 12 10 9 8 8 6 8 1+ 72 10 e s 8 g 8 TAPCON WITH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORVED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION• INC- 'S 12 10 9 8 S 6 6 1a 12 10 s 6 B 6 g THRFADFORM TECHNOLOGY (Min• f'c = 3 ksi) 14 12 10 9 8 8 6 8 14 12 10 9 8 8 6 5 ALL POINTS SOLID-SET 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 BLUE TAP•W/CAP NOTES: 14 12 10. 9 8 8 6 6 14 12 10 9 8 8 6 5 TAPPER+ at) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WiTH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 SS ANCHORS IS 1 3/4'. AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. 14 12 10 9 8 8 6 45 14 12 10 9 8 6 .4 35 A.2) MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS Sbuo-SET ANCHORS SHALL BE'7/8- INTO THE POURED CONCRETE. NO EMBEDMENT 14 12 10 9 8 8 6 5.5 14 12 10 9 B 8 6 45 INTO STUCCO SWLLL BE PERMTITED. 1/40-20 55 MACFfiNE SCREW USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST. AND 14 121101 9 8 8 6 5 14 12 10 9 8. 7 5.5 4 •sEE Al10Ns DF USE FOR 1' MINIMUM FOR WALLS WiTH NO STUCCO. 14 12 101 9 8 8 6 5.5 14112 101 9 1 8 1 B 1 6 4S E l'Y oN''lIfET 19 14 12 10 9 8 65. S 3.5 14 12 10 8 6.5 b 13.5 3 A3) IN DISE THAT PRECAST STONE. PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EDSTING WALL OR FLOOR. 14 12 10 9 8 8 6 45 14 12 10 9 1 8'1 6 4.5 175 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON 14 12 10 9 s 75 SS 4 14 12 10 9 8 6 45 35 NOTES a1) do A2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EFS WiTH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. FOR 14 12 10 9 B 8 6 5 14 12 10 9 8 55 •5 3.5 INSTALLATION INTO EIFS WiTH METAL STUDS SEE SHEET 20. 14 12 10 8.5 7 55 4 1 3 114 12 8 BS 55 4 3 - 14 12 10 e a 65 5 3,75 14 12 10 8S 8 5 4 - (B) TO EXISTING CONCRETE BLOCK: (ASTM C-90) ' 14 12 10 9 8 65 45 35 14 12 10 8 7 5 35 3 - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX. 14 12 10 9 8 7 5 4 14 12 10 9 75 SS 4 3 - 1/4'0 x•3/4'ALL POINTS SOLID-SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW BOLT& SPECD1lTY COMPANY. 14 12 9 7.5 6 4S 35 - 14 10.5 7 5.5 4.5 35 - - - 1/4'0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT. INC_ 14 12 10 9 75 55 4 - 14 12 9 7 75 45 - - - 1/4'0 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC.,AND DISTRIBUTED BY ALL POINTS SCREW, BOLT &SPECIALTY 14 12 10 9 75 5.5 4 - 14112 9 7 e 4S 3 - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 14 12 10 1 9 8 6 4 - 14112 10 I 8 65 1 5 3.5 - NOTES: 14 12 8 16.5 1 5.5 4 3 - =19.5 6 1 5 4 1 3 1- - 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 9.51 8 16.5 5 - I- 114 112 8 6 5.51 4 1- - WiTH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1 . 14 12 101 8 16.5 5 - f- 114 112 B 6.5 S 1 4 - 14 12 10 9 7.5 4.5 - - 14 12 85 7 55 4 - - 82) MINIMUM EMBEDMENT OF 1/4.0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE EN11RELY EMBEDDED INTO THE CONCRETE BLOCK. NO 1'4 Y1 7 531 S 3S - - 11 I a 55 45 &5 - - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4' 0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO 14 12 85 7 15.5 4 - - 14 110.5 7 5.5 6 4-9 - - E(IST,AND 1- MINIMUM FOR WALLS WITH NO STUCCO. 14 12 9 7 16. 4.5 - - 14 111 7 55 4.5 3.5 - - 14 12 10 8-16.5 5 - - 14112 8 6 5 4 - - 8.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS. PAVERS OR ANY VENEER BE FOUND ON THE EOSTING WALL OR FLOOR, 13 95 6.5 5 14 3 - - 10 7.5 5 4 3 - - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAiD WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON 14 1115 9. 6 1 5 4 - 12Z 9.5 6 5 4 4 NOTES B.1) & B.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR BES WiTH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. 14 12 8 85 55 4 - - 13 10 6.51 5 4 3 - FOR INSTALLATION INTO ETFS WITH METAL STUDS SEE SHEET 20. 14- 12 9 7 6 4.5 '- - 14 10.5 7 15.5 45 3.5 - - 12 9 6 14.5 4 3 - - 1 9 7 45 35 3 - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 14 10.5 7 15.5 4,5 - - - iS 85 55 4.5 11751- - - 14 15 7.5 6 5 - - - 12 9 6 4.5 4 - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE (ED.) VERSUS SPACING RElATiONSHIP FOR ANCHORS. 14 12 a 16.5 55 - - - 113 10 65 5 4 1- - - EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: 11 8 55 4 35 - - 8 6 4 3 - MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW. FOR E D.LESS THAN THE INDICATED,REDUCE ANCHOR SPACING 13 95 6.5 5 4 - 10.5 8 5 4 - - - - BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 14 110.5 7 5.514.5 - - 11 8.5 55 4.5 35 - REDUCED SPACING OBEAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE 14 111.57.5 s 1 5 - - - 12 9 s 45 4 - - - FACTOR 10 7S 5 4 3 - - - 7.5 5S 4 3 - - - - ACTUAL TAPCON WITH ADVANCED TAPPER.+ 12 9 6 4-5 4 - - - 9.5 7 5 4 - - - - EDGE TAPCON ALL POINT SOLID SET BLUE TAP W/CAP is 9.5 55 s - - - - 05 75 5 4 - - - - 1 V BLADE DICTANCE THREADFORM TECHNOLOGY MIN.SPACING 14 NOS 7 55 - - - 11 BS 55 4.5 - - - ED. MIN. SPACING - 3' MIN. SPACING - 3' MIN. SPACING - 3 1/2' MIN. SPACING = Y 3 3/4- 4' 9 1 7 4-513.51 - - 1- 1- 1 7 5 3.6 3 1- - - - 1 HV BLADE RED CONCRETE& POURED OSE DaJCt�TE gOaX POURED CONCRETE& POURED CONCRETE R pQR D E ATE SNOOK CONM11 a 5.5 4S - - - - 9 65 45 - - - - - •� V WIN OW TE BL°CK UK FesEOL-or .=3 1/7 MN.M-2 1/Y M!L ER*JONCRETE HL BLOCK TBH E0.3CRETE �K MN.Fes.=3 1/r MN,EA-2 1/7 35 ; s - - - - - os a 4s - - - - - BLADE WQ K(�ING z 131/z• 1.0 o90 1.0 10 0.78 1_0 a°a �.o 85 65 4 - - - - - 6.5 5 3 - - - - N UN S N 0.6 8 5 - - - - 85 8 4 - - - - - 2' - 0.71 - - - 051 - 1.5 8.5 55 - - - - - 9 65 45 - - - - 1 3/4' - 0.91 - - - 0.43 25 9.5 6 - - - - - 10 75 5 - - - - - 1 1/2- 0.35 - - - 0.35 - 6 6 4 - - - - 6 45 3 - - - - - 95 7 s - - - - - a 6 4 - - - - - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone P:T!L(�T'�,.,� ©2015 EASTERN METAL SUPPLY, INC. - - ��• �ENSF•`'�'-,', ELIEC011111,111c. BERTHA HVTM A.S.S.A, Accordion Shutter System KV aADE #1 W/OR W/O FW. IA=N MAGE American Shutter Systems EV.N DEscRIPnON DATE DRAWN BY: M.L.•cc TILLIT TESTING do ENGINEERING COMPANY $PATE�� :�` W55 N.W.36th.St.Ste_30.VRGMW GIRDID13.FLORIDA 3316f Association. Inc. t OLD 11-192 4/13/15 mm 4/13/15 Phone : (305)871-1530 . Fox: (305)871-1531 4268 Westroads Drive 2 DRAWING No '-fP.E. 0,�:•., OR G��� a-mail:tilteco®aol.com West Palm Beach, FL 33407 3 EB- SlONA4����`% WALT a nlir7rt�r.P.E 415-085 ` FLORIDA Uc. 6 44167 s S 13 OF 20 If9t!Xy81dNATURE/DATE MAXIMUM ANCHOR* SPACING an,) SCHEDULE FOR A GIVEN MAX. SHUMR SPAN. A.S.Q DESIGN NEGATIVE PRESS U E ReTING NQ A .ORRESPONDING MOUNTING ME FOR CONCRETE OR CONCREtE BLOCK INSTALLATIONS (SEE MOUtfI1NG5 1,J.K&L ON SHEET 7) POURED CONCRETE POURED.CO CONCRETE.BL000 ANCHORS SPACING LEGEND 1 WALK ovER& 1 TRENCH AUDOIIUY QRAINGUARD MOUNTING QK WALL/FLOOR MOUNTING i(g)WALL/WALK OVER MOUNTING TAPCON OR ftµ AID.DESIGN NFTATNE PAISSURE RATH7C OFSIGN NFTATNE PRL551Aif RA161G D.D69GN NEGI9IVE PRFSSIIRE RAIRZC WICN WNIVE PRESSURE RATING TAPCON WITH ADVANCED 30 140160 175 190 120 160 205 30 140 60:7519011261160 205 30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 205 THREADFORM TECHNOLOGY 14 12 10 9 8 8 6 6 12 12 12 12 12 1S 8S 6S 7 7 7 7 7 7 7 5.5 s 5 5 5 5 5 5 s ALL POINTS SOLID-SET 3'-0" 14 12 10 9 8 '8 8 6 12 12 12 12 12 12 9.5 7 7 7 7 7 7 7 7 7 S 5 5 5 5 5 5 5 R USS 14 12 10 9 8 6 6 8 12 12 12 12 0.5 8 6 4S 7 7 '7 7 7 7 7 6.5 5 5 5 5 5 5 5 5 BLUE TAP 14 12 10 9 6 6 8 8 12 .12 12 12 12 10 7S 6 7 7 7 7 7 7 7 7 5 5 S 5 5 5 5 5 TAPPER+ 14 12 10 9 8 8 6 8 12 12 12 12 15 85 6.5 5 7 7 7 7 7 7 5.5 4 5 5 5 5 5 5 5 4 4'-0' 14 12 10 9 8 8 6 6 12 12 12 12 12 9.5 75.5 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 14 12 10 9 8 8 6 8 12 12 12 85 B 8 4S 3S 7 7 7 7 7 7 6S 5 5 5 5 5 5 5 5 5 14 12-110 9 8 8 6 6 12 12 -12 12 10 75 T5 4 7 7 7 7 7 7 7 55 5 5 5 5 5 5 5 5 14 12 10 9 8 8 6 8 12 12 12 11 9 7 5 4 7 7 7 7 7 5S 4 3 5 5 5 5 5 5 4 3 5'-0' 14 12 10 9 8 8 6 6 12 12 12 12 10 7-515.5 4 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 14 12 10 9 6 8 6 8 12 12 95 75 8 4S 3.5 - 7 7 7 7 7 7 5 3.5 5 5 5 S 5 b 5 4 14, 12 10 9 8 8 8 6 12 12 12 9S 8 6 45 - 7 7 7 7 7 7.5.5 4 5 5 S 5 5 5 5 4 * SEE ANCHOR 14 12 10 9, 8 8 6 6 12 12 11.5 9 7S 5.514 3 7 7 7 7 7 4.5 3S - 5 5 S 5 5 4.5 3.5 - SPECIFICATIONS 6'-0' 14 12 10 9 8 8 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 5 5 ON SHEET 13 14 12 10 9 8 8 6 6 12 12 8 6 5 4 3 7 7 7 7 7 55 4 - 5 5 S 5 5 5 4 3 14 12 10 9 1 8 8 8 6 12 12 10 8 BS 5 .75 - 7 7 7 7 7 6 4S - 5 5 5 5 '5 5 45 - 14 12 10 9 8 8 8 6 12 12 10 8 8.5 5 3S - 7 7 7 6.5 5S 4 - 5 5 S 5 5 4 3 - 7'-0' 14 12 10 9 e 8 6 6 12 12 12 8.5 7 5 4 3 7 7 7 7 7 7 7 6 5 5 5 5 5 5 S 5 14 12 10 8 8 8 B 8 12 10 BS, 5 4.5 3' 7 7 7 7 85 5_ 3 5 5 S 5 5 S13.513 14 12 10 9 8 6 8 8 12 12 8S 7 5S 4 - - 7 7 7 7 T 5 - - 5 5 S 5 5 5 4 - 14 12 10 9 8 8 8 - 12 12 8.5 7 5S 4 3 - 7 7 7 5.5 4.5 _3 - - 5 5 S 5 .6 35 - - O VAUD ONLY FOR UP ES +70, -75 PSF A.S.D DESIGN PRESSURE 8'-0' 14 12 10 9 8 6 6 12 12 O5 7S 6 4.5 3S - 7 7 7 7 7 7 7 4 5 5 S. 5 5 5 5 5 RATING & FOR SPANS PER 14 12 10 9 8 8 6 - 12 9 8 45 4 3 - - 7 7 7 7 55' 4 - - 5 5 S. 5 S 4 3 - SCHEDULES, SHEET 11 14 12 10 9 8 8 6 - 12 11117"..5 6 5 .75 - 7 7 7 7.6 8 45 5 5 5 5 5 4.5 .14 12 10 9 8 8 - - 12 15 7S B 5 3S - 7 7 6S 5 4 5 5 6 5 4 3 - 9'-0' 14 12 10 9 8 8 - - 12 12 9.5.8.5 15.5 4 3 3 5 5 5 5 5 5 5 5 14 12 10 9 8 8 - - 05 8 5 4 35 - - 7 7 7 8 5 3S - 5 5 5 IS 5 4 3 14 12 10 1 9 8 8 - 12 10 6.5 5 14.5 - 7 7 7 65 5.5 - 5 5 S 1 5 5 4 14 12 10 9 8 8 - - .12 io.5 7 SS 14.5 3.51- 7 7 55 45 3S - - 5 5 5 45 35 - 10'-0' 14 12 10 9 8 8 - 12 11 8S 6 5 3.5 - - 7 7 7 7 7 7 4.5 - 5 5 5 5 5 5 5 4S 14 12 10 9 1 8 8 - 9S 7 4:5 3.5 3 7 7 7 15.5 4.5 - 5 5 5 -5 -4.5 3.5 14 12 10 9 1 8 8 - - 12 9 5 5 4 7 7 7 B 5 5 5 S 4S 5 14 12 10 9 B 8 - - 12 95 6 5 4 3 7 7 5 4 3 - - - 5 5 5 4 3S - - 11'-0" 14 12 10 9 8 8 - - 12 10 7 55 4.5 3S - - 7 7 7 7 7 7 3S - 5 5 5 5 5 5 5 4 ` , 14 12 10 9 8 8 - - 65 65 4 3S 3 - - - 7 7 8 6 4 - - - 5 5 5 5 4 3 - - V BLADE ONLY 14 12 70 9 8 8 - - 11 8 SS 4 - - - - 7 7 7 55 4S - - 5 5 5 5 4S - - - (1) 1 1 14 12 10 9 8 - - - 11.111. 5S 4.5 3S - 7 7 4S 3.5 - 5 5 4.5 3S 3 - - - 12'-0' 14 12 10 9 8 - - - 12 9S 6.5 5 4 3 - - 7 7 7 7 7 6 3 - 5 5 5 5 5 5 4S 3S 74 12 10 1 9 1 8 - - 8 16 4 3 7 7 5S 4.5 3SI- 5 5 5 4.51 4 3 - 14 12 10 9 8 - - 10 7.5 5 4 7 7 6 5 5 5 5 5 4 1.4 12 10 8 8 - - - OS 8 5 4 3S - - 7 65 45 35 - - - S 5 45 35 3 - - - 13'-0" 14 12 10 9 8 - - - 15 85 6 4.5 35 3 - - 7 7 7 7 7 43 - - 5 5 5 5 5 5 4S 35 14 12 10 9 8 - - - 7 5S 35 3 - - - - 7 7 5 4 3 - - 5 5 8 4 3 - - 14 12 10 9 6 - - - 9 7 45 .75 - 7 7 5S 4S - - 5 5 5 45 4 14 12 10 8 - - - - 10 75 54 3 - - - 7 8 4 3 - - S 5 4 3 - - - 14'-0' 14 12 10 9 - - - - OS 8 5S 4 3S - - - 7 7 7 7 7 4 - - 5 5 5 5 5 5 4 3 14 12-10 9 - - - OS 5 3 - - - 7 7 5 3S - 5 5 5 t 14 12 10 9 - - 8S• 6S 4 - - - 7 7 5 4 - - - 5 S 5 4 - - - - 14 12 10 - - - - 9 7 143�.5 3 - - 7 5.5 3S - - - - - 5 5 3.5 3 - 15'-0' 14 12 10 - - - - - 10 7,5 3 - - - 7 7 7 7 7 35 - - 5 5 5 5 5 5 414 12 10 - - - - - 6 45 - - - - 7 7 4.5 3 5 5 45 3.514 12 10 - - - - - 8 6 - - 7 7 5 - - - - 5 5 5 4 14 72 10 - - - - - 8.5 65 - - - 7 &5 3.5 - - - - 5 5 3S - - - 14 12 TO - - - - - 95 7 3 - - - 7 77 7 6 3 - 5 S $ 5 5 4514 12 10 - - - - - 6 45 - - 7 8.S 4 - - 5 5 4 3S 14 12 10 - - - - 7S SS - - - - 7 7 4.5 - - - - - S 5 4S - - - - - FLORIDA BUILDING CODE(Non High Velo �tVk A. •�� C�2015 EASTERN MF �:.• BERTH T1 L E C OINC. KV. S1 AAS.S.A■ . BADE#1 W,OR W/O : 1 American Shutter Systems EV.H DESCRIPDON TICCIT TESTING & ENGINEERING COMPANY :. STATE OF 6355 N.W.36th.St,Ste.30.VRGM GARDENS,FLORIDA 3316 Association, Inc. 1 OLD t 1-192 4, • !' Phone : (305)871-1530. Fox: (305)871-1531 4268 Westroads Drive 2 ��i (C�i••••QRIDP,.•-`v`���� a-mail:tRteeocool.com West Palm Beach, FL 33407 3 %.,S��NAL E�G;`w`�` WALTER A.v�i1;r..E 5 P.E. SEAL91(3N14itlFla�/DATE e MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f,) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE FOR A IFN MAX. SHUTTER SPAN, NEGATIVE A.S.D. DESIGN PRESSURE RATING AND A rO1 RESPONDING MOUNTING TYPE. (SEE MOUNTINGS ON SHEETS 16 & 17). :E3 LJ B !EF3TF�ATE INE No. 2 W/ MIN. G=0.55, SPRUCE-PINE FIR NORTH SPRUCE PINE FIR SOUTH s0 PINE No. SPRUCE PINE SPR CE P!N 1/2" MIN. CDX DOtW1�LA4NFIR W%5' FIR NORTH FIR SOUTH FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD MIN. G=0.51 W/ MIN. G=0.43 W1 MIN. G=0.36 fflNGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T & R FLOOR MOUNTINGS M, N. 0 & R FLOOR MOUNTINGS M. N. 0 & R FLOOR MOUNTINGS WALL MOUNTINGS B.O. WALL MOUNTINGS B.O. WALL MOUNTINGS B.O. WALL MOUNTINGS W & X W & X W & X P &' Q S & v S &v S & V 6aTc fy�j 6S9I NBanE RT�tRE tlaBC(os} tt5dl tI3;Q�RIEmFE mels(� sea l¢surrE I1�9TE aaBs(� t�11 NE6ahE RFS9eE Imes(� �RT:aIE 8E9ITE Barts Ips Oea NOG11S PISA1t:kVel6(eij Deal SAE Rt14rtE WfIeT;(� [F991 RWM1E RT191E R®6(p) oma f@AhE PI�1ffi RAMC fpfl 90105 30 40 BO 75 90 05 30 40 60 75 90 05 30 40 60 75 90 05 30 40 6075 90 105 30 40 6075 90 05 30 40 60 75 90 05 30 40 60 75 90 05 30 40 60 75 90 105 30 40 60 75 90 105 8 8 6 6 6 6 16 112 10 10 9 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 12 12 12 12 12 12 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 16 5 4 4 4 3 12 12 12 12 12 112 12 12 12 12 12 12 1 112 112 12 12 12 8 8 6 6 6 6 6 5.512 10 109 8 8 6 6 6 6 6 5 12. 10 10 9 8 7 6 6 6 6 6 5 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 1212 12 12 12 12 12 12 0.5 8 6.5 8 B 6 8 5.5 4.5 12 10 10 9 8 5 6 B 6 .5 5 4.5 12 .10 10 9 6 3.5 6 6 6 6 5. 4.5 6 5 4 4 3.5 - 12 12 12 12 12 12 12 12 12 12 12 12 12 12 11212 10 8.5 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 5 4 3.5 6 5 4 4 - - 12 12 12 12 12 12 12 12 12 12 12 0. 12 12 12 0.58.5 7.5 5 4.5 3 6 6 6 5 4 3.5 12 10 10 6 3.5 - 6 6 5 .5 3.5 3 12 10 10 4 - - 8 6 5 .5 3.5 3 6 5 4 - - - 12 12 12 12 12 12112 12 12 12 11 9.5 12 12 1.5 9 7.5 6S 3.51- 6 6 5.54.513.5 3 12 �10 9 4 - -16 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 0. 12 12 12 1. 9.5 8.5 12 12 10 8 6.5 5.5 - - 6 6 5 4 3 - 12 10 6 3 - - 6 6 4 .5 3 - 12 10 3 - - - 8 6 4 .5 3 - 6 5 _.- - - 12 12 12 12 1.59.512 12 12 10. 8.5J61 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 8.5 12 12 12 9.5 812 8 6.5 5.5 4.5- - 6 6 4 - - - 12 10 3.5 - - - 6 5 3.5 - - - 12 10 - - - 6 5 3.5 - - - 6 5 - - - - 12 12 12 1. 9.5 8 12 12 11 8.5 7 1.57.5 6 5 46 6 - - - - 12 7O - - - - 6 4,5 - - - - 12 .5 - - - 6 4.5 - - - - 6 4.5 - - - 12 12 12 0. 8.5 7.5 12 12 10 8 6.50.5 7 5.5 4.5 46 5.5 - - - - 12 7 - - - 5 4.5 - - - 12 7 - - - - 5 4.5 - - - 6 3 - - - - 12 12 12 9.5 8 6 12 12 9.5 .5 69.5 6.5 5 4 36 - - - - - 12 - - - - - 5 - - - - - 12 - - - - - 5 - - - - - 6 - - - - 12 12 11 9 7.5 5 12 12 8.5 7 69 6 5 4 - 6 - - - - - 12 - - 5 - - - 1.5 - - - - 5 - - - 6 - - - 12 12 10. 8.5 6.5 4 12 12 8 6.5 58.5 5.5 4.5 3.5 - S ,1 HV BLADE OR HV BLADE W/ �1cA HV WINDOW BLADE WORKING IN UNISON* Y. ♦SEE VMffAVONS OF USE FDR BLADE ON SHEET 19 ♦ NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. NCHORS TO WALL,FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING -SOUTHERN PINE No. 2 W/6=0.55(N.DS) /4'f TAPCON ANCHORS,ASMANUFACTURED BY I.T.W.BUILM W/MINIMUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/G-0.50 (N.D.S.) I SECTION ON SHEETS 16& 17. -SPRUCE PINE FIR NORTH W/G-0.43 (NAS.) PITON:SEE NOTE 2 BELOW. -SPRUCE PINE RR SOUTH W/G=0.36(N.D.S.) NCHORS TO HOLLOW CEILING SHAM BE AS PER MOONING TYPE U,SHEEP 17 AND SMALL CONSIST OF -MW. 1/2'COX PLYWOOD(1986 APA) SCREWS AS PER NDS 2012 SPECIFICATIONS. 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTIIREA. FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone 2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM ` ,puutul�u�� '' ELIEco1Nc. AmSwSwA■ Hv.A��ECrw�°aRnw/ohutter WINDOW REV. stem NJ DESCRIPTION DATE I DRAWN 11r: M.L.S American Shutter Systems M. TILLIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/15 0,55 N.W.36th.St,Ste.3Ds,VRCINN GARDENS,FLOfMA 3316 4268 Westroads Drive 2 Phone : (305)871-1530 . Fax: (305)871-1531 DRAWING No e-moil:tilteeo®aol.com West Palm Beach, FL 33407 3 15-085 TNGNo .�2 ®-0006719 sigre of ` WALTER A.TILUT Jr. P.E. 4 s '• ��` FLORIDA 11a. $44167 s SHEEP s 15 OF 20 _INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (D HV & d1 HV:♦ BLADES AS MAX SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE1 ONLY SHALT WALL FINISH BE LIMITED TO 105.0 psf, A.S.D. DESIGN PRESSURE RATING. SEE SHEE . 19 FOR MAX 'SPAN & 1/4'0 TAPCON OR A,SA DESIGN PRESSURE RATING F09 INSTALLATION WITH BLADE M& A WORKING IN UNISON _ TAPCON WITH ADVANCED -0 TAPCON OR w/ 1 1 2" TECHNOLOGY PENETRATION TAPCO WITH ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2' min. PENETRATION N,. OF THREADED AREA TO W/ 1 1/2" Min. PENETRATION OF THREADED AREA TO EXISTINGNK EXISTING WOOD HEADER. 'y' WOOD HEADER. (SEE SCHEDULE ON SHEET 15) To a�(S I (SEE SCHEDULE ON SHEET 15) 1/4"0-20x3/4' S.S. MACHINE SCHEDULE ON SIiFkT �7p SCREWS W/ 1/4'-20 NUTS 11 FOR HAOEOA OR� s"•' iv v R 1 8 6 12"O.C. 1 ON SHEET 19 FOR o 1' Min. EXISTING 1 BLALIES O& Z a ^ GLASS--II WALL I I a OR 1 N I FINISH I I 1 y EXISTING MIN. I I FINISH W 2'x4"WOOD EXISTING MIN. HEADER REQUIRED I -- 1 DOR (B* 1 2'x4'WOOD EXISTING 1 h914 pARAn� I 1 TAPCON HEADER REQUIRED 'l T HR 0 DFORM C THREADFORM T GLASS I 1 I " Min. PENETRATI01 GLASS EXISTING WOOD L TO SaMI E ONSHEETMIN. SEPARATION TO GLASS SEEI I (SEE SCHEOULE i I II SHEET 19 FOR EXISTING GLAS (SEE SCHEDULE ON SHEET 11Y— ON 12'x4" CONT. BLADES O&.® I 1 4 1 PLATE REQ'C ®HV WALL HEADER INSTALLATION OHV WALL HEAD9R INSTALLATION I OO HV WALL $11_1_ INSTALU EXISTING I MIN. SEPARATION TO GLASSI I I I MIN- SEPARATION S TO GLASS GLASI EXISTING —(SEE SCHEDULE ON SHEET 11) EXISTING (SEE SCHEDULE ON SHEET 11) NTA. MIN. SEPARATION TO GLASS WOO PLATE (SEE SCHEDULE ON SHEET 11) GLASS' ; I X GLASS REQ'D. � � 1/4"0-2Dx3/4'S.S. 1/4'0-20x3/4"S.S. MACHINE 20S I USING 1/44'.—20 NUTS "•r:'::-; MACHINE SCREWS W/ I I ;,.:.�. ® 12"D.C.WALL 1/4"-20 NUTS® 12' 1 FINISH I I I F" O.C. OR . . .. 1 OR@ r • 2'x4' CONTLEQj WOOD PLATE REVD. 1' Min. iv 1 iv 14 '.� 1/4"0 TAPCON C OR THREADFORM T r 2'x4'CONT. d Min. PENEIRAT101 1/40 TAPCON OR TAPCON WITH ADVANCED ; ' SILL PLATE tip: EXISTING WOOD 10 TAPCON OR MQTE REQ'D. SEE SCHEDULE 1 Min. PENETRATION OF THREADED AREA INTO PLYWOOD .`; THREADFORM TECHNOLOGY W/ 1/2" TAPCQN WITH ADVANCED 1—SEE SHEET 4 FOR TYPICAL t - WALL FINISH (SEE SCHEDULE ON SHEET 15) EXISTING MIN. 2"x4' 1/2 MIN. CD THREADFORM TECHNOLOGY SHUTTER ASSEMBLY. . STUDS ® 16" O.C. MAX. PLYWOOD REQ'D. w/ 1/2" Min. PENETRATION OF 2—MOUNTING SECTIONS CAN BE 14 1/2' MIN. COX PLYWOOD REQ'D. WALL FINIS THREADED AREA INTO PLYWOOD COMBINED IN ANY WAY TO r-o"' REVD. PLYWOOD TO BE (SEE SCHEDULE ON SHEET 15) SUIT ANY INSTALLATION. l�J HV WALL SILL INSTALLATI \-EXISTING MIN. 2'x4'STUDS ® 16'O.C. MAX. REQ'O. ATTACHED TO STUDS IN PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH WITH SECTION 2308 OF THE FB.C. SECTION 2308 OF THE ®HV WALL SILL INSTALLATION ♦SEE UM ATIONS aF U E OF PQHV WALL SILL STAL TION F.B.C. BIADE 8014 SHEET 19 FLORIDA BUILDING CODE(Non Nigh Velc ©2015 EASTERN M BERTF y, Accordion S 1 L ECO iNA.S.S.A■ KV. RADE#1 W/oR W/( `� -A = TILLIT TESTING do ENGINEERING COMPANY American Shutter Systems �,, R oesatlPnoR 6355 R.W.3M.St,Ste.305.NRGNIA GARDEM.FLORIDA 3316C Association, Inc. 1 QLD 11-192 Phone : (305471-1530 .Fax: (305)871-1531 4268 Westroads Drive 2 F •��tr a—meiE tiltecoccol.com West Palm Beach, FL 33407 a %��.C�' 0 R 10A.•' EB-0006719 4 ��i Cc• '••....•••'•������ WALTER A TILLIT Jr. P.E. 6 10� ATE FLORIDA Lie. 44167 6 ION DETAILS ON EXISTING . WOOD BUILDINGS FOR 1 HV & Q HV* BLADES (AS APPLICABLE) MAX SHUTTER SPAN L+ OR L FOR INSTALLATIONS INTO WOOD WITH HV BLADE () ONLY SHALL LIMITED TO 105.0 atA.S.D.--DESIGN PRESSURE RATING SEE SHEET9 OR MAX FINISH SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE 1) & WORKING IN UNISON 1/4'0 TAPCON OR 4"x8" (MEXISTING EO EO 2 MIN in.) EDGE IF APPLICABLE) TAPCON WITH ADVANCED THRIADFORM TECHNOLOGY WOOD BEAM REQUIRED. W/ 1 1/2' Min. PENETRATION 1/4"0-20x3/4" S.S. OF EM TINGRAL ADEQUACY OF THREADED AREA TO / OF DUSTING WOOD BEAM EXISTING WOOD HEADER. 1' MACHINE TRUSS HEAD TO BE CERTIFlED BY EXISTING WOOD SEE SCHEDULE ON SHEET 15) Min• MACHINE SCREWS REGISTERED ENGINEER OR TRUSSES OR ( W/ 1/4'-20 NUTS ARCHITECT PRIOR TO1/2' 1/2' RAFTER ®24' '9 E E ® 12' O.C. SHUTTER INSTALLATION. O.C. REQUIRED 1 OR 1/4'0 TAPCON OR EXISTING SOFFIT TAPCON WITH ADVANCED 3/4'Max.THK. ,257" THREADFORM TECHNOLOGY Max. W/ 1 1/2'Min. PENETRATION14x3/4" E E 1'x4'xt/B' CONT. ALUM_ TUBE OF THREADED ARTA TO E Q S.M.S. (6063—T6 ALLOY) W/ ONAL EXISTING WOOD HEADER. ® 1 (3 ' (SEE SCHEDULE ON SHEET 15) 6'O.C. or @ 1 CH)5/16RAFTER0LAG ORSCREWS TRUSS.TO 1 or Q or 1© I or 15 FALOCATE LAG SCREWS AT 1 MIDWIDTH OF EXISTING WOOD 1 I MEMBER, (2" Min. NOMINAL EPARATION TO GLASS L/ OPEN HOLE AT EACH WIDTH) W/ 2' Min. DUSTINGI STUD TO ACCEPT PENETRATION OF THREADED HEDULE ON SHEET 11) GLASS—I .5/16'0 LAG SCREW AREA VALID FOR AT CENTER OF TUBE. INSTALLATIONS WITH 72psf MAX.AS.D. DESIGN LOAD AND FAL gPPRATION f. DUSTING 1 vara SFP6RKM to 9'—O" MAX. SPAN.THIS WALL HEADER INSTALLATION I �( N Gam! ;D GLASS(� INSTALLATION IS ONLY VALID I safnLLE ON MU FOR WOOD W/ MIN. SPECIFIC tBLADE ON�9*U 1919 F (�OR ®♦ '� 11 FOR BLADE(DMO GRAVITY OF 0.50 AS DOUGLAS ON SHMT BIOCES m tp® 1 O&® ♦ FIR OR SOUTHERN PINE No. 2. FOR TYPICAL SHUTTER ASSBA13LY DR ® OR EQUAL MONS CAN BE COMBINED OT HV CEILING INSTALLATION SUIT ANY INS15AL1AMON. (U)HV CE LING INSTAELATION 70 �^ "GLASS W OR ®♦ MIN.SUM&F ON SFW ATI I I TION TO GLASS I —I 11 FOR R"(DAMO GLA S E ON SHEET 11) EXISTING I DN safr 19 F6R GIJSS (SEF SCHEDULE \I Hi(D&@ \ ION SHEET 11) 11l I a ALTER I I ANCHOR f 1 8 I I \ LOCATION EXISTINGIT 11 I 1/4' ©+ 7 I s/a• 10 WASHE/R4 HEEAD TEK �� I I 2'x6' MIN. WOOD DECK REQUIRED Max. SCREWS O 12'o.c (NO FINISH 1 OR 2'x6' MIN. WOOD ALLOWED) DECK REQUIRED (NO FINISH ALLOWED) 1 2' 1" OF 1 EDGE OF DECK EDGE.OF DECK LEQ— DECK IF IF APPLICABLE IF APPLICABLE APPLICABLE 1/4"0-20x3/4' S.S. 1 4'0 TAPCON OR 1' PHILLIPS TRUSS HEAD 2 11APCON WITH ADVANCED M'n' MACHINE SCREWS 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W 1 1 2 Min. 2' MIN. W/ I 1 FORM TECHNOLOGY W/ 1/4--20 O.C. NUTS / / W/ 1 1/2' Min. PENETRATION ® 12'p,p_ 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM 2' MIN. PENETRATION OF THREADED TECHNOLOGY W/ 1 1/2' Min. PENETRATION OF THREADED AREA TO OF THREADED AREA AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) SCHEDULE ON SHEET 15) HEADER. (SEE EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) ♦ SEE UM ATIONs OF USE FOR QX HV WALK—OVER INSTALLATIOR 'WALL SILL INSTALLATION 13ME2N SHED 19 WO FLOOR INSTALLATION FLORIDA BUILDING CODE Non High Velocity Hurricane Zone A.•T, /�� 0 2015 EASTERN METAL SUPPLY, INC. . . . BERTHA HVTM sF - 11LIECO ,mc-'\ A S S A Accordion Shutter System A.S.S.A. KV. RADE#1 W/OR W/o KV. WINDOW 11A.DE. American Shutter Systems REV. NJ DESCRIPTION DATE I DRAWN BY: ML TILLIT TESTING do ENGINEERING COMPANY Association, Inc. , OLD 11-192 4/13/15 DATE 4/13/15 -'p'•, 63'59 N.W.36th.SL,Btm 369,VIRGIM GATID176.FLORIDA 3316 4268 Westroads Drive 2 Phone: (305)871-1530 . Fax:(305)871-1531 DRAWING No '-i,�c�`�;••.,• `.``��� "na�aT�Owccol.com West Palm Beach, FL 33407 3 IVAL EN���`` WALTER A TILLIT Jr. P.E. 4 15-085 � FLORIDA Uc. $44167 5 SHEET P.E. SEAL��'I�wA�URE/DATE 6 17 0F 20 END INSTALLATIONS HV BLADE OR �1A WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS 2 x4'Mw.WOOD SNOS RMID, 2x4'MIN.W00D 2x4-Mw. SNDS FWD. Y WOOD SRIDS. 1/<'/TAn J (AS APPEIC" \ / ANCHOR O B'04. µ• \\ / SR105 CR W/MQL R1GSH 1/2-PENETRATION 1 \ / FINISI ExtoNg CLASS F Cox PLYW OD 6'NO SIv05 em. Al EK✓SIINC CLASS OOSfINC GLASS '( / pl M01 SEPARAIRY1/Y Lw.COX ,.Ip O1ASS(SEES .a�+ti, L' 1/Y MIN.COX Y TO MASS(SEE AGN.SOWA NR.4EDUE ON$EFS PLYWOOD. �v t'. )' +c• SCIECI.+E ON SHEET TO(SASS(SEE 1/2'MIN.Go 11 FOR 9ACE®AND 1/18x3 11 F R 910E(DAND La SCHEDULE ON 4ffT PLYW000. 1/2 ON 9W 19 RR (6087-7�COHI. �N 1/2•MIN.CDX ON SHEET 19 FUR n FOR BIDE(DAND BLADES(D a® (LOCATE 1/2 PLYW000. ma® W, ON SHEET 19 FOR 12"MIN. AT EITHER UN) Mw FINISH 9ADESma I OF USE 1'OR Y MAX — 0100/2-S.M.S. _ _ fA5 A .119 '-Y 016 O.C. )10x1/2"SMa A1.WP7UV CLIP AN= 016 O.C. (000,70 ALLOT)AT t0006-AT ¢ (1)/10x1/2'S.MS.T0r41h 5 4 WALL. I'ofN9 Ax Ir a TO 1 OR®� SEE CETA L x Pa • °"�SME OF 4) 1 OR®o SIDE CONNECRON 1 OR SEE CEON x FOR t OR®' m TRACKS ama©'Oa 60�•®- SEE DErA To IEC ¢ 6 �•� BEE CONNECTION SIDE CONNECTION ®v®a�001Q TO TRACKS �v Ov�®•®v ��®a®`®°'©•®v END CONNECTION DETAIL Q END CONNECTION DETAIL Q9 END CONNECTION DETAIL 4 END CONNEMION.DETAIL __ EXLS11N0 • REWIRED ON 7 FOR SPANS GREATER THAN 12'-0 2':4'MIN.WOOD 7/<�TAPCON ANGIORS 1 � [ SRX1S R£p'D. W/I I/Y YII,I. /4 f TAPCON ANCHO j10x1/2'SAIS. . W/1 1/Y MW. 016 ddCG. PFNETRUION 0 12'aR PENETRATION O 1Y O.C. YK SfPAPl0EN I1� � m gA55� � SEE LIMRATIONS OF USE FOR �,y� )/Y MIN. SC EDMEE ON sW q ¢ BLADE to ON SHEET 19 TO CLASS($E 11 EOR SINE mum ON BEET 19 FOfl TZ�jAa0E mAED BIACF.®a ON SHEEr IS Fit 1/2 Mw D - 6 OR®OR(DOR ¢ -- _ O R E 5 Y IN MQ1 -- 41Q OR • 4 OR®OR�OR ®OR®OR 1 ® VIEW Y ®'!V'OT•BO�•®a WNL FLASH 2x4'Mw.W000 WALL °4�vu-07 a 80. 0•®°' ®OR SR10S REVIL FINISH •®a®.®v©'®a PLAN ©`®-®'®�®'® �•®a®�®�®�® DETAIL X END CONNECTION DETAIL © END CONNECTION DETAIL 12 FLORIDA BUILDING CODE Non High Velo ,`,\111161►1 111111 0 2015 EASTERN ME ,,• ���tiR EN I Clij�•%,,,' BERTH E Eco A S S A Accordion . . . . H.V. BADE#, W/OR W/C /0 American Shutter SystemsREV.No OFscwtmoN TILLIT TESTING $ ENGINEERING COMPANY STATE -*= Association. Inc. I OLD 11-192 4, QF 6355 N.W 36th.st,Ste 305,VIRGINIA GAROF7LS,F10RAA 371 4268 Westroads ►Olive 2 �'�'•F�ORIDP .- ��� Phone : (305)871-1530EIognalox cc(3n05)871-1531 West Palm Beach, FL 33407 3 .F ' • . ` ��,'//c►Si,YS�ON •.�NG�C�`�\�� WALTER unL flaa1 P.E. 4 P.E. 3&Air1A�'URE/DATE 6 GENERAL LMrrATIONS AND CONDDIONS OF LL1• FOR 8=11 IBIQ q_4 ® 1 0UNISON W_ WINDOW RUDE 1.MAX A.S.O. DESIGN PRESSURE RATING: +110,- 110 P.s.f. 2. MAX. SHUTTER SPAN: 96' S.ALLOWED MOUNTINGS:A D. G&N ON SHEETS 6, 7: AS WELL,AS MOUNTINGS M, 0,T, U&W ON SHEETS (16& 17. OOR� ONLY CENTERMA ES SYNFIETWCAL OR OPPOSING LAYOUT N.�C0.5E OF OPPOSING 6YOUIR,A(��MUSr BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF CFIdIERMATE • • • l l l s S. (A)HV WINDOW BLADE 1 SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS (3'0 HOLES) FOR®PER BLADE AT SPACINGS SHOWN ON SHEET 4. • • • • ♦ ♦ ♦ / ! • ! (B) MIN. CLEARANCE FROM TOP OR BOTTOM EDGE OF HV WINDOW BLADE 1� OF ANY 3'0 HOLE FOR f�SHALL BE 12'. (C).RRST.OR BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV WINDOW BLADE • I 1 l l 1 l ♦ ! ! D (D) HV WINDOW BLADE @ MUST BE USED ALTERNATE TO A SOLID HV BLADE 1D THROUGHOUT SHUITWS WIDTH. • s • • = t ♦ a l l ♦ ♦ ♦ (E) C TES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID HV o - X ! BLADE 1 AT EITHER SIDE OF THEM. (F) POLYCARBONATE HV WINDOW®SHALL BE INSTALLED SO TIR TABS FACE • • • • l • ♦ l / l ♦ THE INTERIOR OF THE OPENING BEING PROTECTED. HV WINDOW U MUST BE ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROVIDED BY ASSA, 9l� 6. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS ON SHEET 15,AS LIMITED BY SPAN AND DESIGN I= (SEE NOTES ffi �+ 1 &2 ABOVE). �., 7. SEE ANCHOR SPACING SCHEDULE FOR INSTALLA110NS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12 & 13 AS LIMITED BY SPAN AND DESIGN LOAD (SEE NOTES 1 &2 ABOVE). B. MINIMUM SEPARATION TO GLASS SCHEDULE,PER ASTM E-1996: I H 5 (TYP TOSEE P&BOTTOM FOR REQUIREMENTS) Vy WIND ZONE MINIMUM SEPARATION TO GLASS UNLIMITED Muni 1 THRU 3 1" ELEVATION MN.SEPARATION TO GLASS DOSTING GLASS SEE SCIOXILE ON SHEET 11 FOR BLADE(D 4 6.25' ��^ — AND ON TI•BS SHEET FOR BLADES(D& ----------- --------��----211 \;--------- --------------- yp. ' ` 4AND W/WQMR 2(SEE �\ de 1 SYM ICAL CDW RMATES�0 W/ 2 0R AND W/O (SEE NOTE 4 ABOVE) PLAN C1� HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE 1 SHUTTER* --- N.T.S. FlOPMA BUILDING CODE Non High Velocity Hurricane Zone %ol�ItNII�IEEIII���/''''''' ®2015 EASTERN h(EfAL SUPPLY, INC. _ •, . l BERT"A HVTM Accordion Shutter Sy stemOINC.G.=1L CA S S A FW. MADE J1 W/OR W/O FIV. WINDOW BLADE TINT TESTING do ENGINEERING COMPANY American Shutter Systems EY. N DESCRIPTION DATE DRAWN BY: M L Association. Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 naA STATE 6355 N.W. 36th,st,Ste.3Q5,vincGN,DENS,FLaRmA 331 DRAWING No rte---� Phone : (305)871-1530 . Fax: (305)871-1531 4268 Westroads Drive z Off;•, "C" t'. � �. e-mal:6fteco®ool.com West Palm Beach, FL 33407 3 %;css�• .. NG��.��` WALTER A TILUr6719 Jr. P.E. 4 15-085 P.E��A3&q ��T��E/DATE FLORIDA Iia. 44167 5 SHEET 6 19 OF 20 11/2"x 0.035'THICK. INSTALLATIONS W/ M HV BLADE & HV CENTERMATES 4671;1. AM�20 GRADE 40 1 C Min.C-60 GALV.STEEL. -083, u, tv-METAL STUDS AT 16'0.9. 9 INTO METAL STUD WALLS Igo 40" W1/2' tj GENERAL LIM ONS AND CONS OF USE OR BERIH—A(1)IN BLADE ACCORDION SHUTTER (1 3 *&!11Vx 0.0350 TCHA C _Q –MR 00,44 STEEL TRACK CHANNEL. a 6- D.C. 0 6"D.0 I": -SYSTEM INSTALLATION TO METAL STUD WALLS . V. ASTM A-653 GRADE 40 Min. G-60 SEPARATION TO GLASS SCHEDULE U) GALVANIZED FASTENED TO STUDS W/(2) 06XI/2'TEK SCREWS ON i EXISTING FINISH W 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, 75 (psf) 39, .INTERIOR& D(TERIOR FACE AS APPLICABLE 2. MAX: -SHUTTER SPAN: 84' T­ VAND ZONE MINIMUM ASTIM E-1906 SEPARATION MIN. SEPARATION LI 3. ALLOWED MOUNTING: ON THIS SHEET. TO GLASS EXISTING GLASS--i TO GLASS (SEE SCHEDULE) V) I THRU 3 1. (TYPJ 4. ONLY I NTERMATE n2l W/ 24 W LOCK ARE ALLOWED Mu WITH 21 ARRANGEDumm 'IK A smmLAYOUT. USE 04(2)n35 (15' LONG, MINIMUM) MUST ALWAYS BE 4 4" 3/4N 6 1/4*x 0.035"THICK Min.' EXISTING FINISH I 1 INCLUDED ATTEXTERIOR OR INTERIOR ACCESS SIDE OF NT GALV SlEn TRACK CHANNEL,I I AS APPLICABLE CENTERMATE. ASTM A-653 GRADE 40 Min.G-60 I GALVANIZED FASTENED TO STUDS 1 (2)f6x1/2"TEK SCREWS ON i 43c 43a OR &EffERIOR FACE6"D.C. X@ D.C. A: BLADE SLACK DETAIL HVF IS ALSO VAUD FOR V0 1/2- 2 38 CENTERMATE@APPutAnON WITH BLADE(!) PRQ0U 3b 1 1/2"x O.OW THICK CS, _36"X. @ coh I. ASTM A-653 GIME 6' O.C. G-60 GAIUV. STEEL METAL STUDS AT 16"D.C. n. WALL HEADERLSILL INSTALLATION EXISTING FINISH AS APPLICABLE (TY?. TOP& BOTTOM) I 3/47x 6 1 o.035'THICK ONT. GALV. STEEL TRACK CHANI ASTM A-653 GRADE 40 Min. G- 3, 17 TEX SCREWS 01 SYMMETRYCAL SYMMETRYCAL W1 (2) !6x/z" 77. AN FASTENED lT) STUDS GAIN IZED MIN. SEPARATION INTERIOR DITERIOR FACE 14 a'. b 4 2 "'TENTERMATES W/ S U W1 SEE S I 1• % INTERIOR ACCESS SIDE EXTERIOR ACCESS SIDE-, N 3 (6"Min.) IN --QA 24 ---- <1 + t 2)'A 2 21 21 + 21 .12 21 LOCATED AT \44) HV HEADER/SILL ENDS4 2 VI (Typ.) 03 (6"Min.) `V SIDE CON'NE (cont.) 7 6 1/2' MAX. SLACK BLADE SLACK DETAIL WIF HVC FLORIDA BUILDING AE(Non High Velc 0 2015 EASTERN M BERTF C/1 W, 1� Accordion S . t- /rIIECO INC.' A.S.S.A. H.V. RADE#1 W/OR W/( 44 7- = erIcan Shutter Systems IEV.Nc DESCRIPTION TILLIT TESTING & ENGINEERING COMPANY Am 6355 N.W.36th.SL,Ste.Uk%VIRGINIA GARDENS,RDRIOA 3316( Association. Inc. I OLD 11-192 4 quw n1l: :r-;r . Phone (305)971-1530. Fax :(305)871-1531 4268 Westrouds Drive 2 e—mail:tiftecogool.conn West Palm Beach, FL 33407 3 EB--OOO6719 WALTER A.TILLIT Jr. P.E. 4 FLORIDA Lie. #44167 5 6