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HomeMy WebLinkAboutProduct approvals - I 0u - 03 ✓-r-. _..� /�'ZG -O-Ni.1 C BCIS Home Log In User Registration Hot Topics Submit Surcharge ! Stats&Facts Publications j Contact Us BCIS Site Map Links I Search I Flanda Product Approval USER:Public User Product Aooroval Menu>Product or Application Search>Application List>Application Detail 4)µ C=•''I ?,y'. FL# FL8200-R7 Application Type Revision Code Version 2017 Application Status Approved Comments Archived ❑ Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Colonial Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit,Jr.,P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Henry Kampmann Jr. O Validation Checklist-Hardcopy Received Certificate of Independence FL8200 R7 COI AMERICAN SHUTTER SYSTEMS ASSOC.. INC. DRAWING 17-216 CERTIFICATE OF INDEPENDENCE.PDF Referenced Standard and Year(of Standard) Standard Year ASTM E 1886-05 2005 ASTM E 1996-05 2005 ASTM E 330-02 2002 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/15/2017 Date Validated 10/13/2017 Date Pending FBC Approval 10/17/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 8200.1 Bertha HV Colonial Shutter Drawing Extruded aluminum blades assembled together and retained Number 17-216 by iambs/headers to provide Hurricane Protection Limits of Use Installation Instructions Approved for use In HVHZ:No FL8200 R7 II AMERICAN SHUTTER SYSTEMS ASSOC Approved for use outside HVHZ:Yes INC. DRAWG 17-216 BERTHA HV COLONIAL SHUTTER.PDF Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party:Yes Other:Large missile level"D",Wind Zones 1,2 and 3,Max. Evaluation Reports width is 60"and Max.height is 96"for+45,-55 p.s,f.A.S.D. FL8200 R7 AE AMERICAN SHUTTER SYSTEMS ASSOC design load,and Max.width is 52"and Max.height is 66"for INC DRAWING 17-216 PRODUCT EVALUATION REPORT PDF +50,-55 p.s.f,A.S.D.design load(double panels)and 105" Created by Independent Third Party:Yes maximum width and 66"maximum height for+45,-45 p.s.f. for concrete and+40,-45 p.s.f.for wood for quadruple panels. Back Next tact 1) ::2601 Blair Stone P.M.Tallahassee Fl.32399 Phone:850.07-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::privacy 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 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed underchapter 455,F.S.must provide the Department wlth an email address If they have one.The emalis 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,FS.,please click h_e,_. Product Approval Accepts: �, Credit Card Safe I GENERAL,NOTES.' NOTES: 1. BERTHA H.V. COLONIAL SHUTTER SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS B.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO THE POURED CONCRETE UNIT SHALL BE 1 3/4" AND IN CONCRETE BLOCK UNIT SHALL BE 1 1/4", BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (6th EDITION) OF THE FLORIDA BUILDING CODE. THIS COLONIAL SHUTTER SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE 8,2) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE ZONES (tAL*.fl DADE/BROWARD COUNTY). EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE DESIGN WIND LOADS SHALL SEE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, BEHIND SUCH PANELS, ANCHORAGE SHALL BE AS INDICATED ON NOTES BA). FOR A BASIC VAND SPEED AS REOUiREO BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED FOR A DIRECTIONALITY FACTOR Kd=0.85.USING ASCE 7-10 AND SHALL NOT EXCEED THE (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON NOTE 2. OF THE ANCHOR'S MANUFACTURER. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO 8. EACH SHUTTER SHALL HAVE A LEGIBLE AND READILY VISIBLE MARKING INSTRUCTING OWNER OR TO COMPARE THESE W/ MAX. (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 337 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 COlvIECTIONS 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 SCREINS SPACINGS. SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BERTHA H.V. COLCIVIA-1 SHUTTER'S ADEQUACY FOR IMPACT AND CYCLIC RESISTANCE HAS BEEN BUILDING FO PREVENT WIND/RAIN INTRUSION. VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS P 1215.01I-06 AND # 0131D1-07 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 33O STANDARDS, QUALIFIED FOR WIND ZONES 1, 2 Y 3 MISSILE TYPE D UNIT DURING HURRICANE WARNINGS. (BASIC PROTECTION). II. BERTHA H.V. COLONIAL SHUTTER'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS 2. SEE ELEVATIONS OU SHEETS 3, 3A. 41 & 9 FOR MAX. A.S.D. DESIGN PRESSURE RATING & MAX. DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE juRisoicriou WHERE SHUTTERS DIMENSIONS- PERMIT IS APPLIED TO. 3. ALL ALUMINUIM EXIRUSIO,*113 SHALL BE ALUMINUM ASSOCIATION 6063-T6 ALLOY AND TEMPER, WITH il SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT COLONIAL Fy= 25.0 ksi MINIMUM (UNLESS 0THimllISE NOTED). SHUTTER IN ACCORDANCE WITH SECTION 1709,9.3 OF FLORIDA BUILDING CODE, ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA 4, ALL SCREWS, TO BE STAINLESS STEEL 304 OR 316 AISI SERIES WITH 50 ksi YIELD POINT AND BUILDING CODE. go ksi TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. 13. (A) THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; I. E. WHERE THE SITE 5. BOLTS TO BE AJSI -104 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 To WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS OOCUmEf-IL CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (A) To EXISTING WOOD FRAME WALL: SOUTHERN PINE No.2. G=0.55. - 1/4-0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDER, INC. (C) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF ALTERED BY A'NY MEANS. NOTES: A.1) MINIMUM THREADED PENETRATION OF TAPCON ANCHORS INTO WOOD SHALL BE 1 1/2-, (0) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT A140 A-2) IN CASE THAT PRECAST STORE OR PRECAST CONCRETE PANELS BE FOUND ON THE WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, EXISTING VZALL. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL SUBMIT TO THIS LATTER t BEHIND SUCH PANELS- ANCHORAGE SHALL BE AS INDICATED ON NOTES A.1). THE SITE SPECIFIC DR011INGS FOR REVIEW. (B) To EXISTING POURED CONCRETE MIN. (V00' c = 3192 p.s.i) OR ASTM C-90 CONCRETE BLOCK AL P.E.D. SHALL BEAR THE DATE ANORIGINAL SEAL AND SIGNATURE OF THE .V. . .1 SIONAL ENGINEER OF RECORD THATD PREPARED IT. 1/4- 0 Tt-PCOR ANCHORS AS MANUFACTURED BY I.T.W./BUILDEX. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) tio.44167 02017 ULTECO,NO, OSSA/ BERTHA. H.V. COLONIAL SHUTTER cam.,sTl THIS DRAWING SHALL ONLY BE USED TO z ua AMERICAN SHUTTER SYSTEMS ASSOC., INC. 04-1- 013TAINI PERMITS IN THE STATE OF FLORIDA IILIECOmc. .260'AwT RcAys OME AEST PALU 2&414�FL ZU07 .......... ULUT TESTING&ENGINEERING COMPANY PHONE.(EDO)432-2204.FW{M}202-em 17-216 T;*l(=-Au'—1 R1Ina Iva .1m 41 7 FOR WOOD 2 875"_ -INSTALLATIONS W/O FOR POURED CONC. & 3.835 •GONG. i3LOCK WALL '•-g 1 p"_ g 1 p• v pF+t / INSTALLATIONS VJ/0' 3c"T7." .213" , 2.330" Ni ( gyp a in n �P I� 1625" i •+ v^4 t_Q83" 030 108 o ' 071" n p p78" o + C! N I t .ti9" a ".�. 1 I 2.375" _(FOR n 0 i ry `i 1 ! _(FOR WOOD & POU R€0 {• '240" i 5 t �p CONC. OR CONC. --•--i.625"� i 7t20---- �= BLOCK WALL) 2.000" 2.125- (±.020)� ( t-.----.,$24" n 1.820' LOUVERAt AIRFOIL OPTIONAL CB FLAT HINGE ©DOUBLE HINGE DTOP & BOTTOM RAIL JAMB ___ 1 S. LADLOWER BLADE TOW 6063-T6 Alum. ALLOY 6063-T6 Alum, ALLOY 2000" -- 2" LONG. C1 DOUBLE HINGE 6065-T6 Ffsrrzr_ALLOY 5063-T6 Alum.ALLOY VIEW Y 6063-T6 Alum. ALLOY 2" LONG. 2.000" � •r - .550"-- .620" o SMOOTH -1 -0.500" EXTERIOR HOLE o 3„18.0-16 2 s. nR€SNAP. STORM BAR TYPE 1 =To 7 iIH,VSAAFE•T{PIN 3.000' .--3.Z0'•----+ -� '.—.500" - L-.5p0" w 1.530" 144 II FE20hrt SIDE ViEVV , 620" H.V. STORM BAR CLIP a S.S. HINGE PIN L " ISOMETRIC PCL-3S-T6 �p;TG"LLOY W,� LOCK NUT. � 0.250- � N.Ts G1 STORM BAR TYPE 2 ( S.S. H.V. SAFETY PIN �-.- 2.500" f N{� W/COMPONENTS � 2 S.S. WIRE SNAP �- 25Q" _ o _ t `n = M67 FLORIDA BUILDING CODE (Non High Veloctly Hu 'cons Zone} ;437" ? E— Q NON HURRICANE ,* � Assn/ BI72THA H.V. coLONw"SxUrtEtx 'S° BRACKET ANGLE s6itvl7 I1 114"0—2OX2" S.S. HEX HEAD 6063-T6 Atum. ALLOY �_ c T /� a�aEsicaN SHUTTER srsTs�s ASSOC.,assoeINC.iCAM _ - - '\ \+ �,1 E C v INc. 4268*�amps cma 2 i/6 LONG. 6p -'•v' ++, TILUT TEST7N0 Ec EN6WEE41NG COkPANT KT-'"T PAI-204,F Fl" 1)20 BOLT W/DIE CAST ZINC NICKEL E S ',T+ TIL T K� t.0 � teool•:2-2204, F tseTO? a0 17-216 J r+'�ONM,,�111 (7et,7stEB»OW67t9(mJPn'-.Sft m.a etmmswr oaT tacr s�sna tue C?l,'1tJx tkr: PLATED WASHER WINGNUT WALTEW&TXWlr.P$. ., iL0Rt0A Ue. Ni67 .,qI SFtEEr 2 OF K ®+©OR +0N, (6) REO'D ALWAYS TYP. AMER --30" MAX. UNIT S11IDTK--,-30" MAX. UNIT WIDTH.-- FraAno 7 C :Z MAX. fP :0 a O of 71 Pousm Corz.CA :0 C. oj ='C'.Aux " 1 KwRm 2 1 0 .......T FAN. WN. r4Z) .. nG (3) REOD. A, I.. -I- i ALWAYS TYP. DET. 1/8 F ......... 2) REO'D. (2)➢1 14X WAYS?AiLL TYP. SIS 5 ( !a 0 TO I e(TYP.) 4_ _° - 11410-110 -T- CIA$ offd P a10 I1; f 3 112- s4 TO cuss I to CLIcs (2)#14a, S. AT ON ON 511.0. sm 6H AT AT .. ........I —7o�1 . 0 < = It x w -Yp ; : I 0 0 } FOOR OW.) a WE-) 0 REO'D.- F •(2) .... WAYS TYP. o 0 -4 1101 10 116 _ai . /, I F u u I qfAVIC' z nG ........ ....... 75 13/5 ti 2' 0 10 VIP. j\tT V40D PLATE 0 0 oi COMED 0 .0 0,' MCIo I UAX D C 2C1 SECTION Q-C RMIRED SECTION C-C -60' MAX. WIDTH. (VIALL MOUNT) (MU.MOUb[t) HURRICANE POSITION HURRICANE POSWU TYPICAL EXTERIOR ELEV. DOUBLE PANEL FOR WOOD OR CONCRE-W. -7 FLORIDA BUILDING CODE (Ron High Velocity Hurricane Zan#) (HURRICANE POSITI 4061 1 02017 mmo.mc. ASSA/ 13MT14A H.V. COLONIAL SHUTTER mwu 61� e AMERICAN SHUTTER SYSTEMS ASSOC., INC. MAXIMUM A.S.D. DESIGN PRESSURE RATING +45, —55 I?sf. lb.e' . rl LATE C 0 stic. AM VIM POWs MWE ............... rESITHO&ENSINEMtM CQWPA� AM P14LU SEACU,N_'"" 17-216 24w U.f,tjm a �=E*.(=)432-2204.FAX,(561)2z Ltme" w3�. (tw-m, E-0006729CA==%k': ur-0"16 FLORMA w ARN+G OR Z-6 +0(6) REQ'D ALWAYS TYP. —30" MAX. UNIT WIDTH. 30" MAX. UNIT WIDTH. �c VAX. 0 0� ---------- G (3) REO'D. ALWAYS TYP. --DET. ------- ......... F {2) REQD. EACH WAYS TYP.* t49 o 0 11 CIO 11 01 10 IF (IYP 11 01L- -u 7ATOR Al (TYP.)-- i 'r-OUR(g (TYP.) P-1 -------- ... 1 10 MASS G 011 01 114 4 p 0 9 L o IS, C j (DIG-4 ....... RE()'D----- �2A)YS TYP. F 6 0 11 0111 10 a 1 Lux q-Lp '0ATiZ4 ........ -Tm�mmlm ....... SMILAR 2 1 A/5 A/5 B 5 =4r-ElOCK K'Zit To I I t4o.441161 is 0 01 NIN 46 SECTION C—C L MOUNT) L@ HUPRCAIIE POSMON ...... SMF-'1/4*-1* 60' MAX. WIDTH. TYPICAL EXTERIOR ELEV.-DOUBLE PANEL FOR CONCRETE BLOCK. (HURRICANE POSITION) FLORIDA BUILDING CODE (Non High Velocity Hurricane zonjj) 02017 Ift-TECO,C.C. ASSA/ BERM H.V. COLONIAL SHUTTER Tt WL i� MAXIMUM A.S.D. DESIGN PRESSURE RATING = +45, —55 psf. 68,111,(7 AMERICAN SHUTTER SYSTEMS ASSOC., INC. 4268 WEST pa=DRpr T(LUT A PAW 13CACW.FL 33407 OATC LUT TESTING&ENGINCEW00 COUPANY 17-216 a.tmv�—c..mc.an- (90DW2-2204.rAX:(561)209-SUO 03-C400 871 WALTER kJ1.C.E. A.OMA LM 441, + (4) REQ'D ALWAYS TYP. ll 26" MAX. UNIT WiDTH.---------t---26" MAX. UNIT WIDTH.--- �c D 7 I/Ov 0 ALNr. D z MAX, to 0 ol ot 0 " f Ml-eLoc JL0 0 pwo 0,*,C, 4 mv. DET. 1/8 to I F)(Z). RLQ:D. A3 c-I S-TYP. AY PF (TYP.) In 0 0 L 4-4-- 0. 3 S/V ui. L-fWARAIM SIK.II ElT6N TO CLASS W ADD(2) 1— 12)11.0.9.5+ At = S., A v1 co nGCL- AT C Irr ........ ....... tit O 0 0 142- 's m� R (TYP.) i A OR (TYP-) owmP.). �fQ 1 ...... B75 13/5 A/5 A f 5 I ON M.) If 1/4- I MAX" CA CAI MAX.GAP �2 10 PJA r—- 1 -9,-a-)mom} , o -0 d 2- Pmmm Cost,OR\, 1 pq • cc..:r_kRi­h-ALL k\\l N UtN Do c L ��llll 52** MAX. WIDTH. RPED WW or_v V-X v TYPICAL EXTERIOR ELEV. DOUBLE PANEL SECTION C-C SECTION C—C (WALL MOUNT) (WALL(HURRICANE POSIT10) HU01rRICANE P SITION HURPHIckMOUNT)4E POSITION SCALE:1/4". I. SCALE,1/4'. I' P-I IMAXIMUM A.S.D. DESIGN PRESSURE RATING +59. —55 0 FLORIDA BUILDING CODE (Non High Velocity Hrzrricane zone) tjo.406T ASSA/ BERTHA H.V. COLONIAL SHUTTER r'VAN w. AMERICAN SHUTTER SYSTEMS ASSOC., INC. ca/ti/17 TILLIT TESnNG&ENGINEERING COMPANYPMot�V (=)t�-2204,W CST VALU C MACK.Fl.W07 12 1(501)209_038 0 17-216 ER-0006719 -mm 1-,e t .........got SHM 4 OF It (2) 2"x4`WOOD POURED CONC.OR CONC.____,_�,, STUDS REQUIRED—•-� 1 SLOCid.WALL REQUIRED. 0 CORNER (Typ.) s E-XIST-ING CLASS. —2.70'—, —2.70" i 3" Jsrk2Ltn __!____- 11 2-125"td1N. E4,z� E FENETR4770H NO HED Q 2.125"V11114. / tD `.-NOT�HED d a O d AT D RAIL BLADE PES:E7RATIO`4 ' ... AT{D,RA€L $z < 2.i2V'mm. 2.125`MR, +} �' GLADE RENErRATl0t1 BtAl3E PENE1RA710114 (R @ (T} ' ,�''rr,✓ ',;F"'f�,�/ � � � ^'x I Ors (2) 1f4^¢TAPS:OSiS LF.tY_ I J. \.7z9"---s50Q� :-----.____-_____ J J B'UtL QEX (STACCERED)to-, s :atnsiaaCi-__- _--------- - __ _ xu�rfrty7tx (2) 1/4 0 Tf.RCONS t.T.Mt. WALL, r mos crosauai_iia_'; -_y.__-.-_'"'' ,. j'-�stxauutorxa_a ,Lxx»c mssa '_ _--------__-__ _p'----------------.-_• .LL c rru `gUtLBEX(STAC FRED) Yl/ -_.j �___..____ 1/2"Min. THRMED \���� I PENETRATION TO WOOD --� - 2 ¢14x2'S.S. S.1»,S.AT TOP \_2J $14x2-S.S. r ,f AND BOTTOM CORNERS ADD(2 AND BOTTOM CORNERS ADD (2r #14x2"S.S. S.M.S.AT MIDHOC T1' #14x2"S.S, S.M.S.AT M10HEIGHT I(4) IUUMG (4)s/1e-o� SECTIU�j�-A aLtr.,�srut�l ALUMINUMErs _ . !1\ SECTION 0-6 POP Rry Riv.- POP R,v�s ECTION � _ PLAN N.Y.5. 2.125"MIN. Oil '"Q CLSLO SLADE PENETRATtt}M A � ��.� jr 4:)OR K:3' �•) 2.125"Mv?. OR C' t� r+ J 4 BLADE PENETRATION �) 2"x4'YIQOD ("E) 2.125" TRA 2.125" TMRA I `t.�/ ---NOT HED t j LAO-,PENETRATION BLADE PE,*v`ETRATtOti ' NO7CHE0 iF'�--- j''''��'''''f ! FSTUDS RBOUIREQ ^--x`03"1—'.-2.70' S00"-'^`� 3 7 /r AT O RAIL J - r^^--.^,— —1 t----„—.•..-----{ !� \� t J I II 1 AT RAIL {_ 1,729' ® COR.YER .500",-^- - 5tt0` (TXP) ! - f li4 3 1._-`_-._i _ I'_' --`—fit_-`_7i !1 i f t i" -3 � O $ ? `l�Ir ! 1 1 0-, .-� Jop F i 1 i E \1 V/ L tll t..,.. tt t O --- ' _..«..__..__....�i 1I__--------- � ���"�l ___` _ ry_�_t_.». .._ ..j���_t.�.c'�: -^ --� ---------------...C�V�Il!'llftl3L•4� ��a{.itti��-L�-.__..___--_T--__ 0 0- � , i i I, �a i r ! # ` 8/1 Ll 2) 1/4,10 TAPCONS}�T,VI."'$ t 4.o TAPCQTIS i i ik I fir' i o `, O f , Bu LDSX (sracGQ) a LT."!.,r/3k1;1EFEX a c aTag; 2 �;,RF= - i t t 1J2"tAtn.THREADED ' ,a ." ..,..o 'm :,. ,TGlrn syt �b k I (STA .,REt7j TO waL1,. y Iit tt ___,.>_t i.,. f__.... .rc; xeuutu xlxx _ L _ ,a .. ; I RENETRATt(Yd TO MOOD S S - Bss" - tz) 14x2• 1 ' '\\� (z) }?44x2` _.. ''� t__f }'��! - - - -- - .500' f.500` S.S.`5.1d.S S.S. S.M.S. .SOD" B 15 1gQ0'L r 1 } __...r_..+-- 4 3/16 0�V (4) 3 16.01 . t� T14/7./ `"•� ALUMINUM B ALUMINUM g �"� t�� RCP RVETS Q-' VIEW 1 (.PARTIAL EL (-1+.Q!►�rcEhh- � PRt�It' BUILDING CODE (Non High Velocity Hurricane Zone) 4167 ”: „ C2017 TIMED.Mr. 04 110.4 ASSA f BERTHA H.V. COLCNX SHUTTER CRAW4 se fc^ s ���..��. AMERICAN SHUTTER SYSTEMS ASSOC., INC. �aacv 11 L 1 E C O I N c. 4205 WEST Ramos CIM a TIU.1T TESTING$E14GINEEM COMPANY n=T P14U Sm.., JJt) 17-21& d //stII1�pp `t yt Gass ua.. a s.aaa awu urea as:w v tea:(=)432-2204,rkY,(sar}xos- so (s:ysstE6-OGG47t9(uttmi-IaTi em w b14v Y C.R i¢'..r N%t^knai Gut CPAxPdtG Na UI i 'ALTER 0.ttkiR J•.P.E. ac^..s-cax nsHt a /1 i'1.GWIDA Ue.i 4tie? SKEET 5 Or 14 EXISTING GLASS �o __ _ 3•wn.E.D. — 3"R5n. ,�__ POURED CONC. OR ii ` CONC. BLOCK {'MSL ------------ =_ K_= v U REQUIRED. i \ POURED CONC. OR /9"r.nc.caa j!{. / f., j rJ - �` / GONG. BLOCK WALL (� OR (TYP. 4 .t_ /1/J r/,/i//%%% 1 i REouIREo. ) j TYPICAL PLAN (NON HURRICANE POSITION) fr. ��% , h i Q OR Q MT.s. � e � (TyP.) --- \--DETAIL X Fyty? —r C POURED COFdC. OR (2) 1/4"7 TAPCONS CONC. BLOCK WALL I.T.W./BUILOEX TO WALL. REQUIRED. (2) 1/4"0 TAPCONS--- s";,a � - I.T.W. BUILDEX TO WALL. 1 z t!2- '�'' ffr OR / { " (TYP.) �i�'✓'�,�//.�i,t r�a�'11�/i la' rf✓dJ/�.r�/`r'js:///f� i ✓�/•' ��� ��� I i (2) 1/4"0 TAPCOr15 l�lf; €.T.W./BUILDEX 1 2 11/16 5/,6`_uT tlz' s/,B (STAGGERED) TO VIALL \1 Cl (4) 3/16"oL ;ALUMINUTA A RJ POP RIVETS -- .�—m. ELEVATION Y—Y . "--- ---- -_ 1 !!t EXISTING GLASS 1 / i f '" ` WOOD HEADER, WOOD ?. 2"eg.,E0. 2-tUn.E.ti. ,r ________________-_____.________---_______ 1 "" ` PLATES, WOOD STUDS ..________________________________ �- f OR 1/2" (MIN.) PLYWOOD SHEATHING - (RE E_— 1/4- r/a rax. GsP 1w4 QUIRED! Y 1 , MAY- L TYPICAL PLAN ANON HURRIGANE POSITION) �, �� �� � � ' `J - °``R 1 1/4' _-____-.. �DETA1L R •..~1 i Lint.,f ti i I 1/2" MIN. PLYWOODIFE (2) 2"x4" WOOD F—SHEATHING REQUIRED ' u• 1/2 f/z i< k Eo STUDS REOUIREDY"-, (2) 1/4"0 TAPCOMS I.T.W. BUILDER CORNER (Typ.) ✓'i ° f a°. J `' ,`�1�. /tet ,' �l . m.__.- W/ 1 1/2" Min. THREADED �.' ' r, PENETRATION TO PLYWOOD r ' � SHEATHING REO"D. W/1" EXTRAr flimt � .: i-\- F DISTANCE PASSED PLYWOOD / t 0 ORO ( I h1VN.EMBEDMENT t I (SiJfuLtFTs t/ �l { BEYOND PLYWOOD TYP. 1 1/2"hE111.THS - Fa"TWSTM TO Vium 12. Ile 3/411z� 1/2 1 118' 1/2. ' • U ELEVATION Y-Y (4) 3/16"0 L.% tL � SCALE: 1/2"=1" -ALUc4iNUh1 A OR RKTS --= -- POP TS O �,.• CENF .,9` �S2) 14x3/4" 5.5. FLORIDA BUILDING CODE Non High Velocity Hurricane Zone) 14x2 S.S. S.M.S. _'12 1t8'neN i 2 t/a"MIN. S.M.S. TO tD AT N0.44167 -2017 POE=I'm u.L (2) eia¢ sEnE wrRGzt BLADE vENE1>3anL LOCATIONS SHOWN ON ASSA/ BERTHA H.V. COLONIASHUTTER aim en AND TO ELEVATION ON SHEETS ADD (2) 914x2" ' V17 S.S. 5.14.5. AT P.IIDHEtGHT 3 & 4. 1 10)" ii AMERICAN SHUTTER SYSTEMS ASSOC.. INC, oast CATE! DETAIL JE NON HURRICANE POSITION) ' ate'"• ..........t' ' T11T TE5�I�N0 u&Ea CNGo,NCYNtNfQNcomp VAYm.� a2}GE812H�T2SzTp<R.OaCS[tasa��t} o2rn..nw ua o1u7 w—u2c 1N6 asF � FHat= SCALE- 3/6"=1" 1VALos' y-r «i1 $ .......fi..Nt027 o : Jr.v c r as,a-arx .+mn a1tEET 7 of u nazva!R- 64567 OR Al (Tm.) OR Al Crra.) ------------ , -- J ( 14x2" - .. S,S. SAI.S EACH (8 SCRUIS/STORM BAR). BLEACH %d 4AY4i ,7s �`t `./,, /-{ CONT. 1_ 4 �. OAT _ a .� ; Al OR A (Tw. ---- 1/8" MAX. GAP ,.......... ��_...,__Al OR aA MID.) -DETAIL 1ISOMETRIC .�tt' `� sTJ ;. t�� '•+a Ct���. FLORIDA BUILDING CODE (Nan High Velocity Hurricane Zona) N.T.S : 0.44167owra BY,- A550./ BERTHA N.V. COLONIAL SHUTTER P c�i �� AMERICAN SHUTTER SYSTEMS ASSOC., INC. CAM T�1 j �,,:•mow• tit 1 E C V IKC. -Ica vastWAD.ME r ps T ttrt iESTlN4 8 ENG4NLE tit{a C04P/S i x AU1 OrA °L rcrsmar e.:c 17-216 irH4—'{aW}t32-204 FAY'ta129 601% — aPRt4m L'U. ~+��lglfJJJil I' WJO,TER A. WI{Js. nA4tDA Lic. KiaT •el{`cET 8 bi'14 r..\+ OR ��' + (8) REQ'D. (8) REQ'D C OR q +(2) 7 ALWAYS TYP. ALWAYS TY�R'(� 26" MAX. UNIT WIDTH. 26" MAX. UNIT WIDTH.-----26- MAX. UNIT WIDTH.—, r-26" VAX. UNIT WIDTH. �Cvio Do 7 10 of 1o 0 0j 1\ 0 01 o � it � 'R .......- - 0------- ...... 0 it (EY— (DB -, j 0 o L 0 2/14 0 0 0 3DET. 2/14 DET. 1 3 REO' _@_U2REO' ALWAYS TYP. ALWAYS TYP. 4 ---------fF-�(2)-RE". )'(2)-REVD- j 'XLWAYS TYP. - .11 1 0 0 d LWAYS TYP. 10 11 i 0 1101 fD 11 ------- • EACH(D DET, 2/141 OR OR@11 (TYP) OR OYP�) —OCR (NP.) (D(TYP.) n L... w 6-,- 6 o ci 0-0 .......... 0 oil 1011. 11 01 io 11 LnG1 'O 116 & E ------- 1x/11 D'/I 1 -5 D'/11 A'/11 L 0 0 0 of t E OD -105" MAX OVERALL WIP TYPICAL--EXTERIOR ELEV. QUADRUPLE PANEL FLORIDA BUILDING CODE (Non High Velocity Hurricone Zona) HURRICANE POSITIONtio44 67 %1 1:2017 TIMM w. AM/ 8MM H.V. COLONIAL SHUTTERTx gr: ( . AMERICAN SHUTTER SYSTEMS ASSOC., INC. IILIEC0,14C. 42 vm RO=owe • MAXIMUM A.S.D. DESIGN PRESSURE RATING: +45,-45 PSF FOR CONCRETE OR 70 100k R.33407 CSr 17-216 T Tisma 44 V. T TESTING&CUON -2204, CONCRETE BLOCK WALL. • MAXIMUM A.S.D. DESIGN PRESSURE RATING: +40,-45 PSF FOR WOOD. ALTMr k44167.P.E SREET 0 of iqc;w4 t i WOOD HEADER REQUIRED } , {� MAX. FCkMED =XcDo-tc a�s�Cx OR - REOUIR"cD, 2., MIN, f/ MIN. ..fir '/�✓//�%j�. �. I Ij �+��)1111 •'-,•I " i ,,,.,,_.e'er --OF 14x2" '' � (2) A 14x2" j� / SS. S.M_S EACH 0 [ v; S5. 5.tA.S A1( ty �� TOO(TYP4. `« k�,r+.+� QTO@E (TY'.). EY.S kCG EXISTING_j GLIS5 I__.._ _ a 1 -{GUOant. CLASS _.. TCont. 1. 3 5/6-Mt&. is j 3 I��S/16"kAtIN. t- SEPARATION , A OR @' (1Yi'.) I SEPARATION (m) I TO GLASS j .._.y, _.. 1 i TO GLASS t I I ' . ADD (z) 14x2 ss_;%' . r ADD (z) 1ax2" S.hi.S_�S,T'1,itESHEIGt€i . --77 S.MS. AT AtDHEITiF{, I-^---._ AT 4*2 i � AT OR i �tttll��.. t -At oR(A)0m) , ---' _ r�I oR CA)o,,) _ (2) # 14x2" 14x2" 5-sEA S.MS CH S.S. S,Nis �F TbS E (TYP.). @TO(jF (TTP.)• [ G11Cont. W__j .CJ)Cant. E E I I 1 I I E};tSek.'IG E E EXISTING 1 G3k. --i Gk.ASS -� E 1 1 f t j 1/4- 1 1/4" 1 MAX. GAP 1 VAX, GAP j i s Ull'* \t"\'� '� .'•.� a i F";.: (. Lir _ _ 2'x4" WOOD PLATE eOURED CONC. OR\ REQUIRED ( i ,r���y� .f���•�.�" CONC. SLCCt WALL PCOU RED. WOOD STUD 0 24" . O.G. MAX. REQUIRED � + ` ( z FLORIDA BUILDING CODE (Non High VelociE Hurricane Zona) * 0. 4167 amrz eTcco.�a AS5A/ BERTHA H.V. COLONIAL SHUTTERcaaF sr SECTION C—C SECTION 'C—C AMERICAN SHUTTER SYSTEMS ASSOC., INC. 0e'""" (WALL MOUNT (WALL MOUNT M � i(r��'+�� � I�O INe. zea ucsT Ra�PINE I -'�'•• \ TILUT TESTING 1 ENGINEERING CGMa (000 PALM Z-204.V n. 73[gT HURRICANE POSITION HURRICANE POSITION �t�tONa���G ttt�+ass ww M m s.xa u�xcvmezazi+sa P c<r(Eaa}�z-YcC4,rrx tsBl)1�-ems 17—Zlfi w f� II rw,.:C�+:e>4N.+aw.rm:(a,slen-,sxl ar.w cesco�w.r t z az.o we OPtxEVS Na- SCALE: 1 f 4" = 1" SCALE: 1/4' i" ��i,,,,arI sVXTJ a°7' .a.E uy, an n : {td+�f.lie. 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SECTION B'-8" SEGFION D'-Lf' / SEC110H D'-D' SECTION B'-g" i1 PLAN N.r,s crz prp.) r4g oq @ (T,?.) 2.,F•wv. �{��..., / J�125*U14. /C3�/ 2-,23"uct. J r:EG EC:'dF2E MAX 'KM•i i V /'- J \ P TION OLM PENEIRATV4 / ` SU9€7 RRtICK rtiS6 S NCCUBfA FR car—Em ! A9TCMED x7 lGf $ ` } t J ,. OlOpMlS:,tt...JJ9•;—aaar' :_ f r uj}"taYk.ttc i ( I r~^ � I 1` rt I.Tta- 06 ttrPY A RA{I.Tt?- OtO;u : 1 r �.__ � o _.-__------• � -x�.=z`- sem - --tL QO 0 0 j EYE m(sw4vz 0)To ( _ I 1 i .cr ___.x '--- =- E_____ _ t_1 ! ( { ouu7 (si4Accram}w ,., uu*:3. __ �_ i "9^«_ sc uta -- -- ;`i ,r/r W..TtaaE m� I FT»_ • •• - �-:-'`_ !IJ(____=_xzs__' , °S3_-____ _».] }.G.�_l.f ,�=,4...y.. — _._ PEN£1RAw"To uVaD r fl"''ea' w-_-I,o``\i$ y } ={xo,•:.ans- -. --sas.Psa+s� .\ } S..Ps.ins sett"tTas D S,e,2• { srr \1 s sus. i tzl Pum' f� (aJ 3/u /��o'J ---- -- tyo?uttUY V ss.SUS. �, (I.�y.•_% �'mss —B . FT,7 RAiCS V VIEW 1 (PAR MCIZEVATION `�y1�;°�G N$�C'• FLORIDA BUILDING CODE (Non High Velocity HurrFcane Zana) •' szan i$TE00.rs. ASSA/ BERTHA H.V. COLONIAL SHUTTER u1' 40.44167 s i y os/it 3Y: "F .err AMERICAN SHUTTER SYSTEMS ASSOC.. INC. as/CAA=(/�,2 aas8 M 6 �'PRn'E (li• �, VWr TEST:MG,5 ENGINEERING s04PANY wE'T PAM REALN'Fl JSao) `� •••..`TA y" '�' 11� w a a c sun n. aca. ,�A r.Ac�a.a sT,<s P O r,k (=1432-2x04.vnz:{e6020Q-0360 17-216 11 ene+,(X7)01.=,5w.r..,(s�7e»-ae3T s..a eamo+c« cue ar.r awr+w r�z Er�t.Tc�u.Pea: T j A. -10L I «r. a an,n sRaEs „(w u POURED CONCRETE OR POURED CONCRETE OR r— CONCRETE BLOCK CONCRETE BLOCK WALL REO'D. WALL REO'D. ------- EXISTING CLASS POURED CONCRETE OR CONCRETE BLOCK 1/4" 1/14- WALL REO'D. .-M VAX.GAP 01, 7 TYPICAL PLAN NON HURRICANE POSITION) FFZ , N.T.S. 7 (T m.) N\"o X (D-v co POURED CONCRETE OR em" ._4 JICONCRETE BLOCK r EO VIALL REWD. A A (2) 1/4"o TAPCONS I.T.W, BU!LDE_x___1_ TO WALL. (D-J —21/2 ORO (2) 1/4-0 TAPCONS, IJAY_/ 2 1/2- (TYP.) 112. BUILDER (STAGGERED) TO VIALL. 6"0 (4) 3/1 ,-ALUMINUM OR1l POP RIVET ) (2) 1'14x3/4` S.S. ELEVATION Y- (2) #14x2" S.S. S.M.S. AT 2.1 F vitt. ' ' ' TO 0 AT SCALE: 1/2"=I'* TOP AND BOTTOM CORNER-5- -SLADE KEWTrAll LOCATIONS SHOWN ON ION ON SHEET %#0"....... ELEVATION ADD (2) #14z2" S.S. S.M.S. j k k T4Z. AT MIDHEIGHT ----- ------ -_--_---= -- w (4 FLORIDA BUILDING CODE (Non High Velocity Hesrrtcane, Zone) No.44167 ASSA/ BERTHA H.V. COLONIAL SHUTTER or %i AMER[ 4268%=R04S Dcd%' DETAIL X (NON HURRICANE POSITION) CAN SHUTTER SYSTEMS ASSOC.. INC. SCALE: 3/8"=l" YCsHNG hTSt PALU BEACH,In,SM7 vxav (M)02-2204.rAX' 17-216 WILUR A. P-1 nam, 11�117_ WOOD HEADER, WOOD t / EXISTING GLASS 1�f ' PLATES, WOOD N)STUDS r 2"Min.&D. 2"Min.E.D. -"'' ,+� OR 1/2 MIN. rt ✓ PLYWOOD SHEATHING REQUIRED ® OR (TYP.) 1/d44. 1/9MAXCAP 1/4" IRV 1 VAX. r 4 rI FT— v OR TYPICAL PLAN NON HURRICANE POSITION) ( .) 4 �{ 1/2" ?AIN. PLYWOOD "CDETAII. X� %i i i.� ,/`t � (( 7.250` ! � ! (2) 2" x 4' WOOD —""' SHEATHING REOUiRED r; t'lst. '� '1' t, STUDS REOUlRE5--'ti %�' �' ' q CORNER T f;' ' P !1 l (2) 1/4"4 TAPCONS LT.W, SUiLDEX ��' i `- (YP-) / r'/ i`/rf J —W/ 1 1/2' Min. THREADED f i I e`r``1 —E1U PENETRATION TO PLYWOOD Est i �,..�-� SHEATHING REO'D. W/1' EXTRA ��"�� DISTANCE PASSED PLYWOOD.------`" 4 f OR @ fi i i {i p.) _ E� } (2) 1/4"0 TAPCCNS I.T.W. BUILDER (STAGGERED) Wf I f,.1 /2" I fz 1 1/e` t 1/2'Vrx THREADED l"l PENETRAitON TO V.00D �} (4) 3/16'"'P /-ALWAINUM OR Q}__�t}- - OR �A (TYP.) 6- ; POP RIVETS. + rnPa ELEVATION Y—Y ,_w� __ _.____� ---� {, SCALE: 1/2"=1" (2) #14x3/4" S.S. (2) #14x2" S.S. SAILS. AT LZ 1Ja'umt.! a 5 M.S. TO V AT ,+++A ��••, TOP AND 80TTOt CORNERS LOCATIONS SHOWN ON �,••���. ( �`• ELEVATION ON SHEET 9,p' �, t/ ADD (2) #14x2' S.S. S.M.S. v Q : � s FLORIDA BUILDING CODE (Non Hi2h Velocity Hurricone Zane) AT MIDHEIGHT 2 "i eb Y= i = fi" S"•�,'4'� e4`� % 02017 mmoo.esw WL M N0.44i67 ' = ASSA/ sERTHA H.V. COLONIAL SHUTTER =91 011 _* AMERICAN SHUTTER SYSTEMS ASSOC., INC. 09t E�7 DETAIL. k NON HURRICANE POSITION? kk'; TlLLtt TE (90&ENrINCEpNe C04PANX xtsr 32-204.BEAn. 01) 17_216 .,� `t P{iDY1E @00 t32-2204.FAX: .Ut &793 •'C' tt >zrzc t I t' 120a- SCALE: 3/8,.-1" �Cn ......•• `�,�1411 ew. Sinsi-¢0P0779 S »rr•rr au re� er;onn ern rRxc.m+ eco raa;:'nc Ka: V t�,/1Ath� l� / qo sy.c� Rs/s ''5.,,u iJtYl"X it i 7tM0A ltcZ.7 4 1&7 £'I4CEr 9S Or:4 (2) # 14x2" S-S. S.M.S (TYP.)o AA} ra Al —{EE (Tia.) �E (rv�'•) �A ort Al (m�•) EACH F To E EACH Q t ` mmm (i6 SCREWS/STORM BAR) 4 11.- r' '•:. .... ''.: 1 Ors r. , IF, vCp r "v _."ri�`� _.', _ . 3y xy f i r { •ys— �r—'�g t; ' p ;.,r._._.... . Y. h � ;G 1 (tYP.} `°:;,_ E ... ,G 1 (wP) ' is,; (�) .GI (rnT) 11 • 3fd" f<fAX. CAP fi/$` ?PAX. GAS' t/8' {ys,}, GAP [DETAIL 1 (ISOMETRIC) N.T.S .*»*,,,,......., """"""� •��CE 'SF�'J FLORIDA BUILDING CODE (Non High Velocity Hu cone Zone) N0.4416T ASSA / BERTHA H.V. COLONIAL SHUTTER caAbzL 5N AMERICAN SHUTTER SYSTEMS ASSOC.. INC. 080ATE/ST , {2M nm Rms COVE •+ � "" vfiw PATH CEACK FL 33487CmEm Pl�fk;L'{A�A�{D3-324».F,lX:{551}2DD-83F9 17`��6 •4F�M�t tl1F ii 0.'.5 KK.'y..aA S.JG4.4ot:.fiJ.CNCI>:'4 M1 RS6t 6 Fi h:(7tsMrx-kSSA.r<.:4wipn-rNt m.w awrraw wa a..w w prt CP:.n5r.0 Na: +N ��h'rstllNttt YtRt.SE.¢8ACO68Tl.ls.P.E- ac Ys-p3 nR5 a SdiEEi t{4r t{ FI DA ita. N18T