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Home My WebLink AboutPRODUCT APPROVAL SHUTTERS CLAPPER RESIDENCE 7106 SANTA ROSA PKWY FT. PIERCE, FL 34951 OPENING WIDTH HEIGHT #1 55.50" 52" Accordion #2 45.75" 91" Accordion #3 55.50" 52" Accordion #4 55.50" 52" Accordion #5 55.50" 52" Accordion #6 36" 40" Accordion #7 36" 40" Accordion #8 55.50" 52" Accordion #9 36" 40" Accordion #10 71.75" 40" Accordion #11 77" 81" Panels #12 36" 40" Accordion #13 36" 40" Accordion #14 71.75" 40" Accordion ;- t zit'..` vr � BCIS Home ; Log In User Registration ! Hot Topics ; Submit Surcharge I Stats&Facts Publicationslt Contact Us BCIS Site Map Links Search d, �lQCld2 "�Product Approval Yr ,,,:(1 USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail ;� a•e I FL# F -R5 Application Type Re ' i Code Version 1 02 __ Application Status Approved Comments Archived Product Manufacturer Eastern Metal Supply ®�� Address/Phone/Email 4268 Westroads Drive C West Palm Beach,FL 33407 (800)432-2204 bfeeley@easternmetal.com Authorized Signature Bill Feeley bfeeley@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category EShuttersSubcategory ne 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 the Walter A.Tillit,Jr. Evaluation Report . Florida License PE-44167 Quality Assurance Entity Natio reditation and Management Institute Quality Assurance Contract Expiration Date 2/ 1 20 Validated By John Henry Kampmann Jr. Validation Checklist-Hardcopy Received Certificate of Independence FL11968 R5 COI COI EMS 0.040.pdf FL11968 R5 COI COS EMS 0.050.pdf FL11968 R5 COI COI EMS 24.pdf FL11968 R5 COI COI EMS CLEAR.pdf Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2012 ASTM E1996 2012 ASTM E330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/19/2020 Date Validated 11/06/2020 Date Pending FBC Approval 11/06/2020 Date Approved 12/15/2020 Summary of Products FL# Model,Number or Name Description 11968.1 0.040"Bertha Aluminum Storm Panel Corrugated aluminum storm panels retained or not by tracks to (2.25"Deep)-Non-HVHZ-Drawing provide hurricane protection. Number 20-180 Limits of Use Installation Instructions Approved for use in HVHZ: No FL11968 R5 II DRWING EMS 0.040.pdf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida,Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:Large Missile.Max.span is 12'-0"for+25,-25 p.s.f. FL11968 R5 AE PER EMS 0.040.pdf and 4'-0"for+125,-130 p.s.f.for sections 1;3,4, 6,7,8,8A, Created by Independent Third Party:Yes 9 and 11. See sheet 10 of installation drawing for other spans and pressures.Valid only for wind zones 1,2&3 as defined by ASTM E-1996. 11968.2 0.050" Bertha Aluminum Storm Panel Corrugated aluminum storm panels retained or not by tracks to (2.25"Deep)-Non-HVHZ-Drawing provide hurricane protection. Number 20-182 Limits of Use Installation Instructions Approved for use in HVHZ:No FL11968 R5 II DRWING EMS 0.050.pdf Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida,Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:Large Missile. Max.span is 12'-11"for+30,-30 p.s.f. FL11968 115 AE PER EMS 0.050.pdf and 8'-2"for+75,-80 p.s.f.for mountings without"h"header. Created by Independent Third Party:Yes ee sheet 5 of installation drawing for other spans and pressures.Valid only for wind zones 1,2&3 as defined by �— ASTM E-1996. / 11968.3 24 Gage Galvanized Bertha Steel corrugated galvanized steel storm panels retained or not by Storm Panel(2.25"Deep)-Non- tracks to provide hurricane protection. HVHZ-Drawing Number 20-181 Limits of Use Installation Instructions Approved for use in HVHZ: No FL11968 R5 II DRWING EMS 24.pdf Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida,Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:Large Missile.Max.span is 9'-8"for+30,-40 p.s.f.and FL11968 R5 AE PER EMS 24.pdf 7-2"for+70,-80 p.s.f.for panels mounted without"H"header. Created by Independent Third Party:Yes See sheet 4 of installation drawing for other spans and pressures.Valid only for wind zones 1,2&3 as defined by ASTM E-1996. 11968.4 Clear Bertha Storm Panels(2 1/4")- corrugated polycarbonate storm panels retained or not by Drawing Number 20-184 tracks to provide hurricane protection. Limits of Use Installation Instructions Approved for use in HVHZ: No FL11968 R5 II DRWING EMS CLEAR.pdf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida,Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other: Large Missile. Max/span is 10'-0"for+28,-28 p.s.f. FL11968 R5 AE PER EMS CLEAR.pdf A.S.D.and 4'-0"for+105,-110 p.s.f.A.S.D desgin load. See Created by Independent Third Party:Yes sheet 3 of installation drawings for other spans and pressures. Valid only for wind zones 1,2&3 as defined by ASTM E-1996. N,xt Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Co ght 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement:,Refund Statement Under Fbrida 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 GENE/PAL NOTES: I.STORM PANEL SHOWN ON Ms PRODUCT EVALUATION DOCIWENT(P.&D.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE NOTES. WITH THE 2V, D OM Off"Or THE FLORIDA BUILDING CODE: INS STORM PANEL SMALL LIB BE INSTALLED AT HIGH VELOCITY &1)MINIMUM EMBEDMENT OF TAPCON,ELCO PANELMATE,AND CF TAP-GRIP ANCHORS INTO CONCRETE BLOCK HURWCAME ZONES(UMMI-DADE/BROWARD COUNTIES). UNIT SHALL BE 1 1/41; 1 J/B'FOR ZAMAC M41UN ANCHORS AND 11/8'FOR RED M o DYNABOLT SLEEVE ANCHORS DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECDONIQOf OF THE ABOVE MENTIONED CODE,FOR A BIND SPEED AS 8,2)7/8'CALK-IN ANCHORS SHALL BE MMELY EMBEDDED IWO ME CONCRETE BLOCK UNIT.NO EMBEDMENT INTO STUCCO REaviam BY THE JURISO/CTION WHERE THESE SHUTTERS BILL B£INSTALLED AND FOR A DIRECTIONALITY FACTOR Ka 0.84 SMALL BE PERML77ElI. 1/Iy-20 SCREWS USED SHALL 8E 1 1/2•LONG MINIMUM SHOULD STUCCO DUST AND I• USING ASYTE?-to SHALL HOT EXCEED THE AAXWUM(AMD.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 5 THRU 9. MINIMUM FOR WALLS BI7H NO STUCCO. IN ORDER 7O VERIFY THE ABOVE CONDITION,_ULTIMATE DESIGN.WIND LOADS DETERMINED PER ASSE 7-It SHALL BE FIRST &J)MINIMUM EMBEDMENT OF 1/410 x 3/4'ALL POINTS SOLID-SET ANCHORS SMALL BE 7/8'INTO THE CONCRETE BLOCK.NO REDUCED TO A.S.D.VISION HIND LOADS BY MULTIPLYING IHELM BY 0.6 IN ORDER TO COMPARE THESE W/MAX. (AMD)DESIGN EMBEDMENT INTO STUCCO SHALL BE PEF16I7ED. 1/4'1-20 SS.MACHINE SCREW USED SHALL BE I I/2'LONG PRESSURE RATINGS INDIC47M ON SHEETS 5 TIM 9. MINWUM SHOULD STUCCO EXIST,AND 1'MINIMUM FOR WALLS WHH NO STUCCO. IN ORDER TO VERDY YAT COMPONENTS AND ANCHORS ON THIS P.EQ AS TESTED WERE NOT OVER STRESSED.A JJX INCREASE &4)IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE MILD ON THE LUSTING WALL.ANCHORS SHALL BE IN ALLOWABLE STRESS FOR WIND LOADS WASME USED IN THEIR ANALYSLL A DURATION FACTOR CD--1.60 WAS USED FOR LONG ENOUGH 70 REACH THE MAIN STRUCTURE BEHIND SUCH PANELt ANCHORAGE SHALL BE AS INO/GITED ON N07E5/N VERIFICATION OF FASTENERS IN MOOD, &1)AND&2)ABOVE. -- STORM PANELS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIRED IN ACCORDANCE WIN SECTION IMRf 2 OF (C)ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPEC/RCATIONS Of THE ANCHORS THE ABOVE MENTIONED CODE AS PER AIL REPORTS/0121.01-98R,OFOJ2A0i-00,/a52.G01-00 AND/9512.01-03 AND MUMMER./0617.02-"AS PER IMPACT MWNG EQUIVALENT TO ASTM E-1996 STANDARD&ASTM E 330-02 STANDARD,LIMITED 70 INSTALLATIONS DIEM WIND ZONES 1,2 B J AS DEFINED BY ASTM E-1996 STANDARD;AND 10221.01-01 PER TAS 291,202 B 20-1 7. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING/NSTALL4RON DETAILS SHOWN ON SECTIONS I THRU 8(SHEET J A 4 2.ALL ALUMINUM SHEET METAL PANELS SMALL HAVE 5057-NJ2 OR 300E-HJt ALLOY. or 9)EXCEPT THAT HEADERS 3,4 8 5 SHALL Nor BE USED. J.ALL ALUMINUM EXTRUSIONS§/ U BE AWIUNUM AMWIIATIOH 6063-T6 ALLEY&TEMPER UNLESS OTNERBISE NOTED. 8.IT SHALL BE THE RESPONSTB/LTTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER/S TO BE STORM PANEL COMPONENTS 4 5TUDDEO PLATE AND U SNAP CAP ARE PATEN PENDING.ALL ALUMINUM EXTRUSIONS/N CONTACT ATTACHED TO 116URE PROPER ANCHORAGE TINS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE,BLOCK ON WOOD FRAME WITH DISSIMILAR MATERIALS SHALL COMPLY WTM SECTION l/l-6 OF THE 2015 ALUMINUM DESIGN MANUAL BUILDINGS. 4.ALL SCREW TU BE STAINLESS SIM 504 OR J16 A151 SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 9. THE INSTALLATION CONTRACTOR IS TO SfAL/C41fiK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTIN1/0US CONTACT WITH 50019 W/50 Hsi YDSO STRENGTH AND 90 kN TENSILE STRENGTH&SHALL COMPLY W/FLORIDA BUILDING CODE SECTION ALE BUILDING TO PREVENT VIND/RA/N INTRUSION.CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL LENGW. 24f l-%" 10. (a)THIS P.&D,PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPEC/RC PROJECT; S.BOLUS TO BE ASIM A-307 GALVANIZED STEEL OR AISI J04 SERIES STAINLESS STEEL. NTH 35 ksl MINIMUM YIELD STRENGTH. La. WHERE THE WE CONDITIONS DEMIAIE FROM THE P.E.D. 6.ANCHORS 70 WALL SMALL BE AS FOLLOTPS:(UNLESS OINERW/SE NOTED) (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND/NSFALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT.BASED ON THIS P.E.D.PROVIDED HE/SHE ODES NOT OEVLITE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. (A)TO EXISTING POURED CONCRETE: CONSTRUCTION SAFETY AT SITE LS THE CGWR4C7GRS RESP0XSR78JTT: - 1/4'0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W.DUNOE7f. (a)THIS PEA.BILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS - 1/4'0 CF TAP-GRIP ANCHORS(BERTHA STUD-CON).AS MANUFACTURED BY 7RU-FAST CORPORA770N. - 1/4-0 24MAC MULIN ANCHORS AS MANUFACTURED BY POWER FASTENERS`ANC (d)SITE SPEMC PROJECTS SHALL BE PREPARED BY A /LOR/DA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE - 1/4'0 x 7/8'CALK-IN ANCHORS OR ELCO male 8.1xmala 'PANELMATE'AS MANUFACTURED ENGINEER OF RECORD Zak)TOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. BY DEWALT,INC.AND ELCO CONSTRUCT/ON PRODUCTS,RESPECTIVELY. ENGINEER DRAWINGS FOR REVIEW. A DELEGATED ENGINEER TO THE P.E.Q ENGINEER,SMALL SUBMT TO THIS UTTER THE SITE - 1/4'0 x 5/4'ALL POINTS SOLD-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY COMPANY. NOTES., (9)THIS t�:& SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT A.1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCaN ANCHORS IS 1 314-, FOR ZAMAC AIA/UN ANCHORS IS 3/8,• FOR£LSO PANEMEA7E ANCHORS/S 1 3/4'AND FOR CF TAP-GRIP ANCHORS IS 1 1/4'. I f.SHUTTER MANUFACTURERS LABEL SHALL.BE LOCATED ON A READILY MILE LOCATION AT STORM PANEL/N ACCORDANCE WNH SECTION 17099.J OF FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENING. A.2)7/8'CALK-/N ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. SHALL BE PERMIT7FD. 1/4%2a SCREWS LIED SHALL BE 1 I/2'LONG MINIMUM SHOULD STUCCO EXIST,AND I' MINIMUM FOR WALLS WITH NO STUCCO. A.3)MIMMUM EMBEDMENT Of 1/4'$x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'/-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXMST.AND I'MINIMUM FOR WALLS WITH NO STUCCO. A.4)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS: OR PAVERS BE FOUND ON THE UWNG WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BENINO SUCH PANELS.ANCHORAGE SMALL BE AS 1NDS DRAINNNO MU—A ONLY BE USED TO INDICATED ON NOTES A 1)&A.2)ABOVE OBTAIN PERIOTS IN THE STATE OF FLORNDA (0)TO D(ISIWG CONCRETE BLOCK WALL. - T/•I'I TAFWN ANCHORS AS MANUFACTURED BY I.T.W.BUILDFX. - 1/4'0 CF TAP-GRIP ANCHORS(BERTHA STUD-CON)•AS MANUFACTURED BY TRU-FAST CORPORATION. - //4-0 ZAWC MAILIN ANCHORS AS MNUFACTUURED BY POWER FASTENERS. ANC - 1/4'0 x 7/B'CALK-lN ANCHORS OR ELCO mah 8 Foma/A PANSE ATU'AS AANUFACTURED ``NpuIAAHNMN/,i� BY D£WALI.INC.AND ELCO CONSTRUCTION PRODUCTS, RESPECTIVELY. sr�tA 7I([ ��•,,� - 1/4'I x 3/4'ALL POINTS SOLID-SET ANCHORS AS DZTRMU70 BY ALL POINTS SCREW,BOLT A SPECIALTY COMPANY aQ Z NTH.y FLORIDA BUILDING CODE Non h Wdoatly Nu one Zone - 1/4'o RED HEAD PWABOLT SLEEVE ANCHORS AS MANUFACTURED BY I.T.W.BULLOEX. ,`y�:'•�,\GEN$F'••,'P 62020 m1Eco,as O.OISO' ALAtD 'SMAM PAM � DIMP * No.44167 *= EASTERN METAL SUPPLY. INC ?IVA= * L E C Q INe. 4268 WM no=MM Eve TATE OF iaz WW PAW ROMA.FL 3M40i 9t •ly 71LL/T TESTWO At ENGMEFJ8NO COMPANY M=b(5811209-820 R 4r ` sea; sea a,s R eou cwmn a sneM r rrm..pm)Mn-+sm.A..OmTnt-.mt wALTEa A tnLIT J iAL(8A1)ON-1716 ZO Na2 u-W,9r. m.IY ODawOI WR Inv.r I cgmcw Yl[ .......... m ma4 s h/ A141� RAgm Ale./44167 P.E. S19ET / Of 14 r..eu•(7o7v amn9 nau'lraw iwrN) S 2�. Joao•aam. zsso• zsao• r——rzaao'fmxcRW xcn0 1 �oao (atEcros smn�—I r` r.aar 1a00 aso0• 1.500' Il '-ram Rrn usao' 4aoa• f 1 R12s' I ' +_ w I •®Ai Aeasotat frrvJ- I r2 As Arn00" (O,.) -r t Rzso' I $ 7 ( �- 15• r23' rza' R2J0' r y L g Rr23 i S 1- - i—fitto o7s• $ � � �h � � � '� K� � � � .r2s' R200• � �' `s �2.125•�189r•�z1Z$'� I-2/%•� 1 I AD.• I,Q^7�.j N _ .o7s' .073•'- N ' 7JW I- ,Fm At Q FVLL ALUMINUM PANEL. HEMMED FDGES I _i$��I 324081 • n HAf F ALOM/NUM PANEL W/HEMMED EDGES zaer• 3y>^t FULL R. � 'U'HEADER ,r rra 1 Rrr •7rmac.a7 03 ryi'HEADER Q 3'Max. 'U'BUILD OUT r----r amm) - r—s000•(emema wmx) zvr=a/e-r saes:aia•.r- raa 1?00• rmaa• �, r.sCa• rJaz• �. /soo' Iry n Is..rer.�r is l � p I g ° b � tea• g _tea• g !� � tY I�� cf �'C g '�ry -- ti-�C- � .J7I �ry r6 a��it �R� •OBY�' �2r75'--F--J.Qai•---1--2125'-I I FP.775•� dl ` � 1 �`• p � w _ F soo { a7c• ® REVERSED 'F'ANGLE Ot rA)HALF ALUMINUM PANEL EDGES TRACK =uE,.Ir-r- a000-va*. ®STORM PANEL O7 3 8' 0. A '3 4 0. _V4 O. . b .saet=w r• our © 3' GLE BU/lD OUT 'F,. TRACK O $.22$ Ir-,o2a• RACKET sestet,r/a•-r' =yF,-I- scat. TIPA .1 aa•CK N scar:w-r• Ra•r rr s•r:s.snn r-mrz ar0 mY u=p L =y_. t yrufi ✓mvearo L - Au - d �nawrr tED[OL'AL9N't m 4 ' _ fr ri'' �m _ •� --t loco• Tom' '1 e II 1 R 723' 'F' TRACK ANGLE --------------- _ a7s Its 1 1` am OR.050* g100* iS� SILO p 1 1'I ffm TO 17 2'x5'/A/AX,)xf/B' DETAIL 1: srw w/of rav7 2arc d -mar ar0 d axr�O f 1 Z'x 5'(Max.) x .f25'ANGLE ANISE o sPtavus ANCIF WITH STUD Nato.PLAIM KNO Nur /� swt=vr-r SNOW ON SECRas. srue ale-7. OPnON f OPTIONp}//��/ AlrT I 730 h� 4 os2' AT PANU .r304 S. .ne' r'w'-, I n z Imo,•, I�' —TSEE .0sr Zf� ra RA any e 7w @ e ear r I T FLUE At raw LW jl .art ' I —s d ` ear orm zmC 2.rEa• f0 STUDDED ANGLE r-lo as .ilr• I Rr.a28• N ORt7-R Alma Aleo/• t n 1�7e n! ATr HOLE WASHER !2A ROUND HOLE AT PANEL SCQL„ve.r Gi)i s t r"ae 1. '' �• " (OPTION TO 12) MRsi'Aaawei' �. r STUDDED PLATE SCREW M-CM5 I tool-rS fluor 1//r SCUD 1,-I' /,�' r/re--Il- I -—-—-—- ..••"'••• T� FLORIDA BUILDING CODE Non High Veloai Hu no Zone 1- —__12• _.�__�r•f^ 0200TIM=tm cow BERTHA AIJAW"STM PANEL ecP r ) (22 f' DEEP ewAaN nr EASTERN METAL SUPPLY, INC * IL ECOtN�. TATE OF 'o: '�iAot��r rrAre 16 ,'j�t6'x?'xf4' LONG WALL PLATE {t,. ntur TESfINO ENOtNEE171NO CCYPANN (NONE•(6et�0D-ew •;i�, esea aR sew a.s7.sm,tauw raAooec n leiw FAt7(sat7xt-t7te 20-182 snua.s/ea•-e• //� �' �ORID C1 tr re.m,treeWl-imo.re:pmp7-eme /J �% �s G� G-0 P19 R 1Y moW1® fYA FR 1r c®IIGe a11[ A�LfwBIG rro i,FFiF s/ONALEN IN NK1fA A i.f Jc 67 r tao lr aw a Fr d� Fl.OIaM Ala/Mr67 , SNFEt to Of t< TOP TRACK (SEE COMPONEAFM SHEET IA OF 9) CONCRETE ANCHORS (SEE SCHEDULE) T "� 0 0 0 0 I ! ! _�I I .j.I•III_.._I—��1—�_- irI_r1_T�y,_�''I _r0-T1__.T1I -�,r_r1._r1•.__Ir_Ir 0 -r_._. -------rr_ _I___ _T_-_-_rr_T-T___ _ h oI 1 1 1 I I !- -I --�-I -- I I I -I •---I 1 L t._1 I I A i I El it I 1 ri ill ; fief iil ' i i y � f I � i I � � � � ► � I 1 I M I I I I I A ti I� i 4 ' ! ! � ' i � i �;��'. ! ' i ! Imo, i I -,i i :• � 1 I i_-__•i,i� � ) -,(� i r I� I C I -Qom----------- CONCRETE ANCHORS (SEE SCHEDULE)---------- —�-3"-� 1 Min. 1M4n. BOTTOM TRACK A!�l�C/ i STORM PANEL TYPICAL ELEVATION (SEE COMPONENTS SHEET 1A) yaQ� SCALE: 1/e" I• —� = -No.44167 STATE OF I :,ter�,� �ORIOP •t�.r 1/4"Max. CAP T- 1/4"Mox. GAP ..a 7YP. I FLOMDA BUILDING CODE Non HI h vol"Ify if no Zone 02020 Mom um O.OW BE7 M ALU MMM MMI PANEL Ica (2.W W") Dam er. EASTERN METAL SUPPLY. INC SECTION A-A l i. E C O�N f:. <Iq W=ROADS DFM °A f7W1 PAf11 REACH,IL 3UM TR11f TESTING t EMMEERINO COYaANY INONE:(SSITdOhDt0.7 _ A19 Y. a 8.6>D;MAaa OYDDC R atY SCALE: 1/8"= 1" rb.:fAaf01-,m,rr c(+mVr+-.y PA1tr(Dei Kv.ft a OR40M No G-OOOfC/f0 axr o0env ouc o,r. mane uas IWLTFR A PLmDOA lic.(Tanj dr.Mt(A PA: ± SNlET 2 Or 14 TAoMIM ZOMO NV1M.Re KFAD TAPCOAG Muc NAM R1D IffAO- OLP00,1Gf IV N4fAC Nf0 NFIID OON90LE CF Z41- !.CALK-IN OR -f0 Cana DYN(BOLT,CT TAP-/;RAP,GlI!-N OR " 07u6R/.Q'TAA-ORB:CY/C-A' euuy EaatE vA1EElrEtt RAa�ct ffsnmwevcr• S+MIr/ravut v�s1¢eLuta y\ AR�uro1sww rtwte PanEumTE 111 \ g (s0'SC120IR.E MR S IAM) -- NvPI�arc ` am scwmulE MR sPAca+OJ 7--[=� -T 1--�4 Cb.L (g�pyE FOW VACR.$)ELCO TI'---� -T , _l ANpfGPS'(SEE SOILWRE MR SPACAO) I ` POURED I L\ I •CONCAVE i I �_� CONCAVE I T_ CONCRETE I CONCRETE I —T—i CONCRETE \ g REQUIRED-^\ p \ b o REpUWfO p REQ[RRED� RE0141IM ":,j r LLO4MUL/ I T r M I II II T B 1'61A55U M SEPA 70 S£PAON TO —_._SEPAR4nOl T O GLASS GLASS SEPARON To- GM lA55 = 1 u I � T/a•o-zD x J/a•' j � Y � � BOLTS w/7/6 r I V a II 5/32•WINO NLR B I --�j t/a•0-20 r J/+' 7/EI'r 3/32'WINO NUT C_.-..�_ _1 3/JZ'IV NG NUf® I I ®12 O.C. i f2.0. C. O�pD g../ p I o I } POURED OR CONCRETE '" / c CONCRETE / -r POUREDBLO -/ '•i / - . POURED RED QED L, -� I WALL1 BLOCK WRiLLL .L_;-=^� _ -__.___-_1 CONCRETE �- I OR CONCRETE `i I REOU'RED / _T 7 Cont BL�N�E(E 1 .1 , BLOCK Imu -_ 1/ I 1 I �; —~� REQUIRED -©C-f. , I I R150WRED 'per ,N, u},•G_20 EL S. 1 /I --- J / f 7APCGNS zL[rac NLUN Rm! W A71T�'12'0.C. 7APLLA6:AU PONT 50f4).SY:I. LI W= L F N M RED-FAD / 6 I of / Z11MC Awm.RED HE90 OINABOLT. / OrW Wj CF DiP-CR(G fJLK-CALK dQ b / \\ TAP-ucP,CAIR-N ae LU=W WJWV MAE PAN9L•AiE q OR%AB�T.G TAP-ORI?UIFf-W 0.4 j TAFY.Yea 24NAC M1WLL4,Rm f� EKO 1fA1F,/FFE PA.M.Ur ' - r0 CM1. ANC-Cla' ig KAIEJ'r.P..RATE / 11 Cont, AP2'KORS(SEE SCATTaAE FOR SDI=) Off SOIEDM£TO.R SPA=) (5-F S75 1GLF/ PA1ELWrE �/ (5•`E SC-EDUIE 171R yACL1C) (SEE SOMWE FOR SPACW) SECnON 9)ANCHOR WALL MOUNTING INSTALLATION BUILD OUT INSTALLATION BUILD OUT INSTALLATION SECTION 2 scar:3/0'-T• SECTION 3 sraLE: T/B-= r SECTION 4 sca.-:ala-- 1' �" 1'AEOIGIUM � 3/32'WOIG NUT II = SEPAOS TO IIO E.D. EDGE D57ANCE E ES12 O &U7)ON 1d11 IIH1111D1/l FLNshm HALL r i i I 4F 1/a'u-20 r J/+' .44167 N07E FOR CCMMX417ON OF SECNONS j 1 i a POURED o I �- 3�32 N6 JUT® Y/ALL/FLOOR/CEILING NOUNTWG SEC770NS CAN 8E ?//�j�LSTATEOF rQ; / CONCRETE 4i 12 ONCRETE .G COMBINED IN ANY WAY TO SUIT ANY OISTALLA770M. CONRETE L'-------'r -T BLOC f I ............ [OR19P OR BLOCK o K�R�ETE / I I - REQYIRm I _ Ax ',A / $ \�-' 0)00d- T.I MYSL LuuC MCC.KF On"MT•Lx TAP-GTIP,rALK-IN OR nu"PAN£WAIF SECTION®S7UD swIDIRE FOR sPAatrc) - FLORIDA BUILDING CODE Non HI h ValDal Nu Ono Zeno) cm a rLTECO•Wc. O.OSO' BURTNA ALOMINUM STORY PANEL LEP WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION (2" OW) DRAWN fff. EASTERN METAL SUPPLY, INC 7Al2m ROM DRFWV SECTION 1 srALE:J/D•- 1' SECTION 2A scaE:3/a•m r• L E Ne, WEs`T°P'uM"GGfACH,FL 33407 A47F' TIWT TMnNO 4 ENGINEERING COMPANY PRONE:(68A-B163 6=lM Sea.a,s..,aas vATau 01RDOq n alas TAX:(LNi1yJ11-716 20-182 rew:1sP7O1-Ism.rm:G6YX 453, 1Ll01E:DETA2 OF BECKON A S'!t/D YALlD A150 FOR ORAmYO No WALL MOUNNY'INSTALLARON-SECRON 2(TOP) CA-COO'n's WALTER A TCLR Jr.P.E. ao nsn a RCROA LTG/aa16T sNEET 3 OF 74 II ;; WA'-4f QT QOD va.r� LWpp�4 GYIFIv a am mw 7/8%W(NG NUT ONLY urtnvs.uw HwY/ 10 cant. tErcv£aYfmwre Atmraes %WE/qe M-WV AY2tlRs E 0. '� ANlr PANflALIA 1E(tI'pJ cr raP-cRq°Vlt- aEr snr°ter FM scrawl r E 0.----- w SOMME fm aMam) r oR EIM AWEJ fucuE C r/e•rz°s s uSHERE \ 1-E°.` PAMMWAVOM •� ` BOLTWASHER 1 r ` �rf, rh y, G1LK-04 ALL Pp�SOUD /ORELCO ---.-_e "� • , --T �AaLw Ixw \ `--- 1 c ®Iz'a s 11 \ I I I I ME� SPAM ) _ POURED roNCRE/E I I ApWED CONCRETE (SEE SCHIDUTE fDR SPApNG) POURED POURED \\�:-LHnCou — —j CONCRETE I REOtARED� ByLEG LOM°x 9 cm�t I l �&OCKWA � I 1 I cant. t/4•0-20 Y J14'- 1 a -2 75 WN/NC I ® I --o (ai 1'emvllNL I �i r'YfHIdIUY ; { I'AWfARIH I 2"a C. .—SEPARATVON 70----__i I SEPARAJIOH TO I --ri � I � -SEPARATb1V fi- I MASS GTASS { `-srnA ro-- I I CIASS � I��a 7,&,, of I —� 1 a I I ALTERNATE r2 ,4'0-20 Y.14'- LEG GOL:IDOx..--__ .- �\ y ConL I i - J WW0 TS W WHO 7 I �1- xur® r x e • rdxur® i I '%/'; Cb.LI POURED I w OR CONCREIN Saar I gimm REoa o� L_.�_ ,ii!/i c'i%/it(/�'.Xii','/.! J --1'erm. I t7.o00' i, EtCO IAE ALL PpE WMIE oR fatm OOYrRE7E POfD7ID CaNCRF7E,-j �'.f"-'. -r'--� % EiLO M4ttf/:EK�LE'PAAIIAt47E AxLYtoRS X t J -I �' xe0nL4F0 I� iancaRa :.l r (SEE SUMME FUR VWdNc) uPe N&ZWW fMA RW / 1 Z r/4'I-20 S S.wane£ DrHaeocrs ME"CKVA 0f/A'�. ROtr W/Mn d Ov DO? rrfmrls uur-N as am/tur/. rlrcmV.Ss auc-p oR aro wiel�•.;�..e a +'•--1 Cnnt.2•a s (�E stx�mR s 1 �---- ; BU%D OUT INSTALL 4 T/ON CEILING & FLOOR MOUNTING CEIUNG & FLOOR MOUNTING WALL MOUNTING INSTALLATION (D. M.) — SECTION 5 =Jra-_ ,' INSTALLATION — SECTION 6 INSTALLATION — SECTION 7 — SECTION 8 saw:3/8'= I' Scar:J/8•=I' SGQE:3/8•= t' ._._i�___ __ •SCREtvS 05E0 AT ANCHORS WY BE 20 WE w/@�L®/®ae r/4r-z°mcas H�Ao ep.r I•Affi=uN _ -�OMMN GIASS i HEAD AUCNAlEE SL.13 W//LENGTH AS=NOTES A2 &a2(SHEET I). ! _ 1/4"0-20 s J 4' E 0.- EDGE DWANCE •TRUSS Hr/D SOUS ARE t/Mr/8•WXK HEAD g Ccn!. BOLTS W/7� T 6 LW NACRAT SCREW Wr IENGIN AS PER NOTES A2 d• GMWG xut® R.2(SHEET r) LV :',7777%f%/,r�!' i/ ;f, mot/ i'i!✓' ,ti.000 I ;a.oco % NOTE FOR roNBRUDOIf OF S£CRONS: ,NH111NNUdttr //�I % WAIIFLOOR/CEILWO MOMM SECTR1Ns W p; T 'y FLORIDA BUILDING CODE Non High Vd Hu can* Zone! pFrG+S WY-ry Crt Q07 0A0JJ �--E 0.— C060NEO TN ANY WAY TO STN(ANY uJSr •.�P rma CLAMS J Q.•r'pENSf s ozmo Tnrrm.pG O.OSO'BERTHA ALUMINUM STORY PANEL ALP SMUW POURED 44167 , war FLOOR REQUIRED INSTALLATION = *= e/► EASTERN METAL SUPPLY, INC � 0 k p QF :tv 42U WEST ROM MM 0Re WEST PAW WZR.eL Sum — SECTION 5A scALE:J/e•_ ,. = P :mow: TUJff TESTWO FXMNEUNG wuPANY nmI¢.(a'rns+-ate 20-182 LOR w+ae m p-A'rQ vrtmu •n m„ FAL•(e6#1119 -17re f , (�� A.(rapamn (alrm"tGlf ORAfOM".Ho 7 �� Ittl UNP��e�ad�.t� wN miir µ uK 0 i �ocwm. wrz aw r crsarm. wn grrrt 4 ar r4 PWRED CONCRETEOR ` POUlffD c»nrRETE CONCRETE OR BLOCK WALL YAR'ES Y;I I BLOCK WALL U IAtm. REOUNID -1'`/JI POURED CONCRETE ♦ \\ �SW OR CONCRETE BLOCK�j Ako oz 2'x 3'x.093'3105 H-14 ORA °A \ ` ;- Ya�""C`E--- \..\ ANDIVRS 1'W, r `\`. \` \`:\`. Y7 Q ,� a r2'a a—�Ir - s \ 1/4 i ' . /ram I 1 �%� II \\n`.\ . . \\ > �' ♦ ® .0 a c. LVARW i- d T REWIRED ALWAYS � Y �' OR . EaGnoN2'x 4•x rzs' ��- -.z•Ymc \ TO 2•x S'x.0cant.At 4, ANGLE-r6 Auor ! � �{ �, a„L Ah—ANGmsOR.OBO'3105-` SHEET METAL Alu I 1/4-I ROLT 4'x 4'x.072' BENT PLATE 0/24'a a J105-H14 OR 6063-18 ALLOY W/JACNNUT CML Alan ANGLE `\\/-1 714'= 1- ' 1 CASE ASP/ CASE B (P/on) CASE C (Plank 1`Tll - SrAIE SCALE 1/4-- I• scaLE- 1/4•= 1• CASE D (Plan) CLOSURES DETAILS SrALL:• 1/4-= 1- MAX/MUM A.S.D. DESIGN PRESSURE RATING 6e.s.f. ED AND CORRESPONDING MAXIMUM PANEL LENGTH "L" oOA 7 - PL�1n0N.� / 1 D • —T 5 x-- SCHEDULE FOR A GIVEN PANEL SYSTEM ,lam. ` ( iAPCON ANCHORS OR }; ROEDNroC H I (REObJ / WALL RWWREO V ALL POP?souo-ETMAWMLAt ! ♦ \ ASO.DESIGN Atot PANEL lFRGLN (SEE SCHEWLE FOR �!• I IT\ AMC-SNAP CTPN7lH PRESSURE RATING 1, YOLMTINC W/ RUNT`0 W/ WALLY W/ t� HURR1G1,vE b•—a�3 T,•HEADER 3Q COMPONENT 4 tr® GO +30.0, -30.0 12-11' W-11' 1T-11' +30.0, -35.0 12'-11' 12=11' 12=rr• Ym I i GLASSi VJ -------_— ARAnoH -� i �,(ecowT +J5.0, -40.0 r2'-O' 12-- 12 0' '-0' W GLASS •fit !r// I 7/g x J/- "� -�, -WaVGU O +40.0, -45.0 1 l'-2' t t'-2' i 1=2' -i i POURED +a5.o, -so.o 10= = `7- 104- fo-7- Co" i! ICONCRETE OR CASE E (Pion) CONCRETE BLOCKWALL +50.0. -55.0 101-0- 9-4- 101-0- 5/�" I I REMMMED �'\�� ll'1/4•- 1- CGNT +s5.o, -60.0 9'-7- B.-6- 9._7. oR croHCRCOEr"Ec eLaar -' SECTIO(Y @ STUD `, (OPEN POSITION+� WAIL REOLIIRID �// -=--, TYP. TOP/BOTTOM +60.0, -65.0 9=2' 7'--9- 9'-2- TAPCDN ArrdlDRs Orr ALL POfAR SOLm-SET \�\ +65:0. -70.0 8=9' 7•-2' W-9- imE SEOW£FOR SPACNcJ ( POSMON+) ,��.��L f►'T 1L -MOUNTING INSTALLAT/ON +70.0. -7s0 6'-6' s'-s• FLORIDA BUILDING CODE Non H h Ydoo Hurdauns Zome F Q ' \GENS '✓,Q.� SECTION 9 Qz= O.OW ®FJ M ALUMI NUM STORY PANEL ALP +75.0, -80.0 8=2- 6'-3- 8•-2- S,:•�• •• %y SCALE:3/8'= i' (22r DEEP) DRAIN 0.1 110.44167 = EASTERN METAL SUPPLY, INC M. MINIMUM PANEL LENGTH IS J'-0' * '*= E C O 1 N e. �° T a�I I. STATE OF ,,:t TILLIT TESTINO a ENQWMaW COMPANY 5929%i 7 . ro (a61 16 TO-1 WALTkRA T 1I P E r o s„0, Mac ar r c®oo, m[ ORAWNG Lb"^ TLamE L1a/44TET ; m'T�° ; saET S �a 1ta sllmcae ratrArts REa1Asm ANL1Ar SPAd10 MAXIMUM A.S.D. DESIGN PRESSURE RATING n.s.f.) AND CORRESPONDING MAIIQMUM ANCHOR FM A G'Af7V ASQ OE9C7/Ea10 AA9 PAJVEL AlMG71L E 0.<EDGE D15UNCE wntrR ANiLaY vA i1![1MarR M A A1YUr °E tTta1Ea As FD7 SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE AND CONCRETE BLO [CTURESWAM • .MA7mRW ANCHORS S'PACNO FOR 6 D.-J 1/2"" APPUCAB1£TO 1q WA AS0. YAMY(W ANCHORS SPACOYG FOR E A J 1/2' APPLCME TOersm 111>8R11 PRE3R(RE TAFICOrs RED N9°n 'rusa:r cure-ar souo-sr PAxcTlaTts a Tu�a� 1 TAFCVNS yeas r CALlf W Sohn-SEr Maw= t7 W-CM sEMNS/e Ma FREMW WY ca1�W tEAo/x ,) m ro m I ro ro ra TC ! m ro I m m 1 m Or DlDI, 2'(IL) � m _m ro ro ro io m m m { m m i m of TTIFs1 2' CWAafEI A/lSa7JR aalcc71"4M�Rr ea e-rEl.cunvar Ca+ccFEx.NAs.sar-Caw.FErE Nuc.+1v CCY.mw Huww (aa1J Cowper[WOW., ctxKAErE ANmxRr CONCRETE eamem Ca5G70E L SMW LOAD EI ML W/' CaNC"RUE 1L1Ca19% 12- - 12..+ - 12' _- 12- I - 12• I - 1(TOP) /2- V - t2•�+1.__� t2• - ---1.� 12- I - to- 12- ((I to- ez'++ rz• 12• a• 12' ,z' 1z^ rz' 12• :10 1/r 1,O(B0»nal) 1z' I a 1z' + 12• rz' s• 12• 1 12' r2' j 1z' 11 1/2'�B 1/2- 1.gr(Bmmw) ?2- I - /r++F - /2' 1. ,r 1z- 12• ; - 1. _ y 9+ _ -- —; ----—.__ i I -- _ (TOP) 12' -12' ) rz• 12- 1 rz' 12- j - It 112'j - z.Bt(W) 1z' j 1p• 12 .I I2'- 1z' a• y� 1z' 12• 1z' `to 1/z' 2(907WOJ 1z' s• r2'++ 11 r2' s' - I - 12' 12• rt 1 1---------- I i /z' s f/2' 2 W710M) rr 'or - 12•" 12 ,z' I a' - ! - 12'- 12' 12- 110 1/2- 2A(BOTMU) fa- j a• 1?•++I 12 12' ! 5. -- -� - 1. j 12- 11 1/2'I s 1/2' aA(snTTOv) 435a-4aO Ir j - 1z• rr - -- j _ !z' j_- !z' I - 3&4(TOP) e•-o• ssso.-ra° 12• _ rz.++1 - 12. _ _ 1r _ 1! 1/2•1 _ a er [raPJ OR Ir 10" rr"� 1z• 12' B. - - 12• { 12• F2 10 1/2• J(EroTrOaJ OR aR 1-�� s' Ir 1r 5• _ I 1z' 1 r2' 1r r/z',B 1/z' a(B0TT0H) —..._ -- - - - - ---- - -- - - rFss - LESS 12' to- 1z♦+r'12- 12- a- - 12• 12• fz' 10 1 _..- ++ - ----- - _... j /z• 4(BOTRTY) un 1r B 1z 1a• 12• 5• _ I _ 1r 1z' 11 1/2 'B 1/z' +(eoTT°dJ- To -.. ., _. .. _i_. _...--- I2• I 12 f�_..-._ _12� {_ - - _1- 1r ' - 12_`--- a(T0P) - 12•. 7z+4{ 1? _ ._ _, rz' .�_ n i/s - 5 — -- 12-1 - 1 1- _ I (�P) �2-- J01 12 I 12• 12• e• - - rz' rs• 72• `m 1/2'-5(eon) rz• I s-- 1?++I rz• 1r 5. _ { _ .12- j 12' 11 1/2 I a//z' 5(BOn°Eq rz• I - tz' I - - - B(mPJ to- I _- ; - ra• _ __ _ 12• i - --- 5 -,2- 1 - __-1--- r2• i - - j,- 12---�--- - _ B(BOTTOM) e• - �; - a• _ u• --- - B I eOTmu It, _ ! - J1. - 12• _ _ `5a(Borm� ---- ----�-- -- TT-sABOTmv I_ - - 7 71 - -__I - 7-_ - - - 9 1/2•1 �- -1 t I ' --' ra• i - -- I— -12- -_ - - z IBOTraA+J 7 1 _ - i-- 7. { _ - 1°• L- -! _ - V 7(B°nom B• 12- 12• 12' i 12• - - (TOP/sOrToeg - _ - i - rr - 12'_f 12• 12• 1z' rz• - 12-'+, - 12• i - - - 12• - 12. 1 - I(W) ..�- + ONLY TAFCW ANCHORS OR ALL PORK SOLID-SET ALCOWFD FOR MOMW SEC770M 9. 12' , B• 12• 1 12' 1r ! s- 12• 12• 1z• j 1z' 12' B 1/2• 1.91(BOTTOW) ++ ANLYIORS SPACFNG OA.Y PALM FUR ZM AC NUM 12' j - 1r 1 12• 12• ; 1. 12' ' r2• 12" - 12' - z 0(rap) ++ __._.-.. _— • SEE ShW B&9 FOR ANCHORS TYPE&SPACWG !2' j 8- 12' I Ir _122_i-B•_ - I - /2• -12'� 12• :8 1/2• 2(BOITUM) FOR NLSTA AWAS WM WOOD FRAW BUMDOM _ a' 72' !2' 12' i 8 1/2• 21(BOTTOM) NAM IUM ANCHOR SPAMW ARE VAUD FOR J 1/2'EDGE DISTANCE ++t..._- FOR E DL LESS THAN J ,RF°OCE ANOW SPACOI'D BY +asa-all12• - 12- { - 12• i V`_ 12' 1 - r2• 1 - T&s(T0P) AnrzTTPLnvc sPADFAws sFrosBv ON scxEDeEE By TTFE FaltoKv c _1 ..�-.�T.---- - CTOR£O&L E D.FOR G W EK- ANCHM&aW OR 72_ e• rz• j 12- rr s• 12 12' B 1/2- FA J(ED710M) 5a-0- PANETM E LS 2 1/2:AND J 1/2•FOR S&IO-SET AtIaI 9). 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GAP 1/4'Mmr. C d REORREO �� O `ED wf RWR 1 iII �z.�_Cm.-i \ I I I SECTION 8— SCALE: 1/8'- 1' EaTsrnv�/{ J I J m EL651U.Y, GLASS I 7 I I 0AS9 l•K.59PAR401TON 14B/6, 14A/6, r A&,sLPARIrLON I I { " � TO CLASS � t (WHOLE) (wHOLEs)1 15,16B/7 15,16A/7 TO GIAu I BUT NOTCHED 1/4-204-S.S. EA CORNER 0 SIDEWALK BOLTS. BOTTOM AS C SEE DETAILS 2/% % ' � �y t DETAIL z/7--� l I w s7701m! : ors, i (WHOLE) I I I : 1/4•A-20 r�r�szs_c& 1 I I , + I WiL vc�NOr o r�•a c. 11 I) I ti 1 I I � t- B 6 ' .� 4-PANE N7MORLYREMOVABLE j i I n /47'Log.,0 !•SSAts i p l I SLDEW O :Ysvc t .P• _ .� _ _. r. (SEE DETAILS 0 0 .. 0 Z/7; 14)CONNECTEDTO HOLES AT®® OR CONCRETE { M,"WALL a I I 6'aC& 1Rm aOATME I _ FASTENED AT REAR jW i I 1 OR CpVGRE7E I f - W/2/8'Iar3/32' i /, I &GCK W L +WNC NUT®EVERY 2•I SIDEWALK BOLT. 7. OR OR r cox s�ANCHORS `-f ------ fi ( CEDUlfJ�-�� .J75'14B/6, 14A/6, CONCRETE ANCHORS 15,168/7 i5,16A/7 (sEE�� Co"L RREWMY RDYOYARLE PANELQW, 'L g•.�---------CONCRETE ANCHORS(SEE SCHEDULE) -- J. Mox. rMAlii1. SLDENAIX 800 ,(gFE w 5/81, r Min. EroLES AT 6 O C'0.0 @ FAV&M SECT/ON 10A SECTION 10B AT R W.1 INTERIORLY REMOVABLE STORM PANEL WALL MOUNTING INSTALLATIONS PARTIAL ELEVATION Y SEcTioNs I SCALE: 1/8'= 1' SCALE:JIF a••t' WrALLADOW VA FO PANELS(j)USED NTZY Wird IlYTERROM R&M-094PRE q\a�LLLLLLu„ ```��.�y`��RA Tf(1i�!✓,''� FLORIDA BUILDING CODE (Non Ht h Veacify Hu one Zone r`S1Q JGENSF' .'Q omm mu",LtlL: o ow BFRTBA ALLI mum StoRm PANEL rr 2.25' PEEP) DRM Br 4�4167 *_ •�-- EASTERN METAL SUPPLY, INC 7�° D _ _I 4UA WESt LLGA�W= StAtE OF :w cast rust tsAw,m st4m Hurt JEaaxa t cNmNtsrLLHo catvuLr rHoxE,Lsejel_ w 20-182 F Q Lt. om ut nce:m.r 2"MO c+cas n y,te iAYt(setlsst-ntE ,L,•.,CORID �� rn..:Lselm-,s,o.rm:c�mtm,m: C1 A-00mis R1G i Ol>vo01 OQL LLR 6 WO[ aC16MYt NO �n w MIT utei ao"�' sr�r a GT a i CONCRETE ANCHORS E D. CM9M)E ANCHORS -----E CONCRETE AN00M CONCROF ANCAV S (SEE SCHEDULE)'� (SEE sdanac I- \ (SEE SCHEMLE 1`� -E D.-- \ (SEE sewtu)\ \ POURED Coh !-'-Ea -EO:y REOLIM EQ. I I POURED COACRETE _ Ilj CONCRETE \ E D.---- POURED , ` POURED l REOU/RED„� -� ED.-1 \ REomw--\ ED I" \ R Ea I I ED 1 , S LbnG I I I 5 a7a 1I I a 1 I I I i 1 i 5 Con! 1 !� 5 CwL i I I Jr-TO�7WN smArS 1 dd QASST[ON I UL q I,-lrz= NI >D IYAu lD CLW I DETAIL 2- T- A I H 8 DETAli2' 1 W 6 II 17/8'0 x J/J2'liI I I I I I WNC NUT a 1 i g--� I 4 1 I n 1 r 1 -'EVER/SruD i 1 I r 7/B'O x J/J2' i I I I' d II" ®i2'0.6 1 WNC NUT V- I I r 16 Cant 1 1 I I 7 NUT JIJ2' E�� \\ a I L I ERM VERY STUD IJIJ2 I � _`✓ x `yv I I •a 12'O.C I 1 I i 7IM2 NUT 9 I I ! - -- —` '° I I - ��(,/��11 cape , I o a `III I i EDGE or I cbnL l I POURED CONCRETE- I , ,. �• i I I Rt'WWID I 1 T•+ % �L04BIE I ----�,� I i._.�: IIOiN .�__—__+^*_--: 1 L— I I _ I ;Q CONCRE7f ANCHORS E.0. 4v"!i i/,`i' EDGE of��, EDGE of I AL7ER,wrE Lee - (5EEscEDnarE1 �; P�coNcaETE--� Lr / s�Ae �CONCRETE ANCHORS ul Lj/ IL Tray 0. i ODA'C�7E COA'CRETE ANCMRS�I REOURED (SEE SCHEOUIE) W7ETUORLY MRMABUF PANELQI W/-' POURED CONCREEE ARCMRS-��1 1 SECTION 11 A SECTION 11 B ShXW4 BOLTS DETAa 2) CONCRETE r la I(J RB7U 5/8-0REOUfRED ID ) CEILING A FLOOR MOUNTING INSTALLATIONS HolFs AT a 8.0.0&FASTENED AT RTAR W 7/B'/xJ/J2-Ww NBT SECT/ON 12A SECT/ON 12B mr1EwORLy RExayABLE pµET @ W/ SECTIONS 1 1 a EVERY WERALR BOLT. SOEWATH BOLTS AW 2) SCALE:J/B-. r• LCW 7DO VJ ROIL/5/0 'I _CEILING 6r FLOOR MOUNT/NG /NSTALLAT/ONS HD�ED a o P ac a FASIMM AT REAR W 7/BYrT/J2'WWO NUT .1875' r/!r2Dr7•S4 Sam SECT/ON$ 12 ®ET7Rr smEwtUr BDrz 16 :�7NW xEY R�M7El0(Y��BlOE 5�r 0 SCALE:3/8'=1- 7�Q i„ ` INSTALLATIONS VALID FOR PANELS USED JOINTLY WITH INTERIORLY REMOVABLE PANELS n m — — \ I `��P�' ��pEN$F'✓p�, FLORIDA BUILDING CODE Non High Valcally Hu no Zone i_ I I Earl sa ON a _ 070m TLTmo.Ne. CAW BUM AuniniUY STORY PANEL rLP EDGE VJSMW 18J5"- I sHEET ro ,1) _ No.44 z,w167 _ DEEP ,„W. - * ' EASTERN METAL SUPPLY. INC 7�aa:o �-.050• _r/i•mxE a s•nc ATE OF at.e rrar emos oravc an; NOTE M COM MTTDN OF SECTIONS: I L E C O I N C. ,�,.AW K T DETAIL 2 .• lNSTALLr(T(aN OF /z4Wxf' 7 ! ILUT TESTINO•ENCRUXMNO OOYPANY .xoAe en ELOORACEELM NOUNIM0 SECTIONS CAN BE /�/ •' DR10P \�� ra arm aa.sti*:� a mrw ( noa-+aa SMINALK BOLTS® BE!(OVABLF PANEL LONBNID RV ANY WAY TO SPOT ANY 1A67AWTA?!K �4A E nor:faae3v+-:�.ro r(ama rr:vr TAX(361)�t-17re TO-1B2 �qH2ONAIt, �� wALTat /t A.TELUT a..Pt my wr om acr oa�no. ou, LRlxnuc No ELQOM Lre/441 x SAOF7 D nF r1 l MAJI07/X A.S.D. DESIGN PA 9 KWM RA2NO (p.s.f.) AAFD CO RFS'PONDING AtARDIftN AiYCNOR SPACING- SCRBDC/rE FOR WMAI«TIOIR1S.M-CONVOW AND CONC2 s'BI�CR STR[fL7Z>2 a L •a¢Of AMIN ANOM 900f 10 C a-2 1J2'. to NlSsA laz"Pit= Ct1=-""SSA 2AW0 SmN a"-Av SOD ar LT olow 6l+CARW PAM=Am Ito S-t I1fI1�11 CONWOUM Am 2�OIJ 1.77.c�J t?CAOli2 ro tAoOt ro a0.r.11= m am( m OMNI L m RaOe m��7'= m•= m Cool= m a6ar m C7.al1t m Rax m Caa== m luw ro Come"= W■aw ro COM m tAou Of ov, W WA 1. WA WA WA /Y WA WA to WA NJA 12- WA IY WA 12- WA f0 011) 1. 4- 1. WA MIA IY B- WA WA N/A WA 1. B IY 7 t/2- IY B' ipA(BOTmo 12' WA 12' 71 WA WA 12' 6 1/Y WA WA WA WA I2' a- tY 5!/2- IY I• fw(Mrrcm) I! 1/2' WA t2' N/A N/A WA 72- N/A NJA N/A WA WA !2' WA 12- WA 12, WA 11 M ♦SSS.-aS B 1/2' WA f2' WA WA WA 7!/2' WA WA MIA WA MIA 11 1/Y WA It- NJA 0 1/2' WA IM(MM) 9=0'OR LIST WA WA WA �qAVAIJIA WA WA WA WA WA WA WA WA Y WA Y WA J' WA 118(HQIla1J f1 1/2' I WA L?' NIA WA 12- N/A WA WA WA WA >?' WA 12• WA 12' NJA f2(iOP) WA 1. WA WA 7 f/1' WA WA N/A NJA NfA f1 1/2' WA 11' N/A 9 1/2' WA /ZC(0N7W7) Y'• WA NIA MIA J' WA WA N/A WA N/A 1' WA 1' N/A /• WA I2B(BOIMB) E.D. =EDGE DISTANCE ANCHORS LEGEND •fCA8/711/AIVC1fOR SPACOYGS ARE 1'AND f W2 J 1/2'fOGE 06TM(CE,FOR E V.I=THAN J 1 IaomcE ANLICR SPACiN(1 8r ItfROPLf7NC 57AOWG SNOHN ox st2pstRE Br INE FMWAEN.sACT M s1 LIMITED TO 5=4"MAX. SPAN. +�+ (MM-Ar..E A FVR CAfx--IN AM7M7L4 IS 2) ANOIBW 7M ANCWR 1BR Tm5 WDUYMN lD 2¢PCS81E R�,fP. .WW=tsm EAOTOR SNKL NOT BE WACNC LW MR AW=W SNO a NOIGOD 20R EACH AACNOR TYPE AT ANCHORS LEWa CF.7AP-GRIP,PARII AL PANEIACIIE P/L6 dp' fACmR AMAL E A R17ARA9 lAp N 6 7AWC AWN 0RETE-211:Y SSI& G6IN-M SBt/D-SET fl �K M 2-5- 410 SS UPCaN PANZIAC7E OR PANQAME PUTS SOLO-SET .85 .75 .76 7.OD C4L'IE REX SSI GO- Z' JUT"WON N BCOCx I.O- 1 1/2- 0-75 REMW VWCDV N o*omIE SO• FWRIDA BUILDING CODE on H4 h Vekmwftffy Hu no Zone omso nmo as 0.OW Bum AL umm STORY PANEL ALP N0.44167 • o ff. vmwfir. EASTERN METAL SUPPLY, INC STATE OF f L E C O N�. •na,�T 1�um imm �1 NEST PAW lT=.IL&UP l t�✓,2j�.sFCORtO N��rr "a°> m �a."Wiu w1(°n)x°°-exec -182 FM s/ONAL.�p ` CA-own aw r m»a. o.,s 1�16t7u�p � �DROW Na p2LR2111111111NA5 W- A A am dr.PE t an t1-ow s nOM Ifa.f 44167 , 1 SIFT 10 Of 14 r'r z'r,125'(Yhi.) h z ` AUU TIME w/t/r•r -f\ - \ f�v LAc srRE,vs o s• \ as w/tAc i o s' _i\ u/ct s l t/r-r uc scetws o =/ t/�•r uD sxxnrs o ((a"//s W/1 1/� Y;n. 7 r-w,D f/2 A ,Tp % / PExE7RATMN LIOSIDIID �.• 6.O.G W/1 l/2�WTI. /'\ s'as W/1 1/�•EGi>. % I MWADED PENETRANON m. r t]DSTNtD wODD ttEADER / wDfb HEADER, / \ 7NAFADED PENET)lW1ON 1a I THREADED PENEfiAADN TO III/OS(INC XWD HDtOm. ar4SlING"m ttwiR Ea1til/hC wow WARR r A9t _ ` a . , 4a� , ssSs• zso • DJ, `+ ,rac i soo�' L0.2So• � 8 '-asao- ��f aaDo• J.ii 1I %/\RwEDpaTar a L� I( r---0 fbnt. y){II %/`,r/o/oi?o cn•`x.l E1Ir n(j1Di E+R III f—O -_-II / `��y�,�,`rl �.1II —tw d.d..�n /f JV/1'�n`•�'IpI�4f I u.»mrtat l' 1 GnRcot. WADER tR� of III 8 REmmEN REMBM HVDV REVOW OO I m flwmwD --I — � CLAW 71 - �rO jIIr r t i ALTERNATIVE 1 _ _ aa uaatx TEtt SCREws 1•Emstruel'a -- i 'y 1•MwarDu I 1/4'r-20_ i SEPAR4M TO I -- SEPAMDaV TO amr w/ tl t:r:_-: j ,:r \ 9/ 'a_ amD• ( a «AW ! a GTwW Rwm tear® a ��icye t/�-o-za r i \. I rivr o rzw 122'EVE a 5a D o I I l-t i;•J/Jn� '.i' i6,. sos• — I snM o r2'ac, � ; � ;� �. ,. SWO o 12-p.a. RR nn, 4 12-a a ` - 1/I'r- % ,, �. \ /n m ' �OLrs vmG mrturra r / { .p' 1 ! IIf U I % �- p L'pnE MID SCUD ��' N / �1 o a4'a�G �.; '1 f0 i \ I•t �` I . �VCont %WD^•O'STUD i Y 1T LBDETS®12'T�i r•`, 'i,, -IL : ----- �._. I { _{I} �---1/AI caft r� _ %°R&72i'lwb,G a Crm w/Nvr a WAAI£le !� �1JI•a tde swEws e `r1`, 1 r t, ��. 1/� IAG scRFxs o s- r r�•r k— OE' ii r-r�•,.rzs•(WTI.) , i' ° natEADm/ /npN 7 l aG W ! 1/1•Wn. ' WO(XJI SRST , -..60fi3-r5 Allmr.TUBE(CanE) 4 r tAG SCREWS ®6' // \ 0 �-6D&7-75 Afum.7LWf ConE 4� 0 AODW/DJN OF PUTS 2-k k4'P`.'+7_ - 1.._/- I 1 1 DlRGbEO PFiI'ETRATIDN m /m 2A 0.C s Soo•. l I 1 �r [ ) - / EGUIREJ`'ff .-W/t 1/2'16n. /2".+i Pn-. REOUF:D arv,. \(�T/�-r tAa scxEws o 1 1 \ (2)tp•r(f scRtws o THREADED PENETRAWN o ' Fe uIRED,•,. .s N1D81D1N aF PIAIE: -- ----':�- - �pI Sr�(IaDM,D7N OP ' - .-_I�' EACH SR/D(NID6,0lN AWMDTH DP PUTS !I 1 I sLUD,1 Ar..Na,mW AND"---- STUD,2'WA AVA&VAU)AND twN/ro Ea751WC 2'iAL nf1 ED PENETRATION +, w/2'Aft MMMED PENE7R11KM Simffm ETalm snra ALTERNATIVE 2 ALTERNATIVE4 ALTERNATIVE 5 ALTERNATIVE 6 ALTERNATIVE 7 WALL MOUNTING INSTALLATIONS INSTALLATION DETAILS ON SECTIONS A s :,�.-a , - EXISTING WOOD BUILDINGS aAV I J!4' 80L15 W/7/B r N07E5• J p2-wm tNT O %�I r2-p,a t.WSTAUTATIONS ARE ONLY VALID FOR MAX,AS.D.DESIGN PRESSURE RATING UP TO+650. -72.0 paf AND PANEL'S LENGTHS UP TO 9'-0' 2. FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO BE SOUTHERN PINE No. 2, W/SPECIFIC DENSOY OF 0.55 OR EOUAL. ; z•7� 11 1, •P�f La/Sa W/tA c st iliv cREws o 6' "a ua11mtxnt,,�r MADON 0 20•�1faR.......jt/r�,,,�� Mmwom OF Pws �Q.�GEN$F :P = NOTE FOR COUMnON OF SECTIONS FLORIDA BUU DINfl CODE Non HI h Vdopi Hu as zone) 6mm T6RC0,rNe 0.OW BERTHA ALUMINUM STORY PANEL mp Ho.44T67 i WALL UOUNnNG SECTIONS CAN BE COMBINED (2.29' DEEP Pam DTI ALTERNATIVE 3 �- * * IN ANr wAr TD sDrr AmsysrauAnay. EASTERN METAL SUPPLY, INC 4m w T ROADS ERNE CAM `a STATE OF F` TRW TEST= E ENGINEMN0 C6YrAxr �nra�,riDr�ur�l/L j'2?�Pd? f[OR{flPa %i ,t.<c�;• ��\� o""".,.'W`c+oav''r'.�.`,�"tao'e ,m,»'°a tA1Q(681mq-17,6 ? Am UNA E wumi'A0-182 nw2r1.DM.RE am. ammo wt on.r so."= wt tLO=Lk.f 44167 � a0 A•M t SN/37/f Or N a � r/4-/0 LAG SPAENS o 6-0. 1/4'r LAG SORBTS O f/4'r UG SCAEIYS O �.. PENEmnw TO E]mm MOD -dA/r4mob � THREADED ! t/2'Y7n._ _ rJ 7H a)MUE W 1 1� ,1 - ' tfD10DT. /7�1 PARR MIE O 12- TO EAXbW MW BMW- ! 7O @75 m mw BEW- / t t rxnL / o s a©a / + - 1/4•I-20 S S ears O // W/f 7/B•uin. / FORM ) WDOD eFAv REOOwm /� °-P e•(N'^•1 r�lmrwc I2'R 0.W/NUT&WASHER ! 11 1/4'4 LAC Sp7flY5 O T�uz j E0 t 0.G W/J 1/2'Y:n. °f E1751B41^.IWOD BENT J OF FJOS7BYG mm aw / (,1 i i ARCURECr pOR REC67ARCHI E PRIOR 70OR\ \ fSHURFR WSTAUAnOAL / f/ SHUM WrALIAMM • \1 mny\ I i S I Con I 1 / �l / r.•.•' I d •l` Nin. 4 " i / •f,+ i _____.-.-.___T i —._�. LJZJ .WOOD RFAVER I ' r. =• I m I j O9- ..�`-)/4 3 1 5 O REWIRED i '.,~•• Pam' CWL Bars w ill:•yam= i GbnR ydp 1'unwm I lJ Rm(/dPm I ? , I� - I J/32�90 M/I m I --SEPAFATTON TO m 1 �RMADER 1 I o r2 a C o r N I V! CU55 - 1• I R^�o 6•o.c,o� I'ABNmuN I C' sErAfun Nu I ` - - I_•,�i sEPA TO i --GL4ml'l ? aASWARDs°s>a ALTERNAT/VE 8 4_MW \! - r �JG°RE f -(� O I C 7/Y I RW BfJADEJr I 1 R 1 i 7/B r ® e 7EH scams O 61 as I WWG M/r a 1�41 (-L�(� -�� 1 EDT... ,.�_I .:fit i 1 1 1T'a 2a 6. -- 1 2'.6' �' 1 � I WOOD MM 1 wAG xUf o I ,o �- /•:'i I ~' - _�- CrnL - L �• D ®oR RAMMED = / 11 12'ac— i s } �• I Eo`-- 1 ` r- __�RmU(Rm J.. ConR I r \• } \ 1/4•r rAc scR£As o —. _ 1 Nrn.. LruL OVD cb t.• I i \1 .•\_.__ �4 20 ELW PPUI / 1 1 \ I'' •°.500' , ��I` \i. 41 PANEI{NlE O 12' RmOWED / j tV I O ArfDWXM OF PU)E ALTEAANIE PUN 'r, jl 0 G W/!7/B' \. \ !EC LOGRON \ 111PPP +PENM77 W O 1 1 �OM. _J I.-\ � F- -; } t /REO'aem _ ._�. _ I'. +_1/4"h20 'Jl4- / J• . _ J1 U!OWM OF PUrE 'trJ (apav P'OSMON•) �✓a•o Uc sraElvs o L//4'Ir 1 spvEWs o BOtrs w 7 x jT �T n. ABn. 1 t,�y�: 4,7N1�MmWPDDN 4W/f 1N n J/J2•WaWCG NBUt /O 24'O.0. ttt •0-2O s S.BOLTS o ' i I r- ---- J'. - O 12 'nO7D �� L /2 °•c w/Nur R IYASTtE2 ' 4 ° ' r MwBAuu i l ALTERNATIVE 1 ALTERNAT/VE 2 4— (2) —_ -sEPAzlnou 4'■.125'(lrba) 1 TD GUM 1 �1 114'it M SC E rc 0 ; CE/UNG & FLOOR MOUNTING INSTALLATIONS r -_ fiIUD("SGREWs® ALTERNATIVE 10 s a z BW-TT r -/ 71x�Aa Nufo• SECTIONS B SCVE:1/4•m 1' NOt/PML)AND N/2'Amv. FA MD ALTERNATIVE 9 PLRTRArIwr arro E)OSMIG WALL MOUNTING INSTALLATIONS 1 L47D7E �'// 1'1. I f" "uRR�cwE G°No,�' PU II1. SECTIONS A saw:tp•a I' ' 11 ' lor PosmoN 1 SECTION 0 STUD TYP. TOP/BOTTOM NOTE FOR COMerNAAON OF SfCRONS ALTERNATIVE I f PEOOR/WALE,/TLING MOUNANG SECTI°NS 4W HE COMB(,£°fN ANY WAY FO SU?ANY INSULLAAON. INSTALLATION DETAILS ON EX/STING WOOD BUILDINGS i7*"No. ��OEN$F' , 110R1DA BUILDING CODE Non HI h Vtdoe Hurrlaano Zono OTom nuEM.W- 0.OW BERTHA AUMNUM STORM PANEL mp 44167 s - W DEEPP) caw W.r. rNS7 UP 70NS ARE OMY✓ALTO FOR R WE S L GIHS PRESSURE = 7 a2o RA71NG UP 70 +G£0, -72.0 psf AM PANELS LENGTHS UP TO 9•-O' EASTERN METAL SUPPLY. INC 2. FOR WOOD MWE CORM RUCRON:WD°D NEWEM 7D BE SOUMLRN =•o STATE OF I L E C O 1 N1:. 4:a TrLsr aaos 1BnvE are NEST fAW SF701•iL 33467 PINE N0. W SPECIFIC DENSlrY OF a55 OR£OUAL '9'• TLUT IESNNO!ENGINEEItlNO COMPANY RfONE:(881)m!-8II887 / RIOQ ' /� g,m"ia'a FAM(e61)641-vu 20-182 i s• Q CA-=8719 r.A 1n MOM MR o ORAMM Ab Epps NAI�TT��.� WALTTR A.TRW Jr.AL m,T at naBGA Lk /4M67 s1REr f2 Or t4 7 114-0 LAG SCREW 0 6- 114V,AGSc?m 0 6' WOOD Asm. r-wv 1 112'NIX 'i . PaLrmymyw ro EITSM WOOD fTAM 2- ,�,�, � / I 3 C"l. Lou WOOD IXWER 9 Em RWUXW BAR @ -SEPA-UMN- To GLASS I"arm I __:�' SEPARAMV- TO GLASS V-20 as J'718,0 x 302 is W/ mm Aur 718'0 x-J/"' I 0 12'0,C. sm NUT f2-a r- EICM: 75' LAS SCREWS I LAG SCREW t 0 6' O &a W 127/W- rTWN 0 PLA7r- ,2 4-pIA74 AWKDTH OF PL41F 2",4'FYAT. AMUSED WERIG&LIPRIVOYAMEPANEL(D W-' SIDEWALK aXISAUMa 2) 5/8*0 ROLES:Alr. FAMED "4111111,11111", W A7 REU W, 710-0 . "'o ALTERAWTIVE I A L rEk N-A rl Vf-.12fl - O ..' '... v,*' f No.44167 WALL MOMMM INSTALLATIONS OF SECTIONS 12 VALID FOR Mom. +63.5. -63.5 pe A.S.D. DESIGN PRESSURE RATING.SCALE. 114'- 1' ORO' INSTA LLATIONS TIONM VALID FOR PANELS a) USED JOINTLY WITH IMMMAY REMOVABLE PANELS INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FLORIDA BUILDING CODE (Non HI ph VeIWtj Hurrfaon. Z01111) on20 7A1FO0,we O.OW OMM AL MMU STM PANEL ARP Mw Dia" v~Bp EASTERN METAL SUPPLY, INC 'Also-v 424 WM ROM saveDAM MW PUN KKK FL XMW TILLIT TESMO It ENGLIGEMNO COMPANY mom(w '112.� m n Mtn FAX(so, 20-182 CA-comoll,cw"S' m.I WALMM A ulal P.E. SIM IS Of 14 1/Iy SS!AC SCREW 4 i 4 7/1 I SS IAG 51CREw r I o 4-ar w l 1/2-YN! - o 41 aG w/i i/2'AM- /� / ,M , j -�70 HOLATNELY,AG AS MAY ET ILS 5Hm riWEAgFD PENtIRARON ) �y / E I TO HOLLOW CETUNG AS PER DETAILS SHOWN �,/! f N900 BSY�IttDwREa. - ON AL7ERN4RVE 9A.SNEEF rx ( --•-_.—WOODe OF 00RAL AO£n+s1cV / ff/ f / OFSIFUCRAXLEX5UW AVEWCY 0 t/sy s,,LAG SCREW-�-•/ / aw � 1� / 1/tY S.S.LAG SCREW // /iI( ew � BY REL/SRFfD D1'CRTEER £ O ` B'REGI ERID / Eli E6r+ O t'O.G W/1 1/2'lOK EO EO LNi ARCMTECT Pl�R % f O 4'0.0 W/i 7/Y BmIL f EC OR ARfYlDECf PRIOR // \\ 7HTRFADID PEA'E7RABON /{' 0270 SHUNTER ERSRIUA7RW.('F� �� n1RFAIlID PENt7RATtON /,(�'` / l J /!' - /I I / r0 SNU)r£R MIALLAMY �" I � ! SEE tt FGR+6. I t s£E fE FOR W. I t sfe ;E q SFPaRArTON '� D"/ MR Aft SEPArAMN p�y�HfNG- SEE SCREDLU I E n GU55"G- rR cuss I L� To GL�s I LG A55 __ MR LGn. - t g To crass T_ w D£TAl z -- Jir - I O t _ 1 'wwc nnir® - iF-rwx Eeif o'2'1' I -aim c�Ru'r 0 ! if 'w�wG wow ff f EYDLY SND 1 //1 fYDTY STUD I 17 ii EVERY STUD EVOTVV /� 0 12•a C. Cod. "` /I 0 12'O.G ! Conte` I O J?"0.C AL7ETLNATE I ALIERNAIE Coat ` cmt LEG LOCATOr I ,-LEG LOCAAONj 1.12Y 1.125 ;' 1 f.125'I — j ram, M ` iV -- _ Nuan afar ...RMM'tW 1 RfowRm 1 Rfa— /..._ alER mr RafavAME PANEL(Dw/ OffZX04LY RELOVA&E PANELo/W/ 714110 LAG SCREWS o s•a4/ l SIDEWALK SM7S MAIL 2) ; S 6`Atx ROLTS DLTNL 2)_�` ip o Uc SCREWS o z•O.C. r11 t* SCREWS O D DV - �, /By N/1 1/2•MK nRT£AOEa PENEmmly W/1 1/2.1H9E THRFi10ED PENE7RAl70N W/f 1/2•x1N.iNRFAOED PENE7R11fON TO 7 TNRU 6/B'I I/4b LAG SL'RLWS O�•RG TO i 7fiRf!5 HOLES AT 1 O 6 aC d FAS7VVW W/1 1/2'AM nIRFAO£D PENETR my HOLES Ar /0 0 a, R FASTaW AT REAR W 7/BLr3/S2'WTVG NUT AT rTEAR w 7/B'Ixt/J2'Rm NUf A Esx'Rr SM;J BOLT. O EVERY SEDEZ"BOLT. ALTERNATIVE f3A ALIERNATIV_E 138 ALTERNATVE 14A ALTERNATIVE fig CE/L_/AVG & FLOOR MOUNTING XMILL®T/QNS CEILING A FLOOR MO AMW 1NSTALLAWNS SECTIONS f3 SECTIONS-LA ,,�`ya 'JGENgF'• A', SCALE. 1/1' r' SCALE:1/I'- 1' No.44167 --11 r/A-2'Itrr•SS sLVExAu Liotr; pMllr�1t�E PAM(I STATE OF � r1aRJ Ntr rArr�zJ o r O.C. t t`�' 1 L ,I rt�+` 7�• W/H/.-2O Wff R REAa -Q N07E FOR COLiBINARON OF SECTIONS• '4�lF ONAD �\?� Ts- P'wR Ft00R/L�ILNG NDUNONO SECTIONS CAN BE '�i,,fsS/'•••.�,E� i f, i cOLAs,Nm LN ANr w+r To sua ANr rNSTALLAnoN. _INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS r I I LL ua.� I I K' 7 ,_ j _.__ ' - � I I FLORIDA BUILDING LADE Non Nl h WloaHy Hu no Zons ! I N07Ea Qz=TM=.mr- 0.050'BERTHA A m"m STORM PANEL ' ALP 1.LNSTALLARONS ARE ONLY VALID FOR ASD.DESIGN PRESSURE RAnKC (Z r DW) fir UP 70+65.0, -65.0 psf AND PANEL'S LENGTHS UP TO 8=0- EASTERN METAL SUPPLY, INC r _ -�2�H.neL•1 C aG 2.FOR NEW WOOD FRAME CaNSTR CVO,-WOOD NEMRERS rO BE SOUTHERN IL E C O INC. WW P�MW LY7e DETAIL 2 - FNSTAL7!AON_9F AT�xi' PINE�•$ W/SPEC/RC DENSITY OF am OR EQUAL. TWAT TEST=k OWNEERINO COYPANr mom(sai�xa!-axes I (� m1 w.:r a,.1NI,70 MOM n.33161 rAY,(eal)sa1-% � EH/Air BOLTS_® OVA9LF'P/NEL' rs..:ti�m rsm.Fa:pmp7o-,au CA-000671Y Ia�L M oROWnpi art au:r ®oa ORAWOR No SLUG t•-Y Niam A In=ar.P.0 , , ' ao aaa1 A a i' flOWM Ile A4167 , ii�SmT 14 of 14 BCIS Home I Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us ,p BCIS Site Map Links I Search bl&4*%r a Product Approval UIN USER:Public User Product Aoproval Menu>Product or Application Search>goolication List>Application Detail FL# t®� Application Type on Code Version Application Status proved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 ({d4 (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 Accordion 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 the Walter A..Tillit,Jr. P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity N ion creditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2022 Validated By enry Kampmann Jr. Validation Checklist-Hardcopy Received Certificate of Independence FL389 R10 COI COI ASSA BLADE1 .pdf FL389 R10 COI COI ASSA BLADEI 2.pdf FL389 R10 COI COI ASSA BLADE3.pdf Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2012 ASTM E-1996 2012 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/15/2020 Date Validated 11/06/2020 Date Pending FBC Approval 11/06/2020 Date Approved 12/15/2020 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks(top 3-(Non-HVHZ)-Drwg 20-165 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R10 II DRWING ASSA BLADE3.pdf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida,Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:Large Missile Level"D".Max span is 12'-3"for 40 psf FL389 RIO AE PER ASSA BLADE3.pdf positive ASD load and 13'-0"for 35 psf negative ASD load the Created by Independent Third Party:Yes HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and W-11"for 62 psf,9'-11"for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf. See sheet 5 for other spans and ASD pressures. 7 389.2 Bertha HV Accordion Shutter-Blade 1 Extruded aluminum interlocking blades retained by tracks(top Only-(Non-HVHZ)-Drwg 2D-164 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R10 II DRWING ASSA BLADEI.pdf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida,Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: Large missile level"D". Max.Span is 16'-0"for 30 p.s.f FL389 RIO AE PER ASSA BLADEI.pdf negative ASD load depending on centermates and locking rod Created by Independent Third Party:Yes configuration for the HV1 blade,8'-0"for+64,-72 p.s.f.A.S.D. load for HV blade for Keystone mountings 7'-0"p.s.f.for metals stud mountings and 8'-0"for 110 p.s.f.for HVSA working in unison.See sheets 7, it and 20 respectively of installation2 rawi s f other spans and esur s. 389.3 Bertha HV Accordion Shutter- Extruded aluminum Interlocking blades retained by tracks(top COMBO-(Non-HVHZ)-Drwg 20-163 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R10 II DRW ASSA BLADES 2.pdf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida,Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other:Large missile. Max. 16'-0"span at 30 p.s.f ASD load FL389 RIO AE PER ASSA BLADEI 2.pdf for Blade 1 and 18'-0"for Blade 2.See schedules on sheet 12, Created by Independent Third Party:Yes 25 and 28 respectively Contact Us::2601 Blair Stone Road.Tallahassee FL 32322 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copy'ght 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 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 click here. Product Approval Accepts: -ti? EChE_k E Credit Card Safe f GENERA NOTESa 7 0}1DRLA H.V.ACC7ADDN SHUiIF11 SYS1E11 SHOWN ON llHB NN>MW EIfILILOiOR DDC0NOT____(jj KAS So fMIED FOR CONNA M N ACCORDANCE WIN THE 2019 CM I OF THE FLDROA 6WDN0 CODE 1!M AOWtiBOl1 514RIET SYSTEM 9HAl11dffi BE r+L�OLfD AT H011l VELM r 1#�QArE ZO71f:S DIESM VW IN go or 76 AW M M R MM WHrzTE sH m, TABLE OF CONTENTS a SREF35 11 DIM 15.19&21L �ORDER TO VWV THE ABOVE C�OIDON.U170(AYE DES M WRID LOADS DETERMINED PER ASCE 7 to WALL BE FAST REDUCED 10 AST.flF�i No WD)9 A � 1: W BUM O at Qt� BY MUCPL38NG THEM BT D.e TN MR7a ODIWAIHE THESE V/YAK.(494 DEAN PREESW RATRBS DOWD)ON SIGNIS 11 TNlll 16.19&20.' GFAFtHAi t101E3 5►ffET 1 IN OQLFR TO YtRiY 11fA CSBOONt7i51Kim ANCR0M DH 1N6 P.F.2 AS 7ESlkD WLAE NDT OYs7i A 33 X INCREASE!LO AROHA96E SME59 FOR WHID LOADS WAS IM UgD W VOR Sism COYPOIEMS 1-20 �2 ASKYSS.iDBEVfR A SINNED GLTRHTIOtI F7ICTOR CD�•1 E o 14AS Ilsm FOR YERUiCATI0;1 tR TA51 01 YTOOD. SYSTEM Coloollm 21-M SHEET 3 BERM W.AL CORDIIIN MUM SYRE WS AOEOWCY FOR WD AND LARGE AUME WACT LW HAS WEN V9WEO IN ACCORDOW WITH SECTION 100M.2 OF M ABOVE MENTIONED CON AS PER TYPICAL SINTER ASHY 38-44 SKEET 4 ITT_REPOIRS: TWTCAL WINDOW MIME&WINDOW OEM -M BdADEp 6D214,61-03,;O71BA1-0,/JMM-M/121AOI-03.fOI7.02-86.OM-01-10 AND OUIOM-11 AS PER TAS-201.TAS-202 AND W-203 PRO1OCC1S MID ASM E-105 AREA 2-- HV BLARE O AND KV WINDOW B111DE_(QA AND E--1H98 STAHWSS(IMU WEL.D.00 ZONES 1.2&3)&012MOI-to AS HR TAS 201.203 It 203 PROTOCOLS IN=N65QE &MR AAPLJQABl.E7 -HW WMW BLIDE®IpMDE Of-00 AS PER ASTY E-TEET6 AND E-1996(6S41E LOM D.WM ZOIIE{S 7,2,3)BASIC PAOLECBON OILY/SAID/OM.01-80 AS PER TAB 202 PITOML TYPICAL SHUDER aWATTON&NOTES ON Lf 3 SFEFET 5 INSTALLATION DETAILS A-F.CONCREiE/6L= Spw 6 a fN EIADEQ. AND KV WINDOW ELM® ARE EIM EERED TO WORIC IN UNSON LOTH 00 MM UNDER THE 6EREM LNIaITONS ALm CMIRWNS OF USE 00=0 ON SHEET 19 VISTALLAIRIN DETAILS G-AL CONCRETE/BLOCK SHM 7 3.BEAM W.ACCORDION PRES(HV SM USED AT BLADES KWC LE AND FOR PREDT M7UM COMM=7O TRACKS SNAIL BE 114,275'AM 01W.75'RCWECRWENY.418-M M3NOHlM SERIES CENIERIWE LIERVADEIALS M SHEET 8 SWUM STEER.SCREWS SM 135.D kin SIRIETI OH AND IUD Lai TEN91E SIRIICTH.PENS SHALL BE CORNED WITH BERTHA W VXROSMD CON=BMW AS&5MAClU0 HIY APPROUEO CFNRERMIDE ALTERNATING DI7AL5 HV SHEET 9 COMM APPLVJOUM RMISIEFED ON ANON WITER STSIVAS ASSOCIA00%PiNS MIST BEAR ME 1W WIMNHN ON WHIR HMI➢. 4.ALL ALUNDM E XINIMONS SKALL BE ALIA UY AMOCRWN ALLOY AND TDVER AS UNO.GIB) M ON SHEETS 2 AND& OmRNN VIEW SIIERGIN FOR 603 T6 ALLOY IS 30A W AM M2 Lai FOR END CONNEC DETAILS f-6.CDNCREfE/BLOCK 9EEET 10 GODS-15 MM ALL IMM l7ORIPT6N5 Eli CONiA>K LOTH�ROLAR&%YERNS SHALL COMPLY 00 SECTION N-6 OF THE 2015 AI MM DESIGN ROW&. ANCHOR!SPANN T TABLES SHEET 11 AL ANCHOR��L^� CONCRETE 6 BLOCK S7TEET 12 S.ALL 5006 To BE SWaM STEEL 304 OR 316 AIM SDTES OR CORROSION RESHSW.4T CONLD OIRM STEEL AS PER ON 50018 ON 50 fd MRL MO SIREHC H AND 9D Wd NON.TDZU SUMNU . ANCHOR SCHEDULE- CONCRETE tie BIM SHEET 13 AND SHNL CMIPLY W/no=BUB,M CODE S➢CRON 2411J-%4. ANCHOR SCHMME- CONCRETE&BLOCK SKEET 14 B.BOLiS W BE AS'M A-307 GAVANRFO SMM.OR Am 3a4 OR 316 SUEZ STAfl M SIM YAM 35 W Mom MM SIRBNGUL ANCHOR SCHEDULE-WOOD SKEET 15 7.SEE THE FOiLOWING sNEETs FOR ANCHOR SPECJFffi18O7S:HV am( : M13,14.15 AND 20 INSTAIIATON DETAILS Y-R.WOOD SHEET 16 WBLADE QQ 8 YATN(N!G IN LIMA /2,93&15 0WAL A110N DETAILS S-N.WOCO SEW 97 END CMI NECRON DETAILS 7-12&X.WOOD SHEET 18 B.THS BERM M.V.ACWRDION SHURER SMEM BEARS A US.PATENT 16719.582.CORPOWIS OF TINS APPROVAL ARE COWERED,W MOLE OR IN PART BY Us.PA M OW458./79 SM 10 EASFM MEM SUPPLY.INC, AREA-3, H1/WIMDp1y Hi':A.DE O Y 9.IT SRUL M THE RESP ISMIM OF THE COMPACTaR W VEFTY THE WWONM OF THE SERUCRfRE%MERE SHUITM S TO BE AMOM TO THSURE PROPER AMITORMIL CONRHACIDR TO SX/CRACK ALL MUM COUPlUIBRT am W7ROF1 Fowh Ilm FASTETNND If WNROIOIs CORUIOT Vm THE BINtlbNG TO PAE w{0ND/RADI iNf MIL TYPICAL SHU TIER ELO ATOM SHEET 19 10.EACH UNIT MUST BEAR FE3BAA=LABELL,IN A VIEME PLACE 7NOH IPARmNG NOTE M"Wo PEWODS OF HUROGFE WATBNHCS HOME Olga.TFNAWE OR OTIM.MUST PROPERLY CURE ALL HV AND HD dR��4• HV WIND B QE t1)ONLY CEMMlES AND ENGAGE OR LDCK ALL HN AND RD LOCIM 11.SHUNTER HAMIFACRl1ER3 L REL SKI.BE LOCATED ON A READILY VMK E LOIIOION AT ACCORDIDN SIMMER IN ACCORDANCE VAIN SECON 0499.3 OF MUM EIMUMIG CODE ONE NABB.SNAIL BE INWIJATDN DEIRIIS. METAL SIM WALLS SKEET 20 PLA®FOR EVERY OPETARD.IJIBBRNG W COMPLY Wits SECTION 170.92 OF WE ROM BUI DMa CC= 12.BMM f1V.ACCORDION SHRIEK SIM S 05011MM SHALL COMPLY WITH SPECS INDICATED M TENS ORAWRM PUTS ANY 18UR=AID ZONING BEIR ATTIM PRONGED BY THE.NRSOR=WHERE PERW 6 APPLIED W. 13.(a) TIM P.Eo.PRPARED BY TIS OWE3'R IS GfNOitC AND DOES NOT PROITM BEFORBATION FOR A SIM SPECIFIC PROJECT;Le.i11M THE SIIE CGOTImNS DEMV FROM THE RED- (b)CBLQHACIOR TO BE RESPOtSfBLE FOR THE SELECTION,PURCHASE AND HNSTALUORON itlCtlf O In SAFELY OF INS PRODINLT.BASH ON THs PET..PROMOM HV8HE DOM NOT DATE FROM THiS DRAWING SHALL ONLY BE USED TO THE CDADi6DRs DETAOID on 7WS DDWWff.CONSR=n SAMT AT SITE IS THE COMiUT OWS RUM SUM. OBTAIN PERMITS IN THE STATE OF FLOMBA (e)TEHS P.Lo.WILY.BE COMMIED QWAUO IF ALUM BY A1W M M9. (d)SITE SPECnO I'tiDMM SHML RE PREPARED BY A FLORIVA REGISTERED ENGINEER ON AM MM WHICH IM L BECOME THE DNGNM OF RECORD(EOR)FOR TIME PROJECT AND WED 01 BE RSPLBNSBLB FOR THE PROPER USE OF THE PZV.ETNBEFR OF RECORD.ACIVIC AS A DELMUED EIMEER TO 7HE P.EO.EMISER SHALL SLWff TO TICS LATTER THE SIM SPBM CPAWMHS FOR REVISAL (a)OL CIM P.ED WOU BEAR THE DALE AND MM SEAL A19D SI NATURE OF RE PROFEMNAi BERM OF RECORD THAT PR EPAHffL lL FlMp QQ]}E an High VeloDr:iy HurricaFfe Pone. ll an"Ta7ECO,am cam EASTERN um SUPPLY.INC. i I ��c '� Aoadon She1S " `X Inc. BWCR� aQ ® V,BC W/o RV. uUErmm s No.441 7 r a-� y TlulT TESTIHic E ENBRiEERIRG COMPANY AnlsilDDn ShYfter Splenl3 I»H W1f opi"A a UP€ ?. '- - _. AusslafiYn, IHrc• Y oHD 1s 107 r/z/ fwe 7/2/zo2D * a eALs Rs aeL,.Hr.sa SEA,iaam emalxs Raem1 a3i , o STATE F '@ F .' �� ':(SDz)eTo-ffiso.Fa::(s9w-I531 4268 WeWoods Drive z DRAWING No 06 _ _ :max 18rt!cdaun West Palm Beach. 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Q 6063-76 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPE / 191T �6` 3.161 � - i` 1 ,I 1t10t.®1URN _ rG ap 432. .._..t.D_e.__ 1 -•�-; Jtt' CYLINDER OR DO KEY CYUNOER m IIJTm, '� r. .405 c o p �jju• m iv 1.12V Lt.. U HD CEMIJUMATENO C N ROD HD CEIMMATE Wf LACKING ROD m m OUALIFED FOR U HV BIADEA)& A QUALIFIED FOR USE W/ HV BLADE 1 & to �3- LLOY AND T R HD CENTERMATE'S INSERT 6063-T6 ALLOY AND TEMPER AU YARD 12'MN. QUFlED FOR USE WAN HV BLADE 70d! »r.� n/"EYA'i 701taIu,5t»�ies 31�b-10 t.1 - 6063-T6 ALL 2 D TEMPER -/ 1 _OaE itEtnlS] �_ �KEY CTMOE6ER --.. O I • „'_" ... • 1 110E ® LOCKING ROD/, ® HQ LOCK O QED FOR USE W/HV BLADEQt -nso T6 ALLOY AND TEMPER Gj HV 31frO-16 ACUAL "S7 HV 1/4p —20 AISI O4 BY REGENT LIFTEDHARDVARF MOUSE V,/ H SERIES BLAD 2333 HOOK 601E LOCK. THUMBSCREWS �ERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE 1Q& ICjA Q�jDI�ALLp ON W1LLOR PROPER E/16a LE ENT QUALIFIED FOR USE W; HV BLADE.1. 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SABIC PIN REQUIREMENTS AT - is -8a+-- M.M.r-'JATI- K IC i FXAI-i i G3 Res'!!: HHv_ KTERIOR BLADE KN CKLE FOR -- t t. i HV 1 HV-1t4 dill i:.:.�a ? ! II Jy 0 3EE F:pT. - ,o - --- 11'; _ti;• ,=!ti {4y S-."=L: 91:Y$ ce a�ED �'e :;i_- r.'f."=T:Cs: 3® a�`,ay¢ _ _�_ 1 Or riVh::-,:,'r;Ofti'"! St"•,i Ft,: :ti' :1i(1� v'R " ' !3E} _il t: FGLrCARBONAT< SOURCES FOR 4-0 �R!rGc. TYPICAL SF4U3�LR �SSCMt'�L1° :_' jr 'j EXTERIOR �.�7e�� r�s� �:�.: i.L SAT R:.� w• �resa M (�'1 ?i.; BE VSE, Jr .- vi AND ONV .AT i5 Hw PIN r� :... C , ✓ . A a .ra um Fv-tR!-F j��:0(.1 KNUCK'FJ' t(-: J r-?I ACCn_:PO" S'fSIEM Pl1 h!Vrj Li RAVES KNUC:LS. • L. 67. r FCR 'J: RQ:fi 3_17! :l G C U/.-' t]L'fr.' i e':..=dc ti::=L?:i _�QaESF:;iPIL�!j•!C�: i?!ST::_;i+T::_.`•: '1", ii= T .. _ ,�-.:. •J� �d4' P.• UI'r. "': n�:n:, . a 1F7^v YuZL S.n`esC in rql.;.:E:� 9.M.J ve:. IS= `Ur:-�•..;.a<, cmeo 5 :rc• F z. ::ETi71t •J�''•.jR:' ;�} Ip o. L':7:1'.•:7 a 13.yLTA ^.,1'P^ �4e• y C1�. [,K ;<i:i P: IPf$A:.ildl ^: -=n �. t. c�c` 4�,�',• !1! :: rx[ecu a:, s+v=se to r.sh. c r--.•:'a i EIM-VWQr^. W'MEEL CARRIAGE DETAI V 4�r uT r��r ad.:N<: <:,p ;ri, ri*... #VEMBLY LAYOUT R1. c:L:.N?,5 VA-T;.:a :-1"W C-1 s:-._ +'L—, L•y fi= -Esu 1 Mai BLADE SOLID A 9 A HV WINDOW BLADE PRETAILS �r — - �'-- +,Es PG. am FLMA BUILDIMS CODE(Mon Mgh Ve!uc:t- (Klurriccna Dane, yj�� .7070-Nur.0,'Im. (�3 G•2020 FASIM METAL SJPPLY. 117E'. ��•n•!�•11 11`t!`�p+` 6v2 FJti'.©CJ© Y�� accordion Shutter System s `�,-•• +` KV SZE#1 W/OR W/0 H.V.IMt W BLADE L1.<r{++� �' " �" '-'' TILLIT Amariacm Stauffer Systemso:�•vtrmr nsin 7Rc5-i SY: u.o n, W.M.TESTING$ E."PrERiNG COMPAZA NY A MIC AssaclGlian, Ina. 1 DLD 17-107 7�/Qr2 OS•' 7/2/2020 � � 'r6"^-%(736)27i-:5S0.Fex:(335i%7:-t:5t <�C$ .�e'£t:OCC15 !�,rISC- 2 4 r E /et, r-m:_c comer ee<m West Pcl Secch, FL "407 s -+ dR�.f.Wpp{li�UG glvc •C'' ♦ARIL. • wstiis4 A-71w Jr.P.K. L 2V�C�SP �•� Ftewro.u:.p scts7 s SHeET AUSiGNkilnt'/MATE c OF 20 rammu A• o lc�� o> � a x.> s r r: �ch1; ps; ®® +NOTES ON NV LOCI S AND CENTERMATES: ®� 1. Or ONE FN LOCK P N SHALL BE PUSEDTO I .A OF S SPAN FOR ANY SPAN 1 i OR 12'ABOVE OR 2 OF SMITiER SPAN FOR SPANS UP TO 145;AND FOR MSTA!¢lyl9nDH5 T ANY E7EYATWx HV LOCK or HID'BE USED AS AN MSiDE OR OLl150E LOCK ATRICIED TO OR } i CIIRiERAMTES IR/(2] 1/4%-20 1< 1/r LONG FIAT WAD S.S. H.S. LOCAnON OF LOCK SHALL BE AS IN =TED ON 1 ,1`1� E �� I TrPIraL sE8111ER�iEVAnox 2.Now IF DESIRED,FOR BETTER PERFDRHANCE OR FOR SECURDY PURPOSES.UP TO TWO HV LOOKS OR OUTSIDE Y BE USED AS AN OWE OR LACK.CONRECiWN OF LACKS TO CENTERVAiES - fi j }i J 3 OR SHALL BE AS INDICTED ON NOTE(1)ABM. �111— I {� 1 j7rt• If I f ' -�" LOG ON OF LOCKS SHAD-BE AS=CATEO ON TYPICAL SHUiTER 13"MMx �, •� ��' i �! �{ it 1 i� I? �� j4 ' V 3. tit IOCKIN6 RODS AMEN E NDT REOL,LRED AT URRiPANE POSOMN, BUT MAY {( 2405 rqoR�im1'� �, d.---•Ii 24 1 1 � E 41 IF DESIRED To ENHANCE SHURER PER LAM E LOCING RIDS OR AN ALTERNAITNE DEVICE MAY ALSO BE USED AT STACKING POSTION (NGN IRURRICANE POSIRON). } '� - `I t� �I '� 1; ! "t-i rS' I; i 'L. ONE HV LOCK o ®SHALL BE USm AT CORNER CU40MATES FOR ANY SPAN I L4 44K l .I i! it I; •} 1 AND INSTALIATIDNS AT ANY ELLVA710N.HV LOCKor SHALL BE USED AS AN OUTSIDE OR NSDE LOCK, l; 'i I? I' j• .? Il '; i. li - i ATTACHED Zp COALID2 CRJOtdATE W/(2) 1/4 ZO x T/2' LONG FIAT NE10 SS.MS.7W0 WCKONG RIDS lispj1 I 1l l `Ilit. �i •il 'I 'I AT 70P& OM SFVOL BE USED. IDCATKIN OF LOCK SHALL BE AS WICATED ON TYPICAL SHUTTER ELEVARM t f' 'i I i MXIlUM SHURER SPAN SHALL BE DEiERLINEO AS PER SCHEDULES SHORN ON SHEET 12. S r9 i lI Ii• 1; 'j S DR 2K.1 ONE Commm ALTERNATE l LOCK�E HAY USED M UEU OF FIV LArdT or FOR ANY SPAN AND H ! �G/ ' i ff NSTA;LATIDNS AT ANY ElEVARM ALTERNATE LOCK®NDLY BE USED AS AN SIDE OR omor.LOCK.ATTACHUIM t 1 I ?� i; I, `' I` OF 1/40-201r3/4'SS.7HUTAB.SCREW TO©OR®CENTFRHATES SHALL BE MADE W/ 1/40---20x3/4•ALUM. , I •�'P-M"'•0 '. $ R W AS SHOWN ON SECnON WE.SHEET 8.ONE LOCK SHALL BE USED AT 1/2 OF SHURFR SPAN OR TV}D LOCICi AT 1/3 OF SHLRTQt SPAN. •�Lr. '.'f!!1�, „ } 1 6,.MAANOMM CONDMON F13:KEtlS7D -L nmNC 1 'Ig10._ • ONE HV LOCK®or @ or @ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12•ABOVE OR BELOW 1/2 OF SHUTER SPAN FOR SPANS UP I� ;.i' :i, ; ' •" 1•.. is I�, : ''r I,; i' 1 TD Oro AND FOR NSTAUATIONS AT ANY ELEVAnON.HV LOCK @ or®or 8 MAY BE US ID AS AN INSIDE OR -Z i OUFSIOE LOCK.ATTACHED 70 0 or @ SYHNEIRCAL CEAtTERMATES W/(2) 1/4-20 x 1/2•LONG FLAT HEAD S.S. SEE END MS.R)CArN OF LOCK MALL BE AS WIMED ON TYPICAL SHUTTER ELEVAKON.USE OF LOCKING RODS®W/0 CCNNECT;ON I -• OR f TOP AND BOTFOM IS COMPLETELY LONDATORY. DETAILS ON (�, ;F�• .E a •I ,Jy •K� ::`e Py a' °:' yi' :, � � � �-- ._...W _.__. 18 7�YP.FJLL `r sue, i HV T LOCKS AND CE ERMATES: HBGHr. E F MOTES OR " " OF CORNER I CENTERMAIE i 1.SECOND ALTER94TE TO L AND •ONE ALTERNATE FIV•T'LOCK HAY BE fNSTat1 m Ri LIEU OF FN LOCKS®OR GSA ITIR ANf SPAN AND i i ©�®�V•�°t© 10•�6a I fNJ AT ANY[lEVAnON.AL LDCIC� BE USm AS AN NSIDE OR OU E LOCK ATTACH6IEM 10r @-(D7 V�3 a © OF LOCK®NCLUDES USING RERJFORCONG LOCKER AS SHOYYN ON St�itON NVG.StiEF7 9.NHICH LtUST BE • ©1 • m CONtAECTED 70 C(E1IERLTATES®AND®W/1/4 C-20 x 1 1/2'LING SS.THR010ED BOLT W/7/8'0 r:3/32' i (j)•r7 •@-&7�•�8 I IAAXNI767 OABDVE AND BT10W 1HIDSPAN.USE OF TY/VD LOCKI NG R p5 4S TOP AND BOTOI MF 1�SIDkAEIDAT��PAN OR 12' 08 ®•18 m t 9•��I t( •®�+ •�g *NOTES AN-HP—LOCKS AL CEW-RMATES: TYPICAL 1 HV BLADE SHUTTER ELEVATION 1 k1D 1Q2.1 Olt 't HD S S A I OR*s7 NS AT :ONE ALTERNATE RN LOCK®KAYBE USED N LEU OF FIV LOCKS 2;OR FOR ANY SPAN AND 08TAl1ATIONS AT ANY ELLVAOION.ALTERNATE FID LOCK®FLAY BE USED } AS AN IRS=OR OUTSIDE LOCK ATTAORMW OF HD LOCK IS TO 0 IS W/3 N.3/8'F.H.SaU.S..AND INCLUDES N.T.S. tt RMMIZCEUEAT INSERF @ AS SHOWN ON SECOOAS HDB-HVS AND NDC-MID„SHEET IM LOCK MAY BE USTAULED AT t ►WKPAN OR 12'MAXNM BUM OR ASUM MMSPAH.USE OF LOCKNG RODS&IS COMPLETELY UMNIAL FL018DA BUM CODE(Non Nigh Velocity Hurricane tore, IF 111' 02020 1LLTEC0.IHC. ®2020 EASTERN YETAL SUPPLY.INC. lUb/ BERTHA FAA l�I��l3 D'Dl'� "vim v7M ��= cEN 4r�- /11 ram '", , Accordion Shutter System ` V � V IfaC. t7 7 L3Pt ?13 KV.BADE#1 W/OR W/0 H.V.WNIWVELIW i c3Y s_. 0.441 ,! _-c -- TNLUT TESnNG ENGINEERING COMPANY ATnELiCOn ShY1tOr Systems v. AFSTKPIIDR DA1E ORAxnI er up 1k 1 Assolltaffan. I= f OLD 17-107 1/2/202 DAIS 7/2/2oz0 t> 619E PAS 39L A.51r.3M YI66M CAM S,nAI=3316 ` -'° STATE 0 �°:0Dta.? lsto•rm:Ls05is'il-is3' 268 Westroods Drive z DRAWING No '�`/ e-moa:Uteco Macom West PcIrri Beach. FL 33407 3 1 ' ZO-164 o•. - . rA-DOO671D $�F•�DRID :� �-- MIM A TALI dr.PSI 3 - - -"-" VAL �`�EAL/51GNATURE/DATE Romu` 8 as1e7 s SHEET _ -�.�----- -- �zo.� s r , 5 OF 20 - - I 1 i --CONCRETE ANCHORS POURED CONCRETE PWRED-_ POURED (SEE SCHEDULE ON R CONCRETE ELM CONCRETE CONCRETE-' SHEET 13) REDUCED CONCRETE -1 a7r-zm7/•'ss. CONCi&TE ANCHORS ' Q REOUIRED > .. .y. (SEE SLTI'UIE OH W�/4-' (SEE SCHMME ON 13) (SfE IWLRRRO®ax SIOET» S{�7 ' -EQ-Ea-' WADDItE SOREws _ g. . -1 -EQ"EQ-� i -- i, 1,�2- - ••� — UeSR1Rr.O.C. ZO NTI15 ,..1 .A .A. SD Ox. �-, ......_� _ E D.x � � s7....� ,iE'c 31 5 . �� L•y__,. .IiF� ,;., •...._.13 p„ 1S - � k .E.0 M I+ ..2W M. C D. 1 {.'I I : WOII- OPTIONAL I I.- III; !\`0 i PRONAL V1.1 tf me11Rmc ew' I�. .1 OR i � ! _" LAN.sEPARATION Tn cussQf•9WIamt I ,1 �. "� CLASS - (SEE SCHEDULE ON SHEET 11) 9 G aAM(DIk(g ZJ MIN.sEPaTulnox TD 6LAss I IF ERaslwc .L! ! u I: ;-(SEE SCHEDULE ON SHEXFW EET 11)-• {. 9_� @ HV WALL HEADER INSTALLATION V L H DER STA LA ION C HV WALL HEADER INSTALLATION + IQ YSTONE t EXISTING ; TAN.SEPARATION m GRASS GIASS—I - ... ._ "i { i {I 1"-"—SEE SCHEDULE ON SHEET 11 �,) a it• '� { TO 7i I It, i!t 1 OR 1/,0. i IN.SEPARATION TO CLASS I' )1{ �, EEO ( ) aHi{�1 1�•i!` I �i ! c I t 1 GLAssr 1!' 1 1■ `' E I SCHEDULE ON SHEEP 11) I I ; i JAI Ii 00030 W�-ON SW OPTIONAL ��. ._ I ■ 1 �_• . -: 1111�1 4Hjr E. yI 1{ ___ i i{ • �1;,1 bt r1/a-Un• �_� 0 --±et1+ 7�•..OPTIONALLIl i�1 _f i? iLJ�t it 13"- E. E.m.p' -�i,I■1e."�'7! -_-• ■,1, i N �' !�` 4ilfti 7 II° ":tt, _ 0! { \ {�{ice?: lu:i • I/2. -_.�! 1; ). �:J'• ,1 ' � I ..-R © H '19' _EO--EO - AI 12 oR14 �__ Ir y+ I/4'a-24s3/4-SS. LGa _ED_:_ED_ PHBUPS TRUSS HEAD ' CONCRETE ANCHORS i/0-2oc7/a'SS.PHILUPS . . . �p WA.CFRNE SCRE&S USWNG t' TRUSS HEAD FfACl6NE SCREWS _ j �% 18 -I% 1/$-20 NUTS®12.O.C. M SOMUE 0114 VI/1/4'-20 NUTS®12-O.C. (SEE SCHED SHEET 13 �. WRn, POURED CONCRETE SHEET 13) POURED CONCRETE.. OR CONCRETE BLJ=C 000NCRETE K CONCRETE ANCHORS REQUIRED C HV WALL SILL INSTALLATION (SEE SCHEDULE ON OHV WALL SILL INSTALLATION POURED CONCRETE SHEET 14) - OR CONCREE BLOCK "ALL REoNRD HV WALL SILL INSTALLATION INSTALLATION DETAILS W/ i-SEE SHEET 4 FOR TYPICAL SHUTTER •* V.=EDGE DISTANCE 10 SFS UWRATiONs OF USE MR 1 HV BLADE 22-ASSEMLY ItG SECTIONS CAN BE COMBINED I ��FlCARONS ON SHEET 13) ` B= RA ON SHEET 19 N ANY MY Ta SUIT ANY WSUUlA710N. FLMA BU9DING CODE on High velocity 8urricone Zone, li III 02M8,1019A'.I= 020120,EASTERN��W,EppTN��.SUPPLLY�.pINC. 40 �,�ceN;�;:�� _ d�T��AM Accordion Shutter System No.441 7 s L ®°�``• KV BLADE 1 W OR W 0 FLV vilWON BLADE = — =' American ShuHer Systems - r--� T(LUT TEMG&F_NGINEEMNG COMPANY N DeaRrlRlx talc am- Dr MP ASSOCIGHOn. Ina I OLD n-ID7 /Z�: DDE /z/zazo 63SS RIM 39R s.SRa 30e.V3c@U GQ=M FIRM 3316 STATE 0 .'; `1 PI mre:(3oOB/1-,s3O.Fc1:(3115WI-1531 426E Westroads Drive 2 DRAWING No p try e-mel IUGeotleaLwm West Palm Beach. FL 33407 3 A :"ZOR to ;.�, CA-Cowl o 20-164 '��ss�ONAL N'w``�C�- In o=u.°66"10 s _ SHEET rip SLUE SEAL/SIGNAIURE/DATE 6 6 OF 20 I I CONCRETE Aw•xcRs G CONCRETE (SEE sL�+naFLE ON sxEE*13? � .:i I, R POiIRED 19 •;i i _.. i a 1 17!STlttc 1 t �•(` Teat EDSE OF ��11 FOR 73c m 1 + q p5g-_I �, tse i^,ate r+ ' no wsatTwcaR 1`� i ux� ,na II ' 1_ i srFr 1r, =E.pa.�,'_y`•,' t.FpiJUSL EXGRNG f1ta6@a(u�l •.q c �. saiq i •r . 'At 1I _. Il it ..xISrJR^ r 1 i� iili I. r 11 131oa15 ra^isi' 1 kTEt10 /scREm 81 2 oc .Lass' I I� I ...I� Cuts, OF i 1i�c .till •- CONCRETE X=CRS .. i;a.,., - ' lr R P �6 J• 7. i....__...... •• -- (SEE SCHEDULE UN SHEET 1S:..^_ E7•-'. z.D CARLE EX75JGG ' Ile, EDGE OFM9 Y37(3 Ir 1 ;: 7�2t _L 7^_ Qtior }} FF� �fv2s�><7ir ;.•�__ SF:i•?HEAD::ONCIL?E A•iGiGFS:7e-DL Qti StE- CGRCRe-E E D. GORGRET_ T« 41_"s a:�':-z _ 11 f:R P1tE 67G:.lk•( :Ei_ -p °GLLREO i ._ ... .. .. .. I REOU4SEV R:QUIP.EC 15=5.FT Or`J@E+r8 rdR it i 1' •1 OR -1& Ca:4CRE7E I FLHT HERD coz. c._ 7GtDR3 srssTB`9 a:i i ;• AEOL'IREri - L 51 _ E.L.. :SFE 1JCHOULE ON S%!F_: f9 f�`•;, T: 6gEl4C@fi @W57ALLATION VAL+D ONLY FOR UP TO+70, -75 PS&S.D. j)HV WALK—GV R INSTALLATION DMISJi PRESSURE RATING�FOP.SP•%'S PER G) HV CEILING INS AL1�9TION f NY FLOOR INSTALLATION—' t SMECL'LE r3,sHEE ,7 CO7tCP`7F ANCiAFS •:• ''_ c.RSs i i (i i , :SEE SL�•�UL_--CH a s rj i i i .ytl.i Lw �, .r :IC,3.'.n E:IILMI. E�tSis:G -�•u i:: t � E•:l=z1:G - �- ? j. e%r, •�� ". R; i I c :�i I B f :Porto.:cr a; �rz i 11 ,..Ass yi:a atilt- �it r },1.i.- 1 rr 7Pawr-M1 ;I I •_v:. �•^ y a l li ,r ;- ' r(((j11 —1: :r`-zE c s i Tel =r 1 Cz ro:•P Tc Y,-•;• 'a,zC Dr '' I- I i - --' (i S C:X5:`b:ia Wr—"W:: {I I •:I 02, �it'-� .JL(. G-G"•^'C 3'-S 1�.0 AFTc.•J ' ,'�•` ' 1,i"-- :.F1':•cTT T"FJcT. J :� S : f^"..' ;-u' 1 ur- - i i^i 4II ^G.): ::.rTc is": :::,•..�y- ?e_':.—� •f�.' ! ;E i`$ - i--.1:t .- r t i HFi9 I r iij=i a Jti:TAE�.v::• 3f_E" VA%. .JL t- l _ 1't i r :i• a ■i c.... t�l,.T -•[ 1' j�t�� eta i {:II+ wr s i- 'iT r i a.��e-'" b:4.x5 IV!KM , 1 ,�• i 61111 - t -..-.-._'j1'•`, i. r^} .rs a-x,.:•s•ae L 7 .: cC' a D"G.C. i: __ L r_.J P,1i,1 'a" .✓ —•"•. i =- rfe CR..GPEF AL 0R5 ! 6-{7J &!. l �1 I _ ... - ,ri:tr o , c'.c. ;m':a-crw%'LE Du .I -- / Su_7 :ai �. •�a� a~ �•". 3:5:W4 r.S; ----a:^�� _. ! 1.7tca,18) �Z"'--'1• I rib 'r..[."''�D ar F-i:..cc=as s GJ.nlD C:;7,P 1 , - j n�FUCFjiE ' �,WREVE A77GiOPS - -":URED CGNCRVC :SEE SEH_•'7r ULE CU Cat zieEr 7 _F2=aC6�.:zl-.K E. 14, FCLR Gr•XCPciE ON tiE_r' 7• reGCL�Fa GEt,:acclZEtE Exacx : = T.- RV- GALL WALK-0 N�F�L�ksl(�rt IRD :ta;:��o(�E nf�uraifi�s; li�sTAL[Ia�iofiE HV WFLI FLOOR IM5Yfa9�AFl�IL° o r t Lsxvs'r.ass. fiw c, ca_ xriE� _ a'FAN -rt• ,@ HV R INGUARD INSTALLATION I U. a?c.S: CYrrEDiUi::: t =EE S=EC?:,•,.:Tt:7 QY• A3SY.E7:T TC 4:+'FEIc"y,_En" • GP k4:�:,;.07ta GF Ucr FOR `�,{�a $ �,F ($ '�" �( y�Q�f j} y 7-`k'W6V, rCY?YF'CaL.I-UTrcx i. s�==T l a;,Er.n.:•T+L 5tF^e i:ti;GPI SHEET'`6 __ _ _� INSTALLATION 6�I��.ATION DE 1 AIS V5'/ \�,, HIV -BLADE :S:E OLD", 1 _ I OLD", SM..os Gt:t BE WABIKEC - c:P%,t T:Ae TE s,nT�;r a sT;L,mc FI.MM BU DS,CODL(E~3 i Zone, TJl G3 I} Tletoci;y CT�urrico::e , d€el zo-s Tt�ca.ar,. =t zaza FFsTEw u vn-SUPPLY.:PJC. ..�� ....� °° BERTHA HV-,!'.Accordion Shutter Sys tern No.? 6'`°" _"' � � ' �J ° ® wX i3ME#1 1Y/OR w1b im%mis i aA4' f -•F.': A erican shufIfer $j'v arras Y.No- cE5=:,aa DATE CPA43,or. UP ••-. TILIJT TESTING &ENGINEERING COMPANY Assoal®Elan. Inc. 1 OILD 17-107 DAM 7/2/202G STATE = cTss Ha Ea s.S:c:as,JMS=f*2W%FLc:..•:II:ss � '�`D" 425-8 Westreads Drive z T.cnc-E375)Sit-1C3D.Fe.:(3C54971•-1531 u'riA:ciMG SVL• a1.ec.a a West Palm 5scch, FL 33407 s ��:.'��L1Ri �:��.� cR-Das�77s -- 20-954 •••••••• 0 .ice — WALIT t a n=Jr.P.C. a ONAL Ri%SEAL,/SIG,%AIURE/l)91 E PL�DA L .tl aa;� a 5 7 OF 10 SEE—END SE xmEs DN LOOtQ27 RDas®.xV Loan p�.p Ueir :I ',I ! IN j `r r�asTTRD INSTALLATIONS W/ i 1'7 HV AN AfM'"'E W1°°1®O sxELz 5 BLADE W HV CENTERMATES **M mLL s? 11 @-OCRO O O �•®� } i 10 ®a®'®°®•®°' �j Z OR SEE END WAM CONNECTION - !, ' I ' I o•O•®aO.O•®R 016TD1C GLASS DETAILS ON SHEETS In & 18 2SQ'kt/da0=2 I i ( ©•®a�•©•��.:J•� _ 3 1/�" T e 1/2• (aa6S-7B A1101�ADIx. i•d=r ..-.. .— ._ .. _..........-. ... ..._._ -.. 7-1 - ANGIE N/(7J 1/ TMtON I i�, 1 1 z• a, . OP OSING ANWD/A tb CONOREFE ; + '�:. ' I-i / ® ® CENT RE MATES SYMMETRYCAL �D70T °e 1 CENTS MATR_=ES (<)ifo:1/2•sms m TueE �. flog/s•sits®12• , - M GP nON o c FULL tENCNr. W� F14/ LOCK�e--or 5' AT elex ANaE(1rP) ' t j *V LOC ar �E 5' ycUy: '• I--iN.... �35 :35 oN s1�r;j , •: - , - - I � .., —-— -- ' --- -- ----- --- -------- X- All. 1/`--1----l1/2• ®i 2• � F_.. ..--- - ----._. . .. . . ' '' --- � -----�•=•°r'-'-.:'":;r,22�® 3 �., a 2�[� �RV:. 4 �f 22 25•* K` 0 1D•©5°�©+©wQ•®'w HVA HVB ®�®�©•OHO 10+Q� HV C POURED CONCRETE OR 0•© o 0 o�I ____ F. 6 +7 a6 . 7 • gw E70S7WG ©•©��+0�®-®m' ---.._.-.. ..� .._. r ---- -----•------ 70'®®®'��'®�__ -J..--- ------ CONCRETE TMacicwALL cuss SYMMETRICAL * w' �• 7Q•Qa.�s •�•©� i 1 �•®m Q•�3°�19+� �F705ING 1-•:•:� C T ....I N NIN.SEPARATION . �N MATES 26` ®.®��.®oa08 ,Qj eR ro cuss S 4Li W_ITV LOCK �6's oPnanuL (SET SCHEDULE --© ® ®W®# -��', (Dn1:RfRIOR) _. .._.!_-O�O. ©•©_�9�®5 ._- ON SHEET 11) MN.SEPARATION � i� _ 70 GLASS (SEE SCHEDULE IN OPDa1iAL ----._—_—__T__---- .. ®•® _ ON SHEET 23' OUT .�" _. _ . _ _ --•---:— - ,r----- --- _ r� 1 j �r_.� �.-• LCONCRETE ANCHORS 4'4467L ,y.. OUT —OUT_ 23+ +*35_.. 2'MM.SLACK (MMOR) HVE --- . ._ - HVF�.I H1/D w FLD8IDA BUHIC CODE(Non Nigh Velocity hurricane Zone; "#!w�I �• ��T��4 0202D Tum.IRQ. 0202D EASTERN METAL SUPPLY,INC. ,��P:'VCEP, :✓�' BERTHA tlT1 tii,1.: ��, � ® �a� Accordion Shutter System No.44 67 ° s' © ® Kv.BLADE 0 W/DR W/0 ILv WMW BLADE -. T2LLR TESTING&ENSINIMINS COMPANY AmerToan Shutter S stems *" � Y .x Dsel�nox aaE oRluma rAr: xp S-�* STATE 'F '� ' Imo `?. ' �a"�J°° �s waaA GUM=FLC;=ME Assedetlon. Ino. 1 oln n-107 /z/zo2,DALE s/a/zozD ,�y Nr Phone:(SOS)171-I5J0.ra<:(36�SJI-1531 4268 WestroadS Drive 2 -D DRAWING NoMOM il`•• `DIII Q', ' � e-neD ems^ West Palm Beach, FL 33407 a ii��i��S•..... ��ECG�� G-oOCWJ RRWDa'Umfir P.E. 7 s 20-164 rirg11n11�11E SFAL/SIGNATURE/DATE G S E OF 20 ALTERNANANSTALLAMON W HV "T" LOCIK 961 NV MA LgZ EMA " " LQCKS C 9 & OCKERS (P HV BLADE sts COMMMM ri mm am SHMM+a!in INSTALLATION W, HV BLADE oUT j—a - IN '��"�°`"'� roam W f HD CENTERMATES t34 i S k AS 1EAL 15 OMrU6A1 t16aYHE .t�D- . B USED VFgW T NVJ S'EE END WALL CaNNEC1tIaN-- + DVENIZATM Vrl*1L tHw SHOM w tns sxar f i ©'Oa®-©O 8- ntta�a mA sNrAS tot ,te ®•®-®•® 1 (i�aoHHostE r"•® ;35!k - .s +35�� ANOE v t sv wmt 4 - - ----------------------------------- (+I6+C.t/a'sus.m IuaE i •1,W&•ua•re `$ ' A FAG AY47L GtPA'1 .� ' NeL ttNHRHt. k IN (4)MV. ...__ FIN ��.-•. Y;.. r� (30 L)Rt "T�' Y�.,.,• , — ;3%; OCK INSIDE) H H _ i• • G ++,e s • y F .. �`t: �J' 31 tRE 32'• ; 3 °31 oR 2 31 ox 32 ;35 31 wi 22 L - ' ` OUT _ *- 1/4" 0-20 x 1 1/2" S.S.NS. T 35's (oPriHa 4 s�Emre s tnR"vim•; `'' i W/7/8"0 a 3/32" WINGNUT. ( ) DH B-HVB OUT DH C_HVC r toe,ON SHEET s. SY©NV"T" LOCK (OUTSIDE) MMEfgLCAL N_�_�lITERMATES � �V Ptm W•'+34s_LOCK (�XTERIOR� NJ„ j•sERss s.e.AtANRM1 SHM NLIPM PART d MO, (G•®a©�61•®•®°' AS NENOACTIM Xr AM CHERRY {{•'��:J' ------------- -- .•. — `�,., SEE Nuts ct HR®m ®d HBO mas ON Shr s H 3. r f, ' M,,,,FWATW NA+E©MM Kaf.w a itri x ' a•{ IWID XNI Ail aNlfID4TFa APA6A1N16 offlRADEO - VDa FLOATING STACK RORM BUflD1NG CODE Non Nigh Velocity Hurricane Zone' su2o mtEao.Roc 02020 EMM Nero.SWPLY.INC. Accordion Shutter System H.v.9AM#1 W/DR W/o av W► N MAM c Np.441 7�.-:-----• American Shutter S e * TILLIT TESTIND& ENGINEERING COMPANY c. Ev D 17-1°s mtc soon er UP Asnoaistion. Inc. + oLD n-toy /s aNe - ,r sass MAR.ar-St.sx sm vEHcnu taRaas ttmw mHe 4268 Westroads Drive z Phone:(sos�Tt-t530.FHu:(sas�t-tat DRA4NNG No Oltemiaolcom amos�,o West Palm Beach, FL 33407 s 20-1 64 FLDRt` ::•t(r —._ ruH.mt a rRAAr IP.E : • fit, "M uo.d a,s, 9 �SFAL/SIGNATURE/DATE s a SHEET 0F 20 i F'OUAm CONCRETE OR .• . ....._ .POURED CONCRETE ---' FOURED CONCRETE OR CONCRETE OR CONCRETE REFE OR .. _..._..__ ; CONCRETE 81=WALL ; , BLOCK WALL REOUIRm BLOCK WALL REQUIRED i BLOCK WALL RtEQUIUD REQUIRED BL ' CONOWTE ANCHOR �F7USIING GLASS �ETOSIINO GtrlS� ��••--EYISTO�IG Q/�155 •.�i' r_ _7 -2•MIN.. .. NC GL0.S5 O 18.OF. c 9>'JV .- � t �-sj �7 i WL � 17 2-MIN.. r— TO GLASS(ME WL WRARATON 1 001� -,EQ UK E i�i gam® �Q/ES5 } 107 GEM ARA11O�t I, on sw SOEAAE ON SwEr 1/16793-MAX. ON sir t9 FOR 1,FDA BUCE®Am `•1 SC� pATD „� 11 FGLi BLADE 01R01 (6063-T6)COtiG BAOFSm�c® ---•--- -- ON 90ET 19 FOR 1 j2. --.----IT —---1O19�tB FOit Al "- ____.__—_._.._..:�®�9 tlLOrw�TEETTH 1/z'�� \--•.__..____.__. 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ANCHOR ( - _ iO O.C. _ •^O' 1/2•TAN.`--" Ea� r-4. - -- --- -- :4 r 4{ .�y,_._-. 2•PAR. �..____-____ .. ! •SEE LUOTAUCINS OF USE FOR j j t 2"NW. - ..;•-__ _ - 4 BLAME 9 ON SHEF:19 I ©DRQDR�OR�OR� VIE Y L)OR Q' L -J PLAN (lb OR DE A, IL X POURED CONCRETE OR .. _.-. .�.•':-. ®.©•OO^°BO�i •®� '. ... .. .." .. - tO`�°`©•�'� 1°®m END JNSTALWION CONCRETE BLOCK Von �®-��'® REQtM �1O'®'®•�©'®® ©•O•®-©•O•®a j 9 HV ®LADE OR 4A, WV WINDOW BLADE INTO ©•O•®a©•O•®� ®•®-®•®-O•®a CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL 5Q ©•(�®•®'�•��END CONNECTION DETAI FI.ORrDA BUllDING CODE(Non High Velocity Hurricane Zone- 1) f1T azow ILIM 01C. 02020 EASTERN HETA L SUPPLY.INC. �: Accordion Shutter System �= �_ �' ® e e. o Q la o ev II"#T w/CR W10 KV Yd1�DQ811iM No.44167� ---�_� n --. nLUT TEspNc d EeGLNEERtEiG COMPANY American Shfutfer Syst®m9 H T=wMN tote DAWN W. .1a r-1 : ram- r>> Association, Inc. + OLD 17-10W7 7 t1ATE /z/zozo STATE.,F os rim a`m s1 sa.�.Yet c tm 8 1-153 3116• 4266 Westroads Drive z Prime (d05)e1t-,6]0 W.fm:(aos)t111-1s�, DRAWING No 0' 'c V. `yht$�y r.41fo�aa.mm West Palm Beach, Fl. 33407 s ','�4jgs� DNA'�i 1��SIGNATURE/OATE FFLL�vi D�d"167 6 SH o�OF 2Q SCHEDULE #1 SCHEDULE 02 SCNEDULE N1E3 MAXIMUM SHUTTER SPAN'' 'L+'OR `L-" NAXDAOM SHUTTER SPIN*'c.+" [1A)aMUM SHUTTER SPAN*"L+" + it.. FOR INST®TIO® ( ) 'L'(ct) WS7AugTKTNSA� �`�D & or Or OR 'L-' f FOR yMSTALIATIONS1R/ONE H,V. LOCK ®or®or Or CENT('RMATE A<�+a CONCRETE WOOD (1)L+:MAXIMUM ALLOWABLE SPAN FOR A GRAT1HD LOCK®W/NO LOCKING RODS or ONE HV LOCK�or®4T® W/ONE FCVLOCKS MANSflRY LDS AIAII �P[2650 AN FORACENiERMAl7S®& W/ONE HV't" W/NO LOCKING RODS® W/ NO LOCKING WALL A 6,C, D, E M,N, 0, P,O.LOCK®W/TWO LOC G RODS®TOP& (SEE NOTES t;Tij GM NEGAIM MOUNRNG F, K & L R, S.&V. ASD.DESIGN PRESSURE RATING BOTTOM (SEE NOTES (VALID FOR INOUMWCQ (2)PROCEDURE TO DETERMINE KAM M SPAN FOR CONCRETE&AmOD SHgT 7) FLOOR/C.EIUNG G.H. I. It.J T.U, w&X WALL MGUNDNGS(TOP/BOTCOM)OR n=R/CFAING: Ianllr CONCRETE&WOOD INSTAUATIONS 6auor CONCRETEFREMM MOUNRNG & M AM DERMAS0.0®C7 T' :F_ 61Ot1 UWAL1AMONS GIVEN A POSITIVE A.S.D.DESIGN PRESSURE R0NG. � WALL MOlIN1ING FLOOR/f�'01NG � ¢ALL NOAUNIMO pppR/OEIdIC MOUNM DETERMINE MIWNUM SPAN 1+'FRDN SCHEOUXE.0 GIVEN A MEMO=ASA. DESIGN PRESSURE RATING. FIADRMILING MOORING.. .. 1 _FL R". _ALL rmuxmtO.. b 6UU®IIUM SHUTTER SPAN'L+"OR 1-'FOR DETERMINE MNIIUM SPAN 1'FROM SCHEQUXE. Li(N L-(� l+ (N_.._.� 'L-(U l+�N L- 30 OR LES t6'-0' 16'-�_ 16'-0' t 76'-D• 30 iG-D° f_ 16'-0' _ 3D_ _16'-0' 1 16'-0' IHS11, ATIONS DrtO WOOD SHALL BE�TO FINAL MUNUM ALLOWABLE SPAN 15 EOUAL TO THE 35 IC-10' !i4'-io" t5'-2' 1C-0• 35 _t4'-to'-X t4•-t0' JS 15' 105 psf.ASD.DESIGN PRESSURE RATING. MINIMUM DEFEREtF�I[•D SPAN BETWEEN 2+'AND'1-•. 13•-f0' 13'-10" 40 14'-2' 15'-2' (3) PROCEDURE TO DETERMINE MWMUM SPAN FOR 14'-3" 45 13'-1' 13•-1' 45 13'-4• 74'-3" 1..." HV CORNER CENIEKMATE r3 NAY BE USED AT]#2 COMeXNAT10NS IN BETWEEN WALL MOUNTNGS 50 12'-5' i 12'-5' 12'-B' 13'-7° 50 12•-5• 12'-5•_ 50 12•-3• IS-1" OUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/ R.00R/CEAING MOUNTINGS: _ 55 lt'-f0' 11'-10• IV-I' IV-17• 55 il'-_1G• i 11'-7D' SS _ 11'-f' 71'-11° HALL BE AS INDICATED ON MANDATORY CONDITION OTE�5,SHEET 5. FOR A GIVEN POSITIVE AS.D.DESUr9 PRESSURE 45D if'-a' 11'-4' 11•-7' 12'-4' 60 1V-4' 11'-4' 60 IW-2• 10'-11' RATING: 55 10-10'i f0'-f0' 1t'-1" ;11'-11' fa5_ 1D'-10" IO'-le' 65 DETERMINE 70 ID-6" IV-6' IW-9• 11'-V 70 70 8'-9' 9-4' L1+=MAX.SPAN FOR GALL MOUNTING INSTALLATIONS __. _... e L2+ MAX.SPAN FOR Ii00 ItNG MOUNTING 35 iD'-T t0',-1_ fti'-4' 11'-1• 75 70'-1' _: 10'-1° 75 6-9• 't1'EXfFPT THAT MAXIMUM SHUTTER SPAN"L+•OR INSFALIATIDNS. _._.... PRESSURE 6I 9'-10' 9•-10' 10'-0' f0'-9' 60 _ 9'- I 9'-10' RATINGFOR85,._ _g-6' 9'-6" 9'-9• 111Y-' 65 D=6' B'-6• 06TALLaONS INTO CONCNEIE OR CONC FOR A GIVEN NEGATIVE A.S.D.DESIGN PRESSURE 5 TE E BLOCK 90 9•-3• 9'-3° W-5" 10•-1° 90 9•-3• i 9'-3' SHALL BE LIMITED A5 FOLLOWS: RANNG: t= CONNECTIONS TO KEYSTONE MOUNTING DETERMINE: 95 9'-0" 8'-9' 9'-2' 9'-f0' 95 9'-0• B'-9° L7 MAX. SPAN FOR WALL MOUNTING INSTAL ANONS. f 00 8'-9' 8'-4' 9'-0' f3'-T MOLIMUND TOOON SHEET AND B'-O•SPAN. SEE L2-=MAX. SPAN FOR FLOOR CEILING MOUNRNG tOD W-9• B-4' N / 105 6'-7• T-it• W-9• 9'-4' 105 8'-7• 7'-It° N,SfALLA77DN5. 1 10 B•-4- V-7- B'-7' , 8'-2• 110 .W-4' i'-7' FINAL MAXD/UM ALLOWABLE SPAN IS EOUAL TO THE 1 75 B•-2• ? 7•-ir B•-4° ! 8'-Tl' 115 6- _---T-S MINAIUM BEBVE.EN 11+, •Ls+.11 AND'U-- i�o... Bi-er . .e;-1r, w-2° : e'-9. Nip •B•.-D. ; -_n• SEPARATION TO GLASS SCHEDULE tZ5 T-tD' ! 6'-B' 8'-0' B'-W 120 r-10' 6'-6' (4)GO TO ANCHOR SCHEDULE WITH FINAL MXXIAUTA • ..... -•------ ALLOWABLE SPAN AND NECATNE 0.SL.DESIGN 1JD T-9' ! 6'-5' 7'-IW W-1' 130 7'-6. ; 6'-5° PRESSURE RATING TD DEIERNINE MAXMUM ANCHOR 135 r-7' 6-2• 7'-9' T-9° 135 7'-7" W-2• WIND ZONE SPADING. MINIMUM i4D "7---- ` 5'-w r-r r=s^ 1440 i;=s- 5-n• ASTM E-1996 SEPARATION 145 7•-3- .` V-:9' r4" 7=3" 145 T-3• W-r TO GLASS UIB 7_2• 5_7 7_`" 7'-0' 150 7-2'i-o' W_-r -z� e_i- 155 T-0' 5-s° 1 THRU 36'-1t" 5-2" T-1' W-T 160 6'-11' W-2" 6'-10' 5'-1" 1704'-9" 6'-9' 175 6_-7• 4i�• ': _ �v BLADE '6'-5• I 4'-6' 6'-7' iS'-k iB5 6'-S' e-re•-4• i 4'-5' 6'-6' S=6' 190 8'-4' 4'-5- 6'-5' ! 5'-5"5•_3• — .....6•-1' 1 4-1- 6'-3" 5-1. 205 FLORA BUILDING CODE(gon Nigh Velocity Hurricane Zane' `g1i) IiI��rg 02D20 TILTEw•INr_ 02020 EASTEW MEFAL SUPPLY,INC. BERTHA MIRA Se/TLAo ® o�� Accordion Shutter System ®�6Ie. KV.WIDE M W/OR W/O KV.UM i�LAD(E t No.,?°1 v __- _— _. _ Amedcan Shutter Systems W.Nd aLSCIUM R UYE am=ar IIMV.JLO. i*C TILLIT TESTING &ENGINEERING COMPANY /) 00�!•tlOnrInc. 7 OLD 17-707— �! nsss N@.afan.sL.Sm.JDb 11imFA fiARD3L�RG4011 3N16 ( +/2/202:nnr. 7/2/2020 OF :4- phm:o:c3O57B►1-153D.Fox:(305)871-1531 4268 Westro6ds Drive z , y'D'• Nir` e-moR t�7wsamean West Palm Beech;FL 33407 3 DRAWING NO '.��iL`'•:�0. IBA =;,�� CA oDG67t9 2 irrir�/ON fi� X1 WALTER A.TFUIT Jr.RE /SIGNATURE/DATE. ROM SHEET 6 It OF 20 A(�1ODUM_ANCJ+ORe caAtgNt: enten+nF F>oR A GIVEN u r cutlrls4 cos.1 .�...D- ^ N n:+.:ni F 'ff5Am u13 ANl DeePON01Nti 'Is 9L8s�ti10 ItrPE FOR "`^*�OR OONCRFTE ANCFIMM SPACIN LMEMO FOlMW CONCREFE ! A ti t':O Ka t1V �'•� TAPCON OR (A,)WLL IffImF]�1WOtettl0 lLAIMULLI. tWW+INO WAU.1ffA0ER It41RID1G IJIGl1 SLL,ro,03JNIMD tD WALL SDl yroDMNND U&(F/NWL HEADER/S!LL TAPCON WON ADVANCED gpal W n tV n ® W e2 W/aft u01iMI3t0 iHREADFORN iECFDt01 OGY ' n® mno( _- ot�l Gems t to®o ®1 a r�s: e=o eism tmmrt elm aa� asa Bar IMMM r�la rBmm ash Ism arc a Iris . ALL POINTS SOLJD-�W K i 4o w g BO 1+zD ieo s0 i 4o w f 7s m,ao iwT20S Jo I go f w 7s ao a +� Jo ao w 7s�YD iizDiiw?Ds ii i0 w 7s oD rmiiwl s 30 401 w 75 W�t20itw120.5 BLUE TAP 14/1z O Y 6 e f e 6 14112 t0 a,a a 8 tf 12 f0 e 6 4 z l O a a).e_y 9 - / -`17D e e e e e.l e) 12110 Y 'e,!je_la Wt fE„ 10 -Y-i� b 8 0 if 12 1D D- ®" e a 6. if. I's jf0 _p;,e•a.r0''e +sj12 Ftd B tt6' B'{"e.',e. "e a,a e:e, 9 "ee TAPPER+- DRtE1t is ulfo1Sjeera i?Ti2r1o""jjBi'e e s a if 1s id a 'e i" a, y u112{tote-ia eiei� ii t2 loiofele'sae `e• a`?eie.?_ a 9.f6s -- i4• i2�iols 6,a sii iai+x,iDfoie t'e 6 D ti tZi�o•'Y 'a ri IF 1a�-ii 1x +D aFe 6181- 141210i9 to Te' a e e eIe?ere 6 i 14 tt 10 0 ere L 4 14f210- el.E• 8 a f4 to 10 0 ,e a10 14 1Z ,D O e 7 �- 14� 1D DIa 7 ti5.- e,e a e(a17 4a,9 - jj - _ 4'-0• 14_12.1D 0'.� a.'{_B 7 11"120'D f'6 a�'6' a I4 112 10'P i e C'{B 1 8' it Y2 in Y i 0 s{ii5,?' ti i'12 10 i'ii '6 'i 8 E .e is u to 9 ii,e I4 ±4 Iia11d{a'•e nts 's' i41iz1i9 '9 e` e)'o e` is t2"toTei"eis =1= is"1z io'a�e a - a ere s.:."s a ss's 1s,- t0 B t B I li I® 1' 14I 12 i 10 1 0 l e D 6 '6 11 12 110 1 9 1 e 1"e 1 d i4 12T1010'9 1's -? u)>z t l0{8 B 11 i - e!a-!al a'8 e 7 f55 14e 121D a•a:a 4B - is t211D;2 a ers r3S t4_ln r.mle eIe ore a 1z rloro s -1-:-, rf r12 7DeD Faslssl-�- e,as•ssP4 ;3 fo�'d-a�„`e 9s;_ tf u 1 t0 B.{a#e e iA ii tzz 1d are,1{e 1 a a iz iiii 7 e "e'{i tio B 1'a i s l e_d- ..d 1-s!e?e t-s'`e- e i 6 i`SEE ANCHOR 5'-0• - -P i + —� _4. 1. ti:iz_tota .e }5si„- uPt2jto.� atti.asl a lz ID o e 1 4?5 f4{'12'tto s •ei3 -1= u tz tDsals?a'-T- 9'e a?e'e a{$1s SPECiFtCAT10N5 _. _. t� iiyy fi 14?t2,f0:a?'8 r014l- if'.17f101p`a,o'e'ISB i4 12t-6{'p'''s 1te :6 141 i2Lo,91® 1-T- 1- 4121 isf9ib i7sf-1- e-'{'8 0?e?"E t7.5 tiSP4 r ON SNEEf 73 , 8:12 t 10 l 0 I e I tib'J}- t4 112 10 i D•e i e M8 t- 74+12,fD I D {a,e e B If /2 aS 7S l 4 :- - - 14'12;BS 7S FS:JS -'- e l a:8 l 75185198:J5' �-• s'-D• 1411g1o,la.aj�b� isjtz: to_aje •'eissi'= i41i21iolei6ii e a i4iis io ali:a.'- = iif�z�iDs;'e'a'a'- t4:1x toi8 8t3 !-�- 14 12 ,o•61e 'a' fs j12'16 'B -e'9s'�37 i4 i12'101D i4a'-.t='-'14t12 1019.7.9'a - e'el ai el7$1 ss,'4�"a 141l2 i16tD t8 '5"i_ ,- 14112{;t148'.fl Pa�O P- 14,72 i1D191e 1014151 to t ti 710i 91s:- -i- ib`12�i to~® e'4a' o;oiaioe'6'45'- 1a 112110 j,9 'A!4 -i- 14 12!10!9;8_Iebj31 l4 12 TO-a to,eI a r_ i61 Iz!e!441- - - 14i12I a}9S `+9;- - a i a:9.63tb5�s s,- 7'-0' i4 i;2:t4,a u�1z',oia'4}s is i4 @"'to7s ai`e s'= 14'i la ifoi9"6 '- - - 1ii12 ii0,9�e 7 - - e'6?B�Oi8t 91Z9_j8 14;,z;10 i 0 ifs•- 14 i 12 110�B�e '"4 .-.- i4 12 j lk-9 1 9 i 7 i 4 '- 14 i 12 110?55'- - - - If i 12 i 10 i 9?LS' i 5 '35•- uE12,io'9'�s+sis'- - u fz,to'e'etai-i- 14 ia:io?a is e'e '- 14i,zimf5 ;_ _ _ _ is?tz'.1oa;sta,- - - e''e?e 9t71s a 14 112,10:B 153 i 3 - 14 i 7Z t 10 1 9:B J45 i-`- 14 f 12(1D r 9;a i B�- - to 11 j 7�- - - - - /4 i 11 7 155 t 75I- - - 8 1 8'7!55.48:SS• -r- t_._• 1{1/2 ft to a jb5 l- - 14 112 t 10-B;B 4b• 14.12 7 10 j 8 6 B -' fa 12'{10 1 7 '4 14,12 1 to 1 i,e 3 - a i'i3 0 i 8 1 a'1 7S' 7 O r { *SEE U181ATIDNS OF USE FORT 8'-0• 14�12110`SS;3'_- - - If >Z 10 1 9 t 8 - 14 12',0 a a a3 - U 121&5:J - - 1- - 14*12 a5 -7 1 4 " t4 r121101B �S - - - ;4?12 a0.aip 4'- - 14112ifD1816'.ei-'- if!12•CSC- - - - - f4;12{B5:7S145°- :- - 8iei a i75i a�48° J • BLADE to Oh'SHEE119 11!t2'70:fn5!4S i- - - 14 a 12 10 1 0 l7b.- - - 14,12}tO,9 13'gs t 4:- - - - 13 195155:a - 9'-O• 14:f2;,t1 i8S'4 - 14)t2 110 i 9�75'- - - T4 11. t in t B •8 - - 1{:12:to i'S - - - fa'I12:70 Y 15'S ®-0_ TO-,7 ig as:4 - - - 14;12 f0I9 NSA-'- - 1f i12110�e?7_9 - i4 itSi45i- - - - - 14;115:7Si6? 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of f's5i_ — — Wl 1A: HV WINDOW BLADE 14 i 12'- - - - -1- 14{12 i- - - - - - f4.72-- - - _ - -!- •t51 fib.- 6 1 a I55!4s: 14.12,- - - - - 0•_.: - - - - - - -•- - -,-. - .,14t12' - - - - UT12 - - - - - F- 14',2-- - - - - - 14i9i- -i- - -'- {'12�- - -_-!- - ete..a' ei75r,Fr_ — WORKING IN UNISON 14'-D 14`7 - - _'_ i4 P12'-•- - - - µ'12P- - - - - -•In*4 - - - - - 917s'S'4121 ' 112!-,- - - - - 14 13 i- - _ - .57 4'- - - - - - G5:e i- - - - - - 8 i it5 4 - - 14:- - - - - -t- 14I- - - - - _' 14,-- - _ _ - _ -- ta!_ - - - - _ _ !.5f- - - _ _ _ _ - _,- 15.-D.14 -'- - - - - tf'^ �- - - ,- - 14t- - - - - - - _i - - - - - ._ 75,5b7.513� _ - _ 14 I'-' 9'! a! 7' 7_3S7- -7- +4!- _ - - - -1-__u.- - e'_'_ - - - B1_ _ - -,_ - - 67?4413ali 1qi- - - -I- f4 '-'_ _ _ -tl10' "- - 1D. 017.5 5; 4 .16r-0.14 -!- -j-1- 74°- _ - '-;_ 74f-{={- '_ - - 4i- >+ -�= _-�- - - - 's-'e}e�:7si s' - 1_4'- - i- -7 !- aI- - - - 13• 1.3i- - �-?_ - B 854 3$ - - _ e a'45, -'- FUNDA BUllDING CODE(Ron High Velocity Hurricane Zone. `,,`` �ulitlh+77 if*.',''' 02020 MIM.M - OW20 EASIm MV&SNPPLY,Mc. lip -• �. �� Accordion Shutter System aBERTHA MW! ens. No.441 L' s; c Kv RAM#1 w/OR w/o Kv wlrnoxr eiAnl= nwr 3MTESTINGSt.S a ENCIHEEawc COMPANY Atnertean Shuffer Systems ,v e• t1FSCMIM am Mu=e7: up a� e3Ss alr.31iM sl,sm.MS.1etCB:A comes.Fla7all 331 - AS,YOCfOflOn, Inc. 1 OLD 17-107 T/i/1 WItE: 7/2/2020 •o=, STATE tom,.� MOTT,:(SDS)871-IWD.Fm:(J PII-1531 4268 Westroods Drive z S_ib- �OR1T :;�`�'.� °'u_ B°�' West Palrn Beach. FL 33407 3 �- DRAtIViNG No ss/OiVAC Ibe�SFAL/SIGNATURE/GATE FFUTRI lAUr 1 4'141si 5 _ S2 64 s 1 12 OF 20 i SPECIFICATIONS ON ANCHOR RECURREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES (6FE IIOIRI1tX.7 E:4 At N ou SHEEM 9 s 7) 1.A1N 7D SUBS711QE SrWL BE AS FO1L0'iS P91FFD SDaLI AO1RD CONCRETE (A) TD E05TIN0 POURED CONCIOL,(Aft fa-3 Hsi) EOWA[L S8L MOUNTING 0G CEBSIG MDUNin ©FLOOtt moDNi1NG - 1/4y TMCCN OR TAP=WEN ADVANCED THREADFORH 7ECHNIN TOf AHCHORS,As WWDFACTURES EC LT.6 ANY,DDL a({ftGn.to�3 64 mum SPAw1 -1/4'Y x 3/4'ALL POENIS SOLID-SET ANCHORS,AS D67RBUIED BY ALL POINTS SCREW.BOLT&SPEQ1L71f C011PANY.(HBn.fo 3 Iml) (14 6t�f tfiSBr&lImS9C iB0lS ITBffi trFHC1 E PI84E 4 ) -1/V 4 BLUE TAP DONCREIg/NCHM e/OW AS MANWAUTUR D Of FLO M FASTEENERS OEM.MG,(UDr.fe o 2 so 4oTsD1i5 61 TPD teo 2D5 ao a eo is fro t2o t5D�2o5 {0 "60. oo tzo RFD ups I�ANCEo - t/4%TTIPPFJFF ANCHORS AS AIMS FACE M Or DEOLLL LNC•.Arm DLsrReuF®B+r ALL PDtVFs SGREv.BOLT&SPEcuLTY CONPA9n DR ANI 1 1z to 5 a 5S u + ss 1 e 4 72 7 1 d.k tTAPCON WIR)J TECHNOLOGY OTHER APPROVED tl�OR AIIIHORMEED 11EtM REGISTERED WMI THE At615GF1 SHUTTER�� 'INC.(�fa-3 Ids t2 ro 8, .5 1 5 8, a 14312 10 o e 6 F 6 % I{ 7 tD D�e_Le �PODS SET �. DR 1.1 12i f0 1 0. e 1.E. _6 !!s u 12 to Y _e.e'e,. t{ lz to D 6 19 I A 5 811IE TAP W/CAP At)10ID6UM FaBIDLO HF ONTO POURED CANCiETE OF TAPCON OR TAPWN YBiH AWANCID 7HRFJIDFDAY iECIOIOUSLY A1ewNR5 NID SAPPER+ i4 1z f0 T_p E'r 5 8 f 7 14 12 10 9 E" E 0 15 14 12 7D 9 e fl r1 6 1 6 -- ANgHHIS IS 1 3/4:AND FOR BLUE TAP B/CAP ANCHORS s t 11Y. t.t 12 tD 9 0 7 E5 a5 14 a 1D D 5 e 5+6. t4 u ID a j q e. e!s_ TAPPERS __ idi®]-.."BIG n:j e 1 e D 14 Yt To o e e m:F fo i2 ie a e_jj i,1"o res A2 UN M EDBEDHENT OF 1/40■3/4'ALL PDUITS SOLA-SET ANCI OS SHALL BE 7/8'DRD TFtE POURED CONCRETE ND EMBEDMFM 14 17�f�0�_9 e r g-i B 4 u:1_2�to i_m�E�1 8 '6"4.5 11ii2 io' ®�j.B!i i i jJ5 )DITO STUCCO$IDYL BE PEi80FTm.t/4'I/-20 SS.AUCB'E SCREIP USED SHALL BE t t/2'LONO ARRIFI H SHOULD STUCCO EXIST.AND ,4 iiZ T10 4 B.6 0 t 8 1{$ t1 H. t0 B t 8 I 1.16 85 14-,12 T'10 Y I 0�'0 T B:48 1'WRIMM FOR HALLS VTTH NO STUCCO, iC;lz r 10 917.31551351- 14 112 t0. D _5�,O./0 8 f4 r 12�10 9 r B j 7 35S 4 40e INRAI"50H Sdd�TT 19 5'-0- _ia,gj ja'90 ii I e,t_a i4 yT>z 10 t'o' e j d T sLi is i as B A3)OI CASE TENT PRECJItiT STONE:PRECAST'COMM PMt33 PAIEIG OR ANY VENEER BE FOUND ON THE E�FDLG UALL DR FLOOR. tiiiz f0 e 8 7 T 4 1= 14 112-td.[9 e-143 6 Sd a tz r io 6 697 s;�s's` ARGHDIS SIWL BE IDNG ETiouGx To REACH THE NAW SIRIA;IUIff BD@m SAID WALL FU89R5.ANCHORAGE SHALL BE AS QO)ICOED DA1 74+f2 ro ere(7s I4.5±=ia712'i 1D 1 0-8 1 e 8 45 14 1N i r O}0 11 5 r 8 1 d51372. NOTES At)Q A2)ABOVE FOR INSTAUAlI0N5 ON VOM SDING OR EDs YDIFI OR VITHOINT METAL STUDS OOILULT TIOS ERGQOk7t WR lot 12 12 i p 'Fe i 8 i*;p a.i 1144•P 10 B 1 B 175 i 0 1 8;t4}12}Flo! Tea i 5'as Ob�S�TtON 11ETAL SSUIIS SEE 51ffi 2D. 6'-0• { }-- I- _ (0) To EXIBIRM CONCRETE BLOCK:(AM C-BO) ia'1i{ro e 7s((5s;3 ,- f~ tz 1D 1&01 i"Safi 4 3 id i�s'T a'asisST f!a isf 12 I fe -e i®1 a+-� if t t2 i to i®!.e ieb 8�`- 14;Y2yi'10 Ttis i e'!i s i- -1/4 TAPCCN OR TAPCON VWIH ADVANCED THRFADFORY TFxNNO1DGY ANCHORS,AS MANUFACTURED BY IT.W.BURDFX. 141 12:8 16$ 55 3 I-.•• to:12,10 1 9 15 N85 4.5 35 14 112.10 1 6 1 7 t 5!:8-S -1/4'0 R 3/4'ALL PDDRS SWD-SET AHCHDRS.AS DTSTRGUND BY ALL POINTS SCREW.BOLT&SPEC"COMPANY. 1 1 ••,. 1__._.. �.�__.. .. .i -1/4-0 BLUE TAP CONSS0.7E ANCHORS Wf CAP AS NANUFACIURTD DF ROM FASTENERS DRIM.INC. 7.-0• 1G1 f2 7 IO._D ;8;B 1d 112_j iD«0 i!i 7 5 4 1�i 72 110 [I?75^b9:4.,7 -1/4.0 TAPPER+ANCHORS AS MANUFACTURED BY DINW,INC.AND DISTRIBUTED BY ALL PDOM SCIM BOLT&SPECIALTY COAHPANY OR ANY 14.12 ii 1C T 8 8.61 4 i- - 14 I it 6 i 75 i 6 ii.6 i y41 14 i1_..9_;gS_!_ ,i3.- - OiNE'R APPROVED LICENSED OR AUMOMW VENDOR REGISTERED WRH THE AMERICA N SHUTTER SVSMG ASSOCIAT N.WC. 441 i2IWT5s i 7'4 i t4112110i 917sisst 41 14112i 9.7 i75•45 i-=i- '-1!'17155145l- 11 i�z 11o18 t75 jsSi4 t- 14 i12)9j7 s_145{A:- !TOTE$ 8.-0• I4 12?iG�®�g i DS ^i--_ 1 12 i f0i._9 0.1 6.;.4, 14 t 12!to t g 85 j 5 i]5 A_ B,t){�DBA E7ffiFII!@![INTO CONCRETE BLOGt OF TAPCAN,BLUE TAP t9/CAP ANCHORS AND TAPPER+NiCF®ITS LS t 1 f4•MID TAPCINN 10 12 i85 i 7 f 55 3 1- I,- 98;@ i 6 1 65 r8S±1 7 7 1 ?9185.7 6 I S 6•3 - W3 H ADVANCED 1HREADFORM TE CKNOIDCY ANCHORS IS 1. 1C 1 12 I Bb l75,e i-1 :- 7�111 Res i 0iD5 i 5 I-'- i4.12 1 e i 6 i 115 i 4 t- - 13 8s j653 5,351-j-'- 74:t2 s to i e+BS+5:- - 14 112 j g?6.5{.5_:4 1- - 8.2)UND M EMSEDI T OF Will■31e ALL PORNRS EDLm-SEC ANCHORS SHALL BE ENTIRELY EUREDDED INTO THE CONCRETE BLOCK NO 9._O. ti'4#71!I tD t 8 ,g i- 1^ L is�Fi27i0!9 i7S;Z6 = i4 t2 I&i 7 •Si5 j a:- = pIBEDNNENT BOD STUCCO SHA L BE PERMITTED.1/4.0-20 SS,MACHIN:SCREW USED SHALL BE 1 1/Y LONG DIAIYUN SHOULD STUCCO 16`t19175;.D t4 G 11 j)i!S_i S'i35' ;-..i1...!158 rob]5 - EIBSS,AFD 1'M@IIYUY FOR 1NALi5 WIIHI NO STUCCO. 1- =.._1- _ 42 t72I B:55i4.S!- f l4's/2 96i 7 i4 .-i- 14 iI03i719516 1651- , I9. 14 j 12 1 BSJJ 55: 0' - 9 1 7 !6'45 - - 14 i 11'7 155 i 4Z,35_ - '- B.3)DI CASE THAT 1`50 LST STONE AST PREC CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE BOOING WAIL.CR FIDOR• i 14 i2 10 E 165.5'-'- 14 6 i 12 8 i 5 4 -;- ANCHORS SOUL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BOW SAID WAIL FINISHES.ANCHORAGE SNAIL BE AS INDICATED CN 10'-0'14 1105� 7' S i36 i- - - !a 111.5 10:7S:5 1 a i 3 i-;- _ NOifS E41 &B2)ABDYE•FOR INSTALLATIONS ON VINYL BOIRG OR OFS WITH OR PRADUT METAL SM CONSULT THIS ENGINEER. 1�i�ti 1 7S SSi- '14 RAI 9 i 6'S 4 L-4- 25?95!6 i 5 f i 1 4 FOR 0.Y RR[O En WIIII METAL 5[UOS SEE SHEET 20. ,DsiaeS'- - 14:12t6,6565 4; 1310 65:8.4 3 -'- 16 192'1D•-;-1-'- - I4 14U_ 7.1.6i651-.j.-. t4 105r 7 f 6S {5 il.S,,- - (C) AVCHGLS SHALL BE INSTALLED MEA FOLLOWING ALL OF THE I�COUIDILADNS AND SPECDiCATDNS OF THE ANCHORS MANUFACTURER. 99 .4;is'! 12 t B i 8_,asi o;3;- - 0 1 7-sd8�3S'-3 , (D) SE SCFDOUIE BF19W FOR EDGE OSTMICE(F.D.)VERSUS SPAL9�IC RElAnN44�FOR ANCHORS t41017 i-:-7-T-r- I41t10317165i4$i-�-i- IIS 55T6514S 13.75:-'-.'- I io_iz-110 i- t-`-`-±. is ftiz�7e yes1557-i_-i is? D1B9 s j 0. _3-'_ p�S�ahC]t M1 U WAS Scffo LE-ERR ANLTIag,4; 12•-0• 1t'T g i55;4 3S i-i-i- 8 MASI HUM ARCKOR SPACTR S ARE VAUD FOR EDGE DSWCES IDEAIED BOW FOR E D.LESS TIM THE¢NOTATED.REDUCE ANCHOR SPACING 1 L. - i-,- 13 ty5 i6.S1 5.}4 ---- :(L`+I 5!5"4 i- - - By MULDP1xw SFACIC SHC ON SCHEDULE BY THE FDLLOWIT FACTORS. 9 194 -?-'.-_•-t-:- 14!' t 7;55;4s 1'•I-!- 1/ 85 j55 j 4S Las j-:-:- REDUCED SPACING OffiA1A'®USOD FACTOR SHALL NOT BE LESS 7HM IDA®S1L7 SPACNG RPDICATEO FOR F/10H ANCHOR TYPE 41.5175 e 7L?_ ; I0.5}t g i !-'-•- .- - 1D i7S 5 4!3 f = aSj"as T a 1 5 r '- -'_ ACTUAL i TAPCON ED iA L POW SOUD•5E7 OWE TAP lO/CdP1 TAPPER t e 1451 4 I- 951.7 i 5!4, '-,-i- DIL EDGE TAl+CON 11HREADFORM TECHRO OL•'Y i ._.. f"� 1�1.SPAflNG ....._I OS17s.j_s;4 - !1?HV BLADE OR �BAj.SFA�FD 3' MIN.SPA CORC 5' /�1 SPACED -s i%2=;AON,sPAS1Nc=3• 3 Ve 1 4 as"iz; iSna7T71ss}-'- =i= t?ieslF+s:asi- -i r , - 14'-0' - DF'7'4.9 S9'- - - 7'- -•-`- ,1/HV BLADE W/ =URIm cOAL71ETE 4,wIfID LaaZETEi tQaLTE BiOCL Te y*PoIABD`R�RwEIE Be pp�meaIIlE(m'7QEiE m00L ._. - - :11 ,HV WIND®W OOLflCRERE i eCICAEIE It'" j eoNCREIE eLncxLOU Fa.3f LmN.Fa.•21/Y 11 i 8 155 i 4$1-f-r-1- B 6A 14:s I- -;- IOL FA•3 1/'1' 1llL ED.=2>/21 YL Fae31l:- L@L FED.n3' �'; BLADE WORKING s" 10 0.90 ; 1.0 _ M78 , to o.BSE ; t.0 15'-0'14?-i- - - -_- ioc3'- -• 1- - :a6�5i3 :- 1_ _ 27%2' - 097 i 1.0 _._.. - ; - D.67 1.0 k!5/f 91 i 1 -? i rs7 s 1 a'j- IN UPi1S0!$ 6 2= _ ! oai 1 - } top-�-i- - -1- icsieieiast"s;"si- - - - - T ; t _ ;. 7 -1- -r- �-,-!- :tsit.5ls51- i-i- -I- .9 6.3:4s:-�- - _ cal _ _ p� .. 16'-0•"_ts1-I- -`-II- =;- "SiP3T 6 I_ _t-I-1' 12 2• Pas 7 - - - - Oas i -0 . - - RUM DING CODE(Non Nigh elociiy Hurricane Zone', ��tlllI'll�tt`loll 02020 TaTECO.I;a ®Z020 EASTERN PETAL SUPPLY,INC. 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STIMS j t ' ; SY A ETItYCAL ; '_ SYtultulETRlfCl1 :et¢a.•s�AtrdTmrs W'/G/(2"ROAM M 7ExR s°�cr S 09 s l CENTERMAi'ES.W1 j t, '.^CENTERMNATES V i To MASS u aex& r l? :EXTERIO�_ACCESS 51�E i �; ;�"_INiFRi�(i ACCESS SIB:,.' t `(seE scxmu>f7._m�. 4 IN 3^s(b-N<n) 1N �- ..� I a)342 ,w4m21, 3! C Uxmi`D AT i R J I VIEW � / (1104 'G t/z(ryp) -- i- _ y-• _ 4 i «- a t/2.wx sutpc , SIDE COMMON TO TRACK (�6°L) BLADE SLACK DgrAL RMB11LDll>'GC cn High Velocity Hurricane Mute: `�`�l1 L�11• i�� 1121M Trim eve ®202n LEE MEM SttPW,t.UM ®e��. ®�Q Accordion:�1att a System 93 No.44 6 B /CR V/o av va►wm g at - TLL11T TOM t LTidG&TMUM COMM Amadmn ShNihr Spbmaamll arAtx� ,�.atss,u acm 9.stGaswom.rauaa>sFSttrW aAasoe(sttlm, Ina t OLD 17-TmE 7 s0m 42138 Wetttreatls hiveWest Palm Beoeh FL 33407 • at)��um 0iis� 2O