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HomeMy WebLinkAboutProduct Approval (2) SCIS Home Log In I User Registration Hot Topics Submit Surcharge I Stats&Facts I Publications Contact Us SCIS Site Map Unks { Search a a Product Approval Flordmoi, r USER:Public User Product Annroval Menu>Product or Anolicallon Srarch>.Aonikation List>Application Detail RECEIVED FL# FL8200-R7 Application Type Revision Code Version 2017 �C T ng.9 Application Status Approved ST. Lucie County, Permitting Comments Archived Cl Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized-Signature Bill Feeley irodriguez@easternmetai.com Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Colonial Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer ❑ Evaluation Report-Hardcopy Received Florida Engineer or Architect-Name who developed Waiter A.Tillit,Jr.,P.E. the Evaluation Report Florida Ucense. PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 0 Validated By John Henry Kampmann Jr. C7 Validation Checklist-Hardcopy Received Certificate of Independence F 8200 R7 COT AMERICAN SHUTTER SYSTEMS ASSOC,-INC. DRAWING 17.216 CERTIFICATE OF INDEPENDENCE PDF Referenced Standard and Year(of Standard) Standard Year ASTM E 188605 2005 J ASTM E 1996-05 2005 ASTM E 330-02 2002 U. Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/15/2017 Date Validated 10/13/2017 Date Pending FBC Approval 10/17/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 8200.1 Bertha HV Colonial Shutter Drawing Extruded aluminum blades assembled together and retained Number 17-216 by iambs/headers to provide Hurricane Protection Limits of Use Installation Instructions Approved for use In HVHZ:No FL8200 R7 Ii AMERICAN SHUTTER SYSTEMS ASSOC.. Approved for use outside HVHZ:Yes INC. ORAWG 17-216 BERTHA HV COLONIAL SHUTTER.PDF Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party:Yes Other:Large missile level"D",Wind Zones 1,2 and 3,Max. Evaluation Reports width is 60"and Max.height is 96"for+45,-55 p.s.f.A,S.D. FL8200 R7 AE AMERICAN SHUTTER SYSTEMS ASSOC.. design load,and Max.width is 52"and Max.height Is 66"for INC DRAWING 17-216 PRODUCT EVALUATION REPORT.PDF +50,-55 p.s.f.A,S.D,design load(double panels)and 105" Created by Independent Third Party:Yes maximum width and 66"maximum height for+45,-45 p.s.f. for concrete and+40,-45 p.s.f.for wood for quadruple. panels. Back Nex Contact Us:;2601 Blair Stone Road,Tallahassee Fl.32399 Phone:850-487-1874 The State of Florida is an AAJEEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Actesslbinty Statement t:Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity,Instead,contact the office try phone or by traditional mail.if you have any questions,please contact 850.487.1395.*Pursuant to section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F,S.must provide the Department with an email address if they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ME 19TP-111 El E Credit Card Safe GENERAL NOTES_ NOTES: i. BERTHA H.V. COLONIAL SHUTTER SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS B.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO THE POURED CONCRETE UNIT SHALL BE BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (6th EDITION) OF THE FLORIDA 1 3/4" AND W CONCRETE BLOCK UNIT SHALL BE 1 1 j4". BUILDING CODE.THIS COLONIAL SHUTTER SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE B.2) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE ZONES (MIAMI DALE/BROWARD COUNTY). EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE DESIGN MND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE. BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES B.9. FOR A BASIC 11990 SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED FOR A DIRECTIONALITY FACTOR Kd=0.85.USING ASCE 7-10 AND SHALL NOT EXCEED THE (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS MAXIMUU (A.S_D.) DESIGN PRESSURE RATINGS INDICATED ON NOTE 2. OF THE ANCHOR'S MANUFACTURER. M SER TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO 8. EACH SHUTTER SHALL HAVE A LEGIBLE AND READILY VISIBLE MARKING INSTRUCTING OWNER OR TO COMPARE THESE W/ MAX. (AS.D)DESIGN PRESSURE RATINGS INDICATED ON NOTE 2. TENANT TO SECURE SHUTTER WITH STORM BARS & SAFETY PINS DURING PERIODS OF HURRICANE IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D.. AS TESTED, WERE NOT OVERSTRESSED. WARNINGS. A 3370 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NOT USED IN THEIR ANALYSIS. 9, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE HOWEVER. FOR CONNECTIONS tNTO WOOD, A 1.60 WIND LOAD DURATION FACTOR WAS USED STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR TO TO CALCULATE SCREWS SPACINGS. SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BERTHA 4.M. COLONIAL SHUTTER'S ADEQUACY FOR IMPACT AND CYCLIC RESISTANCE HAS BEEN BUILDING TO PREVENT WIND/RAIN INTRUSION. VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS 9 1215.GT-06 AND # 0131.01-07 WITH ADDENDUM, AS PER ASTM E 1886• ASTM E 10. OWNER TO BE RESPONSIBLE FOR PROVIDING A SUITABLE PLATFORM OR BALCONY WHEN SECURING 1896 AND ASTM E 330 STANDARDS, QUALIFIED FOR WIND ZONES 1. 2 Y 3 MISSILE TYPE D UNIT DURING HURRICANE WARNINGS. (BASCC PROTECTION)' II. BERTHA H.V. COLONIAL SHUTTER'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS 2. SEE ELEVATIONS ON SHEETS 3, 3A. 4 & 9 FOR MAX. A_S.D. DESIGN PRESSURE RATING & MAX. DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE SHUTTERS DIMENSIONS_ PERMIT IS APPLIED TO. 3. ALL ALUMINUM. EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063—T6 ALLOY AND TEMPER, WITH 12. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT COLONIAL Fy= 25.0 t(sc M[N(S1UM (UNLESS OTHERWISE NOTED). SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9,2 OF THE FLORIDA 4. ALL SCR.EUS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES WITH 50 I(st YIELD POINT AND BUILDING CODE. 90 ksi TENSILE STRENGTH & SHALL COMPLY Wj FLORIDA BUILDING CODE SECTION 2411.3.3.4. 13. (A) THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED BY THIS ENGINEER IS GENERIC AND 5. BOTS TO BE AESC 304 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH, DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; I. E. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. 6. AL ALUMINUM POP RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL. (B) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS PRODUCT EVALUATION DOCUMENT. 7, ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (A} TO EXISTING WOOD FRAME WALL: SOUTHERN PINE No.2. G=0.55. - 1/4'2 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDEX, INC. (C) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. NOTES_ A.1) MINIMUM, THREADED PENETRATION OF TAPCON ANCHORS INTO WOOD SHALL BE 1 1/2", (D) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.P) FOR THE PROJECT AND A21 IN CASE T14AT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, EX5TING WALL. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL SUBMIT TO THIS LATTER BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES A.1). THE SITE SPECIFIC DRAWINGS FOR REVIEW. "'�rrlprrrrn..�. (B) TO EXISTING POURED CONCRETE MIN. (f'c = 3192 p.s.i) OR ASTM C-90 CONCRETE BLOCK �(✓ �(�P � AL' P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE Ile 4 TAPCOR ANCHORS AS MANUFACTURED BY I.T.W./BUILDEX. �p'�4�•.•...........•.R �jSIONAL ENGINEER OF RECORD THAT PREPARED IT. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zona) • Gzan(s Eua,3ti M 44161 i ; ASSA/ BERTHA H.V. COLONIAL SHUTTER op.,BY. THIS DRAWING SHALL ONLY BE USED TO AMERICAN SHUTTER SYSTEMS AS50C., INC. 6HCAT- OBTAIN PERMITS IN THE STATE OF FLORIDA '!�•Q Q�'4+�J IL E.C O Ine, 4268 WM ROAM Mt O�Z " `I assnT..TsEw^T.(0 ,.E.GINMING COMPAW Ktsr OA:(cAM n.33447 17-216 '` PtaS:{E6att32-2G(.FV:t55ia-a:e0 10, P 11 cnw,(xn ml-Ism.rM..ncY�-IaN D'"MZ Kx EDrrµtaa z°a°6'719 PE n% to A Tie. "1167 :PEE( (OF K FOR WOOD 2 875+ INSTALLATIONS W/ _ .FOR POURED CONC. & $, A Aga"I 3.835 z NSBLOCK T ELATION$ 41%L `•910"--x.910"-1 +: UO 1 1 X187' 213" a �2.330'— opo �i9,1" a t 1.083` 625"030 0' 108" c Q 071' n P o * o C! c3 �_ ��e. (TYP.) y/j� [�4 IFOR WOOD & POURED �1�{--�- je — .6'8 � ( 1 I CONC. OR CONC. 7BLOCK WALL) 1.82°`0" 1ll mf p I Vf A LOWER At AIRF01L OPTIONAL B FLAT HINGE C D() DOUBLE HINGE TOP & BOTTOM RAIL EQ JAMB °s�. BLAD LOWER BLADE TOI A� 6063-T6 Alum. ALLOY 6063-T6 Alum,ALLOY 2.O0p" 6063-T5 Arumz A 6063-Ts Alum.ACt2Or Q DOUBLE HINGE VIEW Y 6063-T6 Alum. ALLOY 2"LONG. p•375' 2.000"--j f .SSO" 620' S"t0°T' o 1—°5°°" EXTERIOR t 36 HOLE O z r o ' d• ° O`S`3•�•• I f2 SS.4ARE SNAP. 3/8"d-16 STORM BAR TYPE i o /^_ -� I SAFETY i z 0� 500' �'--.5 °"FSZ€}[titT StDE V[E1V o620"Q H.V. STORM BAR CLIP S.S. �HyINGE PiN tC 6063 S E ALLOY Wf _SOCK NUT. 4.254- U Gi STORM BAR TYPE 2 S.S. N.V. SAFETY PIN T"" 2.500' -- .. COMPONENTS w/ 2 S.S. WIRE SNAP 250` 9 c _� r,en... ar "ll" P,.TTt f,/) '-R.LE: 3/4" o `; FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) NON HURRICANE N° *16T ':* "°""""°.M Ansa/ BERM H.V. COLONIAL SHUTTER CRW14 6y. VL BRACKET ANGLE , ; Ei 114!10-20X2" , S.S. HEX HEAD 6053-T6 Alum. ALLOY = 0- S EC 0 NC., A�M.ERICA°N�SHUTTER SYSTEMS SYaS'TEMS A SSOC., INC. CAM. 2 ,/6" LONG. 42138 WIM 80� CME aNvrrEWT PAW KAM M 3340 17-,2�16BOLT V/D!E CAST ZINC NICKEL (MW-2W.FAXt(S61}209-WaO PLATED WASHER WINGNUT � 44J'- 4 PS a0,s-ms a~ SNEEr 3 Or K aa2m.a tx. 44,6'2 B +GOR Ct •t-@(6) REQ'D ALWAYS TYP. h900 NEICFR —30' MAX. UNIT WIDTH: MAX. UNIT WIDTH- pc VAX. C, o of Pot'RE10 Car,-C�v I%! 0 0; W 0 =:Q(3) REQ'D. rs I ALWAYS TYP. )ET. 1/8 F (2) REQ'D.—, WAY S�su J S TYP. ss,sus rfcv (D(TYP.) 6 110; To 4 N-\7 0 (D Cold. To 01) I.It L= - 6 3 1/2- ID 3 1/2-mdl. r---SEPAPAnW f--%PARArw c O TI to CLOG Tvlss o I-AT &S &I#11s, Sm -&1 SAI AT 4 Al PR -GOR(B (TYP-) OR Al (TYP.) < qI 0 to I '_A C-Pi r -J0 32F (2)8 14.2- "S F REQ'D. YS TYP. C; sta- cmc I -uT—v- I FDX CAP VA)t W GoCrn4 r Nv B/5 13/5 H H\ 2- P, RED 0 'D 0 ILI :0 0 0! :0 1, 0 01 prow" 11-0WOOD MID �C E SECTION C—C WA SECTION C—C (VIALL V.-INIT) (VIAL.MOUNT) 60' MAX. WIDTH. HURRICANE POWON HURFICANE POSMON SCALE:1/4* SCAM 1/-*-1* TYPICAL EXTERIOR ELEV. DOUBLE PANEL FOR WOOD OR CONCR (HURRICANE POSITIFLORIDA BUILDING CODE (Non High Velocity Hurricane zona) N.T.S. I* flo,44161 --=7 TMT=.Dic. W.L. ASSA/ BBZWA H.V. COLONIAL SHUTTER raw,ay, AMERICAN SHUTTER SYSTEMS ASSOC., INC. MAXIMUM A.S.D. DESIGN PRESSURE RATING +45, —55 I?sf co INC. 42tg KESF ROADS CRNS DAM w! .......... T TESTING&ENGINEEIZING COMPANY WET PAW 6EACH.FL 33407 -216 =1�4,15At (M)AU-2204.FAX.,(561)209-M80 17 E91!6006719 I vrt['I-a.I it WALTER A, �'px- F. !�v.4SitfEt 3 DP:4 fB +(DOR + (6) REQ'D 2C1 ALWAYS TYP. 30" MAX. UNIT WIDTH. -30" MAX. UNIT WIDTH. pc 0 0 1/4' Mo. a o! ; :a 0 a Mon mnt OR 0 nG (3) REQ'D. sax. TYP. XT 1/8 F (2 REO'D. k-d 0 1 01) 10 9 ft —u�i- A 0 C-4 I -nA OR nAl (TMP.) -OOR(B (TYP-) a 0 0 0 iv is TO MASS P!.— J TS eD0(27 Pear ss.j 144�1 0 0 6 0 0 116 sm C-t W AtLR 0 C; CR OV4 14.2' -------4 "------- F (2) KLvU. (E)TOWMIC" TMP. =--� 1/4' 6 1101 10 11-R' a 1101 10 11 9 L MAX CAP AIR SWAR ....... B 5 9 A75 A/5 f/ B/5 2 I POLM Cm%r�OR M 1. Cc5w-,z9EmULUCx1C WALML tEws'p-, ------- ....... 10 Na.44161 %1 10 a 0 0: SECTION C—C (WALL MOUNT) ..... HURRE-ANZ POSMOrl --60' MAX. WIDTH. TYPICAL EXTERIOR ELEV. DOUBLE PANEL FOR CONCRETE BLOCK. (HURRICANE POSITION FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) M.T.S. 02017 ULTECO.M-C% KL ASSA/ BERM H.V. COLONIAL SHUTTER CRAW"sr! MAXIMUM A.S.D. DESIGN PRESSURE RATING = +454 —55 psf. AMERICA14 SHUTTER SYSTEMS ASSOC., INC- T-TIM 42CS WMT NoUs OFWIE TILLn TESTUNG ag ENGINUMN9 COMPANY WEST FAUS Mat FL M407 ,4M,7. -(5611209-aXo 17-216 33- (30e)OU-2204.TAX SHM 3A or a +(DOR Ci + (4) REQ'D ALWAYS TYP. 6" MAX. UNIT WIDTH. 26' MM. UNIT WIDTH. WOW fWADER C 4' !c, a a oi 1/M4y- !a 0 0 W 0 cmr-mcxx E 2 C14 MIN. MIN. DET. 1/8 P Co HD DR— L ap� ALWAYS P. m'a 1 Q -011q'! 0, _0 F�(�TYP.) 0_ - 009-41 L /C Xll 3 11r env.< T- TO*AM TWO fQY#14 0 i Ld AOD(2) 14.r A Go c� Sm mv A? AX F SIfAILAR OR (TYP-) Sur A OR (TYP.) L 0 lu- IT ......... A/5 C-L C11 t Ix k VM4 at 0 70 a! 0 oi r :0 0 1 PDLQ3D CO1;r-OR UIN. L9 MIN B141 %%DOD P2i;4_j L 52" MAX. WIDTH- Kamm STUD°' 24:/ TYPICAL EXTERIOR ELEV. DOUBLE PANEL SEC 04�UAX TIQN C-C FZMX--,D SECTIO14 C-C (VIAU 1.=tM OVXL MOUNT) (HURRICANE POSITIONHUFaCANE POSMON HURR(CANE POSM04 N.T-S. 9:zLE:11C e r scut 1/4- iMAXIMUM A.S.D. DESIGN PRESSURE RATING = +50. -55 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) C20`7 WE=N-- WL tjo.4416T I ASSA/ BMTKA. H.V. COLONIAL SHUTTER OR-AN Sr: r7AMERICAN SHUTTER SYSTEMS ASSOC., INC.l�LE C 0,,.., 4208 WW ROADS ORUE % UST PALM ECACR.FL • nLUT TESTWO&ENWNEERI"';COMPANY (8001432-2204.FAY-(SGI)209 P"O:Z -8360 17-216 E9-MO6?t9 GRA"10 Na 1110,k-P-F- SHM 4 07 Is nimm t;-#"is? F i -------oil _j (2)2"x€- POURED CONI.OR CCT.C. x€-WOODBLOCK WALL REQUIRED. STUDS REOUtREO / a CORNER (ryPd � /� „•-�` EXISTING GLASS. /EA. EZ., C7�tn. .r \a 1 2.125'MIN. 25*FAIN. B IDE PENETRATION �t.'(TT HED{E o`W^o� AOT�HER �--\ BWOn2.1PENETRATt4N J Ai�D'EDL@ Nn 2.725`MIN. 2.725"MIN. �} BLADE PENETRATION BLADE PENETRATION OR {� (�) E I ,, )- (2) 1/4'0 TAPCONS LT-W. BUIL.DEEX (STAGGERED) TO-"' *s:'e:m,i Te--'_ ____ r WALL. t to.sasasslsr-Kid.,' - -__--__ _------------- rr:nwrrr�c� s�ir.>_s'x4�^ -_�__=.._C_ =__ usz�uss.� SU EX (STAGGERED) I.T.W. a- ---..,.__-_ _- L-_--__-..__-_ - ' BU1fLDE74�STAGGE��W/ _ _ _...� >�s_-a.--- - - -- �s�:r_.r.- mmz ,:I PENETRATION TO WOOD _ f �(?#1€x2"SS. SJS.S_AT TOP ma 'L 5 µ c � J14x2'S.S. S.A1.S.AT To, / I YD BOTTQ"1 CORNERS ADD (2 tA74 C�hP __._ AND BOTTOM CORNERS ADO (2� ..` H #1€x2'S.S.S.M.S_AT M10HEIGHT #74x2'S.S.S.M.S.AT WDHEIGHT /(4}3/tfi-0 `(4) 3/1e-OJ SECTION A-A -ALUMINUM I �! POP WETS SECTION B—B � SECTION 8— PLAN OP. �}2.125'h1iN. N.TS. R CONI Coca. OR (lyp.) 1 OR OO?:C. BLOCK BLADE PENETRATION ) 2725-kC117_ 'K--r-WCUIRED. I _N7 HE HEO I t BLADE PENETRATION -�-a 2)2.4'WOOD + � 2.725'MIN. 2.125"JSiN, 7 50a' 2.70' r AT D RAIL I B(^LA—DE^PENETRATION BLADE P ETRATION NOTCHED ie)--��" j�---rye t $TUGS REOUIREa ��•� AT(0)RAIL \ , 1 (-„ @ CORNER [�— �oo'r—T.729';saa-- (Irv) I1 i � U i I �� \ I I p + '_- ---_ _�__---------? ----------- I r•__::_--�_r" ____ 4—�^ ! i 41uW\ittiti+. .. —p_N.�v ���•.___`=_ _I=^-t 4f~ ----uN i�G-- ___.`__-`.___�.:-� ----'---cO —�Tl1tNNJi FFFi / 1 !•' ,y'r ` 0 0— L —O I ' (2} 1/4 o TAPcorlsy i �� I I.T'w B"J9.DF.X ___________-_ ___---__-_ ___.r-_ D RD & o �s � (2} T/4 a TAPcoxs Lirr.�''g , ! I , ..- <_ w U EX(STAGGERED)(r/ (STAS7 P.7D)TO WALL E� - -c ac�c ate_# =a�» >a da_ m rr;rt 2 r _m, -,moo" - 'aEi�iRAnov TO 7ro THREADED — �d , �1 .a p mas .� r _== — _-- ---- ---- -- — r __...__�] r-------'- � i-___-:'=Tr' ?J.Bs5'" �` _ (2) #14x2- J/ ---- -- ---- (2) p14x- !_ ! ass SCO" f.500 SIS.3 S.M.S. S.S.SJd.S_ .500"• i 1544'L LL�Iii rr. I L L (4).3/160 1 1 ALUMI}ftti( B � . �r�, ti �J~• ALUMMUIA J12 B POP RIVETS V VIEW 1 (PARTIAL Ei: L�t," i* : PH DX BUILDING CODE (Non High Velocity Hurricane Zona) MIT TILTM I= Y.L. No.44167 ASSA/ BERTHA H.V. COLONIAL SHUTTER �-,8T (GAM SHUTTER SYSTEMS ASSOC., INC. aej AMER EcoLNCT .2aax� T '20rA' TILUT TESTING at ENWNE£WNG GGliFAttY WMT PAUL ErACN.r'?NGT 17-216 P=r-(MN32-2M.Fuc:(SSUM-SMO �TfSwO s10NA1 cL+ILL W ic'U`AA �.J'.PZ «a lat ..` SKEET 5 or u EXISTING GLASSPOURED f 1£0,' l� ~~�� `` CONC B OCKC WALL ___________________ __ REQUIRED. /j POURED CONC. OR t/e` ,uc cna CONC. BLOCK WALL Stu/z sz.I— ml/�/ //m, //'/r�✓'/ i �f ` � REQUIRED. A OR � (TVP.) If di-- i FBI, I i F� i TYPICAL PLAN NON HURRICANEPOSITION ( a OR j N.T.S. +`�'"'� -----" � � � '� i (?YP.) —DETAIL XEa / t/2- ���i s i EQ POURED CONC. OR C2j 1/4"0 TAPCONS CONIC. BLOCK WALL I.T.W./BUILDEX TO WALL f REQUIRED. �a (2) 1/ TAPCO L.T.W. BUIUILDEX TO WALL.WALL. ;rF OR (2) 1/4"4 TAPCON$ I.T.W./BUILDEX tom_ 2 n/,s' (STAGGERED) TO YrAi L. Y J Cl (4) 3/16"0 /ALUtAINUM AOR r POP RIVETS SYR) -- _-=� ELEVATION Y—Y ------ SCALE--—____=_ _ ;r T E — ....,. SCALE 1/2"=1 ,— �(2) #14x3/4" S.S. A.T/ (2) 114x2" S.S. S.M.& A�tt 2 VW kv.I 1 J 2 t/r LAN.I S.M.S. TOO AT TOP AND BOTTOM CORNERS SL-E P-Ef *0—'l ` ^ 0 PEErw+not� LOCATIONS SHOWN ON,.'�y��,••'' • �` •.T�/ "`uJ rATIQN ON SHE \��+ $ FLORIDA BUILDING CODE (Non High Velocity Hurricane Zona) F ADD (2) 14x2" S.S. S.M.S. ELE43, 3A & 4. =17mruax�. BERTHA H.V. COLIA!ONSHUTTER w AsgA Ri RtiDHEtGHT IVO.44t67 / �, DETAIL X (NON HURRICANE POSITION) cl� F CsigraiAMERICAN SHUTTPER SYSTEMS ASSOC.. INC_ tNNc.EGO ara ao4acmcSCALE: 3 B"=1" wr tcsrna ac uaunewnc wux EU SCAMasor 1`7—21z6 attZ�{E0a}0 2-2 204,FAX. (511)=09-11sea caA=?G rrae arV m.r mmni+ urt ec a nmro. c+rt �'•.ONAL jadll ,VPttc 3�uur'aaibi as,o-aa SK01 6 Or a EXISTING GLASS / z' .E.D. �,, WOOD HEADER, WOOD I A ___-__ ----_-___________________ _=__=_ / PLATES, WOOD STUDS - OR 1/2" (MIN.) a, PLYWOOD SHEATHING t/8"Lea, , II4, ": _=�T - - REQUIRED . - . _ +•fir, ,.. . � .... I. VAX- i�nx.� z R U1,17 V OR t r'1 TYPICAL PLAN (NON HURRICANE POSITIONS t N.T.S. (TY,) DETAIL X r✓ `.ti EO 1/2" MIN. PLYWOOD f °' i ••• A`� (2) 2"x4" WOOD (' SHEATHING REQUIRED �• �� STUDS REQUIREEt� © CORNER (Typ-) (2) 1/4-0 TAPCONS I.T.W. BUILDE7C —•-t!j 1 1/2" Min. THREADED / j; PENETRATION TO PLYWOOD ,..� SHEATHING REO-D. Wjt" EXTRA I DISTANCE PASSED PLYWOOD i / ;}I 4112• i eD1: 1 i f t 11 O R (2) 1/410 TAPCONS LTV/. IEMBEDMENT (( •) BEYOND �l Ptrn�D i t/2 Ibn ' 314-t--J 1!2• t t fe' 112` 11 ELEVATION Y--Y (4) 3/16"4SCALE: 1/2"=I" ,ALUMINUM A 12` POP RIVETS 6` ----t-----� \(2) 14x3j4" S.S. FLORIDA BUILDING CODE (Non HIgh Velocity Hurricane Zone) (2) 14X2" S.S. B.M.S. 2 t/S` Lt 1 2 1/B`"IN.L S.M.S. TO VAT NO.44167 cson mrEco,o c M.L _ LOCATIONS SHOWN ON ASSA/ BERTHA H.V. COLONIAL SHUTTER ar AND TO ADD (2) 114x2" e n0E PEKE RTt7oN WDE PENURAnDN ` *I + ELEVATION ON SHEETS oe/n/is S.S. S.M.S. AT MIDHEIGHT �� AMERICAN SHUTTER SYSTUS AMC.. INC. 3 & 4. � / 'jtr,a� ' 1Hc. 42re WOST FCADS oM oatE DETAIL X (NON SC HURRICANE POSITION) joiuA�� '1TILLIT""' "a'• ce':,e" � t1? 1 ' !i!!!lI!!!i NUL2€R A T�Q Jr.P.E. an rs'Osa SXFAT 7 Or K n.0.31d(x. 44I6� OR�-' f E� A OR Al MP-) A OR Al (rp.) Al {rn�.)� 7` (2) 14x2" w -------- --------•------ -,r ; - -------------- S.S. S.h+i.S EACH ' ------- ,. - - t�TO(E)EACH ,,- -- --== - - - - =`-- --- _ = (8 SCREWS/STORM BAR). 4'' `��-`= -- =- ------ -— jEACH ­----- - - - - - - --------------- CONT. =f� /./ (TYP.) f 1•l i 1.I ` .�. /yV lL. Y / \/ C V NT. rel i t ( - i t�• ..� I f I[-- �z '•'CONT. - - --- - _.._'— -+----------------- /� .-. --- ---- -- ��; � � Al oR A {Trp. =.• ; _ 1/8" MAX. GAP 1 �. Al OR A mp.) �A�Rrim-. DETAIL 1 (iSOMETRI�) \tW' \\` •���' FLORIDA BUILDING CODE (Non High Velocity HurrFcane Zone) N.T.S IN0.44167 �_ emn samx,cG. AM/ SEA HV. COLONIAL SHUTTER "j SUM-1A DQCAtc et. p �q �r l� ` AMERICAN SHUTTER SYSTEMS AMC.. INC. oe%t�7 ��IECO0 t rm <Ifa WEST eCW'owe ynam` ...... Gn l `• V y\\ W Sf PALM SEFCK M 33407 C'Q �•� \ atuT TESTING8:LN4INE.LRIf{a COYPaMY 17-256 U. L V ) cns xv,zar.a,.-=.r.,G�FCOA PI-s:u8 PNQ�G:(8001432-22M FAIL WtiTF� LU�r9`P.E.n.rsn uc ss-aa fn U. m oocum+ ..cc SHEET 86 aru 4taaM tie. 407IF C OR Cl + (8) RED. (8) REQ'D OR (B ALWAYS Q'TYP. ALWAYS TY�. + 6" MAX. Ur4fT MOTH 26' MAX. UNIT viiDTH, —26" MAX. UNIT WDTH- 26" MAX. UNIT WIDTH4 pC./to f-@ @-\ I @cyl� 1o: 0 o: 10 o! Ji 0 0 0 0 i0 o 0 0 of O ........ ........ 0 r UE) 0 W 0 o (8) REQ'D. 0 (3) REO-D. DET. 2/14 DET. 2/14 1 : i nGi (2) REO' . 0-:11 b�-rr - ALWAYS TY ALWAYS TYP. P. 'D. 10 R11; �-�WAYTS 0 LWAYS TYP —J-11111t, 01 o 11"(k, 1 LO EACH DET. 2/lAj OR OCR @ (TYR) rG OR(A OR (Typ-) Al(IYP.) O(Typ.) 6- P 0 6 o o Ci 0 11 0 60 0 0 0 ol o 10 Byl I L =-oG — L- ......T Or i t 61101 40116 o 90 D'/l 1 0 D'/I I D'71 i D/11 A- F 0 0 0: ;0 0 0 0 i 0 o; 0 oi !0 0 �Cl/lu L@ OD V Qj ......... 105- MAX OVERALL WIPT""' t..... ........... TYPICAL EXTERIOR ELEV. QUADRUPLE PANEL sj%. FLORIDA BUILDING CODE (Non High VeIoClIY Hur cone Zone) EN ap (HURRICANE POSITION) C2017 MUM mc. ASSA/ 8SMiA H.V. COLONIAL SHUTTER No.44167 '- I 03/11/17 AMERICAN SHUTTER SYSTEMS ASSOC., INC. �_ 0 MAXIMUM A.S.D. DESIGN PRESSURE RATING: +45,-45 PSF FOR CONCRETE Olk'V% IL•E C 0 m.. 42W WESTPAM$VMC IESnNG&Ef="r.EMN0 COMP"Y WM P&M PrAM FL 33407 'iM" -220 *(561)2M- 17-216 r. (800)432 FM a= 0pV.Tz Ift: CONCRETE BLOCK WALL. 9 MAXIMUM A.S.D. DESIGN PRESSURE RATING: +40,-45 PSF FOR WOOD. VIALTM�A7i'_PE as as znn 67 SHM 0 or u 1 4' WOOD HEADER �" �^K'J MAX. 0 REQUIRED i 1/4- X, POURED GONG. OR CONG- BLOCK WALL " •.e;s 2" REQUIRED. MIIN. PAIN. � rrrrrrrrrrr ; E .r..:4_., � ; E L \ I1 (2) ¢ 14x2' \ 1 (2) 14x2" 1 S.S. S.M.S EACH S.S. S.M.S EACH 4 I ®TOtO(,YP.). O To p(�vP.). M 1 I 1 EXISTING . EXiSTtffiG„_„I I GLASS~- r I .—'16' 1 -{ )Cont GU155 —'-� 11Cont. 1 3 5/8" AiWt. ( 3 15/18" MIN. ' t—SEPARATION �1� A {IVP.} j TocAt�s°sy r" °� ( ) TO GLASS V �1 . 1 11 ADD (2) Y14x2" S. "� ADD (2) #14x2" S.S. S.tA.S. AT MIDHEIGHi S.L,.S, AT ri4DHEIAT ATpOR i ATQA OR Q I I 1 ) ' Coni. ( I 1 1'-Gl Cocst_ t 1 (2) $ ,4x2" !f i OF (2) rad 14x2" Jam/ ss. s.Ms EACH S.S. sms l j� Om1Q(T`(P-). CP)tnd(tYP.}. @)Cont. gCcnt. i 1 T E 1 �Gt�A55--1EXISTING E GLASS--t E 1 t I I I 1/4" I 1/4" 1 MAX. GAP I IAAX. GAP I :�1011MM\\\\\`�\ SO Y y y '-O 2'x4"WOOD PLATE REQUIRED I � .: r,........". POURED CONC. OR \ COXC. BLOCK WALL\\\ j`�+ �Q �K/J` REQUIRED. V WOOD STUD @ 24' �`3Z:.• V,iri $�~•..'p O.C. MAX. REQUIRED ks FLORIDA BUILDING CODE (Non High Velocity Hurricone Zona) N0.44167 ; eso+r tnrtco.ca ASSA/ BEIZTFiA H.V. COLONIAL SHUTTER vt 4•^ ow x.t sr SECTION C-C SECTION 'C-C F --�-- AIAFRICAN $HUM srsTEMs ASSOC, INC. 08'x' (V/ALL MOUNT) (WALL MOUNT) � �''��+ '""'E�"8 1NG� WM420 T uWBr,�°33407 HURRICANE POSITION HURRICANE POSITION S')�NA� �i�`'� �TWT TA� � �NR °"��tco�lasx-2204.A�ff ro:tsatn*-e_� i7-2ts "�' rtt Paw:WKnEk3-Woe?f9 fall m.". grew u� v.r oovno+ C:ix�'�tic SCALE: 1/4" = 1" SCALE: 1/4" = 1" rrrirrrtNr wanx a tasty x-f:r_ as s o>. v , sRmr so or u R0.2W tic aai 67 Biotic'AstL mom m. E7Pa712tG GLASS. 3•ate.CU. /'. z �A. 2.125'mN. 2,16•few. 2.125-act. 2.125-MM / MADE PP3:ESS:A,A7:2 2ti5-mac 2125•List. p ERADE POCTRAMP F!Hlu:FEI-I M aMN MACE PENUPAt1G1 .� 212V ICN, 2.425•avt. i FEA WAMH FE<EtPAT.Ot+AT S RACE 'Y'9pp;BfKE FEtr.VA= WX PENEDtAn0.Yt®OR . WALL _ -- O 1rD2E-X K(snuGa n )w / Sf¢AC .1 ,� PENE'fitANiDti m sN1CD _ ,.. .....,...._._... 1 * (5 5'1 �� 1 caP • (221 P14-V } },},.+Y ss sus u mP� P 8,i4•SS.RAGS.!3 NSP (^ Aw Ecncm COAL+w'�s ADB(2) (4)s/+6•m s) soma ccsUs Aa�s(zD 4 (.)yas o (a)avis. /1447 ss.sas.u mueaff rc av�Ess B (utcvcalnt 8,4rY ss sacs,Ar Ia2:c$Eo' ` R"Xla SECTION A'-A' AitAaeFa. B Pap m ms tiiP RP+EM EA i'OF'FMS"'EA SECTION e'-9' SECTION D•-U• Y� SECTION D'-b' SEB' CTION -8' PLAN N.rs 2114 mci cR ® (IYR) A OR �) (m) HAY MIETPAN*4 2,25•t6V. 2129•art 2115•W.A. E Bu6E PtN_RRtN10.4 POt.VM m4Nn-19 B SM-E F09EMAMON MAM FEt1ETRAPLM B K'c[CrQ73 "AEOt1R,= BEO:X N.•F1t_36D' 2roa--ISODI AT OR cm4emm r,P / ( , PNI S.r2B• OD P CoRm(rYP) RLV. I < � t ----_ —�t``—�i i -- It i � �i 1 I "-�� ��___..�_-__ + � � -_-__-ji i E ,�� •3 � 4 (x)OM IGGER Er D, ---`.. �" --- !g� - ! ED)w/ =f �)ro ( —' I x)1/41=4 Lrw. `I f N 1FEr nANmN nc'08 f i t. ,4/2- t -Imo..-� � .845 t•it . I � - t i _� SS 5A1S &--j 55. U-% FOP MtFt5 VIEW 1 PARX`IW 'PVATI0N) r�Q;^'�tyEN$�C''• FLORIDA BUILDING CODE (Non High V630ci Hu one Zone) czorx r: NxNEcocao ASSA/ SIHH.V. CLONL SHUT c1 °1 OtNaN BY: 7� AMERICAN SHUTTER SYSTEMS ASSOC., INC. 0tlCAM wap., ,� t L E G O I N c. ,x0 vr�sr _ Sttct!'TESNN4 h ENGINEERING cOYPAXY 17-2I6 W* (WO)M-2204.M.(W9M_� .- pA�I{1'� Pp c�.rRt. cart omr,ar ORA7Yur.it. rc-VutVi�ALti)it(1 HAUEI2E IN�itrtih P.E. an:s.m mELC„oP x Grp !1 FLWWl tic. 4.164 POURED CONCRETE OR POURED CONCRETE OR CONCRETE BLOCK CONCRETE BLOCK rr � WALL REQ'D. WALL REO'D. 3`tfm. 4�_"� 0. f EXISTING GLASS POURED CONCRETE OR CONCRET-------'--- �f WALL REE BLOCK 1/4' /s" 1/a"wvc cat+AM.GAP CNI1 P=z TYPICAL PLAN (NON HURRICANE POSITION) N T,S % OR (�r� I lr.) - DETAIL X ti I Eo 11 POURED CONCRETE OR ,? v I j2 CONCRETE BLOCK 1 . EO "_--(2) 1/4 WALL REQ'D. .i i\�.;-.0 TAPCONS ).T.W. BUILDEx / ---� TO WALL. # I r99 21/2'-- r (2) 1/4"01 TAPCONS €J.19_� yn. 2 t1/1a 5/1s" 1/2' Sl1a i i (iYP.) BUILDEX (STAGGERED) TO i WALL. 4 POP Q' ca E _ � (2) #r 14x3/4" S.S. ELEVATION Y—Y (2) #14x2" S.S. S.M.S. AT 2 1 a N- ® S.M.S. TO CAT SCALE: 1/2"=1" TOP AND BOTTOM CORNERS BLADE PENETRATION LOCATIONS SHOWN ON ............ ADD (2) 14x2" S.S. VA-S. i ELEVATION ON SHEEP ?6#-,AT LIIDHEIGHTT/(j jl�._ i - - -^ �'c1�,Q,••' CiE14,$ FLORIDA BUILDING CODE(Non High Velocity Hurficone Zone) emn ruEoO.ecc, u2.. 111Q.44167 ASSA/ BERTHA H.V. COLON€AL SHUTTER mul"o.: DETAIL X (NON HURRICANE POSITION) ' ,tom ��, ECO€N� AMMIC" H. SYSTUS ASSOC, INC. DAM- V \ ><TST PAW INA04.FL 3.'.407 SCALE: 3/$"=1" l �• �,,\ eiILUT �bt`NG ENGI ERINcxoCOMPv``NY wl0z.teoa)432-2204.rrs(WI)z02-SM 17-216 v� � ♦"n���III O"�' E6-CUObfk+g l:U�l11-tC11 0.b 9Op�10. CR IlSmI4t WI OP/.YmN4: 3 OVAL �� 4t �,, , ��i.. �� rI A 5ffr u,siE SHM 12 or u WOOD HEADER. WOOD /t > EXISTING GLASS / PLATES, WOOD STUDS ---2nun E.D. OR 1/2" (MIN ! �' .) 2"?xn ED. ' , ' _ S==Q====___ LnvaaD SHEATHING/ REQUIRED A OR (TYP.) GAP t/4- t i �p MAX. r t TYPICAL PLAN (NON HURRICANE POSITION) 1/2" MIN. PLYWOOD DETNI X (2) 2" x 4" WOOD SHEATHING REQUIRED STUDS REQUIRED '' /Ir ! CORNER (Typ.) f f f f f f f f f f f/ f f f, {2} 1/4-0 TAPCONS I.T.W. $ViLDEX .' 1 1{ 1 +.:i i ' " i Eo W/ 1 1/2' Min. THREADED !r/i' o t i PENETRATION TO PLYWOOD % , j rt 1 }I =n s J > 11?i SHEATHING REO`D. W/1" EXTRA :: r i� jI I I f DISTANCE PASSED PLYWOOD j! 2*mim !! OR �D ;j• �I� x.aoo• (2) 1/4"0 TAPCONS I.T.W. ' t 3I4'--^• BUILDIX (STAGGERED) W/ t/z' t/z- / t V3 r,• ' f i� i ° t 1 1/2 m;..THREADED y PENETRATION TO WOOD (4) 3/16"0 } OR (TYP.) j OP RRfETS j OR °_ ELEVATION Y—Y SCALE: 1/2"=1" (2) J 14x3/4" S.S. Lz (2) ##4x2" S.S. S.M.S. AT L2 1 W n.a S M.S. TO tQ AT ,r///••••••"•., eu.DE PEleETRAllVl LOCATIONS SHOWN ON TOP AND BOTTOM CORNERS ______ r ELEVATION ON SHEET 9.p` «-••^�. //i ADD (2) 14x2" S.S. S.M.S. t ���~ 4• ef► � FLORIDA BUILDING CODE (Non High Velocify Hu cone Zone) AT MIDHEIGHT -= _y - >�, r`�'y� � E $!C`'s, czotr MTEco,we ul- tf. a —__ — P20.44167 = ASSA/ BERTHA H.V. COLONIAL SHUTTER m,,,,8f: AMERICAN SHUTTER SYSTEMS ASSOC., INC.ositt/r+ ONE: ��tL�E G 01N� .2Ee MST FMOS DFW4 DETAIL X NON HURRICANE POSITIONS _�'.r,� o� �w�= (800)42-2204OR.R334oT Taut TESTWO&ENOtNEERtNG cauvutT 17-216 4 � my n�.:w s,r.s� aama n a,a mla.•(eo-rnaa-a2oi.rruc:C.w>zce-spa _ �yQ/ tA{{ 1 frvv:flmltin-t:m.rv.,(]Y,.*`prt-133t ¢v.p ,carom uuc cc.. Rsvm• 1— W-0006719 CPAW'/:G Ns SCALE: 3/8"=1" �i7 , T/rILIM A T@(lTh,PE Ian as ez•a, n+f stm f3 or w FLORAtt U ffi&7 �--n OR Al CIV-) L(TVP.) E CEJ it T�x2" S.S. S_M.S ®OR Al (TVP.) EACH CH F TO E EACH d (16 SCREWS/STORM BAR) F ZA --------- ..... ........... ...... < • s• ) , x It . 'vim f' n:� ?�• -y4r� �',�4i�,Y—��� ? �''., �' '2 �4�j�i �S,C� �4y+ -���� 4#},�"� '�, `` � •1.'^' "� y'r:. v .; ..gyp '` „ I -- `,` - .,\,.ti\~ 2:-V:a:::"S '1.'•=�1_._...__'-._. � ,\.•__ -".''.E'" `___.�.__... _ `moi• -•i_ --:;.':�._"t�----" , 77 -------------- ------------ :. • . G1 ',; � '-� {TSP.} r GI (Ty'-) Gi i/a- MAK, GAP 1/8' f CAP 1/8 mA7t.GAP DETAIL 1 (ISOMETRIC) N.T.5 +� ��si FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) NO.44167 02017 DMOU. AM/ BERTHA H.V. COLONIAL SHUTTER WL m—u sr: AMERICAN SHUTTER SYSTEMS ASSOC„ INC. 08�,�n7 %y t .� t t. E C O INC. 426e%�T awr DAM A.SCUN,FL 33407 \ 41 TILUT,ESTM&ENGINEERING WWANT pK=--{600}432-2204.FIs,Ise,gaff ee ee0 17-216 Q�a� I71 t =..um,.s.--x -:aacwsue.aniu 7 1/ C :(=5)m Ism .,(scs}sn-.", naovrc+ mr amines e.R MAU=Na: 1 co �'�i�iitttJttl7 n'.I.IEN A.T(L([Jr.Px- 6°♦ ,n SHM 14 8F u TTlA tr 44,67