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HomeMy WebLinkAboutProduct Approval i �._.� F.----------- .._.: 311 101 8 1 2 .._..................... . NIEWIEROSKI RESIDENCE 11/5/2015 Florida Building Code Online 6 Florida Department` BCIS Home Log In I User Registration Hot Topics Submit Surcharge I Stats&Facts I Publications FBC Staff ( BCIS Site Map ! Links i Search Bus ines Professi ��I P �. Product Approval JJ r USER: Public User Regulation Product Approval Menu>Product or Application Search>Application List i Search Criteria Refine Search Code Version 2014 FL 389 Application Type roduct Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results-Applications FL# Type Manufacturer Validated By Status FL389-R8 Re ision American Shutter Systems Association, Inc. John W. Knezevich, PE Approved Category:Shutters (9I 4) 772-6224 Subcategory:Accordion -Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. II Contact Us:: 1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.:: Privacy Statement::Accessibility Statement:: Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a publlc-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: secunt'hi i,r ICS° https://floridabuilding.org/pr/pr_appjst.aspx 1/1 GENERAL NOTES: 1.BERTHA HN.ACCORDION SHUNTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR COMPLIANCE M ACCORDANCE WRH THE 2014(5th EDITION)OF THE FLORIIIA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE VW9LE0 AT HIGH VELOCITY HURRICANE ZONES. DEQ,WIND LOADS SHALIBE DETERMINED AS PER SECTION HH2o OF THE ABOVE MENTIONED CODE.FOR A BASIC WIND SPED REQUIRED BY THE JURISDICTION WHERE SHUTTER antt TABLE OF CONTENTS BE 067AUM WITH A IXRECI)944 FACTOR Kda0.85,USING ASCE 7-10 AND SHALL NOT DMEED THE MAXIMUM(AS.O.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRIJ 1% 19&20. IN ORDER TO VERIFY THE ABOVE CONDITION.ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED 70:A.S.D.DESIGN WIND LOADS - AREA.1:_W-BLADES_M_A_�11) Br MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX. (ASA)DESIGN PRESSURE MPHCS INDICATED ON SHEETS 11 THRU 15, 19-&20. - GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D..AS TEM.WERE NOT OVER STRESSED.A 33 X INCREASE IN ALLOWABLE STRESS FOR NAND LOOS WAS NQL USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYST.HOWEVER,A WIND DURATION FACTOR CO-1.60 WAS USED FOR VERtnCAT10N OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21.-37 SHEET S BERTHA H V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ADM MENTIONED CODE AS PER ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL -EN BLADE OO 1021441-O3.10715.01-o3,f1o04.01-05.f1214.01-05,10317.02-06,10609.01-10-AND 10210.01-1i.AS PER 1AS-201.TAS-202 AND TAS-203 PROTOCOLS AND ASTM E=IM AREA.2: W BLADE(D AND'W WiNDOW 81&F hA� AND E-199s STANDARDS(MISSILE LEVEL D.WIND ZONES 1.2&3)'&11220.01-10 AS PER TAS 201.'203&203 PROTOCOLS LARGE M15SIE (WHERE APPUQ8%E) -HN WINDOW MADE 0 fO50641-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL 0.WIND ZONES 1,2.3)BASIC PROTECTION ONLY AND 1 0725.101-88 AS PER TAS 202 PROTOCOL TYPICAL SHUfl'ER£16 row &-NOTES ON LocKS -SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 2.HV BLADE( AND HV WINDOW BLADE ® ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M,CONCREiE/BLOCK SHEET 7 3.BERTHA H.V.ACCORDION PINS(HV SCREWS),USED AT MADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 114x275'AND 114:1.75'RESPECTIVELY,41G-HT MINIMUM SERIES CENTERMATE DETAILS W SHEET 8 STAINLESS STEEL.SCREWS WITH 135.0 MSE YIELD STRENGTH AND 180 k31 TENSILE SRRENCI{.PINS SHALL BE COATED WITH BERTHA HV DACROSHIEHD COATING SYSTEM AS MANUFACTURED BY APPROVED CE NTE2MATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS.REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4.ALL ALUMINUM D(TRLSIOlNS STALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MUMUM YIELD STRENGTH FOR 6063-T6 ALLOY S 304 kA AND 35.7 Loi FOR ENO CONNECTION DETAILS 1--6.CONMETE/BLOCK SHEET 10 6005-75 ALLOY. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE.&BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEfl.304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 Hsi MEN.YIELD STRENGTH AND 90 Im1 MIN.TENSILE STRENGTH. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 14 o.BOLTS TO BE ASTM 4-307 GALVANIZED STEEL-OR NSI 304 OR 316 SERIES STAINLESS STEEL WITH 35 Loi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FDR ANCHOR SPECIFICATIONS:HV SLOE +Q:12,13.14,15 AND 20 MSTALLATON DETAILS M-R,WOOD SHEET 16 HN BLADE( &0 WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X,WOOD SHEET 17 '8.THS BERTHA TLV.ACCORDION SHUTTER SYSTEM BEMIS A V.S.PATENT ' 6779 END CONNECTION DETAILS 7-12 &X.WOOD SHEET 18 METAL SUPPLY.IRC. f .582 COMPONENTS OF THIS APPROVAL ARE IN WHOLE OR IN PART BY U.S.PATENT 15.458,779 ISSUED TD EASTERN 9.IT SHALL BE THE RESPONSIBEUTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER S To BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULK AREA 3. HY WINDOW BLADE RQALY ALL SHUTTER COMPONENT EDGES WHIG{REMAIN,THRU FASTENM IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT VAND/RWN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH UNIT MUST BEAR PERMANENT LABEL M A VISIBLE PLACE WITH WARNING NOTE:DURING PERIODS OF HURRICANE WARNINGS ROME ALL HV OWNER,TENANT,OR OTHERS,MUST PROPERLY CLOSE ALL HV AND HD AREA 4• HV WINDOW BLADE C1�ONLY CENTERMATE5 AND ENGAGE OR LOCK AAND HD LOOKS. 11.SHUTTER MANUFACTURER'S LABEL.SWILL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING COOL ONE LABEL SHALL BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPEMNO. LABELING TO COMPLY WITH SECTION 1710.82 OF THE FLORIDA BUILDING CODE 12.BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED.IN THIS ORAWINC PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JUR SO=ON WHERE ` PERMIT IS APPLIED To, 13..(a)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FDR A SITE SPECIFIC PROJECT-E.a WHERE THE SITE. CONDITIONS DEVIATE FROM THE P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED ON THIS P.E.D.,PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE S THE CONTRACTOR'S RESPONSIBl TY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c) THIS P.E.D.WILL BE CONSIDERED INNJD IF ALTERED BY ANY MEANS. ---- -(d)-STTE_SPECIFIC_PROJEM_SW61=BE_F'REPARFD_FRY=A_FLaRtDA1tECLSTEREO_ENdNfE.'R=0R1RCHT£CT=WERC{_WILL-9EC01tNE_T1E-EPIgN[ OF--.RECORD-(EOR)-FOR_TH!<PR03ECr-AND WHO-OWI-BE-.. -- RESPONSIBLE FOR THE PROPER USE OF THE PLED.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO.THE P.E.O.ENGINEER SHALL SUBMIT 10 THIS LATTER THE.ME SPECIFIC DTAMNGS FOR - --- - - - -- - REMEW. (e)ORIGINAL P.E.O. SHALL BEAR THE NATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPMM R. D FLORIDA BUILDING CODE Non Nigh Velocity Hurricane Zone \\\``t�\e A• T/�AAAhA� ®2015 EASTERN METAL SUPPLY.INC. a`� ' UGI°i BERTHA HVTM I L I E COI N C. A,■S■S■,A■ Accordion Shutter System- 4: . = Itv e1anE#> w/OR W/O H.v WrroDly MADE �/jiAfi1eF)CGn ;buffer Systems nrsammoK Urr DRUM Br. Wt. * T1Wi TESTING & ENGINEERING COMPANY Assoclattan, Inc. + OLD 11-192 4/13/15 DATE: 4/13/15 LOST NA San.St,s14..lm vL4 M GAFWM TLaa4A.11+ i PINme:E305)s71-1530.Fox:(305)871-1531 4268 Westroods Drive 2 .\�� �` ­',0:-wooi+a•� West Palm Beach. FL 33407 3 DRAWING No L ENGW�.\`` WALTER A nuDT&.PX_ 4 5-��5 P.E SEAL OIS 1(URE/DATE 11LoRa^LIa 144167 a SHEET OF 20 / 311 IDR IYd00!NILE t� `, eV VARIES. MOs s2pp�(�(JJ q 09 O t 1 m 4_371 f• 3 ]� ( p 4257' a 1 (�Y SOLID BLADE 3HV UNNERS 0.75HV 90'f16Q' STARTER {,�J_QATER OVERED UNDER US PATENi'# 5458179 QUALIFIED ACR USE Wj QUALIFIED FOR USE Wj HV BLADE(D � HV BLADE 1 6005=T5 ALLOY AND TEMPER QUALIFIED FOR U E W HV .. 6063-T6 ALLOY AND TEMPER "SEE LIMITATIONS OF USE OF BLADE ON SHEET 19 BLADE 1 6063-T6 ALLOY AND TEMP 3.226• 1 3-76 ALLOY. R 124, .670. i - 53U• - :994' 6 .000• r 670• 2226' _. 34 2 :o 8d2 0 4.07" .? a`�IT• .815' 2A92' '0.072- HV ADJ. ADAPTER 4/L1P 4.476' 12= 1.575- 3.226• QUALIFIED FOR USE W/ HV ®HV WALK-OVER TRACK � .920 ®H-V ADJ. FLOOR TRACK QUALIFIED FOR U E W/ HV If/HV TRENCH TRACK r.063-T6 ALLOY AND TEMPER BLADE 1 QUALIFIED FOR USE W/ IIV QUALIFlED FOR,USE Wj NV 6065-16 ALLOY TEMP BLADE QONLY, 1� HV RAINGUARD 6063-T6 ALLOY A D TEMPER '•1 VARIES n 1 9 6063-T6.ALLOY AND TEMPER QUALIFIED FOR W/ HV USE Max. i 9 - VARIES 1336' 6063-T6 BLLOYEAt TEMPER '0 1.917• � c 0 093• .083• c .083• .100• - 3• o -S 0 - .060• .060• 670 eV ;Q93' _ .093• O 1A - 670 0. 670 v 3.529" 11 HV CEILING HEADER HV HEAD/ER/SILL (� 13 HD CEILING HEADER/BILI D IFlED FOR USE W/ HV BLADE 1 ONLY, QUALIFIED0603-76 ALLOT AND BEMPEd'�ONLY QUALIFIED FOR USE W/ HV BLADE tD 4 D SEE SECTIONS FOR VALID SEE SECTIONS FOR VALIDITY. FOR 6063-76 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE 1 ONLY. X 6063-T6 ALLOY AND TEMPER 1 N%MN.YMN. COMPONENT A 8 'Tt YZ X Y' t t 2' 2• o12s' 1' t• .1)62' 2• 5•MAX. 1/8• 1/8- 3* 3' 0.090• 2- 5'MAX 0.192- 0.192' SIDE ANGLES D- - _quAUF1ED-FOR USE w/ Ity ALUMINUM-ANGLES ._ 2.5 i'MAx I atso- oigb-: CORNER_POSTS =I - -- UAtdFIED-FOR-USE=Wj-HV QUALIFIED FO USE W/ HV --- SLADE(j) 6063-T6 ALLOY AND TEMPER BLADE ONLY. 2• 5•Mu. 0.139• 0.131• 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER I FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zane 2015 EASTERN METAL SUPPLY.INC. ,,,,•tip a.TIL �.�. BERTHA HYTM:0-N.; ENSA.S.S.A. Accordion Shutter System IM BLAX ff> W/.DR W10 KV WWW BRIDE 1r: Slier- •'* TIWT TESTING dE ENGINEERING COMPANY American Shutter Systems DESOR"o9 DATE 0RAYI11 0.r M.L. •. STATE Of, 'L �+ 'W53 R,M.3su1,6t.Ste.303,V"WM-GIRDERS,1109104 sat Association, Inc. i OLD 11-a 92. 4/13/19 OATEE +I 13/15 Norte:(000)0.71-1530.F=:(303)671-1531 4268 Westrodds Dn've z %O�••FLOR1d ����� ® gym-oo�719 t West PcIm Beach, FL 33407 3 DRAWING No Ss1 , ��,��` 11ALiT31 A 1�LtT�E.P.6 4 15-085 P.E. 5� 9&dGM�S��tE/DATE A L e+,ts7 s 9 SH 2 OF 20 4.660' 929' 1 a•-T01{Z' 1 4'-;9 fE GSf 57 45' 6 SSM.R� 11W51NC�aW1El 1 4•-?A "MMSM DAMS. fiVYED PA77Im ;; m rn 07706. .2162` ry 873' - 1 .318 rFORUSE ERMATE a � HV LOCK HV EGRESS LOCK 0 V BLADE i�& FND TEMPER QUAIMED FOR USE W/ HV BLADE I & 1 ONLY e 21" 87" QUALIFIED OR W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 01 HV CORNER CENTERMATE ONLY. BLADEQ&®ONLY. ,87A A IFIED FOR USE W/-HV BLADE(j)ONLY M-OD. 1 6063-T6 ALLOY AND TEMPER PLASTIC HEAD 18' 1.756' -92271 4.045- 2 MQIe�EWV3147 m_ 2.079- 1.753' ,360'AYTQL RIVETING V. 1/4"�- BEFORE RIVETING S.S. THUMtdSCRE1K IIA-0-20 RIVNUT• *SMM 2444 A tIUK6M(2024-T3 ALLOY)LARGE FA4DE ITCH PLAN N FRONT ELEVATION HV MALE "T" LOCK CE 4566- ctk'PxY 1E HV PAI�PPA7Y,,NEW JERSEY D7054 OR EOIUL. y� " " Hy "T" LOCA HV ALTERNATIVE_LOCK LOCKER FOR "T" LOCK CEN7ERMATE QUALIFIED FOR USE W/ D BLADE t ONLY �J HV FEMALE T LOCK GENTERMATE QUALIFIED FOR USE W� QUALIFIED FOR USE W/ HV BLADEQONLY 6063-T6 ALLOY AND TEMPER QUALQUALIFIED FOR USE W/ HV BLADE ONLY /HV FIEDBLADE FOR USE BLADE 1 ONLY. 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPERR"' W/HV BLADEQ ONLY. )917 A it X17.---1 3.161 e I m l{ a D 063TNUMD 063 CYLINDERER R .214'' KEY CYLNDOETN m .214' .545' n m 0.873'Min'. o + n .125'Ma .4D x. 3 O WCKING A E 0 QUALIFIED FOR USE W/ HV BLADE T & A QUALIFIED FOR USE W/ HV BLADE.i & TA 6063-T6 ALLOY AND TEMPER @ HD CENTER MATE'S INS PT W n ' 6063-T6 ALLOY AND TEMPER /'�� °i ARIES,12'MIN. QUALIFIED FOR USE % HV BLADE(& i° t{4•s-2o ss Dlt J/6'°-ts 1 6063-16 ALLOY FANO TEMPER E � 1. ftN D0 OR KEY ..__...- — CYLINDER -'-' 2•----- _fie 21S N 57 in it 1.76'Mac OUALIFIEO FOR USE-W-/-HV-BLADEQ !g"�_T6 ACETAL �3 HV 1 Z4- 0-20 AISI 304 DY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK DOLT LOCK. 6063-T6 AHOY AND TEMPER -SERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE TO& Q STALLATION WILL REQUIRE A 7/ OLE THUMBSCRE$ B QUALIFIED FOR USE W/ W BLADE TQ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone D 1 FOR BEDMENT EDF `.�`�� ✓6i,A 0 2015 EASTERN METAL SUPPLY,INC. �E , ERTHA HVTM IL A.S.Si.A. AccordionShutterSystem xv RADE#i w/OR W/O KV wlNDON RADE American Shutter Systems * LL7 TILLIT TESTING & ENGINEERING COMPANYInc. �' OescKmnoN DAT[ DATE: e4 M l S w, Association. Ic. 1 ow 11-152 4/13/15 DATE: 4/13/I5 �'• Q.=to: 00 N.M.JGM.St.Vw=,YMMM CVZVD:i.nORDA 331 Phon:{2105}871-1s3D.F..:(305)671-1531 4268 Westroads Drive z DRAWING No ..........'��.��.� e-maL:61Lec*004.M West Palm Beach, FL 33407 3 SSlptlAL �.��` ED-DON6719 15-085 WALTER A.Tp11T Jr.P.E. 4 17111114111 FLORM UJ #44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 3 OF 20 SHUTTER ASSEMBLY SCHEDULE—FOR] HV I HV 9 3/111' 1Y enw. cx FN MADE 1 4 s m st aae 41 1 f a7s`r.T.. a t oazs• ® HV BLADE 1A 3 NY N1NO W MADE oats. .osrs A82s- BLADESa ! HV LONG RECESSED NYLON BUSHING fV-1,1ce, „� D OPENN 5 '1673' Y HV SHORT RECESSED NYLON BUSHING (rrf'1 o.oczHV NYLON HAT WASHER (DOR ® } T Fatnotr RI;in oq 4 HV WHEEL CARRIAGE AISI 302-303 SERIES N VS.. 0.870'x3/16”THICK NYLON WHEEL 2 7f3' tN YTNDO7f0.188'0 AISI 302 SERIES S.S. RIVETS Dfrv+eaiw aszs ofi25'� _ �t 3.7SDa" ® HV 13/4"ACCORDION PIN W/ #$ HEAD * EXTERIOR&%41_­�7� & o Opa4 3 3SE7aLQE •iS Y 1 HV 7. 3/4` ACCORDION PIN w/ #$ HEAD 'k " `� 4!'��S 2,1/4, CLEM POLYCARBONATE IMPACT RESISTANT HV WINDOW j r eTr+ TYPICAL HV WINDOW BLADE AND POLYCARBONATE HV WINDOW DETAIL ' ©OR'Q� ( 4 or @ n i N.T.S: BEO nREv j I (E)OR'I� I �c POLYCARBONATE IMPACT RESISTANT I�4INOQW I i BAYER MAKROLON 3103 POLYCARBONATE RESINS, UV-STABILIZED GRADE OR SA81C * I r I fTQBLADE 1KMmc M INNOVATIVE PLASTIC LEXAN 103 RESIN I ©OR I (SEE NOTE "F" ON SHEET 19). MC (1) HV PIN @ SHALL ALWAYS BE USED AT ALL EXTERIOR ( : ME— BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV Q OR POLYCARBONATE SOURCES FOR HV BLADE. 'PICAL_SHUTTER ASS lwIBLY '+ EXTERIOR APHrnc Fmwa N''3' SMNDAM Hv PIN®2 OR AT fYPIG1l ! C w enact ncec (2) HV PIN @ MAY BE USED IN LIEU OF®AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV Q w,sz+• stass's KNUCKLE. ansa BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7. _aa O 3 (SEE NOTE s FOR v"crnu rwtim a+7U DM a0+3 w/w M043 ro/.' REQUIREMENTS) ' TF119tE HESD STRENG9fi A+`�Sr Dese 4.400 Pbs. 4,509 pst O3 HV PIN OR W 1 2" O.D. t 1.6" THICK S.S. WASHER TTP O i r n=wL WkDwur a TGTo ASTM GM +':�o.>a +k*4u v.�.r. © / / / ( � �95 ASM om 340M�.0 349p",.L SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, • SHEET ® NDTCM aw A=M% 18 Ft-v. ST rT-*t MELyyHHEEL_.CARRIAGE DETAIL qg awxE Deis MTM 02w 47,2% as:Mui F'f E3 BLY LAYOUT Mw or ca me aysu Du t_,ws5 o-f CUM tswlolm Im-r_ MT A9[t-M --4502 ya.9— 40{0.0, C) HV BLADE SOLID & HV WINDOW BLADE DETAILS "" 4t&fpij °'�°° N.T.S. FLORIDA BUILDING CODE Non High Velocity Hurricane Zone IRA. jjr��i.,, 0.20 15 sASTEew METAL SUPPLY. INC. ''� 'R HA HYTM A■S■S■Qr KV.Accordion Shutter System .BLADE#1 W/CR W/O FLY.WINM DADE American Shutter Systems ICY.fk ot="ow wTE GRANT tx: M.L TILLIT TESTING & ENGINEERING COMPANY Association, Inc. T OLD ti-192 1'13 t5 MTE 4/13/15 ATF OF ease Na.Sem.St.M.mss,V900 c s,ftM"a3te � I Ptm 0 r(3o3)8Tf-is3o..Fox;(3o3)87T-ts3t 4268 Westroods Drive 2 ,�F�i•, ARIDA .��`�� uftmsa.cam West Palm Beach, FL 33407 s. DRAWING No o l oe .TOT-&rluff it.PX. 4 15-085 P.E. L �I `111RE/DATE J,f 44167 s SHEET 6 4 OF 2O �m * • �a 1 ONE INV LOCK or'&SHNl BE USED AT 1/2 OF SHUTTER SPAN FOR ANY OR 12'ABOVE.OR-l3 OW 2 OF SHUTTER SPAN FOR.SPf�iS UP TO 105',AND FOR 1NSTAWONS�S ANY ELEVATION. FTY LOCK L(,J er MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATrACHED iO OR Q.� CE11TERMATES W/(2) 1/4'91-20 x 1/2'LONG FLATHEAD S.S.U.S.LOCATION OF LOCK,SMALL QE AS INDICATED ON - SHU.TTEi2 ELEVATION. 16 m 2. )EnM !L•I _ PURPOSES;UP TO TWO t1V LOCKS t2 . OR Y ISE USED ' AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CE; MATES © OR S DE AS INDICAtED ON NOTE(1)ABOVE. LOCA ON OF LOCKS ,y LOCKING RODS ARE:NOT REOUIREO AT,;�iURRICANE POSITION. BUT MAY 5aN 6.a+ °R USED IF DEWED TO ENHANCE SHUTTER PERFO MANCE. LOCKING RODS OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4: ONE 11V LOCK- ,�SHALL,BE USED AT CORNER CENTER SPAN a AND INSTALLATIIOONS AT'ANY ( OR INSIDE.LOCK, ATTACHED AT TOP 6a7BOTTOM SHALL BE UUSRNER RED, LOCMATE ATION F4 LOCK x 1' 13E AS INDICATED ON TYPICAL SHUTTER ELEV.TWO LorKm ATIDS ON. V— MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEEr 12, y Eta; SII 5. �1 9 ONE ALTERNATE INV LOCK-TD-H8tMhT0flY- MAY BE USED IN LIEU OF HV LOOK ar FOR ANY SPAN AND N a�- a4 � 1NST nONS-AT AVERN&IXNY ELEVATION.AL ERNATE LOCK(a MAY BE USED AS AN S1DE OR OLIESIOE LOCK.ATTACHMENT gsc OF 1/4 0-2Ox3/4'SS.THUMBSCREW TO 0 OR @ CENfERMATES'SHAIt BE MADE WJ 1/4'0-2gx3/4'ALUM. I I Dai � � RTVNIJT AS SHOWN ON SECnON INE, SHEET B. ONE LOCK S[NALI BE USED AT 1/2 OF SHUTTER SPAN OR TWO t ZBNg s LOCKS AT 1/3 OF SHUTTER SPAN. 6.MANOQORY OON1#110N#3 FOR ID:YSTON MOUNTING RM 1 AY ONS. ONE HV LOCK or $or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO W.AND FOR INSTALLATIONS AT ANY ELEVATION. ITV LOCK @ or I&or @ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO 0 or 0 SYMMETRICAL CENTERMATES W/(2) 1/4`-20 x 1/2'LONG FLAT HEAD S.S_ SEE END MS. LOCATION OF PACK SHAI1 RE AS INDICATED ON TYPICAL"SHUTTER ELEVATION.USE OF LOCKING RODS Ip W/0 DETAILS TON DR Q)TOP ANO =SHALL COMPLETELY MANDATORY. DETAILS ON D r [ N f J !( L Y P a R V w - x SHEETS 10 8 ;Ion'FULL " *NOTES ON MY "T" LOCKS AND CENTERMATES, OF CORNFJt ° CENTERMATE 1 ONE ALTERNATE HV'i'LDCK CONDITION MAY BEE 1N LIEU OF 1 TACKS OR_���� FOR ANY SPAN AND genlO oa AUAnQN AT ANY ELEVAnN.AL NATE LOCK• Y BE 115ID AS evN ENS10 OR IDE LOCK ATTACHMENT 0 LOCK INCLUDES USING.RtlNFORCING L AS SHOWN ON SECTION,HVG. 9.WHICH MUST BE 10+ � +- .o'®•f�m CONNECTED TO CEWTERMATES I:AND. WJ-1/4'0-20 x 1 1/2 LONG S.S.THREADED SOLT W/7/84 x 3132' � � WINGNUT OR W/t/40-20X1'S:S.M.S. INTO A-YJ40x 518'RANUr.LACK MAY BE INSIALEO AT MIDSPAN OR 12` MAXIMUM AHWE AND BELOW MI6SPAN:USE OF TWO LOCKING RODS `TOP AND BOTOM IS MANDATORY. ♦@j m IL & CENTERMATES: � 1. ( w3l HD CENiEiMlATE5(31 02 : ONE ALTERNATE NO LOCK ") MAYBE USED IN UEU OF ..TYPICAL L 1� HY BLADE SHUTTER ELEVATION FIV LOC7K9 2�<��.-FDR ANY SPAN.AND.:MSTM.EATIONS AT--ANY-ELEVAnON.QTERNATE.}9I LgcK.- a-.Y 9E USED 0_RNS'fR'rUT :_LACICHOTTAt_MINT OF iD_HLOCK - � �EBEf to. BIOCdC MAY u E INREINFORCEMENT I ASS W'N SECTIONS B— AND SH t . — —B ST AT U11WAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS @ IS COMPLETELY OPTIONAL Dn High Velocity Hurricane one 2015 EASTERN METAL SUPPLY.INC. BERTHA VTm IL E C 0 ,N�. ■ ■ ■ ■ Accordion Shutter System `* A $ � ►iV.HL4DE.#1 W/CR W/O KV WTMW MAW TICCIT TESTING $ ENGINEERING COMPANY American Shutter Systems 1>Escemnav BArz DRAini er: M.E. -'a STATE Of %Q 8155 Na.ism x:.sro.mss,t B4IIJN cvmrws,'naADn 331V Association, Inc. .1 OLD 11-192 4 13/15 CAM 4/13/15 Fhzvo rM)871-1W.Fax:(3US)971-1531 426 Westroods Drive 2 DRAWING No -E 0=719utftvfteLcom West Palm Beach, FL 33407 3 WALTER n T°�KLTr 4f.PZ A 15-085 FLORYI Uc.:¢44107 SHEET OF 20 Y.E. SEACfitNltiEJDAIE CQDICRETE ANCHORS POURED WNCRETE izPD (SEE SgiELA1LE ON OR CONCRETE BLOCK POURED REOURED :(410 2W/4*S.S. ONCPTkTE CREOUIR£a SHEET 13) CONCRETE ANCHORS LiACNINE sLYNEWS f 1JUR1E0 - Ttai '(SEE SCHEDULE ON W/,/4-20 CONOREIE ANCHORS ' (SEE SCHEDULE ON SHEEr 13) �'18. rstorf(sem BOUN19a0�ljTxN fir'» SHEt7 13} NUTS 0 ,2'O.C. TNT 14 Min. 0-20x.d'/4'&S. _-- EQ EQ-./�-•MACt9fNUSTNO ifSCR NU1S 19 EO �^EO 1'J Q 12`Ox. I/ E.D,a .250'Moz. _ r ---Q OR 1.5 r @� OP110NN. �i. TO t i t ie 1- OR-(W i t79snN0 ' - MSN.SEPA*xIax TO CLASS ON SIDE(19 rat 1 1 r :Gt:ASS—; (SEE SCHEDULE ON StfF.E7`r,) F70Si1NC emsQ,eQ w MIN.SEPARATION TO,CLASS I 1 CNASS� all Ll HSEE SCHEOUIX ON SHEEr 11)- 0 1)- 0 ; HV WALL HEADER INSTALLATION Q HV WALL HEADER INSTALLATION HV WALL HEADER INSTALLATIQN + KEYSTONE C - MIN.SEPARATON TO GLASS Gln �WWAM a (SEE 1 _ I 1 OR t, , — 1� OMNO - _tsEE SCHEDULE ON srlEEr t 1) 1 MLN.SEPARATION TO CLASS aASS t I�� � It ; tSEE SCFIEDULE ON SHEET,I) uSHEET . ane'�e� OPTIONAL OPTIONAL I(t l l l OPTIONAL S1/4'Mon 13 DA 15 E 0.* ii ii D. --- E0 / -- 3 OR --- 12 OR 1 4 --- ,/a-9-20%3/4'S.S. Min. E PHILLIPS 11RUSS HEAD 1/4"9-20z3J4'sS.PHIWPs NAMNE SCREWS USING .CONCRETE ANCHORS TRUSS HEAD NACtONE SCREWS -- ' CRETE ANCHORS1. 1$ 7' ,/e• u,s -zo N =A-12.0:0. (SEE scHEDULt ON POURED (SEE SCHEDULE ON SHEET 13) fAn.� Pa,HID t�1NCRETE SHEET,3) W/ t/a=zD NUTS a 1z o.c. OR CONCRETE DLOC,C OR CO BLOCK CRETE ANCHORS REQUIRED WAU LiEouIR @DDD HV WALL SILL INSTALLATION (SEESCHEDULE ON 68-V WALL SILL INSTALLATION CRM, SHM 14) OR CONCRETE BACK WALL REOURED (E) HV WALL SILL INSTALLATION INSTALLATION- DETAILS -- >-D. EgGE'olsTArtct-- -- -- V014S OP A55EMOt1NTIHG 5ECTIOnS CAV aE COM81HE0 (SEE SPECIMATIONS ON SHEET 13) BLADE N1{IpA014 SHEET 19 N1K2 Cfi HV MADE E W ANY WAY TO SUR ANY INSTA1tATf01t. __ u,uH„N FLORIDA BUIL0ING CODE(Non.High Velocity Hurricane Zone 0 2015 EASTERN META.SUPPLY. INC. BERTHA HV TM L E A Accordion Shutter System C d Inc. ■ ■ INV.A E,l„ WI. W.O wv WINDOW MADE Amartean Shuffer Systems DiSCRiP110N DATE ORA"Fire ALL. •p: `SDA F TILLTT TESTING & ENGINEERING COMPANY Inc. ''�'•, •:aL,'��r ww N.W.N t St.,.SM.aro,V=w CARuw,FLORIDA Fit, 268 Westrorl9 ri , OLD 11-192 4 13/15 DATE 4/13/15 Ph"o: 871-1530'.Farr 305)871-153, 4268 Westroods.Drive 2 No FLORIDA G`�``��`` �gu+n�ti $,omn West Palm 1Seach, FL 33407 t 0 1Y.S c0$5 ryiry j�NAL� \���`` WALTER uasslsr s SHEET P.E. SEALJ9f�NATURE/DATE a 6 OF 20 POIURM CONCRETE ANC'ITORS I O CONCRETE( SEE SCHEDULE ON SHEET 113) R J) ; roa m t SMNG i M aim so4nAr as 9m calls acs:c Ia7arnAr REOUIREO �t falN -to F g s----� toN sFWuvaol ` s¢u;» O0 i LaAooma¢g t i-tsi�"' 9 aR a�1 Tq > I , 1, ): I M�IOR r, ; r) FJUSDHG i t'TI LOCATION I t E IOX3('HEX W NERD I 11 3 Lxt 15 a MM: ILK Reals a 12'o: ; 8 EDGE ar @+ 7 CON ANCHORS ��J IF It L.l+ 7 t (SEE EDULE Olt V 13) ' A'��� EXISTINGEDGE OF i t EDGE 0a•�/ r '1' SLAB IF GLASS SLABIF 1/z --1 EDGE of APPLICABLE ArPUCATa$ IF tm sawwwm £O: Q� POtiRED. - POUR FLAT KM CONCRETE ANCHORS SMUT EWM ♦ P' D - RE4U1RfD - a REOU EO (SEE SCHEDULE ON SHEET 14) t asgr,�1TxN 1 :0 CONCRUE FLAT NEAO CONCRETE ANCHORS I REQUIRED a. a.• (SEE=HOULE ON SHEET 14) i TRENCH INSTALLATION VAI In ONLY FOR LIP TO +70, -75 PSF AS.D. HV FLOOR INSTALLATION t (IDFO HV WALK-OVER INSTALLATION DESIGN PRESSURE RATING& R SPANS PER On HV CEILING INSTALLATION SCHEDULE E3, SHEET 11 SFPMATA,t SMMALS i sart�erAr-•-- O SHEET tDE)RULE ON t/oro TAF'KPt w tm SIM I') at vtra i q 1 1 .. CXI TING r EXISTING--I tNG T, Wr OR 1/4V IW ( 1/4' GLASS 1 CLASS -I aac"a ttI t kN�auTbN 1D 1 J/4 TA�tE11FNf O 6' MAX OG FOR UP WPO" PAN AD 4.0.C.FDR LAFW DWT 6•-O•IT TO lWf.IPFL7 SFNXIf AT EYs7N {TAD (>rt'•I tl 1141E tt SLEET 11 1/2' $ ' � p,• ; 1 JIW/4'H E s wri u�nM 3/E' .MAX. 3 --� L TER�ws cone.sFAtiu r 1 a a 12' 14XRFW HEX HF1D qT ,tit sc vs o s'o.S. _ _-- I' '{ I ,' U%C za,V/4•ss Ns I , >l14A3 t'SA.S. OR 1/4-0-20 SS.11.5. t CONCH ANCHORS _ _ 6 7 J/X / ,I i, 1/4' (� v uSMC t/4Y.-Zo IIUIS / (SEE ULE ON t 'Q a 9'o.c. _- _ M4X s ;,. :: o Te MC. W/NUT O 9'O.C. SHEET 14 -'' ' 17 18 / 7 ` �°=w{roN SRAICNFAL r i EDGE OF 1 2' q' 17 18 •1.-.2.00 DNIN. WALL TRW(MCMTNE SLAB IF #14X3/4'F.H.S.D.S. MIN n � � ' 1 7 a' 1 7/8 APPLICABLE 0 9'O.C. �' COt1CFEfE CONCRETE ANCHORS 'set N 1J POURED CONCRETE (SEE SCHEDULE ON ON SH T Pa11t 0 CONCRETE ON 5HEDE 13(b) OR CONCRETE BLOCK SHEET 14) REOUfRED R CONCRETE BLOCK OlmoNALPOURED R [RED KEYSTdHE MOUNTING INSTALLATION CON K HY WALL FLOOR INSTALLATION © H LL WALK—OYERS IO WMAIII ASG•DEWN PRESP.LM 464:n pf REauIRED MAXNUU slemm SPAN e-e �J HV_ RAINGUARD INS ALLATION t mm -- •�•M6 INSFALLATION SHALL BE NQtf FOR COMBIHATK#I OF ecCRON�t": _ :L...D:_-EDGE-WOE - -_ _. REMOVABLE•WHEN PERFORMED.==.: - - - - " 'A13JACERA CE AN-OPERABIF.EXIT-, -� MADE ATtOtfsHEEr 1- 9HEE7 a FDR TVPICAi sFRI1TER — - ($EE S t Fl 1r�Ns t �tE ,3� OR ENTRANCE L E aN SHEET ,9 INSTALLATION DETAILS W j C)) HV BLADE ASSEMBLY t UNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANf INSTALLAT>a4• FLORIDA BUILDING CODE Mon High Velocity Hurricone Zone .....•.I� 02015 EASTERN METAL SUPPLY,INC. cE�sBERTHK HVTM A■S rS.A■ Accordion Shutter System KY, BLADE# W/at W10 KV.WWW BLADE *e TAT Americon Shutter Systems 46Ci "M VATS OWIN BY: ML TIt11T TESTING do ENGINEERING COMPANY -o'•, TATE OF wss Nx J W.m,„ ,L� ,J, Association, Inc. 1 ow 11-192 4/13 i9 DATE 4113/15 PFronc:(345)871-1530.Fox:(SO5)67t-Is3s 4268 Westroods Drive 2 DRAWING No '. .� �-MO —I :tateccoVOLt West Palm Beach, FL 33407 s �% FS ,.......•�yv EB-0008719 i 5-085 WAITS A.TIUJT Jr.RE 4 P.E. SE/iSLfSI�NA1fURE/DATE FLORIDA u-.144167 0 S 7�OF 20 SEE END WALL ON SHEETS 10 & IS SFE HORS ON LOQdn°ROOS®•W LOCKS T INSTALLATIONS W� 1 HV My ALTErwir HY I=0 O slim S. OUT ea IN , —ET6sBNc rTnss �l [iA0£SLACK QE7M.fNF!S YA1JD FOR 1W. BLADE W HV CENTERMATES FTEs AwETa wN rATH mmo OR SEE END WAIL CONNECTION f //10�0�) �+J/\/ �©'/�)+�/���)�(j/��)*��1®^j{\�� pnsnxcGLASS DETAILS ON SHEETS 10 do 1� 2•r2'rl/611-2 1 ( ®.®-®.*6-0`® —......3 1/4•—————.—.—._.7._........-——_...-.....-—— G 1/2• _ 7- (6053776 ALLOT)AWN. , / ®•� OPPOSING ANGLE CHMI 1 O C TAPCONNCRETE t z• a 5Y METRYCA A"°901�7O CONCRETE ` CENTERMATES (iOP/6pT1oa)a No,3/4'S.M.S.o tz- u�� CE E MATES (4)S+orT/2'Ski-TO TUIX � o c FULL tENQR, um..SEPLAS oN AT EACH ANGLE(TYP) iT, CK 1 or Wf HY LOCK or (SEE Sct mu n * * * Z ON SHEET 11) 5 35 I N J 5 0ST ©«�®�©•��® to+ 304 UT ® a ®* lo•Qa©•�®`©°� HVA HVB +@- FJ(ISTINO HVC POURED CONCRETE OR ©•O.©�©•O• `1 OONCI7ECE BLOCK WALL ANO ® `I To+®°&�•T�1 .®aa -- REQu EO TRICAL — IN v'Q'�wv'Q`®°1 ��. s�EaaRATwN-- r— - -— ©-@•@-��' N 1 * (SEEOSC�DULE CENTERMATE ©•®�t®•�8�®•tD7 � 5 ® ® b w HV LOCK s OPTIONAL as ` ®Q�# (INTERIOR) ®a�m�•©��`� ON SHEET 11) NRT.SEPARATION To cvu,_ss 3 SH H OPTIONAL 0-- 1 — — — OUT ANCHORS A 0 ANCHORS t2 , 16.O.C. 1 1. ^^ * 3 vAmEs _oN Of 1rz•. HVE O.UT- - c -NAx 'k HVD - _-- HVF FLORIDA BUILDING CGDE lion High Velocity Hurricane Zone `0 010ttil ti if"N ®2015 BSTERN METAL SUPPLY,INC. BERTHA HVTm �cE • /77M A S S A Accordion Shutter System Z Eca7,,, Itv aaaE#s wf a:w/o ILv.1MNJOVY elotiE American Shutter Systems REV.,W DVICRIF1°11 DATE PRAWN Ut N.L.. 711117 TESTING & ENGINEERING COMPANY Association. Inc. 1 OLD 11-192 4/13 IS ORE 4/13/15 •o'•, STATE OF '4 S 63M Kw.36m as SL•Seo.L ,VROM G-Awm noxmn 351 .•��w`� ?�+s7T thio.(305)571-1530,Ear.;(395)871-1531 4268 Westroods Drive z DRAWING No %g4,r'• F�DR10A e-maT� T°"1•`r'" Wdd Palm Beach, FL 33407 3 F' ..... 6 4 15-085 �ss/ ,�j�L(Ga .``. WXRR A.'Ruff P.E. 3434L11�i�iNftil�} IDATE FLORIDA uw 0 44167 5 SHEET 8 Q 20 ALTERNATE INSTAL NW V -T- LOCK HV MAE EAE " " LOC S CE E 8 LOCKERS 1 HV BLADE SEE END CONMRM DM.S ON SHEETS ,ID h to INSTALLATION In HV BLADE OU7 eAM0V-, L , ��� s+zEra M(/ HD CENTERMATES AS VM AS eiRrvErrA mmrm NADEot1 m H0o-,ND, ®®a®A©•O7 a 81J 10•®°° ocTALLAT4N MAL MC 4 w TM-MCAM ON VIIIS SMIXT.WAY EE UM ;- . K SEE END WALL CdNNEanom 1 -@-0-®•®^• DVA113 ON SHEM 10 k 1a I O.O ®�©•�•®� -24 L ARaE xt,�,• j O1�• (opoo x 3 x (,pt1s.TD�i,+� j h�/s-susot2• ----------------.---- --------------------- ow,/2 __._.. a Fxtf x+ae M) I 01-rvu.LDrair. x (N (a)xv. I N (+)1•v 3 __ 30 HV T" 1415 Or1.) s s/,- i7trs( '.) i s ,sa voenfrE 5 3 LOCK (INSIDE) 1 , r ,t --- --------------- - — — -- — —— - 5 1 /�^� 2 1 , lam._"`. " ss 5 3 ULIT 31 OROJ 3 31 DR© 31 oR 31 oR 312 � SNFEi tom2 t/4" 0-20 x 1 1/2" S.S.M.S. 4 35* (ornDrLW SEE?I=6 MR LO°`®• x W/ 7/8"0 x 3/32" WINGNUT. wnow)HDB-HVB QUT HDC-HYC Y ai 5. �NY "T" LOCK (OUTSIDE) 2 SYMMETRICAL HD CNTR_MATES SY► ETRICAL HD CENTERMASES t SIICLS 9,f,ALUNMI,1 HVG* ® MV LOCK (EXTER 0 Wz OLOCK (INTERIOR) 2024-T3 ALLOY)LAM MWE nut ®m©.Q7 a® 70•®O1 ASEkIAMFAutr, ffff ossa, -@-0.�©•®"' !S YA1UiAGTUAFD FST ALL,FL ClQdli t O 1ARS P .1LN JERSEY 5, ©•O•�m©•O7 •®m 0)0OR COUAL. ------------- 3 © SFE W=o+woax rwg m 100 Loos IRA'IM;L ROA, f1ADO DUAL 100.1..0 R wn rare Au esxaawes APinbn06■,1 MCE O ---- FIAATING STACK FLORIDA BUILDING CODE Non High Velocity Hurricane Zone ®2015 PSIBRN METAL.SUPPLY.INC. BERTHA HVTM _ Accordion.Shutter System rl EC O mc. A■S■ ■A■ H.V,BLADE#1 W/OR W/O KV.v KWN BLADE s ,1j1"'�_ Ameiican Shutter Systems REV.N. 0=RFMH GATE DROM BY, M.L. TIUJT TESTING k ENGINEERING COMPANY TATE OF �cr c5s5„ID,� $* st �5,wr�RwL c,tmtrs ttoaw JJi Aeaocfation. Inc. 1 OLD 11-192 4 tJ is oAte a/ta/ts `� 4268 Westroads Drive 2 DRAWING No \ .� :arFceoOeo+• West Palm Beach, FL 33407 3 S�r7tVAi C�l'- WlLM A.TILLIT Jr.P.E. . 15-085 a LLL` n.DRLLL Lk ;44t67 5 SHEET P.E. SE `IiOGE/DATE 6 9 OF 20 .--POURED CONCRETE OR POURED CONCRETE POURED CONCRETE OURED,CONCRETE CONCRETE BLOCK WALL OR.CONCRETE OR CONCRETE 'OR CONCRETE REQUIRED BLOCK WALL REQUIRED BLOCK WALL REQUIRED BLOCK WALL REQUIRED �E1eSTINC GtIIS_SC EXISTING GLASS CONCRETE ANCHOEXISTING GLASS i-''-`�7 2'MW EXISTING GLASS O 16'O.C. _{ 1 JJJ �{ 2'AIN. T -7 0 d c� — ) , ,- - ———F-S EO ARMMON EQ hell.q ( gp 98 l0 SEE I S O QASS I I ga LM ON 7/16'x3`MAX. ON 1 :CHIM"£11 MADE OT ION SHM ,1 FOR AND (6083-.1 COM.~"'1 a) SHEEr TQ iT FOR MADE(I)AND ON SFEET FO2 ALUM.(CLOSER FOR 1/2• ON SHMT 19.FOR O 5AT cADES &® PLA&R 51 E 1 M N , BIAM(fltc Qry1 T—,� ams(D 1/2'MIN. OF®) I ,T•USE T'OR 2 MAX -S.M.S. +1ox1/2`S.MS. I _ ----- (as f10xi/2• APPuca13LE)x -1/6-x0'-2^ ---- O.C. Q 16.O.E. ALUMINUM CUP AN tA 16. ' ----- _—_—_ 4 , (6063-T6 ALLOY)A M10HEK8{f (1)I1Gxi/2`-S.M.S.TO®Q 4 WALL T T,O.C.5 TO WALL AT i`O.C. TE AT S SEE DE ONNECTION 1 �R EITHER SIDE OF(�) i OR ( OR Q� SEE DETAIL rOR ( OR TO TRACKS o®qO OP 8 ,®� SIDE OL X X OR � 6 SEE 0£7 L X F 4 �w�o 6 7 a 6 1 •®� TO TRACKS a .0 7 v 8 .®�, 'V�•®a,©��©•®a SIDE 0 TRACICSN 1��®'©•�'©•®°1 ® �•�a©.gyp•®�. p.®w®.®„®.®,��.� 0,®m®,®a®,®„®,® ®•®�®•®��aQ� ® ®^•®•®�•� END CONNECTION DETAIL 3 END CONNECTION DETAIL 4 END CONNEC_T_ION DETAIL ) D CONNECTION DET O ADR 46 REQUIRED ONLY FOR SPANS GREATER THAN 12'-0- PouREO CONCRETE —————�EXISTING GLASS CONCRETE BLOCK WALL EXISTING 4 MREQUIRED — 4 1.01.SEPARATION �i 1/2'S.M ,�'A�"------- TO CLASS(ST O 16' .C. WM °—_._._-- '--__ TO LASS(SDN -_- _ 6 OR®ORF OR SCHEDULE ON CONC T/2'MIN. SCHEDULE ON SI ------- --- ----_-- ON S!HLT,9 FUR ANCHOR 0 11 FOR SLADEIDAND �OR®OR�OR� CONCRETE RAMS mk® 12'O.C. 5 SLADCS ID&® ----- _ OR(p ANCHOR ( Q WD.G. 1 2-MIN. 4 _L MIN.----- EQ 2'MIN. 2^ N. ♦SEE LDARATIONS Or USE FOR ���ry�� �r BLADE®ON SHEET 19 ®OR®OR qOR@OR(@ VIEW Y 5 1 OR ®4 PLAN OR (W ®m®a©Oe®x�•®� AIL X POURED CONCRETE OR ®d®d©•pi 46 , .6 � END�IN_STALLA.ION O C�'® © ate®�' CONCRETE W OLocK WALL ,o.�a®.�.p.®.. _7Q •. HV -BLADE .OR= HV WINDOW--BLADE -INTO— . – ® ®��•a ® ®� – - 'o4�• -$`®`° CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL END CONNECTION DETAIL d p ���•®ap RORIDA BUILDING CODE Non Nigh Velocity hurricane Zone t1,r)( l�Aiy 0 2015 EASTERN METAL SUPPLY,INC. EN A■ ■�■A■ BERTHA H �, L E C G ,o c. Accordion Shutter System Amertcan Shutter Systems HV.RACE CR ow OR W/0 ATE VORAWSY'NDOW M.E TILLIT TESTING 4 ENGINEERING COMPANY R txsc---- DATE oRwAt-ar M.3 STATE OF 3&k.St..V..305,MMU CAFMO9,FIXOM 331Association, Inc. 1 OLD 11-392 4/13/15 DATE 4/13/15 '9 ; Phm :(305)671-1530.I":(305)871-1531 4268 Westroads Drive 2 DRAWING No ,e'•., ORI C`` o-mot GttecoOad oom West Palm Beach, FL 33407 3 C o � Ess,•.•.•.•.4 \; WOLTEREB-000871dr.P.6 4 �J-085 �Iy ANAL \1\ FIDRIDA 131../44167 P.E. 4iL'�9i ?ACRE/DATE 5 6 SHEET10 OF 20 SCHEDULE#1 SCHEDULE 2 SCHEDULE #3 MAXIMUM SHUTTER SPAN'` "L+"OR "L-' MAXIMUM SHUTTER SPAN* "L+" IMUM SHUTTER.SPAN*"L+- ■ (Ft.). FOR INSTALLATIONS W/ OR -L-• f1 FOR INSTALLATION LEGEND fig$,0 & or or ( ) R 'l ETRE INSTAU11TlONS INSTALLATIONS W/ W METRICAL CITITER� CONCRETE .2 ly�D (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V. LOCK ® or @ or or & & W/ ONE HV LOCKS MANSOITY POSITIVE A.S.D. DESIGN PRESSURE RATING. HD LOCK W/ NO LOCKING RODS or ONE HV LOCK or or L-;MAX ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENrERMATES & W/ ONE HV -T' W/ NO LOCKING RODS OR W/ NO LOCKING WALL A. B. C. D. E» M, N, 0. P. Q, A.S.O.DESIGN PRESSURE RATING. LOCK @ W/rwo LOCKING RODS® TOP & (SEE NOTES t tt)® ODS' MOUNTING F. K &L R. S, & V. BOTTOM SEE NOTES (VAUD FOR MOUNTINGQ (2) PROCEDURE TO DETERM7NE.MNOMUM SPAN FOR SHEET 7) FLOOR/CEILING G, H, 1. 11, J T. U. W k X WALL MOUNTINGS (TOP/GMOM) OR FLOOR/CEIUNG: MWRETE&WOOD INSTALLATIONS 0 CONCRETE&WOOD CONCRETE MOUNTING &.M A&D.=ON A90.�f7c -INSTALLATIONS GIVEN A P05MVE ASD. DESIGN PRESSURE RATING, PRCSM WALL MOUNTING FLOOR/COLING PI4== WALL MOUNTING PRM- DETERMINE MAXIMUM'SPAN 'L+'FROM SCHEDULE 1 MOtINTMG �) & atttta FLOWCOUNO UOUNRNC GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING. o q1-) FLODR/MMG MGNORIG ( t'�I FL !LLL MGt1NDNG DETERMINE MAXIMUM SPAN 'L-'FROM SCHEDULE L? @J .t-pq L`+ (4) L=(R7 Lt(rt1 L-(It)' Cs.(!V L-(b 8 MAXIMUM SINTTFR SPAN 1+'OR 'L-'.FOR 30 OR UM 16'-0' 16'-0' 16'-0• -16'-0' 30 16"-0" 16'-0" 30 IV-01 16'-0' INSTALLATIONS INTO WOOD SHALL BE UMRED'TO FINAL MAXIMUM ALLOWABLE SPAN IS-EQUAL TO.THE 105 PA.AS.D.OMM.PRESSURE RATING. lil.DETERMINED SPAN BETWEEN'L+'AND 1 35 14'--10' 14'-10' 15'-2' 16'-0' 35 14'-14' 14'-16' J5 15-2" 18'-10" ' 40 13-10" 13'-10' 74'-2' 15'-2' 40 -1T-10' 13-1 D' 40 14•-2" 15'-2• - _. (�PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1' 13'-1' 13'-4• TV-3' 45 f3'-1- 13'-1' 45 13'-4" 1C-3- 1' W CORNER CMMMATE A3 MAY BE USED AT ALL C.MBWATIONS IN BETWEEN WALL MOUNTINGS W/FLOOR/CEIUHG MOUNTINGS: 50' 12'-5' 1Y-5• 12'-8' 13'-7- 50 12'-5' 12•-S" SO 12'-3' 13'-1- MOUNTING INSTALLATIONS.LOCKING SPEMCATIONS 55 - '-1' 12'-11' S '-1a' 55 11'-1' I 1'-1 I' SHALL BE AS INDICATED ON MANDATORY CONDITION /2 FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE 60 I1'-4' 11'-4' 11'-7' •-4' 60 i t'-4' I1'-$ 60 10'-2" 10'-11' NOTE 175,SHEET 5. RATING; 65 - - il'-f t' 65 9--5' 70'-1' DETERMINE: Lit-MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 70 10'-6" ID•-6' 10••-9- 11-5' 70 1o'-6' 10'-6' 70 8•7H' 9-4' L2+= MAX.SPAN FOR FLOOR/CEILING MOUNTING 75 10'-1' 10'-1' 10'-4' 11'-1• 75 10'-1' t0'-i' 75 - 8'-9' ttEXCEPT THAT MAXIMUM SHUTTER SPAN"L+-OR INSTALLATIONS. 80 H'-10' 91-10' 10'-0- 1W-9' 80 W-10' W-10' 'L-'AND MA)OMUM k". DESING PRESSURE RATING FOR FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 85 V-8' 9'-6' W-9- 10'-5• 85 9'-6' 9'-6" INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK RATING. 90 9'-3' 9'-3' 9'-5' 10•-i' 90 9'-3" 9'-3' SHALL EAE LIMITED AS FOLLOWS: DETERMINE: 95 9'-0' 8,-9,3. 9'-2' -- -1' 95 9'-0' 8'-g' 1- CONNECTIONS TO KEYSTONE MOUNTING Lt-- MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 95 8'-9' 8'-4- 9'-0' 9'-7- 95 8•-g' 8'-4" LIMITED TO +64.-72 p.s.F. AND'8'-0- SPAN, SEE L2-4 MAX.SPIN FOR FLOOR/COUNG MOUNTING MOUNTING MOON SHEET 7. INSTALLATIONS. 105 8'-7' r-11' 8'-9' 9'-4' 105 W-7' 7'-11' 110 8'-4' 7'-r 8'-7- 9'-2' 110 V-4- 7'-7' FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 8'-2- 6'-4' W-11' 115 -2- 7*-3• SEPARATION 70 GLASS SCHEDULE MINIMUM BETWEEN 11+:'Y2+-. "L1=AND "I�-' 120 W-0- 6'-11- e'-2- 8'-9' 120 e' a' 6'-f f' (4)GO TO ANCHOR SCHEDULE WITH FtTULL. MAXIMUM 125 7'-10' 6'-8- 8'-9' 8-5' 125 7'-10' 6'-8' ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130 7'-8" 6'-5' 7'-10- 8'-1' 130 7*-8' 6'-5' MINIMUM PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7'-7' 6'-2• 7'-9' 7'-9' 135 7'-7' W-2" WIND ZONE SPACING. 140 7,-5• V-11- 7'-7 r-6' 140 7'-5• W-11• ASTM E-1996 SEPARAnON 145 7-3- 5'-9- 7'-S' r-3' 145 7'-3' 5'-9' TO GLASS 150 7'-2' V-7- 7'-4" 7'-0' 150 7`-2' 1--7- 155 r-a' 5'-5' r-2' 6'-r" 755 7`-0• 5'-5' 1 THRU 3 160 W-11• 5'-2' r-1- W-T 160 W-11' 5'-2- 765 6'-10• V-I' 7'-0' 6'-4- 165 6'-10' 5'-1' 170 6'-9" 4'-11' 6'-11 _ ' 6'-2- 170 6'-9' V-11- 175 6'-7' 4'-9' 6'-9- 6'-0- 175 6'-7� 4'-9• 180 6'-6' 4'-8' 6'-8' W-10, 184 6_-6- 4'-6' Q. H V BLADE. 185 W-5'..-..-... 7'4'-6- W-7' 5!-fl- 185 - - W-5' 4-6• --- -._-190—=6'-4'—=4'-•5'.- -�-$— g'6'= =—_190—'_6'-a"— - --- -- - ---- - -_-- -_- - - -- _ - - - - 195 6'.•3- 4--3- 61-?i V-5• 195 _ 6'-31 4'-3' 200 W-2' 4'-2' 6'-4- 9-3- 200 W-2- 4'-2• 2D5 6•-1• a-t• 6'-8' S-I 205 6•_1•, Y4'-1• FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ylyD111tUIlrgrrAA, ®2a15 EASTERN METAL sUPPLY,INC. R " p.Tui BERTHA HVTM 1L �Eco�itic. \ A■S.S■A■ Accordion.Shutter System KV.RADE#1 W/OR W/O H.V.WINDWI 6[AOE TILLT TESTING & ENGINEERING COMPANY American Shutter Systems Lye,.H. DESCRfPTION DALE DRAWN Rtt•MbMY. LG. Ik x* oras Mw.34a,.$L.St..3m,vwm1w'cviMxs,11AALW 331 Assoctotion. Inc. t OLD 11-192 4/13/15 DAZE 4/13/15 Pnonc;(3i")571-1530.I-.(305)871-1531 4268 Westioods Drive z DRAWING No West Palm Beach, FL 33407 s EB GD(8719 15-085 '% 0,�:���,,Z""O''Ri .•G�C�\cWALTER 06 LIT 4i1si' SHE FLORIDA Er I� -sys4yfAtG dtR�E/pATE t1 11 OF 20 ANCHOR* SPACING (in) SHEDUf F EOR A rraN ue A.S.D.DDESIGNNGNPMRESSURE ReT1NC AND A CORRESKINDIN MOUNTIN FOR !ll�1016 enGDCARE F OR COnCRETF ANCHORS SPADING LEGEND POIRIED CONCRETE 801arlPW A.0,G 0 ANO ON SfW B POURED COtNiam 81= (t)*ALL H Oft W, MOUfttO#G A WALL -MOUNTING WALL SILL OUNIING 0 WALL SILL 0UNi1N0. C R WALL HEAOERJ5tLL TAPCON wfIHNADVANCEO S,� w/ W WALL NEAO[R MO21NTtNG w/ wJ - MGUNnNo THREAMORM TECHNOLOGY (1y MM*WK mm9rsw MNK PMMW MW RM tf W E MMMR47B0 Q37Jf 1fD1TNe RaSSIfaC RM bd 4SA arty IffGlT2 n855S8E KV 6R7f 0N050t4 FAT110 ALL POINTS SOUO-SET 301401601761ESD 11204 205 30 40 60 75 90 120 160 205 301401 20 W 7s 90 1 160 205 30140 60 75 90 120 160 205 3014016017.5190 120 180 205'30140160 75 90 120:160'205 1 + 1 12 10 9 a '8 0 14 12 1 g. 8 8 - B 1 1210 9 a 8 14 12 fo 9 8 :a 8 85 B 8 a 8- a a. 4 BLUE TAP 3•-0l 14 i2 10 9 e 0 a e 14 12 fO 9 a 6-6 -8 14 12 fo 9 5 '8 6 6 14 12 10 "8" B 8 8 8 t4 12 N 9'a 8 9 9 8 B a e 8 8' e 8 TAPPER+ DR LM TF 12 10 g d 8 6 5 ti 12 IO 9 8 9 6 6 14 12 10 8 8 8 B 6 14 12 10. 9 8 8 8 3 14 12 /0 9 a 0 e e a a 8 a O a 8 es tt. 12 10 9 8 0 8 a $4 12 10 9 8 e a 8 14 12 10 8 8 8 6 6.. 14 12 10 8 B 'a 8' - i4 12 .10 9 D 0 8 8 8 8 8 8 a' d' E 7 N 12 10 9 a 0 8 4 1{ 12 10 9 8 0 6 6 14 12 10 9 8 E 6 6 14 12 10 D a 7 - - 14 12 10 9 B 7 ESA - 8 a 8 d 8 7 5s 4,-0" 14 12 10 D 8 8 _!LLL ti 12 10 9 6 8 B 0 la 12' 10 a d a 9 6 14 12 10 D 8 9 93 - to t2 10 9 0 a a 8. a a 8 4 8 0 0 e 14 12 10 9 8 6 45 - 14 12 10 9 E 0 8 ; 14 12. 10 O E a 4 B 14 12 iD. 9 8 a - - 14L2 10 9 8 p 6 8 a 8 a a a as 5 14 12 10 9 0 8 8 1 14 12 /0 9 E 8 6 8 14 t2 10 9 p- E 6 8 14 12 70 9 8 8 - - t4. 12 t0. 9 0 p e B' p 8 8 a -8 7 33 14 12 10 9 a 8 4.5 - 14 12 10 9 a 6 6 33 14 12 10 9 8 8 9 6 14 12 10. 9 73 - - - 14 12 10 .8 73 55 - - -a, 8 8 E 75 S5 -4 3 *SEE ANCHOR 5•-0� 14 12 1Q -9 e a 43 - 14-t2 10 -9 9" 8 0. 3A 14 12 10 9 8 8 6 6 14 12110 9 8 7 - - t4 12.10 9 a 8 0 - 8 B B a . 8 8 8 14 12 10 9 6 SS- - - 14 f2 f0 9 0 B 43.-14 t2 i0 9 0 B 6 5 14 12 t0 9 a 3• - - 14 12 10. 8 e 7 - - e a a a .8 7 6 4 SPECIFICATIONS T4 12 70 9 8 8 4 - 14 T2 10 9 e B 8 35 14 '12 f0 9 8 "e 0 6 14 12 10 9 9 - - 14 12 10 9 8 8. B 7s 53 4 .ON SHEET 13 14 12 lO 9 a 7.5 .3 - 14 12 9 8 8 4,5 - 14 12 t0 9 a 8 a 6 U4 f2 9s 7s 4 - - - 14 12 95 73 65 3s - '8 b 8 7s Bs 43 3z - fi•-a- 14 12. 10 9 E S5 - - 14 1 10 9 B 8 43 - 14 t2 f0 8 8 0 p 6 14 12 t0 9 8 4 - - 14 12 SO 8 8 4 8 a o a '8 E E 73 14 T2 /0 9 8 3 - - 14 12 O 'B d B - - 74 12 l0 9 8 8 55 35 14 I2 10 9 43 - - - 14 12 9 7.5 4 a 8 8 8 7.5 SA 4 3 71 12 10 9 8 S - - 14 Iz 10 9 9 e 4 - 14 12 10 9 5 B a &6 14 12 10 9 5 - - - 14 12 10 9 8 43 - B 8 8 0 8 8 4s la 12 10 9 8 4 - - 14 12 9 a BA 3 - 14 12 10 9 8 B 0 - t4 12 9 4A - - - - 14 12 6.3 3.5 - a 8 8 05 53 3 �,-O. 14 12 10 9 8 4 - - 14 + f0 B a5 3 14 12 10 9 B 8 8 - 14 12 10 O 6 - - - 14 1 10 a 7 8 E B d 8 E 7A 6 14 12 10 9 45 - - - 14 12 9 8 4 - - f4 12 10 9 8 7 4 - 14 12 10 SS - - - - r4 12 8 BA - - - p 8 -8-1-8 85 5 33 1a 12 10 8 73 75 - - 14 12 10 9 8 8 - 14 12 10 9 8 0 6 - 14 12 10 8 - - 14 12 10 &5 7 - b a 6 -d 7 S 4 14 12 10 9 a5 3 - - 14 12 10 9 a 45 - - 14 12 10 9 8 8 - 14 11 7 - - - - 74 11 7 53 35 - - - 8 a 7 SS 43 $,�. 14 12 70 9' 0.5 - - - H i2 /0 9 8 4S - 14 12 10 9 8 B. - - 14 }2 10 7 4 - - - 14 12 10 8 B 3 - - ° 0 8 8 a 73 7 4 ♦SEE UM ATION5 OF USE FOR to 12 10 9s 3 - - - 14 72 10 8' 8 - - 14112 f0 9 a 5A - - 14 12 65 3 - - - - T4 12 8.5 7 4 - - - 8 8 a 1 33 4 3 - 9tJ10E 80N SHEET i9 L4_ 12 t0 9 S - - 14 12 10 9 8 4 - - 14 12 +0 9 8 8 - - 14 12 9.5 - - - - - 14 12 g.5 73 45 - 8 8 d 75 a 4.5 14 12 10 63 45 - - - 14 12 10 9 73 - - - 14 12 +0 D 8 - - - 13 95 4 - - - - - TJ 93 85 S a 8 lLS S 4 J 9,_a. 14 12 10 TS 4 - - - 14 12 to 9 73 - - - 14 t2 10 9 B - - - 74 12 10 S - - - - 14 ,2 f0 D 0-5 - 0 e 11 a e 65 6 3 /4 12 W174- - - - - 14 72 10 9 45 - - - 14 12 10 9 7.5 - - 14 113 4. - - - - - 14 113 7s 6 8 B 75 6 S 4 14 12 10 6 4 - - - 14 12 10 9 7 - - 14 T2 10 ° 0 - - - t♦ /2 9 - - - - 14 /2 8 B5 - _ - B 8 8 83 53 - - it 12 9: 5 35 - - - 14 ,2 ,0 9 5s - - - 14 12 10 9 8 - - - 1.5 85 - - - - - - 1.5 a3 v - - - B a 55 43 3-5 M. - 10•-0, 14 12 95 5 35 - - 14 12 10 9 55 - - - 14 12 f0 9 8 - 14 12 7 - - - - 14 12 10 73 5 - - _ 8 B B e B 7A 48 14 12 33 3 - - - - 14 12 10 a 3 - - - 14 12 10 9 0 - - - 14 O5 3 - - - - - 14 f03 7 3A - - - 9 8 7 55 43 33 - 14 12 9 45 3 - - 14 12 10 9 5 - - 14 12 10 9 a - - - f4 i1 - - - - - 14 11 73 - - _ - 6 8 7.5 a 5 14 12 7 - - - - - t4 f2 r0 - - - - 14 12 10 - - - - 0.5 e - - - _ _ _ OS 0 5 - - - - 8 B 5 4 3.5 - 11•-0� 14 12 7 - - - - 14 12 10 - - - - - 1< 12 f0 - - - - - 14 12 3 - - - 14 12 /0 - 8 E B 8 8 7 3A 14 12 4 - - - - - la 12 10 - - - - - li 12 10 - - - - 12.5 93 - - - - - - 25 eB e - _ - - - 0 88 S 4 3 14 12 0s - - - - - 14 12 10 - - - - 14 12 10 - - - - t0 - - - - - 14 10 7 - - _ - 8 7 3S 4514 12 53 - - - - - 1{ 12 10 - - - - - 14 I2 10 - - - 7 - - - - - 9.5 7 35 - B 7 i712'-0. 125.8 - - - 14 12 10 - - - - 14 12 10 - - - 12 4 - - - - - 14 12 ,0 - _ - - - 0d 8 B 8 S 14 12 3 - - - - - li 12 0 - - - - - 74 i2 10 - - - - B5 - - - - - /.5 05 4 - - - - B 6 55 45 4 - A (/'�\� A.4 12 5 - - - - - 14 .t2 - - - - - - i4 iZ 70 - - - - 8A - - - - 3s 93 {5 - - - - - B E e 5 4 - _ = O HV BL!1DE OR \11 HV BLYIDE 14 /2 - - - - - _ 14 12 - _ _ _ _ 14 12 _ _ - _ _ 4s _ _ _ _ _ g �, _ _ _ _ - - BS 43 35 3 ,4 12 - - - - - - 14 72 - - - 14 12 - - - - 12 - - - - - Y4 12 - - - e 9Wf (� HVWINDOW BLADE id 10 - - - - - - /4 /2 - - - - 14 12 - - - - 53 - - _ _ .. OA 8 - - - - 6 8 5' 4 3.54 T2 - _ .. _ _ _ 14 12 - - - - 14 12 - - - 6 - - - - _ _ 11.518A - 8 8 55 45 - o is t2 - - - - - _ 1 4 12- - - - - - - 14 12 - - - - - - a 3 - - - - - - g. 6 - - - - - - e 6 4 3 - - - - WORKING IN UNISON 14 12 - - 14 12 - - - - - - 14 12 - - - - - - is ° - i< 12 14•-0 14 y _ _ _ _ _ _ 14 12 - - - - - 14 12 - - - - 10 4 _ _ - - - - 10 12 _ - - _ - 8 E 8 8 75 4 - _ - - - - - B 7A S 4 3 - - 14 Its=== - - - 14 12 - - - - - - 14 12 - - - - - o3 4 14 - _ - - - - 14 - - - - - - - 14 - - _ - - - - 7.5 - - - - 7.5 _ - - - - 7A 5.5 35 3 - - - 14 15•-O• S4 _ _ _ _ _ _ �; ...� - - _ _ _ = i{ _ _ _ _ _ _ i..9 _ _ _ _ _ _ _ ,{ _ - _ _ _ _ _ 8 B e 7_ 7 3.3 _ ti - - - - - _ 14. 14 - _ _ _ - _c 10 - - - - - - - - -._ - - _ p - - ----_'_ - - - -'EEFLORDA B 7 43 3S 3 y _ y _ _ 7 53 35 16•-0�14 _ - - - 8 _ _ 174 - _ _ _ _ 0 8 B- - i - 14 - - - - - 14 - - - - - - - D5 - - - - - - g3 - - - - BUILDING CODE(Non High Velocity Hurricane Zone A. r�C(1 0 2015 ClSIF.R11 METAL SUPPLY,iNO. nr BERTHA HVTM _ A■�■ ■Q■ Accordion Shutter System KV1 L E C Q INC. .SDE#1 W/OR W/O KV.WMDW 61.40E .o• /� 1k TILLIT TESTING &'ENGINEERING COMPANY Amedccn Shutter Systems �1pncw DATE CRON BY, UA_ 9•. STATE DF WO N.W.aft.ft.St.303,.19NM GNMM n m 3316 Association. inc. f OLD 11-192 a/13 15 oATe 4/1-3 15 �, Phm+o`(3os)871-1530.Fos:(JW)871-1531 4268 Westroods Drive z -i p o-mon:U,lawft l om DRAWING No. i, sS x� EB-0006719 West Palm Beach, FL 33407 a -Z7�7 /(} •,L t�j"`\4� wALTOt A T&W Jr.P.E. . 15-085 P.E. iQl6IOH!\{i6E/DATE n 0"1" 9+4167 5 SHEET e 12 OF 20 MAMMUM AMAOR! SPACING (in. LILE FOR A GIVEN MAX. MjVI1ER_WA& SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES (SEE MOUNFWGS 1;R @ N CSN SHEETS a A 7) 1.ANCIIWS TO SUBSTRATE SHALL BE AS FOLLOWS.- POURED OLLOWS:PO RED ROLL POURED fCIHORETC (A) TO D15TNG POURED,CONCRETE(Ata.ra-3 k0l WJWA QWALL SILL MOUNTING @CEILING MOUN17N I H@FLOOR MOUNTING - 1/4'6 7APCON OR TAPCON WITH ADVAMC:W TI REnDFORM TECHNOLOGY MCHoRS.AS WWUFACTURm BY I.TBU .W. um(Kn.Pc=3 kgi a SPM ANCHORS SPACING`'LEGEND,ND, - 1/4.9 x 3/4'ALL POINTS SOLID-SET ANCHOR%As DISTRIBUTED BY ALL POINTS.SCREW.BOLT& SPECIALTY COMPANY.(Wo.ire®3 kmj (b) km CC=muza MM W kM LYNN NEGCK UMZM PATW CUM NEA Mr PMM RUM TAL'CON� - f/4.0 BLUE.TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED Br FLORIDA FA5T94US DIRM.INC.(Min rc m 2 Ha l 30 140 160 175 90 1201160i'205 30 40160175 190 120 t60 205 30 40 160175 90 120:160,205 - I/4'a TAPPER+ANCHORS AS MANUFACTURED BrPOWERs FASTENERS.INC.,Arra DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY ♦ 1 0 s a e 14 12 f4 s -a 6 14 1 10 e 5 e 6 a TAPCON WITH ADVANCED COMPANY'OR-ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED wnH THE AMERICA SHUTTER SYSTEMS ASSOCIATION.INC. 14 12 l0 a a a e s 14 lz 1a a a e a 6 14 12 10 0 a s 6 6 THRFAOFORM TEOltrwtaGr ,'}.c$3 1411) DR EM 14 111 2 t0 9 A 8 6 6 14 12 10 9 a 6 6 0 14 I2 f0 9 8 8 6 5 P0H"n D- 14 12 10 s a a 6 7 14 12 10 9 E 8 6 a 14 12 fo S 0 a e e BLUE TAP W/CAP No7FS 14 12 10 9 a 7 53 35 14 12 14 9 a a a a 14 12 to a a e 6 s TAPPER+ 0.1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THIT"Cl1b1 TECHNOLOGY ANCHORS AND TAPPER+ N 12 10 9 8 6 6 6 U 12 70 9 e 0 8 8 14 12 t0 9 0 e B SS ANCHORS 1 3/47,AND FOR BLUE TAP W/GP ANCHORS IS 1 1/2'. 4•-0' 14 12 10 9 a a 6 4 14 12 10 9 N! E 6 4.5 14 t2 10 9 0 4 4 35 A.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL Et 7/8'INTO THE POURED CONCRETE.NO EMBEDMENT t4 12 10 9 a 7 6 45 14 12 10 : a 0 e 55 14 12 10 9 0 0 8 4.6 INTO STUCCO SHALL BE PERMITTED;1/4'0-2D SS MACHINE SCREW USED MULL BE 7 1/2'LONG MINOIUM SHOULD STUCCO EXIT.AND 14 72 70 8 7.515.5 35 - 14.12 10 9 8 8 6 5 14 12 10 9 8 7 53 4 4513R•LWITAMM OF 16E f'O9 1'MA6NMItM FOR WALLS-WITH NO S1URO0. 14. 12 -10 -9 8 a 8 -W 14-12 10 -9- a 8 6- 5.5114 12 10 4 8 a 5 -i.-3 SLADE S T la 14 12 /4 0 a 7 4' - 14 12 10 9 0 83 535 14 12 10 '8 OS 9 3S 3' A.3)ON CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS CM ANY VENEER BE FOUND ON THE C=NG WALL OR FLOOR 14 12 to 9 a 75 43 - 14 12 10 9 e a 6 45 14 12 10 9 6 6 45 75 ANCHORS-SHALT.Be LONG DOM TO REACH THE.AWN'MUCNRE REMO�SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12 1-5-7-3 OS +$ - - 14 12 10 .9 8 75 55 4 14 12 10 9 8 8 4.5 3S NOTES A1)1x A2)ABOVE FOR INSTALLATIONSON-WrL SIDM OR En WITH OR WTINOUr METAL STUDS CONSULT THIS ENGINEER.FOR 6•-O' 14 12 10 9 8 a 6 - 14 12 10 9 8 6 6 5 14 12 70 9 8 6s +5 3s INSTALIIQION INTO EFS'WITH METAL STUDS SEE SHEET 20. 14 t2 10 9 7S 53 3. - 14 12 10. 9.5 7 SS 4 3 14 12 0 8S SS -L-L - 14 12 10 9 8 6 - 14 12 10 9 6 ab s 75 14 12 l4 85 s a 4 (D) TD D=NG CONCRETE atom.(ASTM c-90) 14 12 8 65 55 J - - 14 12 10 9 9 05 45 3S 14 12 10 0 7 5 3.5 3 - 1/4'0 TAPCON OR TAPCON NTH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MUHUFACTURED BY I.T.W.BURDEX. 7•-O' 14 12 10 9 a 8 - - 14 12 10 9 8 7 3 4 14 12 10 9 75 5.5 4 J - 1/4'11 x•3/4'ALL POINTS AHD SET ANCHORS.!$DISTRIBUTED By ALL POINTS SCREW.BOLT 8c SPMAL7Y COMPAd71: 14 12 /0 8 95 4 - - 14 12 _r 73 6 45 25 - 14 105 7 55 45 35 - -1/4'0 UWE TAP CONCRETE ANCHORS W/CAP AS MANUFAMM BY FLORIDA FASTENERS DIRECT.INC- 14 12 t0 &5 7 1 4 - 14 12 10 19 7.3 5b 4 - M 12 9 7 75 4S - - 1/4'0 TAPPER+ANCHORS AS NANFAGWRED BY POWERS FASTENERS,INC,AND DIST=TED BY ALL POINTS SCREW BOLT k SPECIALTY 14 11 7 Sb 15 - - i4 12 10 8 7S SS 4 - 14 12 7 8 4S 3 - COMPANY OR ANY OTHER APPROVED UCENS£0 OR AUTHORIZED VENDOR REGISTERED WITH THE AMERIC SHUTTER SYSTEMS ANION,INC 8•-0- 14 12 10 9 a 55 - - 14 12 10 9 8 6 4 - 14 A 10 L 65 5 35 - NOTES: 14 12 8;5 7 5b 1 3 - - 14 12 a 95 5.5 4 '3 - 25 95 5 4 3 - - ELI)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON;BLUE TAP W/QIP ANCI IRS AND 7APPER+ANCHORS IS 1 1/$AND TAPCON 14 12 95 7.5 8 - - 14 12 95 8[37W 5 - - 14 12 8 6 85 4 - - WITH ADVANCED THREAOFORM TECHNOLOGY ANCHORS IS 1'. 1J 93 6S 5 3.5 - - 14 t2 10 8 5 - 14 12 8 83 5 4 14 12 10 D a - - - 14 12 10 9 4.5 - - 14 12 eS 7 53 ! - - 6.2)MINIMUM EMBEDMENT OF 1/4s x 3/4'ALL POINTS SOLID-SET ANCHORS SH A L BE ENTIRELY EMBEDDED TRO THE CONCRETE BLOCK.NO 14 11.5 73 E 4 - - - T4 11 7 55' it 6 55 45 35 - - - EIBEDMENF INTO STUCCO SHALL BE PER►Onm. 1/4'a-20 SS MACMHINE SCREW USED SHALL BE 1 1/2'LONG MNAMUM SHOULD STIM 14 12 8 Cs 45 - - - t4 12 05 1 4 - - 14 105 7 55 8 {S - - EXIST.AND 1'MINIMUM FOR WALLS WITH NO STUCCO. /S BB 55 4 - 14 12 9 74-9 - - 14 11 55 45 74 t2 10 9 75 - - - 14 12 10 8' 5 - - 14 1 8 5 4 - 8.3)IN CJSE THAT PRECAST STONE,PRECAST CONCRETE PANELS.PAVERS OR AW VE CER BE FOUND CRN THE E STING WILD_OR FLOOR. 14 165 7 5 35 - - - 13 95 65 5 3 - - 10 - 4 3 - - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MMN STRUCTURE BEHIND SAID WALL nNsHES.ANCHORAGE SHALL BE AS NRorATED ON 14 It 7S 55 - - - 1! i1.5 9 6 4 - - 25 95 0 5 4 4 - - NOTES B.1)h 8.2)ABOVE.FOR INSTALLLATiONS ON VINYL SDINO OR ETES WITH OR WITHOUT METAL STNS CONSULT THIS ENGINEER. OS 8 5 - - 14 12 8 CIS 5S 4 - 13 10 6.5 5 4 3 FGRE INSTALLATION INTO EFS WITH M SIAL STUDS SEE SHEET 20. T4 12 Ra - - - - - 14 12 9 7 5 45 - - 14 105 7 55 45 3.5 "951 5 1- - 12 9 6 45 ! 3 - - 9 7 45 35 3 - == (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL Of THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR S MANUFACTURER. 14 14 7 - - - - - 14 los 7 Ss u s- - - , es ss +s&7S - - 9.5 14t3 73 (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(M)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 7 45 - - 8 3 - 12 D 6 ,3 4 14 12 1`0 - - - =- f4 12 6 e ss - - 1� 10 s5 s 4 - - - EDGE DISTANCE VERSUS SPACING SCHEDULE FOILAWHOM, 15 :2 4.5 - - - 11 8 55 4 35 - - 8 6 4 3 - - - - .MAxIt1UM ANCHOR SPACINGS ARE VAUD FOR EDGE OISTANCES INOCATED BELOW.FOR L D.IHSS THAN THE INDICATED.REDUCE ANCHOR SPACPM 3.5 95 8 - - - I- - 13 95 65 5 4 10.5 8 5 '4 - - BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 65 - - 14 r00 7 53 43 - - 11 83 55 45.3.5 - - - REDUCED SPACING.08YNNED USING FACTOR 94ALL NOT BE LESS THAN MINIMUM SPACING 9NMCATED FOR EACH ANCHOR TYPE is 12 - - - - - - u n3 7S e 5 - - - tz s s 45 , - - - FACTOR D5 8 - - - - - YO 75 5 4 3 - - _ 75 SS 4 3 - - - ACTUAL is ab - - - - - - 1z 9 6 as 4 =- - -19.517 s 4 - - - - EDGE TAPCON TFIR£ADfT)RM TAPCON WITH ADVANCEDALL POINT SOLD SET BLUE TAP W/CAP TAPPER+ e 6 - - - - - - f3 95 5s 5 - - - - Os 7S 5 4 - - - - HV BEIDE OR DiC1'AiNCE °'"-SPACING 14 12 - - - - - - f4 HOS 7 55 - - - 11 05 5s 4.5 - - - - ED. VIN.SPACING-3' MIL SPACING a 3' IN.SPACING-3 1/2' batt SPACING =3' 3 3/4' 4• 14'-0'--- 10 75 - - - - - 1 7 !.s SS-' - - - 9 5 s's 3 - - - V CONCRETURED E BL`RETE LOCK POIMl1 ware CoNCREIEEM- I'T POURED RETE BLOCK C09CFEMPOURED CDNCROIE LCE C,3 Ite oac9L7E I/ 15 e - - - - - 11 6 6 - - - - - 9 6s 43 - - - - V WINDOW INR.EDa3• LWL Fb=J 1/2'TCL ED.•z t ,A,L En.3 1 L N mar Mx Co.•3 1/Y ED.21/r 75 - - - - -• 12 -9 B - - - - 85. 7 45 ^- - - - ,. - - - - - - - 3.5 10 65 - - - - - ase 5 - - - - -_ BLADE WORKING s- 1.0 0.90 1.0 0.78 1.0 oa{ 1.0 9 _ _ _ _ _ as 65 4_ _ _ _ _ 65 5 s - = - - 1 - .0,81- T.0 - 0.87 1.0 2 2 10 _ - - - - - 0.5 a 5 --. - 95 ,O: , N UN1S�N_ - - _ - _ - - _ _: J _-_2- = _ - -- -os1- -- _-- -- 1 3/4. 85-55...••-_,.__-_.�_;.:. D Bb 4 - Adz __ .. _ 16•-0. 25 9 _ - - 10 7S - 6 a a 4 6 43 J T T 2' 035 035 - its T s - - - - - 8 6 + - - - - - FLORIDA BUILDING CODE Non-High Velocity Hurricane Zone ®2ois ESIE@N METAL SUPPLY,INC. IrNse ' BERTH TU IL EC O �p4:. A,S„ .Q, Accordion Shutter System. American Shutter Systema kv sL+lcE 1�1 w/OR w/o M.wINoow MAX STATE OF HILT TESTING EL ENGINEERING'COMPANY OEWFORON OATC DRAWN Or' M,E eve N.W.XV,,SL,�,307,.aMCII.I ,331 Association. Inc. , OLD 11-192 4/13/15 LATE: 4113715 `,`�� 1Tme:(305)8t1 T1�C400.Fo. )s7T-153t West Palm Beach,4268 SFL 33407 s -DRAWING No 'SAA sS�p'{.p1 ` WALTER A.7TILLC13-0100UT'Jr.P.E. 4 15-085 P.E.AA�' !' f� ATURE/DATE FLORIDA u`Q`4167 a S 13 OF 20 MMIMUM ANCHOR0 SPACING (L.) SCHED F FOR A tiR2M MAXSHUTTER SPAN A.SA DESIGN NEGAINE PRESSURE Ra A A C^�RESPONDING bt I,It G TYPE FOR CO RETE OR CON RETE M= IPS ALpTtOhS (sr:e 1w19 MIM 4 4 K&L ON SHM 7) I OVER a 1 TROCH CONCRETE � ANCHORS SPACING LEGEND ©tWNGUMID MOUNTING QWAiI/FL06R MOU- ©WALI./WA�X OVER MOUNTING. spm TAPCON OR M=WAIT PRMM ROND MM N-M9K PPfSSM P9W Od UA DIM nXK nsIMNE MW W AS&OC rt1 NMI www TAPCDN RMITEC ANCED TECHNOLOGY 301401 a0 75 >m !20 160 2D5 30 40 BD 75 90'120 160 2051400 00175190 120 160:201 �140160 79 80 120 160 ZOS THREADFQRM TECHNQLOGI^ u to tp 9 e a 1 1 f t2. 75 7 7 7. 7 5 s ALL PAINTS SOLID-SEF 3-D" 14 12 IG 9 H 9 8 a 12 72 12 12 12 I2 B5 7 7 7 7 J 7 7 5 55 b 5 5 5 '5 5 R T4lz to. 9 a a a a 12 7z 12 a os 6 a 45 7 7 7 7 7 6.5 s 5 5. s 5 s 5 g BLUE TAP /4 12 10 9 8 6 a a 12 12 12 12 12 10 7.5 6 7 7 7 7 7 7 5 S S S 5 5 g 'S TAPPER+ 14 12 10 9 H 8 0 6 12 12 12 12 1.5 85 a5 b 7 7 7 7 S5 4 S b S. S S S 3 4 4,-0` 14 12. f0 8 8 D 8 a 12 12 12 12 12 9,S 7 S.S 7 7 7 7 7 7 5 6 5 3 5 S S 5 14 12. 10 9 8 6 8 8 12 12 f2 95 8 8 4.5 3S 7 7 7 7 a5 S S b S S- 9 5 3- 14 ,2'W 9 0 6 6 8 72 12 12 t2 fO 73 U. 4 7 -7 T 7 7 SS 5 5 5 S 5 5 5' 5 14 12 10 0 8 8 0 8 12. 12. 12 " 9 7 5. 74 .7 7 7 55 4. 3 5 3 .5, S 5 5 4 3-. 14 12 10 9 B D 6 6 Q 12 t2 12. f0 TS SS 4 7 7 7 7 7 75 5 3 5 514 12 Ip 9 8 8 6 a 12 12 95.7.5 8 4S 35 - 7 7 7 7 S 3.S a 5 5 S 5 5 51412 10 9 6 8 8 8 12 7T 12 9S a 6 4S - 7 7 7 7 55 4 S 5 S 5 5 S 5 4 SEE ANCHOR 14 12 10 9 8 8 6 6 12 I2 1:5 9 75 55 4 3 7 7 7 45 35 - 5 5 5 b s 45 35 SPECIFICATIONS 14 12 10 9 8 a a 5 ,2 lz IZ 10 3 6 45 357 T T 7 7 7 5 5 5 5 5 5 g 3 ON SHEET 13 14 12 100 8 D 0 6 1T 72 8 6 S 4 3 7 7 7 55 4 S S 5 S S 5 43 1{t2 f0 0 8 a 8 B 12 12 10 a 65 5 .75 - 7 7 7 8 Ts - 6 5 51{ 12 t0 B �18 8 8 B @ la 10 H 0.5 6 JS - 7 85 SS 4 6 6 9 5 5 4 3 7,-0` 14 12 70 9 8 B 6 12 12 12 85 7 5 4 3 T 7 7 7 7 7 7 8 S 5 5 5 5141298 t1210 aS 5 45 3 - 7 7 7 7 a5 5. 3 5 5 S S g 5 35 314 12 9 a 6 8 12 12 85 7 35 4 - - 7 7 7 7 5 - - 5 S 5 5 5 4 - 0 VALID ONLY FOR UP TO +70, -75 14 i to 9 a c a - 12 12 &S 7 55 4 3 - 7 7 7 45 3 - - s 5 s 45 35 - PSF A.S.D DESIGN PRESSURE $1-0. 14 12 10 9 0 8 6 - 12 12 a5 75 s 45 35 - 7 7 7 7 7 4 5 b 5 s 5 --6- T4- g RATING & FOR SPANS PER 12 10 9 a a a - 12 e 6 ss + 3 - - 7 7 7 7 55 4 - - s s s 5 s 4 3 - SCHEDULE (/3, SHEET' 11 t1 12 10 9 8 8 8 - 12 11 75 6 5 7b - 7 7 7 7.5 6 4.5 - 5 5 5 5 5 45 14 12 1D 9 8 8 - - 12 15 7-5 0 5 3-51- 7 7 6.5 5 4 5 5 5 5 4 3 9,_0. 14 12 10 9 8 8 - - 12 12 OS 45 55 4 3 - 7 7 7 7 7 7 a 3 5 5 5 5 5 5 5 5 14 12 f0 9 8 8 - OS a 5 4 35 - 7 7 7 8 5 3S - S 5 5 b 5 4 3 14 12 la 9 s 8 - - 12 ID 85 5 45 - - - 7 7 05 55 - 5 5 5 5 4 14 1 10 a a - - 12 05 7 55 45 35 - 7 7 55 5 35 - - - 5 5 5 35 -- I 0,_O 10,-Q`14 12 9 H 8 - - I2 11 8S 6 5 35 -• 7 7 7 7 7 45 - S 5 5 S 5 5 4.5 T4-12 10 9 8 a - - 9S 7 43 JS A. - - 7 7 7 SS 45 - 5 5. b 5 45 35 14 12 10 9 8 8 - 12 9 6 5 4 - 7 7 T 6 5 6 5 5 45 5 14 12 t0 9 9 8 - - 12 TS 6 5 4 3 7 7 5 4 3 5 5 5 4 35 11--0 14 12 70 9 8 a - - 12 10 7 55 45 35 - - 7 7 7 7 7 7 35 - S 5 5 5 5 5 5 4 1412 ,p 9 a a _ _ SS eS . 35 3 _ _ _ 7 7 6 5 + _ _ - 5 5 5 5 4 J - H V BLADE ONLY .4 t2 10 8 8 6 - - 11 8 5,514 - - - - 7 7 7 55 4S - - S - t4 12 1D 9 8 - - - 15 85 b.5 4.5 35 - - - 7 7 4S 3.5 - - - - 5 5 4,5 33 3 12,-0 f4 12 f0 9 8 - - - 12 9-5 !LS 5 t 2 - 7 7 7 7 7 6 3 - 5 5 5 5 5 5 45 35 14 12 10 9 8 - - - 8 6 4 J 7 7 55 45 35 - 5 3 5 45 4 3 14 12 ID 9 a - - - 1D 75 5 4 - 7 7 6 S S 3 5 5 4 14[12 10 8. a - - - PS $ 5 i- 3.5 - _ - 7 aS 45 35 ~ 3 5 45 33 3 - - - 3,-0`74 lD 9 8 - - IS 6.5 0 45 J5 3 - 7 7 7 7 7 45 - - S S 5 3 5 9 4S-35 N 10 9 a - - 7 55 3.5 7 7 7 5 4 3 5 . 4 3 14 10 9 a - - - 9 7 48 .73 - - - - 7 7 55 4S - - - 5 b'. 5 45 4 24 10 9 - - - - t0 7S S 4 S 7 8 4 3 S S 4 14,-0 L,44- 10 9 - - - - OS 8 55 4 35 - - - 7 7 7 7 7 4 - - 5 5 5 5 5 5 4 3 1D 9 - - - - 85 9 J _ 7 7 5 3S - 5 5 5 4 T4 10 9 - - - - ds 85 4 - - .T T 5 4 - - - S 5 5 4 - - - 14 10 - - 7 5.5 35 - - - - - 5 5 35 3 - - _ 14 10 - - - f0 75 5 4 J - - - 7 7 7 T 7 35 - - 5 S S 5 5 5 4 3 15-0`14 t0 = -Z-- - B 4.5 3 7 " _ •• .7.45: J _ 5....5_ _ 14 t0 5 4- - _-.- - .T 7- a 14--12- 10 _-_' a5-85_-4-3.5. 35 - - - - - S 5 39 _ .. 14 f2 10 - - - - - 95 7 45 35 2 7 7 6 3 - 3 3 9 9 5 1L f2 10 - - - - - 8 45 3 - -- 7 a.3 { S 5 4 35 14 12 ID - - - 75 55 75 - /5 FLORIDA BUILDING COBE Hon High Velocity Hurricane Zone `..SsR A,r/� �i,� 0 2015 FAs1ERN METAL suPPLv. INc. BERTHA HVTm A■5� ��� Accordion Shutter System :---lit IME C o �N c I KV.BLeM#1 w/OR w/o Hv wlwM aADE * 15� American Shutter Systems E;7, pp,p,ipl, o11c tati4m ar u, .p; :']E TICCIT TESTING dt ENGINEERINGWEI COMPANY Association, Inc, 1 OLD 1t-192 4/13/15 DATE 4/13/15 STATE OF alss r1.w..xan.5:.sra.3U7,awOat eumexs.:nnlmt W161 (305)871-7530,rD4:(X5)871-IS3f 4268 Westroods Drive 2 e-nwa:ftt�c0000taom DRAWING No p�1 PE West Palm Beach, FL 33407 15-085 NAL �� SHEET P. SEA'C' �`/DATE r u� 144167 8 JSItiHJtl14 of 20 MAXIMUM ASD DESIGN PRESSURE ROTING (tt,sI) AND CORRESPONDIN ld8xil.!uM ANCHOR SPACI (ip,l SGHEdUr F FOR A GM MAX, SHI,�R SPAN, NEGATNE A_S.D: DESIGN PRESSURE ATIh hD A CORRESPONDIN MOUN?Iy TYP . (SEE MOUNMA tS ON SHEETS-16 6 17). Z�; L--J B !E�-r tR AT F==- SOUTHERN SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH gWyp/ O SPRUCE PINE RCL -I DOUGLAS FIR W/ MIN. Ga0.50 W/MIN. G-OA3 W/ MIN. G=0.36 1/PLYWOOD OX p2pUG�Mc04�G`y/'S5 FIR NORTH-0 FIR SOUTH 6tIN.Cw0.50 W/ MIN. Gm0.43 W MIN. C=0.36 WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M. N. 0 & R FLOOR MOUNTINGS M. N, 0 & R FLOOR MOUNTINGS M. N. 0 & R FLOOR MOUNTINGS WALL MOUNTINGS BA.WALL MOU148Nas B.O. WALL MOUNTINGS B.O:WALL MOUNTINGS W & X W& X W* X. P &Q S&V S&V S&V tSMQ43RW11[1A5R[F/ADfp� 8�A90Ett12tlE tA9c pA1 cwr�acalaxs Wil a^+1t1romE 191E 111Ns1 a99l1mecr+ mtQy��omu asmclass�aoss(,O !wtl0c0[RES9AE9�s0 tF� 0.191 RCQf1t R13Al2 tRW4(rlj o�AH@[i951R1R7CT;.6._t19A11t1tR(ItOyfECCtC� - - 30 40 '60 75 90 O, 30 41 60 75 9D 166b6 40 66 75 90 65 30 40 60171 90 OS 30 40166175- 90 05 30 40 60 75 90 165130 40 16DI75 90 05 3040. 66 75 90 OS 30 40 60 75 90 0.5 3a 40 60 75 90 05 '-0"01t 12 10 10 9 8 8 6 6 6 6 6 6 12 10 1D 9 O 8 6 6 6 5 6- 6 12 10 10 9 8 8 6 6 6 6 B. 6. 6 5 4 4 4 3 12'12' 12 12 12 12 12 12-12 12 12 t2 12 12 12 12 12 12 41-01 12' TO to 9 6 8 6 6 6 a B 6 12 10 10 9 8 8 6 B 6 8 6 6 12 10 10 9' 8 8 6 8 B 6 -6 8 G 5 4 4 4 3 12 12 12 12112 12 12 12 12 12 12 12 12' 12 12 12 12 12 12 10 10 9 8 8 6 6 6 6 6 5.5 12 10 10 9 8 8 B B 6 6 6 5 12 10 10 9 .6 7 6. 6 6 6 6 5 6 5 4 4 4 3 t2 17, t2 12 12' 12 12 12 12, T2 12 12, 12 12 12 12. 12 0. 6'-O' 12 1 to 8 .5 6 6 6 6 5.5 4.5 12 10 10 9 6 5 6 6 6. .5 5 4.5' 12 10 10 9 6 S 6• 6 6 6 5, 5 6 5 4 4 35 - 12 12'12 12 t2 12 12 12 12 12 12 12 12 12 12 12 }0 &5 7'-0' 12 10 9 6,5 4 6 8 8 .5 4.5 4 12 10 10 9 5 3 6. 6 6 5 4 5 12 10 10 7 .5 - 6 6 6 5-V335$ 8 5 4 4 - - 12 12 12 12 12 12 12 12 12 12 12 0. 12 12 12 05 85 75 8'-0 12 1 10 3 9 6 6 9 4 3.5 12 10 10 6 3.5 - 8 6 5 .5 3 T2 10 10 4 - - 6 B 5 .5 35 3 6 5 4 - - 12 12 12 12 12 12 12 12 12 12 11 9,5 12 12 13 9 7.5 65 9'-01 12 10 5 3.5 - 6 6 5,5$.S .5 3 12 10 9 4 - - 6 6 4.5 4 3 3 12 10 4 3 - - 6 6 4.5 4 3 3 6 5 35- - 12 12 12 12 12 0 12 12 12 1. 9.5 115 12 12 10 8 5 5.5 1O'-0' 12 10 7.5 4 - - 6 6 5 4 3 - 12110 6 3 - - 6 6 4 .5 3 - 12 10 3 - - - 8 6 495-5 3 - 6 5 - 12 12' 12 12 11-99.5 12 12 12 t0 1L5 Z5 12 12 9 7 6 5 71'-0' 12 70 55 - - - 6 6 45- - - 12 10 4S- - - 6 5,5 3.5- - - 12 10 - - - - 6. 5.5 4 - - 6 5 - - - - 12 12 12.12 1010.5 12 12 12 9.5 8 7. 12 12 8 6.5 .5 4.5 12'-0' 12 10 4.5 - - - 6 6 4 - - - f2 10 35- - - 6. S 3.5- - - 12 10 - - - 6 5 a5l- - - 8 5 - 12-)2 12 t. 9.5 6 12 12 1/ 8-5 7 6 12 1.5 7.3 6 5 4 13'-0' 12 10 - - - - 6 6 - - - - 12 10 - - 6 4.5 - - - - 12 .5 - - - 6 .6 - - - 6 .5 - - 12 12 t2 0 8.5 7.5 12 12 10 8 .5 53 12 0.5 7 55 4.5 4 ta'-0" 12 10 - - - s 5 - - - 12 7 - - - - .5 4.5 - - 12 7 - - - 5 0.5 - - - - 6 3 - - - 12 12 12 9.5 8 6 12 12 95 7.5 6 45 12 9.5 .5 5 4 3 15'-0" 12 - - - 6 - - - - -1121-. - - - - 5 - - - - - 12 - - - - 5 _ _ _ _ _ 6 _ _ _ _ 12 12 T7 8 5 5 12 12 &5 7 6 4 12 9 6 5 4 - 1 G'-O' 12 - - - - - 6 - - - - - 12 - - _ _ _ 5 _ _ - - 1 - - - - 5 - - - - 6 - _ _ _ _ 12 12 0 85 65 4 12 it. 5 5 4S 3.5 - t n HV BLADE OR_Q HV BLADE W/ HV WINDOW BLADE WORKING IN UNISON* •s1E alias av t1� _ (Ca0£ ON 9EET 19 } NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. I.mcma 5 10 w'L ROOK OR sow WOoo somr spmL BE AS rouoas: 3-SU951RATE SHILL O0 Wr OF INE FOUAMNG: -SOUIT RN PINE Na 2 W/G+059(N.OS) -i/4Y TAPCON ANQWRS,AS WXUFA==BY LT.W.8ODEX W/M1101UM 8480MR R AS MOVED AT -DOUGLAS FIR W/G-0-50(NAS:) ESCH SECTION ON SIMS 10&17, -SPR=DME FIR W)IM W/0-0.43(ND.S) EXCEP801k SEE NOTE 2 MOW. -SPRUCE PINE FIR SOUTH W/0-0-36(HD.S.) MM.`1/2:COX PLYWODD(1986 APA) _ 2.A400M'10 HDUDW'CE717tA'9WL se AS PFR AWSAi M TYPE'-U::SHEEr-17-..---ANOSHML:CONS"OF --- --- _ ___ _ - ..__ __. _. .. -- --4.ANCHOASsi-U.�DKfALLEO FOUJDW :ALL OF SHE RECWOON➢A"ONS AND SPECOICI�RONS OF THE - - -- _ - - -- _TAG_SCREWSJiS_Pt7t.NOSSOI2_SP£CIECCAnDNS- - ANCHOR'S MANUFACTURER - R.ORIDA BUILDING 000E(Non High Velocity Hurricane Zone 0 2015 FASTERN METAL SUPPLY,INC. BEW4111H111MWF, HA HVTM .- y;.,� 11. E C O SNC. A■;S, ■,S■A■ Accordion Shutter System Kv _ aADE 1 W OR W KV,WI=W aADE TIILIT TESTING & ENGINEERING,COMPANY American Shutter Systems MCRIPDOI DATE DRAWN BY: M.L. 675s Ka,3GM.54.Ae.703.14rtCWeA w'@w5,FtAR4Y1 371 Association. Inc. , OLD 11-T 92 4/13/15 DAM 4/13/75 -"siB� 1�6?'--x Phone:(305)1171-1530.F=,.(305)371-1531 4268 Westmods Drive z �� �19- m West Pafm Beach. FL 33407ED-OOs DRAWING No ' cApE ', 1 WALTER/l _#44 P.E 4 15-085 Y+ naivA U_8 44167 3 SHEET 0 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (D HV & A HY+ BLADES AS APPLICABLE MAX. SHUTTER S L O L— FOR INSTAL TIONS INTO WOO W T BLADE ON Y SHAL ._../ WALL FlNISHL ED TO 105.0 DESIGN S UTING, SEE SHE 19 FOR MAX SPAN & Y �a•4 rAPcaN oRA,SQ_QESlQN PRESSLIRE RATING FOR E 1 JA & ADVANCED WORKINGIN UNISON APcaN WITF1. .� THREADFORM TECHNOLOGY 114'6 TAPCON,OR +" W/ 1 1/2•Min.PENETRATION TAPCON WITH ADVANCED THREADFORM TECHNOLOGY —i--- OF SfiRTRDEB AREA TO Y. W/1 1/2'Will. P€NETRATIDN 1f THREAM AREATOEXISTING s" EXLSTWG WODD-HEADER. -.. WOOD HEA.D�£,2,�(SLE SCHEDULE ON SFiEEC.TS) 1 To SUMTM aim m SHEET 15) `', '' 1SCR• SHEEr IWS r/14; %1/4"-20 NUTS i T 9MEm OR O 12•O.C. ON SHEEr 19 FOR s \ I-Min.. NO 1 61ADES I� --.di @ N 1 FMIsti z I�PTIOHAL ILJ 1� rte;, ALL I E xisnN0 MIN. �'+ Fall 2•X4'WOOD HEADER REQUIRED } OR®� 1 2 x�NWaI'lll}Ali - 1 j"0 TAPOON OR TAPCON WOH ADVANCED E(wNG 1 ,savamm ( ( HEADER REQUIRED THREADFORM TECHNOLOGY W/1 1/2' CLASS---f TO fiAli(SEE 1 ( MLn• PENETRATION OF THREADED AREA TO Imo_-Mr."MET St#ET MUX_SEPARATION To wASs EXISTING WOOD HEADER, 11 FOR dME 0FOR EJpSTRIG (SEE SCHEDULE ON SHEET T 1 tSEE SCHEDIA.E Ofl SHEET 10) ON eDe GLAS" 2•x4'cam.sILL PLATE REO'O, ON HV WALL HEADER INSTALLATION OO HV WALL SILL INSTALLATION MO HV WALL HEADER INSTALLATION 1 I E70STING - 1 MIN.SEPARATION TO GLASS SFIRARATIO+TO GLASSGLASS---1 T 1`(SEE SCHMULE ON SHEET i t) t t ExISTItG �(st� SHEET 11} i 1AN, nON TO wars t lsm, 2 X4 m WDon P (SEE SCHMU 1 1 v LATE ! 1 1/46-20x3/4"S.S. •r REo'D- i1 - e i MACHINE SCREWS 1/4•0-20x3/4' USING 1/4-20 NUTS F a :;.a•�'.+L.w MACHINE SCRETNS W/ WALL \ .;1/4-20 NUTS O 12• ( 8 12.O.C. FlNallO.C. I J r I >< 2w Colic 1 (. y 1 0 --E WOOD'.PLATE RD- - r. iv 1'ftm. lv C Min. ( 1/4"a TAPCON OR TAPCON WITH ADVANCED • THREADF'ORM TECHNOLOGY W/1 1/2• 2':4•CONT. MiR PENETRATION OF THREADED AREA TO < 1/4•0 TAPCON OR TAPCON WITH ADVANCED SILL PLATE Y� 1/4.0 7APCON OR 1#OIE: (�SG WOOD ON SHEEP 15) V LE..PENETRATION TECHNOLOGY ED T/2' TAPCON WITH ADVANCED 1-SEE SHEET 4 FOR TYPICAL REOT7. WALL : Min.PENEOUtE O QF TiIRFADET)AREA INTO PLYWOOD 1 O THRFADFORM TECHNOLOGY SHUTTER ASSEMBLY. ' (SEE SCfiEOIIE ON SlIFET 15) EXISTING 6/IN.2'x4 /2 MIN.CO W/ 1/2 Mm. PENETRATION OF 2-MOONTINC SECTIONS CAN BE .`4, STUDS O 16.0 C MAX. PLYWOOD REO D.. --. THREADED AREA ENTO PLYWOOD COMBINED IN ANY"WAY.TO I1r MIN.COX P&WOOD.REO'0. ,.KVD._PLYW000 TO BE:...=-_----- WaLL.FTi1 - -__.. - (SEE=SCFiEDULEAPI-SHEEr',s}— sOR+tx±_MS ALIATwN__-= , . ®HV-=WALL SIAL-INSTALLATION NG-MIN.2 x4'-STU05 0-10'-O.C.MAV.M'D. - -- ATTACItE6-TO-STUDS IJ - . PLYWOOD TO BE ATTALIIEO rO MOS IJ ACCORDANCE ACCORDANCE WITH —""•• WITH SECTION 2308 OE'THE F.B.C. SECTION 2308.or THE ®Hy WALL SILL INSi'ALLATION •SFEAnONs of or WALL SIL! INSTALLATION FB'C. DtAOE oI SHEET 1$E FLORIDA BUILDING CODE Non High Velocity Hurricane Zone ,,AYS1N1011UU1/NpNA ®2015 EIISEEiBJ METAL SUPPLY,INC. BR THAriiVTM '�• ` - IL E C O �M�. A■S.S.A■ Accordion Shutter Sys#em KV.HAM#1 W/CR W/O KV. WNMW RME TILt17 TESTING 8c ENGINEERING COMPANY AnterlCGn Shutter Systeme OLSMI'11011 DATE OPAYN BY: M.L *f 1053 N.W.Sam.sL,-Sta 363.VMM CMDM ROOM 33415A Associctlon. Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/15 Ihw ;:(=)871-1530.Fax.(M)WI-IS31 4268 .Westroods Drive 2 DRAWING No 9O, Avg e-mal.Ule..ow- West Palm Beach, FL 33407 3 '.��,! .F�ORtOA;���.` WALTER A 17119�l�P.E. 4 �J—USS P � -., &.. DAT[ FLORIDA tx.}41167 s SHEET s 18 OF 20 JMI INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR 1 HV & CA HVr BLADES (AS APPLICABLE MAX, SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE .ONLY W&L FINISH H -LIMITED TO 105.0 paf A.S.12, PRESSURE -SHEETQ MAX DESIGN0R INSTALLATION WITH BLADE G IN Utflao--ti - -- '0 TAPCON OR 4`W.Mina E(ISTIHO EO-------e MIN. -EDGE(IF APPt3CA9t.E) A20 WTN ADVANCED THREADFORM TECHNOLOGY wooD REQUIRED. - W/T 1/2'LITH.PFTREDRgnOM STRUCfVRAI ADEOVACY -- -. OF THREADED AIR£A TO 1/4"i+-2023/4`S.S. OF pG +NpOp gF,gµ EXISTING HOOD HEADER. T' PHILLIPS TRUSS HEAD TO DE CERTMEO Br' - - E%t57N1G WOOD {SEE SCHEDULE 14ME F.T 15 MACHINE SCREWS REGISTERED ENdNEER OR -- W/1/4'-20 NUTS ARCHITECT PRIOR TO O_ I -" TRUSSES W/ 19 0 12'O.C. SHUTTER INSTALLATION. 1/2' 4/2' RAFTER 0 24' OZ.REQUIRED - 1 TAPCON.OR .. .- - - -. ... ........ .. TAACON WTH ADVANCED EJf15774RC SOFFTf 257' THRFADFORM TECHNOLOGY 3/4•'Woz:T1iX,. Maz- OF TH 4R>"./AI7E0 AREA TO ARS Q44x3/4' _�_,_•�_iT k4 zt/8'CORE:ALUM.TUBE �Na 1 I -OPtroNat E)=HG WOOD HEADER (8063 76 LAC SCREWS RE .. I (SEE SCHEDULE ON SJ4EEf TS) 1 O!®O! �6'QC. I 1 Or Q Or Q �H RAFTERGOR RE SS. ' �.. LOCATE LAG SCREWS A7 I LOCATE TtL Of EREW1G WOOD EXISTING MIN Y24' 1 F I LffIAGER,(2 Min.NOMINAL E)BSDRG_ HEADER REO'D OPEN HOLE AT EACH W@n1)W/2'Wm. GLASSMRL.SEPARATION TO GLASS I t (SEE SCHEDULE ON SNEET 11) EXISTIN'4G ( STUD T0,ACCEPT PENE1RA714N OF THREADED CLASS--•--I, 5/464 LAG SCREW � AArA.VALID FOR AT GETTER OF TUI . INSTALLATIONS WITH 72pO wwwmMAX.A',0. DESIGN LOAD AND ®_HV WALL HEADER INSTALLATION I ANG! maaa SUINIAMN �ALLAATION�IS ONLYVALD `-1 riFW aMEQ}MA I ssnwtEav SIrr:T FOR WOOD W/MIN.SPECIFIC s[ET,9 rrn _(j)OR '�4 CN SHEET to GRAVITY of 0.50 AS DOUGLAS _ R XIESO)�me I sxHs@tr� • FIR OR SOUTHERN PINE No.2 I-SEE SHEET 4 FOR TWTAL SN�URER�A,A,UMMY � 1 OR® EQUAL, 2-YOLIUMC: .CAN DE LOUR"" I �T)I4V CEILING INSTALLATION (q)HV ST LLAT ON M/NY WAY TO SUIT ANY a6TAUAMIC I ro a1 OR Q• Mat. I t NDN.SEPARATION TO GLASS __1=R1=00 R1 Tw'. SEPARATION I 1--('SEE SCHEDULE ON SttEEf 11 EXT '; I OH in iaR 70 fJISTBRG Gi1�55\\'� aArhs@ a(I,3� (SEE SCHEDULE CLASS--� Q ION SITEET I1) E I I 1 AILTER ANCH OR ( 18 I t I WALL I LOCAMON 3/ ua± EWSTING I E FINISH u x f 6 « 7 ) #— d1ox3/4'4rQc �— i 4 1 2.26-MIN.WOOD :;+ Q 7 WAS#iER HEAD TEK i DECK REQUIRED I(�1� OR - 2'XG'WIN.WOOD SCREWS'®42:nx {NO FINISH„4. DECK REQUIRED(N0. _ Al1OwED) FINISH ALLOWED) `-'�- 19 (EDGE OPPPt CA62• 4• DECK K IF IF EAPPLICABLE APPLICABLE 1. 1/4'0-20x.7/4'SS: .�.,,___.-...-- 1/4.0 TAPCOH OR Win. 11LUPS TRUSS HEAD --2_.MHN _... 2 ie4'CONT, .: +APCON WITH AU WED MINE SCREWS '"' ----""`�'"`�� """ 1/4"10 iAPCON OR TA>xCON� _ SICE P[A7E niREADEOR A TECHNOLOGY w/I/4'-20`Nuts _1/'7 a TAPCON,OR 7APCON_WtTtt ADVioNCED-1HREADFORMI-J .. 1NRfADFORM.TECHNOLOGY W/-1 1/2 Wm.. 2'AdIN.- - =:1=1 TMin.PENETRATION -.=_...9 12 O:C_ -2_.-MIN. PElIETRfiT14N,.OF 7}3REAl)£D OF'THREADED-AREA-TO TECHNOC:OGY=W/=1-1/2-L�lm.-PEilEE7FPARON=0F=7HREADE7} _- - - - - _ - AREA"TO-T79SDNG-t5�60O-FIEAOER-{SEE - __._ _-_ EXISTING-WOW HEADER.. AREA TO EXGSTING WOOD HEADER.(SEE SCHEDULE ON SHEET 15) SCHEDULE ON SHEET 15) - (SEE SCHEWLC ON SHEET 1s) a SEE uM A*o#*of LisE FOR �}X HV WALK—OYER INSTALLATION -),HV 'WALL_SILL INSTALI.ATIdd aADADE�� r 19 W, � FLOOR INSTALLATION FLORIDA BUILDING.CODE Non High Velocity Hurricane Zone 11715"Wk A.r,, "4�7j ®2o35 EASTERN METAL SUPPLY,CNC. A.S.S.A■ Accordion Shutter System 1!. E C:4 apo. KV.Q.4M#1 W,/OR W/b KV WINDOW BLADE * *` Ameticdn ShufMr Systems / TRLIT TESTING & ENGINEERING COMPANY �"'�°R CAN D"utmR W. °°'L 'C" TF' Attaaciattan. Inc. I OW -192 4 f3/15 CAM 4/13/15 9 ' LLQ"-..-` Q'a'R,+4.uen. )71-15 Vis'1-1531 t 4268 Westrgads Drive 2 �`4:^ a>t wee:(365)871-153D.Fc2:(3o5)Bn-1931 DRAWING No ma —1 tg con+ Wast Palm beech. fl 33407 3 4 C pG WALTER A 1RUT Jr.RE 4 1 5-085 P.E. SfAI f a� 4��URE/.DATE njn w Le.A.44,®r s' SHEET END INSTALLATIONS HV BLADE OR f WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS 214'uM vow 57WS"R1L71. Y»'Yltl M000 `a+uosMm ,± ,/r.T6�p1n "snmc aOr°. a xr wl (As D t i I`� �Q / (AS A k7a576Va G.145166PI • �. M 0 .y m+6tl situs e]OS7 17Taat10 CIATi �n¢smo CL= i ` Mass 39YMM IRI SBIDvtlaiW —� R - 41 .ro aA14 �eS .'L•73"- '"s`� 1/r I[21.M.ACa eu x.^.,�. '=N.F•AyX. Wlf 5}fD11[ 70 Q155 ST1a B4Q� //1013• �.' 111°°1S/RmMD were` WE=047sEs {il1NPQ. 7 t1 IfM�E QfRO 6f curt C"sEaT ro 1�R �0uuu1 unsEn `ms" "��iEo°o ago & WD, (4)-�o �� w NM w rm a,wsmrt .,i•RM, ruse(La°A1c +/r I � f �m(� ae r uoel!g W'/la.1n SM$. /V1JlMw �'IYC[ "y016 'ai6 OCG --_ d5 d I ORW 0RSxL ORAE x F SEE Qua.x Fare I ORO swe 7a 7akmr i MTo Twom TO TOADS U �- d�•Q3-�i•C�-O•C?1- Q•O-Qr©•Q•®- Q�•i�-®•C�-®.tai• ®•C�-©•�--0®- END CONNECTION DETAIL® END CONNECTION DETAIL 9Q END NNECTION DETAIL END CONNECTION DETAIL r><a,ove .a:06�°rar rm�A.:claAieR 114N 12•-0' 21{•JAL 11000 1/1.TAfVN NIONRS 1/4-0 TN'COM ANMOM sews>ff w/11/r wa / /ral/z•s.as. a ,,/x'ItN. 916 bc. F1o;lala cwss vtra°Aral 0 1t aG o/o,y qq m a.�(:g ♦SEE 04 ATIONS OF USE FOR lea J VY urtc r� d d BLADE Iq ON SKM 19 t, �w--��1 �y �•'� b oM®oz�°R d 5 v -- 0 :� 'MOR.MJ 4 4 ,rya,.; -� '...,4�...• w " y 6 aM 1�OR VIEW Y -L�i Q�-0 9- colas vsoa m6sx �Q$-® 0.9- END CONNECTION DETAIL (0 END CONNECTION DETAIL 12 FLORIDA BUILDING CODE Non Nigh Velocity Hurricane Zone Q rTl ��., 0 2015 EASIERFI IdETAL SUPPLY.INC .....0 •.. v4,�� BE HA HVrM NV E C a mc. A■�■S■A■ Accordion Shutter System HV.BLADE jai WJ OR W/0 K4.WINDOW BLADE TiLL1T TESTING ac ENGINEERING COMPANY American Shutter Systems p�,� DAR CRA*74 . M.L. Assoclaflon, Inc. I OLD 11-192 4/IJ l5 WF-- a/13/15 z „ATF nr em H.W.",SL.,Ta 30,vRMCA OWARDM MR DA 331 (3 4268 Westroods drive z ate•, F� 1'�$S PMae: 05)871-1630.I"1(305)671-1531 DRAWING No aRipp "me:ulacdwloem West POtm Beoch. FL 33407 J -ow�•h,�trS".1......�j\ ��`` WAL1EA&TILL9971Jr.PX_ .. 15-085 ROMA Dm t 44167 6 SHEET P. RE/DATE s 18 Of 20 1 J V GENERAL_LIMITATIONS AND CONQMQNS OF USE FOR BERTHA 6)w RtArIF A AfxQRREQN R Sllltj SYSTE7 d 1yQRKIITG IN UNISON wMi HV wiN1%NV 9tJU]E O 1.MAX.ASTI.OESTGN PRESSURE PATH+110.– 110 Pal. 2.MAX.SHUTTER SPAN:or 3.ALLOWED YOUNRNG2.A D,-C&H ON SHFEIS IT.7,AS WELL AS MOLNUNGS M.0.T.U&W ON SHEETS tO& 17. }y,ONLY CENIEfART WfOR 2�}ARE ALLOtfED WITH 21 O�Oa ev 4 S (2.{rNT IN.AIMING R OPPD CR ACC IN CME OF OFPo3NC – CE IIUSf�IICUIOFD ONLY AT DETQHNOR ACCESS SAE OF 7YP.FA.END _. __ _ ♦ (.. ON{A)NY WINDOW BU1�Q SHALL ONLY ALLOW A M S OF 5 OPQENtS (3"/HOLES)FOR PER BLADE AT SPACINGS SHOWN ON 9fEEr 4.- MARL 5 WINDOWS (8)M.N.Q"RAMCE TOP OR WHOM EDGE OF W WINDOW BADE ALLOWED AT W °vf ♦ ♦ ♦ s ♦ • OF ANY 3'O:HOLE.FOR@4SHALL BE 12. WINDOW.BLADE ♦ + (C)FIRST ORIJW MADE COMING OUT FROM STARTERS AT ENDS.MAY BE"YY -♦ ♦ a ♦ y ♦ WtNDGW GLADE 1 ♦' (D)W WINDOW BIADC(0 MUST BE USED ALTERNATE TO A SOLA HN MADEQ THROUGHOUT SHUTIM'S WIDTFL '� • ♦ • • • • ' 0(El 1 AT L� S. ALWAYS �WSTALLED AUTACFM m A SOLID W " x L /� SEE END (E')PC.YCARDOHgtE!N W!lLROW�.y SHALL 8E DATAILID SO 7t�j7 TABS FACE BE DEI CONNECTION SHEEfS ♦ ♦ 4 a • a ONLY INSTALLED AND LOC U USINGTHE XTEIOOR OF THE OPMNG A�.N G T0�PROVmET) ASk 10& 18 TYP. 55 # DJC. NULL HQGHT, Dg ¢ G.SEE ANCHOR SPACING SCHEDULE FOR ILSTALLARONS INTO WOOD FRAME z 13 P 1P 25g MMD04CS ON SHEET 15,AS LIMITED BY SPAN AND DESIGN LOUD(SEE NOTES 3 I &2 ABOVE). r N 7.SEE ANCHOR SPACING SCHEDULE FOR DISTALIAItONS INTO POURED CONCRETE OR CONCRETE M=WALL ON SHEETS 12& 13 AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES 1 &2 ABOVE). &WNUUM SEPARATION 70MASS SCHEDULE,PER ASTM E-1998: PLAN F� �ILEutNTS) PSEMPD WIND ZONE MBAMUY SEPARATION TO GLASS UNLIMITED WH 1 THRU 3 1' ELEVATION f°N gPARkDO+TO GLASS EJOSITNG GLASSS^m"E ON SHEET 11 MR ELA19(D 4 Gas" AND ON THIS SLEET FOR T L0=Q&p vp. �� 2 81tA ERMATES C21t�Wf {�FJ(MOR ONLO ITF.TY \ 4 AND t� fiM{SEE NOTE 4 ABOVE)" OR �yCQrtER1AATES 110�:/{(( NOTE 4 ABOVE `pL—A t-1 \ 1 1 ,TYPICAL (1� HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE h1A SHUTTER*N.T.S. FLORIDA BUILDIM1IG CODE Non High Velocity Hurricane Zone 11LL11LHI1fINp//A 0 2015 EASTERN MdTAL SUPPLY,INC. A,rr�V ,' BERTHA H TM E A S S A Accordion Shutter System 1 L ECO 1 M C. ■ ■ KV.BLADE#1 W/OR W/O FRY.WNDV RADE * ALnerlcan Sfiuffer shams �// �J` =*_ T0.UT TESTING k ENGINEERING COMPANY DCSCRIPTM DALE DRAWB BY 3/ – 0.155 N.N,]4vi.3C.St.J05•YIRCSYA GAI✓M rUXWA 371 Association, Inc. 1 OLD 11-192 4/73/15 DATE 4/13/15 STATE DF 4268 Westfoads Drive 2 -01 • � PhwDa:(SDS)fi71-1s70:Foa:(303)871-1531 0�•, F� A <4 o-m otcwn West Palm Beach, FL 33407 3 DRAWING No ., oRiv `��,� 15-085 P.E;Qb� aTl�ff DATE WALTER TILUT on aslDaE a a SHEEP OF 20 2-000'Mo.. 40 v ¢ :- INSTALLATIONS Wf M HV BLADE & HV CENTERMATESI ax Aro:0-6o GALY.STEEL. >»�x . METAL STUDS AY 16•a.C. a 436 INTO METAL STUD WALLS 10 L 0 6-O.C. 40 ^Li w ----- — 1/2• 4�s- 3 ,� ® 1/4"o NOMINAL 0 OF USEALUMINUM SLEEVE ACCORDION6083-T5 ALLOY TM A 6 1/4}o.RACK C ac Mn 43c 430 :� 12 � SYSTEM XSEAt I ATION TO METAL -MD WALLS CONI'CdOY " + ®e-04. a 6 oarS AI?ATION 7O GLASS 'SCHEDULE ASM A-653 TM 40 Ain.C-60' r 1 i, 3.OD0• w(� TO sn= f FAMEDVANMM Toc irs DnSTINC FINISH g " I. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psi N°x NTEPDR h E70ERI9 FAC2 AS APPLICABLE a. 2. MAX. SHUTTER SPAN: 84" WIND ZONE MINIMUM 1- NTN.SEPARATIONEIDSRNG;6LA55 . ASTM E-1996 SEPARATION + '-F TO-GLASS- ALLOWED MOUNTING-.(90N THIS SHEET, TO GLASS (SEE SCHEDULE) x zr —20 3" BOLT 4. ONLY ENTER 27 W/ 24 HV LOCK ARE ALLOWED 1 THRU 3 t" MUST PENETRATE 3c i" WITH 27 ARRANGED A METRICAL LAYOUT. USE 0 (2) LONG, MINIMUM) MUST ALWAYS BE 4 4" j�373' 13/4 i a 1/4 X OA35'T1RCK Lin. OLISIINC FIN6H T r INCLUDED AT TOR OR INTERIOR ACCESS SIDE OF coNr DAty,slEa T1Mac RMwEf, AS APPLICABLE I, I -L I CENTERMATE o I .250' 050' Q ASTM M653 GRADE 40 Mk,.C-GO I _1 aAWAMZEp FASTENED TO STUDS w/(z)16x1/2'Ta(SCREWS ON ' 43c 430 T— tN1ER10R Q IDGERIM FACE iO C O,C. O 6'O.C; cv 1/4.0-20 THREADS W� S l $ BLADE SLACK DETAIL F1VF IS ALSO VAUD FOR ® 1/4"Ta ELCO CONSTRUCTION 1 '- 1/2• T2 CENTERMATE 27 APPUCATIDN wrrH BLADE Q PRODUCTS FAB---MK-HD 4' COMPONENTS -x, ,/2•x o.03s-Twat ! :>:vaia�;'" ® s• O.C. Lan.ASTM GALV. GRADE 40 ;2..;Mbii,•.r A6n.e-6o GAT.v.IS- -� '• ' ' "'_1 MS WALL HEADER/SILL INSTALLATION NO tTwsel ns APPLICABLE SCALE:3/8•- V METAL STUDS AT l6"O.C. n, 2_ (TYP.TOP&WMM) (-——.'-—--—. ^-' — — -————--—.——-- - —-- 1 3/4'x 6 1/4'.0.035-THICK Ain. ZE108MNG GLASS•_——_ ——. — _ NT GALV.SWEI.TRACK CHANNEL _ i ASM A-653 GRADE 40 Mm.C-60 GALVANIZED FASTENED 70 STUOS 1 SYMMETRYCAL i I SYMMETRYCAL =1 1 °'"'=,,_;1 I / 210/b 43 43c 1 1. 1: - NTN. SFPARA7K)N VARIES 1 l w sz-TK scRE<vs ON 01TEIMR&LmLFMR FACE CENTERMATES W/ I I a I I 'CENTERMATES W/ Nox ;I INTERIOR ACCESS SIDE ,i (... -- -- - ., EXTERIOR ACCESS SIDE' _ s•(TYP•) IN 3 (s"Min.) IN 4 I I O21 ` --- + 21 21 ' .--t 2 D A7 .. i i ------ �. — _ ..- �.. �. _ -. F(Y HEADER/51l ENDS . 412 3 t/4'(Typ) 3 (6-Min.} 24 SIDE CONNECTION TO TRACK (Cont.) 6 1/2•(Typ.) I Y 7•-- 6 1/2-MOL.SLACK lYA ,yyp BLADE SLACK DETAIL HVF ILV FLORIDA BUILDING CODE Non Nigh Velocity Hurricane Zone 0 2015 EAWIPRN MEFAL SUPPLY,INC. A■ ■�■ A ■ BE T A ter TMS C/►/� /Ii !i Accordion.Shutter System. ' ECO/ INC. KV.&ADE#1 W/OR W/O KV.WINDOW BLADE *: lltllT TAmerican Shutter Systems v. DESCRIP110N DATr DRAWN Of. WL * ESTING d: ENGINEERING COMPANY Association, Inc. / OLD 11-192 I13/Ls DATE. 4/13/15 • 6,'.55 N.W.30M.SL.Std.30;VWWA OW0045,n.ORDA 331 ` (305)671-1330.Fm :(30.)EI71-1531 4268 Westroods Drive 2 DRAWING No D'•. / ORP ,• k, a-.0a:tMoccowLeom West Palm Beach, FL 33407 3 1 5-085 I J 57 ........•:`G\`�`.� WNL TS A~Lk%1 4f Kr- 4 P.E. A9fAJr 41\tV /DAT E 6 SH A Of 20 Florida Building Code Online Page 1 of 2 m. .......... s x,a'x F' 1M. ? u'!4x '�r• ?` ,"e- -,� 1 r t - y " t i z b " E'a��-'_''c�M'atJat.'i.. ;oe{�;,- �ll"I°r It;J SCIS Home � Log In user Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site itap Links Search , B u s i n e sgi ��7aProfessinal U ER:PunnicUser vat Pegu11at ion Prnanrt AooyjV,tl 1-1—ti>Product or nnnhraugn$^arch>An131irati0n I kt>Application Detail 11968- °� ' f -? Application Type Revision Code Version cm> Application Status Approved Comments Archived Product Manufacturer Eastern Metal Supply Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (800)432-2204 frodriguez@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category u tens SubcategoryStorm Panel Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer J Evaluation Report-Hardcopy Received Florida Engineer or Architect Name Who developed the Walter A.Tillit,Jr. r Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management dnstitute Quality Assurance Contract Expiration Date 12/31/2015 Validated By Frank L.Bennardo,P.E. Validation Checklist-Hardcopy Received Certificate of Independence 171-1196F R C01 2Sr` ?Iz<LJL Referenced Standard and Year(of Standard) Stand�g Year ASTM E330 2002 SSTD 12-99 1999 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D http:/hN,ww.floridabuiIding.org/pr/pr_app_dtl.aspx?paranl=NvGEVXQWtDgsx' YIeb4opODf... 7/16/2015 Florida Building Code Online Page 2 of 2 Date Submitted 04/23/2015 Date Validated 04/28/2015 Date Pending FBC Approval 05/06/2015 Date Approved 06/22/2015 Summary of Products --��_----'---' FL# Model,Number or Name Description 11968.1 0.040'Bertha Aluminum Storm Panel Corrugated aluminum storm panels retained or not by tracks to provide (2.25'Deep)-Non-HVHZ-Drawing hurricane protection. Number 15.042 Limits of Use Irnstallation Instructlons Approved for use In HVHZ:No 'Lri4?.R R3 li FASTFP` hlf l.-^.i SUPH Y Ira.' Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Thirtl Party:Yes Design Pressure:N/A Evaluation Reports f Other:Large Missile.Max.span Is 12'-0"for+2S,-25 p.s.f.and 4'-0" Ft.i iytit3 R? AL Mf i Al �t1PPE Y it9S :� for+125,-130 p.s.f.for sections 1,3,4,6,7,8,BA,9 and 11.See 0a2 r:df sheet 10 of Installation drawing number 08-145 for other spans and Created by Independent Third Party:Yes .pressures. 11968.2 0.050"Bertha Aluminum Storm Panel Corrugated aluminum storm panels retained or not by tracks to provide (2.2S'Deep)-Non-HVHZ-Drawing hurricane protection. Number 15.044 Limits of Use Installation Instructlons Approved for use In HVHZ:No FI.I I9G9 R; E[F.n,y1F.FN­M11:,1 SUPPty Approved for use outside HVHZ:Yes Verified By:American Test Lab or South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large Missile.Max.span is 12'-11"for+30,-30 p.s.f.and 8'-2' L', 2tj_? AF E S F N 14(,TM_.I.t IPP Y v[ R_ C'L t-=--, ,�_s�int for+75,-80 p.s.r,for mountings without"h"header.See sheet 5 of Created by Independent Thlri Party:Yes Installation drawin for other spans and pressures. '11968.3 24 Gage Galvanized Bertha Steel Storm corrugated galvanized steel storm panels retained or not by tracks to Panel(2.25"Deep)-Non-HVHZ-Drawing provide hurricane protection. Number I5-043 Limits of Use Installation Instructions Approved for use In HVHZ:No Ft.J,�&$ F.3 11 FA>T9P: h]( Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes j Design Pressure:N/A Evaluation Reports i Other:Large Missile.Max.span Is 9'-B'for+30,-40 p.s.f,and 7'-2'for FLi:96Y ns AF FASIF.RN Mie:TAL SOPPIY INCP f R DRtyt,15 '+70,-80 p.s.r.for panels mounted without'H"header.See sheet 4 of 43. r j dinstallation drawing number 08-142 for other spans and pressures. Created by Independent Th(ri Party:Yes 11966.4 Clear Bertha Storm Panels(2 1/4')- corrugated polycarbonate storm panels retained or not by tracks to Orawin Number 15-046 provide hurricane roteclion. Limits of Use Installation Instructions Approved for use In HVHZ:No FIA 1966 R3 11 FASTEfv ME!rnL:il1PP,y IriC Approved for use outside HVHZ:Yes Verified By:American Test Lab or South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes j Design Pressure:N/A Evaluation Reports I Other:Large Missile.Max/span is 10'-0-for+28,-28 p.s.f.A.S.D.and Fr 1 9t P - Ftc rl r111 Irnt=;tllsPt c I- 4'-0'for+105 -110 p.s.f.A 5 D desgin load.See sheet 3 of Installation i__A.!?S drawings for other spans and pressures Created by Independent Third Party:Yes Ij ContactUs::1940 North Monme Street Tali+hisser FI 32399 Phone:050.407-1074 The Slate of Florida Is an AA/EEO employer.Copyright 2007.7013 State of Florida.::Privacy Statement::Ar,'JJcessibrllty Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response tb apublic-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 cont5ct 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 Departrihent with an email address It they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record rf 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: : F'7' . " _:_ ."ecurilvNII It; it lett ://��nw.floridabuildizi .or / r/ r._a dtl.as x? aram=wGEVX wtD s�)Yleb4opClDf.. 7/16/2015 P g g P P pP_ P P Q q GENERA _N07F5: Nolm. I.STORM PANEL SHOWN ON THIS,PRODUCT EYALLANON DOCUMENr(PLCO)HAS BEEN VCRVED r(YR COMPLANOY W ACCORDANCE IT 1)MINIMUM£118£OMENT OF IAPCON, Qp AANELMATE AND CF IAP-GRIP ANCHORS INTO CONCR£!F BLOCK K7fHUR THE 2014(SN EDRMMUI-D)Or THE RORIfI1 LW11D1NG CODE: THIS STORM PANEL SHLllI BE lNS7ALLc"D AT HIGH VELOCITY )UNIT SHALL BE 1 1141- 1 J/B'FOR ZAUAC hWUN ANCHORS AND 1 1/B-FOR REO HENT DrvmLr SIX&E ANCHORS HURRICANE ZONES(MLAMr-DAD£/BROWARD COLlNDES). D£SWN WND LOADS SWU BE DETUXIAXV AS PER SECTON N 1609 OF THE ABOVE MEMMED COD£. B.2)7/B"CALX-11V ANCHORS SHALL BE£MIRELY EMBEDDED NTO THE CCWCRE7E BLOCK UNIT,NO EMBEDMENT INTO 57UCCO FOR A WIND SPEED AS REOUIRED BY 77C JURWCRON WHERE THESE 9140MRS WILL BE INISTAULD AND SHALL BE PERMITTED. 114-01-20 SCREWS USED SHALL BE 1 1/2'LONG A4NIMUM SHOND S7VCCO MST.AND )' FOR A DIRECTO.W TTY FACTOR Kd=D.BS.USING ASCE 7-10 FOR INSIXUA7KWS WIDER 2014 CYC AND SHALL MINIMUM FOR WALLS WUH IN STLA=. NOT EXCEED IRE UWULM(ASO.)DESIGN PRESSURE RATINGS Mr-ATED ON SHEE7S 5 1HRU 9. LN ORDER 70 VEP"PC ABOVE CCNDIVON, UL17M4T£DESIGN WIND LOADS DETERMINED PER ASC£7-10 ICJ)MINriWM EMBQWEM OF 11410 x J/4'AIL POAWS SOLID-SET ANCHORS Sh-vt BE 7/8'IN70 THE CONCREIE BLOCK.ND SHILL BE F7.RST REDUCED TO A.S.D.DESIGN WIND LOADS BY MUL17PLI7NG THEM BY 0.6 LV ORDER 70 E7MBEDMENT LVTO STUCCO SIOU BE PERMITTED, 1/4'0-20 S.S.MACHINE SG2xW USED SILALL BE 1 1/2'LONG TO COMPARE THESE W/MAX (ASO)DESIGN PRESSURE RATINGS INOG7ED ON SHEETS 5 774RU 9. MINIMUM SHOULD STUCCO E74ST,AND I'MIWMUM FOR WALLS WITH NO STUCCO. IN OR06?10 V&WY TMT COMPONENTS AND ANCHORS ON THIS PED.AS TESTED WERE 1.97 O/ER STR£SSW.A JJR INCREASE B.4)IN CAS!'THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON MIE EXISRNG 01ALL.ANCHORS SHALL BC IN ALLORABLE STRESS FOR WIND LOADS WAS LIQL USED NI THEIR ANALYSIS A DURI710N FACTOR CO-1.60 WAS LS£D FOR LONG ETICUGH TO REACT!INE MAIN S7RUCTLIR£BE)OND SUCH PANELS.ANCIM40-1 SHALL BE AS WD'CAIED ON NOTES IN VERU 171DN O_T fASJE'N%ff75�N','_WODD. _ 8,1)AND 8?)AS%-. SICILY PANEL'S AD£GLACY FOR IMPACT AND FATIGUE RESIST4IC£HAS t1EEN V£RIRED W ACCORDANCE NT77/SEC7KN 1609.1.2 CF (C)ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMEMV777ONS AND SP£CfFI AUONS OF THE ANCHOR'S _ THE A80W AIEN17CN'ED CODE AS PER AIL REPORTS/0121.01-9BR,/0329.01-D0./0525.01-00 AND 10572.07-03 AND ALWUFACNR£R. /0617.02-04,AS PER S57D 12-99 SIALARO.AND/0221.01-01 PER TAS 201, 202 h 203. 7.PANELS AAY ALSO BE INSTALLED HOR7.OMALLY FVUOW7NG INSTALLATION DETAILS SHOWN ON SECTIONS I THRU 8(SHEET J&4 OF 2.ALL ALUMINUM SHEET Mt7AL PANELS SHALL IAVE 5052-1452 OR JAN-834 ALLOY. 9)EXCEPT RAT HEADERS J 4&5 SHALL I,Or BE USER J.ALL ALUMINUM EXIRUSCUS SjkUL BE ALUMINUM ASSO�AlIONI GI 6063-T6 ALLOY h TEMPER UNLESS OTHERWISE NOTED. 8.1T SHALL BE TNf RESPONS181UTY OF THE CONTRACTOR TO VERIFY THE SOUNDATS5 OF T8£STRUCTURE WHERE S ULMER IS TO BE S76W PANEL COMPONENTS 1 STUDDED PLATE AND 15 S:WP P ARE PATENT PENDING ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHiL ONLY BE ATTACHED 70 CONCR£R;IROCK OR WOW M4MT. BU&AGS. 4.ALL SCREWS 10 BE STAINLESS STEEL J04 OR J16 AM SMES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DW 9. THE lN57ALLATYJN COH/TRAC7L7R IS U SEAL/CAULK ALL SHUTTER COMPONENT EDGES N7•RCN REAWN/R CONINUOUS CONTACT WTDI PIE 50018 W/50 kV lT£LD S7RENCTII AND SIO A., 7E7151L£STn^ENGEN 1r SIfAI.L COMPLY W/fLOR1D4 BU.'1D/NG CODE SECTION 241I,J.Js. BUILDING 7O PREVENT 07ND/KVN ZNTRU90N. CAULK AND SEAL SHUTTER HACKS ALL ANTJJND FULL L£NCIN. 5. VOLTS 70 BE ASlM A-JOT L:ALYAWZED STEEL OR AfSI JOf SERVES STAINLESS SIF&, WTDI 35 b/MOIIMUYYT£LO SIREN GTH. WHERE 171£SII£CONDIZIl7N5 DEVAIE MV THF P.F.D. 10 (0) ;Hs P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFOPAM770M FOR A SITE SPEC=PROJECT,Le. S.ANCHORS TO WALL MALL BE AS FOLLOWS(UNLESS OTHERWISE NOTED) (6)CONTRACTOR TO BE RESPONSBLE FOR INC SELECTION, PURCHASE AND RN57ALLATIJN INCLUONG LIE SAFETY CF THIS PRODUCT. (A) TO D=NC POURED CONCRETE, BASED ON ITIS P.E.D.PROY,D'-D HE/SIC DOES NOT D£rHT£FROM)WE CONDITIONS D--TAILED ON IMS DOCUMENT. 1/4'0 7APCCN ANCHORS AS AWBFACWRED BY I.T.W. BU.'LDEX. CDNSTRUCnON SAFETY AT 57TE IS 171E CV17R4CTORS RESPONSIBILITY 1/4'0 CF TM-GRIP ANCHORS(DTRNA MO-CON).AS M4lUFACTURED BY TRU-rAST CO:P094nON. (-)NOS P.E.D. WV1 RE CONSIDERLO INVALID IF ALTERED BY ANY MOWS. 1/4-0 ZAALAC NNUN ANCHORS AS LANUFACTUR£D 6Y POWER FASTENERS,INC. - 1/4'0 x 7/8"CAU(-IN ANCHORS OR ELCO retia Q lcmcle 7'ANELAMIE-AS MmUfACTUNED (d)SfT£SPECIFIC PROJECTS SHALL LTE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCNrTCT MNCH WILL BECOME THE BY POWER rASTEN£RS,AVC.AND&CO COASTRUC11ON PRODUCTS.RESP£CTN LY. ENGINEER OF RECORD(EO.R.)FO.R THE PROTECT AID WHO WILL BE RESr^0N5/81.E FOR THE H?O'ER USE OF THE RED. 1/4'0 x 3/4-ALL POINTS SOLID-SET ANCHORS AS OJSJRLBUTED BY ALL POINTS SCREW,BOLT g SPEC14L TY COMPANY. ENGINEER 01 RECORO.AC71NC AS A aRfrATED ENCJNEER RI THE P.E.D.ENCWEER SHALL SUBMIT TO 7705 LATTER 171E SIZE SPEC4 C D94WN4S FOR REVXW. NOTES: A 1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS IS!J14.FOR ZAMAC MVI.W ANCHORS IS 1 J/B (0)THIS P.E.D.SIAL.BEAR 7HE DATE AND ORMGWV.SE.V.AND SICH4TURE OF THE PROJESSIOW EACLVE£R OF RECORD TlAr TOR FICO AAVEUAATE ANCHORS IS 1 J/4"AND FOR CF TAY'-GRIP ANCHORS IS 1 1/4" PHEPARED Jr. 11. SHUTTER AANUFACTURERS LAB&SHALL BE LOCATED ON A RE OILY WSI-ME LOCATION AT STORM PANEL W ACCORDANCE WIN A2) 7/8'CALK-IN ANCHORS SHALL BE EWZQIY EMBEDDED 11.70 7HE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SECTION 17108)OF AaWDI&#LDAVG CODE. DAVE LABEL STALL BE PLACED FOR VERY OPENIIC. SHALL BE PERAMTED. 1/I10-20 SCREWS USED STALL BE f 1/2"LONG AONIMUM SHOULD STUCCO 0=,,AND 1' LABELING TO COMPLY W17H/SECVCN 1710.8.2 OF THE fLO9?Aa4 BUILDING COOS. AMMUM FOR WALLS WITH NO STUCCO. AJ)MINIMUM EMBEDMENT Or 114-0 x J/4'AL POINTS SOLO-SE7 ANCHORS SPALL RE 7/8'NIO TIC POURED CONCRETE. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 SS LACUNE SCREW USED SHALL BE I 1/2-LONG kWAIUM SHOULD STUCCO EXIST;A81 1'MINIMUM FDR WADS WMI NO STUCCO. A4)N C45E THAT PRECAST SIOV&PRCC45T CONCRETE PANEL£OR PAYERS BE FOWND On AHE EXISTING WALL OR FLOOR. ANCHGAS SHALL BE LONG ENO"TO REACH 7H£ALN SMCnhW BEHIND SUCH PANELS,ANCHORAGE SWLL BE AS INDICATED ON NOTES AI)Ar A2)ABOVE THIS DRAWING SHALL ONLY BE USED TO (8) TO poSnhG CONCRETE BLOCK LYAL• OBTAIN PERMITS IN THE STAT£OF FLORIDA - r/4'0 LAPCON ANCJIORS AS MWOFACIVRED BY NT.W.BUILDER - - - 1/4'0 CF TAP-GRP ANCHORS(BERTHA STUD-CON),AS MANUFACIUR£D BY TRU-FAST CORPORATION L) LII`L/7yI!!fN RS AS UANVfAC7VRED BY POWER FASTNERS,INC 1/4"0 r CALK-IN AN HORS OR QCO-A,h 1-1. 'PANELUVE AS ARAILfACTUR£D BY POWER FASTENERS INC.AND EZCO CONSTRUCTION PRODUCTS.RESPECTNELY. ' :'v\G� :1�r J9 ms's - 1/4'0 x 3/4'ALL POINTS SOLO-SEr ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW. BOLT h SPECIALTY COMPANY. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 1/4'0 RED HEAD DYIIAE{!LT S[,F.EVE ANCHORS AS A4W1JFAC7URFD BY LTO.BU.7DFX. 441167 42015 MAZZ0,INC 0.050 BERTHA ALUMINUM STORM PANEL r.R.L. c (2.25'DEEP) oLem m. - w= r EASTERN METAL SUPPLY INC °'�4m. ' JL�S'',•• �'`� 71!!77 JLSIINO d tNC/Nt[RNG COMPANY R �OMri 7 UA i.'?t �,.• 1�' ccl a►.r.s s..ut>+o..rwaooet n xfra P/av0(561;V1-07531!Aa(H:r,W 1-1715 T 5-044 NlNN77l7f13{ ARIA\\AIN' WL-r8-A7067J0n-W' n.� srar.r,. e.� sa OwrnG ra KACQR A IAN 44 P.E. ee 1r-'a r n 026t Lic. 4416) SI/RT 7 LV'11 71ru'Rome-wh) 4615-(rout rw•Ap R 211• ? jow,w.. 2170• 1O -170•V="mrY) r-6.000•(rmC,,jr -I r2 1.5w,w 4.500. axnr.sw• 50- • 1- .r]s• I 41250 Tzs•f + l also• rzs' r»• alx' $ .675' 1 8 off$ a C n.: dzp u �^, .S ',`� _� .ns' 0.100• $ 3a _g ^ o: 07:05 - I- .on- _ 2175' 169I' 7.fI5' l-2,73'-i � _� � .OIs• � ,^� 1110• ML A. O FULL ALUMINL(M PANEL W/HEMMED EDGES _s0T HALE ALUMINUM PANEL W/HEMMED EDGES 2250• ,0rr a 0 !/'HEADER u7ra•(Ts7Ae.vane Rtry'(rmw,cane Q3 'h'HEADER 4� 3'Max. 'U'BUILD OUT _0eo r2a07•(arccrNE 6vrN6.07•lEr Uvw wJT ,rs6 b f.- )�"."-"_'I F'_ nrl—� eu.:-ve'-T• scar:Jn•.,• f.sM� 1 -T.a7V, _- - --- - - •d• _._ X1:57'---�---� - _ - �.Y]0� - 1 ©s.w.�.at(bol- I I -- ( ,=-a:wtitc�ai•,br.J,-.�, -, - �-• - -- -.: - - -- - - - - Tr.�{ - 9 QQ 8 .rae= _ g .rah• � h -_ i �'Ri �� f• ^� + 1 j I o o I .150' 1-7725• -"--� � w '� �� ,.vso• � o�8062' I-.090• •700- REVERSED 'F'ANGLE I FULL AI1/M/NUM PANEL W/O HEMMED EDGES (el HALF ALUMINUM PANEL W�D HEMMED FOGES v '�• TRACK scar:.Vs-_,• 1000•Ya (D STORM PANEL 07 3/8- 8. O. O 314"B. ANGLE BUILD OUT F' TRACK F' TRACK -{ BRACKET scat:Ira-r• sur,yr-r . .nr fr�caro -m•L v0 m¢vQ1 ac r�Yctaw . .aJ• - '7+ :rc ruwrx o S: _ J---. — n 1Cb0• . 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Aj. — SECTION 5 SCALE j/a- I INSTALLATION SECTION 6 INSTALLATION — SECTION 7 — SECTION 8 AA SCALE: I SCALE,J/r sc-ur.-3/8. •sou-45 u5ro7r-Ah0rAs&Lly 641 1141#-,?o-7W I'"mumso CA?00-90 IRM IIIAD BMT -SEPARAnM 70- CLASS W=AZ Cant #KYIS wD4 hvT v, MISS WAV BUYS Af?r I/Z*0'lA*T^CX WAD R2U44W($,fSDXW W1 LVVM AS FER AXALS A2 a7 r -A- //,t.LgOI.WO AVW;VR CaUBVIAWN OF SMI)ONS --/A WAtVfZG0R10E4N0 M0VVWja SMAWS cm rJr "Jililogil m ucv-x/, -F a CW&VED IN ANY WAY TO SW ANY lh4S7At4AnW, PIZ FLORIDA BUILDING COW fMan 1~'Ahair"l-lam High velocisyXurrlabna Zone) [at sawcar mI *2*15 laffoo.as 01050-BERMA ALUMINUM STOW PANEL r-k-4 (2.25 DEEP) GwarN sr FLOOR YOUKING INSTALLATION EASTERN METAL SUPPLY, INC SECTION 5A I nujr rrsma t rNwAramea�-Aw *m ft. j3Q7 I�- (SVI)AW-826J,MC :-!7J6 15-044 to-cow9 r, I- MIA POURED CON01.7E l POURED LYNCRL7E ' CONCRETE MOCK Kau v4hr-S JCONCRETE MOCK WALL OR REQUIRED REOt7rtED OR oa+ rE A co 60 r J'r,OAJ"3705/T-}4 QT l(AJ—\ POftRED 1 CONCRETE OR \\ W rE NTnI AYGfd4S cy O 72'O.G8EOC)f 6053 T6 ALLOY Cct.Ab-T6 A � CONCRETE SXOCK CONCRETE J '• \ \CONCRETE \ \ �� 1 I AAK -0. 12 O 12.O.G YNt£5 J' Ly � nn _ +I vv OR 1.000" 7'r 4'r.123' / $ /-�" 7'Na. 6 To 7'.5'r 455' K7ENNAtE LLC LGC:tIKiM ANar ,Cmt-NAMt.D -I8 ALLOr / 7 (r {- \ o.V ConL Al—AAr OR \ •••e SKEET NETK Asn. 1/4'o BOLT 4'r 4"r.077' BENT NATE O 24'a G 3705-N14 OR 6063-T6 ALLOY O W/47CKNUT Cont Akan.ANGLE ' CASE 1 (Plan) CASE B (Plan) CASE C CPlan) Baur: ,/{•0 1• SCALE. ?14-.. 1" SCALE.- 1/4'.• 1- CASE D (Plan) END CLOSURES DETAILS SC4LE. 1/4•_ (- MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH "L_" POURED`DI'mE't OR CONCRETE CON& SCHEDULE FOR A GIVEN PANEL SYSTEM REo ram POURED CONCRETE' WCON ANCli OR OR COI+CAC7E GLOCX ALL OZ77 SC SET WALL RCDtJ67ED ASO.DESAW •w. PANEL IQ�Y'nl (SEEPS OtEO1R£rM SPACCIG)_ l i`/� +(( sNaa rtP CEJ i• \_l PRESSURE R.t7V,G / ( I {.( ]) IIiMNlOW�CD�Q hAS(P-.") aM / 4D'U,YRNG W/ CNM !VDU / �u' +J0.0, -30.0 12'-11' 12'-11- 12'-If' 1•NavwuN I 'lam '� +JO.O• -35.0 12'-Ir' 12-11• r2'-11" --�1•N.raVtlLl ( TO(X.tS5 I ! —.-----.--T COYt. -I SEVARAnav 1 135.0. -40.0 (2'-0• 12•_0• 12'-0• I !O G(ASS —•�- I 718'1 J/32' +40.0. -45.0 1 r'-2' W-2, 11'-2" - f {u' ---'� --rteAVr o FA STUD 1 y POURED 145.0. -50.0 10•-7" 1n•-4• 1D•-7- ` I SEW �1 CASE E (Plan) o I i OOVCR£7E Of wat +50.0, -55.0 •_ 10•_0• / I � REOLVRtD ON17 Sf/LE 1/4'- /• FOUlifO CONCRETE +55.0. -60.0 9'-7" 8'-6' 9-7' OR CONCRETE B2OLK SECTION ® STUD I (OPEN t OFA +) WALL REWARED // TYP. TOP/BOTTOM +60.0. - _2 7APIX.W ANCHORS OR Au RWSO1m-Sr7 ( PQ"JI70lI+ +85.0, -70.0 (SEE SC14 DULC rOR SPACWQ ) It•-9' 7=2' 6•-B" tlNlltlllllllgl/J/! WALL MOUNTING INSTAF4�TTCJ1�IrT +70.0, -75.0 8'-6' 6'-8' 8'-6' SECTION 9,$s;"w�. ."•\-\�'raFLORIDA BUILDING CODE (Hon H-9h Velocity Hurricane Zone) o Qr5 rauov mr 0.050"BERTHA ALUMINUM STORM PANEL FRI.6'-J' 8'-2' SCALE:3/8'= r? t _ 40t) - (225'DEEP) WWW m• bn2M: MINIMUM PANEL LENGIN 1S J•-0" �O �` � EASTERN METAL SUPPLY, INC `D/ " I�LTECO.,C. 4X6 E51 904DS DRAC ?• •��,. nrLtr TEsrwa a Et+cn+etRrno eouvANr wttr PALM tdfPl rz MV" e"�.A'�� ♦ ccs ra xs.se a.m tar•..ea ora n 6716 Pir9A'£•(661)x0-Bs6A EA..lxrts42-m6 15-044 ' �Ci •` I>a.:rsatl„--Do.r,t>u»47.-1111 mow'; 1 .....•�` >`� ED-om67ro WMFda ouw. No •j i(-�i\�'�L' �� WALTER A nuff A.P.C. '1a Lia 44167 9117 5 K 14 r nitt nss saaa+rr AAaMEM:- 7ra laatrsn ANS44 AfAXIMUM k S D DESIGN PRESSURE RATING (As—. 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