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HomeMy WebLinkAboutPlans6"x 1 1/2"x 0.035" THICK Min. ASTM A-653 GRADE 40 Min. 0-60 GALV. STEEL METAL STUDS AT 16" O.C. L1 3//4"x 6 1/4"x 0.035" THICK Min.l ~ CA. GALV. STEEL TRACK CHANNEL, I ASTM A-653 GRADE 40 Min. G-60 I GALVANIZED FASTENED TO STUDS W/ (2) #6x1/2" TEK SCREWS ON I INTERIOR & EXTERIOR FACE I EXISTING GLASS 6 1/4'x 0.035" THICK Min. LV. STEEL TRACK CHANNEL, 60/2- TEK SCREWS ON & EXTERIOR FACE -w n, ,lVARIESS ® 6" O.C. I ------.--- 1/2„ 43a 'a O.C. 0 6" O.C. n 1, /EXISTING FINISH 39 AS APPLICABLE I , MIN. SEPARATION ' I' TO GLASS (SEE SCHEDULE) rl i I i EXISTING FINISH AS APPLICABLE II II 43a C. . NM INTO METAL STUD WALLS * 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) 2. MAX. SHUTTER SPAN: 84" 3. ALLOWED MOUNTING: MS ON THIS SHEET. 4. ONLYAENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED WITH 21 ARRANGED A S METRICAL LAYOUT. USE OF (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE INCLUDED AT -EXTERIOR OR INTERIOR ACCESS SIDE OF CENTERMATE. 1k'k BLADE SLACK DETAIL HVF IS ALSO VALID FOR CENTERMATE 21 APPLICATION WITH BLADE 1Q SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1" 4 4- -I 2.000" Max, r Iq 083 3a 1 Z4"0 NOMINAL ALUMINUM SLEEVE 6063-T5 ALLOY 3.000" Max. - 43c LENGTH + 1" 43 /4"0-200" BOLT MUST PENETRATE 43c 1" 9.373"- 250" r ( 050" a MT�� I-1/4 0-20 THREADS 43c 1 /4"0 ELCO CONSTRUCTION PRODUCTS FAB-LOK HD irplow _-,.......yU Min , TM A DA35" THICK .::;VARIES:; , COMPONENTS Min. 1/ A-653 GRADE ;::.2.",r IE§ T"'� ® 6' O.C. Min. G-60 GALV.SAT STEEL +" -',:I MS WALL HEADERZSILL INSTALLATION METAL STUDS AT 16" O.C. in. .``." .,:, -.EXISTING FINISH AS APPLICABLE SCALE: 3/8"= 1" )� — — — -- (TYP. TOP &BOTTOM) _� ( — — % — - -- — — — - — — 1 J/4"x 6 1/4"x 0.035" THICK Min. L EXISTING GLA55 _ _ COASTMGALV. EEL TRACK CHANNEL, -�—� �^--�-�- -/GALVANIZED3FASTENEO TO GRADE 40 iSTUDSfiO I I43a 43b SYMMETRYC.. A., L3c MMETRYCAL 4(2) #6x1/2" TEK SCREWS ON MIN. SEPARATION VARIES I I CEN I ERMATES W/ "CENTERMATES W/ ''' ' TO GLASS 2 i I INTERIOR &EXTERIOR FACE EXTERIOR ACCESS .EE SCHEDUax SIDE I t.INTERIOR ACCESS SIDE ..,, I �J IN 6" Min.) 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SLACK 1- 24 —3 1/4" (Typ.)--( 6 1/2" (TypJ--��-- -----s ** ._ SIDE CONNECTION TO TRACK (Cont.)-_-- ----7 ---- 7'.__....__._� HYA • J BB BLADE SLACK DETAIL HVF EVC FLORIDA BUILDING CODE (Non High Velocity Hurricane Zon( �1 ql 11P t4 02020 TIL7Eco, INC. ©2020 EASTERN METAL SUPPLY, INC. P " !`.. ,, , BERTHA HYTM \,\GE FT ��''A�Ses�A® Accordion Shutter System ZT1 LE C 0� , H.V. BI-ADE 1 W ' No. 44 6 _ # / OR w/o RV. WINDOW BLADE * * / TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems EV. N DESCRIPTION DATE DRAWN BY: M.P STATEIF j 6355 N.W. 36th. St., Ste. 305, VIRGINU GARDENS, FLORIDA 3318 Association, Inc. 1 OLD 17-107 -' i DATE: 7/2/2020 �'•• : Phone : (305)871-1530 . Fox : (305)871-1531 4268 Westroods Drive 2 ORI 4 ���` e-mail: tilteca®ool.com West Palm Beach, FL 33407 3 DRAWING No FS•., i� .� CA-0006719 20-164 s WALTER A 11LLn Jr. P.E. 4 I'll-aNA Enl���nrei / ineieri inr /n nrr FLORIDA Lie. # 44167 5 1 CWP'r7T 1J' r i J J f l n r a J � J i J'fN a f a f a gz® OR OR ELEYATION MIN. SEPARATION TO GLASS EXISTING GLASS -(SEE SCHEDULE ON SHEET 11 FOR BLADE(D — AND ON THIS SHEET FOR BLADES Q & ID _ _—_______— I SYMMETRICAL CENTERMATES All OR 5 AND ------ W/0 (SE NOTE 4 ABOVE) PLAN TYPICAL 1) HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE fA SHUTTER* N.T.S. 1. MAX. A.S.D. DESIGN PRESSURE RATING: +110, - 110 p.s.f. 2. MAX. SHUTTER SPAN; 96" 3. ALLOWED MOUNTINGS: A, D, G & H ON SHEETS 6, 7; AS WELL AS MOUNTINGS M. 0. T. U & W ON SHEETS 16 & 17. ONLY OIYOU r, C EMUNST BE INCLUDED NCLU ONLY AT OPPEXTERIOR ACCESES G WOUT. IN S DE ALLOWED OPPOSING CENTEE 0 R. 5. (A) HV WINDOW BLADE @ SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS (3"0 HOLES) FOR ® PER BLADE AT SPACINGS SHOWN ON SHEET 4. (13) MIN. CLEARANCE FRqK TOP OR BOTTOM EDGE OF HV WINDOW BLADE D OF ANY 3"0 HOLE FOR 04 SHALL BE 12". (C) FIRST OR LAST BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV WINDOW BLADE 1 (D) HV WINDOW BLADE 10 MUST BE USED ALTERNATE TO A SOLID HV BLADE(D THROUGHOUT SHUTTER'S WIDTH. (E) CERMATES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID HV BLADE i AT EITHER SIDE OF THEM. (F) POLYCARBONATE HV WINDOW ® SHALL BE INSTALLED SO TABS FACE THE INTERIOR OF THE OPENING BEING PROTECTED. HV WINDOW MUST BE ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROVIDED BY BE INC. 6. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS ON SHEET 15, AS LIMITED BY SPAN AND DESIGN LOAD (SEE NOTES 1 & 2 ABOVE). 7. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12 & 13 AS LIMITED BY SPAN AND DESIGN LOAD (SEE NOTES 1 & 2 ABOVE). B. MINIMUM SEPARATION TO GLASS SCHEDULE, PER ASTM E-1996: WIND ZONE MINIMUM SEPARATION TO GLASS 1 THRU 3 1" 4 6.25" FLORIDA BUILDING. CODE (Non High Velocity Hurricane H,• ��/7A 02020 TILTECO• INC. ©2020 EASTERN METAL SUPPLY, INC. BERTHA HNTM na® No,44N -'`��Z:71:L E C O N C. A. S„ �■A/� Accordion Shutter System 1 7 �'� ■ FLV. IXADE W/ OR = #t W/o N.V. WINDOW GLADE STATE 'p •, STATE Q /� TILLIT TESTING & ENGINEERING COMPANY 0355 N.W. 35th. St.. Ste. 305, MRGINIA American Shutter Systems Association Inc. EV. N DESCRIPTION DATE DRAWN BY: M.P , OLD GARDENS. FLORIDA 3316 a 17-107 /2/202 DATE: 7/2/2020 2 DRAWING No U'a �` �� •• .10RID .•''�``' � C1 �% Phone (305)871-1530 . Fax : (305)871-1531 e-mail; tilteco®aol.com CA-0005719''////�s1O�nL... 4268 Westroads Drive West Palm Beach, FL 33407 ,t WFLOOA 20_ 1 �� r b ��AI /clnnln-ri for /n nTr LcLLjf 44167E. �, of . so 2"x4" MIN. WOOD STUDS. — (AS APPLICABLE) W4 FlMSH` EXISTING GLASS L MN. TO 4 1/4.0 TAPCON ' ANCHOR O 6' D.C. W/ 1 1/2' MIN. PENETRATION INTO STUDS OR W/ MIN. 1/2• PENETRATION TO l z COX PL OD IF NO STUDS EXIST. —1/2" MIN. COX PLYWOOD. 1/2" MIN. 010x1/2• S.M.S. 01a O.C. END CONNECTION DETAIL 2".e MIN. WOOD STUDS REO'U. EXISTING GLASS MN SEPARATION \ �.. \ TO GLASS (SE - y SCHEDULE ON SHEET t �/ II FOR BADE®/0ID )__ ON SHEET 19 FOR 1/2' MIN \ MIN. WOOD REQ'O. 2'x4' MIN. WOOD STUDS REQ'D. // \ / IT ; EXISTING GLASS - /\ /\ - EXISTING GLASS 1/2" MIN. COX �\ MSCHEDULE. IASS (SEE PLYWOOD— SCHEDULECI(6tIELT M S TO B155 (SEEEE 1/2' MIN. CDX 1/18°x3° M WAIL / •. 11 FOR BADE ®AND 0. SCHEDULE ON SHEET PLYWOOD. (8063-T6) CONT. -� FINISH "1/2" MIN. CDX Oil SHEET 19 FOR 11 FOR BADE ®AND 1/2' ALUM. CLOSER PLYWOOD. BADESm@ ® WALL ON SHEET 19 FOR PLATE. (LOCATE 1/2•I— FINISH AT EVER SI E MIN OF 4�) � usE 1• OR z• MAX. 011QxS.M.S.� — — , INPE 8O.C.— (AS MANGLI /4 (W flox /2" S.M.S.IAITO@& 1y (Q /4'0 TA O SM.TOo4 (2U t. AT -O.C._6 INCXOPS TO j BIHFRA am OF.(!)) EAT T NEE DETAIL R� (ti R yy SIDE C ON 1 SEE DETAIL X FOR -� IJ OR ®O TRACKS - SEE DETAIL X FOR..J SLDE CONNECTION A� w�wQ OO �w SIDE CONNECTION TO TRACKS ca. _.a_ ra_r�_Aa.aR,_ I•iT 6 • 7 a 6 10 • To TRAr.MS n 0 EXISTING f CLASS '0 TAPCON ANCHORS 1/4'0 TAPCON ANCHORS #10x1/Y N.M.S. - 1 MIN. W/ 1 1/2' MIN. 016 O.C. EIRATIOATION 0 12' O.C. PENETRATION 0 12" O.C. \ \ 7 \', i� i 7 , . . , J . T7., 1\\ 1/2" MIN. zlixeielz.. M. F �, N / T � 1 1 R Y. 5 IN411 1QOR d_A��- (4 .' [w •i °..v* � 'q _N .; f (�OR®OR�OR V/x.�, •ry, __�� � s � OR OR 1 OR I °'®°'©•(77 `" 6O'"C`v•®O1 WAIL FINISH 2 x4 MIN. WOOD / WALL �_�•®w®.®w®.�n STUDS REDID. J FINISH @•®w�. ©•Q.©.©.Q.®w diII.6�wG3. E�v(en. Eil w O 1D. ID "I'll � �E .L ��: EII •� �: OR®OROOR OR®OR(f�OR(5 2'x4' MIN. WOOD STUDS. (AS APPLICASLE) OR ®4 END CONNECTION DETAIL • REOUIRm ONLY FOR SPANN GREATER TEIAN 12'-0' ♦ SEE LIMITATIONS OF USE FOR BLADE lA ON SHEET 19 MN TO 1/4.0 TAPCON ' ANCHOR O 6' D.C. W/ 1 1/2' MIN. PENETRATION INTO STUDS OR W/ MIN. 1/2• PENETRATION TO l z COX PL OD IF NO STUDS EXIST. —1/2" MIN. COX PLYWOOD. 1/2" MIN. 010x1/2• S.M.S. 01a O.C. END CONNECTION DETAIL 2".e MIN. WOOD STUDS REO'U. EXISTING GLASS MN SEPARATION \ �.. \ TO GLASS (SE - y SCHEDULE ON SHEET t �/ II FOR BADE®/0ID )__ ON SHEET 19 FOR 1/2' MIN \ MIN. WOOD REQ'O. 2'x4' MIN. WOOD STUDS REQ'D. // \ / IT ; EXISTING GLASS - /\ /\ - EXISTING GLASS 1/2" MIN. COX �\ MSCHEDULE. IASS (SEE PLYWOOD— SCHEDULECI(6tIELT M S TO B155 (SEEEE 1/2' MIN. CDX 1/18°x3° M WAIL / •. 11 FOR BADE ®AND 0. SCHEDULE ON SHEET PLYWOOD. (8063-T6) CONT. -� FINISH "1/2" MIN. CDX Oil SHEET 19 FOR 11 FOR BADE ®AND 1/2' ALUM. CLOSER PLYWOOD. BADESm@ ® WALL ON SHEET 19 FOR PLATE. (LOCATE 1/2•I— FINISH AT EVER SI E MIN OF 4�) � usE 1• OR z• MAX. 011QxS.M.S.� — — , INPE 8O.C.— (AS MANGLI /4 (W flox /2" S.M.S.IAITO@& 1y (Q /4'0 TA O SM.TOo4 (2U t. AT -O.C._6 INCXOPS TO j BIHFRA am OF.(!)) EAT T NEE DETAIL R� (ti R yy SIDE C ON 1 SEE DETAIL X FOR -� IJ OR ®O TRACKS - SEE DETAIL X FOR..J SLDE CONNECTION A� w�wQ OO �w SIDE CONNECTION TO TRACKS ca. _.a_ ra_r�_Aa.aR,_ I•iT 6 • 7 a 6 10 • To TRAr.MS n 0 EXISTING f CLASS '0 TAPCON ANCHORS 1/4'0 TAPCON ANCHORS #10x1/Y N.M.S. - 1 MIN. W/ 1 1/2' MIN. 016 O.C. EIRATIOATION 0 12' O.C. PENETRATION 0 12" O.C. \ \ 7 \', i� i 7 , . . , J . T7., 1\\ 1/2" MIN. zlixeielz.. M. F �, N / T � 1 1 R Y. 5 IN411 1QOR d_A��- (4 .' [w •i °..v* � 'q _N .; f (�OR®OR�OR V/x.�, •ry, __�� � s � OR OR 1 OR I °'®°'©•(77 `" 6O'"C`v•®O1 WAIL FINISH 2 x4 MIN. WOOD / WALL �_�•®w®.®w®.�n STUDS REDID. J FINISH @•®w�. ©•Q.©.©.Q.®w diII.6�wG3. E�v(en. Eil w O 1D. ID "I'll � �E .L ��: EII •� �: OR®OROOR OR®OR(f�OR(5 2'x4' MIN. WOOD STUDS. (AS APPLICASLE) OR ®4 END CONNECTION DETAIL • REOUIRm ONLY FOR SPANN GREATER TEIAN 12'-0' ♦ SEE LIMITATIONS OF USE FOR BLADE lA ON SHEET 19 MN TO FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone `���� .•...... S�•```�P'' \,\GENS No. 4416 /flZ ;I,% WO '•.%p 'W, 02020 TILTECO, INC. 1L EC O A■S■S■N■cordion ®2020 EASTERN METAL SUPPLY, INC. BERTHA HVTM Shutter System x -O • STATE OFTILLIT �D'. • A(. G DNA; (`" �c' — Q"/�fug //Phone ov ��� Iwo. American Shutter Systems Association. Ina• 4268 Westrocds ^#9Mive West Palm Beach, FL 33407 H.V.HBLADE #1 w/ OR w/o H.v. WIrroow KAOE TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305, MRGINM GARDENS, FLORIDA 3316 (305)671-1530 . Fox : (305)B71=7531 e-mail: Hlteco®cOl.cam CA-0006719 WALTER A. TILUT Jr. P.E. FLORIDA Uc. # 44167 EV. Nu DESCRIPTION DATE DRAWN BY: M.P 1 OLO 17-107 /2/202 DATE: 7/2/2020 2 DRAWING No 2Q— 64 3 \\�� P.E. SEAL/SIGNATURE/DATE 4 5 SHEET 8 OF 20 6 1 kq WALL FINISH - -__ SPAN & DESIGN LOAD FOR INST -- L .. 1/4"0 TAPCON OR TAPCON WITH ADVANCED 4"x8" (Min.) EXISTING THREADFORM TECHNOLOGY WOOD BEAM REQUIRED. - - W/ 1 1/2" Min. PENETRATION 1/4'0-2Ox3/4" S.S. STRUCTEXISTIURAL OF THREADED AREA TO WOOD ADEQUAEAM 1" PHILLIPS TRUSS HEAD TO BE CERTIFIED BY iv EXISTING WOOD HEADER. 'Min MACHINE SCREWS (SEE SCHEDULE ON SHEET 15) W/ 1/4"-20 NUTS ARCHITECT PRIORNT R OR I EQ E - 0 12" O.C. SHUTTER INSTALLATION. I.. OR.1/4"0 TAPCON OR 1$ "- . - TAPCON WITH ADVANCED I I rMax' W/R 11 1/2" Min.ECHNOLOGY PENETRATION OF RDED AREA TO E 3\ I i G OPTIONAL I EXISTI WOOD HEADER. I 1 I (SEE SCHEDULE ON SHEET IS) L_.._l.=J � I_ EXISTING MIN 2"x4" EXISTING— HEADER REQ'D GLASS III MIN. SEPARATION TO GLASS II (SEE SCHEDULE ON SHEET 1 SO HV WALL HEADER INSTALLATION NOTES: 1-SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. MIN. SEPARATION TO GLASS li (SEE SCHEDULE ON SHEET 11 EXISTING I GLASS - II u WALL- :`..-f1) FINISH/ LEO ` 1/4"0 TAPCON OR 1 \---\ Pf , TAPCON WITH ADVANCED Min. MI I EXISTING GLASS i MN. SEPARATION I TO GIA55 (SEE 9.]1R ON SHEET 11 MFOR BLADE RFD ON ms19 FOR B.A065 I m & l i) - V CEILING MN SEPARATION TO G SS (SEE SCHEDULE ON SHEET EXISTING �AND ION -�� I SHEET 1919 FOR GIA55� m6m(D&� ALTERNATE ANCHOR R LOCATION '0 Max. 2"x6" MIN. WOOD —,., DECK REQUIRED (NO FINISH ALLOWED) S.S. THREADFORM TECHNOLOGY W/ 1/4"-20 NUTS W/ 1 1/2" Min. PENETRATION 0 12" D.C. 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM_/ OF THREADED AREA TO TECHNOLOGY W/ 1 1/2" Min. PENETRATION OF THREADED EXISTING WOOD HEADER. AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) SEE LIM ATIONS OF USE FOR �V _HV WALL SILL INSTALLATION BLADE ION SHEET 19 1 OW HV FLOOR INSTALLATION #143/4" EI S.M.S. 0 6" O.C. or or 75 I I -� I OPEN HOLE AT EACH -•/ STUD TO ACCEPT CI6-0 LAG AT ENTER OFSCREW TUBE. I EXISTING LAN SEPauTION N GLASS TO GLE (SEE I IQOR SO ED E aN SHFE ®� II BADEDAND _ 19 FOR BLADES (D& 3 ```�ft'R':.'�''P/ 02020 TILTECO, INC. .XQSO.ENS No.441 7 TILLIT TESTING & ENGINEERING COMPANY 'O STATE 0355 N.W. 35th, St.. Ste. 305, MRGINIA GARDENS, FLORIDA 33 Phone : (305)671-1530 . Fax : (305)871-1531 "(QRIp \ `�- e-mail: tiltecocool.com ALTER A. TUT Jr. ,`sS/ONAi rnl /clnnlnrl for /nn r WFLORDA Uc. # 44167E �OR ®� #102 /4" HEX WASHER HEAD TEK SCREWS 0 12' o.0 OF DECK IF APPUCA13LE U (IF APPLICABLE) EXISTING WOOD TRUSSES OR 1/2" -_-...— RAFTER 0 24" O.C. REQUIRED !_ EXISTING SOFFIT Max. THK. ,.1'x4"x1/8" CONT. ALUM. TUBE (6063-T6 ALLOY) W/ Of i 3 Of Q EACH /RAFTER OR TR0 LAG USS TO ry MIN. SEPARATION TO GLASS (SEESI ON S ,,,,.F LOCATE LAG SCREWS AT MIDWIDTH OF EXISTING WOOD MEMBER, (2" Min. NOMINAL WIDTH) W/ 2" Min. PENETRATION OF THREADED AREA VALID FOR INSTALLATIONS WITH 72psf MAX. A.S.D. DESIGN LOAD AND 9'-0" MAX. SPAN. THIS INSTALLATION IS ONLY VAUD FOR WOOD W/ MIN. SPECIFIC GRAVITY OF 0.50 AS DOUGLAS ®� FIR OR SOUTHERN PINE No. 2, OR OR EQUAL. WOOD 1/4"0 TAPCON OR TAPCON WITH ADVANCED_V rl THREADFORM TECHNOLOGY 1 1/2" Min. PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER. NES_�__ SCHEDULE ON SHEET 15) �X HV WALK —OVER INSTALLATION FLORIDA BUILDING CODE (Non High Velocity Hurricane IF �►.s.s.a. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 2020 EASTERN METAL SUPPLY, INC. oGR I f7A n V TM Accordion Shutter System KV, BLADE #1 W/ OR W/O H.V. WINDOW BLADE OLD 17-107 s 1 j DRAWING No I 4 1 1 1 20-164 n 2"x4" WOOD WALL FINISH PLYWOOD TO BE ATTACMEB- WITH SECTION 2308 OF THE 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY OF THREADED (AREA TO n. RATION EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) �-Il 11 OR ( x VV o OR (W N 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2" Min. PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) 1/4'0-20x3/4' S.S. MACHINE (1 /DR ' SCREWS W/ 1/4"-20 NUTS ® 12" O.C. _1 1" Min. .^� I EQ tea. I' g I OPTIONAL 1 ' WALL iFINISH EXISTING MIN. -- I l-2"x4" WOOD HEADER REQUIRED II MIN. SEPARATION TO GLASS EXISTING I (SEE SCHEDULE ON SHEET 11) GLAS"I N)HV WALL HEADER INSTALLATION II MIN SEPARATION TO GLASS EXISTING I! MIN SCHEDULE ON SHEET 11)-- --I GLASS L 1/4"O-2Ox3/4" S.S. ' r MACHINE SCREWS W/ r 1/4"-20 NUTS ® 12"-+ D.C. OR'I S I I WOOD REQ'D. i ADVANCED 1I111 AREA" INTO PLYWOOD I 't EXISTING MIN. 2'x4" STUDS ® 16" O.C. MAX. REQ'D, PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE WITH SECTION 2308 OF THE F.B.C. �P •' �,�C ENS No. 4411 o'•, STATE 0 F�OR10 �''a "8/0N AL ' __(SEE EXISTING GLASS --I $ II II 1 II -ram u r� Min. 1/42•0 TAPCON OR TAPCON WITH ADVANCED 1-SEE SHEET 4 FOR TYPICAL 1/2 MIN. CD 7THREADFORM TECHNOLOGY PLYWOOD REQ'D. W/ 1/2" Min. PENETRATION OF WALL FINIS THREADED AREA INTO PLYWOOD (SEE SCHEDULE ON SHEET 15) SHUTTER ASSEMBLY. 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. _... • SEE LIM TIONS OF USE OF BLADE 1A ON SHEET 19 ® HV WALL SILL INSTALLATION 02020 TILTECO, INC. IL EC®N�. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305, WRGINIA GARDENS, FLORIDA 33 Phone : (305)871-1530 . Fax : (305)871-1531 e-mail: tilteco®aol.com CA-0006719 WALTER A. TILLIT Jr. P.E. �.... FLORIDA Uc. # 44167 (SEE ' --(1)OR )i SCHEDULE ON SHEET 11 FOR BLADE LAND'.._ ON SHEET 19 FOR BLADES (D & WALL._ - FINISHl / t tCRCiI _ O OR 1/44"0 TAPCON OR TAP ON WITH ADVANCED --THREADFORM TECHN OGY W/ 1 1/2" _p Min. PENETRATION OF HREADED AREA TO EXISTING WOOD HEA R. i (SEE SCHEDULE ON HEET 15) -I-' - 2"x4' CONT. ILL PLATE REO' . ION TOG I l x 1/4"0-200/4" S.S. I I I a MACHINE SCREWS I I USING 1/4"-20 NUTS,I, 0 12O.C. R @ a L.—y_1" Min. I \. 1/4"0 TAPCON OR TAPCON WITH ADVANCED 1 THREADFORM TECHNOLOGY W/ 1 1/2" Min. PENETRATION OF THREADED AREA TO PLATE EXISTING WOOD HEADER. ` I �(SEE SCHEDULE ON SHEET 15) — •'� "1 WALL FINISH ® HV WALL SILL INSTALLATION A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 h Velocity hurricane © 2020 EASTERN METAL SUPPLY, INC. aGn I nA "r TM Accordion Shutter System H.V. BLADE #1 W/ OR W/O H.Y. WINDOW BLADE 1 I OLD 17-107 7/2/2020 DATE: 7/2/2020 3 DRAWING No 4 1 20-164 61 SHEET MAXIMUM GIVEN A.S.D. MAX.SHMER DESIGN PRESSURE RATING (o.s.f,) AND CORRESPONDING MAXIMUM SPAN NEGATIVE AS D DESIGN PRESSURE RATING AND (SEE MOUNTINGS ON SHEETS 16 & 17). ANCHOR A CORRESPONDING SPACING (in.) MOUNTING SCHEDULE TYPE FOR A :S3 u B !EE; = FR MAXIMUM SOUTHERN PINE No. DOUGLAS FIR 2 W/ W MIN. G=0.55, / MIN. G=0.50 SPRUCE W/ PINE FIR NORTH MIN. G=0.43 SPRUCE W/ PINE FIR SOUTH MIN. G=0.36 1/2' MIN. COX PLYWOOD SOUTHERN PINE °• 2 W�LpMSIN.�RG=0.55, MIN G=0.50 W/ SPRUCE PINE FIR NORTH W/ MIN. G=0.43 SPRUCE PINE FIR SOUTH W MIN. G=0.36 SPAN (H) WALL M, MOUNTINGS IN, 0 & R CEILING MOUNT T FLOOR MOUNTINGS W& X WALL M, MOUNTINGS N, 0 & R CEILING MOUNT T FLOOR MOUNTINGS W& X WALL MOUNTINGS M N, 0 & R CEILING MOUNT T FLOOR MOUNTINGS W& X WALL MOUNTINGS P& 0 13.0. WALL MOUNTINGS S& V B.O. WALL MOUNTINGS S& V B.D. WALL MOUNTINGS S& V S➢. MM N1AK PI®AE MW (Is!) _ _ _ _ ISO OM NDTM TN551IN WNC (Id) .11M 1W.AO E F09NE 1(0)) LSD. DMM IEGpIIE PI WK PANG (A D DI9011kG1TM: f3E151IE RUM (pdJ sA. DE491 N.fAM1E �I¢ NANC (ydj . Of.9G1 NGIIhE NR59.EE RIiNG W SA NSBI 11DI11th RiS91E RgTG (p:) k&D N8A NGUM NElSl1E R9NG (pM) ksa. 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ANCHORS TO WALL FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: - 1/4"e TAPCON ANCHORS. AS MANUFACTURED BY I.T.W. BUILDEX W/ MINIMUM EMBEDMENT AS INDICATED AT EACH SECTION ON SHEETS 16 & 17. EXCEPTION: SEE NOTE 2 BELOW. 2. ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U. SHEET 17 AND SHALL CONSIST OF TAG SCREWS AS PER NOS 2013 SPECIFICATIONS. 3. SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No. 2 W/ G=0.55 (N.D.S) -DOUGTAS FIR W/ G-0.50 (N.D.S.) -SPRUCE PINE FIR NORTH W/ G-0.43 (N.D.S.) -SPRUCE PINE FIR SOUTH W/ G=0.36 (N.D.S.) -MIN. 1/2' COX PLYWOOD (1986 APA) 4, ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 0, P TI jT�nn,,�� 02020 TILTECO, INC. I ' IL ECOiNc. 4457 No. * TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St. Ste. 305. VIRGINIA GARDENS, FLORIDA 331 ,Q •. STATE F � Phone (305)871-:Silt] .Fax (305)871-1531 e-mail: t®°ol.comLOR A CA-0006719 1'F....... '• WALTER A TILLT Jr. P.E. . FLORIDA% Lc. # 44187,""1W/-S/0N K%%%`ZFAI /CI('NATI 1Rf= /r)ATC FLORIDA A.S.S.A. American Shutter Systems Association, Inc. 4268 WestrooL Drive West Palm Beach, FL 33407 Hurricane Zone © 2020 EASTERN METAL SUPPLY, INC. V Gfl ■ "V% " V TM Accordion Shutter System H.V. BLADE #1 W/ OR W/O H.V. WIND(AM BLADE 1 I OLD 17-107 7/2/202 1 DATE: 7/2/2020 a DRAWING No 4 1 1 1 20-164 MOUNRNGS I, J, K & L ON SHEET 7) POURED CONCRETE POURED CON CONCRETE BLOCK 1 WALK OVER & Ii TRENCH _fOUNIING QJ RAINGUARO MOUNTING QK WALL/f100R MOUNTING ©WALL/WALK OVER MOUNTING SPAN (ft S.D.. DESIGN NEGATIVE PRESSURE RATN0 S.D. DESIGN NMTIVE PRMIRE BATING SA. DESIGN NEGATNE PRESSURE RATING D. 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B __ _....- 8 - t2 11 7S 6 _._._ 5 -_ .75 - -. - 7 7 7 7.5 8 4.5 _ -__ - 5 5 5 5 5 -.-. 4.5. _ - - 14 12 10 9 8 e - - 12 1.5 7.5 6 5 3.5 - - 7 7 6.5 5 4 - - - 5 5 5 5 4_- 14 12 -..- 10 9 B 8 - - 12 9.5 8.5 r...- 5.5 4 -- 3 __.. - 7 7 7 7 7 - 7 - 8 3 5 5 5 5 5 5 5 5 9,-0„ 14 12 10 9 8 8 - - 0. 0.5 B" 5 4 3.5 - - - 7 7 7 8 S 3.5 - - 5 5 5 5 5 4 3 - 14 12 10 9 8 8 - - - 12 . 10 _-._ 6.S _ 5 4.5 - - - 7 -7 7 __ 7 _ 6.5 � 5.5 - - - 5 5 5 5 5 4 - - 14 12 10 9 8 8 - - 12 10.5 7 5.5 4.5 3.5 - 7 7 5S 4.5 3.5 - - - 5 5 5 4.5 3.5 -__ -_ - 14 12 10 9 8 8 - - 12 11 8.5 e 5 3.5 _- - -_ 7 7 7 7 7 7 4.5 - 5 5_ 5 5 5 5 5 4.5 10•-0" 14 12 10 9 8 8 - 9.5 7 4.5 3.5 3 - - - 7 77 5.5 4.5 - 5 5 5 5 4.5 3.5 - - 14 12 10 9 '8 8 - - 12 B 6 5 4 - - - 7 7 7 6 5 _- - _- - 5 5 5 4.5 5 - - 14 112 10 1 9 8 8 - - 12 9.5 6 5 4 3 - - 7 7 5 4 3 - - - 5 5 5 4 3.5 - - - 14 12 10 9 B 8 - - - - ._..- 12 10 . 7 5.5 4.5 3.5 - - 7 - 7 __.._ 7 ___ 7 7 - 7 3.3 - _...__. 5 5 __. 5 _ 5 9 _ S g _4_. 14 12 10 9 B 8 - - 4 3 - - 7 7 6 5 4 - - - 5 __ $ 5 _ _ S _ 4 3 - - ---- 14 12 10 - 9 B B - - 11 11 a 8 5.5 - 4 4 - _ - -- - - 7 7 7 5.5 4.5 _ _ - - 6 5 5 6 4.5 - - - - 14 12 _. 10 9 _9...._.._ 8 - _.__.. - - 1.6 8.5 5.5 4.5 3.5 -' - - _.- 7 7 4.5 3.5 - - - - 5 5 4.5 3.5 3 - - - 14 12 - 10 9 8 - - - 12 9.5 8.5 5 4 3, - _ 7 7 7 7 7 -.._ 8 3 - 5 5 5 5 -_ 5 ___. 5 4.5 3.5 14 12 _.-.-....-.___ 10 9 B - - - e 6 4 3 - -_ - _ _.7.- - 7 7 4.5 - - - 5 5 5 4.5 4 _. 3 ..__ - - 14 12 10 -9-11-:7 - 10 7.5 S 4 - - - - 7 7 6 5 - - - 5 5 6 5 4 - 14 t2 10 9 8 - - - 0.5 8 5 4 3.5 - - - 7 6.5 4.5 3.5 - - - - 5 5 4.5 3.5 3 - - - 14 12 10 9 8 - - - 1.5 8.5 6 4.5 3.5 3 _ = 7 7 7 7 4.5 - - $ 5 5 5 5 4.5 3.5 13•-0" 14 12 10 e e - - _.-_ - 7 S.5 3.5 3.5 3 - _ - - - 7 .7 7 5 _ 4 3 - - - _ 5 _5 �5 5 4 3 - - --. - 14 12 10 9 -.. e - - - 9 7 -.._ .75 - - - - - 7 7 ..._. S.5 4.5 - - - _ 5 -----__.. 5 5 4.5 4 _ - - - 14 12 10 9 - - - - 10 7.5 5 4 3 - - - 7 6 4 3 - - - - 5 5 4 3 - - - - 14 12 10 9 --- - - - - 0.'S B 5.5� 4 3.5 - - - 7 7 7 -7 7 4 - - 8 5 5 5 5 5 4 3 14'-0" �.. 14 72 10 9 - - - 6.5 S 3 -- -- - 7 7 5 3.5 - -_ - - 5 S S ----- 4 - - - 14 72 10 9 - - - 8.5 6.5 4 - -- - -� _7_ 7 5- 4 - - ------5 5 5 4 - _-_ - _ - 14 12 10 - - - - - 9 7 4.5 3.5 3 - - - 7 5.5 3.5 - - - - 5 5 3.5 3 - - - 14 12 10 - --- 10 7.5 5 4 3 - 7 7 7 7 7 3.5 -- _- 5 5 5 55 5 4 3 15•-0. 14 12 10 ..- -_._- -_.. -- 6 4.5 3 __ -.. -_ __.-_-..7 7 4.5 3 _ _ _ _ 5 5 4.5- t4 12 10 - - - - - e B 4 - - - - 7 7 5 - - 5 5 5 4 - - - - 14 12 10 - - - - - 8.5 8.5 4 3.5 - - - - 7 5.5 3.5 - - - - -_ 5 5 3.5 - - - - - 14 12 10 - - - 9.5 7 4.5 3.5 3 - --- - -7_ 7- 7 7-8 3 - - 5 5 S 5 5 4.5 3.5 - 16•-0" 14 12 10 - - --- 7 6.5 . 4 - .-_ _ .-. - - - - 14 12 10 - - - - - 7.5 5.5 .75 - - - 7 7 4,5 - C EN F �' No. 44167 4 STATE F •,F�0RI NAL P ... N� n.ci\ 02020 TILTECO, INC. 1/1 w. �. 4(Z 2� -d� TILLIT TESTING &ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305. VIRGINIA GARDENS, FLORIDA 33 Phone : (305)871-1530 . Fax : (305)871-1531 e-mail: tlltecocool.com CA-0006719 WALTER A. TILLIT Jr. P.E. Frei /n,nr., er, rnr /n n-rr FLORIDA Lic. # 44167 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLID -SET BLUE TAP TAPPER+ * SEE ANCHOR SPECIFICATIONS ON SHEET 13 0 VALID ONLY FOR UP TO +70, -75 PSF A.S.D DESIGN PRESSURE RATING & FOR SPANS PER SCHEDULE #3, SHEET 11 HV BLADE ONLY FLORIDA A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 Non Nigh Velocity Hurricane Zon C 2020 EASTERN METAL SUPPLY, INC. 11101111 2 "PS " 1 TM Accordion Shutter System H.V. BLADE #1 W/ OR W/O H,V. WINDOW BLADE 1 OLD 17-107 /2/202 DATE: 7/2/2020 3 DRAWING No 4 20-164 5 0. & H ON SHEETS 6 & 1. ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED CONCFE11E/CONCNk7E BLOCK POURED CONCRETE M�1MUUM (DWALL SILL MOUNTING © CEILING MOUNTING �^/ FLOOR MOUNTING (R) OLS.O. DESIGN NEC#TNE PRESSURE PAYING P S.O. DESIGN NEG4TM PRESSURE RATINGA.S.D. DE9GN_NErATNE PRESSURE RATING psf) 30 40 60 75 90 120 160 205 30 40 60 75 90 12011601205 30 40 60 75 90 120 160 20S 14 12 10 9 8 6 6 5.5 14 12 10 9 8 a 6 6 14 12 10 9 8 8_ 6 6 3'-O" 14 12 10 9 6 e 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 9 e 6 V OR LESS 14 12 10 9 _. 8 L. 6_ 6 14 12 10 8 8 8 6 14 12 10 9 8 8 6 6 14 12 10 9 B B 6 7 14 12� 10 _9 _ 9 9 a B 6 14 12 10 9 8 8 6 6 14 12 10 9 8 7 5.5 3.5 14 12 10 9 e 8 6 6 14 12 10 9 8 8 6 5 4'-0" 14 12 10 9 8 6 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 5.5 14 12 10 9 e 8 6 4 14 12 10 9 e s 6 4.5 14 12 10 9 8 6 4 3.5 14 12 10 9 8 8 6 4.5 14 12 10 9 8 8 6 5.5 14 12 10 9 8 8 8 45 14 12 10 9 7.5 5.5 3.5 - 14 12 10 9 8 8 6 5 14 12 10 9 8 7 5.5 4 5'-0' 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 5.5 14 12 10 9 8 8 6 4.5 14 12 10 9- 8 7 4 - 14 12 10 9 8 B.5 -5 -3.5 14 12 10 8 6.5 -5 .-3.5 3 14 12 10 9 8 7.5 4.5 - 14 12 10 9 8- B 8 4.5 14 12 10 9 B 6 4.5 3.75 14 12 9.5 7.5 6.514.5 - - 14 12 10 9 8 7.5 5.5 4 14 12 10 9 8 6 4.5 3.5 6'-0' 14 12 10 9 8 8 6 - 14 12 10 9 8 B B 5 14 12 10' 9 8 6.5 5 3.5 14 12 10 9 7.5 5.5 3 - 14 12 10 &5 7 5.5 4 3 14 12--8 6.5 5.S 4 3 - 14 12 10 9 e 5 - 14 12 10. 9 8 6.5 5 .75 14 12 10 8.5 8 5 4 14 12 8 6.5 5.5 3 - - 14 12 10 9 8 6.5 4.5 3.5 14 12 10 8 7 5 3.5 3 7'-0' 14 12 10 9 a 8_ - 14 12 10 9 8 7 5 4 14 12 10 9 7.5 5.5 4 3 14 12 10_ 8 _ 4 - - 14 12 9 8 4.5 - 14 112 7 4S - - 14 72 10 8.5 7 7 -4 �-- --. -14 12 10 _9 9 7.5 5.5 ;F 4 - 14 12 9 7 7 7.5 4.5 4.5 - - 14 11 7 5.5 4.5 - - - 14 12 10 9 7.5 &5 4 - 14 12 9 7 6 4.5 3 - 8'-0" 14 12 10 9 8 6.5 - - 14 12 10 9 8 6 4 - 14 12 10 6 6.5 5 3.5 - 14 12 8.5 7 5.5 3 - - 14 12 8 6.5 5.5 4 3 - 2.5 9.5 6 5 4 3 - 14 12 9.5 7.5 6 - - - 14 12 9.5 8 6.5 5 - 14 12 _ 8 13 9.5 6.5 5 3.5 - - - 14 12 10 8 6.5 5 - - 14 12 8 6.5 5 4 - 91-0. 14 12 10 9 .-a - - - 14 12 10 _ 9 7.5 4.5 - - 14 12 a.5 7 5.5 4 - - 14 11.5 7.5 6 4 - - - 14 11 7 6.3 5 3.5 5.5 4.5 3.b - - - 14 12 6 6.5 4.5 - - 14 12 8.5 7 5.5 4 _ - 14 10.5 7 5.5 6 4.5 - - 1.5 8.5 5.5 4 - -_ - - 14 12 9 7 6 4.5_ -_ - 14 11 7 5.5 4.5 3S - - 10'-0" 14 12 10 9 7.5 - - -_ 14 12 10 _ 8 6.5 5 - - 14 12 8- 6 5 4 - - 14 10.5 7 5 3.5 - - - 13 9.5 6.5 5 _4 __9__ - - 10 7.5 5 4 - 14 11 7.5 5.5 - - 14 11.5 9 6 5 4 - - 2.5 9.5 6 5 _3_ 4 4 - - 0.5 8 5 - - - - - 14 12 8 6.5 5.5 4 - - 13 10 6.5 5 4 3 I V-0' 14 12.5 12 9.5 10 5 _ - - - - - - - - -_ 14 12 12 9 9 6 7 4.5 B 4 4.5 3 - - 14 9 10.5 7 7 4.5 5.5 3.5 4.5 3 3.5- - 14 10 7 - - - - 14 10.5 7 5.5 4.5 - - 1.5 8.5 5.5 4.5 3.75 - 9.5 7 4.5 _-_ -_ _- - - 14 11.5 7.5 8 5 - - - 12 9 8 4.5 4 - - 12'-0" 14 12 10 - - - - - 14 12 8 6.5 5.5 - - - 13 10 8.5 5 - - - 1.5 8.5 4,5 - - - - - 11 8 5.5 4 3.5 - -' 6 6_ 4_ _4 - - 3.5 9.5 6 - - 13 9.5 6.5 5 . 4 - 0.5 8 5 4 - - 9 8.5 - - - - - - 14 10.5 7 5.5 4.5 - - - 11 8.5 5.5 Cli 3.5 - - - 13'-0"'0.5 14 12 - - - - - - 14 11.5 7.5 e 5 - - - 12 - 9 _. 6-_ 4.5 __._. 4 ._._ - ..__..._ - _.. - 8 _-_ - - - - - 10 7.5 5 4 3 - - - 7.5 5.5 4 3 - - - - 2.5 8.5 - - - - - -�...12 9 8 4.5 4 - - - 9.5 7 5 4 - - - - 8 6 _ _-_ - - - - -_ 13 9.5 6.5 5 - - - - 0.5 7.5 5 4 - - - - 14 12 - - - - - - 14 10.5 7 & - - - - N 8.5 5.5 4.5 - - - 10 9 7 4.5 3S - -.--- -.. - 7- _- _ 1.5 11 8 5.5 4.5 - - - - 9 6,5 4.8 - - - --- 7.5 - - - - - - - 12 9 5 - - - - - 9.5 7 4.5 - - - - - 15'-0" 14 -__ - - - - - - - 3.5 10 6.5 - - - - - 0.5 8 5 _...._- - - ---- - --- - --- - 9 - - - - - - 8.5 6.5 4 - - - - 6.5 5 3 - - - - - io - - _ - Gs e 5 - - - - a.s- 7 - - - - - - - 11.5 8.5 S.5 - - - - - 9 14 - - - - - - - 2.5 9.5 6 - - - -- - 10 7,5- 6 8 1 8 1 4 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLID -SET BLUE TAP W/ CAP TAPPER+ • SEE LINT AODNS OF USE FOR BLADE ON SHEET 19 1 HV BLADE OR Cl)V BLADE W 1WINDOW BLADE WORKING IN UNISON (A) TO EXISTING POURED CONCRETE: (Min. f'c - 3 ksi) - 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX. (Min. f'c = 3 ksi) - 1/4"0 x 3/4" ALL POINTS SOLID -SET ANCHORS, AS DISTRIBUTED BY'ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. (Min. Fo = 3 ksi) - 1/4'0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. (Min. f'c = 2 kai) - 1/4"0 TAPPER+ ANCHORS AS MANUFACTURED BY DEWALT, INC., AND DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. (Min. f'c - 3 ksi) NOTES: At) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ ANCHORS IS 1 3/4", AND FOR BLUE TAP W/ CAP ANCHORS IS 1 1/2". A.2) MINIMUM EMBEDMENT OF 1/4"0 x 3/4" ALL POINTS SOLID -SET ANCHORS SHALL BE 7/5"INTO THE POURED CONCRETE NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4"0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND 1" MINIMUM FOR WALLS WITH NO STUCCO. A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES A7) & A.2) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. FOR INSTALLATION INTO SIPS WITH METAL STUDS SEE SHEET 20. (9) TO EXISTING CONCRETE BLOCK: (ASTM C-90) - 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX. - 1/4"0 x 3/4" ALL POINTS SOLID -SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. - 1/4"0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. - 1/4"0 TAPPER+ ANCHORS AS MANUFACTURED BY DEWALT, INC., AND DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. NOTES: B.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON, BLUE TAP W/ CAP ANCHORS AND TAPPER+ ANCHORS IS 1 1/4' AND TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1". 8.2) MINIMUM EMBEDMENT OF 1/4"0 x 3/4" ALL POINTS SOUD-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4" 0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND 1" MINIMUM FOR WALLS WITH NO STUCCO. 8.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES: ANCHORAGE SHALL BE AS INDICATED ON NOTES 8.1) & B.2) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE (E.O.) VERSUS SPACING RELATIONSHIP FOR ANCHORS, EDGE DISTANCE VERSUS SPACING SCHEDULE MR ANCHORS. MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW. FOR E. D. LESS THAN THE INDICATED, REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. FACTOR ACTUAL EDGE DICTANCE TAPCON TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINT SCUD SET BLUE TAP W/ CAP TAPPER + MIN. SPACING E.D. MIN. SPACING - 3" MIN. SPACING - 3" MIN. SPACING = 3 1/2' MIN. SPACING = 3" 3 3/4" 4' POURED CONCRETE & CONCRETE BLOCK MN. E0.=3" POURED ODNORETE MIN E0.=31/2' DONOREM BLOCK MN. ED.-21/2' POURED CONCRETE & CONCRETE BLOCK MN E0.=3 1 POURED CONCRETE & CONCRETE BLOCK MN ED.=3' pOIAiED CONOtEIE MN. ED. -31/Y C014(71EIE BLOCK MN. ED. =2 1/Y 3" 1.0 0.90 1.0 0.78 1.0 0.84 1.0 - - - 2" _ 0-71 - - -- _ --.. 0.51 v - 1 3/4" - 0.91- 1 1 2" 92020 TILTECO, INC. Hurricane Zone 2020 EASTERN METAL SUPPLY, INC. �•I ..... _.I/- -"Z' BERTHA HVTM •`��P\C E /� _ A �. Accordion Shutter System No. 44 67 - A.S.S.A. ■ ■ ■ H.V. BADE #1 W/ OR W/0 RV WINDOW GLADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems i EV. No DESCRIPTION DATE I DRAWN BY: M.P "a' F = 6355 N.W. 36th. St., fife. 305. VIRGINIA GARDENS. FLORIOA 331E Association, Inc.1 OLD 17-107 /2/202 DATE: 7/2/2020 STATE �'• Phone : (305)871-1530 . Fox : (305)871-1531 4268 Westrocds Drive 2 %0,�;•. F(�R� P, •'k. �� a -mail: tilteco®aol.com DRAWING No West Palm Beach, FL 33407 3 �f C I q�/CCs''•... . .• CA-0006719 20-� 64 < S WALTER A TILLR Jr. P.E. 4 '77Ok... \3tA[7AI /CInnIAT1 Tor /n Arr FLORIDA Ue. }} 44/67 6 CI•IFF'T POURED CONCRELE SEE MOUNTINGS A, S. C. D AND F ON SHEET 6 POURED CON CONCRETE BLACK MAXIMUM SPAN A WALL HEADER MOUNTING W/ A WALL HEADER W/ 4 MOUNTING ® WALL HEADER MOUNTING D WALLSILL OUNEING W/ D WALL SILL W/ 4 OUNTING CBc WALL HEADER/SILL MOUNTING (R) A.S.D. DESIGN NEGATIVE PRESSURE RATNG (Qsl A5.0._DMON NEGATIVE PRESSURE RATING (P1 AS.D. DESIGN NECATNE PRESSURE (psi) A.S.D. DESIDN NEGATIVE PRESSURE RATI AS.0.10ESGN NEG4TMi PRESSURE PATNG (pet ASA. DESIGN NEG4TNE PRESSURE PALING 30 40 60 75 90 120 180 205 30 40 60 75 90 120 160 20S 30 40 60 75 90 120 180 205 30 40 80 75 90 120 180 205 30 40 60 75 90 120 160 205 30 40 80 751901120 160 205 4 12 10 9 8 a 8 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 e 8 B - 14 12 10 9 8 8 6 5.5 LESS 4 12 f0 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 8 6 14 12 10 9 8 8 8 6 8 8 0 8 e 88 e 12 10 9 8 8 B 5 14 f 2 10 9 8 8 8 6 14 12 10 9 8 8 8 6 14 12 10 9 8. 8_ 8 3 14 12 10 9 B 8 6 B 8 8 8 B 8 8 8 6.5 12 10 9 8 8 6 e 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 e e B - 14 12 10 9 e s 6 6 8 e e a e B B 7 12 70 9 8 8 B 4 14 12 10 9 8 8 8 6 14 12 10 9 8 8 e e 14 12 10 9 8 7 - - 14 12 10 9 0 7 5.5 - B 8 8 B 8 7 5.5 4 12 10 B 8 8 6 - 4 14 12 10 9 e e 6 6 14 12 f0 9 e 8 8 _ 6 _ 14 ..12 12 - 10 _ 9 _ B e 5.5 - 14 12 -.A. 10 9 8 ___._ e a 6 8 e e e _. e B 8 e 12 10 9 8 B 4.5 - 14 12 f0 9 8 e B 4 14 12 10 9 B e 6 6 14 12 f0 9 8 8 - - 14 12 f0 9 8 8 B - B 8 8 8 8 8 6.6 5 12 10 9 B B 6 4 14 12 10 9 8 B 6 6 14 12 10 9 8 8 6 6 14 72 1D 9 8 8 - 14 12 70 9 8 8 8 EI B 8 8 B B 7 5.5 12 10 9 e B 4.5 - 4 14 12 10 9 8 B 6 3.5 14 12 f0 9 e e 6 6 14 12 10 9 7.5 - - - 14 12 10 9 7.5 5.5 - - B 8 8 8 7.5 5.5 4 3-_-- 17--0- 4 12 10 9 e 8 4.5 - 14 12 -�__ 10 9 8 - 8 6 3.5 14 12 10 9 8 8 6 6 14 12 10 9 8 7 - - 14 12 10 9 8 8 6 - 8 8 a a B 8 8 8 4 12 10 9 8 5.5 - - 14 12 10 9 8 B 4.5 - f4 12 10 9 8 8 6 S 14 12 10 9 8. 3 - - 14 72 10 98 7 - - 8 8 6 8 8 7 5 4 4 12 10 9 B 8 4 - 14 12 10 9 8 8 6 3.5 14 12 10 9 8 8 B 6 14 12. 10 8 8 - 14 12 10 9 8 7.5 - - 8 8 B 8 8 7.8 5.5 4 4 12 10 9 8 5.5 3 - 14 12 10 9 8 e 4.5 - 14 12 10 9 8 8 6 6 14 12 0.5 7.5 4 - - - 14 12 9.5 7.5 6.5 3.6 - - 8 8 8 7.5 6.5 4.6 3.5 - 4 12 10 9 8 5.5 - - 14 12 10 9 ___..-___ 9 8 4.5 - 14 12 10 9 e 8 6 8 14 12 f0 9 5 4 - - 14 12 f0 9 8 8 4 - B e_ a 8 8 B B 7.5 4 12 10 9 8 3 - - f 4 12 10 9 8 B - - 14 12 10 9 8 8 S.S J:5 14 12 10 B 4.5 - - - 14 12 f° 9 _____ 7.5 4 - - B 8 8 8 7.5 5.5 4 3 4 12 1p 9 8 5 - - 14 12 10 9 8 8 4 - 14 12 10 9 8 8 6 5.5 14 12 10 _ 9 5 - - 14 12 10 9 8 45 - - B 8 B 8 8 6 4.5- 12 10 9 8 4 - - 14 12 10 9 8 6.5 3 - 14 12 10 9 8 8 -_ 6 - __ 14 12 8 4.5 - - - 14 12 8 6.5 5.5 - - - 8 EI 8 5.5 4 3___.__.�_._ 4 12 10 9 8 4 - - 14 12 10 9 8 6.5 3 - 14 12 10 -..- 9 8 8 __._ 8 - _- 14 12 10 9 e - - - 14 ._ 12 10 9 B 7 - - e 8 e 8 8 7.54 12 10 9 4.5 - - - 14 12 10 9 8 4 - - 14 12 10 9 e 7 4 - 14 12 10 5.5 - - - - 14 12 10 a 8.5 - - - 8 ail 1885 8.5 5 3.5 - 14 12 10' 9 7.5 3.75 - - 14 12 10 9 8 6 - 14 12 10 9 8 8 6 - 14 72 10 - B - - 14 12 10 8.5 7 - - e e e 7 5 4 14 12 10 9 5.5 3 - - 14 12 10 9 8 4.5 - - 14 12 10 9 B 8 - - 14 11 7 - - - - - 14 11 7 5.5 3.5 - - - 8 8 7 5.5 4.5 3.5 - 14 12 10 9 5.5 - - - 14 12 10 9 8 4.5 - - - 14 12 10 9 8 8 - - 14 12 10 7 4 - - - 14 12 10 9 B 3 - - e 8 B 6 8 _- 8•-0" 14 ._. 12 10 5.5 3 -- - - - 14 12 10 B B - - - _.-- 74 12 - 10 e ---- e - S.5 --- - - - - 14 12 8.5 3 - - - - - - --- 14 --.... 12 -- 8.5 - 7 4 -- - -_ - 8' 8_B. 7 S.S 4 3 - 14 12 f0 9 5 - ---- 14 - 12 --- 10 -...-- 9 8 -..._._ 4 - - - 14 12 10 9 8 8 - -- - --- 74 -' 12 -- 9.5 __. - - - - - 14 12 _. 9.5 �... 7.5 T_.. 4.5--- - 8 -8 _ 8 _ 7.5 B 4.5 - - 14 12 10 6.5 4.5 - - - 14 12 10 9 7.5 - - - '14 12 10 9 8 - - 13 9.5 4 - - - - 13 9.5 6.5 5 - - - e S 6.5 5 4 3 - 14 12 10 8.5 4 - - - 14 12 10 9 7.5 - - - 14 12 10 9 8 - _ - 14 12 10 5 - - - - 14 12 10 9 5.5 - - - 8 8 8 8 8 6.5 6 3 9,-0, 14 12 8.5 4 - - - - 14 12 10 9 4.5 - 14 12 10 9 7S - - - 14 11.5 4.5 - - - - - 14 11.5 7.5 6 - - - e 8 7.5 6 5 -4-- - 14 12 10 8 4 14 12 10 9 7 - - 14 12 10 9 8 - - 74 12 5 - - 14 12 8 6.5 - - - 8 B 8 8.5 5.5 4 - 14 12 9.5 5 14 12 10 9 5.5 - - - 14 12 10 9 8 - - - 1.5 8.5 - - -_ - - 11.5 8.5 5.5 - - - -_ B 8 5.5 4.5 3.5 - - 14 - 12 - -.5 -__ 5 3.5 - - - _ 14 - 12 10 9 5.5 - - _- - .__. 14 12 - 10 _9 9 _. 8 _- - - - - 14 12 7 .___ - - - _- - _ - - - 14 12 10 7.5 - 5 _ _ _ _-_ - 8 8 B 8 8 7.5 4.5 - 14 12 S.S 3 - - - - 14 72 70 8 3 - - - 14 12 10 9 B - - - 14 10.5 3 - - - - - 14 10.5 7 3.5 - - B B 7 5.5 4.5 3.5 - - 14 12 9 4.5 J - - - 14 12 10 9 5 - - - 14' 12 10 B 8 - - - /4 11 - - - - - - 14 17 7.5 - - - - --8 _ 8 _ 7.5 8- 14 12 7 - - - - - 14 12 10 - - - - - 14 12 10 - - - - - 0.5 e - - - - - - 10.5 8 5 - - - - - 8 8 54 3.5 - - - 11•-0" 14 12 7 - - - - _.._._.._-.. -. - 14 12 .._._ 10 e - .. - - - 14 /2 10 _ - - _ - ..__ - .... .__ 74 72 S - - - - - - - 14 12 10 - - - - 8 8 8 8 8 7 3.5 - 14 12 4 - - - - - 14 12 10 - - - - - 14 12 10 - - - - - 2.5 9:5 .- - - - - 2.5 9.5 8 - - - - 8 8 6 5 4 3 - - - 14 __ 12 _.-. 6.5 -. - _._ - - - 14 12 10 - __ - _ - 14 _... 12 - 10 - - __._. - - 3.5 70 _ -. _......__.._.-_ - - - _._. - .__ 14 10 7 - - _ - . - 8 8 7 5.5 4.5 - _ - 14 12 5.5 - - - - - 14 12 10 - - - - 14 12 10 - - - - - 9.5 7 - - - - - 9.5 7 3.5 - - - - - a 7 4.5 3.5 3 - - 1-0 14 12 5.5 - - - - 14 12 10 _- - - - - - 74 12 10 - - - - 14 i 4 - - - - - 14 12 10-.- - - - - 8 8 8 8 8 6 312 - 14 12 3 - - - - - 14 12 B - - - - - 14 12 10 - - - - - 1.5 8.5 - - - - - 11.5 8.5 4 - - - - - 8 8 5.5 4.5 4 - - 14 12 5 - - - - 14 12 10 - - - - 14 12 10 - - - - - 2:5 95 _- - - - - 3.5 9.5 45 - - - 8 8 6 5 4 - _- - - - 14 12 - - - - 14 12 - - - - - 14 12 - - - 4 4.S - - - - 9 6.5 - - - 8 8.5 4.5 3.5 3 - - - to 12 to lz - - - - - - to tz - - - - to 72 - - - - - - to tz - - - _ - _� a -B_ e_ e B as - - 13'-0" 14 10 - - - - - - 14 Ti - -- - - - - 14 12 - - - - �0.55.5 - - - - - 70.5 8 _- - - - 8 B 5 4 3.5 - - - 14 12 - - - - - - 14 12 - - - - - - 14 12 - - - - - 1f.5 6 - - - - - - 11.5 8.5 - - - - ---- B 8� 5.5 4.5 - - - - 14•-0" 14 12 - - - - - 14 12 - - - - - - 14 12 - - - - - - 8 3 - - - - - - B 14 6 12 _-_ - -_ - - - - - - - - -- 8 8_ B 4 3 - - - - 14 12-_-- - _- - _ - _ - - 14 12 - - - - - 14 12 - - - - - - - - - - - 14 10 9 4 -- - - - - _- - - - - _ 8 8 _ 8 7.5 _- 4 14 7 - - - - - - 14 12 - - - - - - - 14 12 - - - 1D 7.5 - - - - - -�8 7.5 5 4 3 - - - 14 11.5 - - - - - 14 12 - - - - - 14 12 - - - - - - 0.5 4 - - - - - 0.5 8 - - - - - - 8 8 5.--4 - - - - 14 _ _ _ _ _ _ 14 _ _ _ _ _ _ _ 14 _ _ - _ - _ _ 7.5 - _ _ _ _ _ - 7.5 - - _ _ _ - _ 7.5 5.5 3.5 3 _ _ _ _ 14 ._...-_ - - - 14 - - - ... _._..-- - 74 - - 14 - - _ _ 14 - - - - e e e 7 7 3.5 - - 15•-0" 14 _ _ _ _ _ lq _ _ _ _ _ _ _ 14 _ _ _ - _... -- _ _ g _ _ _ - _ _ __ g - _ - _ _ _ _ _ 8 7 4.5 3.5 3 ib ip _ _ _ _ _ _ ip _ _ _ _ _ _ _ 8 7.5 5 4 _ _ _ 14 _ _ _ _ _ _ _ 14 _ _ _ _ _ _ 7 _ _ _ _ _ _ _ 7 _ _ _ _ ___7 5.5 3.5 _16•-0" 14 _ _ _ _ 14 _ _ _ 14 - - _ _ - _ - 14 - 14 - - - -8 e e 7.5_.14 _-_ _ _ _ _ _ 14 _ _ _ M-14 _ _ _ _ _ g _ _ - __ _ _ e _ _ _ _ _ _ _ 0 85 4 3.514 _ _ _ _ _ _ _ 14g,S _ _ _ _ _ _ _ 8..7 4.5 _ TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLID -SET - BLUE TAP TAPPER+ * SEE ANCHOR SPECIFICATIONS ON SHEET 13 ♦ SEE LIMITATIONS OF USE FOR BLADE 1A ON SHEET 19 (� HV BLADE OR n HV BLADE W/ 1A HV WINDOW BLADE WORKING IN UNISON In Hurricane Zone „`IIllI1 f 14iAfi�i @2020 TILTECO, INC. © 2020 EASTERN METAL SUPPLY, INC. ��`��,�.• "' • �/% `��., BERTHA HVTM •�'�Q ' ��CENC,A■ S ■ ■A® Accordion Shutter System IL ECO�w�. No. 441 7 � H.v RAoE #7 w/ OR w/o H.v. 1MNDCNV ELADE TILLIT TESTING &ENGINEERING COMPANY American Shutter Systems Y REV. N DESCRIPTION DATE DRAWN 7 2 it i 'k �7''Association Inc. OLD n-lo7 2 2020 DATE: 7 2 2020 o'• STATE 6355 N.W. 36th. 51., Ste. 305, VRFax GARDENS, 1FLORIDA-153 3316 e / / Phone (305)871-1530 . Fax (305)871-1531 4268 Westroads Drive z DRAWING No 0'�0�, �C�M !V ��� a -mail: UltecDCOOLCom West Palm Beach, FL 33407 3 GA-°°°3719 20- 1 64 ,�T S'••••....• •„\ `\NV WALTER A. TILLIT Jr. P.E. q -_ SHEET 1�_ /G8/0NAI. .Qa CCAI /cIMIAnIOU /nATr FLORIDA Lic. a 44167 5 MAXIMUM SHUTTER SPAN "L+" OR "L-" (ft.). FOR INSTALLATIONS W/ CENTERMATES. (a& ® or or W/ ONE H.V. LOCK ® or (D or or HD LOCK ® W/ NO LOCKING RODS% or CENTERMATES ® & ® W/ ONE HV "T" LOCK ® W/TWO LOCKING RODS ® TOP & BOTTOM SEE NOTES ,tt MAXIMUM AS.D. DESIGN PRESSURE RATING (P.-J.) (+ OR -) CONCRETE & WOOD INSTALLATIONS WALL MOUNTING FLOOR/CEILING MOUNTING L + (ft) _ L 30 OR LESS 16'-0" I t 6'-D" 16'-0" 16'-0" 35 14'-10" 14'-to" 15'-2" 16'-0" 40 13'-10" IN-1 0" 14•-2" - 15'-2°- 45 13'-1" 13'-1" 13'-4" 14'-3" 50 12'-5" 12'-5" . -12'-8" 137 7" 55 V-10" 17'-10" 12'-1" 12'-11" 60 _1 11'-4" 11'-4" 1l'-7" 12'-4" 65 70 10'-6" 10,-6" 10'-9'_'- 111-5" _ 75 _ 10,_1„ 10,-4" 11'-1" —__ 80 9'-10" 9'-10" 10'-0-' 85 9 -6• 9 -6. 9,_9„ _. 10;-5" 90 9'-3. - 9'-3" 9'-5" 10'-1" 95 9'-0" 100 6'-9" 8'-4" 105 110 115 8'-2" T-3" 8'-4" 6'-11" 120 W-011 6011" 8'-2" 6'-9" 125 7-1o" - s'-s" e'-O" - 130 7' -I 6'-5" 7'-10" 8'-1" 135 7'-7" 6'-2" 7'-9" 7'-9" 140 7'-5" 5'-11" __. _. 145 7_3" 5'-9— 1so 7-2"--3'-7" --7:_0 7-4•' 7-0" _ 155 5.-5- 7,_2" 6,_s., 160 V-11" 5'-2" T-I s'-7" 165 V-10" - 5'-1,, 7'-0" 6'-4" 170 6'-i " 4'-11" V-11" 6'-2" 175 6'-7" 4'-9" 6'-9" 180 s'-s" 4'-6" 6'-8" 5'-10" 185 W-511 4•_6" ._.._ 6'-7 -- _ 5,_B" 190. 6'-4" 4'-5" -6" 195 -i 6•-3" - 4'-3" V-5" 5'-5' _ 200 6'-2" 4'-2" 8,_4" 5'_3• 205 6'-1" 1 4'-1" 6,-3"--- 5,_1,• MAXIMUM SHUTTER SPAN* "L+" OR "L-" (ft.) FOR INSTALLATIONS W/ OPPOSIdO ONE HV LOCK CENTE or (2b or W/ NO LOCKING RODS (SEE NOTES t, tt) MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.8.0 I+ OR -) CONCRETE & WOOD — INSTALLATIONS WALL MOUNTING & FLOOR/CEIUNG MOUNTING L + (N) L - (ft) 30 16'-0" 16,-0" 35� 14'-10" 14•-10" _ __ 40 13'-10" 13'-10" 45 13,-1" 13'-1" - 50 12'-5" 12'-5" 55 11'-10" 1 V-10" 60 11 •-4" 11'-4" 65 10'-10" 10'-10" - 70 10'-6" 1o'-6" 75— 10'-1" 80 9'-101, 85 9'-6" 9•_51• 90 --.____.___.. 9'-3" 9'-3" 95 8'-0" 8'-9" 100 8'-9" 8'-4- 105 110 J8'-4" 7'-7" 115 8'-2" 7*-3" 120 e'-D" 6'-11" - 125 -- 130 135 7'-7" 6'-2" 140 7'-5" _-- 5'-1t" 150 7'-2" 5'-7" 155 7'-0" 5'-5" 160 6'-11" - 5'-2-2" 165 6'-10" _ 170 6'-9. 4'-11" 175 6'-7" 4'-9" 180 6'-6" 4'-8"- 185 6'-5" - - 4._6" ...._.. 190 s,_4,P - 4'-5" 195 W-3" 4'-3" 200 6'-2" AXIMUM SHUTTER SPAN* "L+" R "L-" (ft.) INSTALLATIONS W SYMMETRICAL C NTERMATES 81 ONE HV LOCKS OR)W/ W/ NO LOCKING ODS (VALID FOR MOUNTING Ii SHEET 7) MAXIMUM CONCRETE A.S.D. DESIGN INSTALLATIONS PRESSURE RATING FLOOR/CEIUNG MOUNTING �) OR (+ OR LOOR ALL MOUNTING L + (ft) L - (ft) 30 16'-0" 16'-0" 35 15'-2" - 16-10" 40 14'-2" 15'-2" 45 13'-4" 147-3".- 50 12'-3" 13'-1" 55 11'-1" 11'-11" 60 10'-2"i-. 10'-11" 65 9'-5" t0'-1" 70 8'-9" 9-4" 75 INSTALLATION I EGEND CONCRETE & WOOD MANSORY WALL A, B, C, D, E, M, N, 0, P, 0, MOUNTING F, K & L R, S, & V. FLOOR/CEILING C, H, I, 11, J T, U, W & X MOUNTING & M 0 MAXIMUM SHUTTER SPAN "L+" OR "L-" FOR INSTALLATIONS INTO WOOD SHALL BE LIMITED TO 105 psf. A.S.D. DESIGN PRESSURE RATING. t HV CORNER CENTERMATE #3 MAY BE USED AT ALL MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY CONDITION #2 NOTE #5, SHEET 5. ttEXCEPT THAT MAXIMUM SHUTTER SPAN "L+" OR "L-" AND MAXIMUM A.S.D. DESING PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK SHALL BE LIMITED AS FOLLOWS: 1- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64,-72 p.s.f. AND 8'-0" SPAN, SEE MOUNTING MOON SHEET 7. SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1" T HV BLADE (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE RATING. L-: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE RATING. (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEILING: GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, DETERMINE MAXIMUM SPAN "L+" FROM SCHEDULE. GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, DETERMINE MAXIMUM SPAN "L-" FROM SCHEDULE. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM DETERMINED SPAN BETWEEN "L+" AND "L-". (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN WALL MOUNTINGS W/ FLOOR/CEILING MOUNTINGS: FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE RATING: DETERMINE: Lt+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2+- MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE RATING: DETERMINE: Lt-= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2-= MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN "L7+", "L2+", 11-" AND 12-" (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR CODE (Hon Hiqh Velocity Hurricane 11117 02020 TILTECO, INC. ©2020 EASTERN METAL SUPPLY. INC. ,,��,•�� i<<;T,,,,,, BERTHA HVTM v� No,-� �� C A s Accordion Shutter System r I 1 L. G C O 1 N c . ■ ■ ■ ■ H.V. BLADE #1 W/ OR W/O H.V. WNDOW BLADE r No. 4 410_ American Shutter S stems * : TILLIT TESTING &ENGINEERING COMPANY Y EV. N DESCRIPTION DATE DRAWN BY: MACW. L.G. /• azz> 8355 N.W. 35th. St., Ste. 305. VIRGINIA GARDENS, FLORIDA 3316Association, Inc. 1 OLD 17-107 /2/202 DATE: 7/2/2020 n' 'TA' DF Phone : (305)871-1530 . Fax : (305)871-1531 4268 Westroads Drive 2 e-mall: tilteca®aol.com DRAWING No %�qo . ' , IDP ' ��.`� cA-000s7lR West Palm Beach, FL 33407 a ''/�'� 20-164 •" WALTE DAL A. 44167E 5 ON .E� AL/SIGNATURE/DATE # SHEET POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED 1 t,urvurcc¢ r\rvcnun-- 0 16" O.C. i EXISTING GLASS ' / 2„ MIN. �-- MIN. SEPARATION i EQ./I I EQ �' TO GLASS (SEE SCHEDULE ON SHEET 11 FOR BLADE ®AND 1/16"x3" MAX.---_.", (6063-T6) CONT. (LOCATE AT EITHER SIDE \ ION SHEET 19 FOR I BLADES ALUM. CLOSER PLATE. (LOCATE 1/2„ OF 5O) I AT EITHER SIDE OF MIN. \ 1/2" MIN. T— #10x1/2" S.M.S_/ ' #tOx 110 16" D.C. __...' ___ ® 16" O.C. OR W EE DETAIL X FOR SSDE v OR `�'• CONNECTION TO TRACKS w a B END CONNECTION DETAIL END CONNECTION C --- POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED EXISTING GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET SEE DETAIL X FOR SIDE CONNECTION TO TRACKS POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED ---- �7 -"--" j EXISTING GLASS ' MIN. SEPARATION ' % w i TO GLASS (SEE SCHULE ON SHEET OR 111 BLADE (DAND I /' / ON SHEET 19 FOR 1/2" BLADES ) & T__1 46 USE 1" OR 2" MAX. (AS APPLICABLE)x2"xl/8"xO'-2" ALUMINUM CLIP ANGLE (6063-T6 ALLOY) AT MIDHEIGHT,�') (1) #10x1/2" S.M.S. TOO& 1 (2)1/4"0 TAPCONS ANCHORS TO/ _ �" (1� OR WALL AT 1" O.C. (LOCATE AT EITHER SIDE OF 04 ) M BLOCK WALL REQUIRED EXISTING GLASS // _!- A MIN. SEPARATION TO GASS (SEE SCHEDULE ON SHEET 11 FOR BLADE ()AND ON SHEET 19 FOR BLADES p & Q ) SEE DETAIL XFOR / U I� ® SIDE CONNECTION \.J ® ®* °R TO TRACKS 1 p « ea a®•®m 2) END CONNECTION DETAIL POURED CONCRETE OR EXISTING GLASS - / .i CONCRETE BLOCK WALL REQUIRED f — EXISTING GLASS 4 - i MIN. SEPARATION 10 2" S.M. # / To GLAss (SEE % a 16" o:C. MN. sFpARAnoN Y D SCHEDULE ON SHEET % TO ON(SHEET 1 it FOR BLADE QAND CONCRETE 1/2" MIN. SCHEOULLE MEET ON SHEET 19 FOR BLADES & ANCHOR ®� 12" O.C. " '"' ' 11 FOR BLADE ON SHEET 19 FOR ®_l� tETE'= ,: HOR O.C. 1/2" MIN. r�J - MIN. 2" MIN. ,:' ♦ SEE LIMITATIONS OF USE BLADE G ON SHEET 19 FOR _ 5 j /'l 4 0 OR & POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED END CONNECTION DETAIL END CONNECTION DETAIL IA ®2020 TILTECO, INC. 0 1wc,� No.44 6�: TILLIT TESTING & ENGINEERING COMPANY 'O STATE F 8355 N.W. 36th. St., Ste. 305. VIRGINIA GARDENS, FLORIDA 33 •, 0, AzOR1 P Phone : (305)871-1530 . Fax : (305)871-1531 e-mail; tiltec0000l.com `�', �•� S/DNA WALTER A. 71LL�R Jr. P.E. fill.., \�r,� ir, nn uri,nr in.Tr FLORIDA Uc. 44167 © OR®OR QORQOR PLAN END CONNECTION DETAIL(4) 4 REQUIRED ONLY FOR SPANS GREATER THAN 12'-0" A DETAIL X A.S.S.AI. American Shutter Systems Association, Inc. 4268 Westroal Drive West Palm Beach, FL 33407 OR®OR O OR OR 1 3 OR OR OR rQA Hurricane 2020 EASTERN METAL SUPPLY, INC. Firsltl ■ 1t7ii "t TM Accordion Shutter System H.V. DUDE #1 W/ OR W/O H.V. WINDOW aADE 11 OLD 17-107 7/2/202 DATE: 7/2/2020 31 DRAWING No A 1 20-164 ING CSOUIN BLADE Q SLACK DETAIL HVF, INDICATED ON SHEEP 81 AS WELL AS UNIVERSAL FLOATING BLADE © DETAIL HOD—HVD , aB 6 ae av oB INDICATED ON THIS SHEET. MAY BE USED WDH THIS ALTERNA �m INSTALLATION DETAIL HVG SHOWN IN THIS SHEET. O+O + ®ORO+O al'VV•'9®Ofl 2 x2'xt/B'xO'-2 5—T6 ALLOT) ALUM. (2) 1/4.0 TAPOON a g/g• I� TORS TO CONCRETE (TOP/BOTTOM)? i L_____________________________ ---- 'r S.M.S. TO TUBE1 EACH ANGLE. (IYP) J/l #10x3/$ S.M.S. O 12" O.C. O.C. FULL LENGHT. Nc 30 .I 5 � LOCK'T(INSIDE) *a * SEE NOTE 6 FOR HV LOCK@ , "T" LOCK, ON SHEET 5. t SERIES 9444 ALUMINUM (2024-T3 ALLOY) LARGE FLANGE THIN SHEET NUTSERT, PART / 0820, AS MANUFACTURED BY AVDEL CHERRY TEXTORN, PARSIPPENY, NEW JERSEY 07054 OR EQUAL. 1K 30 HV "T" LOCK (OUTSIDE) No. 4441 STATE I -�O' • FC0R11 \ --0 OUT W/'7/8"0 x 3/32 WINGNUT. HVG* PINS INSTALLATION n HV BLADE W/ HD CENTERMATES . a , & (OPTIONAL) HDB—HVB SYMMETRICAL HD CENTERMATES W/(2* LOCK (EXTERIOR) HDD—HVD** FLOATING STACK I N (4) H.V. PINS (T ), 31 OR 32 _/ 35 l ` 31 ORC OUT (OPTIONAL) HDC—HVC SYMMETRICAL HD CENTERMATES W/ (�k LOCK (INTERIOR) oB©i 7O ceOon 10 +®°R ** SEE NOTES ON LOCKING RODS & No a LOOKS ON SHEET 6 UNIVERSAL FLOATING BLADE© DETAIL HDO-HVD 15 VALID FOR ALL CENIENMAI6 MPUCATKINS WITH BIADE(D High Velocity Hurricane 02020 TILTECO, INC. © 2020 EASTERN METAL SUPPLY, INC. �� BERTHA HVTM ''- Q S s A Accordion Shutter System L E C O N c . ■ ■ ■ ■ H.V. BLADE #1 W/ OR W/O H.V. WNDOW BADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV. No DESCRIPTION DATE DRAWN BY: M.P •!/�� / K/ 6355 N.W, 36th. St., Ste. 305, WRGINIA GARDENS, FLORIDA 3316C Association, Inc. 1 OLD 17-107 /2/202 DATE: 7/2/2020 Phone : (305)871-1530 . Fax : (305)871-1531 4268 Westroads Drive 2 <u - DRAWING No e-mail: tilteco®GGl.com West Palm Beach, FL 33407 3 2�—� 64 CA-0006719 .' WALTER A. TILLIT Jr. P.E, < I CrAl /cir KIATI IDr /nATr FLORIDA Lic. 111 44167 5 SHEET OUT 90., IN EXISTING GLASS INSTALLATIONS W/ 1 HV BLADE W Z HV CENTERMATES I @OR a OR©+OOR (6063—T6 ALLOY) ALUM. ANGLE W/(2) 1/4"0 TAPCON ANCHORS TO CONCRETE (TOP/BOTTOM) & (4)#10x1/2" S.M.S. TO TUBE AT EACH ANGLE. (TYP) SEE NOTES ON LOCKING RODS D , HV LOCKS ® or 2® AND ALTERNATE HV LOCK ® ON SHEET 5. ** BLADE SLACK DETAIL HVF IS VALID FOR ALL CENTERMATES APPUCAT10N WITH BLADE01 10 + ®5 OR ©+ ©oRQ+Q OR EXISTING GLASS DETAILS ON SHEETS 10 & ' + ®Q+ QOR®+ ® OR ' — — _ OR ®+®oRQ+©oR 1®+Q 3 1/4" 7" 61/2 .. ..__.. _ -.. _.._.._ ..___._ 7"_..._ 1/2„ OR®+OPPOSING j SYMMETRYCAL - CENTERMATES CENTERMATES MIN. SEPARATION #10x3/4" S.M.S. ® 12" W/ HV LOCK or t't51 W/ HV LO— CK o®(o ETO GLASS SSCHEDULE O.C. FULL LENGHT. c ET I S! j °" �* 35,E I N 3 �N%' ) QMOOR ©+OOR®OR1Q +O OR 1 9 + O OR ©+ OOR Q+Q OR EXISTING 1 ©+ ® 0 + @OR®+ ® OR GLASS a + QOR Q+ OOR 19 +Q �EXISTI J GLASS + MIN. SE� TIO\ OR ® ® cR 4;a TO GLASS (E SCHEDULE SHEET OPTIONAL ON11) \ IN (INTERIOR) Iy 1� _I _ ­ HVD OUT 5 HVA OUT RM (EXTERIOR) i HVB HVC Q oRGOR©+OoR®oR1Q +OoR 1--POURED CONCRETE OR EXISTING GLASS — WALL 10+QoR©+®oRQ+©aR-- REQUIRED SYMMETRICAL * IN ��+ 7Q+QaR�.Q7 +QoR F---- CENTERMATES -I& QS+QOR@+QOR®+@OR MIN. SEPARATION ro GLASS ////�����^ r^`p7�k OPTIONAL (SEE SCHEDULE 0 W/ HV LOCK ' 6 ' (INTERIOR) i ®+ QOR Q+ ®OR 19 +Q ON SHEET 11) oR O 2)+ OW 1 _-__—---- - —-_--_—_—_—_--__— --- .._.._.. /CONCRETE '-(Di }- ANCHORS0 _�_. _.� -.,..DIES- i �J 16" O.C. * 3 - VARIES / OUT 6 1/2"_MAX. SLACK HVE `�m4i.11,1, 11 4f4/�,T1'7/ 02020 TILTECO, INC. F� ((CCCC \'\CEP F' E C O N c. No. 44 67�. c *% TILLIT TESTING & ENGINEERING COMPANY STATE I /` �� 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 3: • �'. Phone (305)871-1530 . Fax : (305)871-1531 i FZP ••" � e-mail: tiltec0000l.com Q R ( ��� CA-0006719 N WALTER A. TILLIT Jr. P.E. i�NIAI Ae SEAL/SIGNATURE/DATE FLORIDA Lic. # a41s7 i11S/I air" FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone ■ ■ ■ ■ A S A American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 02020 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System H.V. BLADE #1 W/ OR W/O H.V. WNWW BLADE REV. No DESCRIPTION GATE DRAWN BY: M.P I OLD 17-107 /2/202 DATE: 7/2/2020 2 DRAWING No 20-164 3 4 -_5- — SHEET POURED CONCRETE REQUIRED EXISTING MN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 11 FOR BLADE (DAAD ON SHEET 19 FOR SINES 0) & Q CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 13) EDGE OF SLAB IF �E• D. j APPLICABLE EXISTI l 1$ g 0 N rjli3 EDGE OF SLAB IF APPUCABL OR ®POURED CONCRETE REQUIRED © HV CEILING INSTALLATION MIN. SITM TO GW (SEE WHE ON SHEET EXISTING GLASS #143/4" HEX HEAD..__..�i TEK SCREWS 0 9" O.C. OR 1/4"0-20 S.S. M.S. W/ NUT ® 9" O.C. I 7 IT 13,OR iS CONCRETE ANCHORS m (SEE SCHEDULE ON n SHEET 14) OPTIONAL--1 POURED CONCRETE REQUIRED U HV RAINGUARD INST NOTE FOR COMBINATION OF SECTIONS: 1- SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY 2- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 11 FOR BLADE (DAM ON SHEET 19 FOR BLADES O& Q ANCHOR LOCATION —(1)OR ®� EXISTING GLASS #10X3/4" HEX WASHER HEAD TEK SCREWS @ 12" O.C. CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 13) ® HV FLOOR INSTALLATION t D 0 #10X3/4" HEX I' I WASHER HEAD MIN. I I ;-TEK SCREWS _ ---- 0 12' O.C. #14X3/4" S.D.S. a 9" 0. C. -�un U 1/2"�1 EDGE OF / %/ SLAB IF'f • / \ PPUCAE yam- — CONCRETE ANCHORS POURED CONCRETE— (SEE SCHEDULE ON OR CONCRETE BLOCK SHEET 14) REQUIRED OK HV WALL FLOOR INSTALLATION 3 (SEE SCHE ON SHEET .�' ; EDGE OF SLAB IF EDGE OF / /// /' / APPLICABLE - SLAB IF ' _ APPLICABLE POURED 1 _ CONCRETE... REQUIRED FLAT HEAD CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 14) �I HV WALK —OVER INSTALLATION CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 15, MIN. SEPARATION TO GLA$S (SEE SCHEDULE ON SHED 11) P EXISTING MIN. SEPARATION I 1 TO aN55 11 3EE SCHEDULE ON` SHEET 17) I ,o EDGE OF SLAB IF APPLICABLE POURED-' FLAT HEAD CONCRETE ANCHORS CONCRETE (SEE SCHEDULE ON SHEET 14) REQUIRED 11 TRENCH INSTALLATION VALID ONLY FOR UP TO +70, —75 PSF A.S.D. DESIGN PRESSURE RATING & FOR SPANS PER SCHEDULE #3, SHEET 11 1/4"0 rTW BUILDEX TA°CON W/ ADVANCED TT&FORM 1 TECHNOLOGY OR 1/4"0 POWERS FASTENERS TAPPER+ ANCHORS W/ 1 I 1 3/4" MIN. EMBEDMENT 0 6" O.C. FOR UP TO 6'-0' SPAN AND 4' O.C. FOR SPANS LARGER THAN T I 6'-0" UP TO 8'-0' MAX. APPLY 1 SEALANr AT EVERY FASTENER HEAD (TYP.) (SEE NOTE tt ON SHEET 11 FOR UMITATIONS CONS. SEALANT---- — 1/4". Man. 'i / 17 R1S `-#14X3/4" F.H. S.D.S. f ___ a 9" O.C. ONE NOTE SHEET 13(b) ( `SEE NOTE 13(b) POURED CONCRETES ON SHEET 1 OR CONCRETE BLOCK REQUIRED HV WALL WALK -OVER INSTALLATION ON SHEET 11) ® KEYSTONE MOUP MAXIMUM AS.D. DESIGN PRIES MAXIMUM SHURER SPAN W-I 0�� ,/4" MAX. 1/2" MAX. 1/4"0-20x3/4' SS MS "-'USING 1/4"0-20 NUTS ® 12, O.C. \ EXISTING NON STRUCTURAL �- WALL TRIM (DECORATIVE SILL) POURED CONCRETE REQUIRED ALLATION t NOTE; t THIS INSTALLATION SHALL BE E. = EDGE DISTANCE REMOVABLE WHEN PERFORMED * ADJACENT TO AN OPERABLE EXIT SEE LIMITATIONS OF USE FOR (SEED. SPECIFICATIONS ON SHEET 13) OR ENTRANCE BLADE to ON SHEET 19 INSTALLATION DETAILS W f O HV BLADE '+ p FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone ``` ✓ µilldllll I�)j ��/`/ @2020 TILTECO, INC. © 2020 EASTERN METAL SUPPLY, INC. .,.�7NC BERTHA HVTM A s s A Accordion Shutter System 1 L E C O I ■ ■ H.V. BIAAE #1 W/ OR W/o H.V. WINDOW BLADE No. 44 6, American Shutter Systems 7> ❑ 'Z02p TILLIT TESTING & ENGINEERING COMPANY Y EV. N DESCRIPTION DATE DRAWN BY; M.P STATE (' 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 3310 Association, Inc. 1 OLD 17-107 /2/202 DATE: 7/2/2020 �'. Phone ; (305)871-1530 . Fox : (305)871-1531 4268 Westraads Drive 2 %ate' • F�ORI P ''`��`���� a-m0(I: tiltec0®aol.c0m West Palm Beach, FL 33407 3 DRAWING No ' �� CA-0006719 ��'%ss��NAL � AA`�� WATEFLORIDA A. UI UT Jr. ,E. 4 20-164 �)uq 1i SEAL/SIGNATURE/DATE 67 5 SHEET 6 7 OF 20 E. CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 13) .250" Max. AN. TO EXISTING aercc�s� 1 i Ii I (A) HV WALL HEADER INSTALLATION F—CONCRETE ANCHORS POURED (SEE SCHEDULE ON CONCRETE— REQUIRED' SHEET 13) �/ \ �'� / � 7 ) 8 RSA FE 5TONE (SEE MOUNTING ®ON SHEET 7) / / \\\1. OR W Ir 1/4"O-20x3/4" S.S. MACHINE SCREWS USING 1/4"-20 NUTS �0 12"/D..C. —11 51 OR N 51 Max. OPTIONAL MIN. SEPARATION TO GLASS EE SCHEDULE ON SHEET 11)- I Gp © HV WALL HEADER INSTALLATION + KEYSTONE WALL REQUIRED OD HV WALL SILL INSTALLATION POURED CONCRETE — OR CONCRETE BLOCK MIN. SEPARATION TO GLASS EE SCHEDULE ON SHEET 11 OPTIONAL 17OR 88 RETE ANCHORS SCHEDULE ON T 14) Max. JU —— 1 3 OR Q 1/4"0-20x3/4" S.S. .EQ�—_ PHILLIPS TRUSS HEAD MACHINE SCREWS USING 1/4"-20 NUTS 0 12" O.C. Min. WALL REQUIRED O HV WALL SILL INSTALLATION NOTE FOR COMBINATION OF SECTIONS: 1- SEE SHEET 4 FOR TYPICAL SHUTTER * E. D. = EDGE DISTANCE ASSEMBLY SEE SPECIFICATIONS ON SHEET 13) ♦SEE BLADE MiA ONNS OF SHEET 1g FOR 2- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. `N),q ill ( ki",02020 TILTECO, INC. , '\3 EN No. 441 7 IL ECOINC. * ; * TILLIT TESTING & ENGINEERING COMPANY -.0 6355 N.W. 36th. St., Ste. 305, YIRGINIA GARDENS, FLORIDA 33 STATE Q S Phone : (305)871-1530 . Fax : (305)871-1531 • e—mail: tilteco®aol.com +0- .��ORID .•`��.�� CA-000671e W. �s • • • ....... • �T WALTER A. TILLIT Jr. P.E. S/ONALtt Ae%%SEAL/SIGNATURE/DATE FLORIDA Lie. # 44167 POURED CONCRETE OR CONCRETE BLOCK REQUIRED EXISTING GLASS CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 13) MIN. SEPARATION TO GLASS ;EE SCHEDULE ON SHEET 11 1/4"0-2Ox3/4" S.S MACHINE SCREWS W/ 1/4"-20 NUTS 0 12" O.C. 1" Max. © HV WALL HEADER INSTALLATION MIN. SEPARATION TO GLASS -(SEE SCHEDULE ON SHEET 11) /- OPTIONAL i i n all 1/4" Max. 13 OR i b 1" Min. 1/4"0-2Ox3/4" S.S. PHILLIPS CONCRETE ANCHORS i TRUSS HEAD MACHINE SCREWS (SEE SCHEDULE ON W/ 1/4"-20 NUTS 0 12" O.C. POURED CONCRETE—' SHEET 13) OR CONCRETE BLOCK REQUIRED FO HV WALL SILL INSTALLATION INSTALLATION DETAILS W/ (1) HV BLADE FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 02020 EASTERN METAL SUPPLY. INC. A■S.S.A■ American Shutter Systems Association, Inc. 4268 Westroal Drive West Palm Beach, FL 33407 W1116I1 I Ill n V TM Accordion Shutter System H.V. ME #1 W/ OR W/o N.V. WINDOW BADE 1 I OLD 17-107 /2/202 DATE: 7/2/2020 s DRAWING No 4 20-164 5 SHEET @+® 0 SE CC DE SF 18 HE III -`t' W 2NER ;MATE ©+O + ©OR©+O t 18 OR 1 5 + OR + ®OR®+ °R ®+®oR 19+OoR19+U°R(9+® TYPICAL (1) HV BLADE SHUTTER ELEVATION N.T.S. *NOTES ON HV LOCKS AND CENTERMATES: 1. MANDATORY CONDITION i1: ONE HV LOCK ® or ® SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12" ABOVE ORB OW 2 OF SHUTTER SPAN FOR SPANS UP TO 105", AND FOR INSTA TIONS T ANY ELEVATION. HV LOCK or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO 1, OR CENTERMATES W/(2) 1/4"0-20 x 1/2" LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. - 2. Q pj]]� IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS ff"OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES OR ® SHALL BE AS INDICATED ON NOTE (1) ABOVE. LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. OFFIONAL CONDITION #2 MUn ONLY YMEN MANDA70RY CONDITION ji OR UMrTEp MANDATORY coNpMON #2 IS USED MT/TWO H.V_ LOCKS LOCKING RODS ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY BE USED IF Of TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS ® OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. MANDATORY CONDITION & ONE HV LOCK ® (& SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK or ® SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2" LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS AT TOP & BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12, S. QRST ALTERNATE TO MANDATORY CONDITION Al VAUD ONLY FOR HV LOCK go A/ SYMMETRICAL CENTERMATE3 • ONE ALTERNATE HV LOCK 25 MAY BE USED IN LIEU OF HV LOCK or FOR ANY SPAN AND INST - TIONS AT ANY ELEVATION. ALTERNATE LOCK ® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF 1/4"0-200/4" S.S. THUMBSCREW TO ® OR ® CENTERMATES SHALL BE MADE W/ 1/4"0-200/4" ALUM. RIVNUT AS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SHALL. BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. 6. MANDATORY CONDITION #3 FOR KEYSTONE MOUNTING INSTALLATION& ONE HV LOCK II& or ® or ® SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12" ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 86", AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK ® or @ or ® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO © or ® SYMMETRICAL CENTERMATES W/ (2) 1/4"-20 x 1/2" LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS ® W/ OR ® TOP AND BOTTOM IS COMPLETELY MANDATORY. *NOTES ON HV "T" LOCKS AND CENTERMATES: 1. SECOND ALTERNATE TO MANDATORY CONDITION #1 VAUD ONLY FOR HV i LOCK dh A"D cEN1ERIAATE$ AND ONE ALTERNATE HV "T" LOCK q0 MAY BE INSTALLED IN LIEU OF HV LOCKS ® OR ®FOR ANY SPAN AND I STALLATION AT ANY ELEVATION. ALTERNATE LOCK ® AY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF LOCK ® INCLUDES USING REINFORCING LOCKER , AS SHOWN ON SECTION HVG, SHEET 9, WHICH MUST BE CONNECTED TO CENTERMATES ® AND ® W/ 1/4"0-20 x 1 1/2" LONG S.S. THREADED BOLT W/ 7/8"0 x 3/32" WINGNUT OR W/ 1/4"0-20x1" S.S.M.S. INTO A 1/4"Ox 5/8" RIVNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS ® TOP AND BOTOM IS MANDATORY. *NOTES OIL HD OKS &E• ATS 1. HD - (34 W4 HD OR 3 W/ (U • ONE ALTERNATE HD LOCK D MAYBE USED IN LIEU OF HV LOCKS 2 OR .� FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERNATE HD LOCK ® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF HD LOCK ® TO ® IS W/ 3 #8 x 3/8' F.H. S.S.M.S., AND INCLUDES REINFORCEMENT INSERT ® AS SHOWN ON SECTIONS HDB—HVB AND HDC—HVC, SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS (g IS COMPLETELY OPTIONAL )n Hioh Velocity Hurricane Zon i�rlldlit 02020 TILTECO. INC. © 2020 EASTERN METAL SUPPLY, INC. BERTHA HVTM A � S A �,\GEN '' .J�' I L E C O iNc. ■ ■ ■ . H.v.MADE A�°,rwj°onw oh��vttv�Tr,00swMADE ym a No. 441 - American Shutter Systems EV, N DESCRIPTION DATE DRAWN BY: M.P i * : y TILLIT TESTING & ENGINEERING COMPANY Association. Inc.1 OLD 17-107 2 / J[ / 6355 N.W. 36th. St., Sta. 305, MRGINIA GARDENS, FLORIDA 3316 / /2D2 DATE: 7 2 / 2D2a O' STATE 0 = Phone : (305)871-1530 . Fax : (305)871-1531 4268 Westroads Drive 2 DRAWING NO 9'• e—mail; tilteco®aol.Com West Palm Beach, FL 33407 3 -.,,a,�•. F�0RID ' `` �'� DA-DD067iB 20-1 B4 .• ``� WALTER A. TILLIT Jr. P.E. NAL '01%- EAL/SIGNATURE/DATE FLORIDA Lia � 44167 � SHEET ^r n� SHUTTER ASSEMBLY SCHEDULE FOR HV ), HV 1� HV BLADE 1 HV BLADE 1A ® 3� HV LONG RECESSED NYLON BUSHING HV SHORT RECESSED NYLON BUSHING _ 4� HV NYLON HAT WASHER ® HV WHEEL CARRIAGE AISI 302-303 SERIES 0.870"x3/16" THICK NYLON WHEEL. 0.188"0 AISI 302 SERIES S.S. RIVETS ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD 4@3 HV 2 3/4" ACCORDION PIN W/ #8 HEAD ® POLYCARBONATE IMPACT RESISTANT HV WINDOW (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1D OR HV (9 BLADE. Z Y am Imago N W N IY !L EXTERIOF �� or FOR REQUIREMESEE NOTENTS) U r ® CJ¢0 3 ' NN& TYPICAL SHUTTER ASSEMBLY N.T.S. (2) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 0 00.324" BLADE WHEN CORRESPONDING TO INSTALLATION "11 ", SHEET 7. 04& - m rYP. (3) HV PIN ©OR �3 W/ 1/2" O.D. 1/16" THICK S.S. WASHER 5 SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X,e q 9% SHEET T.S. No. 44 167�' STATE F AtUl BLADE'S KNUCKLE (TYP) 2 7/8" MIN. CLEAR SEPARATION BETWEEN BLADE OPENINGS Der c� I it I � GDOR TOR 0 EXTERIOR 1 T'1HV PIN 42 OR 43 AT EXT RIOR - BLADE'S KNUCKLE.` } (SEE NOTE " FOR 1 REQUIREMENTS) 02020 TILTECO, INC. 71 LTE,.' C 7INC. TILLIT TESTING & ENGINEERING COMPANY +� 6355 N.W. 36th. St., Ste. 305, ARGINIA GARDENS, FLORIDA 33 Phone : (305)871-1530 . Fax : (305)871-1531 e—mail: tilte00400LCom CA-0006719 WALTER A. TILLIT Jr. P.E. RE/DATE FLORIDA UC. # 44167 0T �- .0625" .1875" -T" BLADE '0625" EXTERIOR .0625 .0625" SECTION X—X xr.z R1. .0625" +. 5 3/4" SECTION Y—Y ON CENTERS U, 7500" ERTERIOR ELEVATION TYPICAL HV WINDOW BLADE I& AND POLYCARBONATE HV WINDOW DETAIL / * POLYCARBONATE IMPACT RESISTANT HV WINDOW BAYER MAKROLON 3103 POLYCARBONATE 12" MINCE RESINS, UV —STABILIZED GRADE OR SABIC TO BLADE B TT M INNOVATIVE PLASTIC LEXAN 103 RESIN (SEE NOTE "F" ON SHEET 19). POLYCARBONATE SOURCES FOR 44 APPLICABLE RESULT TYPICAL PROPERTIES STANDARD asm sac emveaert REFERENCE w1wrA / muKa t1Y`VAWldG1 stw wane �.vM Io3 � Ptl1I51C8L: SPECIFIC GRAVITY MFCHIN ASTM D792 0.043 Ib/in' 0.043 Ib/Ia' , TENSILE ADD STRENGTH ASTM 0638 9,400 p.s.i. 9,500 P.s.i. FLEXURAL STRENGTH AT YIELD ASTM D790 12,500 p.a.i. 13,400 1 FLEXURAL MODULUS IMPACT: ASTM D790 340.000 p.s.i. 345,000 p.s.i. NOTCHED IZOD FIRE BURNING R(`T�I�'^C�• ASTM D256 18 FT—Ib/lo 17 FT —II SMOKE DENS" ASTM 02845 47.2 R 64.5 R MAX PATE OF BURNING ASTM D635 C—t CLASS C-1 CLASS SELF IGNITION ASTM D1929 1040 T 980 'F WEATHERING: ASIM G155 TENSILE STRENGTH AFTER WEATHERING ASTM 638 9302 es.i. 8840 p..J. TENSILE STRESS BEFORE WEATHERING I ASTM 638 8461 p.s.i. 8850 P..J. FLORIDA BUILDING CODE (Non A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 Hurricane Zone ©2020 EASTERN METAL SUPPLY, INC. iPGt1 5 f7/R n V TM Accordion Shutter System H.V. BLADE #1 W/ OR W/0 H.V. WINDOW BLADE 1 OLD 17-107 /2/202 DATE: 7/2/2020 a DRAWING No 20-164 6 ONLY t«) HV FLOATING TE \�t' QUALTPIED FOR USE W/ HV BLADELI)& to ONLY 6063-T6 ALLOY AND TEMPER �_ PLAN A' FRONT ELEVATION T ® LOCKER FOR "" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE 1QONLY 6063-T6 ALLOY AND TEMPER 31 HD CENTERMA' QUALIFIED FOR USE 6063-T6 ALLOY HV BLADE(1)& T-CMPER OR 3/8"e 16 QUALIF D FOR USE W/ HV 6 3-T6 USE AND TI 0 55 INSTALLA ON WILL REQU D IILLED AT T KS FOR 01 EN u ED FOR USE W/ HV BLADE 6063-T6 ALLOY AND TEMPER ONLY 1/4"-20x1t.875C" 1/4•-20 -DIE FIAT HEADTHREADNAMEL B.S.M.S. (2 TYP.) NTED 4BRASS .318" YLINDER & KEYS (CHROME •a m� R.675" ® PLATED) LOCK QUALIFIED FOR USE W/ HV BLADE 0 & ® ONLY. HV MALE "T" LOCK CENIgRkATE QUALIFIED FOR USE W/ HV BLADE TONLY ®HV FEMALE "T" LOCK CENTERMATE 6063-TB ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE ONLY 6063-T6 ALLOY AND TEMPE ►M 6063-T6 ALLOY AND TEMPER 1.130" f 7 5• NI m ei -,375"0 A 7/16" HOLE ® HV 3/870-16 ACETAL THUMBSCREWS \G E No. 44 67 STATEIF ; 0��C • F4 0 R I 'r °''Ans!0NAL E' 3.161 #3 HD CENTERMATE'S INSERT QUALIFIED FOR USE W/ HV BLADEOI & to 6063-T6 ALLOY HAND TEMPER tt/2" If I HV 1 /4" as-20 AISI 304 ERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE Q 02020 TILTECO, INC. TIL ECO ENS. �T TILLIT TESTING & ENGINEERING COMPANY �� 4.y 5355 N.W. 361h. St., Ste. 305, MRGINIA GARDENS, FLORIDA 331 Phone : (305)871-1530 . Fax : (305)671-1531 e-mail: tilteco®aol.com CA-0006719 WALTER A. TILLIT Jr. P.E. �PI/.AIAT„r,r /n ATr FLORIDA Lic. # 44167 2 „ IN "J- n n N Go Go 822" ® HV "T" LOCK QUALIFIED FOR USE W/HV BLADE T ONLY. 4"0--20 x df •� BRASS CYLINDER (CHROME PLATED) ® HV EGRESS LOC QUALIFIED FOR US / HV BLADE 10 & ONLY. O.D. 18" N� N n .360" AFTER RIVETING BEFORE RIVETING IW 1 /4"0-20 RIYNUT* `SERIE6-444 ALUMINUM (2024-T3 ALLOY) LARGE FLANGE THIN SHEET NUTSERT, PART # 0820, AS MANUFACTURED BY AVDEL CHERRY TEKTORN, PARSIPPENY, NEW JERSEY 07054 OR EQUAL HV ALTERNATIVE LOCK QUALIFIED FOR USE W/ HV BLADE (D ONLY. 1� \.J I I• THUMSTURN CYLINDER OR KEY CYLINDER 545" u 0.875" Min. p N m 1 .125" Max. 804" THUM13TURN CYLINDER OR KEY CYLINDER HD LOCK BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. QUALIFIED FOR USE W/ HV BLADED& e _FLORIDA BUILDING CODE (Non High Velocity Hurricane A.s.s.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 02020 EASTERN METAL SUPPLY, INC. iiGt7 ■ 1111-70% n r TM Accordion Shutter System H.V. RADE #1 W/ OR W/O H.V. WINDOW BLADE I OLD 17-107 /2/202 DATE: 7/2/202( a — DRAWING No — 20-164 5I SHEET t1' 0.454" _—'4 4.371" \" LD. = - 4.355" ,J 4.857" .� 4.999'____,_._-,J )HV SOLID B D 3O HV UNIVERSAL FLOATER UNDER US NT # 5458179 QUALIFIED FOR USE W/ HV BLADE tO INDOW BLADE* 6005-T5 ALLOY AND TEMPER LIMITATIONS OF USE OF BLADE ® ON SHEET 19 6063-T6 ALLOY AND TEMPER ©HV ADJ. FLOOR TRACK QUALIFIED FOR USE W/ HV BLADE 10 6063-T6 ALLOY AND TEMPER 11 HV CEILING HEADER Q LIFIED FOR USE W/ HV BLADE 1OONLY, SEE SECTIONS FOR VALIDITY. 6063-T6 ALLOY AND TEMPER X ) MR X MN. Y MN t 1" 1 1" 0.062' SIDE ANGLES QUALIFIED FOR USE W/ HV BLADE 10 6063-T6 ALLOY AND TEMPER __._. 3.228' N_ -„ 1.500" 085" u (TYP•) 4.897" (7)HV ADJ. ADAPTER WHIP QUALIFIED FOR USE W/ HV BLADE 10 6063-T6 ALLOY AND TEMPER HV HEADER/SILL QUALIFIED FOR USE W/ HV BLADE 1OONLY 6063-T6 ALLOY AND TEMPER ALUMINUM ANGLES QUALIFIED FOR USE W/ HV BLADE Q ONLY. 6063-T6 ALLOY AND TEMPER V\G EN No. 441 7�=_ 7t : .*- �o STATE 0 F(ORID '� r'• ii�4 t'Css • .. ` TEMPER FOR USE W1 HV TEMPER 13 HD CEILING HEADER/SILL QUALIFIED FOR USE W/ HV BLADE 1O SEE SECTIONS FOR VALIDITY, 6063-T6 ALLOY AND TEMPER COMPONENT A B T1 T2 17 2" 5" MAX. 1/8" 1/8" 18 2" 5" MAX. 7" MAX. 0.192" 0.190" 0.192" 0.190" 19 2.5" ®--_-.2"-- 5" MAX.' 0.139" 0.131" 02020 TILTECO, INC. 1\ IL ECO.INC. —' TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 331 Phone : (305)871-1530 . Fax : (305)871-1531 e—mail: tiltecocool.com CA-0000719 WALTER A TILLIT Jr. P.E. TE FLORIDA Uc. 111 44167 1.491"- 1200" N ol,__-- yg`L 0� o�. n HV 90'/180' STARTER QUALIFIEDOR USE W/ HV BLADE T 6063-T6 ALLOY AND TEMPER 9O HV TRENCH TRACK QUALIFIED FOR USE W/ HV BLADE (D ONLY, 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER X Y t © CORNER POSTS QUALIFIED FOR USE W/ HV BLADE 01 6063-T6 ALLOY AND TEMPER A.SI.S■A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 A HV RAINGUARD QUALIFIED FOR USE W/ HV BLADE 6063-T6 ALLOY Al TEMPER Velocitv Hurricane © 2020 EASTERN METAL SUPPLY, INC. WCff%b17A i7VTM Accordion Shutter System H.V. BLADE #1 W/ OR W/O H.V. WINDOW BLADE EV. N DESCRIPTION DATE DRAWN BY: M.P 1 OLD 17-107 7/2/2020 DATE: 7/2/2020 s 1 DRAWING No 4 1 20-164 5 1 1 1 SHEET GENERAL NOTES: 1. BERTHA H.V. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2020 (7th EDMON)OF THE FLORIDA BUILDING CODE. THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd-0.85, USING ASIDE 7-16 AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 & 20. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAX. (A.S.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 & 20. TABLE OF CONTENTS IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D., AS TESTED, WERE NOT OVER STRESSED, A 33 X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS = USED IN THEIR GENERAL NOTES SYSTEM COMPONENTS 1-20 SHEET 1 SHEET 2 ANALYSIS. HOWEVER, A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. BERTHA H.V. ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED SYSTEM COMPONENTS 21-37 SHEET 3 ATL REPORTS: CODE AS PER TYPICAL SHUTTER ASSEMBLY 38-4.4 SHEET 4 TYPICAL WINDOW BLADE & WINDOW DETAIL —14V BLADE Q #0214.01-03, #0715.01-03, #1004.01-05, #1214.01-05• #0317.02-06, #0609.01-10 AND #0210.01-11 AS PER TAS-201, TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2: W BLADE (1) AND W WINDOW BLADE (Al AND E-1996 STANDARDS (MISSILE LEVEL D, WIND ZONES 1, 2 & 3) & #1220.01-10 AS PER TAS 201, 203 & 203 PROTOCOLS LARGE MISSILE. , ADUa —HV WINDOW BLADE ® #0505.01-08 AS PER ASTM E-1886 AND E-1996 (MISSILE LEVEL D, WIND ZONES 1, 2, 3) BASIC PROTECTION ONLY AND # 0725.01—B8 AS PER TAS 202 PROTOCOL. TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 2. HV BLADES AND HV WINDOW BLADE 0 ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS A—F, CONCRETE/BLOCK INSTALLATION SHEEP 6 DETAILS G—M, CONCRETE/BLOCK SHEET 7 3. BERTHA H.V. ACCORDION PINS (HV SCREWS), USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE #14x2.75" AND #14x1.75" RESPECTIVELY, 410—HT MINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 ksi TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063—T6 ALLOY IS 30.0 ksi AND 35.7 ksi FOR END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 10 6005—T5 ALLOY. ALL ALUMINUM EXTRUSIONS IN CONTACT WITH DISSIMILAR MATERIALS SHALL COMPLY WITH SECTION III-6 OF THE 2015 ALUMINUM DESIGN MANUAL. MAXIMUM SPAN TABLES SHEET 11 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 SERIES CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 kai MIN. YIELD STRENGTH AND 90 kai MIN. TENSILE STRENGTH. ANCHOR SCHEDULE— CONCRETE & BLOCK SHEET 12 AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.3.4. SECTION ANCHOR SCHEDULE— CONCRETE & BLOCK SHEET 13 ANCHOR SCHEDULE— CONCRETE & BLOCK SHEET 14 6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE— WOOD SHEET 15 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS: HV BLADE tD : 12,13,14,15 AND 20 HV BLADE D & ® WORKING IN UNISON: 12, 13 & 15 S. THIS BERTHA H.V. ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT #6'779,582. COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S. PATENT #5'458,179 ISSUED TO EASTERN METAL SUPPLY, INC. 9.1T SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN, THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. 10. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER, TENANT, OR OTHERS, MUST PROPERLY CLOSE ALL HV AND HD CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. 11. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION 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 BUILDING CODE 12. BERTHA H.V. ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED By THE JURISDICTION WHERE PERMIT IS APPLIED M. 13. (a) THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D., PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c) THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (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 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 THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. 02020 TILTECO. INC. L E C O ,Nc. No, 44137 TILLIT TESTING & ENGINEERING COMPANY y 6355 N.W. 36th. St.. Ste. 305. VIRGINIA GARDENS, FLORIDA 331 'o•• STATE F ;•�` Phone : (305)871-1530 . Fax : (305)871-1531 ••, „ e—mail: tRec0000l.com �. ��'••A/ri •\ CA-0008719 ✓0� "s•••....... .•'� `�� WALTER A. TILLIT Jr. P.E. *ki,_ /NNAL %'%! EAL/SIGNATURE/DATE FLORIDA Uc, # 44167 INSTALLATION DETAILS M—R, WOOD SHEET 16 INSTALLATION DETAILS S—X, WOOD SHEET 17 END CONNECTION DETAILS 7-12 & X, WOOD SHEET 18 AREA 3: W WINDOW BLADE Gal ONLY TYPICAL SHUTTER ELEVATION SHEET 19 INSTALLATION SHEET 20 Coni; COMPLIANCE THI -_p i BjLS" L 'BE USED TO OBT N l =THE STATE OF FLORIDA :IIf11 O A.S.S.A■ American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 CODE (Non High Velocity Hurricane Zone © 2020 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System H.V. BLADE #1 W/ OR W/0 H.V. WINDOW BLADE N. No DESCRIPTION DATE I DRAWN.BY: M.P I OLD 17-107 /2/2020 DATE: 7/2/2020 3 DRAWING No 4 20-164 5 SHEET