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HomeMy WebLinkAboutProduct Approval- Colonial v�V� Florida Building Code Online %"wid111R=- LZ=' ri SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us gY Site Map Search' b .'t. Unks Product Approval USER:Public User Product 11ni p{_,,,,>Product or Application Search> 9P.t711catinn LI5[>Application Detail FL# Application Type FL8200-R9 Code Version Revision2020 Application Status Approved Comments Archived Product Manufacture r 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 �j � Qd� Address/Phone/Email 1/'�evle"D V:O fk e. ��ANG Quality Assurance Representative 4 Address/Phone/Email Category G0�1� G�MGOVN T� VV G Shutters CJ�' BOCji Subcategory Colonial Compliance Method Evaluation Report from a Florida Registered Architect ,]p C®tg1�Y Engineer a hseo Flofrda Professional Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who Walter A.Tillit,Jr., P.E. developed the Evaluation Report Floriga Llcense 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 1 ��1_L% '(I 1 ff�ifH4`J�L__V CUL�N�IHl�T1"- CRT _AT O INDEPF.I DENCf-_pd� Referenced Standard and Year(of Standard Standard ASTM E 1886 Year ASTM E 1996 2012 ASTM E 330 2012 2002 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtishZwcYZU27iAO3H9bF8iPkpfbVtnsRO%3ri 115/2021 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 Products FL# Model, Number Demription 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 gd HVHZ: No Verified By:American Test Lab of South Florida,Inc, Approved for use outside I Created by Independent Third Party:Yes HVHZ:Yes Evaluation Reports Impact Resistant:Yes I Ft D B9 AE 13EPUHA NV COLONIAL SHUTTER EVALUAT[ON REI'0P<]LJ Design Pressure: N/A Created by Independent Third Party,.Yes Other: Large missile level"D", 4 Wind Zones 1,2 and 3,Max. j width is 60"and Max.height is 96"for+45,-55 p.s.f.A.S,D. i 1 design load,and Max, width is 52"and Max. height is 66"for `+50,-55 p.s.f.A.S.D.design fload(double panels)and 105" maximum width and 66" i maximum height for+45,-45 1 p.s.f.for concrete and+40,-45 p.s.f.for wood for quadruple panels. 0 0 Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.spi7,yr'aht 2007-2013 state of Florida,:: Lva y Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail,If you have any questions,please contact 850.487.1395.-Pursuant to Section 4S5.275(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 cllck here. Product Approval Accepts: �1L' ® aCtck Credit Cara Safe www.flondabuilding,org(pr/or aon rill ASnY7r17ro m-w(C\N/l•••�� GENERAL 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 EDMON) OF THE FLORIDA 1 3/4" AND IN CONCRETE BLOCK UNIT SHALL BE 1 1/4". BUILDING CODE. THIS COLONIAL SHUTTER SHALL );'W BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES (MIAMI DADE/BROWARD COUNTY). 8.2) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE 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 8.1). 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.) DESIGN PRESSURE RATINGS INDICATED ON NOTE 2. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS 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. 1 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 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 TO CALCULATE SCREWS SPACINGS. I STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR TO 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 VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL BUILDING TO PREVENT WIND/RAIN INTRUSION. 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 j UNIT DURING HURRICANE WARNINGS. (BASIC PROTECTION). III it. 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. I 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). ALL ALUMINUM EXTRUSIONS IN CONTACT WITH SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL DISSIMILAR MATERIALS SHALL COMPLY WITH SECTION III-6 Of THE 2015 ALUMINUM DESIGN MANUAL. BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDABUILDING 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 ksi TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. I DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; I. E. WHERE THE SITE I 5. BOLTS TO BE AISI 304 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. 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 i0 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. (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. I 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 (B) TO EXISTING POURED CONCRETE MIN. (t'c = 3192 p.s.i) OR ASTM C-90 CONCRETE BLOCK 1r111'11)11 itil�OFESSIONAL ENGINEER OF RECORD THAT PREPARED 11. - 1/4" b TAPCON ANCHORS AS MANUFACTURED BY I.T.W./BUILDEX. �` � .:TI..�TJ ,�i' FLORIDA BUILDING CODE Non High Veloclly Hurricane Zone) ` '•�GENU CI�ZG 11LTECo.INC. Y.P yam;' F SSA / BERTHA H.V. COLONIAL SHUTTER owwN THIS DRAWING SHALL ONLY BE USED TO �— 44167 =_ - — - -�- s N0. *'s AMERICAN SHUTTER SYSTEMS ASSOC.,C le�zozo OBTAIN PERMITS IN THE STATE OF FLORIDA . = 1 M E c 0 INc. a6e WEST ROA TILUT TESTING A ENGINEERING COMPANY WEST PAE11 aGO)43-2}3tOT • E OF = PNF 6GG 132lu 35 x..aNn. 1 ) 20-170 / ?lam w •`�4: .cvsm-,so. rAK:(ssI)zos-exo ��Q•• FLO RIO r'•E•"�\`� u-oo0GT,9 s�v ... Gw.MNG W. Itn'•.... `v \`` WN A 111 44 P.E. ns` ••,''` FLORIDAfLORt A uc.�44167 sxEn , a<It rrrannlnnar` R wow 2.875" -_ INSS�TApLLLATION�S Wf Q 3.835 -- CONC. BLOCK W LL - .910"-- .910" - + 62310- d INSTALLATIONS Wf y�0 I r , 07. 625" in i.045' (t 030) c -_108` a! ' .071' ,n� 1 119Q i I 2.375" �O NI f s -(FO WOOD & POURED .240" r o5 1NC. OR CONC.1.625' - - 1.700" - �, BLOCK WALL) r - - .324" +o ! I 2.000' - - 2.125- (t.020) - - �O" - 1.820' - g 9p s A LOUVER a� AIRFOIL OPTIONAL ® F T HINGE © OUBLE HINGE �D TOP do BOTTOM RAIL OE L—_- 2.000" 6 63-T6 Alum. LOUVER BLADE TO'A 6063-T6 Alum. ALLOY 6063-T ALLOY 6063-T6 Alum. ALLOY - 2 LONG. ©1 DOUBLE HIN VIEW Y 6083-T6 Alum. 2' LONG �0.375, - 2.000" .550 5/16.0 2.125' - •$ Nv r SMOOTH ,I - ! --� --�•5�' EXTERIOR Min. ; ' HOLE 100 ' r •S60 silo :I (Tl'P") N® _.. , N 0 3/8"6-16 Il 2 S.S. WIRE SNAP. © STORM BAR TYPE 1 6 - ,W H.V. SAFETY PIN --- n n I I. r - 3.000" - - N 8 1--� N I: .5'0" - - .530' I. FRONT SIDE VIEW o - Or .620" H.V. STORM BAR CLIP N �H S.S. HINGE PIN r ISOMETRIC 6062-T6 Aurn. ALLOY W� LOCK NUT. •.250" N.T.S G1 STORM BAR TYPE 2 �a 01 S.S. H.V. SAFETY PIN - 2.500' - �� COMPONENTS Wj 2 s.s. WIRE SNAP I-.875"--+ — .250" --T S o SCALE: 3/4" = 1" 9 ..P.E � FLORIDA BURDIM CODE Non High Vobo Nurrfaarn Zone 43;` -! I— J) NON HURRICANE �: V\C NSF 6200 nLTECO.PC. ASSA/ BERTHA H.V. COLONIAL SHUTSEIR a 2511' BRACKET ANGLE No.441s7 __ --, Amm"N swM sn7w „ IX, INC. I1 Z470-20X2" S.S. HEX HEAD 6063-T6 Alum. ALLOY � * IL E C O {"ww MW awE �°"" 2 1/8- LONG. '7 y°/ .w wur OMPAM EEACl4-2 . STATE OF Waal nmuro a arcxruxwc C-0MAP/ nrarr (am7an-tea BOLT WZDIE CAST ZINC NICKEL J - ' F P �, -,;,.�, .�-1„ ,;,a" FAX.(!�r)10t 17W 20'170 ORAFAW N. PLATED WASHER WINGNUT �"'o�icSs o pLE��?�` �a 'uoL#{I167 ~ .. �' >914R 2 q 111N11 +©OR n +OH (6) REQ'D ALWAYS TYP. 30" MAX. UNIT WIDTH. — 30' MAX. UNIT WIDTH — AO HEADER ® RECURED C 1/A, MAX D O O� - I R.t MAX D �O O va,mED coNc.oR �' ' O O CDNC.BLOCN N'.. e■Q■■.{�.gy�-�+�11,Ee'' Q `i•_—_'• .....—_..__.._.--._..__ •____.• O X 2' REOURFD. 1� F. f-- ! Q�31 REO'0. a MIN. 2" O F MIN. r ALWAYS TYP. DET. 1/8 - _f ,o �II F (2) REQ'D. •---i ,7: �'~� Al WAYS TYP. u)i 11,2 �2) OF (TYP.) b ° ° b ° o QiosY.s uo s.SY.s EAa r p(w.). A eee. Goan Oro®mPa. I Aa® (m.) F w Ci D.R i O E G O O G #1 O 1 M c t ! I EVSTmP MD J ms1 .-. _ _ O V t0 -_ CLASS- IF MIN.7 r sEPARArnN _ -- ' n i TO CLASS i-TO MJSS ADD(2)/1.2'S, C Can (1 3� sA1�. yj'.)T®yIOXEIp1T �� G Cm. o (A;OR Al TYP. x w AT 0.4 R I O (TYP.) A OR Ai (TYP.) ° a r . At a pro.) i--- j At w(A)(fro) I \ F I O F \rli F:(2) REO'D. @To(1) 0so®MPuc WAYS TYP_ w °) O G b o" O Q ( EXISD�5D5-� EX 5 NC_ti I - I ,/�• G ca,l. cuss I MAX.G G Wnl. If MAx.GAP ( %.GAP _ -- O - I'•-- .._j 3 rs A/5 E O 2- POURED CONC.OR 2" . O 1 _ MIN. CONC.&x.MALL MM. tB5 REOJRED. i ! I O O D rom E I ~� D WOUIRED p \CiEi11s`F' J�'-Z RWD STUD x.• - \F\JJ) C O.C.MAX. No.44167 -.SECTION C—C REDDRED SECTION C—C 60' MAX. WIDTH.- - - * ;*E (WALL MOUNT) (WALL MOUNT) HURRICANE POSITION HURRICANE POSITION � �la'& STATE OF t��r� saw: ,/. . r SCALE: ,/.s . , Fi0R10P ' .•\.��c'yT TYPICAL EXTERIOR ELEV. DOUBLE PANEL FOR WOOD OR CO d l���•�`11 HURRICANE POSITION) FLORIDA BUILDING CODE Non I* n Velocity Hu one z°I,. T'?. C2020 TRTECO,MC. ASSA / BERM H.V. COLONIAL SHUFIER � rnB,w W. MAXIMUM A.S.D. DESIGN PRESSURE RATING =-_ +45, -55 psf. AMERICAN SHUMR SYSTEMS ASSOC., INC. 7/V— IL E C O INC. nee WEST ROADS DNVE uae TIW7 iCSTMG t ENOIN[ERINO COMPANY VW PALM BEACH.FL.33t07 PHONE(B)D)ax Zm, 20-170 FAX,(5{1)200-0]00 G-0006719 aR. �IBI1 —T—T-ema s B�q IYt WALTER A TIUT Jr.P.E 0111H10 !+Y -- FLORIW Uc./N107 NIM 3 a 1{ 'B;+©OR C1: +&(6) REQ'D ALWAYS TYP. 30" MAX. UNIT WIDTH. 30" MAX. UNIT WIDTH. o0 D. 1/4 :O O - ---- O ° " - o p O °; POW ED cone.OR _ Y Gp1C.Btllc.w__ ° G'(3) REO'D. o MIN. F ALWAYS TYP. DET. 1/8 ------- - 'F;(2) REQ'D. IN v �` IJ WA TYP 1 u)i,S.S.sms2' W '<.l 0y.... O o c a' O 9 ' ©TOQOw.).EACN - G can. _(^)OR AS (TYP.) i .A)OR A7 (TYP.) Lit Ensrulc I �. F s GLASS Nn .. - I—SEPARATION I� TO GLM I O O s.s. G cart. Q ° O °---- I = AiM F.I�AT,IDNOGNT �{�1j Ll 4 77 0 (N N➢ I OR(y pro.] F N s.s.s.MS EACH ALW YS TYP ELSBNG� 0 0 0"o o o q Q c ss i MA caP`� Gcaw ,,�gqlnlull�/�hq� o � ) � ........... - - - - — - - G c..� W ® \ s�Q�.. CENSF d'9 1375 _ A/5 A/5 i B 5 tq 2- '° c c'OR44167 MIN- CONC.BLOCK WN1 i.,G�"L�t-- JD. 0 o o! �� STATE OF / o o ° I° ° ° ° SECTION C—C %0,1:•. — +H'�a sS/aNA1 LNG .- E D ^ (WALL MOUNT) lllllllllllll\ll` ` C - r E EE HURRICANE POSITION �/ SC E: t/4•_ 1• 60" MAX. WIDTH TYPICAL EXTERIOR ELEV. DOUBLE PANEL FOR CONCRETE BLOCK. (HURRICANE POSITION) FLORA BUILDING CODE Hon High VoloolIty Hu no Zone ',T.S. 9xx m¢OG,Blc. AM/ BERTHA H.V. CMD&L SHUTTER ORAMM B1': MAXIMUM A.S.D. DESIGN PRESSURE RATING = +45, —55 psf. AMERICAN sHu1, Tt SYSTEMS ASSOC., INC. Tn —IL E C O INC. a.WEST WAN 0110E °ME-- TILUT TESTING t CNGINEE COMPANY 'TRn rAIY 9EACN. O* osl....Tss.:.sr. wApM OAao9.n 7au 16O6HSE- 20-170 wsm,-,u1 rAE:(saps-aae CA-0006719 w Y TAM aA a uss ORIIYEIG Ne: LTERFLORIDA Le%11167SMCIT 3A OF 1{ rB +©OR ,I + (4) REO'D ALWAYS TYP. 26" MAX. UNIT WIDTH. 26" MAX. UNIT WIDTH. - WOOD HEADER /4- V ,/4• o O I I O O r MAx. f0 OEli I O -_—_..._-.-- ^--;'4------- ----_ -- O Po�REo colic. r -r COND .YLL_ l , p I 1 p 2• REWIRED. 1' 2' _... _._ __ 1 1 I cV MIN. ' i �I — J — f (2) REO$D. ` I A e mv> 1 l co F E j� r — ALWAYS TYP. I A.® rw• �F (TYP.) 0 ° ° b ° ° _d 1 txGLASS i �' 1-'--- _ ._._ • 2 U TO `ASSN , (F�. 1 1r 0 1 j 7 w ADD(2)i,♦z'W C cmt. wo« ,'P7 NNDY a l Y7 i ',G•'C.M. I Ml S AT't AT HEx?R `,1"ip S.Yj.AT F __.....1 �_.__._. __—J At A 00. �/ AT�1 q1 Ilp 1 0 0 o �' r lO E I L SIMILAR y--. ._ 1._—_..__._.. _ SS.�.Y.S EKH S.Y.S EACH A OR Al (TYP.) A OR A7 (TYP.) ® O opmv.) OToO(TMP) B 5 ' I B 5 Ew5nH0_� ExtSTM_ G . A/5 A/5 1 cuss G C.I. cuss MAX E I MAX.GAP E A' aR(9�Mr7 I .-,� Ai a(A)Mv.) to O 11 _— o o � �� 'o ° 1 I O O� 2. I� 2• PWRED CONC.a __ ---._- -- MIN. cc BLDCH 1z ti MIN. REWRED D 2'a4' o PLA 52" MAX. WIDTH. - REWDODoun MOOD STUD O 2•- ' TYPICAL EXTERIOR ELEV. DOUBLE PANEL SECTION C—C O.C.m SECTION C—C (HURRICANE POSITION) HU('RRBALL MOUNT) (WALL MouxICANE POSITION HURRICANE POSITION N T.S SCALE. I/"_ .. sa4E:i1C_1• MAXIMUM A.S.D. DESIGN PRESSURE RATING = +50, --55 psf. nDR IDA BIJUNG cooE Noe High Velodfy Hu WO zone `�Qy'•• or CENg ✓,9�'S em2o nErzcD,VC. ASSA/ BU MA H.V. COLONIAL S WrM �y F z DRAWN__ - DRAWN : AMEMCAN SHUTTEII SYSTEMS ASSOC., INC. No.44167 z T/a/Eom ` �L E C OINC °"420 wear WADS DarDAM W TESnNO t ENOWEERM COWAN mmc-(WO)02 nod 20-170 /[ ••� RAw L>ti aoq'A,0,0 RxWK n y1N FAX. !N w7M/ -O• STATE OF :w� �°w:.:Ew1)A,A-10 o6719�'wTai m. �� SDE oRYwRa N� Z'sy�0j1 •, cC0R10P••��4�� KILTEDAlxT'Ir♦416E ae,+.N accT ♦ Or14 %'T,pi ONIA,Tta,"`��. j (2) 2"x4" WOOD POURED CONC. OR CONIC. _ STUDS REQUIRED '-- '!---" BLOCK WALL REQUIRED. O CORNER (Typ.) I EXISTING GLASS. , _'2. Min,E.D. E.C. =N- — V C�I V�S♦ U, 2.125'wN. i w z NQr .D�E} 2.125'MIN. NOi�HEG iE; o°i AT RAIL BLADE PENETRATION - Ai DRAIL 9:i I^a 2,12 5`MIN. 2.125' YIN. wg`�" SLADE PENETRATION BLADE PENETRATIONOR ® 7 12Q E �—O ��~ v O 2) 1/4b TAPCONS LT W T.W.BJUDEX (STAGGERED}TO i s - ___---- "- _ rN NNNs I - _-_ --� 2) 1/4' TAP ,•- - - - - -` x BUILDER (STAGGERED) W/ 1 1/2'Mir.. THREADED 1(� PENETRATION TO W000 #14x2'S.S. S.M.S. AT TOP '�MAX. GAP (2J 1144'S.S. S.M.S_ AT TOP © AND BOTTOM CORNERS ADD C2j AND BOTTOM CORNERS ADD (2) j14x2-© S S. S.M S. AT M;O+ZGHT #14x2'S.S. S.M.S. AT MIDHEIGHT (4) 3/16-0 l�(4)3/T ION g'0 SECT A—A ALUMINUM POP RIVETS POP RIVETS SECTION B—B Al SECTION B_� Am {�� N.Ts .�e, POURED CONC. 2.125' MIN. , A DR ® crm) 'v OR ® (Trr. -R.. CONIC. BLOCK BLADE PENETRATION 2.1PE MIN. .- - ^iADE PENETRATION WALL-REOUIRED. E 2.125' YIN. 2.125' MIN. ((2) 2'xR REQUIRED r.;'::r•�J -- - STUD5 REQUIRED 2 70" - SDO - AT())RAID BLADE PENETRATION BLADE PENETRATION NOTCHED E• �' �}.r Opt -. _ .- _.. _.__. ..-._ ...- _ --! AT�RNI •-I500?- 1.729' -5001- Q CORNER 10 E 1 i T © I0 I.1 -(2) 1/4"0 TAPCONS I.T.W. s (2) 1/4"0 TAPCONS' i bS BUIIDEx (STAGGERED) W/ ry 1 1/2' Yh. THREADED (STAGGERED) TO WALL. I I .vu >. __. _.._ _ a __—.__. -�3ltflri�i"u6idil PENETRATION TO WOOD I i i (2) /14x2- (2) A14z2" 8 °` S.S. S.M.S. ;S sw s. 500 (4) 3/18.0 ALU 0 B ALUMINUM ALUMINUM B �q�y q, 'Kd&i4 BUILDING CODE Non H h Veloel NurAeano Zone POP RIVETS _ VIEW 1 (PARTIAL ELEVAl�t'N�YTIL(/T��.,,� ALP (PARTIAL �. •.• ' •.✓s•y e2020 TA,ceo, «c. ASSA / BUfTKA H.V. COLONIAL SHU70 Dane«en. .�PNSF E AMERICAN SHUTTER SYSTEMS ASSOC., INC. / -- No.44167 - 1L E C O INe. 4266»ET�DRIVE �.� / * * �Lsr Pow IE4G«.2 03310, - - trot rlsTnlc a[KowEoln6 COWAMT P«o«E (lxm),z-La4 20-170 T��= am...a. aaoa ww+Iwme ulw n�.•po2 w.,a.41wln•-,mr ru:(xl)zo0-ese0 "s-o'.• STATE OF " APe% 7 SHUT Of 4 LORmu416 s��i ' Nz"-'SONA-i�l� i EXISTING GLASS �j .1 1/2% 3"Mln.E.D• _I 3E�Min. /��� POURED CONC. OR CONC. BLOCK WALL --------------__---_-_______________=-___=___- � �� REQUIRED POURED CONC. OR ov Y' j 1/e'MAX. GAP i `) CONC. BLOCK WALL MAX. 1 L.__ / REQUIRED A OR ® (TYP.) ram. - -- _ ts�s7*eEeoer� Pr��j / 1/ i 27 OR TYPICAL PLAN (NON HURRICANE POSITION) N.T.S. `.�� O ����o . (TYP.) ------ ` DETAIL X O —1 t/a' i\`'�``♦` L ` EO / -A 1 POURED CONC. OR (2) 1/4"0 TAPCONS gay 1 CONC. BLOCK WALL '.T.W_//BUILDEX TO WALL. @� i REQUIRED. (2) 1/4"0 TAPCONS 3'min I.T.W. BUILDEX TO WALL. i OE 2 O O (Typ•) (2) 1/4"0 TAPCONS I.T.W_/BUILDEX 1R-2 11/16' i/Y S/16'�.-1 1/2'--5/14' (STAGGERED) TO WALL. CT (4) 3/16.0ALU OINUM P RIVETSOR ELEVATION Y—Y ------- SCALE: 1/2 — �._1,. ® - -- - -- ---- ------ _(2) #14x3/4" S.S. (2) #14x2" S.S. S.M.S. AT 2 1/8'MIN. 2 ./B-MIN S.M.S. TO(LjAT TOP AND BOTTOM CORNERS BLADE PENETRATION BLADE PENETRATION LOCATIONS SHOWN ON 4MI ADD (2) �14x2" S.S. S.M.S. 4 ELEVATION ON SHEETS �►` /T Z* FLORIDA BUILDING CODE Non High Vol Hurricane Zone) AT MIDHEIGHT 3, 3A & 4 `y��Q�.;��CtNESF.✓.Q.� omlo maco,W. ASSA / BERTHA H.V. COLONIAL SWM CPAMN 3 DETAIL X (NON HURRICANE POSITION " ' �/�((( v Ty 0 FLpR10P• * N.-m000 ewimteP. �m�rt A.M.E R'ICA.No sSHUTTER SYSTEMS YSTEMS teASSOC., 1N�.0.' o7w/+e�/2w-m NO s DE:1 . O E W SCALE: 3/8 =1 MCS PLL BEACH.FL)SUi e M F wTIW MANY PHONE: z- 20-17 r0STATE p (56')O-am c -v . on rECERuA c R1 T J.P.E. YiM. 'ive® �'yi •'••.... :•.�p`� staA1DA u,./we7 -- !lO ear a ..,� ",JUN Ax- 111UNN```` I EXISTING GLASS . -• Y Mh.ED. Y MN"ED. - WOOD HEADER, WOOD ----- PLATES, WOOD STUDS OR 1/2" (MIN.) _ PLYWOOD SHEATHING 1/8-MAX. GAP t 4" REQUIRED 11A1E MAX.I_ TYPICAL PLAN (NON HURRICANE POSITION i JQ ?` �A (A: OR N.T.S. DETAIL X I JIf I 1 I 1-MIN. I] I ` \ 1/2" MIN. PLYWOODti� 1 (2) 2"x4" WOOD SHEATHING REQUIRED t/2" tom-I j EO STUDS REQUIRED n ® CORNER (Typ.) (2) 1/4"o TAPCONS I.T.W. BUILDER --_ _-----. .. _- -- —- -- - -— - -- - W/ 1 1/2" Min. THREADED PENETRATION TO PLYWOOD I i SHEATHING REO'D. W/1" EXTRA ,lhiMIN. DISTANCE PASSED PLYWOOD 2 1/2- E.0 E, 1 O (2) 1/4"m TA-CONS I.T.W. � -s � MIN. EMBEDMENT ffyy BULLfJ( (STAt ) W/ BEYOND PLYWOOD 1" I I (�•) I 1 1/2"Min. n4 EODiD PENETRATION TO WOOD - tom- t 3/4-,/i� 1/2- .:1 t/!'L.-j 1/2- i a0 ELEVATION Y—Y © AL 3/16"0 SCALE: 1/2"=1" _ UM POUMINRIVETS ® -_--- Ili ---"---- _- _ _....��..... 11 1111�1� _- -- — 2) #14x3/4" S.S. \�p���: 71 '�i, FLORIDA SLIILDNIG CODE Hlyh Velocity Hurricane Zone (2) #14x2" S.S. S-M.S. 2 1/8"MIN. _ 2 1/8-MIN. _ S.M.S. TO(t)AT Qy.• �' A,SA HV. COLONIAL SHUTTER W BLADE PENETRATION BLADE PENETRATION vmm nuEco.1xc. AND TO ADD (2) #14x2" LOCATIONS SHOWN ON r�.• \CENSF T U ELEVATION ON SHEETS "" S.S. S.M.S. AT MIDHEIGH. = r = AMERICAN SHUTTER SYSTEMS ASSOC., INC. 7/V� s & a = No.44167 = IL E C 0 INC. 426°�*ROADS owcONE DETAIL X (NON HURRICANE POSITION t * WEST Puy ePCM,rL SM7 • ,a- a ENa1NEERINa CoyvANY PHONE:(600)&x-� =�T� b xn,itM GNm4 n�,p LYE SCALE: 3 8"=1" 5 ?Q" STATE OF n:.:<mn,A-O .cm>n,-,� rAc ty„)mrai M�It I� / ((( F U-a006�19 �tr a�w• —-Li w�moo. -rs WW iER A tELr Jr.P.E. ee v pE uo.I u167 ' ��22�r�nirnu i utlt`,t`` E E OR Al (1rP. � ) l^J OR Al (TYR) 'A OR Al (TYP.) E 4x2" S.S. S M.S EACH EACH (8 SCREWS/STORM BAR.) ;,\ :�`-- - ---j • I - t ------- — O(TYP.) G CONT. -- F— + G OR O(7YP) OR A (TYP.) 1/8" MAX. GAP _-- A01 OR OA (Typ.) DETAIL 1 ISOMETRIC jI1IIllpao" ���� (���iy FLORIDA BUILDING CODE Non High Velocity Hurricane Zone N.T.S ;`�P�.• Tom'% tom„ [CD.Rc Y ASSA / BERTHA H.V. COLONIAL SHUTTER P=AWN No.44167 = 'T,, AMERICAN SHUTTER SYSTEMS ASSOC., INC. 7/6/2o2o •._� 4266 WCST ROADS DOW DATE IM.Nc•ENGNUMAING COWANY WEST PALM fi�A6..n.3W7 STATE OF N.a a, ne.Y eeeea w m. PHONE:(aaoNs2-22a �••. :�Qa= we w`�n+-mb r.:owm.,an nix:(sb,)2o6-w6D 20-170 OFF:•.F�ORID4,., �.F r""`i�u�%u2ei eR. N,OR„ DNA.,cYs >Kcr a ar to ''�'r2h2n tluptNNNbt\ i BO+ C OR C1: +OH (8) REQ'D. (8) REQ'D. �g +QOR p +O ALWAYS TYP. ALWAYS TYP. 26" MAX. UNIT WIDTH. 26' MAX. UNIT WIDTH. 26" MAX. UNIT WIDTH. 26" MAX. UNIT WIDTH. 10 (o D D' (D; C'/104 10 O 10 O O Oi O 0, _- i0 O P O ii O O; O OI _o___. cT i I 1 ° G1 (3) REQ D. i o (8) RE�?D. ALWAYS Tl - DET. 2/14 o --- �G1 (2j REO'D. ° d DIET. 2/14 ALWAYS TYP. b- ALWAYS TYP. v • -° r-- -Q-•-�{ I - (2 REO'D. i'�1' ��" �€'?(2) REQ`D: o I 0 ¢ -ALWAYS i p o i 0 0110 0110 0110 0 ° I ° EACH II 0 DET. 2/14 ) ___ -- _ w A�OR Al (TYP.) 1 p)OR Al (TYPJ I I OR Al (TYP.) A OR Al (TYP. O(TYP.) w p a —a ?-- -- - a = P ° a o ° o O O O 4 W 6110 o u 4 Of o 0 10 ° no- / A'/11 A'/11 / ~_ 'O O O O O O O Oi 0 O O E ,D 1 _D �. I?y�C�/1 E D) C) (E) D; E. C'/1W,y1 ` ,fig qof � 105" MAX OVERALL W� :•!�((j'i�� TYPICAL EXTERIOR ELEV. QUADRUPLE PANEL �'Q''\\CENSF'?�'�- nDOM B ,,�,,,� �H°„ High Vmodfy Huai+• zone ,, HURRICANE POSITION) ND.*4167 o2m I ASSA / 88"HA H.V. COLOHUL SHURER _ I N.T.S. * AMERICAN SHUTTER SYSTEMS ASSOC., INC. 7/6/mm • STATE OF -' 'L E�'► N a ua EN�DOW °"E MAXIMUM A.S.D. DESIGN PRESSURE RATING: +45.-45 PSF FOR CONCRETE OR 0% Fi0R10P,.• _ iy F �t1, Tm.w•c"faEIWIc com AM F,Iwc(•o•w�- 20-170 CONCRETE BLOCK WALL. �''�.ss/ONAL�N�;��` ">.'1 " 'vim`- �. �.`.:�.'�a`�.°�.. •. "� • MAXIMUM A.S.D. DESIGN PRESSURE RATING: +40E-45 PSF FOR WOOD. ''11lFlln111440 N Me/1ER w TRIM P.E. ..n n� FLOaor Ile.0 H,•7 arcs 2 OF 14 / WOOD HEADER „ _ / O REQUIRED MAX. D POURED CONC. OR CONC. BLOCK WALL Z" REQUIRED. MiN. 2" !I ( MIN. II E �l=:. i E (2) 14x2" 11 (2) # 14x2 I1 S.S. S.M.S EACH �� 'I S.S. S.M.S EACH Cl (D TO QE (Tl'P.). I (D TO(z)(TYP.). { EXISTING I' ( EXISTING._____I GLASS ( --0cont. GLASS f _� ':.'lf�. GI Cont. 1 3 5/8" MIN. l�,��. I 3 15/16" MIN. �1 I—SEPARATION \ A OR (TraJ f— SEPARATION I 14 A OR g (TtP.; I TO GLASS yr; F I TO GLASS ( 'v F ADD (2) 114x2" S.S. I1 ADD (2) 114x2" S.S. I� 11 S.M.S. AT MIDHEIGHT S.M.S. AT MIDHEIGHT �1 AT®OR® AT(&OR® I I I 1�I I Cont. I 1 � G1 Cont. I Al OR(A� ow.) r Al OR(A,, (TYP.) � i I1 i I1 (2) 1 taxz" !�I F (z) 1 14x2" F S.S. S.M.S EACH I S.S. S.M.S EACH O TO(1)(TYP.). I (Z TO QE (TYP.). Gl Cont. � Gl Cont. 1 I EXISTING 1 l EXISTING GLASS I j E GLASS E �10.44167 1/4" 1 1/4" y. STATE OF MAX. GAP ' i MAX. GAP S I0NAL tV' 0 D unNll 2"x4' WOOD PLATE _ '' • POURED CONC. OR REQUIREDa: CONC. BLOCK WALL REQUIRED. WOOD STUD ® 24" O.C. MAX. REQUIRED I `, FLORIDA BUILDING CODE Non High Volmlly Hurrloane Zone omxo mrzea re. I ASSA / BERTHA H.V. COLAWAL SHUTTER „R,.: SECTION C-C SECTION C-C - --� ,wF.�ICAN si+uriE�s�rs�s Assoc., INC. 7,6,— (WALL MOUNT) (WALL MOUNT) 1L E C O m.- 4M�T AW=MW °"'—E- WM PAW KAa.rL]L07 HURRICANE POSITION HURRICANE POSITION >n1,rTE"� crinho rN°`'1r00N""?O` 20-170 uor v.au. .ar a�aweot n aiw wrr:(srJ�n-�aW.r�:OrrXJ•-�f7� rAx:(NI)Om-INO SCALE: 1/4" 1" SCALE: 1/4" = 1" wK>A TLIII'J.vE. ILTER Lie. N107 IEIf 10 K 14 i (2)2•.i WOOD STUDS REOUWED -- ---r I _ _ -. O CORNER(T".) POURED CDNC,OR CONIC. i BLOCK WALL REQUIRED. , r Doom GLAIL 3'rR.E.D. ;x'r. •.D. 2.125'MIN. u �o 2.125'MIN. BUOF 25'MINTION 2.125•YW. 2.125'MIN. 2.118•YIN. 2.125•W. BLADE PFNETRAT IN �. NOTCNEO g1AD[PFllCTRATON B1.10E PENETRATION 1N. BLADE Pp(TMRON BLADE PENETRATION AT 0 - - AT 0 RAW Fi 2.125•MN. 1.115'Y _ AT RAIL / big RUDE K"cwllm OWE PENEIINTON A OR ® I _) E E 4 E E E -- - — w.. Q (2)1/0.TAPCONS I.T.W. I __ _ T 72Y' (2)1/4 TAPCONS I.T.W. M L ME-CGEREID)T !i :5 =. �_;,, •�. - i t._. --_— _— _ t t13tiuM"Lli7r- _Y..—d.—•P"L.'1 1 BIADEK(STAGGERED)w i 1 I AGGERED) / ' 1 — --- PEN/2'Mi,.THREADED 0N TO MOOD C1 �__— _ ® (x)IIAa2•5.5.S.YS AT TOP __ SS.S.Y.S. IIN(.GAP R S�Y.S AND BOTTOM COWERS ADD(2) H- (s 3 1 ,H (�#1�TOM C SLAMS STOP c) /16•• H ,A W 214a2'SS S.Y.S.AT YW%'EMAR p LIMFA ALUMNE. .RECTIDN A'-A MI r AEUNUY I14a7•SS SY Im.S.AT lflpfl POP RCS B POP RNETS O PQP RIVETS POP RIYE15 EA B. ,,SECTION B'—B' SECTION 0'-0' � SECTION D'—D' SECTION B'—B' PLAN N.T.S 2.125'wL A oR ® (TYP.) •' OR ® (IW.) ■ I_ _ 2,125'MIN. 2.125'MIN. E BLADE PENETRATION ��WALL- _ �� uI,�1. Cl t I: B BLADE P ErRAnON BUpE PENE1PATlon E B E TYRNOI�1� - T'P. - S 2'REOuuxo RED'N r_' ATONLETl9 .500- TT2Y' O CORNER(Tn.) E 0 d IRKS g1 ! �1 i� E D ! s I 1 p 1 Cl.W wow'."v cc Ll �on A _ I{ ' Q A�r1y� �, •2)1/AY TAPODNIS (SEAOGER CE WILL PENETRATION w/ PENETRATION:Q IIWO H) sDO'°5 . •' ;oo"°'':Bvr ; : BzS sus., ITT (4)3/w. (2)/14x2- (A W ALUMINUM • B ALUYUY B S.S.S.M.S. H ll POP RVETS Pp9 RNCIS fl H VIEW 1 (PARTIAL ELEVATIONS N 1V1C11Q1IIIl!IIIIIII//// AAV`V�T,c`P. Ti(�A/•i, FLORIDA BUILDING CODE Non High Velocity Hurricane ZonB) ......... /j, MY s202o T,ETECQ.INC. ASSA J BERTHA H.V. COLONIAL SHUTTER DFLQW BY. N0. 44167 = J J AMERICAN SHUTTER SYSTEMS ASSOC., INC.1 7/6/26m IL E C O ANC 4268 T`FA WEST AMBCA�GIfl 3K0, DAM /� )r - TIWT TESTING A ENOINEERINO COMPANY WOKE:(WO){32-22GA '- L/ STATE Of oss A..m a.m..+m.�Iar«cwna.n v1«� 20-170 '—fj9'•. Iwew.W7•r1-1Jb u:(JOEkTI_I�1 �r FAx:(5n�0P-e3lD O F ARID {c'= G-roce719 .... .... r1sl� MR fYUwRNG Mo: �•'• P••'.`� WALTER A"Eff Jr.P.E. aR 1>-xN P �A/Fs�''•.......•;G\\AO� 11.DIEDA lic.I{a E7 SHEET II OF 14 ANA'rpauulua`T1A POURED CONCRETE OR POURED CONCRETE OR CONCRETE BLOCK CONCRETE BLOCK WALL REQ'D. =_L1TJ--\ — WALL REQ'D. 1// a.IIMu 3"Min.E.D., E.;X EXISTING GLASS POURED CONCRETE OR � CONCRETE BLOCK 7/4. 1/4• 1/W MAX.GAP WALL REQ'D. 1/4 TYPICAL_PLAN (NON HURRICANE POSITION) N.T.S. O♦ / _ o ` OR (Tyyp .) ` ' I EQ _ I POURED CONCRETE OR I I L+ t E CONCRETE. BLOCK I t j EO WALL REQ'D. ' (2) 1/4"0 TAPCONS I.T.W. BUILDEX 1 - TO WALL. E / I�`� O F ��a I OR QA (2) 1/4-0 TAPCONS 1.7.W. 1/2. 2 11/15• —1j2" 5/76 7 1/z ._,5/la' (-lyp.) BUILDEX (STAGGERED) TO WALL. C� (4) 3/16"0�LU D ® INUIA OR POP MRNETS ( •) - -. ^ OR ---------- -=----- © (2) #140/4" S.S. ELEVATION Y—Y (2) �114x2` S.S. S.M.S. AT z-1,6'MIN. -- S.M.S. TO®A-. TOP AND BOTTOM CORNERS eunE a^ ® _ — LOCATIONS SHOWN ON SCALE: 1j2"=1" ADD (2) #14x2" S.S. S.M.S. _ +� - ELEVATION ON SHEET 9 AT MIDHEIGHT %%�RA„TI��/'///i _ Q• EN T % FLORIDA BUILDING CODE Non High VO Hurrloam 2on0 Sic No.44167 92Mxo nluo.nc. �ASSA/ BERTHA H.V. COLONIAL SHUM I Dawn er. I JIIiERICAH SHUTTER SYSTEMS ASSOC., INC. 7/8/200 - DETAIL X (NON HURRICANE POSITION) -L ECOimc `. ; 4iwrmaaosoMrc a>E /y�s � STATE OF :'Q T nmm a cnanm.w courmy I rya,r ul craw n a>.r, SCALE: 3/8"=1" ( O'•, F k, aw a.. r m war n air. o�lonn pmNa= 20-170 OR I D k. ,u.:"fir+-m.a: °oa�.°OT iv rau(ew/ka►aHo y/y�ts �\����� Gh000RHY a.r as:� .r as r �r r[ oaIMVG Mo: /i,,s/ONAL E�Ga�° R.ORo DA I;G'i µlei =lu,12 or 14 i WOOD HEADER, WOOD EXISTING GLASS _ ���, PLATES, WOOD STUDS Lin 2"W.E.D. 2'Mn. ED. -a:, +.. OR 1/2" (MIN.) � ��\ PLYWOOD SHEATHING ' \ REQUIRED QA OR IA 1/8'MAX.CAP 1/4. / - \ _ MAX. - MAX. � .na•�'•. �.7 1 - E TYPICAL PLAN (NON _HURRICANE POSITION) N.T.S. 1�& OR i 1/2" MIN PLYWOOD `--DETAIL X --1,250" (2) 2' x 4' WOOD SHEATHING REQUIRED 1'MIN.STUDS RE10FE—D I O CORNERW(Typ) (2) 1/4"0 TAPCONS LT.W. BUILDEX i ® i _ �_ - - ----- W/ 1 1/2" Min. THREADED �q I i J, ED PENETRATION TO PLYWOOD �1X I SHEATHING REO'D. W/1° EXTRA ` DISTANCE PASSED PLYWOOD EA 2•wn. - a -soc o m a 2.300' OR QO Pp.) (2) 1/4"0 TAPCONS I.T.W. 1 3/4" - 1/2''� r .1/2. ; t BUILDEX (STAGGERED) W/ 1 1/2" Min. THREADED PENETRATION TO WOOD H CCU AL INUM cAj OR ®' --_ ® ELEVATION ® O ( ) OR A TYP. POP RIVETS �) _O Y-Y --- _— --`-''-- QI SCALE: 1/2"=1" €' --- --—�-- - (2) (/14x3/4" S.S. (2) {f14x2" S.S. S.M.S. A' - S.M.S. TO 0 AT TOP AND BOTTOM CORNEF BLADE PENETRATION LOCATIONS SHOWN ON -------- ------- --- - ELEVATION ON SHEET 9. ♦1`�\ P.�l( I�f�O ADD (2) #14x2' S.S. S.M FLORIDA BUILDING CODE (Non High Velocity Hunicone Zone) AT MIDHE - GHT -- - -- -------- i�:;__ - - --- r`�J`Q\, ,........, ✓���� r.v / --_=__-" ------ �: \C ENS cam mum wc. I F' ASSA / BERTHA H.V. COLONIAL SHUTTER -- -- - N0.44167 AMERICAN SHUTTER SYSTEMS ASSOC., INC. 7/e/2-0 -; IILIECOI/ic DETAIL X (NON HURRICANE POSIT_ ION - TIILIT TESTING ENOINEENING CDNPAN7 YEA PAIN 8iKN.- a14o: - STATE OF :4= nIGNE:(aoo)ux-uw 20-i70 9'. F (`` 4lC!N.�.xN Y,d.s4 M GeY CNma. >1p' fAY:(Sal)2M-&mo Plrr.(]n7111-I}y,.Ie:(Yn})�-ISN SCALE: 3 8"=1" ',�.c' �OR4D� .•'tad♦�` cA-c00a71s rr o�"'_..a rr .� ORAxwG Ne / / F ''•.......••'` ♦ NfL7EA A TllJf A.P.E. Y 1f.a. i a nS. KOLA L. /441a7 ._ .. !Q►fi f/14 f//IN111111111N" , i (2) 14x2" S.S. S.M.S (lYp,) A OR Al (Tvp.) E (Trp.) E (n'p.) OA OR Al (TrP.) EACH F TO E EACH (16 SCREWS/STORM BAR) E ` - ------------e �_-.- - r. `° `-l• : F , mix. F - :•• _'r:- � ••_ .�_-. - - _ __ Vie. � — -_ ._ a,l ...._ _ - -- - r..-.- � Ate. - o:'`L�---- _ �=Z"ti�zi'-=<,-�` •,.� � � �} ��a �a'•.�`'! �E �a���'•arn1_._ _*,�'�;._,: a�'�'.- ar.�•_ - --'"'�:-r•'a�-��'� �^Y•t�-a':,�1'- _",�'1+r's� •Js�r:.� -r.:y �'� ` F '('r'•) Ea�l•�j -.-. 'z Y4� •hf~! _ _ Jl ''�? l r /ow.) •NV, ;G11 �.) `'� Y` ��,�``-��g G1 �.) ,,� V.-ii=--y:--- • Gl �)�.,�� -��w'x TrP.) �. Aw. 0, �-.ram _ _�M�.',��: <� - � `�, ,,� --- �"',�V •:��: E a � 1 i _ ; r i 1/8 MAX. GAP 1/8- MAX. GAP 1/8- MAX. W DETAIL 1 (ISOMETRIC) a N.T.S J FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) $3 ''��,�s•TJ9 C2029 TILT M INC. ASSA / BERTHA H.V. COLONIAL SHUrfER owlwN s•. o.44167 £_ AMERICAN SHUTTER SYSTEMS ASSOC., INC. /s/xoza IL E C O I N C. 5lea WEST ROADi 33 oarE_ = WEST W: BEACH.-2 J316r • '�f 7e{n TESTING 4 ENGINEERING GOMPANI' /N011C:(!09)1S1-7I01 STATE OF �.. ^a.>.>m ^^9 ^yr. zo-t70 •'. Q` Nr�.p9lpn-Im.fa.4loeNr.-tilt FAIL(9{I)ZM-NW CA-0006719 a r aaa a r e7�■w ■s ORaI■/C Ma �/ •.'20RIDp HALTER A TILIfT Jr.P.E ee , 17-■I■ �- ■ '•\�, FLORIDA Lk./14167 1 lNW It Or 11 �rNIH1111Nn�" W=60"MAX(105'FOR TRIPLE) W=60'MAX(105"FOR TRIPLE) W=60"MAX(105"FOR TRIPLE) REYfSIONS H=32"MAX. H=32`MAX. H=32'MAX. + W + W a + W j 00 0 0 00 o eo o --- ----.._- ------_. . W Z � 0 oa co W t 'z � : p qm FBC 2020-7TH EDITION iv 160 MPH __.--.---_-._-- EXPOSURE: D W " CATEGORY: If 61ee e co ROOF HEIGHT: <30' V Z Ul ARi£(SEE ROW-RBI ART`E'(BEE FLMLRB}PART W Cl! /OW*Er(SEE FLa=jg) M7T SM7YM1 FOR CLARMY J x P x UC ALUMINUM CHANNEL W(SEE FUMW-RB) W 1 1 U) m W ( Z ------------- r-----. i ) w-2ox3WRnrETMnwrtH1w-- 1'MINIMUM i i VERTICAL LNBOLT®E EDGE DISTANCE LL SECTION SECTION `.TA _ oil fill N.T.S. SECTION v/ K. NOTES: * 8 1. THIS DETAIL DOES NOT REPLACE FLORIDA PRODUCT APPROVAL FL8200_R9.THIS DETAIL IS SUPPLEMENTAL. • 2. SEE FL8200—R9 EVALUATION REPORT AND INSTALLATION INSTRUCTIONS FOR SPECIFIC INSTALLATION INSTRUCTIONS AND,� • A LIST OF ALL MATERIALS _ • 3. SEE FL8200 R9 EVALUATION REPORT AND INSTALLATION INSTRUCTIONS FOR WALL ATTACHMENT METHOD AND MAXIMUM OF PANEL SIMS. SOT •��� P••• �CI���` 4. THIS DETAIL IS AN ALTERNATE METHOD FOR THE"HURRICANE POSITION'. / 5. MINIMUM 304. ALL SI STAIN IS IN LESS SP TEEL SHALL NTH AS M-E-1885,ASTM E-1998,ASTM E-330,AND ASCE 7-16. fO��Q COLONIAL SHUTTER ALTERNATE LOCKDOWN �w1� ATTACHMENT METHOD S-1 04/12/21