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HomeMy WebLinkAboutProduct Approval , colonial uorcun Florida Building Code Online ,\V BCIS Home '; Log In i user Registration Hot Topics Submit Surcharge stats&Facts Publications I Contact Us i BCIS Site Map Links Search i �odda Product Approval p (; 1 USER:Public User rya° Product np{Iraval Menu>Product or Application sea fi>Application Llst>Application Detail 7 k a FL# FL8200-R9 Application Type Revision Code Version 2020 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@eastemmetal.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 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who Walter A.Tillit,Jr.,P.E. developed the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By John Henry Kampmann Jr. Validation Checklist-Hardcopy Received Certificate of Independence FL8200 R9 COI BERTHA HV COLONIAL SHUTTER CERTIFICATE OF INDEPENDENCE.pdf Referenced Standard and Year(of Standard) Standard Year ASTM E 1886 2012 ASTM E 1996 2012 ASTM E 330 2002 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D www.floridabuilding.org/pr/pr app dU.aspx?param=wGEVXQwtDq ishZwcYZU27IA03H9bF8iPkgfbVtnsRQ%3d 1/0 1/5/2021 Florida Building Code Online Date Submitted 10/28/2020 Date Validated 11/06/2020 Date Pending FBC Approval 11/06/2020 Date Approved 12/15/2020 Summary of Products FL# Model,Number Description or Name 8200.1 Bertha HV Extruded aluminum blades assembled together and retained by jambs/headers to provide Colonial Shutter Hurricane Protection Drawing Number 17-216 Limits of Use Installation Instructions Approved for use in FL8200 R9 II BERTHA HV COLONIAL SHUTTER INSTALLATION INSTRUCTIONS NON HVHZ odf HVHZ:No Verified By:American Test tab of South Florida,Inc. Approved for use outside Created by Independent Third Party:Yes HVHZ:Yes Evaluation Reports Impact Resistant:Yes Fl8200 R9 AE BERTHA HV COLONIAL SHUTTER EVALUATION REPORT pdf Design Pressure:N/A Created by Independent Third Party:Yes Other:Large missile level"D", Wind Zones 1,2 and 3,Max. width is 60"and Max.height is 96"for+45,-55 p.s.f.A.S.D. design load,and Max.width is 52"and Max.height is 66"for +50,-55 p.s.f.A.S.D.design load(double panels)and 105" maximum width and 6W maximum height for+45,-45 p.s.f.for concrete and+40,-45 p.s.f.for wood for quadruple panels. back Ne_ Contact Us:*.2601 Blair.Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Cgg fight 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statemenk Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional 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 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 dick here, Product Approval Accepts: © eCtec Credit Card Safe www.floridabuilding.org/pr/pr app_df.aspx?param=wGEVXQWtDcltishZwCYZU27iA03H9hFAiPknfhkftnQRna/ad - - GLNERAL NOTES., NOTES: 1. BERTHA H.V. COLONIAL SHUTTER SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS 8.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO THE POURED CONCRETE UNIT SHALL BE BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2020 (7th EDITION) OF THE FLORIDA 1 3j4" AND IN CONCRETE BLOCK UNIT SHALL BE 1 1/4". BUILDING CODE.THIS COLONIAL SHUTTER SHALL d0I BE INSTALLED AT HIGH VELOCITY HURRICANE B.2) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE ZONES (MIAMI DADE/BROWARD COUNTY). EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO 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 WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED FOR A DIRECTIONALITY FACTOR Kd=0.85. ASCE 7-16 AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS DESIGN PRESSURE RATINGS INDICATED ON NOTE 2. OF THE ANCHOR'S MANUFACTURER. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 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 33% INCREASE IN ALLOWABLE STRESS FOR WINO LOADS WAS NOT USED IN THEIR ANALYSIS. g, 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 WITH THE BERTHA H.V. COLONIAL SHUTTER'S ADEQUACY FOR IMPACT AND CYCLIC RESISTANCE HAS BEEN BUILDING TO PREVENT WIND/RAIN INTRUSION. VERIFIED IN ACCORDANCE WITH SECTION 16D9.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS # 1215.01-06 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 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 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, 12. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT COLONIAL 3. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION UM E 6 ALLOY AND CENTER, WITHXTRUSIONS IN CONTACT WITH SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL Fy= 25.0 ksi MINIMUM (UNLESS.OTHERWISE NOTED). ALL ALUMINUM E BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA DISSIMILAR MATERIALS SHALL COMPLY WITH SECTION 111-6 OF THE 2015 ALUMINUM DESIGN MANUAL BUILDING CODE. 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES WITH 50 ksi YIELD POINT AND 13. (A) THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED BY THIS ENGINEER IS GENERIC AND 90 ksl TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; I. E. WHERE THE SITE 5. BOLTS TO BE AISI 304 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. CONDITIONS DEVIATE FROM THE P.E.D. (B) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION 6. ALL ALUMINUM POP RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL. INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS PRODUCT EVALUATION DOCUMENT, PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. 7. ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (A) TO EXISTING WOOD FRAME WALL: SOUTHERN PINE No.2, G=0.55. (C) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF ALTERED BY ANY — 1/4"0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDEX, INC. MEANS. NOTES: (D) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR A.1) MINIMUM THREADED PENETRATION OF TAPCON ANCHORS INTO WOOD SHALL BE 1 1/2". ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, A.2) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL SUBMIT TO THIS LATTER EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE THE SITE SPECIFIC DRAWINGS FOR REVIEW. BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES A.1). (E) ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE (0) TO EXISTING POURED CONCRETE MIN. (f'c = 3192 p.s.1) OR ASTM C-90 CONCRETE BLOCK `y,III11171C�J�P�AFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. 1/4" 0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W./BUILDEX. ``§"� K", T, FLORIDA BUILDING CODE Non Hlyh Velocfty Hurricane Zone) �1:'' SF' 9 czo2o mecca.Ina ASSA/ BERTHA N.V. COLONIAL SHUTTER THIS DRAWING SHALL ONLY BE USED TO [d0.44167 = AMERICAN SHUTTER SYSTEMS ASSOC., INC. 7/e/202o * E C tNc. 0i1� OBTAIN PERMITS IN THE STATE OF FLORIDA �2ee wEa,vacs DRIVE? ? ¢= WEsr PALM eUM IL aa/07 ,p•.. STATE OF .tV c TI11AT TESTING Sc ENWNEERINa COMPANY uv A..xn a s..m vAvu wAma.n.u,a Pxoxc roao)az-z2ca 20-170 A :(+mm,-,am FA):(5eg2c2-exo oRAmxc N. a-ooae7ls ..r. _.. �. o�, Qi F�n•'• ... •�\G' ��� WALTER A n X J'.P.E. aD n-fu > ■ ��/ V !",c A•�G ��� FLORaxl Lfc 6 44187 SNIET i a►it In111r11111111H\� FOR WOOD INSTALLATIONS W1 0 ,45 R UR ro SoK CWOANLCL & BLOCK LO STALLATIONS W/ —I .213" in ;p —071" .078" :h.030) o.045", 0 3 (.625" (TYP-)— + Gi cls It o cq 9 y 1 2.375" in (FOR WOOD & POURED`-4 ~.240 CONC. OR CONC. i i I 1.625"-, 1.700-------- 91P, BLOCK WALL) I I I co 324- 2.125- (±.020)--- 2.000' -.6EIO" o- A LOUVEROUBLE HINGE I & BOTTOM AIL JAMB AIRFOIL OPTIONAL B FLAT HINGE 'k �-2.0'00----- --- BLADE LOUVER BLADE TO A 60 6 Alum- 6 �A.m- -1 6063- In. Y 6063-T6 Alum.ALLOY OY LONG. UBLE HING VIEW 606 T6 Alum. + 0.375 .550"- .620" f ^% '�MOOTH -I r-0.500" ol�l EXTERIOR 0 o T H Min. LE 0 100 2 S.S. WIRE SNAP. i'Y"s 3/8,0-16 in STORM BAR TYPE 1 iiKv. SAFETY PIN � to* [ Pz-z-- —T a i! 7- I--1.250'--� 511- [:�.500 .53W FRONT SIDE VIEW .620" o in OF cq H.V.6063-T6 STORM BAR CLIP S.S. HINGE ISOMETRIC j N.T.S Alum. ALLOY W Z LOCK T. 2 1/8" LONG. STORM BAR TYPE 2 S.S. H.V. SAFETY PIN in ci: WZ 2 S.S. WIRE SNAP 875" COMPONENTS. 21�- SCALE: 3/4". 1 Cr _j"' - W .O 7,Izz FLORIDA BUILDING CODE (Non High Velocity HU cons Zone) W bUl \r v BERTHA H.V. COLONIAL SHUTTER.437" NON HURRICANE DItAM In, .250" No.44167 BRACKET ANGLE AMERICAN SHUFTER SYSTEMS ASSOC., INC- ?16A= 424B WW RM WVE GAM 11 1 Z4"O-2OX2" S.S. HEX HEAD 6063-T6 Alum. ALLOY z IIILIECOinc WEST PAW GIAW.SFL 334M STATE OF C.INGINURIKO COMPAW pHmm �=��(=.331 FA*(wt)"l-aw 2 1/8- LONG- 20-170 BOLT W/DIE CAST ZINC NICKEL • cRAwm N= WnTW 1,Pr INGNUT nIRDA IF,44167 SHEICT 2 CF 14 PLATED WASHER ,S+©OR �Cl) +@(6) REQ'13 ALWAYS TYP. wow HEADER MAX. UNIT WIDTH.----- 30" MAX. UNIT WIDTH.--------- F=U= 1/4" 1/4' c 4)5) A. 10 0 I 0 01 J PLUM CONC.OR 0 0; CONC.BLOCK WXL 10 0 R-iiR M­ 2' 2' Nam.. JL_ MIN. IV 111 III: I Lo GOL31 REQ'D. F (2 EQ'D.-`7. 1412*-- _a4 - ALWAYS TYP. DET. 1/8 WAYS R L2 I XS EACH 6EA�_ S TYP. C-L !oil 4 110 H o I u--;,N j- O(TYP.) -(A'OR I&C-J i -4.-®Wwa G Dome A CLASS Ld _y I �J' loll 6 101101 to 9 (0 3 1/f ITN. 1 31/2 rma - f-SE.PAPATIM TO GLASS To CLASS J ADD!2 114 5L Glut. AM(2)114x2-5 6 o OR@ (TYP.) UA16i "-,Xt OR@ cm 14,2'0 0 J (2) 1 S OTOS.115 EACH F WAYS !I _N (Daw.). WAYS TYP. DOM;---I OLL 0 C? cuss 1/4" oil 01;p 1101 1 MAXG0kRKT---:j.'- I MAX W 1K __._u=_ -.-- u I f- ­1 111 u- B/5 2' 2 A/i SIMILAR E; AT� -- M ioac M�- -" -" 0 10 Lrr 0 f %DQ%TE--- -000 WOOD S=0 24 O.C.g=MAX c No 44167 SECTION C—C SECTION C—C Z- 'W MOUNT) (WALL MOUNT) MAX. WIDTH.------- POSITION HURRICANE POSMON STATE OF z- SCALF_-1/4--v SCAM-1/4'-I' TYPICAL EXTERIOR ELEV. DOUBLE PANEL FOR WOOD OR Q FLORIDA BUILDING CODE on High Valaft1ty Hu an* Zone) (HURRICANE POSITION) Ciao TtLaw,240. ASSA/ 85M H.V. COLONIAL SHUM ,wN M.P N.T.S. AMERICAN SHUTTER SYSTEMS ASSOC., INC. 7/01-0 4263 WEST ROADS U;M OATE- 1m en WEST P ,' 4A_XW_Li"-S.Q. DESIGN PRESSURE RATING —5 psf. _GNIJU 20-170 OPAWING CA-00001"L GALLOTMRI FLDA'r, ""t IQ+©OR 1 C1 +@(6) REWD i ALWAYS TYP. i----------30" MAX. UNIT WIDTH.---- - ---30" MAX. UNIT WIDTH.----, I� �C Vl 1 I .—__..... 1/4. f o o ° o no 3 REQ'D. MN. Fi ALWAYS TYP. -DET. R%8_- _ F (2) EQ D. ' (1EAcri : WAYS TYP. (za 1a.z w ( (TYP.) 9 ° o ;�b 0-1' ©� A OR A7 ° `� p OR �OR At (TYP.) O (TYP•) � 0 CLASSto ' M I—SWARAMN 1TO GLASS SIN �1�14a21Q S.&I •�G�Cont j Q11 I O O O O _ _ _ _ W '•___..-.... ___.�____-_ -..Ali i......_..._v.__.�._ - A PO p g _f___"^__1•_ ) COP) .—.------- --. —�F) r j ;; r -- F (2Y REQ D. �— — -t W S TYP. oasnxG� �I a o o f i o o o o'� ° = f c1Ass I UAX C6,coM ,,nlp�lf{ILt��j/��i,� SIMILAR W � �- :.---- Ems'--- \��\\:;,;�:��,,; ,-0 � @ '• Nse 8 5 I Aug q�5 i 5 \ a :• �. 44167 MIN. ALL j t-- - -- = '�/ ,o STATE OF :tea h o o `p ° II I i ° °i SECTION C-C ,,o,�� FCORID?�G��: ® eW � (WALL MOU HURRICANE POSITION /�/11111111111111 1, SCALE:114 . I' ------- — ---------60" MAX. WIDTH. ------ TYPICAL EXTERIOR ELEV. DOUBLE PANEL FOR CONCRETE BLOCK. (HURRICANE POSITION) FLORIDA BUILDING CODE (Non High Velocity Hu an* Zone) ___ __ -____ _- N•T.S.V-- -- - - - --_---� ozeza Timm.nla ASSA/ BERZHA H.V. COLONIAL SHUTTER murm BY. MAXIMUM A.S.D. DESIGN PRESSURE RATING = +45, —55 psf. i AMER4CAN SHUTTER SYSTEMS ASSOC., INC. 7�6rwm IL E C O INS.-__--.----_..---------•-- -- •-----..-__..._ ___._.------ .._ __-__--_ _.__.. I °"V_ 4z6e WEST r ROADS GRV WEST PN REACH,FL 33407 TILLIT TESTING e:ENGINEERING COMPANY PNONF,(600)432-220{ 20-170 ttff eft.]62 3l.5LL�!.Vlapl Q n JJIOE FAX(eI GA-000871e7 )�-0]60 GRAWNC b F ORMA e%4416 C uO n-TCs /y+7P . .SHEET S1 OT T4 f C ;�TR '4' REIO'D ALWAYS Typ. MAX. UNIT WIDTH.-- MAX. UNIT WIDTH.- WOOD WADER c RE0111RED tttt io 0 0 0: MAX. io 0I i 0 ol -- ----- PO COVr-OR Im-mocl�__ 0 2 2' MI MN. i 11 ia DET. 1 • -4 @ L !DALWRA�_ '�'k OR 9 owl OI EACH S TYP. -4 b 11 oll 0 4(TYP.) SEPARATION < F- S2 TO CLASS -iOC-L A Sm LLI m X G Alq�'A OR o 11 ol V U (2) 1AW SIMILAR S.S.S.M.S EACH `I ; ;-� OR OR (TYP.) <(Typ.) 01010ow.l. W5 51 B75 i A75 0 1/4- Ei I MIX I MM GAP --At OR MIR) F_ 10 0 lo 0 2' MIN. CONC. WOMRID. 'MO 2'k4* PLATE-1 ------52" MAX. WIDTH.---- m REQm WOOD STUD 0 24"' lily O.C�MAX TYPICAL EXTERIOR ELEV. DOUBLE PANE SECTION C—C REDUIRE) 5=10N. C—C (HURRICANE POSITION) HURRICA(WALL MOUNT) (WALL MOUNT)NE POSITION HURRICANE POSITION SCALE• t/4'-1. SCALE,t/4--1. N.T.S. —--—-------- :MAXIMUM A.S.D. DESIGN PRESSURE RATING = +50, —55 DSf.1 lifiNtwl"I FLORIDA BUILDING CODE (Non High Velocity Hu Cana Zone) ......... up 02M XTECD INC. ASSA/ BERTHA H Y. COLONIAL SHUTTER DRAM BY. . AMERICAN SHUTTER SYSTEMS ASSOC., INC. 7/91202. No.44167 I L E C O 426 9 WEST ROADS DRIVE DATE WEST PAW BEACH,FL.33407 TTLUT TESTING Ot ENGINEERING COMPANY P"OfQ 4100)41�-= 20-170 L FAX_ )I_ STATE OF ZZ CA-0006719 m.r I DRAPING NO: WO TO A. F-1LORIDA UMcWJ 4J4'.l6p7r- SIM 4 Or 14 N AL � (2)2°x4°WOOD POURED CONC. OR CONC.,YJj STUDS REQUIRED r'•.` '�_ -� ri BLOCK WALL REQUIRED. r/ ®CORNER (TYP•) j EXISTING GLASS. ED 2.70 3'Mtn.E.D. - -___-^--------'----------�. �- 60 IF9 -, 2.125" MIN. � �o DE PENETRATION o 0 II,Ull RA EQ-- 2.725"MIN. -NOT HED Q AT D RAIL BLADE PENETRATION A m 2.125"MIN. 2.125"LAIN. ---'--- _ A7(�RAIL„ "+ BLADE PENETRATION BLADE PENETRATION � '•1 ; - - -__ f i: ri'r11� i'/ii'%/,• r®` MLL~ • r 500'-=,7.729'---5001- (2) 1/4•?,TAPCONS I.T.W (2) 1/4"0 TAPCONS I.T.W.L.BUILDEX (STAGGERED)TO- ___ WALL. _- __ BUILDIX(STAGGERED) 9/ ^-._______ _ —__ 1 1/2'An THRAD PENETRATION TO WOOD "�-~�•�_ /` _ t 0.125 .'� (�74x2"S.S.S.M.S.AT TOP _� (114x2'S.S.S.PA.S. AT TOP MAX.GAP-f AND BOTTOM CORNERS ADD (� AND BOTTOM CORNERS ADD (Zj O O"- B (4) 3/i 6'm #14x2"S.S. S.M.S.AT MIDHEIGHT 014x2 0 'S.S. S.N.S. AT MIDHEIGFIT i/(4)-3/76" `••I J SECTION A-A -ALUMINUM POP RIVET B ALUMINUM S POP RIVETS SECTION B-B AlSECTION B-B PLAN N.T.S. 2.725' MIN. (�'�•) 2.125"MIN. POURED CONC. OR ® (IYP.) /; A OR OR CONC.BLOCK BLkOE,PENS=1 PA710H W REQUIRED. ({�q r- "• "_.__4 2.725" MIN. 2.125` MIN. _ENLTRA'IION H 2)2"xR WOOD -' '� NOTCHED(��OA 1 1 rTUDS REQUIRED !"- L BlAOE PENETRATION BLADE P-cMETRATION NOTCHED'- ,� I }500(-- - 2.70'._...._--.500'� AT�O RAIL I --. .- ; --1 1 `i AT®RAfI - `1 BLADE ^ 1 �-�500'I--1.729"--500� ID CORNER(7YPJ 1 _ 11 I1 I .o o 1 N "-. 1 � 4____..--.___rz _ --_- F-`-___"____-__ IffIIr�N� y`e• tl - _`_- ''a � -'.q -ii-�• !' f :fs-�aa{sap NF .�v-__---__� L--___-_�-_J-�irsergrggaa� 13.-----u------ 0 a v i 1 1 i -;_ f 1 11 I L-(2) 7/4"0 TAPCONS LT,tY:�o LDEX o (2) 1/4"0 7APCONS- } �7- -- --_-�'-------- --'_ -'� --^-- ` i - ---�__�.;�y 6t.. a:P- 1 �I i 11 1/2"Min..A H£AOEDir/ a - cv I.T'.YJ.auILDEx m ���- r '° , �rer; .. „-�aaa-iSanSa+"-' •,•`•• _.. I "o�_ / ._ r�=�� -.� H'.,f� - -" lime; I I P (STAGGERED) TO VIALL. I uau t". - '---__ate ------ _ - �i•±-' •••••,•`�'` _ _ .a = wX I 1 ENETPATiCN 70 WOOD I I lr- - - °r. �,..'^. �2)-#14x2"_-� �`' (2) 4x2 -; .895,J--" S.S. S.1AS. " S. . S.M.S. .500 . .500^ (4) 3/76"0 ALUMINUMA O ALUMINUM ©-< i1U"Ib1PIAd't"t{�A� BUILDING CODE Non Hlgh Velocity Hu no Zono) POP RNETS VIEW 1 (PARTIAL ELEVATTQjt���/j.'�•.,, tars 0 Q\N.. -'E� •••.d�:f G7Am m1Eco Aa ASSA j SMVA H.V. COLONIAL SHUT M aRAw er: Ste: \G Str '•. AMERICAM SHMER SYSTE11S ASSOC., INC. 7i1imz4 • j0.44167 I� E ®1qC. 42W%YEST ROADS DRIVE DATE' '• ;�C•� %VEST PAIR rZACN.iL 33407 • TILuT 7ES11NG A,ENGINEUMIG OOUPANY PNONE:(EOO)"2-2204 20-170 am r n.��4.Sv.]07.a'AFlaA tFxtEns rt z3'm Mx:(661)209-MEO �. STATE(1 F '�= ha"e DLljAI-ISLa. LiAN1 .�; II-1a1cn-vcDEivs In.. �a ���:.•FL�C"�) h•,-\`: Mum A TRUT 11.P.E. —n-iI. a i Q nDR.=Ua a M167 Snur 9 OT 14 �. EXISTING GLASS �� 1 1/2'^ --- 3'b1in.E.D. � - •Y Ufin.L- 1 ' POURED CONC. OR / E.D. CONC. BLOCK WALL ----------------------=-Jf� _______ REQUIRED POURED CONC. OR / -CONC. BLOCK WALL 1/8•MAX GAP 1/4• �// ! �%� .� „ , 1. -- �O OR ® (�.) L / i/% •/.1.�'% % %i/. f /fit% REQUIRED. — gxz ITT, 4 I_---_i_--_ --___ 1 1 Q I I F III /r.� I `�'�♦♦� I TYPICAL PLAN (NON HURRICANE POSITION) `` OR N.T.S. — �� ----- r% rOj ,♦♦ ) (TYp.) -- --- - -DETAIL X I—n, i�/f, 1 �♦� I EQ EQ POURED CONC. OR (2) 1/4"0 TAPCONS '�� t , i ♦\- ��\ CONC. BLOCK WALL LT.W./BUILDEX TO WALL REQUIRED. f (2) 1/4"0 TAPCONS-- 7•Min..._ l I.T.W. BUILDEX TO WALL. E.D 1/2 OR (7Yp.) (2) 1/4"0 TAPCONS,` t —2 11/16- 5/16'-�1 1/2'�-- 5/tfi• ,_•�1'''y;J.. „•i 1 i I.T.W./BUILDEX -.-' 1 jz• ijz (STAGGERED) TO WALL. \ -Ct (4) 3/16"0 D t/22-ALU ' i PM INUM OR PRIVETS cryp ©' T ELEVATION Y—Y SCALE: 1/2"=1" - ---- •-------� `\_(Z) #14x3/4" S.S. (2) #14x2- S.S. S.M.S. AT—,•'J 2 1/8'MIN.;-- -• 2 1/8'MIN.;_ S.M.S. TO®AT TOP AND BOTTOM CORNERS BLADE PENETRATION BLADE PENETRATION LOCATIONS SHOWN ON y�II ADD (2) #14x2" S.S. S.M.S. ELEVATION ON SHEETSt\ ;r�[/T���iq� FLORIDA BUILDING CODE (Non Htph Velocity Hu one Zone) AT MIDHEIGHT 3, 3A & 4. `���Qr;• CtNs •./'P�� ozazo TRTCCO,ctc. ASSA BERTHA HV. COLONIAL SHUTTER °P o&AM BY. DETAIL X (NON HURRICANE POSITION) ATdETSCAN $TIUITER SYSTEMS ASSOC„ INC. �r6r2Dm 44167 No. * *= IL E C O�N1:. WEST 42 8 WEST:D nD r �� SCALE: 3/8"=1" `'-- nutr TESTNG&KNORNEERING COYPANT �� :¢'S aRT xr.awa s,.w.m.,Tau Gmm n.a,p PHONE.(800k32-220! 2D—�7� STATE OF FAR:(O61)209-6l60 y,o S k.. ,>„ CA-OW6719 m.r oco,o• ae ay.r ®� ous DRAWING Na: O FLOA10Pti�� WALTER A Tow Jr.P.E nx na,. nn® �i� ♦�• FLOfOM LE/44167 , 61[Ef 6 l4 �' '•� //I�i ;' EXISTING GLASS r X _ _.11 � �f. ',� WOOD HEADER, WOOD f2'Min. E.D. 2'Min.E.D. � ,. wJ ��- ---------------------- ----------------------- l i 1 PLATES, WOOD STUDS ------------------------------- 1 --------------- i/ OR 1/2" (MIN.) PLYWOOD SHEATHING 1/8'MAx. GAP 1/4. :. =:\ REQUIRED I MAX. :i \ \ LTr ==—^��-__—� t 1 rf i '•.j I III I I '•��`C• I TYPICAL PLAN (NON HURRICANE POSITION) !; 'i ;: ;; /I'I:f I� �O �` \' �P) OR N.T.S. �. ,i f S F' `, III 1 --- DETAIL X L l-' IN / I!I `. i `� EQ 1/2" MIN. PLYWOOD !( ¢ t .,;"q -=��-- -; i. tJz' I 1 t (2) 2"x4" WOOD_- r—'SHEATHING REQUIRED / i 11 i ! !!I I 1/2- t l�^"<•, 1 EO STUDS REQUIRED f t ® CORNER (Typ.) ;,if /,'r / '%�� .•`%/ ' f i, (2) 1/4"0 TAPCONS I.T.W. BUILDEX _ 1 ; i` ;r!j! f!' - { `•. --W/ 1 1/2" Min. THREADED / O r'I'• / PENETRATION TO PLYWOOD SHEATHING REQ-D. W 1" EXTRA DISTANCE PASSED PLYWOOD 2 1/2•.---; OR A (2) 1/4"0 TAPCONS I.T.W. J' I ! S + MIN.EMBEDMENT BUILDEX(STAGGERED)W/ % "`I% \ - ;BEYONDIPlYW000 (TYP.) 1 1/2" Wn.THT-ADED WO PENETRATION TO OD — f/ t •.....I�i ,.3/4- 2':• 1/2'--11 1/8'!1-t1 1j4. -p ELEVATION Y—Y -© (4) 3/16"0 SCALE: 1/2"=1"z•_ F 8- !rALUMINUM OR POP RIVETS i Q f -. -•- - - _- ---� -------- ` (2) #14x3/4" S.S. ``,� �11i111111�11(`/A����'' FLORIDA BUILDING CODE (Mon High Vdocl Hurticano Zone) (2) #14x2" S.S. S.M.S. -'` 1 2 1/a-MIN.I_ ( 2 1/8-MIN. S.M.S. TO®AT H•.",..• J J cams mttw,lxc ASSA BERTHA H.V. COLONIAL SHUTTER up BLADE PENETRATION �_ BLDE PENEMM LOCATIONS SHOWN ON �: \CENs�•.'D / DFAM ar AND TO ADD (2) #14x2' ELEVATION ON SHEETS r _ S.S. S.M.S. AT MIDHEIGHT - AMERICAN SHUM SYSTEMS ASSOC., INC. r/s/20t0 3 & 4. No.44167 I(, EC O 4268 WEST xoAW MM DAM' DETAIL X (NON HURRICANE POSITIONS 1JT TESTMO ¢ENGMEERINO COWAN► Wcsr PAu,eTAex n 27AU7 * acmm..mxr.coma,n a,a. rxOxEr(6001Au—m 20-170 STATE OF °?'P 4 c+mm,-A.rm:t�mr,-"w" rAx:1se112aretsO SCALE: 3/6"=1" "p• '�-'. U-0006710 ar.0 ooa„n auc ... ,ea,m sus m7Awmc Na: �fc'.FLORIOp kf WALTM A.TTIJ.wr Jr.RE an,..,. SHEET 7 or u �W�1W1pn..1.Ai.H1t1�1\� +@OR +@ (8) REQ'D. (8) REO'D. @+ OR +UH ALWAYS TYP. ALWAYS TYP. ------26" MAX. UNIT WIDTH.--i r-- MAX. UNIT WIDTH.- 26" MAX. UNIT WIDTH------- MAX. UNIT WIDTH.— C'/l pv/10 i to 0 0 of o of 0 of 0 0 Fo-. 10B 8 f -0 b_.-ALWAYS T Y DET. 2/14 I i @ 0 C, ET. 2/14 _2 ALWAYS- TYP. (3) REVD. U REQ'Dz ALWAYS TYP. V 41 EWQ. �R A 5 S TYP. % --fVWA) Fo TYp. i\,o I 0 of jIt /14 %- - — -—--- -1 .p_o- EACH —1I - - -- -- �-q(i. 'ji- —__t ___._..—_`-T-. _Y---o _j CY DET. 2 (D(TYP.) OR -- OR @ (")y R OR@ (W-) CAI _Z:�O @ (Typ 6 ol 0 0 P 0 p T- r- 6-- 0 — xd 0 - 01 0 0 0 E LT EI'/l 1 B-71 I 10 Nuv \A 711 D'/I I D, D'/I 1 A'/I I 0 E j, 10 1 ;0 0 o of 10 0 0 i o c a 0 0 o i /IE (�) OE EIf cy I j>C' 0 fi L 041 -------105' MAX OVERALL TYPICAL EXTERIOR ELEV. QUADRUPLE PANEL \-\Z EN FLORIDA BUILDING CODE (Non Nlgh Valafty Hu coins Zone) No.44167 —0 Ewa ASSA/ BERM H.V. COLONIAL SHUTTER (HURRICANE POSITION) N.T.S. STATE 11LIE C 0 AMERICAN Nunn sysums ASSOC.,-INC. a 20 INC. 4263 WW RO OS OWE Dare * MAXIMUM A.S.D. DESIGN PRESSURE RATING: +450-45 PSF FOR CONCRETE OR 3uw lutilu"... T TEESMG&ENCT WANG MOM - -170 20 Ox. CONCRETE BLOCK WALLii CA-QM719 1_409—i=1 * MAXIMUM A.S.D. DESIGN PRESSURE RATING. +40,-45 PSF FOR WOOD. WLTM A. PX- MCMA LN&67 WOOD HEADER 4" 1/4" AX.m REQUIRED MAX. CONIC. BLOCK ;VALL//", REQUIRED. 2" 2" 'Z'X, -K POURED CONC.OR g/'�/ MIN. [3k] MIN. E, �F, u IT (2) 14x2' (2) 14x2" S.S. S.M.S EACH S.S. S.M.S E5ki3H (D TO (TYP.). (b To (9)(TYP.). EXISTINGL__� EX15nNG IiFIT CLASS I Cont. GLASS -1,0)Cont. 1 3 5/8' MIN 3 15/16' MIN. t__SEPARATION SEPARATION OR (TYP.) TO GLASS OR & (rM) I TO GLASS ADD (2) #14x2' S.S,,'. ADD (2) fflqxZ nn 5.�� -�A S.M.S. AT MIDHEIGHT_ S.M.S. AT MIDHEIGHT AT(Z)I OR& ff 7] AT(Z)I OR 1 I I Gl Cont. ;I'Cont. OR @(TYP.) 0R_OA (TYP.) 4 v (2) # 102" CF P (2) # 14x2---- S.S. S.M.S EACH S.S. S.M.S EACH (E)TOO(Typ.). ..... (DTO 0(TYP-). - TC..t �Cont. iq nT I MF ;.........VNGEN .... . G 44167 EXISTING f 'EX GLASiISTING GLASS 1 1/4 V % STATE OF MAX GAP 4- MAX. GAP 2x4" WOOD PLATE REQUIRED POURED CONC. OR CONC. BLOC* WALL REQUIRED. WOOD STUD 0 24"__ D.C. MAX. REQUIRED FLORIDA BUILDING CODE (Non High VolocIfy Hu cons Zone) ilk 02020 Tlum.M ASSA/ B9M H.V. COLONIAL SHUTTER M.1:iM SHUT TER ASSOC., INC. SECTION C-C SECT ERIC -C /-T-IL-TE_C01; 42"MY ROAM WHIM DAM' (WALL MOUNT) (WALL MOUNT) WAY PALM BD=.FL 33407 TILUT TESTING&ENCINEERU40 COMPANY RIM 2-22U 20-170 HURRICANE POSITION HURRICANE POSITION ; ML I -ama Ra TLU i tmnm+ DRAW=t.A-MOV19 7n.1 I— SCALE: 1/4' = 1 SCALE: 1/4" = 1" LIPF 0,. . EQUM 0 CORNER(T1P) � POURED CONC.OR CONC BLOCN WALL RCONREO. !DUSTING CLASS. ! i / p1 Z� 211D•1lILL 2125-mN. 2.125•mN. lilt RUDE 2PENETRAOON 2.125•AM 2.12Y EON. NOTCHED 0- BIAOE PENETRATION 1• , p. j. r^AT�CN1 BODE PE7R7RATION eUOE PEl8ff7ATWN yy++'p 2.125-YM. 2.125'mN. eIADE PkNEIfNDON �E PtTh7RADON AT®RAT. - _- �/ _ �p�! ; 9 BADE PENETRAMONN SLAOE PENETTTATION ®~- - %/ Jjr•?J�j r/ `ii% E' / / I - 1I �"N�t+P L`='1 • � )R I ! (z]1//•o TAT'CQNs Lrw.t .-.�.. ' `--`m`e^-� _.y.-...�.-.. _.._-_ --- .. �-..._ -_7p:�� :t.TZB' BNLDFX(STAGE )'TO f J. l \. (2)1/1•e TAPOONS I.T.W. 1;__ '�." r._ a- �e,.".m.,N;;:1 m... =-¢ G :.:�i1 {"r_' _ _ _ :.�;S�.t_SSa+Lont: �. —_- - WALL --_ _ _ - j'- _ BuaD[x(srAccERm)w/ 11 2 Irn.TMRWW PENETRATION TO VOW 11 ^•-(2)/14a2•....i' -1 L-dAX-VS (2)8TIa2•� \ tq ©1 / 1(2)/14a2•Ss.SAM AT Ti1P '\.1 T.�' (6 y/1B'e J sS sLS. $s.s.1G5. . {tea /(2)/1412•S.S.SYS AT TOP I (1)3/IOb4 •'` ~ ��ryJ _ AND BOTTOM CORNERS A�(2) �,� // ) 1 3/16•C�� t�• AND WrTOY ADD(2) µ�UYJ _./�1 (1)AL NUNUE,1 /Ua2'ss 511.5.Ar YOFIEK@R -.( 1-' FLUmNUN ( TfII SS sYS.u mpflGlD Lf1J POP RIVETS rg PDP RIVETS EA SECTION A'-A' PoP w Ek'��-; i POP WYErs ,`® SECTION B'-B' SECTION 0'-D' SECTION D'-IY SECTION B'-B' Al PLAN N.TS 2a25-EEN. -�@OR ® c a }W OR ® (tea . ���� 7.125•YfN. POURED CONCRETE want PENETRATION � r\FJ 2T25-WN. 212y'mN. ( n B ��• RUDE PENEDYTION l2 2'i 1'MWO OR RED COON I ."L,C)_ re G-� / . I BlAOE.PEITERYDON BIABE FQhTRAT10N `E O 1 Q 1 _-. ._ ) OR CO CED._ __ i ! N6TCiftD m ' _".__T1P._ -.IYc'.-__.� ! 11 - 1 snros RED(Tm REOD. SOD'- a2aD----ISCO= 1 i� AT ljfi R/8 TTP.j-. -1 / I !/ -�sao^ 1.728' SOD• o cORNElt �� Le - —=a F_u��_.I I I I .I: -. _ i cT I I I ,J- ' _GW �I J r. { 8)A➢F%(STAGGERED)TO i g I I 1 T ! i - 4 I I{ >§ fz)1!1 e TAPcoxs Lrw. PENSIwmx EX m�)w/ a n autt I = =f " .T.11r ms�o --- - \��(/l. - ,L"._i sas•�I--�`�`11 at ;�' ;:--Y.eo)�I -- .o)I14a-,�-` —'f i. (2 I . I. ... -. .: -' .500'. ��D Df tspp•.- .asa• - _ __ s.--sus.. •+i ----.—._- ------- --.-s ..%14s. ;DSJ- .BDl1�.(+(2)dN,z�/•'- s00•.. .!°°'. • --- ss (4)7ALU!@mYJ C ,. �,1.<z)/uu- i AUAiRaN i--O SS SINS. _ O-. POP T6,�,5 8` VIEW 1 (PARTIAL ELEVAT ON) POP wars "'r�11f 11jjIII t 1YlpAA T/(���.��� FLORIDA BUILDING CODE (Non High Velcafty Hu no Zone) „ .. O= EDO•two. ASSA/ BERTHA H.V. COLONIAL SHURER TO.T OPAM BY: "�� AMERICAN SHUTTER SYSTEMS ASSOC., INC. 7/ No.44167 8/=4DATE: 'MUT TESTING t ENGINEERING COMPANY FROM(M)432-2za/ 20-170 C/ : .,. STATE OF an!.a xN s.sh m wp61 fNms n wim PAn s11 euo •�• 1m.t OO1W1-Taw.Fm:fT0l7Sn-la)1 v2 ' O rw GGD6TIs m.. �m oa �® nQ DRAwDm Na /C'' G WAM A TIWT Jr.P.E. qn tr_aI� /��FS'•..,,, •'G\``��` FLORIDA U./44167 SNEET 11 OE 11 rAll Af l l I I l 111 111 N I I�� POURED CONCRETE OR POURED CONCRETE OR - CONCRETE BLOCK r- CONCRETE BLOCK n I WALL REQ'D. WALL REQ'D. •1Ln �- ---f i 3-Min.E.0� EXISTING GLASS POURED CONCRETE OR /j -----'--------------------------------- -------------- j ` -- CONCRETE BLOCK j 1/4• 1/4' t/a•uax.ceP 1/4• / % / WALL REQ'D. MAX yl ff� ��ff�f��f. ^r= .='=`_ {yew .=_- PYFE-'.'�__�= �m"' -- � ♦ OC i 1 � ID TYPICAL PLAN NON HURRICANE POSITION) _ _ - - '♦:� ` N.T.S. ,��` _ I r - i '\::�. ,� --® OR (ypJ \�q_�-Dz'tAIL X (a,.;-1 1/4• i '\ :.. 1 ! ! 1„ Ea POURED CONCRETE OR -~ ,i CONCRETE BLOCK - -- - I !-�o WALL REQ'D. (2) 1/4"0 TAPCONS I.T.W. BUILDEX ! TO WALL. ORO `1 L (2) 1/4-0 TAPCONS I.T.W. - 2—z 11/1s"—'�/2, s/t6" Jt t/2'L s/ta' BUIILDEX (STAGGERED) TO 1/ D (� (�) WALL. -C1 (4) M0 ,-ALUMINUM POP RIVETS I O ® — _a __-- N\ (2) #14x3/4° S.S. ELEVATION Y—Y (2) #14x2" S.S. S.M.S. AT _ %(Z.1_a_MIN� — ,� S.M S. TO®AI SCALE: 1 j2"=1" TOP AND BOTTOM CORNERS auwe PENtZRATION "OD._ LOCATIONS SHOWN ON I___�_ ELEVATION ON SHEET 9 ADD #14x2" S.S. S.M.S. I r `p1UtN1Mn�1111,,� AT MIDHIDHEIGHT -== `_____== q 6R A.T/ \CFN FLORIDA BUILDING CODE (Non High VdocIty Hurricane Zone) eTGTo nuu.wc. ASSA/ BERTHA H.V. COLONIAL SHUTTER No 44167 � DETAIL X (NON HURRICANE POSITION) AMERICAH sH1iTTER ROADS Ds Assoc., INC. T-OAv-O �--� ' * * IL E C O rN�. u���GpIYE a,E / JX�%C-P� STATE OF +MT PAW�•ti� SCALE: 3 8"=1" o'ex F @ TIWT TESnNO&ENCRU33U/G COMPANY pNGNp(OCG z_�O� fir C am na�.a m.rm.wnw r�,mrs.n a,w 2G—t 70 -m.rm::(]W7�lI-,'+T, ux,<aetJtw-tnm ''•,4�SV�•••••••••NC?\.�```` t4ALTFR A.�IWWJTf1Jr.P.E ar m®nn CPAEnriC Na yip ANAL E 1�t`` nauw L o N1e1 , slsEr tz GP Ea ,iI WOOD EADER, WOOD PLATES,WOOD STUDS EXISTING GLASS ! . 1 '\l 2'alln,E.o----------------------------------- -----------2'MIn-E.G� / f �� - 1 PLYWOOD (MIN.) / I / ./ 1 _ - REQUIRED VQA OR ® (TYP.) 1/4 it -- --- - -- - ---.f' � te Ipo�ecq �a� �� / � 1111 / ! r �% ..\ it irrl TYPICAL PLAN (NON HURRICANE POSITION N.T.S. OR I ,,,3• 1/2" MIN. PLYWOOD _ `-DETAIL X !✓/ '% jl // (2) 2" x 4" WOOD -" SHEATHING REQUIRED f / 1 NIN.,- STUDS REQUIRED O 11 � ' /! ,,�� ® CORNER (Typ.) V/ ,// .'//j/' / ! /"/i 7/ //// (2) 1/4"0 TAPCONS I.T.W. BUILDEX /! �I I ' ,»-q\ I E{ _ -W/ 1 1/2" Min. THREADED -i PENETRATION TO PLYWOOD /' r� j' J/>j( I I �� 1 -_ E0 SHEATHING REQ'D. W/1" EXTRA DISTANCE PASSED PLYWOOD----- //�' `2'Knr_ --�''l"�' - 1.zo i, 1. +� /�\__-' E-D. 1 \ r ^J --_'--:'-i who if �� /11 I l - V ' 1,, % IIII111 an tY I OR i (TYP.) (2) 1/4"0 TAPCONS I.T. r WWJ 1 3/4 '_ 1/2^ 1/2" BUILDIX (STAGGERED) t/' t/z ja'1 1/2' Min. THREADED PENETRATION TO WOOD © (4) 3/16"0 ^ ®._ (ALUMINUM Q OR ® ---�- - `J L@ OR O (TYP)POP RIVETS ;' (,,P) �� ELEVATION Y—Y ----� -��._s- --. "_-_----- -----__ ••- ^.� I SCALE: 1/2"=1 ---------- .. O-' . �_, -- --- I — --- - v ._� ', (2) #14x3/4" S.S. (2) #14x2" S.S. S.M.S. AT �+ L5'1•�1'7•'' _O `S.M.S. TO©AT TOP AND BOTTOM CORNERS BL40E PENETRATION D w LOCATIONS SHOWN ON T------'---- ! ELEVATION ON SHEET 9. �t� t l�• ( i ADD (2) #14x2' S.S. S.M.S. 1 �� ,....... (/) �i,� FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) AT MIDHEIGHT ,,p emzc nvcw.as ASSA/ EIMMA H.V. COLONIAL SHUTTER IxawN BY. l ^!' No.44167 s AMERICAN SHUTTER SYSTEMS ASSOC., INC. IIN E C O ma. arse We TI WA P W wte: Wc4T 0% OFRO ti 33am DETAIL X (NON HURRICANE POSITIONS / ( STATE OF 41; TIILR,tSiINO k R/0N1F70N0 caYPANY 710NE(eeo)132-II04 in.9. �4` "� <�e�'L1a°1w."r��°�Oo�i�°1a"11at a 20-170 FAX(Sn)�09-SILO SCALE: 3/8"=1° ''p�. '°(ORlOA r;��,` WALIFA A719 P.E ar► voonu me r. oa 11aW�c fm FSS•.......•• . �� TLOINA lie. 141P7 91�T 13 OF 14 1/�Illl l l l 1111111�� (2) # 14x2" S.S. S.M.S OR (TYP.) EACH F E EACH O(TYP-) OR (TYP-) EA TO (16 SCREWS/STORM BAR) UF (Typ) �Yp T1 ZrA j; %ij (9 (TYP-) 49 mp.) -—----------- L % I'A I/B MAX. GAP 1/8- MAX. GAP 1/8;i,X. GAP DETAIL 1 (ISOMETRIC) N.T.S Amg, FLORIDA BUILDING CODE (Non High Velocity Hu cons Zone) \NZ EA1,9e :P gizmo TUEM AWA/ BERTHA H.V. COLONIAL SHUTTER1-.. 1s DPAW W. AMERICAN SHUTTER SYSTEMS ASSOC., INC. 7/6/-20 44167 1 1 OATE: 72� — 42da WMT ROM DUE FL— psm- 2204 m.( I am STATE OF 20-170 0 qppAt@tc No: -01N7 11 31.Pz REVISIONS [ALTERNATE LOCKDOWN BAR(TYP.) SFPI'.23.2013 (SEE DETAILS) 32•MAX. 32'MAX. 3Z'MAX. J Q Ay B QQ zz Fµa'1;3 31'MAX. 32•MAX. 72•MAX. 32'MAX. - Q QX U O J 96•MAX. DOUBLE PANEL WIDTH 60'MAX.(SEE FLB200) I $ QUADRUPLE PANEL WIDTH 105'MAX.(SEE FL6200) I. 32°MAX. 32•MAX. Q ^ ❑^u L 1 p� ZU�Ot; 3 S oOCvial DOUBLE PANEL WIDTH 60•MAX.(SEE FL8200) 32'MAX. O W v< QUADRUPLE PANEL WIDTH 305°MAX.(SEE FL6200) r�• x F�3.T Q -2En 5 u J 9D DOUBLE PANEL WIDTH 60'MAX.(SEE FLB200) Z Sa QUADRUPLE PANEL WIDTH 105°MAX.(SEE FL8200) < V a a � -E-(SEE FL8200) ul PART'A°NOT SHOWN FOR CLARITY•PART-E°(SEE FL8200) NUarnPART-D'(SEE FLB200) aW a 2°X1'X1/8'PART'A'(SEE FL8200) STRURURALALUMINUMCHANNEL(TVP.) (]41: Q Q >NOTES: U O (_ 1. DOES NOT REPLACE FL APPROVAL#FL8200(THIS IS A SUPPLEMENT) iJ I 2. SEE FL8200 PRODUCT APPROVAL FOR A LIST OF ALL MATERIALS 3. THIS IS AN ALTERNATE METHOD FOR THE"HURRICANE POSITION" 4. ALL ANALYSIS IS IN COMPLIANCE WITH ASTM-E-1886-05, Irr O 5N' ASTM-E-1996-05,B ASTM-E-330-02,AND ASCE 7-10 (�•.�J f� 5. PLEASE SEE FL8200 PRODUCT APPROVAL FOR PROPER WALL ATTACHMENT METHOD 8 MAXIMUM PANEL SIZES 2 zW'� I I Z 0? V MIN. I W O EDGE DIST. I I 1/4'-20%3/4°RIVET NUT WITH O I I 1/4•-20%1'SIDEWALK BOLT(1) � @ EVERY VERTICAL FRAME(TYP.) ' \\\11)11111111i/,/ ovana.ri. SECTION A-A(LOCKDOWN BAR TOP DETAIL) \�\ Gj��•'WH�� �� o JWS 11115 AL'LyRIy(OIII jVCKOQWN ME1110D[OR STORM SECTION B-B(LOCKDOWN BAR SIDE DETAIL) - 'h""I DINIGNEO IN ACCORDANCLWIIII 51CTION 1609 IL 2U10]I.gR�(QA BUIIDING COOL $}jEL-I• U �/,�10MP.L 11Y••�•