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HomeMy WebLinkAboutProduct Approval (3) 1/5/2021 Florida Building Code Online 101 Q BCIS Home i LogIn I+.User Registration ! Hot Topics Submit Surcharge Slats&pacts I publications ! Contact Us'I BC[S Site Map Links search ! Pdda 311 Product Approval ,1, USER:Public User RE-V1EWE® FORProduct Approval Menu>Product or Annlieatlon Search>ppp I tlon List>Application Detail a- a `: �: FL CODE COMPLIANCE , ''- ST. L CIE COUNTY Application Type Revls _/ Code Version 2020 B1'1CC_#_1 4 Application Status Approved �Jv b Comments Archived lie c ovy Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com i Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Colon' 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 Dat 12/31 2021 Validated By my 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/pripr_app dO.aspx?Daram=wGEVXOwtDatish7wr.Y71 1971anauo7,Guic4..r+.��+„�cno� + 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 Ddd HVHZ:No Verified By:American Test Lab 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 56" maximum height for+45,-45 p.s.f.for concrete and+40,-45 p.s.f,for wood for quadruple panels. BaCIS PdCXt Contact Us::2601 Blair stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer,Copriahe 2007-2013 State of Florida.::Pr vacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your a-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 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: y,-r ®a Credit Card Safe www.floridabuilding.org/pr/pr app b.aspx?param=wGEVXQwtDcitishZwCYZU27iAO'IHCIhFAiPknff ufncRr%//`"A — — 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 (71h EDITION) OF THE FLORIDA 1 3/4" AND IN CONCRETE BLOCK UNIT SHALL BE 1 1/4". BUILDING CODE.THIS COLONIAL SHUTTER SHALL = BE INSTALLED AT HIGH VELOCITY HURRICANE 8.2) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE ZONES (MIAMI DADSjBROWARD 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 WIND LOADS WAS NOT USED 114 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 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 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS # 1215.01-06 AND fil 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. 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 FLORIDA 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; 1. 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. (8) 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, UNLESS OTHERWISE NOTED) PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. 7. ANCHORS TO WALL SHALL BE AS FOLLOWS: ( 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 1F 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 (9) TO EXISTING POURED CONCRETE MIN. (f'C = 3192 p.s.L) OR ASTM C-90 CONCRETE BLOCK y111111I11ylilrifflPFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. 1/4" 0TAPCON ANCHORS AS MANUFACTURED BY I.T.W.jBUILDEX. `���` �G�rP+..... �T�j��i FLORIDA BUILDING CODE Non High Velocity Hu cons Zone) \DENS' 9 umo TaTEco,tNC Y8 ate.•' F ASSA/ BERTHA H.V. COLONIAL SHUTTER �,B.. THIS DRAWING SHALL ONLY BE USED TO _ M0.44167 AMERICAN SHUTTER SYSlE11S ASSOC., INC. /SAX' OBTAIN PERMITS IN THE STATE OF FLORIDA n * *= �� E C 1NO' WEST P LQEACH.ROADS DRIVE / TILLIT TESTING&ENGINEERING COMPANY a STATE Of :c�` I-A RWAr+woa Iml n a,n GAx (soijz�a m� 20-170 CA-GGGs7,e GRAmNC N. /�"•.., .� WALTER A.TIYR 4,.P.E. FLORIDA U.9 u167 SHEET , OF u rnnFnmulNa• FOR WOOD -2.875"-------- - INSTALLATIONS W/© OR POURED CON . & o A r45� ------3.835 -- - CONC. BLOCK W/® 910"- .910 STALLATIONS S i ✓' I` 2 I .187 .213" pp0, 625" Ix In N �S, .L,j_083" (f 030) �� 8" v i ¢ `_i '�o� - .071° nPp_ 078" + ,f e.045" o I s, (TYP.)'N (V 7T -F � .119"-_. � � � � .119".�.=`__-•.'.-I.^ j I I - .L.1_, Li..l� •--['? 2.375" � _ �'• �O � N �� I j T�a (FOR WOOD & POURED' �•240 j t. M.mS -__,_ ` in l ! �� `°O CONC. OR CONC. I ^— 1.625" .._- ,.700"-----' 1 -° BLOCK WALL). '1- '1- , I , 1--.324" o I _. �..--- 2.000" .. ,--2.125" (t.020)-•-.-� } .. ^. .--1.820' A LOUVER At AIRFOIL OPTIONAL © FLAT HINGE DOUBLE HINGE D OP & BO RAIL EO JAMB BLADE LOUVER BLADE TO(^Al 6063-T6 Alum. ALLOY z DD0'------ 6 63-T6 Alum. LOY 6063-T6 Alum. ALLOY 2" LONG. C DOUBLE HIN 3-T6 Alum.ALLOY VIEW 6063-T6 Alum. OY 2" L (D-0.375' 1 i i .550"-z .620" ` 1 SMOOTH --{ t-�0.500" o - 5116"0 EXTERIOR Min. N IF NOS 100"TYP.) It03 S3), it 2 S:S. WIRE SNAP. 3/8"0-16 I it © STORM BAR TYPE 1 N — _Z o !iH.V^SAFETY PIN >' II Po 1--.500" -� 1--.500" FRONT SIDE VIEW �- — �IILI FC� H.V. STORM BAR CLIP s jH S.S. HINGE PIN —` ISOMETRIC 6062^1/8"U LONG. W f LOCK NUT. 0.250" U N.T.S G1 STORM BAR TYPE 2 �I S.S. H.V. SAFETY PIN � as WZ 2 S.S. WIRE SNAP COMPONENTS F:250 - `" a SCALE: 3/4" — ,> m �$ FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone .437' --I 1— JO NON HURRICANE =`y' \�CEN SFrz m=G=OTG.TEGo.G16 ASSA/ BERTHA H.V. COLONIAL SHUTTER ' zso" BRACKET ANGLE N0.44167 c AMERICAN SHUTTER SYSTEMS NC. _ »s/,�° 11 114"DS-20X2" S.S. HEX HEAD 6063-T6 Alum. ALLOY * �L E C Q INC. 4M WEST 80M5 ME ASSOC.,r ate` 2 1/8" LONG. STATE OF MT TE "NO&ENG IEENINC CGYPANT w�T PAW OEACN•M.ysAGT BOLT W/DIE CAST ZINC NICKEL �f ' '� ��� n�,� �"°NE LGGGias-z=G. 20-170 PLATED WASHER WINGNUT oc F.. 1) ,. ��' =c+.,nN_,y;.�:I�,,,_,v, rAr:cseq=ar,-eseo '��''a�`rs'/ONAL��G.```� �A I;c°%�ii, m.. mun.. .�. . . mom .�. sxcE> t°GT u m,T-v. nlmc ,nnnn SBB +©OR C1 +OH (6) REQ'D s ALWAYS TYP. wow WADEO ( - YmED - ---- 30" MAX. UNIT WIDTH.—_...—_._,T_..__.__._ 30 MAX. UNIT WIDTHKm . ---� y C D I: i I -- i 10 o 1 o ° d Comm tic.aa, X REOU]pEG. '. . gmuc - O !�1 p MIN. 1 1FI NM. A / i F - ALWAYS TYP. I DET. 1/8-- • — F (2 REQ'D:' *. 1 1 4x�s 1..z'----j - --- ) L� II Ss.g 1aa' _ .__ I~EacH ' WAYS TYP. sNs F1a1 pF mQ(rm.)• - ~"».6icmt ®m®f��)•H c -SG coin. 4 °; I �.b -� a 13 ON Q nw3 i {ae at®(WP3 -41 Ld -41 0 o 0 4 - -------------- coY mm.- CLASS /"�' 1 a 1/z•um. f-SEPARATION To TO CLASSADD N°) Buax.ss.� •.SGlcan. SM s - - - -- AT r� 6—� W b o it OR Al (TYP.) �A OR Al (11 P-)� ° I �OR •) C� ) o N ¢ I � 1 � t ° ° (2)B/a2114.2• y� .T i �1 / WA S TYP.— _ msn Jc�.us Faa1 —j 1 r 1 I m omp.). O*o®OrP.i I i C1 ,i 'p ll Q _— 1/4 W j SIMILAR I rt G um - �_.�__...__....'�-----' _ -� - .... .._.-�.._--- ---- � � I F- B 5 / , / _ LL1j�MIN.. .Pa.WemRnmRE o-C.O—NC- MIN. o._ o 3 a lr. WOOD imqum o . t . . /, ����,r•�� y�. WOOD Sw 0 247/ �r- i E3 C ®c'-� Ln 0. C. - _ No.4G167 SECTION C-C SECTION C-C . _ •:*1 (WALL MOUNT) (WALL MOUNT). ��-.T.__._,....V_..__._.__-....., ....._.._. _.,._._.60" MAX. WIDTH.-----.._,,._,w�.._,.._._ .�_' '!Y HURRICANE POSITION HURRICANE POSITION STATE OF i�' scw> Va'-v SCAM-1/4'-1' TYPICAL EXTERIOR ELEV. DOUBLE PANEL FOR WOOD OR CO(Q �bTiFi�E��:�``�� HURRICANE POSITION FLORIDA BUILDING CODE Non High Velocity Hu one zon.) Mp N.T.S. ®2020 nIxEca.o1c. ASSA/ BERM H.V. COLONIAL SHUTTER DRAWN By: AMERICAN SHUTTER SYSTEMS ASSOC., INC. 7/6/202G TI L E C O 1 N C. 426!WEST ROM DRIVE DATE: MAXIMUM A.S.D. DESIGN PRESSURE RATING = +45. --55 DO. �TP� ti>UM I 7NLT TESTING 3 ENGINEERING COMPANY PHONE; 20-170 --I Fyy R�.360.A.fla]OS.imiaAl W(mO.rt yib FAX,(50Iu09-6760 PhCA-GGG6n81'mll�t-1m1 m.r mart me 1dr o�na a� ORAWRIG Na RALTEN A Jn P.E. r q0 rt-�u s SHEET 3 OF 14 n.ORDA U7611r c.Y Ni67 , o+©OR C1 +@(6) REQ'D ALWAYS TYP. r---. 30" MAX. UNIT WIDTH.-----------2---39" MAX. UNIT WIDTH.--- pc ;O 0 : o O Ii r :O O O 01 I I Poupm CONC.CN0% ° CONM BLOCK%!LL_ 14 I 2• REOLOMP. p ,. ... _ * ! MIN. %. REQ I ` ALWAYS TYP — FD(2) REQ'D. — :� ' - %f}% I EACH'- j; WAYS TYP. (z)f 14.2- ----L� v t m' OF (TYP.) 9 ° o #,b o t °119 — ',� i OmpE(m OR OV) �a •CGlco",. P o -®OR Al (TYP.) i OA,)OR At (TYP) X I + E 0 GLASS I-- I ° 1 r- - - M rn ) - a1 -- -•—__ .,�...-._.._ .;� ----..__�V�� _ ___. w = II ~To cuss I ( L{ s.� _ .,-._'.�Cmt _ '/. ! ) _. T ADD�2)Q14,2•SSL/ -4ic t o f o ¢ P o ¢ Nay EUNr b -- w 0 AT OR clyp-) O B . o �— — - WA S TYP, I °OSDN o o - clAssr` )/ MAX ( CA�P VIA.lilll}�Q1111, ..1.f 9,, w SIMILARC�e d y i ! _ E A 5 B 5 z• �. 8 5 Prnmm aNc oR -{ MIN: GONG wry =c Uo.44t67 ° o ROGUIREO. c - co STATE OF :o o SECTION C—C 10 ° , r. (WALL MOUNT) hprS�ONA1�Tg4�a D� -� ---'' LO ��f ,� HURRICANE POSITION �1, (: SCALE:1/4•- 1' MAX. WIDTH.— TYPICAL EXTERIOR ELEV. DOUBLE PANEL FOR CONCRETE BLOCK. (HURRICANE POSITION FLOPJDA BUILDING CODE (Non High Volocily Hurricane zone) N.T.S. Mr �� o2020TlLTEC0,01t A$$A/ BERTHA HV. COLONIAL SHUTTER oRAwx BY: ,' MAXIMUM A.S.D. DESIGN PRESSURE RATING +45. -55 psf. AMERWAN SHUTTER SYSTEMS ASSOC., INC. _ 'IN E C 0 INC. 4260 WLST ROADS Crm DAV_ - WEST PAW DEAN,FL_33407 TiLLIT 1ES11NG Q£NGINEEWNO COMPANY PHONE:(300)432-7104 20-170 41]1 Nfl.MA St.54 m.V119rA cumti n 33148 FAX(Sol -03l0 pmlml-ISV.n.,pMl�+l-LEI ORAP,NG Na: CA-0OOB719 �■. mrmr m al'.w oQ AL lJe /44187 17-0u /ymm 4 'SNEF7 3A OF 14 4 1 B0+©OR Ci +UH (4) REQ'D ALWAYS TYP. -- -26 MAX. UNIT WIDTH.-----­ IDTH:--- -- - MAX. UNIT WIDTH.- - Do ® % _WOOD WADER i o o MAX. 10' _ } _ 4 h • __.....--._-.--__.__ ._._..--___._ ...._. -. MIN. C. _.- r I kIN. I p z' �. DET 1/8 I(I EACH ALWAYS TYP. �� M) I ( TYP.) b -° o o' o to - .. -- ---- — --- -i �_ .__-`-----' ----'� --- '-__-----__.......____— ---'{ Q II ! s 15 AIR MIN- -` �--sEPMAnOY jL-- _ .._ ? 1 To MASS 1 TD DtA55 o I 2 Am 1x�r/la { C;cone ADD(Iz�rD ma+i/ I CIDG Cwd AT AT OR { ---'--J "---------"---"'— --1 { 1 d (zs1.sus O!S taa - I I �Y fSIMILAR -- -- —-- -- {' &ot ss.s.Ms OiTi -OOR Al~(TYP.) AA OR Ai (TYP.) y� ® x � OF TO,@CF(R). OFTOI0cm). B� -_._-��- B/5 x 1 [lasnnc I rice. IA%5 - A/5 ----- - ... - - ' iv ` Glcm l cTASS—� : '--- .,------ --- ---..... --—--'i -____. '------�• O ° \ I 1 E' MAX.GAP o 1/4- E; O i to 1 All OR 0 W..) "�-��•7 �.n3 . a Q G>P) ! z' I O ° ; ; , ° °, ,_ 2• PCJAm CDNC.CR'• MN- MIN. CONC.ITIM WALL\ .__._ __.. ___�_— WOOD SND O 21�� Cl --- ----- --52" MAX. WIDTH:-'-.. ,1 ;'`` r 'f i Lt'.r TYPICAL EXTERIOR ELEV. DOUBLE PANEL SECTION C-C D SECTION C-C HURRICANE POSITION) (RCA-MOUNT) (WAIL nwOSIT HURRICANE POSITION HURRICANE POSITION SCALE 1/4•-1' SCALE:1/4•-1' N.T.S. :MAXIMUM A.S.D. DESIGN PRESSURE RATING = +50 -55 DSf.1 ` ITI TWA , FLCPJDA BUILDING CODE (Non High Velocity Hurricane Zone) ,` �' CENS/`�'P'�, Owzo vuECO.D1a ASSA/ BERTHA H V. COLONIAL SHUTTERDRAWN EY: AMERICAN SHUTTER SYSTEMS ASSOC., INC. 7/6/202D No.44167 'Ir E C O 4z6e WEST ROADS CAVE DATE MUT TESTING R ENCrREE18NS COMPAW WEST PALM BEACH.-2ll.]7/D7 .r.xu.s.ra au4 weox aaDa.n.utw PxtxrF:RDD)az-azaa 20-170 -o STATE OF f,�i �...O�CA-00.r:cxmm+t_tmt FA: (sagzDa-e�eD CA-0006719 r 1 ��. mt ar r tea, oux ORANLYC Na. QP' J�� wALTat A MUJT Jr.P.E. /. ��0�(.'•.,,�O RI •'\�`� FIDRIDA Ue./44187 SHEET 4 OF 14 �'AiAAArrA�ONA,ttt��l��`` __ BLOCK WALL REQUIRED. STUDS 0 CORNER (Y P-) POURED CONC. OR CONC. {z)2"xaa waoD _/ REQUT p EXISTING_GLASS. .. —2.70'—---.i'Min.E,D.� , /Ti.D } , ---_— -----' it" ---' - - - 2" !1 60 UNa } i � 2.125" MIN. 91'DE PENETRATION - tJOTCHcD E ow�o� t101T'HED --• 2.125"MIN. ? 1`�• _ `� AT U RW i w 2.125"MIt3. 2.125"MIN. a(D RAI QL BlAOE-PENETRATION 11 BLADE PENETRATION BLAZE PElJETRATSCt3 ..� %/,!% 1 t' W o h {--- - —4 % OR ® (TIP.) ':sue~ ay r 1=zm.___._��_= er^ ._� ��_=e:•�-: «>_ -_c=��a=— _ _ter._--u.--:'t. ..-._.._... _ __=zr=�_e<-..�. uF (2) 1/4"2 TAPCONS I.T.W } I OD=-'-7.729 --e500t- BUILDEX (STAGGERED)TO- u'usimTent'= -__'___- ----�a��_=+�-__!__. --^TAa���nT+r:i.' s:annutnat _. ._--_-_`_'---��"-y iiunii♦Tire (2) 1/4`C TAPCONS I.T.W. ! i _—� _ _ -�--- -•^----'-_-- __ BUILDEX (STAGGERED) W/ Min. THREADED — ` i Min. TO WOOD ,♦ Z _-j2j Q14x2`S.S. S.M.S. AT TOP -^ tdAX. GAP � /f14z2"S.S. AND BDTTOM CORNERS ADD (2T AND BOTTOM CORNERS ADD (2)_ #14z2-SS.S.M.S.AT MIDHOGHr SECTION A—A io1 ®14z2'S.S. S.N.S. AT MIDHEIGHT i(4) 3/i6'0 l J `ALUMINUM ALUMINUM POP RNETS SECTIQ•d B-B AiPOP PAYS SECTION B-B PLAN POURED CONC. 2.125' MIN. e.rs. BLADE PEN^=1PATWN ,f OR ® fJ� ® Mttt. OR CONC. BLOCK _ �•) A OR 2125" 1YAT[-REOUIRED, o- V --'-" I r 2.125' MIN. 2.125'MIN, i1;, BLADE PENETRATION �--NOTCHED BLAIIE PENETRATION BLADE P�lE7RATI0N i r`-----` H 7U 2`x4'N'vOD i5001-- 2.70"-- S00'� , t AT QD RAIL ! AT-ED { "" I ' ' S DS REOUIR { 500` 1.729'---500'- 0 CORNER(Typ.) I O1 10 J- 11 --i•.� �..-, . _"� r =-�ninisirTrsrr n ---r 1 � _ JriINN/rrr6r e .r• r I � } I 1 o ., J-(2) 7T/R4AT'0IC N7APCONS LT Y.�(2) 1140 TAPCONS I.T,Y7./BUILDER -=-- _ BUILDE34(STAGGERED)YT/' (STAGGERED) TO YALL, 1 1 2`Mfi THREADED — — ; PE YE_ _4 oo� jI TO WOOD G �S J r .500' S.S. Sd.!S. '- 4Y�` (?) 91M.S. ` 500:..8b5.�$009- - -,-- - -'L- - (4) 3/16"p ..�--•-'-- _.--_.._.__. -. _...-- -(4)3/ } ,-O ALUMINUM B ' y ALUMINUM POP ftNETS VIEW 1 PARBALVIEW PARTIAL ELEVA•IQ11•1�.��su',/i/ L0'wt�A BUILDING CODE Non High VolocI y Hu no Zeno) L /' Ncs. P .•St/T`���. 02020 TILTECO,a: pSSp f gA H.V. COLONIAL SHUTTER Ste: ti\CEIN F a f NO.44167 AMERICAN SHUTTER SYSTEMS ASSOC., INC. T/a/2aza 7!�' `�• TIWT TEMNO&ENGINEERING C04PANY TEST GW- O2AaN.T3 ];r07 n, as2.asc a u Tens n r,rw Pxot E (Eaoluz-zz94 20-170 -A'•• STAI E OF ;�,` Y yn.: 1,>,_r u..a:{wrr»_Im, vA:(serizan-"a CAL-0006719 ro.r �rleq �q 0 ,x.�,y �y GRAVING Na FALTER A TLUT Jr P,E /r/Ar r6 g ET 9 or 14 ����'•. ��;i1 •-�`� FtCR7DA UC• Hi67 pnn-r1c EXISTING GLASS �j 1 ,�' I� -----` r Win.E.D. 3 ►Gn.i POURED CONC. OR - D. �� : ._CONC. BLOCK WALL %ri -----' --- 1; Il ♦ � REQUIRED % % POURED CONC. OR 1/8'NO.GAP CONC. BLOCK WALL O OR (TYP) (tte/Aax tiux REQUIRED. I N C ik4A O TYPICAL PLAN (NON HURMANE_POSITION) ; j ;� ;- OO oR N.T.S. (TYP.) - ---- --- I DETAIL X I EQ (2) 1/4-0 TAPCONS %;% "- POURED CONC. OR — CONC. BLOCK WALL I.T.W./BUILDEX TO WALL REQUIRED. �fr— (2) 1/4"0 TAPCONS.___.: /�`v�j; 3•Irn_ I.T.W. BUILDER TO WALL. , OR QA (TYP.) (2) 1/4" TAPCONS = —z 11/16" s/,s' !, ,/2-L s/,0' `•:G% —..... 1� i LT.W_/BUI - LDER --' 1/z: (STAGGERED) TO WALL. n -ALUMINUM OR®� ----- \ i POP RIVETS VJ ELEVATION Y—Y ----- — r: SCALE: 1/2"=1" EO. ' -.. '--- -- -- ----- ---- ' ' _(2) #140/4" S.S. (2) #142" S.S. S.M.S. AT_,-_j 2 1/8'MIN. 2 1/8"MIN.! S.M.S. TO®AT TOP AND BOTTOM CORNERS 131/IOE PENETRATION e-L%DE PENErRATION LOCATIONS SHOWN ON �tti,11l!11( &// ADD (2) (J14x2" S.S. S.M.S. Q ELEVATION ON SHEETS �p; �� FLORiDA BUILDING CODE (Non High Velocity Hurricane Zone) AT MIDHEIGHT 3, 3A & 4. `�♦`Qv.• GINS'., 02020 Ymmo,Mo. ASSA/ BERTHA H.V. COLONIAL SHUTTER . ' DETAIL (NON HURRICANE POSITION) ` No.44167 AMERICAt{ SHUTTER sYSTEIAS ASSOC.. INC. X 7/60/AT ` 42M WMT ROILS DRIVE DATE: SCALE: 3/8"=1" j„1� * 71WT7ES,NO&ENOME[R1NO COYPANI PROM(e0atWEST PALM �ii=�u3Ds� 20-170 y(/ $ 6W M V]6!.S,.IDw M.YlR9G a OOR a- /'/ .p. STATE OF ty s .1»,-+sw. :0 WI-,m, rAx:(ee1u02-eee0 -P P•: fA-0OOg71B mcr mo.aa aQ aY.Y oo�m, Ao. nRImwD Nx %��O,( •.FLO R10 WN TER A 7R17f Jr.P.E. m,>3,. n�ro SREET D 0r to :.��.♦ RDRIDA LE LP aa02 nni ta����� ............. J._ EXISTING GLASS ,�-- 2'Gin. ED. 2'Min.E.D. - �J `�.� WOOD I ------------------- ! 1/' % PLATESWOOD ,WOOD STUDS ---------------------- ---- e / OR 1/2" (MIN. PLYWOOD SHEATHING t/4• 1/8-MAX. GAP t/4. --- T _ REQU RED _1 MAX. _ it FEE;! — - =. tl _ TYPICAL PLAN (NON HURRICANE POSITION) j,;, /; f ; "I O " - � N.T.S. / i •`J ji i I X —t'' ED 1/2" MIN. PLYWOOD Eo (2) 2"x4" WOOD_- r SHEATHING REQUIRED STUDS REQUIRED rf !f� -i PII '? ® CORNER (Typ.) / I ✓ ! / I a t f (2) 1/4"4 TAPCONS I.T.W. BUILDER Il,� ` ;' ,' { i .s i ♦ =! �'1 { --W/ 1 1/2" Min. THREADED / /, -✓ /�'..' 1 - / I PENETRATION TO PLYWOOD1/2 SHEATHING REQ'D. W/1" EXTRA / i Jl 11 1 MIN. DISTANCE PASSED PLYWOOD —2'*v. Y EOi\' I r I - _-r_'�—'"1—� fi/ ��J' Jr'' i•�I I I ® OR OA (2) 1/4"O TAFCONS I.T.W. / , Mw.EMBEDMENT BUIIDIX(STAGGERED)W/ y BEYOND PLYWOOD j✓ l' I (Typ. f \l� J / 4 1 1/2" Min.THREADED -� PENETRATION TO WOOD y' z:.I/2. 1 3/4' .._.1/2' �-11 1/8'L.J 1/2' / ,p ELEVATION Y-Y -© :A UM/16"0 r�D 1/2. O SCALE: 1/2"=1" OR �- POP RIVETS tv-) (t!!JJ_n • hif.7L'._77._7.9s -r=--_ _----�.a�j91_;_�.-1 - -© ,f OE /� - •. -- �k ---- ------ ' (2) #14x3/4" S.S. ���� IP11w1u z FLORIDA BUILDING CODE (Non Hlph VelocityHurrtecno Zone) (2) #14x2" S.S. S.M.S. _'_J 2 1/8"MIN.I , 2 1/8"MIN. S.M.S. TO®AT �J�Q\.,- •.r,/ mzmeG mlew,wa ASSA/ BERiHA H V. COLONIAL SHUI7ER °D AND TO ADD (2) #74x2" BLADE PENEn2 — �_n etADE PENETRATION LOCATIONS SHOWN ON �: \CENSF' S.S. S.M.S. AT ) #144" lvJ ELEVATION ON SHEETS /e/MM 3 & 4. No.44167 AkIER{CAN SHUTTER SYSTEiIS ASSOC.,ASSUC INC. OAS DETAIL X (NON HURRICANE POSITION) - = I�- EC O�aa. «�Wm .0 * Wes,PADI ecAal ft l3/07 • loT 8 ENGInMWO COMPANY PNONE,(L001172-720{ 20-170 -/ /- ', Ae tia se.Sb.]a�Wtx�f+am,^a a,a EAX. G +- STATE OF ,".:tmun-,�.rm:(xemn-+ssr SCALE: 3/8"=1" f1• 0,OGG8718 a R. ova auc a,r m m 4uc GR,WWG Na O FCO IDS :`�(• WALTER A TILL1f Jr.P.E i fl •',C\`• RORIDA U.S 44167 s1�r 7 OF t4 �����iuqu n la►lttlll`\. -4) �OE OR (TYP.) OR CTYP.)--,, OR (TYP.) OE (2) # 1 4x2" S.S. S.M.S EACH QQ TO(D EACH EQl --- ---- ------------------ ------- ---- -- -- - (8 SCREWS/STORM BAR). 71 ------ 0- - I EACH -- --------- e ........ ------- (TYP.) ------------- z CONT. "17-------- -- .4 —6-CINT All, ------ - -- ---- - ------------------ ------------------ Al OR (M.) OR (TYP.,__. ------ --------- ----- 1/8" 'MAX. GAP OR (WFI) DETAIL1 (ISOMETRIC) . FLORIDA BUILDING CODE (Non High VoIcalty Hu coo Zorio) , ...... N.T.S �,V VT C,4020,"Lwca.Lir- ASSA / BERFIiA H.V. COLONIAL SHUTTER up Ql� im—ERICAN SHUTTER SYSTEMS ASSOC., INC. 7/6/20- No.44167 FTI—1.rE-CO.... \ 4268 WESI ROADS DOE DAM- WEST PALM SUCH.rL 33407 ILUT TESTING&ENGINEEFUNG COMPANY FKCHQ�3660,0 — 70 3=-2204 e3aD 0 r.. WAWVC.ft 'T"C', CA-CM67151 i — WCTER A. P.F- ROMA LO i�?67 SHM a c K 0. @+@OR 1 +@ ALW(8)AYS REQTY'D. ALWAY(8) RSEOTY�.'D (C)OR fj) +0 "tP. .------26' MAX. UNIT WIDTH.-----I ------ MAX. UNIT WIDTH 26" MAX. UNIT WIDTH.----- MAX. UNIT WIDTH.--- fi c'/1 0 C./i 04 @ @ 10 0 1 110 o 0 o: 0 0 01 10!0 0 'to 0 T ------ 0 O CT 0 T Fo E --- ------- 0 0 0 0 q DE(8T OZ. T. 2/14 'D. DET. 2/14 q, b (3) REQWD @ (2) REQ'137 ALWAYS TYP. ALWAYS •TYP. �J4 N -A A S TY 'ALWAYS TYP. 0 ."H to 10 0 10 EACH(D II DET. 2/11 A (TYP.) OR Al (TYP) OR (ryp.) 7��OR (Typ-) ui 0 0 o HD 0 7=1 ------ Ib_o 10 0 ...... of lot o 0 71-t--I LCG 1) ---------- C.& !0 7-- Ic, 114 0 11 a i 0 sa 0 0 o I 0 !0 a z to 0 0 oi 10 o 0 01 `- Ot � , i 4D Do I� L Do OE x/10 E OE ----m" MAX OVERALL We 4, TYPICAL EXTERIOR ELEV. QUADRUPLE PANEL • FLORIDA BUILDING CODE (Non High Valacify Hu ins Zone) I: ILP No.44167 02020 MTECO.Oir- ASSA/ BEIRn4A H.V. COLONIAL SHUTTER (HURRICANE POSITION MWN eY N.T.S. AMERICAN SHUTTER SYSTEMS ASSOC., INC. "/6/2010 STATE OF -620%=ROUS DRM GATE. * MAXIMUM A.S.D. DESIGN PRESSURE RATING: +45,-45 PSF FOR CONCRETE OR IL WEST PALM OMM,rL 33AD7 .4&T TEWWO&ENGINEMNO COMPANY Amam.(moz- 1= 20-170 rAX- CONCRETE BLOCK WALL WtMG N. NAL CA-=67 19 P.r PM9 0 MAXIMUM A.S.D. DESIGN PRESSURE RATING: +40,-45 PSF FOR WOOD J11111110, OF ALLW Jr. 441 Na 67 1/4" WOOD HEADER 1/4 MAX. REQUIRED MAX. Cl� 72/1 POURED CONC.ORXII��I, CONC. BLOCK WALL;'/' 2" REQUIRED. MIN. MIN. AR F (F. irrd (2) 14x2"--- (2) 14.2" S.S. S.M.S EACH S.S. S.M.S EACH (E)TO 0(TYP-). To 0(TYP.). EXISTING EXISTING GLASS Cont. CLASS L- ��j Cont. 3 5/8" MIN. f I 1 3 15/15" MIN. SEPARATION 14,OR (rP.) t-- SEPARATION OR MP.) I TO GLASS TO GLASS 4) ADD (z) S.S.. ADD (2) #14X2- S.5— cli) #14x2- S.M.S. AT DHEIGHT`. S.M.S. AT 9 DHFJdW— AT@ OR AT 0 1 OR( ov \—©Cant. ------ OR(Z)(M.) OR (TYP.) V\" (2) # 14x2" (2) # 102" S.S. S.M.S EACH S.S. S.M.S b�c (E)TO@('yP-)- �GliCont. (DTO�(D(TYIP.). i�tcont. NGENq EXGLTIANH ISN EXGLASGISTIN 10.44167 s � 1/4" 9% STATE OF MAX. 1/4 GAP" MAX. GAP Lb, 2"x4" WOOD PLATE REQUIRED fa POURED CONC. OR CONC. BLOCK WALL REQUIRED. WOOD STUD 0 24- FLORIDA BUILDING CODE (Non High Vofoclty Hu come zone) OIFiff D.C. MAX. REQU L' l' Ni 02020 TRIM.i= AM/ BERTHAH.V. COCOLONIALsHSHUTTERSHUTTERMY ORM fff. L 1'1" rsl SECTION C-C SECTION C-C AMERICAN MUM SYSTEMS ASSOC., INC. 7/0/- 4268 WUr ROM DVM DATE BEWM (WALL MOUNT) (WALL MOUNT) WEPNMW VMH - ,FL 3UG? 20-170 rAt.("t HURRICANE POSITION HURRICANE POSITION lI I o" SCALE: 1/4' 1" SCALE: 1/4" FAIAq"1P. M MLT 10 GC ftF I 111 2'11 4'WOOD STUDS NECUM 0 CORNER(Tip.) POURED CONC.OR CDNr MCI(WAIL REOURED. 11/z DUSTING CLASS. 7-70V 2J26'UX 2 2AW BWjIp2a•OW UH 2.125'MR Z1251 MR 1118*"N' 5 ILAII PENETIVITION ON 0 2.125'WN. 2.1 MADE PENEDWON E=YICM BWE PMEN OR cryp-) 1--�OEr 1.72fr (21 1/4-T=)L%-- _-w v-1 WALL maw oci (2) Iff (2)1 t. / 4)(2)Pg- AT 16. ;A.A AM =(2)- (41 V.. —(2) A (4)3=1 4 3/16 114'a,Sa SU.S.a NIDHEK" POP POP WETS #144-S&S.U.S.AT um rs EA SIEMIGN A'-A' POP z, B SECTION BI—B' SECTION V—D' SECTION D'--D-' SECMDN It'-se lA PLAN N.T5 OA OR @ 0-.) OR (M., MADE PENEtRAMO 2-1z'mac 2.125'WJN. 12)2'.V WOOD JZ71ON adi?ZE POURED CONCRETE 7 013 -, BLACEPENEFRATION E FENEFRAMON '5' - f OR CONI-REIC NUrCHED(D Trp. OE NOTCHED19— STUDS REOURED A AT 0 WX TYP. -I.ng,_5W WA'-' Of- 2.700 Do ATCPALTyi� ®CORNEA(Iypj TEccX WA'-' ROWD. 8- -0 oil D— WiT V1=0 0 7 (2 MY Rm)To • IN 4 NS i� -Ig� 't-.._moo / 11 i ttz)Tl4a TPrcONs ET.w 25 .c .sy -7-11 (4)3/It"O I (4)311r-0-1 -(2) AUUMM POP FVIETS 5 Z'tIL4.2- CRY—, VIEW 1 (PARTIAL ELEVATION) POP RWETS -00 FLORIDA BUILDING CODE (Man Hlah Volocify Hu can@ Zan*) .0'74 e"�\CEN cim MUDD.MO. ASSA/ BEITIM H.V. COLONIAL SHunER NF CRON fff. No.44167 s AMERICAN SHUTTER SYSTEMS ASSOC., INC. 7"5/-D 42M WEST ROADS DIVE DATE ZTIWT UMr A WrMCCRING COMPANY WEPT"FPAW- ZEAML3%V 20-170STATEOF n n wtu MHE(5a as I � VULTER&7!Iff Jr.PX FLORIDA I CIA)1? 1 44167 A Ism"11CF141 '1111411111111110 0 POURED CONCRETE OR POURED CONCRETE OR r - CONCRETE BLOCK - CONCRETE BLOCK I WALL REQ'D. WALL REO'D. '"' 'I 1 �\� 3' lin�E..D, ED. M ' \\ 1 f EXISTING GLASS POURED CONCRETE OR i CONCRETE BLOCK /4' t/e"MAx.GAP WALL RE MAX. mm GAP MAXII tt Q D t/a" 1 TYPICAL PLAN (NON HURRICANE POSITIONS \ =`I =� � )I N.T.S. `, , ,• � AZ OR �i (TYP.) 1 11 POURED CONCRETE OR CONCRETE BLOCK WALL REQ10. fi (2) 1/4"0 TAPCONS I.T.W. BUILDEX---- fr TO WALL. --2 1/2" 4 4 Q OR Q (2) 1/4-0 TAPCONS I.T.W. f i/--1—z it/ts -',�Z. s/ts- !1 i/2- s/ts' i i (TYP.) BUILDEX (STAGGERED) TO WALL. -C1 (4) 3/16"0 i rut -ALUMINUM A OR v POP RNETS O __ _-__J ___-__ _ �L(2) #14x3/4" S.S. ELEVATION Y-Y (2) N14x2" S.S. S.M.S. AT 12 1iLB�MINj -^ s! S.M.S. TO®AT SCALE: 1/2"=1" TOP AND BOTTOM CORNERS-' DIADE PEN�RAnoN _-©. LOCATIONS SHOWN ON —_ t.__�r. �__W__Y _ ELEVATION ON SHEET 9 ADD (2) #14x2" S.S. S.M.S. i AT MIDHEIGHT ``ptNwunnngpri i r nORIDA BUILDING CODE(Non Hlph Velocity Hurricane Zone) 1CFN ' C2020 TMUM INC. ASSA/ BERTHA H.V. COLONIAL SHUTTER u, `` No.44167 �; SH AMERICAN UTTER SYSTEMS ASSOC., INC. 7/0/-0 DETAIL X (NON HURRICANE POSITION) � srA EOF :* IL ECO 1— ,4, ti DATE.°"' SCALE: 3/8"=1" %O`: F� �,Q IT WEERWOO CCU"a p PHONE te00u�x-2204 20-170 ORIDP :�F. vrr'41io�mro-mw.ra;twm�,-,�+, PA,OLDD,ri00-eTea DROMBm WALTER A. s,¢cr 1z of u Jr.P.E a.'. moov,o nOwDA u0.1"167 �-- WOOD HEADER, WOOD PLATES, WOOD STUDS I ---_2 MnISTING GLASS ! �s /. 2'Min. E.D�I:•` fit! ram_-•Ji�o' �` PLYWOOR OD SHEATHING 1. E.D.ED. 1, e 1!<' t a^MAX.Dry t/a• / ! % \ - REQUIRED �rO OR (TYP.) - MAX. - - -- -- -- F" I .i - TYPICAL PLAN NON HURRICANE POSITIONS �' I` N.T.S. ��� T - - if/ // ;J lilhll' lz. ",i ® OR 1/2" MIN. PLYWOOD DETAIL X r �t` I rII.� I'r �(t.25O'- I (2) 2" x 4" WOOD_ ;""SHEATHING REQUIRED 1`MIN , STUDS REQUIRED !/ ri : : rrrr r - 2/ 1 4"0 TAPCONS I.T.W. BUILDEX �It I 0 CORNER (TYp.) W 11/2" Min. THREADED PENETRATION TO PLYWOOD A74i' t/f I lil l h Eo SHEATHING REQ'D. W/1" EXTRA ( j/ I i i j--�•g - DISTANCE PASSED PLYWOOD---- . '.. r soo •2••116n. / .r` ,�,,.� ..� { I •�� I /� E.O. /, ��„f✓'' „�_A it OR pA 10 (2) 1/4"0 TAPCONS I.T.W. 1 3/a 1/2• BUILDEX (STAGGERED) W/~ i%z" t/2' t t/e;` � �_If•! l__ !I .__. _--. _,'t___ ii S._�L_� 1 1/2" Min. THREADED PENETRATION TO WOOD y' © (4).3/16"0 1� (D'. f-ALUMINUM O OR ® --_� `J @ OR pA (TYP.) OY N-.-___-- -_-__ , (Typ.)--- p ELEVATION Y—Y SCALE: 1/2"=1" \`(2) #14x3/4" S.S. (2) #14x2" S.S. S.M.S. AT L?1/§LfAy 9 - y �, �, S.M.S. TO©AT TOP AND BOTTOM CORNERS e1ADE PENEMATION O. LOCATIONS SHOWN ON 11 II{ (Bll r---_-- �_--- L.��_- ELEVATION ON SHEET 9. �P�t )�. 11( rrrir� ADD (2) #14x2" S.S. S.M.S. 1 I 01 'k�,...,, �/p of FLORIDA BUILDING CODE Non High Wloelly Hu Ina Zone) AT MIDHEIGHT 1 - __�'-�'_=_ _Y �S\P\'vCENs'. `i9 F om:u mtcc6,xa ASSA/ BERTHA H V. COLONIAL SHUTTER �No.44167 el c AMERICAN SHUTTER SYSTEIAS ASSOC., INC. /6/=�� DRAM OAT E : " E�► 1 ac wE42% 6t R uiar DETAIL X (NON HURRICANE POSITION) ' STATE OF :'c�; 4n"LL% sNOa&i Na�oanP� ,E:l�,.>z-moo 20-»0 9' v :cw1)er,-,m.ro. rAx ((:0 -euo wdmn-,311 . • OR1DP ��� a-auu67f9 �.. ten+ r.. �a o� GpAmcN SCALE: 3/8'•=1" ���i Fis MUM A llLLlr Jr.P.E. i� S•"',,•••N `� ROWA De./44167 mu nine Po s711EI 1J Or 14 fllllll f 11111111\1� (2) # 142" S.S. S.M.S OR MP.) ---nE (TYP.) --OE (m) OA OR Al (TYP.) EACH F TO E EACH @ (16 SCREWS/STORM BAR) (16 SCREWS, Z t t" 3- ---------------- ­(D(TYP.) t 4 Z�7 7 A A Aj=_'A� 7:f4,4 (Typ.) I I Oyp-) Go ­_ 1- ' ' 't- " 1/8' MAX.T GAP 1/8 GAP 1/8- MAX. GAP DETAIL 1 (ISOMETRIC) N.T.S FLORIDA BUILDING CODE (Non High Velocity Hurrlcan@ Zone) M.P E I V ASSA BERTHA MY. COLONIAL SHUTTER DRA"Or. 0.'44167 20 OAX- iMiERICA11 SHUTTER SYSTEMS ASSOC., INC. '1/6/ 20 IL ECO420a WEST ROADS OWE -\ INC. I., WEU PALM REACH,rL 33407 Z: IRLUT TESTING&ENGINEERING COMPANY Pmxr.(800)432-22" 20-170 STATE OF wm � _. ��.1. Owl-1wr— FAL-(561)ZOg-M DRANWC No: CA-000571 RID I A.,IW Jr,6 PM ...... FXL 44167 W=60"MAX(105'FOR TRIPLE) W=60"MAX(105"FOR TRIPLE) W=60"MAX(105"FOR TRIPLE) REVISIONS H=32"MAX H=32"MAX H=32"MAX. r VU r r W —r r w oo 0 o0 0 0 00 0 f� - --- -------- LWL! C4 to cp Z go N /R mo .0 . Z 0 c W < � U6 � M' Incc C FBC 2020-7TH EDITION (n C 160 MPH ----- - - Q EXPOSURE: D W� CATEGORY: If ROOF HEIGHT: <31Y V z R C 9 UJ r•_ a 1 0 AWq-.-(SEEFLU R91 m O. ART'HV(SEE FL0290_L9)_PART A Z ART'W(5EE FL8Mjt5) NDT SHOWN FORCLARITY 7X PX ire•ALUMINUM CHANNEL O MT'A(SEE FLWXLFt9l N E W -------- ----- - i Z a 1 Q a .0 -- C O /d•-201(7(d•RAIET NUTWTHlW I"MINIMUM = �n�OEWALXBOLT®EWM po EDGE DISTANCE allo SECTION SECTION , K. r /l. PE i NOTES: '. V i NO. 1. THIS DETAIL DOES NOT REPLACE FLORIDA PRODUCT APPROVAL FL8200 R9.THIS DETAIL IS SUPPLEMENTAL. y i 2. SEE FL8200 R9 EVALUATION REPORT AND INSTALLATION INSTRUCTIONS FOR SPECIFIC INSTALLATION INSTRUCTIONS AM)7� i ¢ A LIST OF ALL MATERIALS. tF r • 3. SEE FL8200 R9 EVALUATION REPORT AND INSTALLATION INSTRUCTIONS FOR WALL ATTACHMENT METHOD AND MAXIMUM OF • PANEL SIZES. 4. THIS DETAIL IS AN ALTERNATE METHOD FORTHE"HURRICANE POSITION". 5. ALL ANALYSIS IS IN COMPLIANCE WITH ASTM-E-1885,ASTM E-1996,ASTM E-330,AND ASCE 7-16. 'j� SS�� ►�� 6. MINIMUM 304 STAINLESS STEEL SHALL BE USED. -Tro/EMB!Lir COLONIAL SHI.TTER ALTERNATE LOCKDOWN' ll ATTACHMENT METHOD S.1 04/12/21