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HomeMy WebLinkAboutProduct Approval /on�� .__.._- _.... _ .___ ____.. _._.__ ___ _.___._ __..__ ..__._�.-__ __ ____ :/di'.atdtirl�i,:�iiwiYfd '`sn' r..t f-• '�'" ' BCIS Home Log In User Registration Hot Topics Submit Surtharge Stats 8 raMs Publications Contact Us BCIS Site Map Links Search Fl* Product Approval +i-(L..USER;Public User Product Aooroval Menu>Product or Anolication Search>Annlication List>Application Detail FL# F1.8200-117 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Colonial Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 7 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tlllit,Jr.,P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Henry Kampmann Jr. G Validation Checklist-Hardcopy Received Certificate of Independence FL8200 R7 COI AMERICAN SHUTTER SYSTEMS ASSOC., INC. DRAWING 17-216 CERTIFICATE OF INDEPENDENCE.PDF Referenced Standard and Year(of Standard) Standard Year ASTM E 1886-05 2005 ASTM E 1996-05 2005 ASTM E 330-02 2002 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09115/2017 Date Validated 1 011 3/2 0 17 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 Jambs/headers to provide Hurricane Protection Limits of Use Installation Instructions Approved for use In HYHZ:No rl a200 R7 It AMERICAN SHUTTER SYSTEMS 6550C., ! Approved for use outside HYHZ:Yes INC. DRAWG 17-216 BERTHA HV COLONIAL H ITTER.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,-5S p.s,f.A.S.D. FI 8200 R7 AF AMFRICAN SHUTTER.SYSTEMS ASSOC design load,and Max,width Is 52"and Max,height is 66"for INC. DRAY ING 17-216 PRODUCT EVALUATION REPORLPDF +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 ps.f. j for concrete and+40,-45 p•S.f.for wood for quadruple panels. n«; He.t i C4nlatt Ui;;701 fllalr Slane Rg m.Talbna<t FL 2M Rtlon";jN-4R7. 11 The State of Florida is an AAIEEO employer.Cony MnT 2007.2913 Stare of Firrnda.::Etb2 v Statement;:grt"ssrb;uw Statement::R f lid alai m lit Under Florida law,email addresses are public records.It you do not want your a-mail&WMS3 released In response to a pubic-records request,do not send electronic mail to this entity,instead,contact the off" phone of by traditional mall.If you have any questions,piaase contact 850,487,1395.'Pursuant to Section 455.275(1), Milda Statutes,effective October 1,2012,licensees kensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The email$ provided may be used for omoal communicabon with the licensee.However email addresses are public record.If you do not wish to supply a Personal address,please provide Via Department with an email address which can be made availaba to the pubic To determine if you are a licensee under Chapter 455,FS.,prease click h=. Product Approval AccoPte: =t�?CO - Credit Card safe f ' GENERAL NOTES' NOTES: 1. BERTHA H.V. COLONIAL SHUTTER SHOWN ON THIS PRODIGY EVALUATION DOCUMENT (P.E.D.) HAS BA) 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 IN CONCRETE BLOCK UNIT SHALL BE 1 1/4". 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 (IA+IAMI DADS/BROWARD COUNTY). EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH 70 REACH THE MAIN STRUCTURE DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES B.1), FOR A BASIC VAND SPEED AS REOUIRED 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 MAXIMUM (A.S,D.) DESIGN PRESSURE RATINGS INDICATED ON NOTE 2. OF THE ANCHOR'S MANUFACTURER. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN 'MIND 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. (A.S.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 339 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 INTO 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 V117H THE BERTHA H.V. COLONIAL SHUTTER'S ADEOUACY 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 # 1215.01-06 AND 8 0131.01-07 WITH ADDENDUM; AS PER AS7M E 1886. ASTU E 10. OWNER TO BE RESPONSIBLE FOR PROVIDING A SUITABLE PLATFORM OR BALCONY WHEN SECURING 1996 AND ASTM E 330 STANDARDS, QUALIFIED FOR WIND ZONES 1, 2 Y 3 MISSILE TYPE D UNIT DURING HURRICANE WARNINGS. (BASIC PROTECTION). 11. BERTHA H.V. COLONIAL SHUTTER'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS 2. SEE'ELEVATIONS Ott 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 ksi MINIMUM (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 SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES WITH 50 ksi YIELD POINT AND BUILDING CODE. 90 ksi TENSILE STRENGTH & SHALL COMPLY V// 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. BOLTS TO BE ANSI 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. ALL 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. — 1/4'4 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDER, INC. (C) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. NOTES: A.1) MINIMUM THREADED PENETRATION OF TAPCOI4 41CHORS IN-TO WOOD SHALL BE 1 1/2". (0) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND A.2) IN CASE THAT 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, EXISTING 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. (B) TO EXISTING POURED CONCRETE MIN. (f'c = 3192 p.s.i) OR ASTM C-90 CONCRETE BLOCK •' �P EyJAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE 1/4" 0 TApCON ANCHORS AS MANUFACTURED BY I.T.W./BUILDEX. ' IilC�SIONAL ENGINEER OF RECORD THAT PREPARED IT. JGEN'SF — FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 02027 TILTECO.Ctrs, Y.L (dp,4416T '_ ASSA/ BERTHA H.V. COLONIAL SHUTTER THIS DRAWING SHALL ONLY BE USED TO ,q' 0 AMERICAN SHUTTER SYSTEMS ASSOC., INC. 087DAM 17 08TAIN PERMITS IN THE STATE OF FLORIDA p no w NLUT TESTMO FA ENGINEERING COMPANY UrN(PA714]2-IIGA,FA%:(SS{2G9-6= 17-216 i v�'"•••••"�t�111'1\ ess N�c(mk�®I-�ei"�'luF`.saaeo m.r aaann ua ecr aomm. e..+, I 44 GRAIWIO N�: WGL7ER A.TIlllF.V.P.f- m Nsan In s y'RQT 1 a u ,LCRMu L;c. tsf67 FOR WOOD 2 875" INSTALLATIONS %Y/ � � I FOR POURED CONC. &3.835 I CONC. BLOCK WALL ,910• 910^ 't o0 INSTALLATIONS VJ/Q ^o I �? t 18T 213" 'n a } 2.330"— I 000•• I AB3^ .625• 10 Zn 8' o •+04 —.071' ;?o 078' w �. (11'P') •�� 1 I �1 N © *—(FOR WOOD7& POURED i—.240' t 000NC. OR CONC. o �1.625' 1.700 9. BLOCK WALL) 1 n I-•--2.125' 1 324^ 2.D00" (±.020) -1 �.680" 1.820' a p I 0 LOUVER a� AIRFOIL OPTION AL © FLAT HINGE ©DOUBLE HINGE D@TOP & BOTTOM RAIL (E JAMB �__ BLADE LOER BLADE TO!A) 6063—T6 AWm. ALLOY 6063--T6 AJum. ALLOY 2 000" � 6063—T6 Alum.ALLAY 6G63—T6 Alum.ALLOY 2' LONG. C1 DOUBLE HINGE VIEW Y 6063 76 Alum. ALLOY 2' LONG. ".375" 2.000" 550' 5/15'0 �"—"-2.125'—^i •o N}V I MOOTH � I ro.500' EXTERIOR HOLE •100• ��� e'S�j> li 2 S.S. VAf SNAP. Nei /B'0—,6 ! " © STORM BAR TYPE 1 0 �= M o IH.V_SAFETY PIN —3.000'---j N O L~�—i uQi .50 \ �•.-1.250•--� --� S00' --n -- 0' I i — �w .530• ft' FRONT SIDE VIEW o i 620' o N� �F H.V. STORM BAR CLIP UH S.S. HINGE PIN I ° ISOMETRIC 6063—TGB Alum. LLOY W,� LOCK NUT. I—o•2s0• N.T.S G1 STORM BAR TYPE 2 © S.S. H.V. SAFETY PIN 2400• N W/ 2 S.S. WIRE SNAP . 7 " T_ '--i COMPONENTS —r ,,,.....,.,,. +', p. .ALE: 3/4" = 1F-82550- TIUQ V� jq I _ + ��` NO 4�161 t FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 437" NON HURRICANE ; ' * _* `m""`�`° ASSA/ BERTHA H.V. COLONIAL SHUTTER �;�,. 250' BRACKET ANGLE AMERICAN SHUTTER SYSTEMS ASSOC., INC. OA�a;�/" 11 ZA 0-20X2 S.S. HEX HEAD 6063—T6 Alum. ALLOY •• pi/7�jpp1�J IL E C O tN�. .tee� � 2 1/8• LONG. i 0� •••v' •v\1I,, Z TELTMC a Et/CMEERMC CCNParrc htsT PAW UAM rL w BOLT Wf DIE CAST ZINC NICKEL F P ONE caooi+s�_ua.rue(se+)zos eeo ,7—z1s PLATED WASHER WINGNUT --.-,,�ONA����,,1 iTxt :(t97�I_I130.Iu.(]G'JJ�I_,'�I ta.. e®eIY tm rtc olSOifDy Wt CRWINi N0% E8-00067s9 Y(µtER 0.7tLI1T J..P.E ato ss-¢s s IM t u+s7 SICE7 2 or u �f O DR . C1 +®(6) REQ'D ALWAYS TYP. 30" MAX. UNIT WIDTH. 30" MAX- UNIT WIDTH. WX. I° O o °i ° ° ! { ° °) FOIJztD Came.C / ' 7 O O GI. G 0 { r i ° j { ALWAYS TYP. DET. i/8 �0 1 1211 u.Y w ®(TYP,) o ° 1-11 Ii o'( o o s.sus EAc9 ^ — © tic cent. b o A OR®1 (TYP.) A OR A�1 (TYP.) O d °' L�_. _, x I I o I -•----+ I'- iv c) I /zs�ri TO GLtSSIASS 5o'.VI G cad. I 4 i ACO in 111•2-sz ` O o P o o O C� 0 AT W AT Ot 1 ,w = �"f L—_ � ^X� 1 m {- O M I`II Sra3 FitN_ ° I--- ---•--a ----- F (2) REO'D. ° I _ % W S TYP. ° E145Tv5 0 o f j o 0 0 o j 1 o o wu� ! ! s9uc cAP C7 SIMILAR �eme. ,••••••• a -_-! '�' 4 \`\\\\\\\\\\\\ ' •�gA•Tf(�✓l"'': A�5 POUFU c o1 10 ° ° f O O o O = i \\ / ' i I i 05 SECTION(WALL MOUNT) C-C ' '° - �• C E �D HURFUCANE POSITION F�s� 1/4'_1- 60" MAX. WIDTH. . ,TYPICAL---EXTERIOR ELEV. DOUBLE PANEL FOR CONCRETE BLOCK. (HURRICANE POSITION) FLORIDA BUILDING CODE Non High Velocity Hu cons Zone) N.T.S. C207 T"hc0' ASSA/ BERTHA H.V. COLONIAL SHUTTER �w or i MAXIIviUfVi A.S.D. DESIGN PRESSURE RATING = +45. —55 psfe 0/11/17 i AMERICAN SHUTTER SYSTEMS ASSOC.. INC. MAM 771 MEI L E C O,NC. 42W WEST POMS ORK TIWT IESTNG h ENG.NCEwNO COUP"" WEST PALM SUCH.FL 3MC7 t]-'•216 �^. rac cu®4 n n+ae FdOS:(BW)432-xw4.FAX:(591)M-MO Frov i(L!)•t)r-Ibw.fd t(]q)!II-ID11 4v,w mane. cu( C¢w mmr mu OFAn7s t+a Efi-0009719 Yi/1TER A Ti11ff J..P£ oD u-cC! 1JI a SFQ[T:A OF u i1.OPoW Lit. 44167 (2) 27W WOOD POURED CONC. OR CONC._ STUDS REQUIRED BLOCK VlALL REQUIRED. i% 0 CORNER (Typ.) \ jEXISTING D. 2"Ml/E.D. \ r —2.70"--7 3'LGn. _ i z j VF� U�2S 2-125'NIN, rn a rn o $PENETRATION z id 2 NOTED 2.125` WN. NO3V(9 000zd AT 0 RAIL � BLADE PENETRATION 2.125 AT D RAIL r_,z y a -MIN. 2.125"MIN. N Z�ro BLADE PENETRATION BLADE PENETRATION A OR `'gyp10 , �msmmmmmrmrm. I(2) 1/4"o TAPOO.VS LLiv. / I -- =-_------ ----+x-II_+ +--a=I �--_ _ _ f � "o TAPCOiS 1.i.V.BUDEX(STAGGERED) WALL __-__-------- _ — BUILOEX (STAGGERED)W/ 2'Min.THREADED /ETRATION TO PEN WOOD a 2) 914x2-S.S. S.M.S.A7 TOP m tfA)f 2 914x2"S.S.S.M.S.AT TOP AND BOTTOM CORNERS ADD AND BOTTOM CORNERS ADD 2 "E I"I I #14x2"S.S. S.M.S.AT INDHEIGHT #14x2"S.S. S.M.S.AT MIDHEIGHT B (4) 3/16"G-I SECTION A—A ALUMINUM B ALUMINUM /�� POP RNETS POP PJVcTS SECTIO B—B !\ SECTION 0— PLAN 2.125`dGFL N.T.S. ORUCMIC.9LOCS L�RED CO=- BLADc PENaRATION A ® 'MI A OR ® (IYP.) 2.125-V1N. WAl')-REQUIRED. H 2.125-MIN. 2.125-MIN. BLADE PENETRATION ((2) 2 W VrooO DO-�2.70` ZOO—� �I/�� —AT(HED��/ BLADE PENETRATION LADE PENETRATION NOTCHED I]�E I rSTUDS REQUIRED Ai(�j RAIL I-..,S00-1--1.729- 500" ®CORNER(iypJ JnX cj 0 i --- --- -------- ---- I ---------� - __- - =___— — _� --- —_ 'rnnm//�Iry1 isy:nffftnn _—------------ - ___Q Ii 0 0 I g 2 7 4 T 4S T.Y o I (2) 1/4-o TAPCONS I i II o I -- -- / -- �L 9 I BU40Ex (STAGGERED) W/ o a I.T.vL/BU:LOEx 1 { ,m r - _ �, -----. ..masvmm r = ---- _ —mtleo-^ =--_ 1 1 1 2-Wm. THREADED I i i i E f` .___o\ _ 'mfm"_ �.-�-FAFii ItFlt-':- � w`i _,.-� _` - ./� _ ~n— —�-�I I ' PENETRATION RATwN ro YloOD (STAGGED)TO WALL I •-_ - - ---__ _-- .o-=- " - I { Ef ET l .895rr - S. 14x2` �� �` (2) }714x2" .B)JS U - ram• / .SOD- S.S., �.M.S. S.S.S.M.S. .500" ' 500,1- (4) 3/16•0 4 3 16 0 ALUMINUM B ��`V"��' 1/�w ALUMINUM p POP WETS � VIEW 1 (PARTIAL EL F�E''••, Pii BUILDING CODE (Non High velocity HUrcicone zone) N.T.S. �0• T. em,T n fEw,ec ASSA/ BERTHA H.V. COLONIAL SHUi7ER 44 161 �r AMERICAN SHUTTER SYSTEMS ASSOC., INC. 08�a;E" • `� O 1 N G. 42ea WEST HOdDS DM& TILUT TESTING&ENGINEEMNG CGNPAIIT �r PALM Pam'fl.'3UO7 1-17 \ 1, st,e u.;cm. n.. vxxA cocoa.n maA PNDt-(9001432-2204,FAX(SGI)205-a2e 17-216 /' G1ttT Nm.l "ce�usi,a — Nw.m 0PAWNG nr. %��SIpNAl 1jT11 n k IRW a'si s� 5oeu EXISTING CLASS t-+ -- POURED CONC. OR --------------------1----------------------- j ;i �` CONC. BLOCK WALL REQUIRED. POURED CONC. OR / CONC. BLOCK WALL / VAX. uax _ +� �� ,���I ��������� �_ REQUIRED. A OR ® (TYP.) f— `._ II F ------' - - li J - ssa a�- F 1 r1 Firru----- -2, f==-T=4i":-=-___ i/m I \\ l / A TYPICAL PLAN (NON HURRICANEON)POSITI ��., '� � � OR MID) DETAIL X + , a• I I� / FA +/Z-j V \ j EO (2) 1/4"0 TAPCONS POURED COWL. OR ; \ `\ LT.W./BUILDEX TO WALL. CONC. BLOCK WALL � t REQUIRED. (2) 1/UI EX ONS / 1 31 , � I.T.W. BUILDEX TO WALL E.D. t 2 ,/2. I i (2) 1/4"0 TAPCQNs - / I I.T,W./BUILDEX (STAGGERED) TO WALL y C1 (4) 3/16.0 1/2- L /rALUMINUM A OR (a _ t /POP RNETS ELEVATION Y—Y SCALE. 1/2.=1 �(2) °14x3/4" S.S. A.T/ 14x2' S.S. S,M.S. AT 2 1/8'M. _f 2 1/8-um. S.M.S. TO AT ,� TOP AND BOTTOM CORNERS 6ME PENEreAnD1I 81AOE PENETRATION LOCATIONS SHOWN 01,04 d ELEVATION ON SHE �,\CENS' g FLORIDA BUILDING CODE (Non High Velocity Hurricone Zona) ADD (2) #14x2" S.S. S.M.S. _$ •':' AT MIDHEIGHT 3. 3A & 4. 1• No.44167 e20 +7 cx ASS/ BERTHA H.V. COLONIAL SHUTTER °a DETAIL X (NON HURRICANE POSITION) 8/1117 •o= AMERIGAN SHUTTER SYSTEMS ASSOC.,ASSUC INC.IHC 08/�" SCALE: 3/8"=1"_._ �90 �L�Ne. axes v�r aams aaNc =��''•. •..•• v � �� TIWT TE5TPIO A CNWNEEILNO COMPAIIY •LCST PALM 204,BEC.FL. 61)2 p '•, ROM'IeDO)a7x-2204,FAY:13fi1)xD9-2SC0 17-216 /ONAL��0", .w..:(wI�EB�06l,d"mbT,_,s�, m... �rto. ui — arrmcc. w DRAWWO Nw 1 WALTER A MUJT 2 P.C.. m,e-a9 n . .......Foo FLCMDA Ua 44167 ixEET B w R / \ EXISTING GLASS \� 2'Mrt+.E.D. 2'r6n.E.D. i I WOOD HEADER, WOOD PLATES, WOOD STUDS / \ OR 1/2" (MIN.) \ 1 PLYWOOD SHEATHING 1/4• 1/8'MMAx.GAP 1/4- REQUIRED Ea :]Ej; A ', L ---- =--==- --=-—. '_'ems- � ':•,i /i 1' / � , i TYPICAL PLAN (NON HURRICANE POSITIONS ' '/ ' ,'f 1� �'� �`` (rn') N.T.S. �' 11 1 j; ( AI / r -V f�5ji 1/2" MIN. PLYWOOD / r Nye ` (2) 2"x4" WOOD (—SHEATHING REQUIRED j'% / /i i` 1/2" '/2• � EEa STUDS REQUIRED 1 j f ® CORNER (Typ.) / � f (2) 1/4"0 TAPCONS I.T.W. BUILDER O./r. VJ/ 1 1/2" Min. THREADED \ \ PENETRATION TO PLYWOOD +/2' SHEATHING REQ•D. W/1" EXTRA / /; f ! v} DISTANCE PASSED PLYWOOD OR f ` (2) 1/4 0 raPcaas I.T.vr. / '• ,I Fps,.Era�D..��r �,.� /'l j�l Jl/ ; i.� { FAILDE`X(STAGl�2ED)VJ/ BEYOND PLYWOOD ( ) 1 1/2 Min. THREADED � "'✓ j";(�// i' ! PEj%ETRAIION 70 ACOO 1 1/4' � 1/2• 1 1/B• 1/V /2. /2. ELEVATION Y-Y C (4) 3/16"0 I% 1/2• SCALE: 1/2"=1" -ALUMINUM A CR POP RIVETS 11 - B ---�_ , -_____=_ -n z -EQ �,,,Q��RA.TI(j�r✓ E 2) #14x3/4-" S.S. ' _ FLORIDA BUILDING CODE (Non High Veloeif Hurcleane Zon4) 2 14x2" S.S. S.M.S. _ 2 1/8'IASJ !2 1/8'MIN.(_ S,M.S. TO�AT I No.44167 czo+:rarEco.We ui BLADE PENETRhnDN BLADE PENEmnoN LOCATIONS SHOWN ON s* ASSA/ BERTHA H.V. COLONIAL SHUTTER DRAl"I en AND TO ADD (2) $14x2" �1fJ ELEVATION ON SHEETS S.S. S.M.S. AT MIDHEIGHi :•O• oe/++/v 3 & 4. n� :• ��` AMERICAN SHUTTER SYSTEMS ASSOC.. INC. 657� DETAIL X (NON HURRICANE -POSITION) =��F•• o !�� �! ECO�N�. .r PBEACK FL,3-U TILM TESTWG R ENGWEERWG COMPANY - KST PAW 204.I, : 71t07 17-216 SCALE: 3/8"=1" S��IYAL ca�`11t ass "' "'¢E'-cooe too Itn 5i,�I,ce `"oxa,ute°D)+�z...zzo��r w:tse+lN:weo,o o u oP wz Na %•.�������� 1YN.TEA A.T�LLIT Sr.P.E. ,ac6a V, "EET 7 Or N FLOFMA Lte./d<+67 �J OR Al (TYP.)� A oR Al (TYP-) Al (1YP.) S.S. S.M.S EACH QF TO E,FAGH Gd - - ---- - ='' _------ -- --------------- (8 SCREWS/STORM BAR). - - =r �' :1 -- =T :-'•, �' I EACH -•': F T P. + ?i CONT. I I _� _ L____,.L_________- _� -__ _ _ __ _ _ ____ -__ _ _ - y � I ----------------- Al OR®(tYP.) Al OR�( -) - -- - , t .'`• - -- _py'1 I ------------ - -- --- ----_ ------- --- - ---�` - ----- Z` --_-_---------------- 1/8' MAX. GAP \ Al OR O(m,.) DETAIL 1 (ISOMETRIC) FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) No.44167 N.T.S C201rRcca °� ASSA/ BERTIiA H.V. COLONIAL SHUTTER M4 *` �rar+Be, ��� /► AMERICAN SHUTTER SYSTE1tS ASSOC., INC. °B/;'/" �(.P t7till :•'�`4' �, �1i..ttEC01HC. _ 4mWISTReasMIE _ WALTE _ \ ►� nwr rcmRe ENGINQRW6 COI/P�Mft PNL Br/G R]SW7 17-216 ^:S'�Nal•ii Gl'1,1 ars cry, IMS &III.1'.sir. w�wee �y 90)432^io6 arx:(sei)xo °Rax:rvc ue: ROMA Lie. 4410 f SfQET 8 Or 14 / I 1/4' W000 HEADER �'� . � 1/4" MAX. REQUIRED MAX. D POURED CONC. OR V CONC. BLOCK WALL/ f 2^ REQUIRED. MIN. MIN. tn E '. (2) 1 14x2• ` j (2) 14x2- � S.S.S.M.S EACH S.S. m.S CH I pro Q(TYP.). { '� ; p TO (TYP.). E)CISTING_� I i GLASS r— I ` (,�ICont. GLASS 3 8"MIN. I 13 r 5/1 fi MIN. {—SEPARATION I �, A OR (SYP.) t- SEPARATION I TO GLASS i TO GLASS 4� F /' I I RN ADD (2) #t4x2- S.S, t ADD (z) g14x2- S.S, t tl S.M. AT Id DHEIGHT S.M.S. AT AlDHEIG I ATQqOR( AT®ORf ) I @Cont. 1 �G�tont. I I 1 .� oR 0 A (te) r- CR C mvi I It i i ; 11 I (2) # 14x2- 1 / F (z) 14x2- ! F SS. S.M.S EACH S.S. S.M.S EACH pT01 EO(TYP-). { ^�j Cont. E)T01p(TYP.). j t (I I 0Cont. L I I EXISTING I EXISTING I i c Ass—1 E GIAS!`� E 1 I i 1 1/4^ nW GAP MAX. GAP p ,� D 2-x4" WOOD PLATE POURTZ ED CONC. OR \ REOUiREO �Q REOU BLOCK tYALLP`A ... - _ �.Nuny REQUIRED. WOOD STUD ® 24" �, I 1 D.C. MAX. REOUIRED 1 }� `� �GENSc�•;� � , ;` ` }` i 1' FLORIDA BUILDING LADE (Non High Velocity Hurricane Zone), I • No.4Q1 VT =17 I TEVO.V1G Y.L * ASSA BERTHA H.V. COLONIAL SHUn R nwx+er SECTION C—C SECTION `C—C F �` AMERICAN SNUTTER SYSTEMS ASSOC., INC. 08/DAM (V/ALL- MOUNT) (WALL MOUNT) � ��' - - �L E C O IrTe. Vr T,,Bc�FL.334407 vcr5' G 1�1 n.Wu ITEST 0.sa;amN01v"b�."r.°oaes° A"i% PnOra (EohaJl-aaa,,ras L981)20D-e�eo 17-216 HURRICANE POSITION HURRICANE POSITION i�ONQL �11 �'tour®-00067i9(���r,-�;a` m.o oeev¢r us n.r eomml we ORanvs t(a 1 SCALE: 1/4" = 1" SCALE: 1/4" = 1" iuiud�r 1 WALTER a muT�.P.E. an mm FLO,=Lfe_ 66167 , SHEET 10 Or 14 SLOCU WALL FOaDN.C. 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O ® (M) rQ a-1 ® c,n} a,1E NY 4SaII'�T + 2.1n-uIN. 2.123.01P• � /� (/t��7 HALE PIXL7PATICH (y) Pomm co'CRETE j,^ B j/JJ RUDE MCTPATON RUDE FE,IElRAI,a1 rSF 1 /'•<D-f +OpS•'NEOt1iZID 0� -- 7.700--- AT$W11 TP. J�GJ J / I `r/ /� — \AT'a RM� i-1.723•�SODi`�O CG3J5t(1)¢) l (2),/a-e TAPW's I.T.ri Butom(Su"rAED)TO 7- /1 { �alA.Cr7f(S(dLGFi1ED I9 wl1S. L '.�.«_T-. __.._� — i v —ezr __. 1_rS-u•_/`'J .Tr..1�u`w..z.'m_^L__—) -�_-'•-Y"-- ! —q MAW I z 1 ,/2'46�.,NPFAAs"D \\ _ _ Ti ! PEY.(1RA1C1N to MyOD ! \`g I —Sol-- — tt)I,i+Z- t2)i1A�/t•_-- T. .aO,•1�..1 f/� •.'�.$95 ti ' - S.S.SN.S. 99]•-: _pL• 1 SS Sa25 (uAu;"ouw ssieusr. ImI� B �I�� VIEW 1 (PA XIjW Z-V-ATION) ;•'y�Q;'�CiEN$�C 9 FLORIDA BUILDING CODE (Non High Velocity Hu cane Zone) C2a,7 TLTECO.rx uQ.44167 ASSA/ BERTHA H.V. COLONIAL SHUTTER AMERICAN SHUTTER SYSTEMS ASSOC., INC. 08/a„E17 w • I L E C 0 mc. A WEST Roans DFm 'Z tCn` ( Q•�GC4`�. `��\/1\\\\\ x Sati7e EB-OW8719 rt mteo p '(8s*Puu BEA n 1340 ar7n TfWT TESTING @ ENG N ¢ N32 204.r% ti x.lol caz 17-216 rNt_ .............ONAI°I�'1' WALTERA IT:,PIE. mica `" S,QCf 1t OF U POURED CONCRETE OR POURED CONCRETE OR CONCRETE BLOCK CONCRETE BLOCK WALL REO'D. ,,, f 1YALL REO'D. EXISTING GLASS POURED CONCRETE OR CONCRETE BLOCK 1 a• _===="a= t/e•Ratc.c:J+ ; WALL'REO'D. lIAX. VAX,GAP r p MAX 1 1 r TYPICAL PLAN (NON HURRICANE POSITION) _� N.T.S. `` _ k �—DETAIL X C t 1/a• r r 1 EO POURED CONCRETE OR CONCRETE BLOCK j�t'' + Eu WALL REO'D. 1/4"0 TAPCONS I.T.W.. BUILDER TO , 1 1 TO WALL. /2 M g F OR (2) 1/4"0 TAPCONS I.T.Y/.2 t/2, 2 11/16" t/2• s/ts' 1 t/2' s/ i i (TYP.) BUILDEX (STAGGERED) TO WALL. C1 (4) 3/16"0 "ALUMINUM OR ® -- O Q 1 POP RIVETS '-- — .t��.-- -- -151 `O F E '' (2) i4x3/4" S.S. ELEVATION Y- (2) #14x2" S.S. S.M.S. AT 1 e'1er1. © S.M.S. TO OAT SCALE: 1/2"=I" TOP AND BOTTOM CORNERS BLADE PENmRAnGtr LOCATIONS SHOWN ON ------- ELEVATION ON SHEET �.ar........,, ADD (2) #14x2" S.S. S.M.S. _ AT MIDHEIGHT S_Y ;�J.` `= -_�_�__ �^"3 Sin\_= ,,.•'�f`R A.Tl(VTJ i �� `,'.�Q,•'�(iEN$LC''.9 ' FLORIDA BUILDING CODE (Non High Velocity Hurricone Zone) . No.44i6T °m"'°"`°'�� ASSA/ BERTHA H.V. COLONIAL SHUTTERCRM, bm * * AMERICAN SHUTTER SYSTEMS ASSOC., INC. 0°%' DETAIL X (NON HURRICANE POSITION) • T E C O 12e8%FSf RWCS DPoY '.� �• - SCALE: 3/B"=1" _eyoJf{ ' e4,�, rllLlr TESTING Q ENCINCERING CCl/PANr �•°8�� 'j o s 17-216 �epo.de I=11-a4.FAIL �,�. .... ' �. �.. css,s.�;� CRazam R.'��iii /11Pj1 FLCC-D.U5 4,6pl 2 1 1 1 1 1SHRT 12 CP u WOOD HEADER, WOOD EXISTING GLASS PLATES, WOOD STUDS !\.i , 2'ldn.EO" 2'Min.E.D. �+` OR 1/2" (MIN.) 1 ---------------------S===a======a===== ., PLYWOOD SHEATHING ----- 1/4• 1/e•LW.caa 1/a- i REQUIRED A OR ® (TYP.) It TYPICAL PLAN (NON HU RRICANE CANE POSITION RRI N.T.S. .�`` �tf }% I A OR (TYP.) 1/2" MIN. PLYWOOD N::&;A1L x J /'��r ri ,/a�11 1.zso• �` !— SHEATHING REQUIRED (2) 2" x 4" WOOD STUDS REQUIRED f I/ ® CORNER (Typ") (2) 1/4"0 TAPCONS LT,1Y, BUILDER Ii' ! j Eo W/ 1 1/2" Min. THREADED /! , o i i 1 PENETRATION TO PLYWOOD ; ;!' ; i �nEQ \ f SHEATHING REQ'0. W/1" EXTRA �; t I DISTANCE PASSED PLYWOOD �' F E ,500 q. OR (Typ.) 2) 1/4"0 TAPCONS I.LYl. ( 1 3/4� - 1/2- I 1/2' BUIILDEX (STAGGERED) W/ 1/2- 1/2 1 1/2"Min. THREADED PENETRATION TO WOOD (4) 3/16"0 ® LUMI NM �O,R OR O (�) f ® ._ ELEVATION Y—Y B -_— -- ---- -% v SCALE: 1/2"=1" Y I E — �(2) 614x3/4" S.S. (Z) #14x2" S.S. S.M.S. AT J 2 a-LI.M. S.1A S. TO 0 AT ��,■■■■"••'•••. elxDEVElarleanot! "tJ LOCATIONS SHOWN ON TOP AND 90TTOM CORNERS _ ELEVATION ON SHEET 9.��' V �. d FLORIDA BUILDING CODE (Non High Ve(ocit Hurrteone Zone ADD IDH #14x2" S. S.M.S. ,------ - _ __ _ Q:-`GEC$ '•,q s r ) AT MIDHEtGH7 A._ -^-- _______ �- �• V F• L c20 Tu1EW,a w Y-- No.4416T = n ASSA/ BERTHA H.V. COLONIAL SHUTTER M., •°* AMERICAR SHUTTER SYSTEMS ASSOC., INC. 08 7-/t7 r , I LL E C O 1e1e. 42CS„W F1010s ME DETAIL X NON HURRICANE -POSITIONl �`4e� T,IlIT TESTUW&ENGWEEPANO COMPANY a`�PA"�A°''n "'� 17-216 _ � Q :' 1� am 1.=.a.s.a ,oam s n,,,u PHONE:(Boo)a2-22w.vac(ZCIpO9-afro SCALE" 3/8"=1" -��C`S, �\111' (QllI ED-"a�oc�i,3(. mr.w o,rz r.... u,c oxAssNG No: `SJONA�- 11�' "FLMOA t i116i axm,s Gr u (2) 1 14x2" S.S. S.M.S E (7yp•) A 09 Al (mr_) — E (TYP.) �--�(1YP_) O OR Al (TYP,) EACH F TO E EACH (16 SCREWS/STORM BAR) �.x. .i.. x TYP —_ v� O t , —'r-•- i,y.__ _?t, >•rv— `'ter yr .rrrrr { ri�r -_io�{.r`�s�-"- ; � .�� ••x.rfr--•s+a---�._;; �.x_' rpr I=t`rrii�� �'ri 1; � rA I. •� _ _------- T1P tl i, s� F, �7 G1 Gl . -) 1 (� i G ( ) 'xx ...... ' __-_- .........•-_`_� _. -_. .-._. .:" mac •_._... \ -�^., � 1/8' LAM. GAP ~1/8- MAX.�GAp. ..1/8" LW. GAP DETAIL 1 (ISOMETRIC) FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) ? No.44167 =17�. ASSA/ BERTHA H.V. COLONIAL SHUTIER ALL * rwrau srt �ffc AMERICAN SHUTTER SYSTEMS ASSOC., INC. '�TE17 42M xW FOAM 0•• p,.. ((� WWr PALU 6FFO6 n_A/o7 Fp .'�';ZJ \ nun 7FSTWC Euw,+Fr:wNe eouPAur PHOl:C(209){l2-22".FAC(651104-elPA 17-216 � a:naA«i 0671 N�,.. m... SWEET,4 of u nnxoA U.4 u,67