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HomeMy WebLinkAboutProduct Approval BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links Search b d �t " ?USER uProdcbtic User Approval Product Anoroval Menu>Product or Application Search>Application List>Application Detail RECEIVED FL# FL11968-R4 OCT 3 Qy 1QZ0 2-0 LD `(} Application Type Revision RE V'E Code Version 2017 i a nt Application Status Approved �®� �® SLic le C COMPLIANCE PLIAN E Comments STe LUCIE COUNTY Archived ®® c Product Manufacturer Eastern Metal Supply Address/Phone/Email 4268 Westroads Drive C5 � Us West Palm Beach,FL 33407 (800)432-2204 'Pile Coo Irodriguez@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Storm Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer -1 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Waiter A.Tillit,Jr. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Henry Kampmann Jr. ,:, Validation Checklist-Hardcopy Received Certificate of Independence FL11968 R4 COI EASTERN METAL SUPPLY.INC. DRAWING 17-098 CERTIFICATION OF INDEPENDENCE.PDF FL11968 R4 COI EASTERN METAL SUPPLY,INC. DRAWING 17- 095 CERTICATION OF INOEPENDENCE.PDF FL11968 R4 COI EASTERN METAL SUPPLY,INC. DRAWING 17-096 CERTIFICATION OF INDEPENDENCE.PDF FL11968 R4 COI EASTERN METAL SUPPLY2c INC. DRAWING 17- 094 CERTIFICATION OF INDEPENDENCE.Ddf Referenced Standard and Year(of Standard) Standard Year ASTM E330 2002 SSTD12-99 1999 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL11968 R4 Eouiv EASTERN METAL SUPPLY.INC. DRAWING 17- 095 LETTER EQUIVALENCE BETWEEN SSfD 12-99 AND ASTM E- FLI 1969 R4 Eooly EASTERN METAL SUPPLY INC DRAWING 17 098 1-ETTER OF EOUIyal-ENCE SSTD 1 90 AND ASTM E 19n PDE FL11968 R4 Enttiv EASTERN METAL-SUPP1.Y.INC DRAWING_l7> 096 LETTER FOLIIVALFNCE BETWFFN SSTD 12.49 AND ASTM E-1996.PDF FL11968 R4 Enuiv EASTERN METAL SUPPlY2r INC DRA INS--U92- LETTER EQUIVALENT BETWEEN SSTD 12.99 AND AS �F_j69(u= Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/20/2017 Date Validated 10/28/2017 Date Pending FBC Approval 10/29/2017 Date Approved 12/12/2017 Summary of Products FL# Mode),Number or Name Description 11968.1 0.040"Bertha Aluminum Storm Corrugated aluminum storm panels retained or not by tracks Panel(2.25"Deep)-Non-HVHZ- to provide hurricane protection. Drawing Number 17-094 Limits of Use Installation Instructions Approved for use In HVHZ:No EL11968 R4 11 E STL-RN METAL SUPPLY2c INC. DRAWING Approved for use outside HVHZ:Yes }7- 40 BERTtiA,M I MlNUldi'[Q------ -- Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party:Yes Other:Large Missile.Max.span is 12'-0"for+25,-25 p.s.f. Evaluation Reports and 4'-0"for+125,-130 p.s.f,for sections 1,3,4,6,7,8, 1 tofi8 R4 aP ASTERN METAL S iPpiY2c 11vC. 12RA1JIN(; BA,9 and 21.See sheet 30 of installation drawing for other 17-L4-4 PA CT EVAL11ATION RERQRT.W spans and pressures,Valid only for Wind zones 1,2&3 as Created by Independent Third Party:Yes defined by ASTM E-1996. 11968.2 0.05W Bertha Aluminum Storm Corrugated aluminum storm panels retained or not by tracks Panel(2.25"Deep)-Non-HVHZ- to provide hurricane protection. Drawing Number 17-096 Limits of Use Installation Instructions Approved for use in HVHZ:No ��196$ Rf 1 EJt-STD RN M)ATAL�1SPPLY. INC. RA �� ', Approved for use outside HVHZ:Yes 17.096 0.050 BERTHA ALUMINUM STORN PANEL.I7DF Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party:Yes Other:Large Missile.Max,span Is 12'-11"for+30,-30 p.s.f. Evaluation Reports and 8'-2"for+75, -80 p.s.f.for mountings without"h" FI 11068 R4 A FASTED{+1FTAL SUPPLY.INC. DRAWING header.See sheet 5 of installation drawing for other spans 17 t 6 PROQUCi F E1dALUA7tQN REn{1R .POE and pressures.Valid only for wind zones 1,2&3 as defined by Created by Independent Third Party;Yes 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 17-695 Limits of Use Installation Instructions Approved for use in HVHZ:No EL.13468 R4 11 EASTERN METAL SUPPLY INC DRAWiNh Approved for use outside HVHZ:Yes 17-095 24 GAGE QAGE GALVANIZE B-RIHA STEEL STQF Impact Resistant:Yes PANEL.PDF Design Pressure:N/A Verified By:American Test Lab of South Florida Inc. Other,Large Missile.Max.span Is 9'-8"for+30,-40 p.s.f. Created by Independent Third Party:Yes and T-2"foe+70,-80 p,s.f,for panels mounted without"H" Evaluation Reports header.See sheet 4 of Installation drawing for other spans F 1�1968 R4 AE EAST RN METAL SUPPLY. INC. DRAWING and pressures.Valid only for wind zones 1,2&3 as defined by 17-095 PRODUCT EVALUAn RPPORT.PDE ASTM E-1996, Created by independent Third Party:Yes 11968,4 Clear Bertha Storm Panels(2 1J4")- corrugated polycarbonate storm panels retained or not by Drawing Number 17.098 tracks to provide hurricane protection. Limits of Use Installation Instructions Approved for use In HVHZ:No FL 71968 R4 Ii EASTERN METAL SUPPLY.INC, DRAWING Approved for use outside HVHZ:Yes 17-098 CLEAR.BERTHA STORM PANEL 2.25.PDF Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party:Yes Other:Large Missile.Max/span is 10'-0"for+28,-28 p.s.f. Evaluation Reports A.S.D.and 4'-0"for+105,-i10 p.s.f.A.S,D desgin load.See Ftt 968 R4 AE EAST RN M TAI_tiIIPPLY. INC. 110AI-1J1NG sheet 3 of installation drawings for other spans and pressures. 17-098 PRODUCT D_E.EVALU TiON R-PORT P)f Valid only for wind zones 1,2&3 as defined by ASTM E-1996. Created by Independent Third Party:Yes e Hach Mnxt �glfrs;;TtSnt ffink grnne RCad.7atlahacseo fl_72399 Phonn'R5o•d87.18)b The State of Florida Is an AA/CM employer.Cnnvrtoht 20Q7-7n13 4rnth of djll';;edyas gtnn+.maQ .'z Asr_g«thml Statement >f/U:: nd Statem= Under Florida taw,email addresse$are public records.11 you do not want your e-mail address released In response to a public-records request,do not sand electronic mail to this entity.Instead,contact the.oftice by phone or by traditional mail.If you have any questions,please contact050.407,1395.*Pursuant to Section 455.275(1), Florida Statutes,effective October 1,20121 licensees licensed underCbapter 455,F.S.must provide the Department with an email address it they have one.The emaos provided may be used for official communication with the ilca=a.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 area licensee under Chapter 455,F.S.,pease click ham. Product Approval Acceptsi � ,99 EE Credit Card .Safe GENERAL NdTES I. STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR COMPLANCE IN ACCORDANCE NOTES., WITH THE 2017(61h EDITION) OF THE FLORIDA BUILDING CODE THIS STORM PANEL SHALL =BE INSTALLED AT'MGH VF.LOC/1Y 8.1)M/N/AIUM EMBEDMENT OF TAPCON, ELCO PANELAL47E;AND CF TAP-GRIP ANCHORS INTO CONCRETE BLOCK HURRICANE ZONES(IdSH4L DAD£/BROWNED COUNRES). UNIT SHALL BE i 1/4} 1 3/8"FOR ZW4C NA/UN ANCHORS AND 1 1/8'FOR RED READ DYNABOLT SLEEVE ANCHORS FOR WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE 8.2) 7/8"CALK-IN ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK UNIT.NO EMBEDMENT INTO STUCCO FOR A WIND SPEED AS REOUIR£D BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND SHALL BE PERMITTED. f/4 0-20 SCREWS USED SHALL BE 1 1/2"LONG M/MULM SHOULD STUCCO EXIST,AND 1' FORA DIRECTIONALITY FACTOR Kd=0.8S.USING ASCE 7-1Q FOR INSTALLATIONS UNDER Z017 FBC AND SIMC MINMfUM FOR WALLS WITH NO STUCCO, NOT EXCEED THE MAXIMUM(A-SO.)DESIGN PRESSURE RATINGS INO/CAT,,ON SHEETS 5 THRU 9. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 5.3)MINIMUM EMBEDMENT OF 1/40 x 3/4"ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8"INTO THE CONCRETE BLOCK.NO SHALL Be FIRST REDUCED TO AS.O. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4-0-20 SS MACHINE SCREW USED SMALL BE 1 1/2"LONG TO COMPARE THESE W/MAX. (ASD)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 5 RIRU 9. MINIMUM SHOULD STUCCO EXIST;AND 1'MINIMUM FOR YIALLS WITH NO STUCCO. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.AS TESTED WERE NOT OVER STRESSED,A J39 INCREASE 8.4)IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL,ANCHORS SHALL BE IN ALLOWABLE STRESS FOR WIND LOADS WAS Mr USED IN THEIR ANALYSIS A OURATION FACTOR CO=1,60 VAS USED FOR GONG ENOUGH TO REACH THE AWN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE SHALL BE AS 1NOfC:A7ED ON NO TES 1N VERIF/CARON OF FASTENERS IN WOOD. B,T)AND B.2)ABOVE. STORM PANELS ADEQUACY FOR"'PACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.t.2 OF THE ABOVE MENTIONED CODE AS PER ATZ REPORTS Iq Of21.01-98R,f 0329,Ot-G0,#052aal 00 AND J#0512.01-03 FIND CC)RA!ENORS SMALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFtCAT10NS OF TFf£ANCHORS f0617.02-04,AS PER IMPACT TESRNG EQUPfALENT TO ASTM E-1996 STANDARp&AST"E 330-02 STANDARD, LIMITED F4 NUFAGTUR£R, INSTALLATIONS WITADN NAND ZONES f,2& 3 AS DEFINED BY ASIU E-1996 STANDARD,-AND LT0221.01-01 PER TAS 20t,202&29J: 2.ALL ALUMINUM SHEET METAL PANELS SHALL HAVE 5052-H32 OR 3004-H34 ALLOY. 7, PANELS MAY ALSO BE/NSTAIED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTIONS f RIRU 8(SHEET J&'4 OF 9)EXCEPT THAT'HEADERS J, 4&5 SHALL NOT BE USED. J.ALL ALUMINUM EXTRUSIONS BE ALUMINUM ASSO AROtt 606E-T6 ALLOY& TEMPER UNLESS OTHERWISE NOTED, 6- IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS To BE STORM PANEL COMPONENTS 14 STUDDED PLATE AND Qfi SNAP CAP ARE PATENT PENDING_ ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE,BLOCK"OR WOOD FRAMlE 4.ALL SCRE'V5 TO BE STAINLESS STEEL 304 OR JIG ANSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN BUQDINGS 50016 W/50 k.;YIELD STRENGTH AND 90 ksi TENSILE STRENGTH&SHALL.COMPLY W/FLORIDA BUILDING CODE SECTION 9, THE INSTALLATION CONTRACTOR IS TO SEAC/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE 241 T:J,3,4, BU•"wwo TQ PREVENT{fINO/RAIN INTRUSION. CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL LENGTH. 5. BOLTS TO BE ASTM A-JO7 GALVANIZED STEEL OR AISI 304 SERIES STAINLESS STEEL, VI/TN JS ke tflN/NUM YIELD STRENGTH 10, (a) THIS P.E.O. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A 577E SPECIFIC PROJECT-I.e. 6,ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) WHERE THE SITE CONDITIONS DEX47E FROM THE P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,(A) TO EXISTING POURED CONCRETE: BASED ON THIS P.ED. PROYMED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT: 0 TAPGON ANCHORS AS MANUFACTURED BY LLW BU/LDEY- CONSTRUCTION SAFETY AT SITE IS THE CONTRACTORS RESPONSIBILITY, 1/4'0 CF TAP-GRIP ANCHORS(BERTHA STUD-CON),AS MANUFACTURED BY TRU-FAST CORPORATION. (C) THIS P.E,D, WILL BE CONSIDERED INVALID IF At BY ANY MEANS 1/4'0 ZAMAC NAIL/N ANCHORS AS MANUFACTURED BY POWER FASTENERS INC. 1/4'0 x 7/8"CRLK-M ANCHORS OR ELCO mole&femole PANECMATE'AS MANUFACTURED W S17F SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH YIRL BECOME THE BY POWER FASTENERS,INCAND ELCO CONSTRUCTION PRODUCES;RESPECTIVELY. 1/4`0 s 3/4'ALL POINTSY ENC/NEER OF RECORD(ED R,)FOR THE PROJECT AND WHO PALL BE RESPONSIBLE FOR THE PROPER USE OF THE P.ED. SPUD-SET ANCHORS AS DISTRIBUTED BY ALL POURS SCREW BOLT&SPECIALTY COAfPANY, ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E_O. ENGINEER. SHALL SUBMIT TO THIS FATTER THE SITE Norm, SPECIFIC DRAWINGS FOR REVIEW. AL 1)1/1N/UMV EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS IS 1 314'. FOR ZAAfAC NA/L/N ANCHORS IS 1 J/8 (e) THIS P.C.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSDAI4L ENGINEER OF RECORD THAT FOR ELCO PANE.7IAATE ANCHORS IS T J/4"AND FOR CF TAP-GRIP ANCHORS IS 1 1/4" PREPARED R. A.2) 7/B'CALK-AN ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE NO EMBEDMENT INTO STUCCO 1I• SHUTTER MANUFACTURERS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL,IN ACCORDANCE WITH SHALL BE PEF.MTTTED. 1/40-10 SCREWS USED SHALL BE 1 1/2'LONG M/NPAtIlf SHOULD STUCCO EXIST,AND t' SECTION 1709.9.3 OF FLORIDA BU/LO/NG CODE, ONE LABEL SHALL BE PLACED FOR EVERY OPENING MItlOJUM FOR WALLS WITH NO STUCCO_ LABELING TO COMPLY VAR{SECTION 1709.9.2 OF THE'nORIDA BUILDING-CODE A3)MINIMUM EMBEDMENT OF 1/40 x 3/4'ALL POINTS SOUR-SET ANCHORS SEIALL BE 7/8'INTO THE POURED CONCRETE. TUCCO SHALL BE PERMITTED. 1/4'0-20 SS tIACHINE SCREW USED SHALL BE 1 1/2"L NO EMBEDMENT INTO S ONG A!/ fMB SHOULD STUCCO EXIST,AND f"MINIMUM FOR VIALIS WITH NO STUCCO. A4)IN CASE THAT PRE'C4ST STONE,PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL FL OOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE A(AIN STRUCTURE BEHIND SUCH PANELS,ANCHORAGE SHALL BE AS yj1 fya4sapy�y 11✓OICATEO Ott N07ES A.1)&A2)ABOVE. yl a,'y1P���A•7IL�ra_ THIS DRAWING SHALL ONLY BE USED TO. (B) TO E(r57NG CONCRETE BLOCK WALL f�C p J = OBTAIN PERMITS IN TH£.STATE OF FLORIDA - 1/4"0 TAPCOt✓ANCHORS AS MANUFACTURED BY 1,TW. BUILDFY. ,`,��••:''JCENSF •• a - 1/4'0 CF TAP-GRIP ANCHORS(BERTHA STUD-CON),AS MANUFACTURED BY TRU-FAST CORPORATION. - 1/4'0 ZAMAC NA/UN ANCHORS AS MANUFACTURED BY POWER FASTENERS, INC. No.�16/ •? - 1/4'o x 7/8'CALK-IN ANCHORS OR ELCO mole&female PANELVATE'AS MANUFACTURED BY POWER FASTENERS,ING AND ELCO CONSTRUCTION PRODUCTS,RE5PECRVELY. -, 3/4-ALL POINTS SOLID-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY COMPANY. ' {�(��� FLORIDA BUTLDlNG CODE 1/4'a RED HEAD OYA/ABOLT SLEEVE ANCHORS AS MANUFACTURED BY LT:W. BUILDEX. �� Q_%•• 1R (Non High Velocity Hurricane Zone) C2017 77LTECO,wc. 0.050"BERNA ALUMINUM STORM PANEL Lc %ry IV}�t ,P"y (2.25"DEEP) D&W Er rlaffly EASTERN METAL SUPPLY, INC °'47D QATE 12F'e HEST ROADS ORNE TIUIT TEST/NG S ENGINEERING COMPANY IYLST PAtM BFACt;FL SN07 assa Hrr,saw s.,s.,xs,vacr�uFaN,n.vlaa P/fO.YE:(560209-B263,FAX:(56I)641-1716 17-096 Marne:n0a19Tt-ty0,fLr:(]Oaf.'11i-I!Jt F9-0006719 ^�' " ms DR1WU/G N. WAITER A R(LR Jr.P.F. cro ts-ue /m/t FLOE/DA Lie. 4416E SHEET I Or 14 74.845'(TOTAL WIDTH) &843-(IDTetL.YJ07N f2000-(Et1wn�r W7DTN) 7.360• 3 Hoc 2.56a• 2360' r300• r, 8C00'(EFFEOliyf WIOr&)---1 - Rr-- 4300' 4300' I 1 0' t.JaO" 'I ! Asecwr.�4r(rrR) 4saa• � ( I rz As.weuugc DYvJ t u' R izs' D,075' R.750- - hss- r2s• -rr R.123- 0R723 -�2r25'� F-2.t13•-r a _ o Nh ONCC R. PANEL IA II-2s401--I F---2.W• R OS "U" HEADER I5.119•(TOTAL WmTN) 9.I f9'(7o7AL WON) " 7' ..000'(EFFECTIVE Wmnq �3, "h' HEADER Q ' max. U"@UILD —saoo•(ETTEcrlvf W70R{) r.500' .J80" 4.SOD' 4300' 1,500 4300' T.SOO' 2r .Iea' C A6 t�l LTJP) I � 1 I tT AS A^FUGIiE ITYTI i h lllt—� f-7.rT3'-F—L69f-�2.113' 1a -{ I-2.t1s'� •150' I- h �-� Q ^L R063' � t.B50' FULL ALUMINUM PANEL W/O HEMMED EDGEc lq 1iALF A -200 LUMINUM PANEL W/D HEMMED nrFc a9J _ 09O ® REVERSED F"ANGLE J54• TRACK 6G•S:3/6 1- ®STORM PANEL Jo¢a u 3 4-B. O. J7i ff 3"ANGLE BUILD T .lee• o6J F" TRACK ll t r�¢94- BRACKET JG t:J :�.TRACK .463I J99•� ri•.�,x JNa E'9a6 aFOo Etl�o<, AcrcR,wra Jrrzsl /-mVrrmmra o —� go '.� ' r ?`,0 -�r:rz3' LM=Ahm — .o9s' Y � I r _. 1 LEG LaarON m f r'' ,� �j ^i i 4p r23• zoa0- !Oeo. t ra; ) _-11 !F 2S 16,3• = Q9 "F" TRACK ANGLE -____- -- -- I I - "s° ------ .875' L -1 Scut:J/e•_r- (u�) r y F-.09J- gY v4•0 504 SER/ES f7 2�s(MAX.1x1/8" DETAIL 1: srw Wl cc casrzwc w� eoc:orp O " s S.snm R,�=TO "d e00E aF0 f f 2 x 5" (Mex.) x .125"ANGLE AN S. a SPAO NGS ANC-LE W1TH ST/n =KEL PLATED Y+wG Nur scut:J/e--r SNOWS Oil scc7T0.,15. SWlC"Al-I• DPT10N 093- 9 K_EY HO F AT PAN t. !-lr—elf—1 1-77­ 1,1128% t!4'P J¢a I-ear7• I 730 hf 'QSERf[SI 1( gUD R _..To PLATE00= .. —rRC I SEE 08J(J) "T.VL rAT -__1— zr� r a'r fo STUDDED ANGLE I .7C628' f /E r.LL;^(ATeD £6 : '1/!f!"'JJ 1J75• KEY HOLE WASHER 12A ROUNp HOLE AT PAAIE/�^ ./ JT4E:J OPTION TO 12) FOR .Am fOrr' ; ,1 4\ • �'• C S RSV TAv�°!`Ms I Q STUDDED PLdT�F,,���Q: �`GENS(���ti.� + _y 6cs w Afcar V C ee�r-rs - N701- I Y' . sca. p{ 67 FLORIDA BUILDING CODE Non High Velocit Hurricane Zone) r 12- r 02017 7R7ECo.INc, 0.050-BERTHA ALUMINUM STORM PANEL L R ra ? QF 'C• (2.25"DEEP) Drurwv er yeti UR►� �� +` EASTERN METAL SUPPLY INC 07'1T6117 f6 3_/ffi x7 x14" LONG WAL/ ptdTF - S ........ '- t� IL EC O INC. Q BGtE J/I9•-r• "✓+��(VI'iM1. ;i(IJ!` TILL?TESTING d'ENG7NEfRING COMPANY 426e M a ROADS 131 alas Nr.J6ve sr_s7.Jat r•O.TA NE37 PALM 6EICH,R JJ407 /JJ/J(!F1' br_tom,ice:(Jcwc�X,�,rnEe Pr1ONFF(561)209-82EJ,FAY(367)64I-7776 17-096 fB-0006719 WAL r C.2 C�-irav DR4WlNC No TER A.tAL?Jr:P.f. an rs". /ryr FLDRrDA Lic. 44T6T SHEET fA OF 14 FOP TRACK (SEE COMPONENTS, SHEET 1A OF 9) ax. CONCRETE ANCHORS (SEE SCHEDULE) O Q a O a , W y 1 � I I ! LQ I w 4t I 111 11 I1 T11 I ° %itd'��A•T(C�T� El tt vx ' —CONCRETE ANCHORS (SEE SCHEDULE) 3<• S 1 Min. I 'Max. ' =��•'•• L BOTTOM TRACK STORM PANEL TYPICAL ELEVATION (SEE COMPONENTS, SHEET lA) SCALE: 1/8'= 1" 1/4"Moz. GAP �'l 1/4"Max. GAP T)P —� FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 02077 T¢TECa mrc 0.050"BERTHA ALUMINUM STORM PANEL La. (2.25-DEEP) DRAWN SX; SECTION A—A LE C O m EASTERN METAL SUPPLY, INC 07/2 " �. I76B ,RGA05 ORIVE SCALE. f/8"= I" aus Hr eaeA n.oxG'cTc uR'cwxna nPiiae PHONE(56 k'09-62S F,i.1FL L-(SB7J84I-17I6 17-096 (Amtram.Tu:(m f-Isn E6-000671 ORAIWNG No ITALTER A 71(C17✓.P.E an a-w� ,_ FLORfbI(ia I41ffT /�LI SHEET 2 OF II RPM,,,ZU/AC tLllUtt REJ h£AD TAPCONS.TAMAC NNUN.xED NERD aywotT•r TAP-GRIP,GJC-BJ OR 10 GPnf, ° °OSr O%tIP-CRV,GiSK-pv QR TMCONS 7/MtC N4'td'L FfO efFAO ELCh MACE FEUAIc PANEU.UJE \ TAFCQNS,ALL POW 50161-SCT. y FtC° OYh'PEOLT,CF TAP-QFi?gO(_IN OR o AIN.'t10R5 e ZIWC NAR1N,FED NFAD OYN1BOti f M'CRC PCW CO PALE/FEMALE PANLUTAIE „ (SEE SCHEO/pr FOR SPAMC) Or TAP-GRIP,CA!K-IN OR \ \ Z IICO I AL£/FFNNE vAxSLNATE \ (Sir Sw<o42£t'OR SPACING) 4 Cont. ANCHORS(SEE SCIfMZr aSCt@ODLE'FOR SPACING) POURED i] ---t POURER / v CO/fCR£fE ,i I i CONCRC7E I POURED I \PORD REQUIRED REOU/RED- REQUIRED REOULREL7 3 Cont: r MININUN SEPAPAVOUGLGS TOt'MINIMUM J'MIwu,,f I PARATION TO I I 1•N/NLI✓UN V = SEPARATLON TO �Wu GLASS SEPARATION TO I y GLASS I GL40 �. 1 I f 1 V� 4Wr BOLTS r wbv 3/J,2 WLYG NUT®!O.C— 1 R 1/LT n-2o x J 9 W 7 1 7/8•x J/J2•YANG NUT I I 1 a S4 BOLTS N%T/8� 1 K 12'2.� I � 072'O.G g 11POUE RED 7777777�777 OR CONCRETE f CONCRETERIll W `REQUI If/�SCL • i � OR CONCRETE' I POURER -- PPOOhRED � 147REOU/ftED 1f : I BLOCK WALL ' —.�� _ L ,L.CONCR[rF' ,+ -f I 11 REQUIRED - T _ � OR CONCRETE - OP,CONCRE7l= 7 '�L`.f GOnG BLOCK WALL r BLOCK{YALt. -'-r M 6 ConL I I REQUIRED1�4 _TMCCV S,ALL PANT SC(/D-SEi, I f rAPcoOL uWc NAuv,Raz NEAnJ REQUIRED r e 7'lA,h. ' ZAWC wVLxA RFD TAD J1TtaSOLr, / OYN4WLT,CF rAP-GRL?G[X-LV•OR f LWCONS ZAWC 130UK Rf0 EAQ-/ `+ I + I J'r g NUT p 1220 .0. C. 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I'11.000 QONt71ElE_•l F CALK-IN.A/1 POINTS SOUQ-SEf OR--�� / / �-s ,d REOG46ED —'� POURED 't'Y. 1' ECCO T- Tanwo-,IAAGC a Wv FED AEAtT I/4 o ZO S.5;1LACER i I UEOM.RFD / MALE/fEA14LE PANEU/A7E ANCHORS OCALK-Of OR OTZY),CT LU+._rdua Boer W/f/({7'd•{YSHER TAPCONS.C'4K- OR ELCO MULE//x (�I (SEF SCHEDULE FOR SPAq,YC) MALE/F-d[4L£ / R t2.O..C. rDWE PRZU/ATEMVIORS i-- -E D. f" TePCGNS -N OR a0O 6ULE/q`�..._ f /PANF1lGlTE ANCfC1c'S, T'EM•1LE PANe2WTE ANGMfQFS E.D,--- (SEE SCHEDULE FOR SFAClNO) i 1 ConL (SEE SGMEQUCE TOR SPACRIG) (SEE SOHEVU'LE MR SRACClG) BUILD OUT INSTALLATION CEILING & FLOOR MOUNTING CEILING & FLOOR MOUNTING WALL MOUNTING INSTALLATION (D. M.) - SECTION 5 SALE J/B-- 7- INSTALLATION - SECTION 6 INSTALLATION - SECTION 7 - SECTION 8 SCALE:J/d•= t• SCALF SCALE: T a' t• Tr :J/U��{EY%itiil��� / F•/AN/MLlfd _ $ �� ......... /•- v A •SCREY/S L/SED ATMICNORS MAY BE 1 4 0 20 SIDE —SEPARATION TO •f• e• �� WALK BOLT W/®OR 1/40-?0 TRUSS REdO BOLT GLASS ; • J 1+7LtiR]•• ` W/@&®- P 4 C U7 • •SIDE WALK BOLTS ARE J/40rJ/327HMK �♦ HEAD MACHINE SCREW W/LENGTH AS PER NOTES A2 t/a•0 10 x J!�` E D. EDGE DISTANCE ; •�( p* &8.2(SHEET f). B CanC. € BOLTS W/7/a �SEE'SCHEDULE ON J/32'W�VC NUT p HEE7 6&T) / l3TATE�'' : ; iRU55 HEAD BOLTS ARE T/2'Orl/8'THICK HEAD C. MACHINE SCREW W/LENGTH AS PER NOTES A2&'f 'o,�. • oR►0 ea(SHEET r) 1.000:( €1 1,000'; NOTE FOR COMBINARON OF SECTIONS TAPLO:L9,C1T[C-gt QR QCO W(E/�>`/ ,/, WALL/FLOOR/CE(L/NG MOUNTING SECTIONS CAN BE FEALL'E PANE AA'GYORS - E 4 �, COMBINED IN ANY WAY To sufT ANY fNsratunoN. FLORIDA BUILDING CODE (Non Hfgh Vefocily Hurricane Zone) (SEE'sceenutE FOR sPAPOURED aae) C2017 TO.TEeo.NC 0.050"BERTHA ALUMINUM STORM PANEL RZOLaREDLC.NCRETE (2.25"DEEP) DRAWN e FLOOR MOUNTING INSTALLATION EASTERN METAL SUPPLY, INC 07/26/17 IL EC0INC. ATE - SECTION 5A SCALE:J/a =7 4zM star ROADS DAME 7/LUT TEST/NC&ENGINEERING CONPANY 75,602 7;ST PALM LtOCCH.R.33407 6]!S NK JstA Si,Sl•.xx ntc.,rA OtSUD,T a! , PHONE(5 6 02 09-826J,rAK:(561)84T-1716 f 7-096 Pnw„:(watan-u.n.Tat:(ta>)9>r-rS71 £B-0006719 or:ca'rnux urz ®ncw DlZVNNC No WALTER A TILLIT'JE.P.E. rsvI m to-ou r6/1 FLOR/a4 Lie. 44167 , SHEET 4 OF T4 POURED CONCRETE NOR tl II CONCRETE BLOCK WALL \ I II POURED CONCRETE OR VARIES J'I REQUIRED ` , Mor. CONCRETE BLOCK WALL \\\ O 7 REQUIRED jl POURED CONCRETE ��. POURED it II OR CONCRETE BLOCK 606J T6 A�DY' 105 rtf4A0RGLE--^,'�` .CQNCft£TE pR ` \\\ CONCRETE BLOCK I! I �REQUIRED WI7H ANCHORS @ 12'0.C. WALL REQUIRED CONCRETE 2500'Min. \ \ zsoo 8 r7" / CONCAEFE { \ \\ \ II 0 2�o c I r M;n. J�A _ o ANCHORS T-� li \` \,\\ V ,• ) 1/4•GAP f A 12-O. C. VARIES J' \� o L­1REQUIRED ALWAYS It--1.5 IOR 1 LF�ORO 1.000"1 \J \2-r 4-r.125' 2 � II OR©OR®QR® 2'r 2'x 055' ALIERNA�ELEG3105-H14 QR SO63-78 AT10Y TO 2"+5'r.055' Cant Alum.ANGLE / I `\\ OR I r/11 Cont Atum.ANGL£OR l ?I \� OR-OBO'J10-H154 SHEET UETAL Alvm. 1/4'P BCLT 4"r 4'r.072" BENT PLATE O 24"O.G 3 1 05-H74 OR 6063-T6 ALLOY CASE A Plan W/.64CKNUr Coot Al—,ANGLE t SCALE 1/4" 1" CASE B (Plan) CASE C Plan SCALE; 1/4- t" SCALE: 114( r' CASE D (Plan) END CLOSURES DETAILS SCALE.. 114" MAX/MUM A.S.D. DESIGN PRESSURE RATING (2 s f,� AND CORRESPONDING MAXIMUM PANEL LENGTH "L" POURED CONCRETE ©coNr. OR CONCRETE SCHEDULE FOR A GIVEN PANEL SYSTEM BLOCK{YACL (OPEN POSWON+J rsaiz REQUIRED - �1 POURED LQt:CRET- (RE00) TAPCON ANCHORS OR OR C01'fCREtE BLQCK� ALL POINT SOL/0-SEF d WALL REQUIRED M&DESIGN ES Mor-PANEL LENGTH (SEE SCNEDW-E FOR SPACING) PrrE55DTJ�RE RA77NNC L tty- I +MIE.,SNAP CAP 7 -*'•� I RaWN CLOSED AT NUN (P- 4) ',r' HURRICANE CO.VO/DONS, M'I' RNG W/R MOUM/NC W/ IYALL l,OU-G W/ CONT. �` I /fW N h'HEADER��.1 ?r'HEADER COLIPONENT U&f�$ +30.0, -30-0 72'- 72' 12`-rT' -i T" m I 1'MWUUA/ < +30.0, -35.0 I2'-1l' 12'-1T" r2'-1i" � �UM I .. I rn GLASS I I)aTEQNT. I �� +35.0• -40.0 12=0" 12`-0'" 12'-O' JO G/A5S u - I \`�JJ1 1 I b 7/B'r J/32' +40.0. -45.0 r r•-2" r r'-2" 1 r•-z" l4 I W j///r EA.s UDD° l'J CONT. 4 POURED +45.0, -50.0 10•-7" 10•-4" 10'-7" E t CONCRETE OR_ ,// r CONCRETE ., r CASE E (Plan) BLOCK WALL �� 0 0" 9=4" 10-0" 1 REQUIRED /' SCALE, f 4'- T' GONL +55.0, =60.0 g_, B_B 9•_7• OR CpCONCRETEBLACK—�./fj�C ; sESECTIONsruD ro psy ON+) WALL REQUiRFD ` TYP. TOP/BOTTOM ALL PO 9'-2" ANCHORS OR //////�ii ALL POINT COM.' 11E,I/ T1 � i +85,0, -70.0 (SEE SCHEDULE FOR SPACING) I (OPEN POSLDON ��-�t�P�• 11��•J= +7 WALL MOUNTING INSTALLAT ';�EN8F'. - 00, -75.0 8'-6" 6'-8" 8•-B" SECTION 9 FLORIDA BUILDING CODE (Non Nigh Velocity Hurricane Zone) No.44167 +7SQ -80.0 B'-2" 6'-3" 8`-2" SCALE; 3/8"= 1" * •:*+ o1017 RLTEGO,we 0-050"BERTHA ALUMINUM STORM PANEL Lc. CC N (2.25"DEEP) DRAWN Br NOTE•MINIMUM. PANEL LENGTH/5 3"-0- �Of r 07IZ6117 OR.QP 1�`1 IL E C O,ne- EASTERN METAL SUPPLY, INCVA FE' p•••••••• 4268 WEST ROADS DRIVE J TESTING$ENGINEERING COMPANY WEST PALM BFAC/(FL 15407 iF 9e� C14.Mw,�6m Sr_—tiqMS• PHONE.,(560209-8163.FAX:(561)84 1-1776 r7-096 '�A*F�tsa/e/r. F�mp;(M,IJg)1- .lc.:(]p5jgF1-13Tt EB-0008719 Wrr mm�o• DR447NG No . WACTER A RC[f1'✓.P.E. as u-ou r fLOR/QA(ic 44767 Sk£fT 5 OF 74 FOR GIVEN D.DE m9`URm AN`N°R sP"`a6 �tfAXIMUM A S D DESIGN PRE SURE RATIN (2 s f) AND CORRESPONDING ,IfAXIMUM ANCHOR FOR A R AM 0.30.A-4L LOAD AND PAN-LENOTN. HOWEVER MAXIMUM PAlE1.LENOlN FOR A OMEN ASD.Omer,LOAD Musr 6E VERIFIED AS PER SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE AND CONCRETE BLOCK STRUCTURES • 1-O. m EDGE DA7ANC£ SCHEDULE ON SHEET 4. MAXlMU' NAX/SNM ANCHORS SPACING FOR E.O .J 1/2-•• �, A.D. VAX/MUM MA#MUM ANCHORS SPACING FOR E.D.-J'7 OESlGN TAPCONS ZAMAC avtu(/ APPLICABLE TO RArIa!(A( A.- APPLICABLE TO UAA7LPJSI PRESSURE RED ND DYNA.40LT CALK-R! SOLID-SET PAHELA0ITES CF rAP-GR1 SECTIONS f& PANEL DESIGN rAPCCNS ZAVAC N,VUN/ CALL-M SOLID-SEf PANFLdATES LK TAP_CR+P SEOLICAB®& PANEL R477NG I TO ANY CO.:lg1(MT10A LENGTH PRESSURE RED ND.DYNABOL7 (0.a.(.) 7O !O I TO 70 I tO TO 7O TO I TO OF T1lfM 2' 1L RATING I COMBlNATIO LENGTH CD1TfIf1E MASONRY CONCRETE AASONRt' CON'CAElE VA60NRY CW-VM7E MASONRY CONCRET, AUSONRY CONCRETE MASONRY ( ) (0.a•L 70 10 TO I TO To 0 TO I TO TD I 1D 7a I r0 OF THEU "L'(it) CONCRETE MASONRY L6NCRErt'MASONRY CONCRETE'MASONRY COlLRE7E MASONRY C0.•.YRETE MISOT+.4Y CONCRETE AN60NR1' 12 I - 12' 1 - I2- I - - - r2 - 12" I - 1(TOP) 12' - 12"++) - 12- I - - - 12 - tO• I - 1 (10P) r2" l JO' 12" j 12' t2' 8' 12' 1T' /2 72" 12" I10 //2 t,9+(80TT0:) 12• I 6' 12{+ 12' 12• 5• 12' 12" 12' 12• f1 1/2•I6 I/2• 1,e(BOTTOM) 12' - !2""++l - 12' I 12" /2' I 7Z' 12" I - 12' - 2,e(Top) Ir 6- 11•+� - 12• I 12• /2 12• 12- - I1 1/2'� _ 2, 9t'(TOP) 12" I 70' r2+l !z' 12' I 8' - - 12' i 1' r2 f0 r/- 2(80T70Lr) 12" 6' 12•++; 12" 12' I 5' 12' i 72' !1 T/2- 6 1/2^ 2(BOTTO:d) 12' l f0' (2-++I 12' !2 I g• - I _ 72 iz' 12' 10 r/2' zA(80T70M) tz• ( g• 12-1 12 fz• I s• _ _ 12' j T2 It 1/2• 6 1/2• 74(eOTTOM) +35.0,-4ao !2' - f2'++ - 12' I - - - _ _ - ++12" 12 J&4(TOP) B'-O' +350,-4ao 12- I 12' l - 1T• I - - - T2' i - 1r 1/2" - J&4(TOP) OR 12' f0- 72-++I 72' 72' 8" - - 11 I 72' 12' 10 1/2' J(BorroM) OR OR I2• j 6- 12'++1 12 r2 I s• - �- - 12• � f2- It 1/2•I6 1/2' J(e0TT0.!q ro•_0• IESS !2 1 r0' 72++ r2' rT g' - - r2" 12' r2" 70 12 4 @OTTOM LESS + , '--- / ( ) LESS i2 6' 12 12'N 12 5' - , - r2 j 12 1 r 1/Z'16 1/Z' 4(BOTTOM) TO 1Z' i 12++I ++I 12=J1' { - - 72' - /2• - 5(TOP) 12' l - 12'' - 12• _ - - 12" - tf f/Z' - 5(TOP) 72 4 TO" r2'++� r2 12' 6- - 12- 12- 12" r0 1/2' s BOTTOM ++1 - _ / I6 J/2" 5(BOROIA) t - (BOTTOM) 12' j 6• 12- TT 12' 5- 12- 12" /r 12" 6(TOP) to- - - ( - TO' I - - - t2- I - - - 6(TOP) 12- I _ _ _ 12• I� 12• _ _ _ 6(B07TOM) g' _ _ _ g• _ _ f _ 11' _ _ I _ 6(BOrMlf) 71' ` - - , - 1/' i - - - 12' - - I - 5478017Ct� 7• 11" 547 �j:4 {� - - - !2 I - - I - 12" - - - T(BOTTOM) 7' - - j - 7- - - I - 10' - - - 7(BOTTOM) 12' ` g• 12 12" 72' { 12" - - B(10.IBOTT04) _ ) _ 12' _ 11• I 12• 12- I T2' - I _ g(TOP/BOTT011) f2- j - 72++! - rz- - - j - 12 - 12 I - !(tOP) i + ONLY TAPCON ANCHORS OR ALL POINT SOLO-SET ALLOWED FOR MOUNTING SECTION 9_ 72" } g• 12"++++,t 12' rz' 6- 12 /z' r2- 12 12' a 1/2• 1.91'(BOTTOIA) 12 12' ! 12' 12 12' 12 T2- 72^ I - 12- - 2, 9P(TOP) ++ ANCHORS SPACING ONLY VAUO FOR ZAMAC NA1LN. 72' I g- rZ'++� 12' 12' _ _ ` SEE SHEET 8&9 FOR ANCHORS TYPE&SPACING If io 6' t2' ' !Z r2• �8 J/2' 2A(80T7P1'1 ": FMAXIMUM ANCHOR SPACINGS OR INSTALLATIONS INTO OD £LBU/LD/NCS. ti''l�L�l(lt�`p�.TJ�}��, 12+i 11 12' 6" - - 12' _ FOR 3 1/2•EDGE DISTANCE ,f. PVt ^C p• '✓ +J5.0,-40.0 r2' - !2+'� - !?• _ _ j _ _ - FOR E O LESS THAN J 1/2'REDUCE ANCHOR SPACING BY _;3► .•`�\yGNp`f.`•••,� 12 12 3&4(10P) MULTIPLYING SPACINGS SHOWN ON SCHEDULE BY THE FOLLOWING v ,_ OR !2' ++£ FACTORS. (Mill.E.D.FOR CALK-LN ANCHORS&ELCO 9' T2' , 12' 12' 6' - - 12" I I2• 12' 8 1/2 J(BOTTOM) J8•-0' PANfLMATE IS 2 i/2;AND J J/Z'FOR SOLID-SEE ANCHORS). LESS 12" 'r i 'g' J2' 3 f2• 12• 6• - I _ y12 72 12• 8 1/2' 4(BOTTOM) TO •k *��' j I TO=O'- - - - _ FACTOR ` A OF 12' - 12'++j - J1" I2' 12' S(TOP) ACTUAL E. O �A�• P '�,��� 12' a' r2++ z2- r1• ' g- - - r2' rz• s !2• 7AVAC NWIV O ......... �• I 12' / 5 B0r10:r TAPmv rWOLr A • ( I Aa rw[x-m sa/D-sEr cF rAr-GarPV 1 72' _ _ _ 12' - - ' - 12" I - _ - /PANEUGTF5 - a 70' - - - 6(TOP) J• - .B6 J5 ,78 J.QO w y`rS�ONA1. �,dj1 j To' ; - - i - 12- I - - - 6(BOTTOM) 9• I�! !! 2 1/2• - .71 .50 - .80 - - E - 9- j - - �1212' 5g7(BO1p0:d) 2' _ .509' - - I _ 9' - - 7(90T70M)- - 8(TOP/BOTTOM) - - - - FLORIDA BUILDING CODE (Non High VeIOCily Hurricane Zone) 02017 OLTECO,MC. 0.050- BERTHA ALUMINUM STORM PANEL Lr- (225-DEEP) DFAaN BY.- EASTERN METAL SUPPLY, INC °'DAE" 4268 WEST ROADS DRIVE TILLIT TESTING S ENGINEERING COMPANY WEST PALM BEACH,FL JJ407 ssv fir.]e?�]e..;nq�me,U uvOEA�n.urm PHONE.(560209-a20,FAX(561)841-1716 17-096 Ian-Ism.ru:nc11a71-r]]I _ fB-0006719 ORAMl1G No Wi+LTFR A T71LlT Jr.P.E m I]-°44 Tisa71 FLOR6IA Lte. 14767 SHEET 6 OF I4 �oAA SiMA L'X%�NRa MAXIMUM A.S.D. DESIGN PRFSSURE RATING (p s f,) AND CORRESPONDING MAXIMUM ANCHOR ASO.DESIGN LaM PAN71 1EN6IN TOR A G £. D. =EDGE DISTANCE "'--1 •, ASp.7?Allo LL1AD DUST L E VT HIr$0 AS PER SCHEDULE ON SHEET 4. SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE AND CONCRETE BLOCK STRUCTURES / 9.• MAXIMUM MAXIMUM ANCHORS SPACING FORE D.=3 7/2'DESIGN •• - ASb. MAXIMUM 7.UUTMWA ANCHORS SPACING FOR E.D.m J 1/1'•• ' ° s+ 't I PRESSURE TAPCONS =LT APPUGABCE 7p lGix'ptly AAO. / ! r {•. RED H& CA IN SOUO-SF! PNIf7MA7E5 CF TAP-CRfP NYCJ/O BI yP IO PANEL GT DESIGN TAPLONS D HD.NA/UN OALK-W SOUD-SEr PANELVAIES Cr , CRMBINATrDA LENGTH PRESSURE RED Np_Ottf730tT' L'BMBlITAt70."1+NCI RATING TO i0 TD 70 TO TO 10 TO TO 70 10 TO OF THEM KITING (P.-f) COA'CRETEI4ASTO cczC-EI JTASO.VRY CONCRETE MAS0.'!RY CONLRElE�d4i6CVlt1' CONL]ZEIf'fIASONRY LW/CREIE�MASONRY �_(1 (p.s.f) To t0 t0 I TO TO 1 TO to TO TO TO TO 7�ltfi� 3�}IHE I�3,�(/u) CO"", uamNRr cor7cRErE1 euso.67Y cmrRLTE F•A6oNRr c0.ur:LTE I vA6oxRr CONCRETE Hasamr coI2RErE, gr' - 1z' - r2++1 - r2' - - - r ++ r2' i - Tz' ! - 1(TOP) B' - 7' - 9• - - '^ • J 12' 6' !2'++ 12- 12' 5- 12• f2' J2' J2• tz- 1 7' 1.9+(80TTOrd) ++ i �-• )-t I2' S' 71' I TO- 12- a• 12' 11' IZ- 9 7/Z- 9• I 5• V,�9,',(6DOlA) 12- 'y - 12"F+� - 12' - 12' 12' 12• 1 - 12• 1 - 2.9+(TOP) rT. _ 9•++ _ i?' - 12- I 12' 12' I - 9' I - $9+(TOP) 72' I 6- ,Z'++� 12' I2' I 5' - - 7T• j 12' 17' I 7' 2(BOTTOM) J2- 5' 11'+I JO' 12' I 4' - I - IZ' 9 1/2' 9• ( 5" Z(BOTTOM) T2'+I 12' 12' S' - - 12' ! 12- /?' I T ?A(BOTTOM) IZ' I 5' 11'+i 10' 12' 4' f2' 4 I/2' 9' ! 5' ?A(BOTTOM) t35.Q-40.0 tT• - t2{+1 - 12' - - - 12- - 12• - 3&4(TOP) 8-0' no..-Mo 12- - 1l +� - 12' I - - , - 12• 1 - 9' I - J&4(TOP) 6'-0- TO 12' I 8' 12'++j 12" TZ' I 5" - I - 12' tz' t - I 7- J(BOTTOM) TO 12• 5- Tl-++ to- 12- 4• - 12- 19 1/2- 9• 5- J(BOTTOM) OR OR +550,-60.0 LESS 12' , B' f2'+ 12' !Z' S' - - 12• I J2" 12' 7• 4(BOITOA7) +750.-80.0 12" 5' 1T'++ 10' 12' + 4- - - 12- 19 I/2- 9- 5- 4(BOTTOM) L65 12' - 12•++� - 12• - _ _ T2" - 12- - 5(TOP) 7Y - ir'+� - 72- 1 - - _ t2' - 9• - 5(TOP) 12' I 6' !2'++ f2' 12 S' - - I2' 12- 12- 7- 5(BOTTOM) 12- 5' tl' {9 !0' 12' 4' - - 12- 19 1/2' 9' S' S(BOTTOM) to- I - - j - 10' - - I - F2' (TOP) 8' - - ( - B' I _. - , - f0 7/2'I - - I _. 6(TOP) B• 12- - - - 6(BOTTOM) 6• _ _ - g- _ _ _ g• _ _ _ 6(BOrroM) 7- - - - 7' I - - - JO 1/2-I - - - 7(70�r4 5' - - - 5' - - - 7 SA BOTTOM 8• _ _ _ 8• _ - - It' i - - I _ 7(BOTTOM) 6- _ _ _ 7 OP) - 12' - 12- ' 12' 12' i1- - - 6(TOP/BOTTOM) _ I _ _ { _ _ 72• ! tY ; 72' 12' I 6- - - B(rOP/8p7TOM) B' - 5-++I - 6' I - - I - 9 1/2-I - 4- I _ I(TOP) 5- - 4-++1 - 5' 1 - - II� - 8• I 11' I4' 9'++l - J' I J 1/2' J(TOP) 8' 71• I 3• 12- I 12• 12- I 6- 7 1/2" 4- 1.9+(BOTTOM) to' I J- 8-++# 7- to- J• fY I 12' 12' �. T E ' - J,9*(BOTTOM) TJ' I - 12• 12' J2' - 7 1/2-I - Z 9+(TOP) r0• I - 7'++ - 12- - 12- 12- 12' - ' - Z 0*(70,) l,• I a' 8-++ 8' 11' J' - - 12' 8' 7 7 2', 4• a(BOTTOM) I ++1 I / I iD' J' B• 7' 10' I J' - I - 12" 7' ' J 1/2• T(BOTTOM) f1' I 4' 9'++k 8' 11" I J' - - i2' I B' 7 1/T•I 4' ZA(80TTOd7) 10' 4• 8"++ 7' f0' I J' - - 12" T 6 1/2'IJ t/T' ZA(BOTTOM) +354-4Q0 /f' I - 9'++I - i/• _ _. I _ IZ• I - 7 t/2'I - J&a(TOP) 41510.-6Q0 Ip' _ 8,++ _ t0• I _ _ _ !2' - 6 I/Y J&4(TOP) i0 JY _ 4' 9'++� 8' 11' ' J. - I - t2' B. 7 t/2-' 4' 3(801TOM) >8'-0' TO to, I J. 8'++I 7- to- I 3- - - i2' T 6 i/2•I J 1/2' 3(BOTTOM) y8'-a' 09'++ 8' 7 f' € J' - - T2' I 8- T 1/2'I 4' 4(BOTTOM) TO +75,0,-8Q0 r0• J• 8 ++ 7. t0' I J' - ( - 12' T 6 1/T' 3 1/2• 4(BOTTOM) TO I!' - 9.++? - it, _. - I - 12- I - 7 1/2' - 5(TOP) #1_0, ++! - 9,-7, I to' - B' d ro ( - - I - 72 - s r/z'I - 5(Top) 11 �4- a- lY J• - - 12' 8' 7 /'IV a' S(BOTTOA / I I 9' J' 8 ++I T 9' 12 16 1/2' 6 1/1'1.3 1/1' S(BOROlA) 6(TOP) 6' 6(Top) 5' - - I - 5' I - - I - 7• _ _ _ 6(60TT0!J) 8• 5. )� _ _ _ 6 1/2'( - - _ A(B6-.) 4' - _ _ 4- _ _ _ 6 1/2- _ I _ 54780�OA1 4. - - _ 4. ! _ _ ( _ 5 1/Y I - _ I _5- B T/2' - - _ 7(BOTTOM) 4' - - - - - -4- 6 - - _f2- 12" 12- I 6' - - B(TOP/BOTTOM) ' 11' 1 !2• IT' I 6' - - FACTOR + ONLY TAPCON ANCHORS OR ALL POINT SOLID-SET ALLOWED FOR MOUNRNG SECTION 9. ACTUAL C D. + ANCHORS SPACING ONLY APPLICABLE TO ZAMAC AWLIN ANCHORS FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 7APCON /pAC N4q CALK-IN SOLID-sET cF TAP-GRIP SZE'H�7&B FOR ANCHORS TYPE&SPACING FOR INSTALLATIONS INTO WOOD FRAME PAn�AwrEs ButLOmrcs; Azov ncrEcv.INC. 0.050"BE ALUMINUM STORM PANEL Lc. MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 1/2-EDGE DISTANCE (2.ZS" DEEP) ORmN BY.. J. - .86 .75 .78 1.00 'f FOR E.a LESS THAN J 1/2;REDUCE ANCHOR SPACING BY MdL7?PLY7NG SPACINGS SHOWN ON SCHEDULE BY THE FOLLOWING 07126117 2 1/2' - _71 .50 - .80 FACTORS,(X.E.A FOR CALK-IN ANCHORS&ELCO EASTERN METAL SUPPLY, INC DATE. PANELMATE S 2 1/2.AND J 1/2•FOR SOLID-SET ANCHORS). I L E C O 1 N C. 6268 wESf ROADS ORNE 2• - .50 - _ _ FOR TMS OPERATION 1O BE MADE REDUCED SPACINGS RESULTING FROM APPLI7NG ABOVE wEST vauA BEACH,R S7ap)nLCIT TESTING d CNCINEERINC COMPANY FACTORS SHALL NOT RESULT ON SPACINGS Less THAN J-FOR ALL ANCHORS(EXCEPT e/ss xe rsw sA,m rox.:Avw aFr>aa n m 0 PHONE,(561)209-826.x FAX.(561)B41-1716 17-096 wa,�:(x�en-iL`0 1 1/2 .JS - _ _ _ +4.5'FOR RED HD.DYNA80LT ANCHORS). EB-0006T,9 ORAWNG Nlr4 YL1LlE'R A J1UR✓r.P,E a0�a-w • ROR/DA L'c 44167 Mn SHEEI 7 0! CONCRETE ANCHORS (S££SCNEDULEI CONCRETE ANCHORS _ o (SEE SCHEDULF)� -_ - �/4"Max. GAP 1/4"Max. GAP ` $ c h; O POURED W I o 1. i CONCRETE POURED +I REDUWFD i i 3 Cont. CONCRETE �' I REOU/RED� 2 Cml. SECTION B-B SCALE: T/6•= T" GLOSS Y�Y rx/snrrc--I � 1 CLASS I /•of.sFpARanav f m 1 14B/6, 14A/6, r"Ar.,SEPARATION' I TO rags(WHOLES) 1 15,1 6 B7 15,16A 7 ro cuss x / / i (WOLE) h BUT NOTCHED 1/4--2Ox 1"SSEA CORNER BOTTOM AS � SlD£VlALK BOLTS16 i S SHOWAL SEE OETALS 2/7• _ 2/15. (YrHOLE) 1 j DETAIL 217, I h .1... { .• t/4`0-20 x r•S.SU.S . vavc�UT m la•o.a i , a � ! ,�, ± � �- 6 .' j j. B INTERIORLY REMOVABLE 1. 1 1/4•a 20 x /-SsELS. 1 > f PANEL 1 W f j..:. Q / I a v/718 o r J/J2 i I SIDEWALK BOLTS i nlNc Nur m IZ o.r 1 a _ - (SEE DETAILS ! 1 t 2 3 1 0 �i 9 i' 2/7, 2 14) CONNECTED I f o t 70 UTHRU POURED j I 51810 HOLES AT©® OR CONCRETE ! I I N - BOCK WALL q - FASTENED AT REAR REDURED r,7 i , POURED J I I I OR CONCR � � t r g V//7/8 0xJ/32" , OR CONCRETE i t WING NUT®EERY BtOCIf WALL o , . ... .. .. ._. ' 2v' OR OO OR, j SIDEWALK BOLT: i REQUIRED f CONCRETE ANCHORS t.�-- J76• 14B 6, \ / 14A/6, (SFESCNEDULEJ 15,168/7 i$,16A/7 CONCRETE ANCHORS C -- 375 Max. CONCRETE ANCHORS (SEE SCHEDULE) 3— Cot (SEE SCHEDOL£) j-T 817Et80RLY REhfOUABLE PANc'LO i N.TT V!//� Min. Maxi Min SIDEP/AUC BOLTS ffE DETAIL 2) CON' T£D TO f(J6 THRU 518.0 HOLES AT 6 m 6'O.0&FASTENED SECTION I OA SECTION 1 oB AT REAR'V m7l� K INTERIORLY REMOVABLE STORM PANEL WALL MOUNTING /NSTALLATIDNS PART/AL ELEVATION Y ,�,,oi,'����p�TI(�jl, SECTIONS 10 SCALE: 1/a'= t' ���@� : EjU$F�•j�? scALF:J!B a t 'No.44167 INSTALLATIONS VALID FOR P 1 USED JOINTLY _WITH INTERIORLY REMOVABLE PANELS 1 `� �• STATE OF zORIO? •���0 FLORIDA BUILDING CODE (Non Hlgh Ve%city Hurricane Zone L��t ytJG�,r, A 92017 MlECO.wG 0.050"BERTHA ALUMINUM STORM PANEL La , pIf'.; F 1. .......Fr" (2.25 DEEP) 02usN Br- EASTERN METAL SUPPLY, INC 07DAAM L E C O Id C. 4268„EST ROADS Dint nLLIT T£SnNC R ENGINEER/NC COMPANY WEST PAIN 8FAP4 FL JJ4 07 uu xr.un.s.see,tom YaOn:,°wttrq n,Vr6a PNGVE(560209-826.x FAX:(661)841-17t6 I7-088 rtcx: No FHkC(2l1.'1>tB- ,7 nuir 1:t>QTJe>r-H.)r 9 ma ORAIfiND 19ATLR A mur Jr.P.E. o(n rs-ou RORlDA L'e.1t4167 /M/r SHEET 8 OF 14 CONCRETE ANCHORS E D.—� CONCRETE ANCHORS E. D. \� CONCRETE ANCHORS CONCRETE ANCHORS (SEE SCHEDULE)', I (SEE SCHEDULE)\ (SEE SCHEDULE)\ E.D. (SEE SCHEDULE)\ `^ PUURED _ POURED E.A POURED CONCRETE III POURED CONCRETE _ III CONCRETE \ R£OUIREO co. ED \ CONCRETF- -� ! I REOL4RE0 EO.�-E0. REQUIRED I i \ REQUIRED -1 Eo. I I ! �� ! ! ! R� �` I •OWN � O k 1 Xrl I —Qs r nr. I I —Q5 coot. SEPARATION TO G1A55 ! V �i I 1 I I Min.SfPARA77ON I w j_f"Al-SEPARATION I q^ 1'Ar.SEPARATION T°GLASS I i I TO GLASS TO CLASS I m DETAIL 2-\ l I I ! I N O I I ` I DETAIL�2�1 1 I I O r T/32' 1 WNC NUT© < t ! y 7/B'o EVERY STUD ! 18 I r J/32• I I 4 ! S O 12'O.C. WING NUT ,!�A //��t o/• �.' I//Tf !1 3/:'// I itI( 10 I! /it g II ®�Cant 7/8•0 1 1/12' EVERY S7UD EVEY STUD O 12'0.C. , I!!III i R IIII 7/B'o rT 6 3®/ J1' ® 12'O C WING NUT £VERY STUD CcnL Con ! © 12"O.C. EDGE OF ALTERNAEE -I POURED CONCRETE-1 I!I1 T 2aA lit h I LOG4 I 7 ! RFOUfAEII f'y IA—SLA&IF APPLICABLE 11::; TTON,_-= `ry / CONCRETE ANCHORS� E.D. . . /./. 7/ r /` EOG£OF •///,'r'// /!!'/ % �J fll'��� EDGE°F I ALTERNATE LEG 1 ! 1 (SEE SCHEDULE) POURED CONCRETE I�1.11-'- I I I!I �.,/ "1 REDU/RfD Al' 7- / LII-11 L JPOURED SL7Li1�I� r--(3QCATla.Y = ! ED( SCHEDU J II----E.O. / `RCONCRETE EOWRfO CONCRETE ANCHORS 1 -1 /�/ f�.� I' �I9� (SEE SCHEDULE) �ED.� j!7' SECTION 1 1 B INTERIORLY �DEWACK BOLTSLE EE PElAL12) CONCRETE_/ CONCRETE ANCHORS ON 11 A POURED I! COOLES N"TO TLT t 6 THRU 5/8'o RECVIRED (SED SCHEDULE I LED. CEILING & FLOOR MOUNTING INSTALLATIONS A,RFART IV'7/B VIM'WING NUT SECTION 12A SECTION 128 INTERIORLY REMOVABLE PANEL�W/J SECTIONS 11 ®EVERT SIDEWALK BOLT. SIDEWALK BOLTS,(�SEE DETAIL 2) suLF:3/8 _ ,• CEILING & FLOOR MOUNT/NG INSTALLATIONS G°"N rE°To j�6 meu 5/e"o HOLE AT 6 O 6"O.0 h FASTENED .I875" 1/4=20+1•SS.SDSMX BOLTS AT REAR W. 7/8 0r3/J2"w1NG NUT w//Ji4 SLOTTED HEAD, NED SECTIONS 12 a EVERT sDETYALK socr. —W�R/ORLY REMOVABLE PANEL - �\. 1 1HRD KEY HOLE©O 6'O.G SCALE:3/8'- i" W/1/4=20 N REAR AT NEA Q 7/B"0 rW.Na NUT 3/JZ' / T o / PAN INSTALLATIONS VALID FOR PANELS n USED J01A19. WITH INTERIORLY REMOVABLE PANELS Ip 44 OF ; �4A6 F FLORIDA BUILDING CODE (Non High Velocily Hurricane Zone) i L E D. =EDGE DISTANCE yyy p 1 (SEE SCHEDULE ON * a2Dn nLnro.INc, 0.050'"BERTHA ALUMINUM STORM PANEL L.D. 1875"� 1 SHEET 10 X 11) �ti7 (2.25' DEEP) DRAWN BY, .o: STAIE�W ,• .oso•�-T/. HOLEO6' 'q�0''•.FL'ORfQ@ �� EASTERN METAL SUPPLY, INC °'�2;17 NOTE FOR COMBINA770N OF SECTIONS; �� `• 1 L E C O 1 N C. 4268 WEST ROADS DRIVE DETAIL 2 — INSTA C ATION OF 1/4 l' ����`p ' •� ` T LLIT TESTLNG d EN°IN£ERING COMPANY IfEST""BE"n.33407 FLOOR/CE/UNC IdOUNTING SECTIONS CAN BE � /�NA��.L7+� yy,1 K�•Iy/.x as Sa nmr. ucu n vrec PhVNf:(56f)209-816;FAX.[56I)e<1-1716 /7-098 SIDEWALK BOLTS O REA:OVABLE PANEL COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. Timlan SCALE f' 1' EB-0006719 DRAWMG No WALTER A 7 UT Jt.P.E. Clo re-ou FLORIDA Liu 44167 � SHEET 9 OF f4 ,VAXWW A S L DESIGN P >i sstnzr+ RdTIN jp f,) ARM CORRESPONDING xiaxlx�rnlr a NrHAR -SPACIKG SCHEDCnF FOR IN�TArTdTIONS IN CONCR_F7�' en1D CONCRETE B OCK STRUCTC�FS 1LlI4AIlAI Asa LILLN wu r1I1 A+_vNws vnar rae c a-�r/i-. AFPO(AY£ro PA]) J @ RrZR GtPoq]m.5— SD Ti1WC titSN GLf-N StIIO-i�'T Cr!M-GR.7 PMk]/A1FS PMEl.WIT PLIR CIO SS AFC4Y =1CLGS • YMYYY PMII LOA'CAr1[ @ EIDGC @ CG.LRLir @ d[GCI( @(LKYAd1i i0 Blfk6 @ CfA4LCdTE @ HGL.I' @ CCnfNQE @$OPC @ DY4AEIr @ tYA01 @ CCACFETE @ 8IR1f A4r�TrO.Y lFRGfH 1'((L) 11' NIA tT' WA WA N/A fY NIA N/A WA WA WA 12" WA I2' WA 12- N/A /0(TCP) 12' 4' 12' 90' WA WA tY 9' N/A N/A N/A NIA IT,' 8 I2• 7 1/2- 12" 6- 104(EV7TOH) 12' WA t1' 7' NIA N/A 12' 6 1/2' WA NIA N/A WA I?' 6" fY 5 1/2" 12' 4' 109(8071TJN) f1 7/1- II/A tY WA N/A NIA t2- N/A WA N/A N/A N/A WA 11' N/A !2' N/A if(IGW) -6J3 8 I/2' N/A 12' WA N/A fI/A 7 I/2- N/A WA MIA/ WA WA rl 1/2- WA II' WA 9 1/1' II/A IIA(HOnzw) 9'-0.OR LESS NIA N/A N/A WA N/A N/A N/A N/A N/A N/A N/A N/A J- WA J' N/A J' fI/A 178(CJR04I) ll 1/2' N/A !7' WA WA WA 71" N/A N/A NIA N/A NIq 12- N/A 12' NIA 12' NIA 12 X) N/A t2- NIA N/A N/A T 1/2- NIA N/A II/A NIA NIA 11!/2' WA 11' WA 9 1/2' NIA fZ1(BORON) N/A NIA WA N/A J- WA N/A NIA NIA WA 4' 1 WA 4' WA ! NIA 12B(80RON) c D. EDGE DISTANCE MAXIMUM ANCHOR SPAMOS ARE YARD FOR J I ANCHORS L£G£ND /2'EDGE DON SCH UZ E D.LESS IHAN J tACT Nm. (NOTE' ANCHOR E SCR C4 KYNANCHM9S SPACING SHOWN ON SCNIDJI{8Y ilfE FOLLDNlNG FAClpRS •� LIMITED TO 5�-4"MAX. SPRN.(NOTE:M.h E:.A FOR CA/1(-1N ANCHORS IS 2 1/2) .WClLO.R n'PE ANCHOR FOR T14S OPERgT/p,Y RT BE PO£BLE REDUCED SPACGVG OBTAWID(ISING FACTOR 5NA!L NOT BE- SPACING LESS 7HAN AflViNUdI SPAW'G INDICATED FOR EACH ANr-,VR ME AT ANCHORS LEmu 4t0 SS TAFGYV,LUAAC NNLINC, FACTOR CF TAP-GRIP,PANEMN 0R PANEUZ PLUR J.0' ACTUAL E D.REGLUR TAPCON& LV/AC ftVLN,CRECE'-f1IX 5'SA& C"�-IN 2.J' AM SS TAPCON PANFWAT OR PAN£LYAIE PLUS �K-IN ID�-SET CF TAP-,^,RIP J- - .86 .75 ,78 1.00 SOLta-SET 3.5• L2 1I2" - ,71 .50 - ,g0 `'e lN\ 7i/-_�i,. CRETE FLEX 554 6.0' 2' _. .50 _ _ \It' f4�IL4�3 \ REGUUR 7AFGVN W BLOCK 4,0- 1 1/Y O..TS _ _ _. _ ,\\\\ 'JCENSF''-.,� REGUIFRR TAPCOU tN CONCRE,1£ J.0' ;� No.4416T e*` OF �, ORIOA f�00 s_ \ FLORIDA BUILDING CODE (Non High Velocity Hurricane lone) •%Fss'/QNAU�� �71' OMIT77LTE%I..= 0.050-BERTH(ALUMINUM STORM PANEL DRAWN 07/26/17 EASTERN METAL SUPPLY, INC DATE L E C O INC. 4266 REST ROADS DRIVE TILLIT TESTING&ENGINEERING COMPANY W ST PAL✓BEACH,FL JJ407 ave n.Ia Tan.s sm.SOS rscxa rAAtt]M n vrrs PHONE.•(581)709-826.\FAk-(Je1)841-1716 17-096 sm,.:(I0.i74 EB-OO.719 CAbMT1-Ivr CWA EB-001LIr J �/I°Y arr RiN'G No FLORIQA U. 44167 SN£ET 10 OF 14 ALUM. 106E W/ SCREYiS ®6" 7/4 a L,C SCREi'LS Q 6" LAG SCREWS O 6'D.C. THREADED W/1 1,2•M;n. o.G W/r T/2•ATin. W/T i/2"GL'n, THREADED 7 s•o tAc SCaEWs a TNREADm PENETRATION TO t THREADS PENETRARON TO `^PENETRARO,Y TO EXI57LYG fi O.C. IY/J 1/1'Il.'n. 6.40.C.%7��� I EXISTING WOOD HEADER 1 EXCSTING WOOD HEADER J WOOD HEADER THREADED PENETRATION TO THREADED PENETn T/0 TO I 1• rfXlSBNo VlDOD HEADER �OE500 XISTING WOOD HFJDER. • 'O•250� rSCO' a250- i ! i 0.150' 0.250- Mor. 't"Mu, .500' ja250- • I '0.500, 1 ' 2' I F' Min. 2• 3 conL 3 coot. wn, I x w.1 " I p I rZ-�. I•..I I -@ QnL I 4 T.,i 4 o WOOD HEADER Corf.1 3 W ConeR£OUIRm I I CWOOD HEADER I f '�' 1._. m �- OOD HEADERREOWRED W000 Hc<OfR REOU/Rm m "y REQUIRE I I 1 tip I f'MYlMUM I H MNNO M I T w 1•CIMNUM J Z SEPARATOM TO t„i 11 2 CLASS ( 2 -SEPARATION TO I V SEPAFAU TO ALTERNATIVE I I w — WW MASS A tl— 0 61 01 TEK SCREWS �T/a-P x J/4' C,B c. ! T v O 6'O,G, I " 7EK SCREY/S O 6'O,C. 1,��ro t r•Mimmuu I 1/4'o-20 x - eorW 7 I ` o asw cusS I i SEPAR47I0N TO / { W :{_ 1 a ! G[455 7/8 o x J/J2` I i 4 / I 7/8"o x ! I { I I%UJc NUT'9 T/o-1-20 x { I ( I J/JI-I:zvc o- EVERY STUD O 3' r i w 11 1 I 7/6'o z x S00 ! BOLT I%/ NVT o EYE 12'O,C. 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'Y:<-PLATE' ' ®IJ/OW'IDTH OF PLATE 7NR:AOID PENE7RATION TrWEAD 0 PENETRAnON 0 RECUIRED { INDOWDIH OF PLATE; REQUIRE M:n,\(2) 1/4'P LAO SY'RE+YS f )JfDIY/Dni OF PLATE I :� EiILA CH STUD(4lIDW/QTH Of ( H STUD(MlOF7/OTH oF® I 5 STUD,2'.Min NOMINAL)AND IE' {Y/2'd6n_7NREAOm PENETRATION STUD,Z'Min.N'OM/NAC)AND INTO EXISTING SlUO, W/2•Tl. DlRFAD£O PENETRATION Iwo EX/STTNG STUD. ALTERNATIVE 2 ALTERNATIVE 4 ALTERNATIVE 5 ALTERNATIVE 6 ALTERNATIVE 7 WALL MOUNTING INSTALLATIONS INSTALLATION DETAILS ON 1-MU/IMU!/ ! , SECTIONS A SCALE „<•e ,• - EXISTING WOOD BUILDINGS sEPARAnaN To ! CLASS - 0�lptsrzsii,�. 1/4'0-20 x J/s' BOLTS W/7/e _ v I 3/J2'W1:YC NUT o ; '` NOTES: 12 0.c. ` NO.44167 ? T, 1YSTALL4770NS ARE ONLY VALID FOR MAX ASD. DESIGN PRESSURE RATING UP TO +65.0. -MO psf AND PANELS LENGTHS UP TO 9'-0 W OF 2.FOR WOOD FRAME CONSTRUCTION: V/000 MEMBERS TO SE SOUTHERN PINE No. 2, Y//SPECIfIC D£NSRY Of O.SS OR EDUAC. ` � �, `•�1OR10P i .!�_V410 LAG SCREWS ®6' 2"x 4-P(Al£ O.C. VV/1 1/T"Min. -TS1rr i RmurRm THREADED PENETR ® M)D,Y1DiH OF PLATE. FLORIDA BUILDING CODE (Non Nigh Velocity Humcane Zone) ! { f NOTE FOR COMBINATION OF SECTIONS C2017 MMO.WC. 0,050"BERTHA ALUMINUM STORM PANEL Le t WALL MOUNTING SECTIONS CAN BE COA48INED (2.25"DEEP) DRAWN Sr ALTERNATIVE 3 IN ANY WAY TO SUIT ANY INSTALIATION. EASTERN METAL SUPPLY, fNC 07126117 IL ECO,H�. LMTE 4268 WEST ROADS DRNE RUT TESTING @ ENGINEERING COMPANY WEST PAW BEACH,FL JJ407 a15a 14.xc+.sx.sr•'11.,YwL•nA aus>ou�M1 MI. PHONE.(561)209-816J FAX.•(561)841-1716 T7-096 EB-OG06719 DRAWING No WALTER A nLC?Jr.P.E. ao ra-au ry1 nORA6 Cc. 44767 SfEE7 1T OF!4 //4'0 LAG SCREIYS O 6'O. 1/4.0 LAG SCREWS O C W/f 1/2'ir- THREADED 1/4'0 LaG SCREWS p 1/a-0-20 E£CO 4-a C. f//r 1//2'Nm.PENEIRAnON TO EXISTING WOOD THREA PfNEf(7A ff _ 4'O.C.W/1 1/2•Min. HEADER mole//emo/a TO E1fDED 0ED WOOD SEW. THREADED PENETRATION I f PANELNATE O 12- TO EXISTING WOOD BEAR( Conti 0,C. O Qi R I p6.O.C. O © 1 f/4'0-TO S.S DOLTS O W/1 7/8'Afiy —�— (OPEN POSITION•) �r 8-(N/n.)EX/STWG \ 4'x B'(Nin.)EXISTING W000(1FAN REQUIRED. EO-�I—ED WOOD BGUJ REQUIRED. / 1T'O.C W/A'UT&WASNfR PENETRATION r/4'0 LAG SCREWS A EO EO STRUCTURAL ADEOUACr 6 0.C. W/1 1/2'A(In. OF EXISTING WOOD BEAM OF£XI57/NG WOOD BEAN j Min �'--. STRUCTURAL AOfOWLY ; TO BE CERTIFIED BY TO!TF CfRnnED BY 1 D.250� TNREAOED P£NETRATI0.Y kFG(STfRED ENGINEER OR I Afax C-- - 1 TO EXISTING WOOD RECSTERED ENGINEER OR - 1 i HEADER. ARCHITECT PRIOR TO 0900- I SHUTTER/NSTA/L TON. ARCHTECT PRIOR TO 2- i I CONT, I Et___0 L O SHUTTER INSTALLATION. /Cw. I 5 CanL 2' i •� 1 '-R'OOIlREEO ER I i 1/4'0-20 r J/4'IIY000 HEADER T YBOLTS W 7 8 m 1'IAFNWOM I REOUARED o " I U / / � I Conf.SEPARATION TO i �" I y 3/32'WWG NUT m0 r WOOD HADER 1 O12-000 7 CRASS W REQUIRED I W - 1'MId-O 6-O.C.0% 1'MINIMUMJ"M/NlAIUAfSEPARAO SEPARATON TOSLPAGLA GL GLASSALTERNATIVE 8 ` I1'MINIMUM r A •I SEPARATION TO I GLASS T/F'0 OW BUILDEX i w 7 4 CON,. a I t - TEX SCREWS O s'O.0 + " i >i j .�' 7/6-r J/JT- w 1 J/4'D-20 r I 1 \ i I IMI;NN O = c 3/4-BOL/TS3 1 I _ 12'O.C. I 4 i NUT p7' K CEO �-! ; 7 EO` - i !0 _ i y(Qp06 cL/( 2 B OR 9 i WORD DECK O.C—� I i�" Coat I REO O Cant. I FUIRfO + 1 'EO 1• 1' /- ` I : soo'9� 1 t ! 4 D /ein: rfAn_Con4• i i 'fCOO �—/ uc SCREWS® I I \ ( i/4'0-20 ELGD �T. i 7//>aO-.gpFpW ENETRA PENETRATION ,1 7 mole/female REQUIRED p,y,OWI OP PLATE. i ! Q.SLXJ- PAALLRATE O 12' (��e� I ' i AL7ERVATE PLATE O.C ENTV/! 7/8 .—�, \.iCONi. f-^\ j E,LEG LOCATION \✓ EO'i �J/4'0-ZO J 4- A+ ..-.~ REQUIRED MID PENEIRATILA O 1 4-0 LAO SCREWS O / WOOD_ �T�•` NiDW�On(OF PLATE OPEN POSinON J f/4"a(AG SCRErYS p BOLT W/7/B 4 R UI O C ` SI �+ AV. ( � /2-Min. 4'O.C W/! EW S rAur. 3/J2-WING NUT L n. THREADED ENMU770N HR'^ u10ED PENLTRAnO.`L O 72'O.C R£OlQAED ,. I i 1�4-D-2D S S.BOLTS p „(J1 1 rz NUr r'xsHER L ALTERNATIVE 1 LTERNATIVE 2 11 Cont �!•/A/NlMVAI 1 <mmm=T •, SEPARATION j uyj 2 6063--TS AIumS T£)(ConL) i - l0 GLASS 1 (2)1/4'0 LAG SCREWS 0 ALTERNATIVE 10 EACH STUD(LOQYRDT/f OF 7 1 GDNT. CEILING & FLOOR MOUNTING INSTALLATIONS 8-1 / r 3/J2- STUD.2'AU.N THREADED IYWG NUT p SECTIONS B SCALE NOIJ/A )AND W/2-MJJ. EO, i £A ST1/0 T ALTERNATIVE 9 PENETRATION/NY0 EXISTING EQ r sTua - •d'QIE:SNAP CAP 5 TO ll P••.••••• d - RN CLOSED AT NON •,,�� J,CENSF 4 WALL MOUNTING INSTALLATIONS WOOD 1NRR1rANE CO,VOTONS PLATE 167 SECTIONS A SCALE: 1/4-a /' REQUIRED �ONT. (OPEN POSITIONy � � 1 • �, •� TEOF ����` NOTE FOR COMBINATION OF SEC17ONs• SECTION ® STUD TYP. TOP BOTTOM FLOOR/YucL/CE/unrc ATouNnac sEcnolas CAN BE ALTERNATIVE 11 COMBlN12T!N ANY{YAY TO SUIT ANY INSTALLATION. INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) N .050"BERTHA ALUMINUM STORM PANEL 1.IN azor7?X ECO,Na 0 I.a 1. NSTALLATIONS ARE ONLY UAUO FOR MAX.A.S.D. DESIGN PRESSURE (2-25"DEEP) DRAWN BY: RA77NC LIP TO+65.0, -72-0 psf AND PANEL'S LENGTHS UP TO 9'-01: EASTERN METAL SUPPLY, INC 07126/f7 2_FOR MOOD FPAIfE CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN ' G C O INC. �� PINE Nc_2- Yl/SPECIFLC OENS/lY OF 0.55 OR EQUAL 4268 WEST ROADS DRIVE TlLL/T TESTING @ENGINEERING cONPANY WEST PALM BEACH,2 33407 A!!S HR J6ua 4.=ta]01.YFG.'W G40LM(R 3frf6 PNOtr(560209-B263,FAC(561)841-1716 17-096 iron•:(mrbn-Ie.fO.r (J0.lbll-r3]! !:'B-0006719 �"�• ORAIflNO NO If'ALTER A TXLIT Jn P.C. an re-ou RVr FZOR/DA L:c.144167 SHEET 12 OF 14 . 1/410 LAG SCREWS 0 6- //��O-C. W/1 1/2•M1L b 1/4 LAG sCREivs o 6' ( EWA'fCM PEN H£ADFK TO . —TIIRO.G 4P/1 1/2"MIN. / FAOD PENEM471ON TO HEAD Ill/// EXR7/NG W000 HEADER. WO' Max, .500. •250' Max. T I- f 'mot I O3 C-C I G�G WOOD IE40EA WOOD HEADER I m REQUIRED I 1 o RFOU/AD 1 ri 1' ' (u� SEPARAVON ^ = TO GLASS o l Ar.. I Z SEPARAMW W TO aA49 I I d DE7A2 2/,/5� I j v I 1 Y 16 I 1/ab-ZO SS o EXr571NG �7/<•6-ZO Ss. I DOLTS W/ LYASS ' / a:3/J2' ® I / Iv�NG NUf/#-j Y�8 WING NUT M Conn 0 7T."O.G E0 l� �-J '• \\\ E0� ED• i EOI .J75' l a b LAG SCR£1•rS 0 6" 1 ab!AG SCREWS GG W/7 r/z"6fm a.. o. G W/1 27/32- THRFAOD 2'x a'PCA /OM17DTN PENEMATION 0 UlO DTH Of l70N PLATE0 IIEINN///i�j�- MlOW/DTH OF PLA7E O . REONREp ?'x a'P!A R£OUlReD' 1N7ER10RLY REMDVAB[E PANEL Ol W/ s1DEY/ALx 80Lls SEE DETA2 2 .�'1�` ;\\IE,Ysf••;!�=_ 10LES AT 66c)CINNT0 6'O.0 FASTENED \\\ V _ AT REAR Wj 7/6'ox3/32';VNa NUT- ALTERNATIVE 12A* ALTERNATIVE 12B* 0 Zt�RY=41f"Lx EMT. 67 /t 6TATE OF WALL MOUNTING INSTALLATIONS crs •' SECTIONS 12 *VALID FOR Max. +63.5, —63.5 S/ONAL r!1� SCALE: 114"= 1" A.S.D. DESIGN PRESSURE RANG. lmo........ (1' _INSTALLAT/DNS VALID FOR PANELS a) USED JOINTLY WITH INTERIORLY REMOVABLE PANELS n v INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FLORIDA BUILDING CODE (Non High Velocity Hurricane zone) C2017 MY=.01c 0,050"BERTHA ALUMINUM STORM PANEL LG (2.25 DEEP) DPAWN BY; EASTERN METAL SUPPLY, INC �22" E C O INC. 4268 WEsr RGA05 ORNE nLur 1 1119 d CNGfNCFR1NC COMPANY WE4T PALM 6£ACN,FL J3407 oau N�aefn u-5+..> xA'.`+H 0.amp;n s1reE PRONE(560209-826.7,MX�(56f)841-1716 17-096 Fnxe:(YA51J71-fl.la.fv:ryalJA7f—fSfl E6-00O57)9 aim. ma DRAWING No WALMR A OLLR'✓r.P.E. FLORl04 Lie. 4d 767 SREE7 13 OF fi 1/40 S.S.LAC SCREW ®THREAOC.£O PENE/TRA7TON {- LTERNATNELY, TRACK f.LAY BE ATTACHED ®JHRFAO£D PENE/7RAnON till �( A 4'x 8'(V-)EXIS77NC 70 HOLLOW CfiL/NC AS PER DETAILS SHOWN 1 ,� ✓ �-\ WOOD BFAW REQUIRED. fQ-Y-E ON ALTERNATIVE 9A, SHEET 1J. <'x B'(M.'n.)EXLSDNO �:'•�'l•�••C••••••�• EQ_E WOOD BEAN REQUIRED. �:• CENSF••�'� STRUCTURAL ADEQUACY E'..--- �. OF E71ISnN0 4000 STRUCTURAL ADEOlLACY f/4b S.S. 1 'MIN' BY G757ERED ENG TO BE GINEER 1/4b SS. TAG SCREW BEAM TO BE CERngED ` *� OF DOSRNG WOOD 0 4'O.C. IV/1 f/2'MIN' OR ARCH17ECT PRIOR �E ®4' Dr REGISTERED ENC/NELF THREAD@ PENETRAnON 0 1 W/I 1/2'M1N. - 70 SHUTTER 4NSIALLAnON.(-I-) EO OR ARCFOlEG!PRIOR a t - j 0.?5' INR£AO£O PENETRATION TO SHUTTER MSTALLATION("�) A S 0.25' ' f r.� 7 tqmn I m GenL o i C-E } SEE SCHEOUt£ �/� C SE£SCHEDULE I + !n� 1 FOR Ul i Y Gu SNr`J FOR 6fh. I 1 2 C SEE SCHEDULE o O NO- SEPAPADOH I o f�T'LSTING FOR Min. I 1 To�� W SEPARAT70N y, Nr, SEE SCHEOVL£ 2 LA55 V TO CLASS I .Wr^.. FOR Min. I SEPARARON rn I I SE cAR477ON I t 7D GLASS 1. g IASS a r 11 I Cl_ I DETAIL 2 W I a 7/8'O x J/J2' I 7/e'0 x J/JZ" 3 µ a NUT® WING NUT a Y�8 I r IVUNG NUT JO J?• If 71. o x J/J2' i Y�8 EVERY STUD EVERY STUD A I �. WWG NUT O 10 i 0 12"0.a /r O 12'a.a 7 j EVERY STUD C. 17 i EVRr 51UD 10 I G>�L / I Cant I 0 12-0.C. Cant i cant T- 11 AL LEG TO�CAAO I At7ERNAT£ 1.125' I.I 5' I` I T-LEG LOCAnON `\I r 1.125' , r.r \; - - ` @ I �SDOD DECK 2 ,6 _ —µDOD DECK 2'x 4 i RECUPW 1" REOUWED r I µDOD DECK �_7'x 6' 'R.C.URED ` "GO DECK r r•� RfOURLD 11410 LAG SCREWS 0 4'O.Cf INTERIORLY REMOVABLE PANEL(DWI INTERIORLY REMOVBLE PANEL! IV/ t !/40 LAG SCREWS 0 1'OC. SIDEWALK BOLTS(§EE OEPIL 2) 1 9DEµlLK BULTS EF DEO 2)_f 114 0 LAG SCRM 0?'0,C W/1 1/2'MT.V.7HRFAOEO PENETRAnON W/7 I/Z'M/N. TNR&L7@ PFNL7RARON �N'1`' -TO 1 7NRU S/8'o 1/40 LAC SCREWS 0 4'O.C. —r COAIN D TO nfRU 5/Bb IV/1 1/2•MIN. n/REIDED PENETRATON HOLES AT 1 0 6'O,C&FASTEN@ W/1 I/2'M1N. THREADED PENEM77ON HOLES AT ! 0 6'O.0&FASTEN@ AT REAR I 7/BbxJ/J2•WING NUT AT REAR W. 7/8"OxJ/J2"W1NC NUT 0 EVERY'WOE, btiLr O EVERY S/OLlvALK 11007 ALTERNATIVE .136 ALTERNATIVE 13B ALTERNATIVE 14A ALTERNATIVE 148 0-MAfG & FLOOR MOUNTLNG INsre//e rrn/va CEILING A FLOOR MOLINri G Mare t t a ran S SECTIONS 13 SCALE, 1/4'= 1 SECTIONS 14 scALE:1/4•a 1' 1875— 3 I/4=20x1'SS&DEWNX BOLIN K'/3/4•SLOTIED NEILC FIXED j0 —TNIFMORJ' PANQ f F INRO XEY HO[F 2®fe' 7/8'e x 5/JI' IY/rf4=zG NUT Ar RFA2 V�E NOTE FOR COMBINATION OF SEC77ONS o•a c I PA' FLOORNED IN Y WAY T S SUIT A S CAN BE INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS COMBINED 7N ANY WAY TO SUIT ANY INSTALLATION, L I I 7 j 1 I NOTES, FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) \ rzon ntrscv urc. 0.050-BERTHA ALUMINUM STORM PANEL L.C.1, INSFALL417ONS ARE ONLY VALID FOR ASD. DESIGN PRESSURE R477NC (2.2$"DEEP) ORAµN gY.. \ f I UP TO +65.0, -65.0 psf AND PANEL'S LENGTHS UP 70 9'-O' 07/26p7 1 A50- ` 1Z HOLE 0 6'QC 2. FOR NEfY{MOOD F77AME CONSTRUCTION:µ400 MEMBERS TO 8E SOUTHERN EASTERN METAL SUPPLY, INC p261 DETAIL 2 INSTALLATION OF 1/4ir1' PINE No. 2, V!/SPECIRC CENSI7Y OF 0.55 OR EQUAL. 'L E C O INC. 4266 DrSr RWS ORNE raur TESTING&ENGINEERING COMPANY 6'ST PALM 6--4M FL JJ407 SIDEWALK BOLTS O REACOVAB E PAN e1s1 Nc 4rrn sL rox vt w cwmw N.10 PHONE.(56f)209-826J,FAX'(561)841-1716 17-096 Fes• L'a3 I—.r:0melerr_rm SCALE-I'=I" EB-0006719 nrsvry our ev.N ot�nov DWI47NC No WALIER A nLur Jr.P.E. arR r4-au /•'rl SHEET 14 pF 71 FLORIDA Lic 44167 n ' U On tp SCIS Home Log In User Registration Hot Tapia Submit Surcharge Scats&Facts Publications Contact Us BUS Site Map Unks Search `rlolido t use •.Public Product R Approval er Product Approval Menu>Product or Aoollcation Search>Aoplication List>Application Detail FL# FL11968-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived u Product Manufacturer Eastern Metal Supply Address/Phone/Emali 4268 Westroads Drive West Palm Beach,FL 33407 (800)432-2204 [rod rig uez@eastemmetal.com Authorized.Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Storm Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit,Jr. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Henry Kampmann Jr. 2- Validation Checklist-Hardcopy Received Certificate of Independence FL11968 R4 COI EASTERN METAL SUPPLY•INC. DRAWING 17-098 CERTIFICATION OF INDEPENDENCE.PDF FL11968 R4 COI EASTERN METAL SUPPLY.INC. DRAWING 17- 095 CERTICATION OF INDEPENDENCE.PDF FL11968 R4 COI EASTERN METAL SUPPLY,INC. DRAWING 17-096 CERTIFICATION OF INDEPENDENCE.PDF FL11968 R4 COI EASTERN METAL SUPPLY2cINC. DRAWING 17- 094 CERTIFICATION OF INDEPENDENCE-odf Referenced Standard and Year(of Standard) Standard Year ASfM E330 2002 SSTD12-99 1999 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL11968 R4 Eouiv EASTERN METAL SUPPLY.INC. DRAWING 17- 09S LETTER EQUIVALENCE BETWEEN SSTD 12-99 AND ASTM E- i EL11968 R4 Eguiv EASTERN PI cTAL SUPPLY,INC, DAAW1NG 17. 098 l.ErrER OF EDUIVA_ENCE SeTD 17-99 AND ASTM E!10 fi 0 FLI196B 84 E X SUPPLY,ING_DRAWING 1.7. D46 LETTER EQUIVALENCE BETWFFN SST() i2.49 AND ASTM EE-19g6.PDF FL1 1968 R4 Enuiv FASTERN METAL SUPPLY2c INC, DRAW UC, LZ qA_ LETTER EQUIVALENT BETWEEN_SSTD 12.99_AND ASTM E-1996.00 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/20/2017 Date Validated 10/28/2017 Date Pending FBC Approval 10/29/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 11968.1 .0.040"Bertha Aluminum Storm Corrugated aluminum storm panels retained or not by tracks Panel(2:25"Deep)-Non-HVHZ- to provide hurricane protection. Drawing Number 17-094 Limits of Use Installation Instructions -Approved for use In HVHZ:No FL11968 R4 11 EASTERN METAL SUPPLY2r INC. DRAWING Approved for.ase outside HVHZ:Yes 17M 0 040 B BA ALi,IM;NU6I,gjggM PA ndf Impact Resistant:Yes Verified By:American Test Lab of South Fiorida.Inc. Design.Prerssure:N/A Created by Independent Third Party:Yes Other:Large Missile.Max.span Is 12'-0"for+25,-25 p.s,f. Evaluation Reports and 4'-D"for+125,-130 p.s.f,for sections 1,3,4,6,7,8, Ei 11968 R4 AF EAMR14 MErAL S IPPLY2c INC. DRAV41NIG BA,9 and 11.See sheet 10 of Installation drawing for other 17-OM PRODLICr EUALLAIION RE TAW spans and pressures,Valid only for wind zones 1,2&3 as Created by Independent Third Party:Yes defined by ASTM E-1996. 11968.2 0.0501 Bertha Aluminum Storm Corrugated aluminum storm panels retained or not by tracks Panel(2.25"Deep)-Non-HVHZ- to provide hurricane protection. Drawing Number 17-096 Limits of Use Installation Instructions Approved for use In HVHZ:No ELI 968 R4 11 E&cMN MET_ALUPPLY.INC. DRAtVING Approved for use outside HVHZ:Yes 17-696_0.050 BERTHA ALUMINUM STORN_PANEL.PDF Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party:Yes Other:Large.Mlsslle.Max,span is 12'-11"for+30,-30 p.s.f. Evaluation Reports and 8'-2"for+75,-80 p.s.f.for mountings without"h" FL 11968 R4 AF ACT RN p1ETAL SUPPLY INC DRAW"ING header,See sheet 5 of installation drawing for other spans 117 EVALUATION REPORT.PDF_ and pressures,Valid only for wind zones 1,2&3 as defined by Created by Independent Third Party:Yes ASTM E-1996. 11968.3 24 Gage Galvanized Bertha Steel c orrugated galvanized steel storm panels retained or not by Storm Panel(2.2S"Deep)-Non- racks to provide hurricane protection. HVHZ-Drawing Number 17-095 Limits of Use nstallation Instructions Approved for use in HVHZ:No LI196e R4 If EASTERN METAL SUPPLY,INC DRAWING Approved for use outside HVHZ:Yes 24 GAG GAGF GALVANIZEBERTHA STEEL Sj5)gg Impact Resistant:Yes PANEL,PDF Design Pressure:N/A Verified By:American Test Lab of South Florida Inc, Other.Large Missile:Max.span is 9',T'for+30,-40 p.s.f. Created by Independent Third Party:Yes and 7'-2"for+70,-80 p.s.f,for panels mounted without"H" Evaluation Reports header.See sheet 4 of installation drawing for other spans FL11968 R4 AE FASTFRN METAL SUPPLY,INC. DRAWING and pressures.Valld only for wind zones 1,2&.3 as defined by I. -09S PRO UCT FVALLlATtr1 RPPORT,PDF ASTM E-1996, Created by Independent Third Parry:Yes 11968.4 Clear Bertha Storm Panels(2 1/4") corrugated poiycarbonate storm panels retained or not by Drawing Number 17.098 tracks to provide hurricane protection. Limits of,Use Installation Instructions Approved for use In HVHZ:No FL11968 R4 11 EASTERN METAt UPPLY INC, DRAWING Approved for use outside HVHZ:Yes I7-098 CLEAR BERTHA STORM PANEL 2.2S.PDF Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure:N/A Created by.Independent Third Party:Yes Other:Large MI-ssiie,Max/span Is 10'-0"for+28,-28.p.s.f. Evaluation Reports A.S.D.and 4'rO"for+105,-110.p.s.f.A.S.D desgin load.See FL1195B R4 AE EASTERN METAI SUPPLY,INC, DRAWING sheet 3 of Installation drawings for other spans and pressures. :17 98-,EaDQU.CT EVALUATiON_REPQRT.FDI Valid only far wind zones 1,2&3 as defined by ASTM E-1996. Created by Independent Third Party:Yes eioeW r�nvt COMM Us::2601 nlair Stnne Road.Trino"sue FL 32399 Phoney 850-437.1824 The State of Florida 15 an AA/EEO employer,rnnvrinht 2007-2013 Sete of F:nriI4 ::eriyeCYStetement::Arressihtfav Statenent::Refund Statement Under Florida law,email addresses aru public records,if you do not want your a-inau address released in reapdnae to a public-records request,do not send electronic map to this entity,Instead,contact the office by phone or by tradltionai mail.If you have any questions,please Contact 850.487,1395.-Pursuant to Section 4SS.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address It they have one The emads provided may be used for official communication with the licensee.liowever email addresses are public record.It you do not wish to supply a personal address,please provide the Department with an email address which can be made avollable t0 the public.To determine if you are a Icensee under Chapter 455,F.S„Rase chck ham. Product Approval Accepts: 11aft lgr_�iR ,tti�® Credit Card safe �'I,@Cry'_}a i«i1 BCIS Home Log In User Registration Not Topics Submit Surcharge Slats&Facts Publications Contact Us BCIS Site Map Links Search ba {, I Product Approval i USER;Public User Product Approval Menu>Product or Anolicaton Search>Application List>Application Qotall REVIEWED "'EWE® FOR Application Type RevisionR7 CODE COMPLIANCE Code Version 2017 STv LUCIE COUNTY Application Status Approved ��''!C ®`+add Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive RECEIVED West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com 3 0 2020 Authorized Signature Bill Feeley Permitting Department Irodriguez@easternmetal.com St,Lucie County Technical Representative Address/Phone/Email e�j C®�➢ Quality Assurance Representative J1tt' d Address/Phone/Email Category Shutters Subcategory Colonial Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit,Jr.,P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Henry Kampmann Jr. 2 Validation Checklist-Hardcopy Received Certificate of Independence FL8200 R7 COI AMERICAN SHUTTER SYSTEMS ASSOC INC DRAWING 17-216 CERTIFICATE OF INDEPENDENCE PDF Referenced Standard and Year(of Standard) Standard Year ASTM E 1886-05 2005 ASTM E 1996-05 2005 ASTM E 330-02 2002 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/1 512 0 1 7 Date Validated 10/13/2017 Date Pending FBC Approval 10/17/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 8200.1 Bertha HV Colonial Shutter Drawing Extruded aluminum blades assembled together and retained Number 17-216 by Jambs/headers to provide Hurricane Protection Limits of Use Installation Instructions Approved for use In HVHZ.No Fl 8200 R7 11 AMERICAN SHIr11ER SYSTEMS ASSOC, Approved for use outside HVHZ:Yes INC. ORAWC, 17.716 BERTHA HV COLONIAL SHUTTER.PDF Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure:N/A Created by independent Third Party:Yes Other:Large missile level"D",Wind Zones 1,2 and 3,Max. Evaluation Reports width is 60"and Max.height is 96"for+45,-55 p.s,f.A.S,D, Fl 6200 R7 AF AMFRICAN SHUTTER SYSTEMS ASSOC., design load,and Max.width Is 52"and Max.height is 66"for INC. DRAWING 17-216 PROD�C7 EVALUATION REPORT.PDF +50,-55 p,s.f,A.S.D.design load(double panels)and 105" Created by Independent Third Party:Yes maximum width and 66"maximum height for+45,-45 p.s,f. for concrete and +40,-45 p.s.f.for wood for quadruple panels. {Sack t;++vt rent,,,�,ri 115;;7,�st11 riia�r S+rrn.,fin u},7nh,+t,,,;,,ss»«F 3 9+N1 +,ig?t+!s N5}l•A$7•tb7•t The State of Florida is an liNCE0 ampioyor.Ccnvrinht 2007.2013 Smre of Rardfa,tl pr;vacg jntnment::A=� 'hi'-'.v c,a;,,,,,..nt::1100.1 StOtarnnat Under Florida wo,email addresses Pro isvoix records.if you do not want your a-Mgin address releases in rrsponse to a public-retards rerduest,do not send electronic mail to this entity,instead,contact the office by phone or by lradilional mail.if you haver any questions,pleas¢contact 850.487.1395.-pursuant to Sectwn 455.275f1), Florida Statutes„effective October 1,2012,licensees hcensnd under Chapter 455,P.S.must provide the fltpartment with an email address if they have one.The emans provided may be used for official communication mth the licensee.However email addresses are public record.If you do not vrlsh to supply a personal address,please provide the Department with an email address which can be made availabia to the public.To determme it you are a Licensee under Chapter 455,FS.,please click here. Product Approval Accepts: _ ® ro—a5l- Credit Card GENERAL NOES: NOTES: 1. BERTHA H.V, COLOMAL SHUTTER.SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (p,E.O,) HAS B,1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO THE POURED CONCRETE UNIT SHALL BE BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (6th EDITION) OF THE FLORIDA 1 3/4" AND IN CONCRETE BLOCK UNIT SHALL BE 1 1/4-. BUILDING CODE. THIS COLONIAL SHUTTER SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES (MIAMI DADE/BRO'NARD COUNTY). B,2) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES B.1). FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED FOR A OfRECTIONALITYDES FACTOR SURE 5.USING DICE 7-10 AND SHALL NOT EXCEED THE (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS A14D SPECIFICATIONS MAXIMUM (A,S.D.) DESIGN PRESSURE RATINGS INDICATED ON NOTE 2. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 OF THE ANCHOR'S MANUFACTURER. SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO TO COMPARE THESE W/ MAX• (AS.D)DESIGN PRESSURE RATINGS INDICATED ON NOTE 2, 8, EACH SHUTTER SHALL HAVE A LEGIBLE AND READILY.VISIBLE MARKING INSTRUCTING OWNER OR TENANT TO SECURE SHUTTER WITH STORM BARS & SAFETY PINS DURING PERIODS OF HURRICANE IN ORDER. TO VERIFY THAT ANCHORS ON THIS P.E.D., AS TESTED. WERE NOT OVERSTRESSED, WARNINGS. A 337 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NOT USED IN THEIR ANALYSIS, HOWEVER, FOR CONNECTIONS INTO WOOD, A 1.60 WIND LOAD DURATION FACTOR WAS USED 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE TO CALCULATE SCREWS SPACINGS. STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR TO BERTHA H.V. COLONIAL SHUTTER'S ADEQUACY FOR IMPACT AND CYCLIC RESISTANCE HAS BEEN SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL BUILDING TO PREVENT WIND/RAIN INTRUSION_ REPORTS # i215,01-06 AND # 0131.01-07 WITH ADDENDUM, AS PER ASTM E 1886, ASTM E 10. OWNER TO BE RESPONSIBLE FOR PROVIDING A SUITABLE PLATFORM OR BALCONY WHEN SECURING 1996 AND ASTM E 330 STANDARDS, QUALIFIED FOR WIND ZONES 1, 2 Y 3 MISSILE TYPE O UNIT DURING HURRICANE WARNINGS. (BASIC PROTECTION). 11. BERTHA H.V. COLONIAL SHUTTER'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS 2. SEE ELEVATIONS ON SHEETS 3, 3A, 4 & 9 FOR MAX. A.S.D. DESIGN PRESSURE RATING & MAX. DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE SHUTTERS DIMENSIONS. PERMIT IS APPLIED TO. 3. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063-T6 ALLOY AND TEMPER, WITH 12. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT COLONIAL Fy=- 25.0 ksi MINIMUM (UNLESS OTHERWISE NOTED). SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA 4, ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES WITH 50 ksi YIELD POINT AND BUILDING CODE. 90 ksi TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3,3.4, 13, (A) THIS PRODUCT EVALUATION DOCUMENT (P.E.D_) PREPARED BY THIS ENGINEER IS GENERIC AND 5. BOLTS TO BE AISI 304 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; 1. E.'WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.O_ 6, ALL ALUMINUM POP RIVETS TO BE 5052 ALUMINUM ALLOY WITHALUMINUM MANDREL, (8) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION 7. ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS PRODUCT EVALUATION DOCUMENT, PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. (A) TO EXISTING WOOD FRAME WALL: SOUTHERN PINE No.2, G=0.55. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY, -. 1/4"0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDEX, INC. (C) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF ALTERED BY ANY NOTES: MEANS. A.1) MINIMUM THREADED PENETRATION OF TAPCON ANCHORS INTO WOOD SHALL BE 1 1/2". '(D) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR A.2) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND EYISTISE WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL SUBMIT TO THIS LATTER BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES A.1), THE SITE SPECIFIC DRAWINGS FOR REVIEW. �rprrnrn���� (B) TO EXISTING POURED CONCRETE MIN. (f'c = 3192 p.s.i) OR ASTM C-90 CONCRETE BLOCK �4••�I(`(11 A• ELVAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE - 1/4" 0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W./BUILDEX. e,t ..........F R+ SIONAL ENGINEER OF RECORD THAT`PREPARED IT. y� JGENS • % FLORIDA BUILDING CODE (Non High Veloeify Hurricane Zone) {�o •t ezon mTEm,01C. ,44167 ASSA/ BERTHA H.V. COLONIAL SHUTTER � • - �THIS DRAWING SHALL ONLY DRar87 6Y: BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA '0 5 �(�`/ e�,� AMERICAN SHUTTER SYSTEMS ASSOC., INC. 0°DAM �••••O•....... r\�;1, I L E C O INC. 4268 Y�ROADS DRM DATE- V TIWT TESTING&ENGINEERING COMPANY WEST PAW BEACH.n-33407 S., axa a xs.>,.m.30.5.SC1"A USSCSS.n„Las PHONE;(eop)432-2204,rA(:(Sf)209-e3eo 17-216 V na.,fxs7arl-Is:°.rm:txstnl-Iv1 ONA 41 EB-0006719 ORAM;NG N. �'�ai�rrrrrr WALTER A.TIWT Jr.P.E. a°Ism mn FLORIDA U.. 44167 SHEEP i Or T4 FOR WOOD �3.835 INSTALLATIONS W/ _-, _FOR POURED CO WALL & oo .q5--I 3.835 INSTALLATIONS BLOCK WALL 910" —910"� { �9 / INSTALLATIONS W/C�� r 1 �.�0/j•I t .187" 213" 2.330"� 'moo 10 N ".�s T.525" o j m' - 0 s, 083" I.045� (t.030) r` -108" Sn in 1 .1191._ cNi,t. 0 of S. (TYP.) + � '? { 2.375" j I j J�� '' (FOR WOOD & POURED t'-•240' g�� �i I I i � 0. 1.625---} }---1.700` i a01, CONC. OR CONC, 1 1 of j 1 BLOCK WALL) i o 2.000"—� L--2.125" (t.020)—�1 �}��J" �—.324" - I F—.680' 1.820° o O LOUVER At AIRFOIL OPTIONAL © FLAT HING DOUBLE HINGE TOP & BOTTOM RAIL JAMB BLADE LOUVER BLADE TOn 6063-T6 Alum.ALtoy i O63-T6 Alum.ALLO 6063-T6 Alum. ALLOY 2" LONG, C DOUBLE HINGE 6063-T6 Alum. ALLOY z DOD' 063-T6 Alum. ALLOY VIEW Y 2" LONG. �2.000"- 0.375" .620" 5/16"E 2.125" SMOOTH --1 r0.500" EXTERIOR Ho-\ 100" ( J T N G% If li 4NJAP, o 3/8"0-16 2 SS. RE SI II " © STORM BAR TYPE 1 = {�a q H.V. SAFETY PIN --.500" --,I a }--.5�0�. --3.000'� _ NIo } n N II --7 FRONT SIDE VIEW ! 530" I / 1 It----i I .620" I; �F H.V. STORM BAR CLIP L 6063-T6 Alum. ALLOY O S.S. HINGE PIN ISOMETRIC 2 ,/B"LONG G1 STORM BAR TYPE 2 W/ LOCK NUT r-0.250" N.T.S 1 �f S.S. H.V. SAFETY PIN j �2.500"� E COMPONENTS W/ 2 S.S. WIRE SNAP —.875-' jI .250"— i o � a N rr''r�p.T�wLE: 3/4" = 1 tt o (G 'x gyp•406T � FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone.437- — O NON N HURRICANE * �70,7„LTECD,rr:c. �.L 250" it ASSA / BERTHA H.V. COLONIAL SHUTTER � ,,�: [i 1_/4"�-20X2" S S HEX HEAD BRACKET ANGLE 6063—T6 Alum. ALLOY ��,p.P• ���� AMERICAN SHUTTER SYSTEMS ASSOC., INC. 08711/17 BOLT W/DIE CAST ZINC NICKEL 2 1/8" LONG. oFL ,�' �� IL ECOlNC. 4y6B WEST RMS DELVE 07 DATe S/ONAL !!!1!r'r uRve�( g�gl�aa'imEAJos A' r[s FH07lE:(W0 633407 31 220�4,Ff (5 20S-8780 17-216 PLATED WASHER WINGNUT EB-0008719 ocwrcn wm t,�o OAMJG N. SVALTER A.TILLR Jr.RE a0 ts-uv x/n/n � FLORIDA Lic. 44157 SHEET 2 OE:{ B +©OR C1 +OH (6) REQ'D ALWAYS TYP. 30" MAX. UNIT WIDTH. - —30" MAX. UNIT WIDTH. �mD CER �C D ( 1/a' __..,t,t III' to o ! I I — MAX. 1/a. ! O O i ,/ (_ ° ° O Oi POURED COLIC.0R% /'I1�' I C_ONC.BLOCK W \ I• c ° ._____-__ ____. j f- _-_-_ ftcOUIREO. jG 3 RE 'D '" ! MIN- 0 o Q t i ALWAYS TYP � • O t. c i I � i :I. i / i I 01 WAYS TYP. (2)p 1a2- i — - 55.S.U.S EACH (2 1 14a2' OF (TYP.) ° °' o I;b o f 1 0 0 OTOOE(1TP.). q S.S.s^xs EACH 14 I < Ccm. OTO(y(M.). � � iV — _. a4 Ed — — I E t5 f F �—' rJ g o I o 0 0 o . 1 11 r SEPARAlla1 13 1/2•SIN. l / I TO OLA55 I—SEPARATION I -- 1 = TO cuss I 0 0 ____ I °G �( a — K ADD(2)�14.2'S.S./ '• - A OR Al TYP. I a /� ( ) i A R Al (TYP.) < _ °.._a $S. .0 O I (AJIORT SJA�$ AT tIDH G f: G C ATv OR I S IImH A7 -- CA I OC11 I = ( I ` -o(2) REQ'D. .._� ' O;oS S EACH S-C AALLWAYS TYP. ;� _____ ____ \ / (2)if 1ft EACH / a _ I I°' ° ° i1 C/ O':L ` k5 :6AI /a cs I 1/4'Sl%fILAR MAX. _GcnL MAN.GAP o�e -- - _ —— a O - Q 2' POURED CONC.OR\ 2' O NIN. :C •/� jl r - REEQJl�OCK Mil l. N. I : 10 O OI 1— to 0 i ! / O O: 1:�00 PLATE—/ t; ' I REODU7'cD :•)'I�t 1 I ,1 (; '.J WOOD STUD 0 21:i _SECTION C—C REDU REO"`"' SECTION C—C 60" MAX, WIDTH. (VIALL MOUNT) (WALL MOUNT) HURRICANE POSITION HURRICANE POSITION SCALE: I/$. 1' II,111//IIIW�p SCALE: 1!4's 1' TYPICAL EXTERIOR ELEV. DOUBLE PANEL FOR WOOD OR CONCR t ���`�AT� T✓`__ (HURRICANE POSITION) J�ENSF '*%. = FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) N.T.S. ' '• No.44167 i C2017 TILTECD,i YL * ASSA/ BERTHA H.V. COLONIAL SHUTTER CWN err. AMERICAN SHUTTER SYSTEMS ASSOC., INC. De/1+/17 MAXIMUM A.S.D. DESIGN PRESSURE RATING = +45 —55 sf. I = �'� p� ' IL E C O tmc. DATE. w Y 4268 WEST FORDS 334 O/. •'•. '• T IT TESTING&ENGINEERING C04PANY WESE PN.1A 6EACH,FL 7J40] )7—L1 6 _•,TIl6 PHONE:(BOO)4]2-2204,FAX-(561)209-81EO V 4 FMsr:f..Y+)971-19]0.Fm:(JGS)1T1-15J1 �',ONA����,I WALTER A TILLIf19r.P.E. pp�g.�p wtT ���"a wt[ OPAri7t.0 Na: RDRIDA Lie. 44167 m/n/n av SHEET O Or i4 I-S+GOR Cl +a(6) REQ'D ALWAYS TYP. 30" MAX. U11IT WIDTH.-----r—_30- MAX. UNIT WIDTH.— C �0 a //__@ I_. /--@ 1 0 0: L(Ax :0 0 1 0 0: C, ------- 71-- 0 POURED Ch'C. ELD OR- 0 G 3 REQ-1) < 2 Eouxv). ALWAYS TYP. ------- DET. 1 0 MIN. '(a UI F (2) REQ'D. EA • WAYS TYP. OF(TYP.) Q 01, 10 Q I (2);14.2"(I- 6.5io9.m5 EACH I QED ommy? p a OR Al (TYP.) OR Al TYP_ 0 0 0 x < (a GLASS"—i 1— 1 3 S SEPA,;E��GN G c­ _—T-71II i TO GLASS cs 'a 0 ADD b)111�2-S.S.I Sk6.p AT A, M. Lu JD1111 C. 0 0 ---—--- —------ 0 < Irv, 0 (2)f 14.2- F (2) REQ'D—--------I S.S.&M EACH F.-O (Dio(D WAYS 7Vn 0 0 0 10 O'l 10 114-so SIMILAR G MAX.CAP' B 5 -------- A ...... A A/5 B 5 0 -------- ------- i .... 7�� -------- 2� POURED=C.V�AU 0 OR CO NC.BLOCK VIALL REOUIRM 0 a a T No.4416 0 0: :0 0 0 O SECTION C—C �-A HURRICANE POSITION .......... �c (VIALL MOUNT) SCALE. 1/4"- 1- 1 —60" MAX. WIDTH.-------] ONAL, isll ..........fit I TYPICAL EXTERIOR ELEV. DOUBLE PANEL FOR CONCRETE BLOCK. .(HURRICANE POSITION) N.'' C2017 TILTECO,p4C. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) MAXIMUM A.S.D. DESIGN PRESSURE RATING +45, ASSA / BERTHA H.V. COLONIAL SHUTTER U.L. psf. CRAWN BY. 11/17 AMERICAN SHUTTER SYSTEMS ASSOC., INC. "DATE. 11LIEC0.111C. 4268 WM ROADS DRNE TILLIT IU&ENGINEERING COMPANY `ES T PALM BEACH.FL 33407 PHONE:11 _��_11411-1104,FAX:(561)209-VOO 1 7-21 6 )DEB-CCO6719 DRAvrnc 11. WALTER A.TILLff Jr-P.E. FLORIDA Uc.#44167 2 B +G OR , +@(4) REQ'D ALWAYS TYP. 26" MAX. UNIT WIDTH. 26" MAX. UNIT WIDTH— to F-4 0 ............... 0 of —0 1/4- D to 0 C, 0 x ------- < P OR' O =1-7.MIC OR 2- REOUIRED. C-4 MIN. 2- t ,-DET. 1/8 MIN. ------- OE 2 REQ'D. �0- @EACH'- ------- S TY p D(TYP.) 6 o C -to EW-11 I. to re -01 ------ 1 3 1 lzr*w1 3 1/2' C:) I L S EPARATIO3 TO CLASS to 12)114�2"S.S. I 10 ul ADD( -OGC� ADD(2)J?4,2' Sall TrO" AT(,�� ,T(6,.A It OR 5-1A,I X 0 < 0 6 SIMILAR OR (TYP) .2.) (2) 1�.2' OR (TYP.) '75 Z 0 (E)mp.).. cza 9 OF TO -------- B/5 AXIS A7!5 I A�5 7 lx= '--(:G)cone. 1,14- MAX.CAP --0 to 0 r : 0 0; (m) OR CA)Mj 0 0 sl It MIN. PO N OR 2' MIN. CO. L I. PIE L C LQ - 52" MAX. VVIDTH. I L& 2-.4- 'LAIC----/ .A.00D "llI ,}, !,V�, L-OD REOLrjRtD TYPICAL EXTERIOR ELEV. DOUBLE PANEL WOOD STUD a 24' O.c I= SECTION C-C RED.W f RED. SECTION C-C (HURRICANE POSITION (VIALL MOUNT) (WALL MOUNT) HURRICANE POSITION HURRICANE POSITION SCALE.1/4 m 7 SCALE,-1/4'.r MAXIMUM A.S.D. DESIGN PRESSURE RATING = +50 5 ........... N ENSj`--. FLORIDA BUILDING CODE (Non High Velocity Hurricane %. % *cone Zone), NO.4416T C2017 TILTECO,IFIC, ASSA/ BERTHA H.V. COLONIAL SHUTTER U.L Vwn By. AMERICAN SHUTTER SYSTEMS ASSOC., INC. O6/11/17 CATE-. A. Y�g2 8 V-IST ROADS DRIVE IWT TESTING&ENGINEERING COMPANY T60 SEACH.FL-W.07 PHONE:(800)432-7 -($r -8380 17-216 P� -201.FAX 1)209 ORIAING N.: lilt Il SHEET 4 OF 14 1 POURED CONC. CONC. ' (2) 2"x4"5Y000 BLOCK WALL REQUIRED. STUDS REQUIRED--, / % ®CORNER (Typ.) v. EXISTING GLASS. \� 1 2.70' 2• M -------- ----------------- NFFN j/ V2W V�y4 2.125" MIN,� Ina o B E PENETRATION z m o NOT�HED CE.) 2.125'MIN. —NOTCH ED o AT V RAIL BLADE PENETRATION �f•, AT,J RAIL �zN,<"� E PE MIN. 2-725" MIN.TPA � / BLADE PENETRATION BLADE PENETRATION �)WOO ---------- (2) 1/4"0 TAPCONS I.TI.T.W.T. .-� BUILDER (STAGGERED) TOr ' r,.yx� _- ----------- L_____.—_—_ i i I �I OO�y,.729"—'500— , WALL. ___ __\ - - -- - ---- -- -' --- --- ��----------- \ ,\ \ (2) 7/4'0 TAPCCNS LT,W. s____----- -_ - �____------ \BUILDERSTAGGERED / ' l/2'Min. THREADED � ENETRATION TO WOOD ! \� #14z2' S.S. S.M.S. AT TOP j = .� (�0.125 \ n - J P _ AND BOTTOM CORNERS ADD� MAX, GAP L 2 #14z2'S.S. S.M.S. AT TO_P.� n14x2" S.S. S.M.S.AT MIDHEIGHT AND BOTTOM CORNERS ADD (2) V (4) 3 J SECTION A—A �14x2 S.S. S.M.S AT tAIOHEIGHT /(4) 3UALUMINUMINUMlNUt•+ � H ALUMINUM LALUMINtJUM B POP RIVETS SECTION B—B POP RIVETS SECTION B—B PLAN POURED CONC. 2.125'MIN. ,..��p�� N.T.S. OR CONC.BLOCK 1�f'-'�1� BLADE PENETRATION P`/ OR ® (�•) A OR ® oyp 2.725' MIN. WAT-REQUIRFD. i `J �—NOTCHEDi 2.125" MIN. 2.125"MIN, / v BLADE PENETRATION I"I 2) 2"x4'Yf00D ,1 Do'--2.70" ;OOi TT f AT OD RAIL BLADE PENETRATION BLADE PENETRATION NOTCHED:g,� E _ I p� i AT 1 RAIL \ rSTU05 REQUIREQ ----_.' r-- , ,500" 1.729' DO' © CORNER ; f ; --- �'- ---, ----- --- I — r I (Ira•) ' --------- ---------- ' i __ f I __i i i ------------_I / I �_ \ L_--_ o f oo+ I wL I t / t I I i ) , _—_____-___yi ------------ -- ----- -- --_----- ________—____ 00 sj —`-OV I/ •L_- yY�_ -____—_—_/`-' ____ e V - _—__—________ __ o-;-- :t,+JlMt�y o (2) 1/4"o rh.Pcorls? (D i.r.vf./BUILDER L_ _ o i t I o/ "jl '� , 2) 1/4"0 7APCONS LT.L'f. o N _ i! j (STAGGERED)TO WALL. ! IL-tau_ _ 9�o'm=n=`--= --'--'—~c"` -'- iJ3P'i' �. -rA`L!+SsTA c - -� -_ ---' -- — —_ �-- BUILDIX (STAGGERED) V// I o •• �e7'J3 ,� I i -=:a1-------- __=_,--__ �1uui11 -L.r - tr - - --i7 1 1/2'Min. THREADED _______ r_____ ____ -+ 1-----gU:3AL•1L�_ __�______ a� `v= ===cnY` _ _ _ _ � yr j I 7 RATION TO W000 ---- - ----- L--------J--- -•--- -T--O-SO i PENETRATION .895' 100 "\` (2) � I soo f.soo" S.S. S.M.S.s.M.s. 1 (2) AI-S. { ass .--I ,( S.S. S.I .500" ,500E (4) 3/1610 fi I �— r Arurm v. I I _ 7)4 \ ALUMINUM :���P•TIL(/7— a) a/te o.^ a, ALUMINUM -� `�B POP RIVETS VIEW 1 (PARTIAL EL �fW`}SF''••'D~_ a ., _ P����BUILDING CODE (Non High Velocity Hurricane Zone) N.T.S. •ti C2017 TILTECO,INC. Np"4067 . y ASSA / BERTHA H.V. COLONIAL LITTER =7� LRAN':BY: * * r r AMERICAN SHUTTER SYSTEMS ASSOC., INC. 08/11 • �` IL E v O INt. DATE: `\ 4268 WEST ROADS ORNE T�WT TESTING do ENOINEERINO COMPANY 1rcSl PALM BEACH,FL.-101 =� ,\� 6).5 Kr.]6u 9L S:r.Ja•,YA:::A C/#FrcS,ft]J:66 FH.ONE:(800)432-2204,M-.(561)209-8:50 1 7-21 6 �? {1 it.,ha6lmt-t6Tn.vw:( fiTt-uat Sr (I{ EB-OOC6779 rccrrnxl wtc pLyy OPASfJ:C NO: ONA JJ�I 1'/ALTER A.TILUT Jr.P.E. pA t5-ECi x/n/t FLORiOA Dc. 44167 SHEET 5 OF K EXISTING GLASS ✓, / 1/z_. r rsn ED. J 3'Mn I ` POURED CONC. OR /rEA. i CONC. BLOCK WALL REQUIRED. 1/8•MAX.GAP `i \\ POURED CONC. OR 1/a4 , RCEON . BLOCK WALL Mx. UI A OR ® (TYP.) Q RED. 1 1 TYPICAL PLAN (NON HURRICANE POSITIONS , A OR N.T.S. . / j (_ ' �-) -----' -, - DETAIL X I1/2" tI _i EO POURED CONC. OR (2) 1/4%, TAPCONS (' jj / CONC. BLOCK WALL LT.W./BUILDER TO WALL. %%�/J \`+ 17 rsn REQUIRED. (2) 1/4"4 TAPCONS='/ / i ,f E0. I I.T.W. BUILDER TO WALL. O /;��',l'� �,/r;�'• it f4` J f � �♦ i'.'J/%�'`i' ° ✓ r �� i OR O �,�,, , F fir// ��%"/•/J ,.,'�/ /�� %% �'�� �; (TYP.) LT .W./BUILDER �' /�• 2 n/16'i/i 5/16" 11 5/16• (STAGGERED) TO WALL. I) - C7 (4) 3/16"0 QH eALUMINUM A OR ^ ` POP RIVETS ----- ''-O 1 ====== __ ,a ELEVATION Y—Y -------- E i SCALE: 1/2"=1" (2) n14x2" S.S. S.M.S. AT 2 1 8"MIN. -u` `(2) 14x3/4" S.S. �,. RA.T� •. / L 12 1/8"MIN.I S.M.S. TO(J AT •�E TOP AND BOTTOM CORNERS rSLADE PENETRATION eLHDE PENErRanoN ,��P�' �/I - LOCATIONS SHOWN 0 t ADD (2) �T4x2" S.S. S.M.S. C N` �� •••'•••••• � •, A7 M{DHEJGHT ELEVATION ON SHEET T ` S'�t'"•,:9 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 3, 3A & 4. :_ No.44 C2017 Te.TE00,INC. * 16� 's ASSA / BERTHA H.V. COLONIAL SHUTTER DRAWN DETAIL X (NON HURRICANE POSITION) °�""!� SCALE: 3/8"=1" :�0�; �'Q\��� AMERICAN SHUTTER SYSTEMS ASSOC., INC. DATE: I L E C O I N c. •`Y•.,,;:;��•1(`�/I\\ 4268'NEST ROADS W4 y \ i I TESTING&ENGINEERING COMPANY WEST PALM BEAN, - 3]<OT AL5 N.w.]bu,b.51,.]es.v.,:f.'I:A 6we05,R:Jleb PHONE:(800)432-2204,FAA(561)209-8380 T 7-21 6 A 4l` ET3-0006719 mrt m.w OKAYING Nc: ��%I^pJl/l rrt Y/R1TER A.17UJT Jr.P.E. an ls-n!Y ra/n/. FIOPoT)A Iic. 44767 SHEET 8 OF 14 EXISTING GLASS ,\�/,•i / � ` :: /•� 2'6t:0.EO- 2"Min.E.O. _________ --------------------------- \ WOOD HEADER. WOOD PLATES, WOOD STUDS OR 1/2•' (MIN.) PLYWOOD SHEATHING - - 1/4' t/8'Max. GAP = _ — 1—=a�� � - �EQUIRED :1 I l I•\ h -- �t qI r 1 /rr fjr � a TYPICAL PLAN (NON HURRICANE POSITION) \\ r i''ir ;;� ;; -� `�{�`� A OR N.T.S. (TYP) - - DETAIL X i 1 1/2" MIN. PLYWOOD •' i, Eo (2) 2"x4" WOOD r—SHEATHING REQUIRED L STUDS REQUIRED rr III 1/z' 1/2 o CS CORNER (TYP-) ,•?,� // �� f� j f r/f, •� f (2) 1/4"0 TAPCONS I.T.W. BUILDEX _--W/ 1 1/2" Min. THREADED PENETRATION TO PLYWOODt/2' 1 // SHEATHING REQ•D. P1/1" EXTRA i''- r ;i ;; Ulu. l i``"°r; j E Xf DISTANCE PASSED PLYWOOD j (2) 1/4 0 TAFCONS I.T.W. _ I MIN. EMBEDMENT '% r , L OR O E UILDEX(S`FAGC-ERED) W1 BEYOND PLriY00D�I� /, : 1'rj TYP. 1 1/2"%:n_THREADED b'-[ PFA710N TO NCJCD 7/2' 1 1/8• t/2" /2' L/2" Y ELEVATION Y—Y NUM '/2•ALUMI OR F ® SCALE: 1/2"=1" H `POP RIVETS TYR ---- -- I E ' \(2) #I4x3/4" S.S. ��\ F FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) (2) ¥14x2" S.S. S14.S. 1v 2 1/8'GtIN. `` 2 1/8"MIN.L S.M.S. TO E'AT NO.44167 ' ` E2017 rVECG"Inc AND TO ADD (2)Mir BADE PENETRATION /1 BLADE PENETRATION LOCATIONS SHOWN ON * ASSA / BERTHA H.V. COLONIAL SHUTTER S.S. S.JA S. AT MIDHEIGHT —`UJ ELEVATION ON SHEETS °� 3 & 4. %� •. � \�` AMERICAN SHUTTER SYSTEMS ASSOC., INC. 09/11/,7 DETAIL X (NON HURRICANE POSITIONS =_°.�' of�c,R!��ati, IL ECO.... 4268 WEST RWS ORNE �''E 1 TILLIT TESTING& ENGINEERING COMPANY WEST PALM BEACN,FL N407 p \ 1 SCALE: 3/8"=1" v a� o1 eas NM.I-".ay. a Y e u w au,5]atta PHONE:(8°D)432-2204,FAX:(581)209-0.•E0 17-21 6 +: NNAI.ti ,it ,_']0.Faz:(]417'],1-,]J, //OIL1 FP-0008719 oCcca,�, urt m.e D:AWV:G tlo: Y:ALTER A TJlIf Jr.P.E. a0,Y4•a �/„/, FI.OrvDA Lie. <4167 SNEET 7 OF 14 -� E r-O f / OR Al (TYP.)— / OR Al (Typ.) � A OR Al rYP. (2) 14x2" - S.S- S.M-S EACH z._- -- r , F TO LE;EACH fG ------- (8 SCREWS/STORM @AR - ------- ---------------- - z - —--- r ;�•- _ -- r- IQEACH --- Y i F T P. e' �I CONT. �; � ,;--- T-'-------- -'�3"--t=---------- - - ----L4 nil 'CONT. f) - _- A1 OR O(TYP.)_ ---- _ — — ( ) ------- - - - 0 -- - - -- -o 0 - _ 1/8" MAX. GAP Al OR OA (rYP.) DETAIL 1 (ISOMETRIC) FLORIDA BUILDING CODE (Non High Velocify Hurricane Zone) N.T.S No.44167 02017 nLTEco.Lvc. ASSA / BERTHA H.V. COLONIAL SHUTTER DRAWN B'h C AMERICAN SHUTTER SYSTEMS ASSOC., INC. 08/11/17 Z .: ,1�� 'L G C O INC. 4268 WEST ROADS DRWE oaTe t. r\ 71LUT TESTING h ENGINEERING GONPANT WEST PALM BEACH•FL 33407 S� e'N�7 II, s u x.]set S,Sa 30sa rAtDS n a:es PHCIE:(BDO)432-2204,FAX:(361)209-838D 1 7-21 6 WALTER A LLITI"P.E. FLORIDA U., 44167 SHEET 8 OF I4 @)+ OR (5 +G (8) REQ'D. ALWAYS TYP. (8) REQ'D A , +@OR @ +@ F---�26" MAX. UNIT WIDTH. —26" MAX. UNIT WIDTH.--26" MAX, UNIT WIDTH------- F-26" M ALWAYS TYP. I Ir AX. UNIT WIDTH. lJ [PC,/10 /-@ Do C./i 0 40 0 0 0 0: 0 o: T 0 0! a 0;F- N ------ i------- 10 1 ---- ------ ---------- ------- t B 0 4 i------- --j L iB —--------- 0 0 REQ'U.—ALWAYS p •------- -------- D]ET, 3) REQ'D. S p DET. 2/14 0 DET. 2/14 0 . ......... ------- (2) REQ'D-.-7 ALWAYS TYP. -01 ALWAYS TYP. 1 o -ALWA .7 :i I p E ALWAYS TYP. 0 0 loc", i f 10 01011101 1 YS TYP jo 11 U. I io cy DET. 2/14 EACH(1) Lu (Ty�'= X A oR g—(, —i! -rl i I Al@ (Typ.) 0 -OOR (T)(TYP.) L, OR (TYP.) OR (TYP 0 ------- OR 0 6 0 - ------- 0 0 P ------- 0 ------- 0 a 0_ ---------- 10 o o I 0 7 ...... G :BM1 I oi 10 6 6 11 B 1 '0 0 /11 6 D'/ll ------ -------- 0 D'/l 1 D cl D'/l I F-0 A'/l A'/l 1 io ....Q- ------- 0 0 0 0 0 oi 0 of I !0 0 7H L@ m C E L@) E ',cl --105" MAX OVERALL Wip TYPICAL EXTERIOR ELEV. �N.F�l .QUADRUPLE PANEL It" ....... ; FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) vc� (HURRICANE POSITION C2017 Tlarco. ASSA / BERTHA H.V. COLONIAL SHUTTER N.T.S. No.44167 "�l BY. • AMERICAN SHUTTER SYSTEMS ASSOC., INC. "DATE: MAXIMUM A.S.D. DESIGN PRESSURE RATING: +45,-45 PSF FOR CONCRETE OF& 11LIE C 0 INC. 4268 VIEST ROAM DFWE - T TESTING&ENGINEERING COA—NY PMW�_WEST PALM BEACH.FL(33407 CONCRETE BLOCK WALL. i`- -�on (800)432-2204.FAX- 561)209-83EO 17-216 • MAXIMUM A.S.D. DESIGN PRESSURE RATING: +40,-45 PSF FOR WOOD. EB-030671i DP�WIG No: IVAL %7ALTER A.TILLIT J,.P.E. L-M, F Flo 1..0 1 1--1 SHEET 9 OF N iI 1/4" WOOD HEADER - --•'" !dIr iD REQUIRED , II';4' 1/4" I F!AY. - MAX. f D) - / - - 1 A: )i POURED CCfdC. OR� - I I I'1..• - CONC. BLOCK "WALLf� `•( I�!� �,'I. 2" REQUIRED. MIN. /�� 2.. "•, r ;I' MIN. I RF� , I r \, SZS.S..tl.S EACH — J' r 1l (2) 14x2" QF TO QE (TYP.). ; S.S. @, EACH ( QF TO Q(ttP,), EXISTING_1 i EXISTING GLASS 1 -- € `--'Jiyl!Cont. GLASS --�r;)Coot. I—SEPARATION r I 3 15/16" MIN, C� �'* ..--�)OR @t (n'P) I'- SEPARATION - Y, -+ !ai (-j1 typ. [ To crass "` t9 2• ( ) (�F) I 70 GLASS r I J ADD (2) g14xZ" S.S. �!^'\ ' ADD (2) f`14x2" A71 AT@[OH Ell GHT § j S.m S OR q IDHEIGHT AT A OR ; t OI I , [ d \ I ( �fi�JCant, I j �..@,Cont. —% OR Al(ttP.) A` I —�LIc1) s?s.s.144sZFACH —� /_Z�.I S.S.N 14xz°-- F; L.1 QF'TO QE (SYP.)- S. S.M.S EACH . I 'Cont. QTOiO(IYP.). ?Cont. [ I i I I I �( I IA.55't 'E1 EXISTING G I GLASS LE) I I I I I 1 1/4" I 1/4„ I MAX- GAP MAX. GAP 2"x4" WOOD PLATE POURED CO NC. OR �,\\ REQUIRED CONc. eLocK WALL \ "� •� ':' ''G({A.71 REQUIRED- T WOOD STUD p 24" rl ,U.C. lAAX. REQUIRED I (I �; � �. fLORIDA BUILDINd CdDE (Non High Velocity Hurricane Zone) ._ .V11, 1�_ (l:; ; +2017 TCTECO,C:C, Gl *: ASSA / BERTHA H.V. DO LONLAL SHUTTER SECTION C—C * s SECTION C'—C F AMERICAN SHUTTER SYSTEMS ASSOC.. INC. 08 (WALL MOUNT) (WALL MOUNT) 1° ► �.'�k' IL ECOINc, DATE �+ � ( 42E6 PALM CH.F LnN HURRICANE POSITION HURRICANE POSITION �cS/pN ���1(t ea, ?es'.iE°: ,py°1H�EUi��C�O°P, PHONE:(B00)32ST 2--22L4.FAX.(6/)Z09 &E 17-216 SCALE. 1/4" = 1" SCALE: 1/4" = 1„ .���NALAAI1111 ve <,:s)a E8-0006719(,o,an-14,1 � � nc + ORA'NNG K,- WALTeE(2 m FL0.7,DA Lie. 44167 SHEET 10 OF- I (2)2• a'POOO // / STUDS REWI SRED FOURED CENC.OR C=C G,CORIJER(TYP.) BLaX ML REG`JI.TED. %. /! STM _GLASS 3'dfs E. - EXI ' —2700-_ I -NOTCHED qt , j etA-0E PENETRATION. ATUl t E PEN MJ:1 2.128-WI, �yy - 2.1 IB•LIN.IRA 7125"NM. 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ELCCY.'a' tJ--NOTCHED El l\Gf f�\ f BLADE PENEIRATON MADE PENETRATION / p - � E BIAOE PEI:ETRATIO>J RE?0. -�dt]�2ZCl 3G0=- / / m 11P. tYP_ -TLPi ( (2 2• 4'WOO) 1 7 1 t I I f r Ar 0-RAe TrP. , is TB` DRaL na sruOS PEO BRED) 7:5 -'r'W 1.Ti9 -50pf-+ O CORt:ER , •off .� e { al 1 � ) ` D I F 1I �I I I Q I U Q - ------- -------- ,�3 ,� --; _ _ 1 1 -I I ------ - 1 � Q 8 uJ.rO i / n <•�� (Z)i/a'O TAPCOSS LT.W.'� ( I)Q I - _ -_ _ __ E< � Ll —Q i 12)wa,x BunDt/..(a(STT(iRim)rj� S.S4. __ _ --- _ 7.�-.•` ,�• ..__ �I i C .- 7{7`_ I FE,.TA,IO;J Vp��Ep (z)91a.z' - — 2" %,sp7• ,I.spO•�`\ Sao 3- ss.sus rl (zS dta.z• S s �T B9s C4)3/16•a-`� a.' 5pp• CZ)41a.2•/ 570•' D• .. L_ sS 511.s. v POP� �55.+3.N.S. /` (4)3/lb. B AUMNUM o- H VIEW 1 (PAR37iW' 'CATION? FOP RUTS (IHJI .. J'•- 'V,. EN 9 • ��) SF�'••,• FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 02017,RTE00,NO. N.l. No.44167 ASSA / BERTHA H.V. COLONIAL SHUTTER cRA,nJ j AMERICAN SHUTTER SYSTEMS ASSOC., INC. 8/If/DATE. L E C O INS. DATE. •„r/n,� {266 PALM 'ACH, DRY 1a� TIWT TESTING&ENGINEERING COMPANY i(800 PAU!'EACH, . 33a77 )7-216 ` Bus R.w.M(s,.,w.3'.l v,eucwa, PHONE: (600)a72-220{,FAX:(B61)209-63.0 VnS 4� 11 rno...:(:.mbn-1>,n.F;:13n1-st-lvt vrz m. �ONA�4 III EB-00067I9 4�^m+ DRXIVNG No: WALTER A T[Urr JT.P-E FLORIDA U.. 44167 SHE_R it OF I< POURED CONCRETE OR POURED CONCRETE OR CONCRETE BLOCK CONCRETE BLOCK WALL REQ'D. n_ WALL REO'D. 3'h1in. E.D. EXISTING GLASS POURED CONCRETE OR __________________________�•----____---;--- �� CONCRETE BLOCK '/<• 1/4" 1/6"MAX.GAP lax- MAX. /a' J / WALL REQ'D. ISE-, TYPICAL PLAN (NON HURRICANE POSITION -- E N.T.S. OR _ F ��1t T I (T1P.) _ ��DETAIL X �.- 1 IED POURED CONCRETE OR I ' 1 CONCRETE BLOCK 1�z. '� WALL REQ'D. E D{ �L,- I r (20) 1//4"0 TAPCONS I.T.W. BUILDEE WAL 2 1/2 (2) 1/4"O TAPCONS LT.VJ_ z 11/16"! ,, s/1e 11 1/2" s/16- i i OR 1/z„ 1/2 O 3UILDEX (STAGGERED) TO J D ; (TYP) WALL. C1 (4) 3/1610 .,ALUMINUM hl OR ® - p i POP RIVETS (DP) --- ----- %'t--- _ _ I a= =---_ --- ----- =� (2) 114x2" S-S. S.M.S. Ap- ±2 1;8-MIN.l 1 �(2) #14x3/4" S.S. ELEVATION Y—Y �BIADE PENETRATION D t S.M.S. TO(E,AT TOP ACJD BOTTOM CORNERS LOCATIONS SHOWN ON SCALE: 1/2"=1" ADD (2) #14x 2" S.S. S.M.S. �- - ELEVATION ON SHEET ........ AT MIDHEIGHT 1 `jCEN3F' 9 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) No.4416T .i czon nacco.iNG ASSA / BERTHA H.V. COLONIAL SHUTTER ,*. * CRAW..BY: DETAIL X (NON HURRICANE POSITION) AMERICAN SHUTTER SYSTEMS ASSOC., INC. °8'�" _ IL ECOm ROADS SCALE: 3/8"=1° pry�1,1��]p, '��1\�,` TILL T TEST NG @ ENOINEENING�COMPAN/ YlEST6ME BEACH,,FL JV07 /(`" °' .f.•"'- •• PHONE: B00<32-2204,FG%: ) (sel)z0s-ego 17-216 �NAL�FF�,,I WALTER A-LUT 11.I.E. oD,s cea ev ocnnn ORRYt2:C Nr FLORIDA Uc. 44167 SHEET 12 OF 14 \ \\ 11` EXISTING GLASS > WOOD HEADER, WOOD / 2'Min. E.D. 2"Mtn. E.O. \I �� PLATES, WOOD STUDS J\� OR PLYWOOD SHEATHING t (MIN.) ut 1/a'MAX.MAx. GAP - 1/a• i �� REQUIRED '® OR (TYP.) I ___ - ��q:== .s._.•'a sue=-r i - ti 1 - ---- ---- - ��' I � l!� l• r i i , �J i TYPICAL PLAN (NON HURRICANE POSITIONS N.T.S. I f A OR Till CD 11 (IYP.) 1/2" ` f MIN. PLYWOOD 2" x 4" WOOD '�D IL X STUDS REQUIRED f—_SHEATHING REQUIRED i`P`'+y\(gJ�+I i @ CORNER (Typ.) "� �:�f-f�� f• /j i / i (2) 1/4"0 TAPCONS I.T.W. BUILDEX Eo /,. — 1 1/2" Min. THREADED PE PENETRATION TO PLYWOOD IL ;s i i ' ; Eo /( /` SHEATHING REO'D. W/1" EXTRA DISTANCE PASSED PLYWOOD \ 2-Min. \i ��•'J `\ sm j! T I 1 I O /i i OR (2) 1/4"0 TAPOONS I-T.NJ. ! - /� I+i I I (TYP.) 1 3/4- ! I FJILDEX (STAGGERED) W/ 1/2" 1/2" 1/z' 1/z" jl+� 1 1/2" Min. THREADED PENETRATION TO WOOD �� (4) 3/16"0 ALUMINUM� ® OR OA (YP.)POP RIVETS r�°R ® —°- - � ELEVATION Y—Y r mPa SCALE: 1/2"=1 - ---- L(2) R14x3/4" S.S. (2) 14x2" S.S. S.M.S. AT 1 2 1/8"MIN.i p S,d1.S. TO(CC) AT /pgin,,,,�� TOP AND BOTTOM CORNERS ME PENETRATION QD LOCATIONS SHOWN ON A, ADD (2) r14x2" S-S. S.H.S. iH-;�f ----- ELEVATION ON SHEET 9.,",Z� .. wTd AT MIDHEIGHT --- —____= �______-_ 1V'�Q` .`��ENS 9 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) '�""'.' —�....,�J,- _______ v non nuEco,INC. �----- No.44167 ASSA / BERTHA H.V. COLONIAL SHUTTER M.L *� DRA'hTr en oe/n/n I AMERICAN SHUTTER SYSTEMS ASSOC., INC. (�`\ 11. E C O INC. 4268 WEST ROADS DR/E LATE: DETAIL X (NON HURRICANE POSITION) =_ .� �.: w ,� TIwTTE=r,NG& ENGNEERN000MPANY nESTPA`MBEACN,FL33407 W!Nv.]Lln.Y_.s..•fs,uacvw GR�LnS,rt Slot PHONE(800)432-220a,PAY, 561 209-MeO 1 7-21 6 SCALE: 3/8"=1" �`t, .,..... ( ) tl EB-00067:9 �^09 e.r[ ecc�ra DRAWING No: `s ONAI 1 1 ratTER 1 1 PLORIOA Lic Sn167E m C-�2 sxEEr is or to iiu/i/ OR Al (TYP,) 0(1YP.) E (TIP.) OA oR Al (2) # 14x2" S.S. S.M.S (�•) EACH F TO E EACH �) (16 SCREWS/STORM BAR) - — - — - - — ._— „ - Q .y. — — -- — } '•fir - 2 (TYr'. ✓: � 1�N $ 4 r4Si \ %y r7r 'i-0 rrr� i +rr4� I' 1 I------_-=_., t----------------- U(rn'} _....---.. _.._... "=' 1/8'----------- MAX. GAP 1/8" MAX. GAP 1/8" MAX. GAP DETAIL 1 (ISOMETRIC) N.T.S �d M� FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) IYo.4416T C2017 TILTECO.M *d ASSA / BERTHA H.V. COLONIAL SHUTTER "` AMERICAN SHUTTER SYSTEMS ASSOC., INC. M/11/17 a26e WEST ROADS D�vE �rE C(> •••••.`•r�(C.� ,\� I-TESTING&ENGINEERING COUPANY WEST PALU BEACH,FL 33407 wY.an s>,s•.-xa.aer;..r. ,n_,lea PHONE:(aCO)4a2-2204,FAX:(S61)209-asa0 17-216 ,oi1 Fna.:( 1�EB 0006719(lS)6T-16]t � rt CPpwNG N= WALTER A.TILUT Jr.P.E. OlO,�En �t1/n FLORIDA Uc. 44167 SHEET 14 Or 3 BCIS Home Log In User Registration Hot Topics Submit Surcharge Slats&Facts Publications Contact Usy BCIS Site Map Links Search r�0'ICIc '�' ''�``''ddggC"I Product Approval .d. I� ;1,,.,,, USER:Public User ��ll RECEIVED Product Approval Menu>Product or Anniication Search>Application List>Application Detail FL;� FL8523-R VIF-W OCT 3 0 1020 Application Type Re�IODE 6°� d�,F�rmitt 9 partment Code Version 201/ � Application Status APPOWT. LUCIjE COUNTY Comments Bocc Archived L_J Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal,com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email File Copy Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Bahama Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer L-1 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit Jr. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Henry Kampmann Jr. 2] Validation Checklist-Hardcopy Received Certificate of Independence FL8523 R6 COI AMERICAN SHUTTER SYSTEMS ASSOC INC DRAWING 17-109 CERTIFICATE OF INDEPENDENCE PDF Referenced Standard and Year(of Standard) Standard Year ASTM E 330 2002 ASTM E-1886-05 2005 ASTM E-1996-05 2005 Equivalence of Product Standards Certified By Sections from the Code r Y Product Approval Method Method 1 Option D Date Submitted 09/14/2017 Date Validated 10113/2017 Date Pending FBC Approval 10/17/2017 Date Approved 12/12/2017 Summary of Products FL tF Model,Number or Name Description 8523.1 (Bertha HV Bahama Shutter(Non- Extruded aluminum blades assembled together and retained HVHZ)Drawing Number 17-109 by jambs/headers to provide Hurricane Protection. Limits of Use Installation Instructions Approved for use in HVHZ: No C a2a Rr It AMERICAN 51jUTfPit SYSTEMS ASSOC.. INC. Approved for use outside HVHZ:Yes DRAWING 17-109 BERTHA H.V.BAHAMA HUTTER.PDF Impact Resistant:Yes Verified By: American Test Lab of South Florida Inc. Design Pressure:N/A Creaked by Independent Third Party: Yes Other:Large missile level"D", Mind Zone 1,2 and 3,Max. Evaluation Reports width is 42"and Max.height is 96"for+45, -55 p,s.f.ASD FI.8523 116 AF AMFRICAN SHtITTFR SY� (7$1tSSOC.. design load,Max,width is 120"and Max.height is 70"for Ili_, _•BA%G 17-109 PRC rAXI E`JAS A"f N +45,-50 p.s.f. ItFFft�R Created by Independent Third Party:Yes 4a:c ti•:<: rgnr,srt it ::26ri1 Stow Stone Q-1.TnU-hart*F1 37399 pnn—650•187.182.1 Inc Stale of Flunda s an ANEW employer,f-2p.y Hitt 70 Y•7{jj�,rq gj�nl rbrw;n :;Vnvnry 5taremrnt;:1•t'r•'•;tSnjy-,51,thm"nt:;ftc4md S,ate<nrp under Florida law,emati asdrml:3 art.pubt:c rewrds.If you do not want your c-mail addrta.relcosed In response to a publ:crcrords ngvesp do nor send elaciromc mad to this entity.Instead,contact the office by phone or b7 traditional mail.If you pave any questions,plaasa contact 350.437.1395.*pursuant to Section 455.275(11, Florida Statutes,effective October 1,2012,kemees i:cersed under Chapter 455,F.S.must provide the Department with an entail address d they have one.The ctnao3 provided may be used for ot5ae1 curnmun:Cdtnn with the ocewiva.Powevcr email eddre,scs alb pubic record.If you do not wish to SuPoly a personal address.pteam provide the Depatirnent wdh an email address which can be made rrra.lab!e to the public.To determine if you are a licensee under Chapter 455,F.S..pleas:d,c4 li,—. product Approval AAcceeptc: Lei WT 9 f Safe GENERAL NOTES 1. BERTHA H.V. BAHAMA SHUTTER SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN 6.3) MINIMUM EMBEDMENT OF PANELMATE INSERTS INTO CONCRETE OR CONCRETE BLOCK VERIFIED FOR COMPLLANCE IN ACCORDANCE WITH THE 2017 (6th EDITION) OF THE FLORIDA BUILDING CODE. SHALL BE 1 5/8" FOR CONCRETE AND 1 1/4" FOR BLOCK, RESPECTIVELY. 1/4"0-20 THIS BAHAMA SHUTTER SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES.(MIAMI DADE/ S.S. TRUSS HEAD MACHINE SCREW USED SHALL BE 1 1/4" LONG SHOULD STUCCO BROWARD COUNTY) EXIST, AND 1" MINIMUM FOR WALLS WITH NO STUCCO. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE. FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED B.4) IN CASE THAT.PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE FOR A DIRECTIONALITY FACTOR Kd=0.85. USING ASCE 7—)0 AND SHALL NOT EXCEED THE EXISTING WALL. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON NOTE 2. BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES B.1, B.2 AND IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 B.3). SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO TO COMPARE THESE W/ MAX. (A.S.D)DESIGN PRESSURE RATINGS INDICATED ON NOTE 2. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D., AS TESTED. WERE NOT OVERSTRESSED, A 33% INCREASE SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. IN ALLOWABLE STRESS FOR WIND LOADS WAS NOT USED IN THEIR ANALYSIS. HOWEVER, FOR CONNECTIONS 8, EACH SHUTTER SHALL HAVE A LEGIBLE AND READILY VISIBLE MARKING INSTRUCTING OWNER OR INTO WOOD, A 1.60 WIND LOAD DURATION FACTOR WAS USED TO CALCULATE SCREWS SPACINGS. TENANT TO SECURE SHUTTER WITH SILL BRACKETS DURING PERIODS OF HURRICANE WARNINGS. BERTHA H.V. BAHAMA SHUTTER'S ADEQUACY FOR IMPACT AND CYCLIC RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS # 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE 0510.01-06 AND 0621,01-07 AS PER ASTM E 1886-05, ASTM E 1996-05 AND ASTM E-330 STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR STANDARDS, QUALIFIED FOR WIND ZONE 3, MISSILE TYPE D, BASIC PROTECTION ONLY. TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH 2. SEE MAXIMUM A.S.D. DESIGN PRESSURE RATINGS & MAXIMUM SHUTTER DIMENSIONS ON SCHEDULE THE BUILDING TO PREVENT WIND/RAIN INTRUSION. ON SCHEDULE ON SHEET 7. 10. BERTHA H.V. BAHAMA SHUTTER'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS 3. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063—T6 ALLOY AND TEMPER, WITH Fy DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE = 25.0 ksi MINIMUM (UNLESS OTHERWISE NOTED). PERMIT IS APPLIED TO. 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES WITH 50 ksi YIELD POINT AND 11. SHUTTER'S MANUFACTURER LABEL SHALL BE OCA D 0 A READILY VISIBLE LOCATION AT 90 ksi TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. EXPOSED SURFACE OF THE BAHAMA FRAME ,ID OR U IN ACCORDANCE WITH SECTION 5. BOLTS TO BE AISI 304 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. 6. ALL ALUMINUM POP RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. 7. ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) 12. (a) THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; I. e. WHERE THE (A) TO EXISTING WOOD UNITS: SOUTHERN PINE No.2, G=0.55. SITE CONDITIONS DEVIATE FROM THE P.E.D. — 1/4"0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDEX, INC. — 1/4"0 x 1 7/16" PANELMATE INSERTS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT. BASED ON THIS PRODUCT EVALUATION NOTES: DOCUMENT, PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON A.1) MINIMUM THREADED PENETRATION OF TAPCON ANCHORS INTO WOOD SHALL BE 1 1/2 THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. A.2) MINIMUM THREADED PENETRATION OF PANELMATE INSERT INTO WOOD SHALL BE 1 5/8". (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF ALTERED BY ANY A.3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING MEANS. WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES A.1 AND A.2). (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND (B) TO EXISTING POURED MIN. f'c=3192 psi. CONCRETE OR CONCRETE ASTM C-90 BLOCK UNITS: WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL SUBMIT TO THIS — 1/4"0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDER, INC. LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. — 1/4"0x3/4" ALL POINTS SOLID—SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. i7���„��e) ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE 11/ ;'.PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. — 1/4"0x1 7/16" PANELMATE INSERTS AS MANUFACTURED BY ELCO FASTENING SYSTEMS, LLC. �, 1 c/�' ,'1.Q\•\,.••""""•.•�TJ THIS DRAWING SHALL ONLY BE USED TO 8.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS I14TO POURED CONCRETE SHALL BE 1 3/4" OR ' S9? OBTAIN PERtAETS IN THE STATE OF FLORIDA CONCRETE HOLLOW BLOCK SHALL BE 1 1/4". I Y �.4'� 7 FLORIDA BUILDING CODE (Hon High Velocity Hurricane Zone) B.2) MINIMUM EMBEDMENT OF 1/4"Ox3/4" ALL POINTS SOLID—SET ANCHORS INTO POURED ' 1¢ /`` 7` • CONCRETE SHALL BE 7/8" OR INTO CONCRETE HOLLOW BLOCK SHALL BE ENTIRELY 02017 TX=Oc C.c.O: * ASSA / BERTHA H.V. BANANA SHUTTER DPAWN BY EMBEDDED. OF Q NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1 4"0-20 S.S. MACHINE SCREW USED S 1'••a / �� D712817 / .r+ O}��Op••'�+tb I IN E�r O G CO AMERICAN SHUTTER SYSTEMS ASSOC., INC. DATE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND 1" MINIMUM FOR WALLS WITH NO STUCCO,.' S ••..... rv\�d 426e wESTRoaos DEsr ��NAL E� T LL T TESTING&ENGINEERING COMPANY I,1'T rlw vc�a.ra vc cv=4S nwa.,u:cs 1'CECOIEST PALM432-BEA2D4 FLORIDA 2D3-6 PFs(BCO)432-2204 iA%:(8fi1)203-B780 17-1 D9 ,.,�"• a-mail:tJleeoOaGsem DRAWING No A. TIW 719 Y(ALTER A J 4 P.E. 1 1n SHEET i Or 7 FLORIDA U Li..c.f 441 ira1167 v`�OR 1(j(CONT.) �C/5.6 B (CONT.) ®D/5,6 �(coNT.) �C/5.6 (CoR 1i (CONT.) D 5,6(Cour.TYr'.) CQYf.T1'P.) ® / (2) $14x2" F.H. D�/5.6 (2) g14x2" F.H. ° D'/5,6 S.S. s.M.S. 1 S.S. S.M.S. , FROM JAMBE I •\ FROM JAMBE •\ a° —T TO TOP RAIL C - TO TOP RAIL(C) _ I :\(2) a14x2" F.H. + / \(2) #14x2" F.H. S.S. S.M.S. I FROM JAMS C) L 1 S.S. S.M.S. TO TOP RAIL(Cl ,- I FROM JAMB CE)_ r j TO TOP RAIL C r 2 1/8" Min. -4 2 1/8" Min. 2 1/8" Min. L 1 T 2 1/8'" Min. I` BLADE BLADE BLADE PENETRATION r PENETRATION ^ PENETRATION r- T , BLADE rj F i PENETRATION ? _ w (E) E) E - - w (2) 414x2" 1 J a 2) #14x2" - = F.H. S.S. S. S. �- I F.H. S.S. S.M.S. W FROM JAMB TO I J T I FROM JAh18 E TO w r 2) #14x:2 BLADE)OF E T +� + 1 G) •'A.• F.H.�14x2 0 MID HEIGH �, BLADE A IG c F.H SS.5.1�[�E,,�5. __� .H. S.S. S.M.S w 1 l ® MID HEIGH FROM JAMB(E.I TO L. J FROh1 ANTS�1 i0 v TO BRACE JAJAe L I 'I TO BRACE JAMB T' BLADE(AICR/11 -j BF_ADE r � 11 ®MID HEIGH j 1 I - < 10 MID SIGH _ I TO BRACE JAMB t i TO BRACE JAMB f T r of as B/4 - + - / ° SIMILARL T J �® 1 B 4 f- - (2) Q14x2"F.H. r- A/ , A/4 / A/ •1- A/ -,j ®F14x2'F.H. 1- s.S_S.1A.S. '- 1 s.s.s.M.s. B/4 I FROM JAAB lrE� ___—_ ,Ia •i° ___—__ FROM JAVB�) SPBLAR 1 B/4 TO BO�TOAI , > -; = TO,BOTTOM RNLn ® T RAIL J I IC WI l (CONT.) JI ;:1 (2) g14x2"F.H. }-• 2)114x2"F.H. "W" (SEE SCHEDULE SHEET 7)i"W" (SEE SCHEDULE, SHEET 7)-.?_--"W" (SEE SCHEDULE, SHEET 7) s.s sMs. D 5,6 S.S. s.MS. - FROM JAI:E�F- _ 120" Max. WIDTH FROM JA1JB G --------- "--------- TO HOT TON RNLtoi (,•/5r6 I / TO BOTTOf.! RAIL ,� Jf G 1 WOOD SUBSTRATE D'/5,6 t`G•�W (SEE SCHEDULE, SHEET 7) IL C/5 6 D/5.6 B'/4 i T ; B�/4 I D'/5.6 ® y - ILAR WOOD SUBSTRATE (2) 914x2"F.H. S.S. s.1.1.s.— A/ A/4 A/ —A/4r(2) #14x2"F.H. FROM JAMB E ° - •o �- S.S. S.M.S. I I B/4 TO BOTTOM ---____-- J "la __-- °FROM JAM BU B'/4 r I S0.9UJ1 RAILu -- -- _ TO eOTTOM RAILr) CO(CONT.) J G (2) #14x2" F.H. (2) A14x2'F.H. ((—�` ° \V" (SEE SCHEDULE SHEET 7) "W" (SEE SCHEDULE, SHEET 7)�"W" (SEE SCHEDULE, SHEET 7 u SS. S.MS._ � i SS.S.M.S. k` ) ROM JArAH CE�j• ~•FROIA MAE E) 120" Max. WIDTH TO BOr[QM ------ TO BOTTOM RAIL lJ ,,,,,,�.. 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FOR TAPCONS 1/2- FOR S..DfS _2x �t� Tn. (2) 1/4"0 TAPCONS OR in. E.D. (2) 1/4"Ox3/4'ALL POINTS SOLID-SET OR (2) 1/4.0 PANEL MATE INSERT I—'OR WEB OR O�W/INTERIOR VIEB NOTCHED AT (4) 3/16-0 BLADE TYP.) NOTCHED AT / BOTTOM RAIL t�D ALUMINUM BOTTOM RAIL POP RIVETS 5/1 Vx2"SLOT BACK &FRONT--7 h 5/16-x2- SLOT rul� ru (3) 1/4"o TAPCONS OR 7 I Ox 1 7/16"PANELMA7E --_Tr MW SERTS TO WOOD ---------- ----—-—--- ---------- --- - ----- _—--------- --—------- I --- ----- (2) #14x2" FH. S.S. S.M.S. L J.— -(2) #1 4x2- F.H. S.S. SAI.S. FROM JAMB OTO BOTTOM ------- l.kRAIL lj�) FROM JAMB(E)TO BOTTOM RAIL Do F.H. S.S. 1/4'SLOT— J_ 2 11ir j (2) ffl4x2 w/wEe PEI&-MMO,4-1 + (2) #14x2" F.H. S.S. S.M.S. + (D/ I�FROM, JAMB(ETO BLADE(A�)OR QAD1 LOCAnC" NOTCHED A FROM JAMB It)TO BLADE OR 9T 0 MID HEIGHT TO BRACE JAMB L4'THUMBSCREWCOON BOTTOM RAIL OD CONT. ® MID HEIGHT TO BRACE JAMB SECTION LOCATION CTRIII-SOFEW LOCARON­ N B'—B' SECTION A SECTION B_ RIAN ♦ (E,W/INTERIOR WES 14x2" F.H. 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BAHAMA SHUTTER RAWN BY SCALE:3/8' LC W/28/17 DATE IL ECO,,,,.\ AMERICAN SHUTTER SYSTEMS ASSOC., INC. TE ll�TESUNG&ENGINEERING COMPANY 4268 WESTROADS DRNZ PAW MACK FLORM 33407 PH:W(8`C0)432-2204 FAX:(561)209-8380 17-109 rA E-0006719 DRAWING N. VIALT A. J..,P.E_ AL. ER FlaA CONCRETE HOLLOW BLOCK REQUIRED ®CORNER (Typ.) f / 2 x 4'WOOD STUDS REQUIRED @ CORNER (TyP-) y/z 3'FOR TAPCONS 3 1/2-FOR SOUID-SEP", 2-\� E.D. (2) 1/4"0 TAPCONS CR----� 4'ox3/4"ALL POINTS Min. E.D. SOLID-SET OR 1/4-0 PANEL MATE INSERT CR (2) r�,E)W/INTERIOR WEB OE W/ INTERIOR 11 NOTCHED AT (4) 3/16-0 (BLADE Typ.) NOTCHED AT 4� BOTTOM RAIL ALUMINUM BOTTOM RAIL-QD BACK POP&FRONIRIVETS 5/16 x2 5/11-x2- SLOT SLOT---\ g ------- --- (3) NS OR --- ---- V(3) 1/4-0 TAPCO PANE LMA,INSERTS TO WOOD ------ ------ z Z ZZ=Z= ------- ---------- --------1 ---- ------- ura -114x2" F.H. S.S. S.MS.— (2) R, ; (2�) #14x2" F.H. S.S. S.M.S. 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ASSA / BERTHA H.V. BAHAMA SHUTTER LOCKING ROD R FIXATION 713ps, RX"By 0 / AMERICAN SHUTTER SYSTEMS ASSOC., INC. 07/2 DAT8E17 z TILUT TESTWO& ENGINEERING COMPANY 4265 WESTROADS DRIVE WEST PALM BEACH.FLORIDA 33407 PH:(800)432-2204 FM:(561)209-838 17-109 DRAYFING N. "'FOAA 7, RECVRW ER REQUIREDWOOD HEADER FEGUIRED WOOD HEADER WOOD HEAD t/4-0 TAPMNSr\i 114-0 TAPCONS 1/4' TAPCONS (SEE SCHEDULE SHEET 7) (SEE SCHEDULE SHEET 7) SEE SCHEDULE SHEET 7) rVl eel V B c-t- V 41M 171, , rac- -ak 0)3/16-0 014.2-F.H. Alum NVU S.S.S.M.S. POP Rfl-.TS FROM JAMS C�', TO TOP RA,1L(ClFROM J S(E BACK 4 FRO To TOP AM RAfC-,q) t 1' 4� ,' (I 1 ' )CCEMOR WEB E"JIMCR VIES NOTCH'a -'CH E.L bT Ra C N" Top RQLI�0'ES 40TCHED T 1 i M EP2 :TION OR A " D OR OR If-SO S (SEE SCHEDULE (TYP) �---( SHEET 7) -4) GLASS—, '\:��, , `\\.�^,L•"`+• `'` '1 '1 (I" \\\,•(��MR'Cs , (2)014 2"F S1 S M FIR j AMS�EITO SLADE&06(45 (2)#14.V S AFROM JAMB "+. M k, OA ®MID HEIGHT TOIS 1AHZI ®MID MEJ,,IT To BRA ua OR g,>. OA COOL Z�- OR mp.) / ! `l l �I \��},-..�_ .j`,, (O!Zy FOR WrLE ems) .51,c \ 1 1 It R vrzs (2)3/16.0 A;�. /4'0-20 SCLT W/NUT- )TCHED AT ' `BOTTOM RAIL D pop RNETS KITRE 1/4-0-20 BOLT VI/NUT L11 TERIOR WEB u/ . I ... 1110tCHED AT A, ; 1 '' BOTTOM RAIL BOTTOM R�@ G .250' GAP o 7 T- 0- JAMB 14 ;1 ,` P0 N,/15'* 0 POP R`V.TS 7 LOCATION b-EACH SAC LOCATro-4 Q FRONT L� 20 C \ (@ r L...... 11/4-20 THUMB SCREW -1/4-0-20 TFVJUB SCREW p CL(2)#14.2 F.H.. T S.S.S.M. L@ 7 L- C.L 1.SCITTOM RAIL 0.1 COnI• -20 BMT W/WINGNUT FROM 4-0-20 BOLT W/%IUGNW (2) 2- 2W Y #14. FN. S`"I PIATE FRO/4..1 7/,G* To aorrom ML(OD % (3)1/4I r "P TAFCONS OR(3)1 PEQ*D "0=41 f'.11=(11/1'D or _PANELMATE INSE11TS TO STUD(MJVOIIDTH OF OD AT I SENT I. WOOD s 0 STW.2-m.NO%�Q STUD.2-wt NOW-X) i WOOD STUD 0 REGURED REQMED 21'0.�� C... SECTION D D (WALL MOUNT) 10,11'rAf ALTERNATE SECTION D'—D' (WALL MOUNT) NON HURRICANE POSrnON NON HURRICANE POSITION %14 t ........... SCALE.318- 1- Vp SCALE--3/8'- i" "DO SWD 0 FLORIDA BUILDING CODE (Ron High Velocity Hurricane Zone) 24'0.C.NAILS 2017 TILTECO,INC. REQUIRED ASSA / BERTHA H.V. BAHAMA SHUTTERSECTION Q Q HAWN BY WALL MOUNT) Air 07/2E3/17 HURRICANE POSITION CONNECTION TO WOOD Wj ALTERNATE INTERIOR LA IILIECOm.. AMERICAN SHUTTER SYSTEMS ASSOC., INC. DATE SCALE'3/8-- V LOCKING ROD a) FIXATION TILLIT TESTHIG&ENGINEERING COMPANY 42ES WES-,ROAGS GRP& ..•........ C....Wi-—Aj�� WEST PAI.M BEACH,FLORIDA 33407 PH:(800)432-2204 FAX.(56t)209-8380 17-109 DRAWING N EB 00067'9 . I WAGER A.TLLrr Jr.,P.E. FLCRDA Um SHEET 5A OF 7 CONCRETE 317 CCL HEADER REGU:RED 1/4-0 TAPCONS 7)1/4-0 TAKONS /4.0 TAFCONS 1 / (SEE SCHEDULE•-�. (SEE SCFIEDULE f ON SHEET 7) - ON SHEr 7) ON sK EEr/J CAnL (sues E / -21 g co,s B g conL o / C e O ! C POP�RNEfS j -814y2•F.H. B S.&F.HS. . SS SM.S. 114 2-F. FROM JAMB BILK$FROM L FROM JAMB�Z 1 / 70 TOP RAIL U j TO TOP RAIL ICJ 1 rs ! RifElLOR KEH M1p plLpBg7 OTCHB7 EJ�YIERi0 wE8 ( �. TOP RNI.rD TOP RSL C� hOTC!CD J f r-SEPARARON , '^S i CC:tCFEiE OR I 7o CLASS ' cCML9EfE El11CR ` CONCRETE BLOCK-1 / i�' TL:LL RECJ:RED ITW) /'`r(SEE SCHEDU(E `a� . ^..1 Al �\ a..�. \ YfAll REWJtm `. cT'P•) S.W CLASS RVIN (2)814z2•FH.S.S.SM-& / \ FROM�B OE TO BLADE OR AJ' - 2 'F H.S.S.SJJ.F/a ler1j, HEIGHT TO BRACE JAMB / , ' ()B )� FROST 14x2 JAldB TO BLADE OR 0.R O /� `` 4)MID HEIGHT TO BRACE JAMB { � {DRr FSbi sDlae¢aTsj _•` � �, (lyp.) ''� \ OR ]50'MAIL OAO; _.�1 F�n1- %f INTERIOR KEB (2)3/1;..Alves. i•, 1/4.0-20 BOLT W/NUf-� �� OTCHED AT O POP RIVETS l i i (CRY FOR GUIIitE L�05) /� .�. OTTOM AT D \ •0 wJT1/4 -20 BOLT /N \rTEtO))N/E1WO R W1: EO NOTCHED MAT; BOTuRAL� G EACH K eGNLrTE OR r �. CONCRETE BLCC4 JTJABB REnuwED j `ALIfNATm 1 Qj o a;Tc++JAve POP lAIX$& T I " LOG110N FRONT f� I D f �% �• J/4'0-20 THUS SCREW COIL % , \ 1-1/---20 THUMB SCREW \ D / l (2)814a2'F.H. ! \ D i O I S.S.S.M.S. ! `1`"` �I Y ` FROM JAIABC �i O COOL 1/4'0-20 BOLT W/M1rNUT TO BOTTOM RAILQ l \-1/4'o-20 B0;7 w/WLVG\Tli (2)®14s2•F.H. L � ()1/1"0 7APC(SS OR i 5.5. (2)1/4•C13/4'ALL P021T SOIIO-SEI OR / (2)1/4'0 TAPCOIIS OR TO BOTiOM RAILO (2 1/4bR1 7/I6'FAt&LldATE INSERTS (2)1/4'0.3/4•ALL PONT SCUD-SET OR (2)1/4'0.1 7/10'PANDUYATE.INSERTS SECTION C — C SECTION D — D 11,11,rEr?,PL l �, (VIALL MOUNT) � ALNO SECTION D —D (WALL POSIt1.ON 14CtiQ MOUNT)NHURRCANsON SCALE: SCALE, � • ` FLORIDA BUILDING CODE (Hon High Velocity Hurricane Zone) NO.44167 T 1 Q2OT7 71LTEOD,INC.X ASSA / BERTHA H.V. BAHAMA SHUTTER 0 L.C.L.C.6r CONNECTION TO CONCRETE OR CONCRETE BLOCK z k, 4° IL E C O rNc. AMERICAN SHUTTER SYSTEMS ASSOC., INC. 07/2/17 W,/ EXTERIOR LOCKING ROD (R) FIXATfON 9 1?ij�'r�r��I* TILLIT TESTOIG$ENGINEERING COMPANY 4266 WESTROADS DIMS y , aL0 Na Ae:u a ix m rRnrw rt0ai11tce WEST PAW BEACH.FLORIDA 33407 S�pNAIFN vr:(meT1-ISP. 1-1v1 PH:(BOO) FAX:(561)209-S360 )7—)09 e-mal tiilecOaael.tem DRAWING NO ••••• EB-0006718 oc2vn01 Ono WALTER 0. my P. ,LCROA SHEET 6 OF 1 BLOC, OR C0:l01011cc�cll / j CRETE BLGC< FfrtJ1A REP3REo / 1/4'O TAPCL4S 1/4.0 TAPCCNS 1/4'c TAPCONS (SEE SCHEDULE, \ (SEE SCHEDIF.E. (SEE SCRmU!E / SHEET 7) // B C-L SHEET 7) /' j OCOAt. SHEET 7) ,\� ' / B COAL l i i ��U„UUI{IµRJW�D4, f"Lf C C f a j//"/� /,•/1/ (s)s Y14.2'FH. / #I4a2-F.H. • / / ALLRR:LY f S.S.S.!!S• S.S.STA.S. �oo: )POP R.VETS FROM JAVBn / FRO!J JA6d9�E� 1 BACK!<FROM j TO TOP RAIL(t / TO TOP RAIL EUIER*R WED ' 'FB TOP RAIL l�TM.�Ci / `,,�S14,gE0/7 lei � TOP HP.2(CC '. "., CONCRETE OR .—(AI(1�'j ® W.`1CFETE OR a ��"�`�J�a. �OR i TO C L I`r„,�``'1 c°'vGAcaEa Rco��/ ,,.J `�,.) coacr'CTE el➢^ac :•.. (N''•) i (SEE SHEET'7O[E. I �. A OR ® \ 'aaL GLASS (2)Pva,z-FR.SS.s.M FROM JAMBLEJ TO BLADE A ®!.P-0 HEIGHT 70 BRACE JAMB /J (2)�141t-FAH.S.S.S.M.S. MID HE1GM 70 BRACE JAMB�U S ` E c�AL cR A /ice ''cP�•m'�-„Jam;'. OR A I � � (G`,tT FOR svl umg @, �-' ,._,��. �p�V},� )I \•\ a \ E WEMOR WEB ! (2)3/16'0 Alum. \.` (TyP,) 1/6'o-20 SOLT C(WR 1 F OTCN"D AT j POP RtYc'[5 ( @ 1((CHLY�F4Q tAIATPtE lh'f5) J• eGrroa wa(u` " If4'0-20 EOLr W/tCll (E�LNFIOOR YIEB C.EOam R AT AIL DT WEB ' / j x� 60TTOM R.4L QD ` G G L(4)3/16.0 0 EACH JAV6 . N .250'MA%.GAPS .ALUW W /f \y J LOCATION f FCP RAAETS / �� LOV.1L0:1 �• PACK @ FRONT / / :3/4'P-20 THUUB SCREW ,! COAL I r' a/ad-zo Txuq scREw i5t / /f S.M.S•F.N. I Cc,t FROM JA.IB(� •I O I ^�/r, 1/4- -20 BOLT W/W'vAjT To B3TTOM LQO !` 4_ / (2)ff14.2'F.H. Cmt. i r t/a' z0 eotr n vmacrA,r MICR OR S.S.S.V.S. CO.�'CRETE FLOCK // ' -2)I/4'o iPPC0.Y5 0.Q :/ FROM JAMBE FEC'JlREO j (2)1/4•oa7/B'ALL POINT SOUO-SET OR ) / �) C 2 1 a'o TAPCONS Ck 70 BOTLOM MAIL D. (2 II4'0.1 7/I6'PANFLIATE eLERTS '✓,•1/ (2)1/Ab.1/8'ALL711 P,B.MAX INSERTS R SECTION D — D (WALL MOUNT) ��PL a T/ ALTERNATE SECTION D'—D' NON HURRICANE POSITION al`P�,.-• �T (WALL MOUNT) / 11 y \���'• ✓ NON HURRICANE POSITION SECTION C — Ci / SCALE:3/8•- I• ; �^ SE'''•. SCALE:3/8•_ I' (WALL MOUNT) // ND 4�1$7 HURRICANE 't. ? FLORIDA BUILDING CODE (Hon High Velocity Hu rricane Zone) POSITION (aeon TUTEco,we ASSA / BERTHA H.V. BAHAMA SHUTTER SCALE:3/9'=1' L.C. DRAWN BY CONNECTION TO CONCRETE OR CONCRETE BLOCK ?' ' 07/28/17 I L E C O Inc. AMERICAN SHUTTER SYSTEMS ASSOC., INC. DATE W/ INTERIOR LOCKING ROD (A) FIXATION y 11`` TILLIT TESTING&ENGINEERING COMPANY 4265%VE F'O DS 0 ( V,rll Ay - ( IIh r vAE.-A c.Aca.i ncnr"A 1Alaa WEST T PA OEACN,FLORIDA 33407 �Y C-1'slen-�:Tt PN:(6CO)432-2204 FAX.(561)209-B380 )7—)09 O- I:tilt-000 71ol.com DRAWING No ' '•" DEB-0096719 WALTER A TILLR JF.,P.E. an lo-a, m SNCET 6A OF 7 FLORDA t:c.(44187 ii SCHEDULE# 1 MAXIMUM SHUTTER SPAN"L"(in),MAXIMUM SHUTTER WIDTH"W"(in)FOR SINGLE(CASE 1)& MULTIPLE(CASES II&III)UNITS FOR A CORRESPONDING A.S.D.DESIGN PRESSURE RATING FOR INSTALLATIONS INTO POURED CONCRETE,CONCRETE BLOCK OR WOOD SUBSTRATES SINGLE UNITS'ELEVATION MULTIPLE UNITS ELEVATIONS 6 CAS I : WALL MOUNT B CASE )I WALL MOUNT ElCAS. II : WALL MOUNT BAHAMA SHUTTER J ELEVATIONS I--yr� �OUBLE UtJ1T5 E-- TRIPLE UNITS SINGLE UNITS MAXIMUM A.S.D. CASE DESIGN PRESSURE MAXIMUM UNIT MAXIMUM SPAN INTERIOR MULLION MINIMUM SEPARATION RATING WIDTH "W" (IN) "L" (IN) TYPE REQUIRED TO GLASS (IN) (P.S.f.) +45.0 —55.0 42" 96" N/A 4 5/8" II & III +45.0 —50.0 40" 70" O 3 5/8" SCHEDULE#2 MAXIMUM ANCHOR SPACING AT TOP FEMALE HINGES(BB FOR SINGLE(CASE 1)&MULTIPLE(CASES II&III)UNITS FOR A CORRESPONDING A.S.D.DESIGN PRESSURE RATING&SUBSTRATE TYPE , ' A. r,' MAXIMUM A.S.D. SUBSTRATE ,t`'T ;�6EN'CASE DESIGN PRESSURE POURED CONCRETE tt* NO,44167 � RATING WOOD OR (P.S.f.) SOUTHERN PINE No.2 CONCRETE BLOCK ;�'• +45.0 —55.0 12'• 7 1/2" II & III +45.0 —50.0 7 1/2" 7 1/2" FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) ©sot?nLscm,Luc ASSA / BERTHA H.V. BAHAMA SHUTTER Lc DRAWN 6! IL EC O�Nc. AMERICAN SHUTTER SYSTEMS ASSOC., INC. 07 ATE17 TIL 4268 WESTROADS DRIVE aw xu.¢.a+3-A rx.vw crw>*i rtcw nva VIEST PALS1 8EA•'N.FLORIDAS]407 P) (B00)472-2204 FM%:(051)209-8380 t 7—1 09 a-m4E-000 Gud.can DRAWING No EB-0]007j 'IIALTER A TBLT Jr.,P.E ta-ae ,n/:e/t SHEET 7 OF 7 FLCRJ7A ua B 1.P.