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Building Permit Application
All APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED // Date: 12/20/2019 Permit Number2�1,___0( D Per nittin9 De * St. Lucie county ent n Building Permit Application Planning and Development Services Building and Code Regulation Division 2300 Virginia Avenue,Fort Pierce FL 34982 Phone: (772)462-1553 Fax: (772)462-1578 Commercial X Residential PERMIT TYPE: Shutter „PRE?PQSED,IMPF Ni01/ 1T LOCAT{0 ' � Address: 5055 N Hwy Al#401 Property Tax ID#: 1414-601-0121-000-3 Lot No. Site Plan Name: Block No. Project Name: Abranczyk DETAILE© DESCRIPTION OF WORK Install 2 Accordion Shutters C{7NRUCTION {NFDRM " I ATION xx '` ST s. ,r ,�.. Additional work to be performed under this permit–check all that appI . —Mechanical _Gas Tank _Gas Piping Shutters _Windows/Doors _Electric _Plumbing _Sprinklers _Generator _Roof Pitch Total Sq. Ft of Construction: Sq. Ft.of First Floor: Cost of Construction: $ $2420.00 Utilities: —Sewer —Septic Building Height: 3WNERJLESSEE CONTRACTf3R i NameAbe Abranczyk Name:Michael Heissenberg Address:5055 N Hwy Al#401 Company:Expert Shutter Services City: Fort Pierce State: Address:668 SW Whitmore Drive Zip Code: 34949 Fax: City: Port Saint Lucie State:FL_ Phone No.772-766-5506 Zip Code: 34986 Fax: 772-871-0990 E-Mail:abe@archoice.com Phone No 772-871-1915 Fill in fee simple Title Holder on next page( if different E-Mail Permits@expertshutters.com from the Owner listed above) State or County License 16572 If value of construction is$2500 or more,a RECORDED Notice of Commencement is required. If value of HVAC is$7,500 or more,a RECORDED Notice of Commencement is required. St �PLEM�NTAL CONSTRl1CTION LI�IU 4LAW INFORMATION y 3s .�� A. ..: ,• ' �f DESIGNER/ENGINEER: _Not Applicable MORTGAGE COMPANY: of Applicable ISI a m e:Titteco Inc. Name: Address:6355 NW 36th St Suite 305 Address: City: Virginia Gardens State: FL City: State: Zip: 33166 Phone Zip: Phone: FEE SIMPLE TITLE HOLDER: of Applicable BONDING COMPANY: _Not Applicable Name: Name: Address: Address: City: City: Zip: Phone: Zip: Phone: OWNER/CONTRACTOR AFFIDVIT: Application is hereby made to obtain a permit to do the work and installation as indicated. I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such structure.Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will,in all respects,perform the work in accordance with the approved plans,the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review:room additions, accessory structures,swimming pools,fences,walls,signs,screen rooms and accessory uses to another non-residential use "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE CORDED AND POSTED ON THE JO TE BEFOR THE FIRST INSPECTION. IF YOU INTEND OBT N FIN CING, CONSULT WITH UR LEND .O TTO NEY BEFORE RECORDING U OTIC F E EME ." Signature of Owner/Lessee/Contractor as gent for Owner Signature of Con ra r/Licen e H Ider STATE OF FLOFAQA STATE OF FL ID /� COUNTY OF - WdL COUNTY OF -'�ucl,- The f rgoing instr n was acknowledgedbefore me The fing instcu nt was acknowledge] before me this Z_day of LVI 20by thisday of V) � 2(X% by m0yc Vie'%V) NLiC I mw 1( Name of person making statement. Name of person making tatement. Personally Known V OR Produced Identification Personally Known OR Produced Identification Type of Identification Type of Identification Produced Produced &N,&, u� C)l � (Signature of Notary Public-State of Florida) (Signature of Notary Public-State of Florida) Commission No.S (Seal) Commission No (Seal) REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE COMPLETED Rev. ALTERNATE INS L Q "T" LO 0 V MALE/FEMALE " LOCKS CE TE S 829) LOCK BLADE SPE ENO i` NNE ON DETAILS ON SHEETS t0 &l$ INSTALLATION Q,HV BLADE OUT IN ��EY60NG«An 100E.0=4 CETA W.0P3CATED ON s8w 0. Wf HD CENTERMATES l A5 WLLL AS UNNEM&RGAnNO BLADE 0 Ort HOD--, �w�w 8{�•�w$w}0•�P IN4f AX ON T}it$SHEET.YAT 6E USED Wim TM ALTERNA ( uISTAUArAT orra�ka D ,nl ,�sl'n. DUAILRrT..ON CONNECTION AI SHEETS tO h i$ i O•{�•�w0.O•�� � I 4`G�wQ`�w{7•®n 'wac7�1�i&,wsc�ai a a• w i�•� L(OPT,Oau) 4* (Danorw) 0oPl�sTOA1 I --....__._,___-_-__-"____________________. ,___..._____-_ j (4)l+on/r.0'iT TO TUM i tla aoc.Mi WPM # AT EACH ANQIC(T+P) IN (,)N.U. IN (.)N.V. 3 y�y YA'RP.A4TSN 30 HY "T" PTNs e1Y Pars iT f) \I c�s mac S 3 LOCK (INSIDE} -- ORsw ,) 5 1 2 29 1 X, \_F:2 au--( 31 OR2 � 38 31 oR 32 @-@J 3 31 Old 2 1/4" 0--20 x 1 1/2" S.S.M.S. a 6* (oPMUL) *sEe Nott a rDR l,v Lncx(3 W/ 7/8"0 x 3/32" WINGNUT. (GPRo uEy HDB-XB3 oUT HDC-HYC T LOLK,DN STieTf 5. * SYMMETRICAL HD CENTERMATES Q HV "T" LOCK (OUTSIDE) YMMETRI�� HDC ITERMATES �* W/ _• LOCK (EXTERIORS W/6` L'I(K {INTERIOR) t SERCS 9s+4 ALi wl- (2024-T3 ALLO'0 LARGE RANGE T)#44w®w©• 7Ow©n 10•�'w SNEL NUT5ERT.PART(0820. 10. -0.@-0.9- AS U UFACTUREO DY Awn CIff,ART v TWORN,PARS:PPE10.NEN JERSEY ,(6 *{7 •�w 6�•7 •{f�c+ 07054 OR EDUAL !'� —".•""�J»®,.•©»,�Yg�,w®/'�•,(N�.-':��/m�,, 3 _O *SSI iron.ON IOCK04 R001 Q k IO®LODO ON SHEET a #*UNVERSAL nUUA0 MADVO GLTA1 h00-NA 5 Mo IDR ILL CEN1L wArls APPUGnONs'Mfw C Aw HDQ—HVDst FLOATING STACK III'''' Ek A. h,"% FLORIDA BUILDING CODE Non High Velocity Hurricane Zone' 1 ....... 01017 nucco.INC. (D2017 EASTERN NErAL SUPPLY, inc. BERTHA H TM D• '�— A■ ww A Accordion ShutterSystemt4l L E.0 d r a r. A.S.S.A. KV.BLADE#1 W/OR W/0 KV.W BLADE % NM TIL UT TESTING & ENGINEERING COMPANY American Shutter Systems Irv.N OESCRIPTI011 DATE DRAWU BY: LC. O"•,• �tV$`�1 83u.N.w.361,.sc,sa.305.NRGOAA CAROM R07AA 331G Association, Inc. T OLD 15-085 7/2711 DATE: 07/27/17 ` Q N Pb—:(3os)s71-1530,ro.:C3ns)s71-1s31 4268 Westroods Drive 2 DRAWING Na :/0NA4'Et�;\lII(tl wALTE�1 nit 4719 . West Palm Beach, FL 33407 i 17-107 « TLORet Uc g„167 5 SHEET P.E. SEAL/SIGNATURE/DATE s 9 OF 20 POURED CONCRETE POURED CONCRETE ppOURED CONCRETE OR CONCRETE OR CONCRETE / POURED CONCRETE OR j� ' 4R CONCRETE CONCRETE BLOCK WALL / BLOCK WALL REQUIRED -�"` BLOCK WALL REQUIRED " fJ" BLOCK WALL REQUIRED �• REQUIRED -EXISTING CLASS EXISTING GIASS I CONCRETE ANCHOR �-EXISTING GLASS J�.� - y �� 2'tiiN.. EXISTING GLASS 16`O.C. _( "> f._,•_ r -2"MINI,' TO GLASS(SEE PAN.SEPARAITON ~'i - ` - T M SEPARATION K SEPARVION EQ EQ L",SEPARATION TO CLASS(SEE I Its FOUR SCHEDULE ON Q)AND I u.•'HMLXE-OR SHEET i 1 70 GLASS= LTO BASS(9,fF . SCHEDULE an SLEET T/16'x3"IAAX ON ShW 19--OR A r 5UIEDLRE ON SHEEP i H 1 t TOR BADE())ANO (6063- NT. �� Av0 t I FOR BLADE(DAN➢ (LOCATE j{�.� .ON SHEEP 19 FOR tM CLOSER _ LAS «�. gig ifx` f ION SHEET 19 FOR IR SIDE\7 Qa`� PLATE. (LOCATE 1/2 / ..- I IMADE'S tO&Q� I AT ERHER 9(yO�E MWr--" ' -y- i OF (5) 1/2'MIN. OFA-•') 'ti'"-- I j j •1•USE I'OR 2'!M%. i #10x1/2'S.M.S. (A$APPLICABLE)K2-0/9-xo �iosiw,6S O.C�� _�_~_C 0 T6'O.C. 4 ALUMINUM CUP ANGLE (6063-T6 ALLOY)AT MIDHEICHT (1)010.1/2'S.M.S.TOdk t E 4) I (2)1/4'9 TAPCONS ANCHOR$ TO WALL AT i'O.C. (LOCATE AT ' SEE DETAIL% F ) OR ®w I EITHER SIDE OF �� v ^OR & SIDE CONNECTI N �) lO QR1 OR ` SEE DETAIL%FOR TO TRAC$SIDE CONNECTIONI �2 �Iw©.O7 al`8Jn TO•®w SEE DETAIL ON E IO a 6 7�•8 ip.®w TO TRACKS a a 6+]w 6 t •�:x Qa�a®.�„�,®w SIDE TOTERACKS to•�a�DwQ 10•�a 1 .•�a®.�a�. w L 10•®^'�•�©•� 6L �a 6 6 7 .t1�w �a® V'Q.0a®.0j a ©.0•4'J°`6�'Q'�°' Y.�''LWa®"U°"®•'LJa �•�al©+®aO.0- @ ®w® �wCB7 �a ® ®w� �wC) �a ® �w�®ate c w©� p-�a�.�a�.,�wp•� ®•6�a�ETAIL w� TAIL 2 . ND CONNECTION DETAILQ END CONNECTION OF-TAIL ,`QLD CONNECTION DETAIL.�}f' E,•N�f CONNECTION DETAIL +REQUIREO ONLY FOR SPA11S GREATER IRAN 12'-0' dNCRETE OR EXISTING - - /—EXISTING EXISTING CLASS _REQUIR CONCpE BLOCK WALL GtnSS ,.. I � [�`__�ii_ LLFL PARAnaI � #10x1/2'S.M.S- TO aR45((SEE0 16'O:C. ARAI1aN a`Z.'-_-----^"'j ---- - tt f ON HEFT if2 CONCRETE "MIN. TO OR®QR 1�OR aN SHEET i ANCHOR 0 L. 111 FOUR E ON BLADE MAND - - ' OROR(90R@ ` 61"5 m& 12' ON MEET is FOR 4 CONCRETE--" OR(p ANCHOR16" \ }\ / 1 2"MIN. _ L2:uiFt. ------ EQ li(DOR(�)OR 1@OR i 2'MIN. 2"MIN, f j 4 SEE LIIWONS OF USE rOR (�'� /����� y BLADE�ON SHEET is @0Rt@, OR(qdR@0R@ VIEW Y S 1 OR &NI PLAN POURED CONCRETE oR 4�w(p Ow n�'� 1 E D INSTALLATION CONCRETE BLOCK WALL, �.,®a©.� .�a�•�.©'�w REDUIRED U•C?•�wC}•O•tw (1 HV BLADE OR Hy WINDOW BLADE INTO @:0 CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL QO'®w� 4�w ®a r, � tteONNECTION DETAIL FLORIDA BUILDING CODE Non Nigh Velocity Hurricane Zone: ID201T EASTERN METAL SUPPLY,INC- BERTHA L''`�'•''�GElV,g• .,f i "110 �o2a»nL HVTM !i L E C 0 i N A■S■S■�I�,■ Accordion Shutter System xv RADE#1 W/OR W/o KV.WNDOW MADE American Shutter Systems S3 UY i TILUT TESTING & ENGINEERING COMPANY Y w.R 4ESaR PnOr1 9Ai[ pRA tial[iY_ LC. ('� A Association. Inc. t OLD 15-085 7/27/1 DATE: 07/27/17 � 44(/LAA 6331 N.tr,36th 56 An.341.NR4kd4 a+V10Tia4.TtCR6A 3318 - A), �L Ph.-:(JUS)B71-1630.r4■:(305)671-1531 4268 Westroods Drive 1 DRAWING No 4-nwEBteot�«fioa.g,con West Palm Beach, FC_ 33407 4 17-107_)07 �i , WALTER A.TILUT Jr.P.E. SHEET P.E. SEAL/5iGNATURE/DATE ORD" 'x A;+167 6 10 OF 20 5 SCHEDULE #!1 SCHEDULE #2 SCHEDULE #3 MAXIMUM SHUTTER SPAN* 'L+' OR "L-" MAXIMUM SHUTTER SPAN* "L+" mmimuxt SHUTTER SPAN* NttAt}ATtON LEGEND `- (it.). FOR INSTALLATIONS W1 OR -L-- (ft.) FOR OR "L-' (ft.) INSTALLATIONS CF RIA 8, ® or INSTALLATIONS WOOD or-F, TONS _eV W 1 R ATES CONCRETE & (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V. LD (a or 0 or or QM OC, & &F/ ONE HV LOCKS MANSORY POSITIVE A.S.D.DESIGN PRESSURE RATING. or 6'�' W/ HO LOCK (9 W1 0 LOCKING RODS or ONE HV LOCK at @ or OR NO LOCKING L-: MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE % WALL A. B. C. D. E. M. N. 0, P, 0, A.S.O. DESIGN PRESSURE RATING. CENTERMAI@ 28@ 29 W/ ONE W1 NO LOCKING RODS(5 IODS MOUNTING F. K & L R. S, & V. i,@-T' LOCK 30 w/rw0 LOTONG (SEE NOTES t tt) (VALID FOR MOURPUGO (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR RODS 35 TOP & BOTTOM14SEE SHEET 7) FLOOR/CEILING G, H. 1, 11, J T, U, IN & X WALL MOUNTINGS(TOP/BOTTOM) OR FLOOR/CEILING: OWN F. so CONCRETE&WOOD CONCRETE MOUNTING M I '.AmImm ITASTALLATIoNs INSTALLATIONS GN04 A POSITIVE A,S.D. DESIGN PRESSURE RATING, A.S.D.DtWGN so. So.ocuct, DETERMINE MAXIMUM SPAN *L+*FROM SCHEDULE. Fmsun WALL MOUNTING PRESS�4 WALL VOWAIM PRMuFM FLOOR/COUNG INOU14ING RArj4 OR GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING. PAT-4 MOUNTING & (o.1 (p,.'I DETERMINE MAXIMUM SPAN 'I.-'FROM SCHEDULE. I,ort FLOOR/CVUNG IACUUTINC. FLOO AIL"ouILTI) L (4) L (D) (ft) I I (") _?�IRM 0 MAXIMUM SHUTTER SPAN 'L+'OR "L-'FOR INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 30 OR 1 —30 Is.-0. 16,-Q" 30 105 pi;f. &D. DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN 'L+'AND "T.-'% 35 15'-2- 16'-0- 35 W-10, W-101 35 lsr*-1 X (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 40 14'-2- -17--2- 40 13'-10' 131-10, 40 14'-2' Iw-2" t W CORNER CENTERMATE 13 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTING$ -Ts 14'-3- 45 IX_I* 13'-1* 45 137- �-_4' 45 13'-4' 14*-31 VW1 FLOOR/CVUNG MOUNTINGS: 50 12'-5- 12--8- 13'-7- 50 12'-5" 12'-5' 50 12'-3' 13,-1* MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS 55 11'-1D• 11'-101 12'-1' 12'-11' 55 III-to' 11'-10" 55 11'-1' 11'-11' SHALL BE AS INDICATED ON MANDATORY CONOMON #2 FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE 60 1V-4" 11'-4' 11'-7- 60 11"-4` 11-4- Go I0'-2' }0'-11' NOTE#S.SHEET 5. RATING; 65 10'-10" 101-10, 11'-T" II'_11 55 101-10' to*-Io' DETERMINE:70 9'-6' 101-11 Ll+- MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. to'-6` -10776-- -f07---7 I I.-F 7-0 —)0'-6- —I0•-6- S.-s- 9-4' Ll+- MAX. SPAN FOR FLOOR/CEIUNG MOUNTING 75 W-i" lo'-I' I0'-4" IV-1' 75 101-1, I0`_I* 75 a-s' ttEXCEPT THAT MWMUM SHUTTER INSTALLATIONS, 80 9•-10, 10*-0* 10'-9' 80 91-10, 9,-10* SPAN*L+*OR*L-*AND MAXIMUM A.S.O.DESING FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 85 IF-6" 9'-S' 10'-5" 85 PRESSURE RATING FOR INSTALLAT1014S INTO CONCRETE RATING: • OR CONCRETE BLOCK SHIAU BE UIURIED AS FOLLOWS: DETERMINE: 90 9._3 90 W-3. 9.-3. 1- CONNECTIONS TO KEYSTONE MOUNTING Li MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 95 9'-0" 8,-9- g'-2" 91-10" 95 W-9' LIMITED TO +64,-72 P.a,f. AND 8*-0' SPAN, SEE 1.2— MAX. SPAN FOR FLOOR/CEILING MOUNTING 81-9. MOUNTING @ ON SHEET 7. INSTALLATIONS. 100 —100 a--q- W-4" 8--g' 9'-4- 105 7 W-4- 7'-7- 8':�7-_ 9'-2* 110 1'-4- 7'-7* FINAL MAXIMUM ALLOWABLE SPAN is EQUAL TO THE 110 — - MINIMUM BETWEEN *Ll+*, "U+. "Ll-"AND"U- ' R'-4- — ::-�- SEPARATION TO GLASS SCHEDULE 120 6--11' 8'-2- 8'-9' 120 8'-0- (4) GO TO ANCHOR SCHEDULE WITH F114AL MAXIMUM 125 7'-10- W-8' W-o' 8*-S* 125 -10' ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 6'-5" 7'-10' PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 1.30 -r-s- 6'-S' WIND ZONE MINIMUM SPACING. 135 7*-7- V-2- V-9, 135 7'-'r 61-2* ASTM E-1996 SEPARATION 140 71-51 5*-11- 7'-7* 7'-1'- 140 7•-5` 51-11' TO GLASS 7,-3- 7*-3' 145 7'-3' b'-9' _t5 0 7'-2- s'-7- 155 '-7" 150 7'-2' 5W.:�F_ 7'-4- jT7__0_ W-5- 7'-2- 6'-9- 1 155 7--l' 1 THRU 3 7- 160 IV 5'-2- 7*-1' W-7' LIST) W-11, W-2- I 170b'-9- 65 57_� 7--o. 165 6'-10" S.-I. -i;--IT- CF-_2* t70 6. V4*-1 1 175 r. �-7. 4,-g, 6--9- 6-0 175 61-7, 4'-9 180 W-6' 4'-1' 5'-10* 180, V-6, 4--l' ._ - T_ 1.-,. 10 HV BLADE 185 6*-5' 4'-6- 6'-7- -8* 185 4-6 _44�-� W-6- 5'-6* ISO 6'-4' 4*-5- 3. 195 W-3- 4'-3" 6•-5- 5--5' 195 61-3, 4--3' 200 6'-2- 4'-2'1_6-4* 200 6'-2- 4'-2- FLORIDA BUILDING CODE(N W-3- 5-1- 205 On High Velocity Hurricane Zone: 1 % 02017 TILTVCO,INC. 02017 EASTERN METAL SUPPLY,INC, ENS, � BERTHA HVT?.f — AA KVAccordion Shutter System 7j L . . . —1 c o , C, . BLADE#1 W1 OR W10 KV,ININDON BLADE / SS TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.N DESCIZIPnON DATE MWN 04 M&Y./LG. a 37/27/17 DATe 07/27/17 Zc Association, Inc. I OLD Is-CBS Ph Pa. 4268 Westroods Drive 2 $1.1 Ul'.30.wahu Gmm FLOP. vniv, DRAWING No ........ hlla:Ult-ft.l.co. West Palm Beach, FL 33407 3 It 08-000019 — 17-107 si ONA WALTERSA TIL"T j.P.E. 4 — FL0110.Ua If 441673 SHEET REI S URE DATE 1 177 11 OF 20 MAX! (11; ANCHORS SPACING (in) SCHEnU E FOR A GIVEN MAX- SHUTTER SPAN, A c n DESIGN NEGUNE PRESSURE RATING AND A CORRESPONQLNG MOINTING TYPE FOR CONCRETE OR CONCRE(E ANCHORS SPACING LEGEND POURED CONCRETE ser-uoUNWIGS A.Mpg D A:D t37+s1tEET 6 POURED(70t4CRETE OONCRETE BLOCK TAPCON OR A WNL,HEAD MOUNTING QV WALL HFAO MOUNTING WNL HEADER MOUNTING D WALL SILL OUNTINC 0 WNL.SILL OUNTING C k WALT.HEAD SILL TAPCON WITH ADVANCED SPAN W/ W/ W W/ MOUNTING THREADFORM TECHNOLOGY 00 ASD.OCZN RVAM P Fro ASD.OF1m ISGA1N£Primo RA" ASD,OEM NEGATBE PRf555RE P•4T014 �ASO.fYS701 NEGATIVE NtT'SM RATHG A or"11 MA1FE PRUM RATM ASB,OL5101 NEWTAE i9ESSRE RARVG ALL POINTS SOLID-SET 30140160175190 120 t60 205 30 40-6-OT-75190112011601205 30 40 60 75 90 120 160 205 30 40 66 75 90 120 160 205 30 40 60 75 90 120 160 205 30 40 60 75 90 120 16O 205 BLUE TAP 14 12 10 9 9 a a 6 14 12 f0 8 8 a 8 6 14 12 10 9 8 0 6 B 14 12 to 9 8 a 6 - 14 12 10 9_8 B 6 5,5 8 8 a a a a 7 53 3'-0- to 12 tq 9 @ a 6 a 14 12 10 9 a a 6 5 14 f2. 10 9 8 a 6 6 14 12 10 9 8 8 8 6 14 12 10 9 a a 6 0 8 9 8 s 8 8 8 B TAPPER+ OR 14 12 10 9 B 8 6 5 14 12 10 9 B B 5 0 14 12 f0 8 8 8 d 8 14 12 10 9 8 0 6 1 ,{ 12 10 9 B B 6 0 0 8 e e 8 B B 9.5 74 t2 to 9 8 8 6 5 t4 12 TO 9 8 8 6 6 14 T2 10 9 8 B 8 6 14 12 10 9 0 B 8 - 14 12 10 0 6 6 0 6 8 8 8 0 8 8 8 7 14 12 10 9 8 8 0 4 14 12 10 e a a 6 6 14 f2 t0 9 8 8 -6 -6 14 12 10 9 9 7 - - 14 12 10 9 8 7 5.5 - 8 8 0 a a 7 5.5 4 4'-D' /4 12 .10 9 0 8 6 4 to 12 f0 9 8 8 6 5 14 12 I0 0 B e d 6 /4 72 /0 9 e a &S - f4 12 10 0 8 8 a 6 a e 6 9 8 8 B B 14 12 ,0 9 8 +.5 - 74 S2 10 9 e 8 6 4 14 12 10 9 5 S 0 0 14 12 10 9 a a - - ti 72 10 9 0 8 6 0 6 8 8 0 8 8.5 S 14 12 10 9 @ 6 a t 74 12 10 9 6 8 6 6 14 12 10 0 B 9 6 6 f4 12 t0 9 6 B - 14 I2 ,0 9 6 0 B 8 0 8 8 6 B 7 53 14 12 10 8 8 8 43 - E4 12 i0 9 8 8 fi 3.S t4 12 10 a 8 a 5 a 14 12 10 9 73 - - 14 12 10 9 7.5 &5 - - 8 6 6 B 7.5 53 4 3 • SEE ANCHOR 5,-0• 14 12 70 9 8 B 43 - 14 12 i0 9 B 8 6 33 14 12 f0 0 0 8 6 6 it 12 10 9 8 7 - 14 12 Ip 9 8 a 6 - 8 8 e b 6 8 8 8 SPECIFICATIONS 14 12 10 9 0 53 - - 14 72 70 9 8 a 4.5 - 14. 12 10 9 0 S 6 5 t4 12 10 9 8 3 -• - 14 12 10 0 8 7 - 8 8 8 B a 7 5 4 14 12 f0 9 a 9 4 1+ 12 10 8 B 8 6 S.s 7+ tz r0 a 8 e 8 8 t+ 12 /o fl 6 - - 14 12 to 9 8 7.5 - 8 B 8 8 8 7.5 5.5 4 ON SHEET 13 14 12 IQ 9 B .5 J - 14 12 10 9 8 - 14 12 f0 9 8 8 6 6 14 12 9.5 74"-W- - - 14 12 9.5 7,5 8.5 - 0 8 B 7,5 &5 4.5 3,5 - 6'-0' t4 {2 t0 9 8 &S - - 14 12 10 9 a 8 4. - 14 12 10 9 8 8 6 6 %4 12 SO 9 8 4 - 14 12 10 9 8 8 8 8 8 8 8 8 7.5 14 12 10 9 8 3 ^ 14 12 10 9 B - 14' 12 tp 9 8 B&6 33 14 12 t0 0 1,5 - - - 14 12 t0 9 7 - - 8 B B a 7.5 6- ; 3 tt 72 t0 9 8 5 - 14 12 10 9 a 8 ♦ - 74 f2 f0 9 8 8 6 53 i4 f2 10 0 5 - - ,4 12 t0 0 8 43 - - a 9 8 8 a 6 4.5 - 14 12 10 B 8 4 - - 74 12 l0 9 B 6.5 3 - 14 12 10 B 6 0 8 14 12 8 4.5 - - - 14 12 8 8.5 SS - - - @ B 8 6A 5.5 4 ! - T-O- 14 12 10 9 B 4 - 14 12 10 9 B 6.5 3 - 71 12 /0 0 8 8 e 14 12 30 0 8 - - 14 12 40 0 8 7 - 8 B 8 0 6. @ TS 6 14 f2 10 a 4.S - - ti 12 10 9 8 4 - ,4 72 f0 9 5 7 4 - t+ 72 10 S.5 - - - t4 77 t0' 8 8.5 - - 6 @ 8 8 '6S 5 3.9 - 14 72 10 4 i.S 75 - - 14 t2 10 0 6 6 - - 14 72 10 9 8 8 6 14 /2 TO 6 - - - 14 92 10 &5 7 - - 6 8 0 5 N 12 t0 9 53 3 - - 74 12 f0 9 8 4.5 - - 14 12 10 2 8 8 - 14 IT 7 - - 14 11 7 &6 3.S - - - 6 8 7 53 4,5 3.5 - - 8'-0' 14 12 10 9 55 - - /4 t2 10 9 a ♦-5 = - 14 12 Iq 9 8 8 - - 14 t2 10 7 4 _ - is T2 70 9 8 3 = - 9 8 B a *SEE LIMITATIONS OF USE FOR t4 12 to SS 3 - - 14 12 t0 8 8 - t4 12 10 9 a 53 - t4 72 &5 3 74 t2 &S 7 4 a 8 e 7 5.5 4 3 BLADE 1A ON SHEET 19 14 12 10 9 S - 74 12 10 9 8 4 - la f2 10 B B 8 - - 14 12 9.5 - - - ^ 14 12 0.5 7.5 t.5 - - - 8 6 0 74 6 L5 to t2 t0 a.5 4.5 - - - 1l 17 t0 0 7.5 - - 14 12 1tl 9 0 - - - 13 9.5 4 - - - - 13 9.5 65 5 - - - - 6 a 8.5 5 a 3 - g,-0, t4 12 l0 &5 4 - - - l4 ,2 10 9 7.5 - - 1a 72 70 9 6 - - - ,i 12 10 5 - - i; 12 70 9 5-5 - - a 5 8 0 8 &5 8 3 N I2 10 4 - 14 12 10 9 4.5 - 14 12 10 0 7.5 - - 14 11.5 4.5 - - - - f4 11.5 7.5 6 a 6 73 6 5 4 ,4 12 10 9 4 - 14 112110 0 7 - - 74 12 10 0 8 - - I{ 12 S - - - - - 14 t2 a OS - - - 8 8 8 6.5 53 4 - I4 12 9.5 5 3S - - - 14 12 10 9 5.5 - - - l4 12 I0 9 e - ^ 11.5 83 - - - - - 11.5&5 5.5 - - - - - 8 5 5.S 43 35 - - 10'-O� t4 12 9.5 5 15 - - - 14 12 ,D 9 5S - - - 14 12 10 9 a - - - 14 12 1 - - - - l4 12 10 73 5 - - 8 0 8 a a Z5 a3 = 14 12 5.5 .3 - It r2 10 a 3 - - 14 12 CO 9 8 - - - 14 1" 3 - - - - - 14 70.5 7 33 - - - 8 8 7 5.$ 4-5 3.5 - 14 12 9 4,5 3 - la 12 10 9 5 - - - 14 12 10 9 8 - 14 11 - - - - - 14 It 7.5 - - - 9 8 7.5 - 14 12 7 - - - - 74 12 10 - - - - - 14 12 10 - - - - 0.5 11 - - - _ - - 10.5 8 5 - - 8 B 5 4 3,6 - - 14 12 10 - - 14 12 to - - - 14 12 5 - - - 14 12 t0 - - - - B B 8_ 8 6 7 3.5 1t 12 4 12 714 - - - _ - 14 12 10 - - - 14 12 10 - - - - - 125 9S - - - 12.5 9.5 6 - - - 0 5 6 S 4 1 14 12 &5 - - - - - 14 12 10 - - - 14 t2 1 - - - - 13.5 10 - - - - - -- -14- 10 7 - - - e B 7 &5 4.5 - - 14 12 65 - - 14 12 10 - - - - 14 12 10 - - - - - 95 7 - - - - - 93 7 35 - - - - - 6 7 t.5 3.S S - - - 14 f2 5,5 - - - - - 14 12 10 - - - - 14 12 10 - - - - - 14 12 4 - - - - - 14 12 10 - - - 0 8 a 8 B 6 3 l4 t2 J _ - - 1t 13 9 - - - - It 12 t0 - - 1S 9.5 - - - - n-5 8.5 4 - - - - - 8 6 5.5 44 4 - - - ia 12 5 - - - - - is t2 10 - - - - to 13 10 - i- - 17.5 9.5 - - - - 13.5 9.6 t3 - - - - 8 8 6 5 4 - - �~ 14 i2 - - 14 12 - - - 14 12 - - - - - 9 4.5 - _ _ _ _ - 9 d.5 . - __ a 6.5 4.5 1.5 ! - _ 11) HV BLADE OR �� HV BLADE 0 t4 12 - _ _ _ _ - /4 12 - - - - - ..t{ 47 - - - - - i4 12 _ - - i i� 12 - - - e E B 8 8 4.5 - - Wl HV WINDOW BLADE t+ -t Q- - - 14 12 - - - - 14 f2 - - - 10.5 SS - Q5 8 - 0 8 5 4 1.9 I 12 - - - - - - 1a 12 - - - - - - t4 72 - - - - - - 113 6 - - - - - - 113&5 - - - - 8 8 6.5 4.5 - - - - ,4 i2 - - - - - 14 t2 - - - - ,+ t2 - - - - - 6 3 - - - - - - 5 fi _ - - - - e 6 ; 3 - - - WORKING IN UNISON is 72 - - - - - I4 12 - - - - 14 r2 - - - - 14 9 - - - - - 14 12 - - - - - - 8 8 8 0 7,5 4 14'-0' 14 7 - N 12 - - - - 14 12 - - - - - 10 4 - - - - - to 7.5 - - -- 8 74 5 4 3 _ - Ia 11.5 _ _ _ _ - - N 12 - - - - - I4 12 ^ - _ _ _ _ 10.5 4 - - - 103 B - - - - 8 e 5 4 _ - 14 - - - _ - - 74 - - - - - - 14 - - - 7.5 - - - - - - - -5 - - - - - 7.5 5.5 ].5 3 - - 15,-0. ti - - - - - - 14 - - - - - - 14 - - - - 14 - - - - 14 - - - 8 8 B 7 7 3S 24 _. 14 - - - - 14 - - - --- - 0 - - - - - 9 - - a 7 4S !3 ] 14 - - - - - - T4 _ _ - _ - _ ti .. _ _ - - - _ iq - - _ - _ _ ID _ - - - _ - - 8 7.5 5 4 - - - 11 - - - - - 14 - - - 14 - - - - - - 7 - - 7 - - - - - - 7 5.5 1.5 - - - ld'-0• t4 - - - - - 14 - - - - - 14 - - = - = - tl - = - _ - 8 8 8 7.5 6 3 - N - - ,4 - - 1+ - - @ - - 8 - 8 BD 4 3S - tt - - 14 - - - - - 14 - - - + - N 5 - - - - - i 9.S - - - - - 8 7 4.5 - - - - - FLORIDA BUILDING CODE(Mon Nigh Velocity Nurricone Zone p' 02077 Hueco.iNa ®2017 EASTERN METAL SUPPLY,INC. �„� BERTHA HVT)A /�lECO NC. A■ ■ .A■ Accordion Shutter System z ? l H.V. MADE#1 W/OR W/O H.Y.WNDO+Y RADE O: / * TILWT TESTING do ENGINEERING COMPANY American Shutter Systems 1V.N DESCRIPTIO" DATE ORM11 0Y: LC. ) �F Association, Inc. I OLD 15-085 7/27/7 DATE: 07/27/17 63SS N.it.]6m,St..5%.305,N O--C4AODtg,1101404 3Nd DRAWING No O tJ Phone:(105)871-1530.Toa:(305)8]1-7531 4268 1Vestroads Drive 2 t'` p r' t1 a-moo:t0tecaoo4.com West PGtm Beoch, FL 33407 3 1 7^107 ''�s`01�1gL•�Nvi�i�Iitt WALTER�LUTIJ,.P.E. 4 P.E. SE'AL�SK3NATOREJDATE FLORIDA ik d:♦t6a a SHEET OF 20 •a .� 4 •CM IM ANCHO • SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES (SEE MOUNTINGS E G.&H ON SHEETS 6&7) t.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POU=ONIGREIVIDoomm BLOCK POURED CONCRETE (A} TO EXISTING POURED CONCRETE(Min.Cc-3 k5O MA7mAn1 E@WALL SILL MOUNTING ©CEILING MOUNTINGNU FLOOR MOUNTING - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY LT.W,BUILOEX.(Min.1'c.3 tci) ANCHORS SPACE i FILENn - 1/4*0•3/4'ALL POINTS SCUD-SET ANCHDRS,AS DISTRIBUTED BY ALL PCINFS SCREW,DOLT&SPECIALTY COMPANY. (Min f'e m 3 1w) p�1 [14 OMMO URL PRESSURE RANNG t 0.OT9GA NEGAM p1a5ARE WIND S0.DEM RIE PRISM R1171G 1/4'0 BANE TM CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC.(Min,rc- 2 ksQ TAPCON OR - tJ4"6 TAFPERt ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC..AND DISTF48UTED BY ALL POINTS SCREW.BOLT&SPECIALTY 520780205 34 40 60 IS 80'720 160 205 30 40 6O IS 9D 120 760 2G5 TAPCON WITH IUSVANC£D COMPANYOR ANYOMER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 12 10 9 8 8 6 5.5 14 tx 10 9 8 It 6 5 f 12 10 8 6 8 6 6 THREADFORM TECHNOLOGY (Min rc- 3 ksi) 3'-0" t2 10 9 8 @ 8 6 I4 12 10 9 8 8 6 6 14 12 10 9 8 B 6 6 ALL PONTIS SOLID-SET DR LESS t2 t0 9 8 8 6 6 14 12 f0 9 9 8 6 6 14 12 10 8 0 8 6 5BLUE TAP W/CAP NOTES: 12 10 9 B e 6 7 t4 12 10 9 8 8 6 6 14 12 f0 9 8 B 6 6 TAPPER+ At}MIN1lAUM FlABEDMEtNT INTO POURED CONCRETE OF TAFCON OR TAPCON WTTti ADVANCED THREADFORM TECHNOLOGY ANCHORS ANO TAPPERt s2 t0 9 8 7 55 3.5[14 12 i0 9 8 8 e 6 14 12 10 9 a 8 a S ANCHORS 15 1 3/4•,ANO FOR BLVE TAP W/CAP ANCHORS IS 1 1/2'.4•-0" 17 t04 B B6 6 12 10 9 8 B 8 6 14 12 10 8 0 B 6 3,9 f2 10 8 8 8 a 4 12 t0 9 8 8 6 4.5 F4 12 10 9 6 6 4 3,3 A2)ftUNOAUid EMBEDMENT OF 7/4'0 x 3j4`ALL POINTS S011D-SET ANCHORS SHALL BE 7/e•INTO THE POURED CONCRETE NO EMBEDMENT 1{ 12 10 0 e @ 6 4,S 12 10 9 0 8 8 S,S 14 12 t0 4 6 B 6 4. �� INTO STUCCO SHPLL @E PEREIRTED, 1/4'6-20 5.5.MACHINE SCREW IUSW SWILL BE 1 1/2"LONG NININUM SHOULD STUCCO 14 12 10 0 7.5 5,5 3.5 - t2 10 9 8 8 8 5 14 12 10 9 8 7 55 4 4 SEI UW 0400 OF USC P6R Eft.AND 1'MINIMUUM FOR WALLS WITH NO STUCCO. is t2 f0 9 8 8 6 a 72 10 9 8 B 8 S•5 14 12 10 9 0 8 e 43etA06 "" 195'-0' t4 i2 10 9 e 7 4 - 12 10 9 8 a3 S 3.5 14 12 t0 8 6.5 5 SS 7 A.3)IN CASE THAT PRECAST STONE•PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE FIDSTING WALL OR FLOOR,14 12 f098 7.5 45 - 12 t0 9 8 8 6 45 14 t2 i4 9 8 6 4.5 3.75 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAD WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON �1412 95 75 63 f.5 - - 12 10 0 8 7.5 55 4 14 12 10 0 8 8 4.5 3.5 NOTES At)&A2)ABOVE.FOR INSTALLATIONS Ott ViNYI.SIDING OR ETFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 6'-0" 12109 B 8 12 tG 4 8 a 8 5 t4 12 10 0 8 6.3 5 3.5 INSTALLATION INTO EtFS WITH METAL STUDS SEE SHEET 20, 12 f0 8 75 5.5 ] - 14 12 t0 @,6 7 5.5 4 3 14 12 B 8.5 5.5 4 3 - f2 f0 9 8 B - - 14 12 10 8 8 6.5 5 .75 14 12. 10 8.5 0 S 4 - (!) TO EXiSTNC CONCRETE BLOCK:(ASTM C^90) t4 t2 0 6.5 S.5 3 - - 14 12 10 9 D 6.5 4.5 35 14 12 10 8 7 5 S.S 3 - 1/4-0 TAPCON OR TAPCON VBTH ADVANCED THREADFORN TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILOEX. 14 12 8 . 8 a - - 14 12 10 9 B . 5 4 14 12 f0 6 7.5 5.9 4 3 - 1/4"0 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS OtSFRTBUtEO BY ALL POINTS SCREW,DOLT&SPECIALTY COMPANY. 7'-0• t4 t2 t0 8 6.5 4 - - is t2 9 7S 8 45 3.5 - 14 105 7 5.5 45 3.5 - - - 1/4'0 BLUE TPF CONCRETE ANCHORS Wj CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. 14 12 10 8.5 7 4 - 14 12 10 9 75 4 - 14 12 9 7 7.5 - - - 1/4.0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS.INC.,AND DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY 1; 11 T 55 i5 - 14 12 10 9 7 55 - 14 12 9 7 45 _ COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHIORiZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. B•-0" 4 f2 f0 9 8 6.5 - - 14 12 10 9 0 - 14 f2 10 8 6.5 �5 - NOTES: 14 12 @.5 7 55 3 - 14 12 0 6.5 5,5 4 3 - 12.5 9,5 a 5 4 3 8.1)UNIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP WJ CAF ANCHORS AND TAPPER+ANCHORS IS 1 I/4'AND TAPCCN 74 t2 9.S IS 6 - t4 /2 05 0 6.5 S - - 14 12 8 6 0S 4 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. 13 9.5 CIS 3 3.5 - - - 14 12 10 0 6.5 5 - - 14 32 8 6.5 5 4 i4 42 10 4 8 - - 14 12 10 9 7.5 4.5 ._ ^ 14 12 85 7 5.5 4 - 8.2)MINIMUM EMBEDMENT OF 1/4.4 x 3/4'ALL POINTS SCUD-SEF ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK,NO 14 11.5 7.5 B 4 - 14 it 7 5,5 3 3.5 - - 11 8 53 45 3.5 - - - EMBEDMENT INTO STUCCO SHALL BE PEAMR7ED. 1/4'6-20 S.S.MACHINE SCREW USED SHALL.BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 12 0 6.5 4.5 - - t4 12 85 T 6.5 4 - 14 10.6 7 5.5 6 4.5 - - EXIST,AND i'MINIMUM FOR WALLS WITH NO STUCCO. 11.5 1"S 14 12 0 7 8 45 - - t4 11 7 55 45 35 - /6'-D' t4 t2 10 9 7.5 - - - 14 12 40 8 5.5 5 i t4 12 8 6 5 4 - - 8.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. 14 t6S 7 S 35 - - 13 8.5 63 5 4 3 - - 10 7.5 S 4 3 - - - ANCHORS SHALL BE LANG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED Off 75 5.5 - - - 14 115 B 8 5 4 - - 25 9.5 8 3 4 4 - - NOTES 1tt STA73.2)A INTO FORESS NVRTri L TIONAL ST ON'AWL SJOING OR SEE SHEET 2D. LIFS�OR WITHOUT MORAL STUDS CONSULT THIS ENGINEER t0.5 8 5 - 14 22 a 6.5 5.5 4 - - 13 10 a i 5 4 3 FOR 14 12. 10- - - - - 14 12 9 7 6 45 - - 14 10.5 7 5A 4.5 3.5 - C ANCHORS SHALL BE INSTALLED FOLLOWING ALL.OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 1 T'-0"125 - 12 9 6 45 4 3 - 9 7 4S 3.5 3 - - () 1 IO 7 - - - - 14 10.5 7 5.5 4.5 - - _ 1.5 8.6 55 45 3.75 - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 9.5 7 4.5 - - - - 14 115 U41 - - - 12 9 6 4.5 4 - 12'-0' t4 t2 f0 - - - - 14 /2 - - -- 13 t0 6.5 5 4 - - EDGE DISTANCE VERSUS�SPACWA SCHEDULE FOR ANCHORS: 11 B - - 8 6 4 •3 - - - MAXIMUM ANpNOR SPACINGS ARE VALID FOR EpGE O:STANCES eN01CAlE0 Bd.OW.F6R F..O,IFSS TH4N TtsE INpcatED.REpUCE MtSNOR SRppNG 13 B.5 - 10.5 8 5 4 - - - BY MULTIFLnhc SPACING SHOWN ON SCHCOULE BY THE FOLLOWING FACTORS. 14 103 - - 11 9.5 55 45 35REDUCED SPACING OBB4NED USING(ACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR UCH ANCHOR TYPE. - - 12 9 6"'4.5 4 _ _ FACTOR tp 75 5 4 3 - 75 55 4 3 � TAPCON WITH ADVANCED TAPPER + a 45 a - - - 95 7 5 4 _ _ _ DICEDGE TANCE TAPCON THREADFORM TECHNOLOGY ALL POINT SOUR SET BLUE TAP Wj CAP MIN.SPACING 8 6 - - - - - - 13 9.5 65 5 - - - - 105 7.5 5 4 - - - - HV BLADE OR ED MIN,SPACING 3' MIN.SPACING a 3' MRN.SPACING-3 1/2' MIN,SPACING-3' 3 3/4' 4" 14 72 - - - - - 14 10.5 7 5.5 - - - - 11 B.5 5.5 4.5 - POURED CONCRETE& POURED CONCRETE& TNUUREO CONCRETE& 14'-0' to 7S -' - - - - - e 7 45 35 - - - - 7 5 3s 3 - - - D TTAl3D C4NDtE7E 07NtT3TE BtDIX POURED LQi75lE ODNDkTE BtADt 1 t- B - - 1 t 8 SS {.5 _ _ _ _ 9 85 45 - - - V O CONCRETE BLOCK LDL FA.+3 1/2' WL EQ•2 1/2' CONCRETE jlr COtICRETE!LOCK L E.O.•S 1 MN ED•7 1 MR.E0.•3' IAN.Ell 1 MN E0..3' /2• /2• 12 -9 -6 - - - - - 95 7 45 - - - - 3' 1.0 0.80 T.0 0.78 t.O 0.84 t.O 35 10 6.5 - - - - - 105 e 5 - - - - BLADE WORKING 2 1 2• 0.81 1.0 - 0.87 1.0 p - - - - 85 65 4 - - - - - 6.5 5 3 - IN UNISON 10 - 05 8 S - - 8.5 6 4 - - - 2' - 0,7E - - 0.57 - 7 _ _ - - t15& 5,5 - - - - B NLs 4b - - - 1 3/4' - 0.91 - - - 0.43 12.5 0.5 8 - - - - 70 7S 1 1 2` 0.35 - - 0.35 16•-0" e 8 4 - - - 0 45 3 - - - - - 95 _ _JW - B 6 4 - - - - FLORIDA BUILDING CODE(Nan Nigh Velocity Hurricane Zane 47711 ••• ' A. T�/�""„ 02017 TILTECO.INC. ©2017 EASTERN METAL SUPPLY,INC. �,IC ._.__ A � � A BERTHA Y Th! o F7=FixO INCL Accordion Shutter System )� L ■ ■ ■ ■ H.Y. MADE#1 W/OR W/0 H.V.VAHM a" : ? American ShuHer Sy stems i TILUT TESTING & ENGINEERING COMPANY N.H OESCRIPUON DATE DRAWN BY: I.C. ULE d i 6355 N.W.360.St..54.305.VVIONN t14RDOt9.ROMA 3316 AssocTatlon4 Inc, I OLD 15-085 7/27/1 DATE: 07/27/17 O w 4268 Westroads Drive 2 DRAWING No 4 Pnane:(J05)871-1530.F6.:(305)071-1531 '•., Qgi�yA ,:t 417 *- N Ht"00coLAnn1 Vest Palm Beach, FL 33407 3 1 /-107 tSi�+/^•..... ^`�`;Iti' WAGER A.TILLIT J'.PE. 4 VAp , neap,,Ua d 44167 5 SHEET P.E.51 A 9 DATE 6 13 OF 20 i MAXIMUM A GIVEN MAX, SHATTER SPAN, ASb IGN NEGAnE PRESSURERERANA A CbRRESPONOINC AIOLINTIN TYPE FOR CONCRETE OR CON.RETE BLOCK INST 1 ATIONS (SEE NOONRNGS I,J.K&L ON SHEET 7) POURED CONCRETE POURED CON H DCK ANCHORS SEMI,NG LEGEND 1 WALK OVER& DI)TRENCH! I QRAJNGUARO MOUNTING (EK WALL/FLOOR MOUNRNG ©WALL/WAUt OVER MOUNTING TAPCpN OR r SPAN uO Dm TAPCGN WITH ADVANCED (N) ,DESCH KG1K t FAUNS(Fa 0.OESRAI NVA1M PMMWE PATIN3(PdiVd ESD.gLS01 NE4+SNE PRMIAE WING(pi AS.0 DEM IIEGITM FRE!%RE rL1NC 30 {0 60 75 9D t20 iS0 205 70 40 60 7S 94 t2o 160 205 30 40 60 TS 9a /2a 160 205 30 40 60 ?5 00 520 M 205 THREAdFQRM TECHNOLOGY 14 t2 td 9 tl a 6 B 12 12 12 12 1211.51" 6A 7 7 7 7 7 3, 5 5 6 5 5 s S ALL POINTS SOLID-SET 3-d" 1+ t2 10 9 8 8 8 6 t2 12 ix 12 12 12 9.5 7 7 7 7 7 7 ? 7 7 5 5 5 S 6 5 5 6 R LM 14 12 10 0 8 8 6 6 12 12 12 12 0.5 8 6 45 7 7 7 7 7 7 7 05 5 5 5 5 S 5 5 5 BLUE TAP 14 12 10 0 a a 6 6 12 12 12 12 12 t0 7.5 8 7 7 7 7 7 7 7 7 S 5 5 5 S 5 5 5 'TAPPER+ 14 12 10 9 8 B 6 0 12 12 12 12 11-5 85 05 5 7 7 7 7 7 7 5.5 4 5 5 5 5 S S S 4 4,_0, 14 12 14 0 B fl 8 8 12 t2 12 /2 12 0A 7 A 7 7 7 7 7 7 7 S S 5'6 S 5 S 6 t4 12 to 0 8 B 0 6 r2 t2 r2 0.S 8 6 45 3.S 7 7 7 7 7 7 8.5 5 S 3 5 S 5 5 5 5 14 12 1q 9 0 8 6 6 12 12 12 12 10 75 S.5 + 7 7 T 7 7 7 7 5,5 S S 6 5 5 S 5 5 t+ 12 f0 9 B 8 6 6 12 12 12 ii 9- 7 S 4 7 7 7 7 7 5S 4 3 5 5 5 5 5 5 4 3 S,-0. 14 12 10 9 8 e q 6 12 12 12 12 10 7.S SS + -r"7 7 7 T 7 7 7 S 5 5 5 5 5 5 S N 12 f0 B 8 8 6 6 12 12 9A 75 6 4,5 3A - 7 7 7 ? 7 7 S 35 5 S S 5 5 5 5 4 14 12 iq 0 8 8 6 8 i2 r2 tx 95 8 6 4.5 - 7 7 7 ? 7 7 55 4 5 s 5 5 5 5 4 * SEE ANCHOR 1{ 2 10 9 8 6 0 6 12 12 1.5 9 7.5 55 4 3 7 7 7 7 7 4.5 3.5 - 5 5 6 5 {.5 3.S - SPECiFIEETi013 t+ 42 /0 9 8 8 6 6 12 1x 1x 10 8 fi 4.5 d5 7 7 7 7 7 7 7 7 S S 5 5 5 5 5 5 ON SHEET f3 14 12 iq 8 8 8 6 6 12 12 a 6 5 4 3 7 7 7 7 7 55 4 - 5 5 5 5 5 5 4 3 t+ 12 10 0 8 8 6 6 12 12 10 8 65 s7 3.75 - 7 7 7 7 7 8 4.5 - S S 3 5 5 4.5 it 12 Iq 9 H 8 8 6 12 12 ID B 65 5 !.S - 7 7 7 6.5 S.S 4 - - 5 5 S_1=7 3 - 7,_0. 14 /2 f0 9 8 8 0 B 12 t2 i2 BS 7 5 4 ] 7 7 7 7 7 7 T 6 5 S 6 5 5 6 S 5 /4 12 10 9 8 8 6 6 12 t0 6.5 S SS 3 - - 7 7 7 7 65 S 3 - 5 5 5 S 5 5 3.5 3 14 12. ip e 8 8 6 B 12 12 OA 7 53 - 7 7 7 7 7 5 - - 5 5 3 5 S 5 4 - 0 VALID ONLY FOR UP TO +70, -75 i+ tz to 9 a s 6 - 12 12 85 7 s04 -- 7 7 7 sa 45 3 - - 5 5 s s 4.5 35 - - PSF A,S.O DESIGN PRESSURE 8,_0, I4 12 10 9 B B 6 - t2 12 OS 7S 6 - 77 7 7 7 7 4 5 5 S 5 5 5 5 6 RATING & FOR SPANS PER f4 12 10 9 9 8 0 - 12 9 e 4,5 4 - 7 7 ? 7 5S 4 - - 5 5 + ] SCHEDULE #3, SHEET 1T t4 12 Itl 9 8 8 0 - t2 11 7.5 6 5 - 7 7 7 7A 6 4-5 - 5 5 5 S 5 4.5 - 11 12 t0 9 8 8 - - 12 1.5 75 6 S ]S - - 7 7 6A S 4 - - - 5 5 5 9 4 3 - - 9,-0. t4 12 t0 9 8 a - - 12 r2 0.5 6.5 5.5 ; 3 - 7 7 7 7 7 7 6 3 5 5 5 5 5 5 5 5 14 12 10 9 8 B - 0.6 8 3 4 3.5 - - 7 7 7 6 S }.5 - - S 5 5 5 S 4 3 i+ 12 10 9 8 8 - 12 i0 6.5 5 45 7 7 7 83 55 - - 5 5 S 5 5 4 14 i2 10 0 8 6 - - 12 0S 7 65 45 3.5 - - 7 7 6.5 4S 3S - - - 5 5 5 45 - TO'-O"14 i2 f0 9 8 6 - - 12 it 45 0 5 3S - - 7 7 7 7 7 7 4.S - 5 S 6 5 5 S 5 4.5 74 12 SO 9 8 fl - 95 7 45 3S 3 - - 7 7 7 5.5 U - S 5 S S 4.S 35 - 14 12 10 9 8 8 - 12 9 6 5 4 - - - 7 7 7 6 S - - - 5 5 3 45 5 - - 14 12 10 9 8 8 - 12 05 6 S 4 3 - - 7 7 5 4 3 - - - 5 5 5 4 34 - - 11,-0"/+ 12 10 9 e 8 - 12 10 7 S.5 65 }.5 - 7 7 7 ? 7 7 3.5 - 5 S 6 5 5 5 5 4 BLADE 14 12 t0 B B 8 - 85 8.5 + 35 3 - - 7 7 6 5 4 - - 5 5 6 5 4 ] - H V 7J LAV E Q N LY 14 12 iq 9 B e - - 11 0 5.5 + - - - - 7 7 7 SS 4S - - 5 5 6 5 45 - 11 12 t0 9 8 - - 15 8.5 " 45 3.5 - - - 7 7 4,5 34 - - - - 5 5 4.5 3.5 3 - - - 12-0"14 1 itl 9 8 - - t2 95 6.5 5 + 3 - - 7 7 7 7 7 6 3 - S 5 5 5 5 5 4S 16 14 12 10 9 8 B 6 4 3 - - - - 7 7 55 IS 3.3 - - - 5 S 5 45 { 3 ti 12 10 4 8 10 7.5 5 4 - - 7 7 6 5 - - - 5 5 5 5 7__ - 14 I2 10 9 8 - O,S e 5 4 3.5 - - - 7 6.5 4.6 3.5 - 5 5 4.5 3.5 3 - ^ f4 12 10 9 a -' l.5 @.5 6-4.5 3.5 3 - 7 7 7 7 1+.5 - - 5 5 5 5 S 5 4.5 3.5 13-0"14 12 10 9 6 - 7 5.5 3 5 3 - - ] 7 5 4 3 - - S 5 S + 3 - 14 12 10 9 8 9 7 4,5 .75 - - - 7 7 5,514.5 - - - 5 5 5 4.5 4 14 12 10 9 - - - - 10 7.5 5 4 3 - - 7 8 { 3 - - - S S { - 14�-0" 14 12 10 0 - - - 10.518 SA 4 35 - - - 7 7 7 7 7 4 - 5 5 6 5 5 5 4 } i4 12 10 8 - ELS S J - - - - 7 7 6 3-5 - - 5 S 5 4 - 14 12 10 B - - i 0A OS 4 7 7 S 4 - - - - S 5 5 4 - - - t{ 12 10 - - - - 9 7 4.5 3.5 3 - - - 7 5.5 3A - - - - 5 S 3.5 3 - - - - 77 10 75 5 ; T S S 4 3 14 T2 10 - - e 4,5 3 - - 7 7 45 3 - - - 3 5 45 3.5 - - - t4 /2 t0 - - - - a 6 4 - - - - 7 7 S - - - - - 5 5 S 4 - - 14 /2 19 - - - - - 8.5 6A 4 T5 - - - 7 55 35 - - - - 5 5 35 - - - 16'-d`14 i2 10 - - - - - 95 7 4,513,513 - - - 7 7 7 7 6 } - - 5 S 5 5 5 4..5 ].9 1{ 12 10 - - - - 6 4.5 3.5 - 14 A2 10 - - - - 75 55 75 _ - FLORIDA BUILDING CODE(Hon High VE:IflCity Hurricane Zone 1111 1,�Py .•'>„4+ C2017 11LTEC4,INC. C 2017 EASTERN METAL SUPPLY,INC yxCEiv v- BERTHA H TM h` •••' c /7iLrE C O I m c, \ ■ ■ * Accordion Shutter System . '�D'T-"• > RV. eNDE#i w/tY2 w/o H.Y xsNOC'lx J31.ADE • Ir J� * TILLTT TESTING $ ENGINEERING COMPANY American Shutter Systema ev,N oESCWTION W. DRAWL BY; LC. • "^�+ '' i 4355 N.W.36U.St.,SW305,iVi90.24 G0I0045,RG-Ol 3]t6 Association, Inc. I OLD 15-085 7J27ji OxTE, Olj27jil fi �T Pho" (305)671-1530,r6.:(705)871-1531 4268 Westroads Drive z DRAWING No �+ '�<rr tT o-mo9:iBlxoa9oLc«n West Palm Beach. FL 33407 3 �//11NAL...0 It EB-4gg67,9 17-107 0 111 WAVIER X 7NLT Jr.P.E. FWMDA Ua 1 44167 5 SHEET P.E. SfC/Sir;NAfiURE/DATE a 14 OF 20 4 n MAXIMUM A.S.D. DESIGN PRESSURE RATING (D s t) AND CORRESPONDING MAXIMUM ANCHOR SPACING tea SCHEDULE FOR A OWN MAX. SHUTTER SPAN NECATiVE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING M NnSiNo TYPE. (SEE MOUNTINGS ON SHEETS 16& 17). LJ B !:-3 T �-Z- Soul N NE No. SPRUCE PINE RU PINE SOUTHERN PINE No. 2 W/ MIN. G=0,55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN. COX 2oawu MrN.C-0.55, FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN, G=0.50 W/ MIN, G=0.43 W/ MIN. G-0.36 PLYWOOD MIN .1 w/ W/ MIN. G=0.43 w MIN. C=0.36 uAxiuuu SPAN(It) WALL MOUNTINGS CEILING MOUNT T WALL MOUNT;NRGS, CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS B.O. wA4l.MOUNTINGS L1.0,WALL MOUNTINGS B.D. WALL. MOUNTINGS M, N. 0 & R FLOOR MOUNTINGS M, N, 0 & FLOOR MOUNTINGS M. N, 0 & R FLOOR MOUNTINGS W& X W& X W & X P & Q S&V S &V S&v �Nnat 1�7E turG 4'rl Da31 Nuns 1{EK1E rW1G{F6 H9011[0VR take 3d 40 60 75 90 O5 30 4O 60 75 90 05 30 40 60 75 30 40 60 75 90 05 JO 40 60 75BO 7S 90 OS 371 40 60 75 94 05 3D 40 60 75 90 d5 30 40 60 75 90 05 JO 40 6O75 94 OS •�•DR t2 t0 iD 9 8 8 6 6 6 6 6 6 t2 1d tD 9 6 8 6 6 6 6 t2 lO t0 4 8 8 fi b 6 6 b 6 6 5 4 4 4 3 i2 i2 72 t2 t2 i2 72 i2 I?4'-p' 12 70 10 9 $ 8 6 6 6 6 6 6 12 10 10 9 6 6 6 6 6 6 72 10 f0 9 8 8 6 6 6 6 6 6 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 e•_p^ 12 10 i0 9 8 13 5 6 6 6 6 S.5 12 ifl 10 9 9 a fi S 6 6 '8 5 12 10 TO 9 8 7 8 6 6 6 8 5 6 5 4 4 4 3 72 t2 12 12 72 12. 12 12 12 12 12 72 12 12 12 72 12 0. 12 10 10 9 e 6.5 6 6 6 5. 5,5 4.5 12 10 10 9 B 5 6 6 6 .5 S 4,5 12 10 10 '9 6 3_5 8 6 6 6 5 4S 6 5 4 4 3.5 - 72 12 12 12 12 12 12 12 12 12 12 12 I2 i2 12 t2 t0 8.S 7•_p• 12 id l0 9 6.5 4 b 6 6 .5 4.5 # t2 10 to 9 5 3 S 6 6 5 J.5 12 10 10 7 3.5 - 6 6 6 5 4 3.5 6 5 4 4 - 12 12 12 12 12 12 12 12 12 12 12 10. 12 12 12 0.5 8.5 7.5 B"-0• 12 10 10 7.5 4.5 3 6 6 6 5 4 3.5 12 10 10 6 3.5 - 6 6 5 .5 3.5 3 12 10 10 4 - 6 6 5 .5 3,5 3 6 5 4 - 12 12 12 12 12 12 12 12 12 12 11 9.5 12 12 1.5 s 7.5 6.5 9--0^ 12 70 10 5 3.5 6 5 5,5 4.5 3.5 3 12110 9 4 - 6 6 4.5 4 3 3 12 10 4 3 - - 6 6 4.5 4 3 3 6 5 3.5- - 12 12 12 12 12 70. 12 12 12 1 e 9.5 8.5 12 12 TO 8 6.5 5.5 10•-0" 12 10 7.5 4 - - 6 6 5 4 3 - 12 10 6 3 - 6 6 4 .5 3 - 12 10 3 - - - 6 6 4. .5 3 - 6 5 - 12 12 12 12 7.5 9.5 12 12 12 IO a.5 7.5 12 12 9 7 6 5 6 4.5- - - 12 10 4,5- - 6 5.5 3.5- - - 12 10 - - - S 5.5 4 - - - 6 5 - - - - 12 12 12 12 10 9.5 12 12 12 9.5 6 7 12 12 8 6.5 5.5 4.5 Al2'-Oa IO 3.5- - - 6 5 3.5- - - 12 10 - - - 6 5 3.5- - - 6 5 - - 12 1.5 9.5 a 12 12 11 B.5 7 6 12 7.5 7.56 5 #i0 - fi 6 - - 12 10 - - - b 4.5 - - - 12 7.5 - - 6 4.5 - - - - 6 4.5 - - - d- 11212 72 0. 8.5 7.512 "Ti0a6.5 55 12 0.5 7 .5 4.5 4 10 - 6 5.5 - - - 12 7 - - 5.5 4.5 - - - - 12 7 - - 5.5 4.5 - - - - 6 J - 12 9.5 $ 6, 18 72 9.5 7.5 6 4.5 12 9.5 8.5 5 4 3 - fi - - - 72 - - - 5 - - - - - 72 - - - 5 - - 6 - - - tt 9 7,_5 5 T2 12 8.5 T B 4 12 9 6 5 4- - b -112 - - - 5 - - - I I. - - - - - 5 - - - - 6 - - - 10. $.5 6.5 4 12 12 8 6.5 5 J 11.58.5 5.5 4.5 3.5 - HV BLADE 0R (D HV BLADE W/ h�A HV WiNDOW BLADE WORKING IN UNISON* -�. •StT.uu,});nnovs OF v5E rOq Dun. ON SMEET 14 + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL,FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWSt 3.SUBSTRATE SHALL OONST5T OF THE FOLLOWING: -SOUTHERN POKE Nn,2 W/G-OSS(140.5) -1/4.0 TAPCON ANCHORS,AS UAHtJfAOURED BY I.T.W.BUILOEX W/MINDIUM ELK MMENT AS INDICATED AT -DOUGLAS FIR W/O"0.50(N.D.SJ EACH SECTION ON SHEETS 16 h 17. -SPRUCE PINE FIR NORTH W/C-0.43(11,M)EXCEPTIO:SEE NOTE 2 BELOW. -SPRUCE PINE FUR SOUTH W/6-0.36(140.5.) 2.ANCHORS TO HOLLOW CEIMNG SLiALL BE AS PER MOUNTING TYPE U.StiEE7 17 AND SHALL CONSIST OF -MIN. 1/2•COX PLYWOOD(1986 APA) LAG,SCIIEWS A9 PER HOS 2015 SPECIFICATIONS. 4.ANCHORS ��INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE MCNOFes rArrna�.A.�'�o UL FLOROA BUILDING CODE Hon High Velocity Hurricane Zone 11101. �"•4 02017 TTLTECO,INC. 0 2017 EASTERN METAL SUPPLY,INC, BERTHA HVTm c �'� Accordion Shutter System IIL.IE C O INC. ■ ■A S Si■,� 7}� N H.Y. BLADE#/ WJ OR Wj{}H,V.NANDCXN BLADE TILLIT TESTING & ENGINEERING COMPANY American SflLltt6Tr $y$tDmS CV.N DESCRIPTION GATE DRAM!BY: LC. ?J� Association, Inc. T OLD T5-oa5 /27/1, CAM 07/27/17 ; Y 6355 N.W.1607.SL„$A,..'05•MKINNN 0WOM,FLGROA 1316 ". ......... y� Phm,:(305)871-1530.F4+:(305)871-1531 4268 Weslroods Drive 2 DRAWING No -,^ss"• ,. Aty� o-m� tat".41o9 tom West Polm Beach, FL 33407 3 17-107 WALTER A.TILLff 4,P.E. 4 4 AGROX Lk.It 44167 5 SHEET P.E. SOF 20 E/jCj3irtdA1`t1RE/DATE 14 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (D HV & 9 HV* BLADES AS APPLICABLE MAX. SHUTTER $PAN L+ OR L— FOR INSTALLA IlONS INTO OOD WITH HV BLADE(1) ONLY SHALL WALL nNish BE LIMITED TO 105.0 120, A.S.D. DESIGN PRESSURE RATING, SEE SEE I 19 FOR MAX SpAhl & I A.$.D. DESIGN RRESSURE RATIN9 FOR INSTALLATION WITH BLADE Q) WORKING IN UNISON TAPCON OR 18RZWITH ADVANCED 1/4-0 TAPCON OR OPUT TECHNOLOGY TAPCON WITH ADVANCED THRMFORM TECHNOLOGY PENETRATION Yl/ 1 1/2*M;o,PENETRATION Or THREADED AREA TO EXISTING T .1 T'HR9EIM7AR'EA TO EXJST1140 WOOD HEADER. WOOD HEADER.(SEE SCHEDULE ON SHEET 15) 1 _(D OR lw (SEE SCHEDULE Oft SHEET 15) 'f 1/4"a-200/4'B.S.IJACH114E SCREWS W/ 1/4--20 NUTS 1t FOR BLADE MAID— ON SHEET 19 FOR I 0 12*O,C. Mi., EXISTING I GLADES a) �x VM 0 CLASS---t OR I T7 J ,k i PTIONAL if Z 7 _WALL. PINIS 16AA OR ♦ EXISTING MIN. �2.4 11.. HEADER REOUIRED H 21*4.WOOD -0 TAPCON OR TIPCO14 WITH ADVANCED 1 4 1 OR THIREADFORM TECHNOLOGY I EAGER REQUIRED TTN w/ 1 1/2" EXISTING I WL SEPARATION AGO.PENETRATION OF THREADED AREA TO GLASS---I TO CLASS(SEE EXISTING MR _(g. SEPARATION TO CLASS DUSTING WOOD HEADER. MR BLOINES01W.— SCHEDULE ON SHEET 11 (SEE SCHEDULE 014 SHEET 15) ON;MEET 19 FOR GLASS--I 2.4'CONT. SILL 'aADEs(D&a I PLATE nEO'Ol �HV WALL HEADER INSTALLATI914 @HV WALL SILL INSTAL ION OM HV WALL HEADER INSTALLATION _T MIN. SEPARATION TO*GLASS MIN.SEPARATION TO CLASS EXISTING , i I (SEE SCHEDULE ON SHEET it)— GLASS—, MIN SEPARAMON TO GLASS LASS''' SCHEDULE ON SHEET It)- 2' 10- (SEE'SCHEDULE 09 SHEET 11) Wo '�4 S.S. Sr RE S.S. MACHINE USING 11/4_20.NUTS 1/4'0-20x3/4- MACHINE SCREWS.W/ 0 12'D.C. 1/4--20 NUTS 0 12- FINISH WALL D.C. OR @ OR L------j I 7f OR@ 0 1 OR I OR C! 2*.4-COPJI/' i L, LEO I WOOD PLATE J�7— REOD. I Min. 1/4'0 TAPCON OR TAPCON WITH ADVANCED OR(q THREADFORM TECHNOLOGY W/ 1 1/2' 5. 1Q�t , I Nin.PENETRATION OF THREADED AREA To 1/4-0 TAPCON OR TAPCON WITH ADVANCE00MST NG WOOD HEADER. 1/4-0 TAPCON OR SCHEDULE ON SHEET 15) (SEE THREAOFORM TECHNOLOGY W/ 1/2 1 TAPCON WITH ADVANCED )-SEE SHEET 4 FOR TYPICAL I LL M;M.PENETRATION OF THREADED AREA INTO PLYWOOD �STINO THREADFORM TECHNOLOGY SHUTTER ASSEMBLY. WALL FINISH �l 4 p 1/2�MI". -D (SEE SCITFOULE ON SHEET 15) EXISTING MIN 2'.,4" RE YO. W/E%/2�)W*..P USTRATIO"OF 2-MOUNTJ 0 SECTIONS CAN BE ED Lt/2*LUM COX PLYWOOD REDID. STUDS 0 16 O.C.Nu LYWOOD WALL FINISNF-�THR AREA a to PLYWOOD COMM." IN ANY WAY TO IN VHV WALL SILL INSTALLATION RMIX PLYMWOOD To (SEE SCHEDULE ON SHEET 15) SUIT ANY INSTALLATION, MIN.2.4"STUDS 0 HV D.C.MAX, REO'O- ATTACHED TO STUDS IN PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH SECTION 2308 OF THE S f5ATIONS OF U W3,14 2308 OF THE UO HY WALL SILL IN TALWIDN BEE U TA ON S OF Hy F.B.C. I LADE MEET(bt FLORIDA BUILD CODE(Non High Velocity Hurricane Zone' A. 02017 TILTECO,INC, 9)2017 EASTERN METAL SUPPLY,INC, .......... BERTHA HVTMI Accordion Shutter System nlL E C 0 imc. A.S.S.A. KV.WX#1 W/OR W/O RV.k4thDptJ MADE TILUT TESTING & ENGINEERING COMPANY American Shutter Systems IEV.H, DESCRIPTION DATE OUNN BY. LC. (Ins aw.mm.St..$1.30.MRc"A CARGUM Association, Inc. OLD 15-085 DATE, 07/27/17 0 PICROA Z316t I 4268 Westroods Drive 2 Ph— (305)071-1530.Fax:(305)871-1$31 DRAWING No .-n,wlz West Palm Beach, FL 33407 —3 EB-0006719...... WALTER A.Wo 4 17-107 "LLIT ill PIE. IMORCA Lt.1 44,67 5 SHEET P. 6 Of 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (1 & I& HV* BLADES (AS APPLICABLE} MAX. SHUTTER SPAN L+ OR L- FOR INSIALLATIONS INTO WOOD WITH HV BEADEnj ONLY WALL FINISHSHALL BE LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE BATING, SEES 19 FOR MAX' SPAN & DESIGN LOAD FOR INSTALLATION W1 H BLADEQ) 4A) WORKING IN UNISON 1�4*0 TAKON Oil - ExiSTINO F-EQ ED —2-Ulm. T'CON WITH ADVANCED 4 XS* WOOD /�EDGIE (IF APPLICABLE) THREADIFORM TECHNOLOGY ,B1011MIRED Min.PENETRATION STRUCTURAL'DE. Gj W,/�.,Ri Q*il)AREA TO .4*0;S20.3/4-SS. OF CASTIN43 WOOD EAM EXISTING ". TRUSS HUD TO VE CERTI EXI NG 'COD HEADER. I y -wrIl SCREWS RECASTERE E.04YER OR ED (SEE SCHEDULE ON SHEET 15) .-/Hie-'�--20 Nuts ARCHITECTOPRIOR TO TRUSSES OR ED- 0 12O.C. SHUTTER INSTALLATION. A14FTER 0 24" 19 F D.C.REQUIRED TAPCON OR fi -9 VA�CON WITH ADVANCEDz. EXISTING SOFFIT 31e Mo..IHK. Q MID CONT,ALU TUBE TECHNOLOGY Min.PENETRATION 257' THR w W/n/�fM -------- OF THREADED AREA TO E0 -ED ED-, EXISTING WOOD HEADER. 5_7y (6063-6 ALLOY)W1 D.C. OPTION& DI or @ or @ C5 (SEE SCHEDULE ON SHEET If.) 9)/16'0 LAO SCREWS TO 3 or H RAFTER OR TRUSS. @ @ LOCATE LAG SCREWS AT or Ah MIDWIDTH OF EXISTING WOOD EXISTING MIN 2.4" MEMBER,(2-Nth NOMINAL or EXISTING-4 HEADER REVOUN,SEPARATION TO GLASS OPEN ROLE AT EACH 21 Min, GLASS I EXISTING I STUD TO ACCEPT p"Amd"U'HO, ED (SEE SCHEDULE ON SHEET 11) 1 5/16"0 LAG SCREW AREA.VALID FOR CLASS—, AT CENTER OF TUBE. INSTALLATIONS WITH 72p6 U`4 SEPARaw I MO.A.S.O.DESIGN LOAD ANO M-MAW(SM EXIS DIM S I UNI WAROW 0'-G*IAAX,SPAN,THIS HV WALL HEADER INSTALLATION 54NIMIAL*4 9W INSTALLATION IS ONLY VAUD II tOR FOR WOOD W/MIN.SPECIFIC w Q OR(W -1 1,Ton&-ApE 0" GRAVITY Of 0.'AS DOUGLAS 1 0;91CIT 19 FM aAOGg RJ @. FIR OR SOUTHERN PINE No.I A SHUTTER ASSMBLY a OR EQUAL ,-SEE SHEET 4 FOR TYPIC i. OOR 2-UGUMNG SECTIONS CAN U COMtED T BY CEILING INSTALLATIO OU H� CEILING I - I LATION IN ANY WAY TO SUIT ANY INST-ALLA710U. UK SwmAlm I OR(R* r-- N. MIN,SEPARATION 10 GLASS .=S.1(19Mw I SEPARATION EE SCHEDULE ON SHEET It)— EXISTING, 11 ICA 9-CEMAIC TO CLASS �I GLASS ON%W 199 (SEE 0.0=0& �(SEE SCHEDULE EXISTINZ_� 1014 SHEET 11) ALTERNATE_ LA.NC1T11,1.AN EXISTING 1 7 $1 #10414'HEX GLASS—, 2'.6"MIN, WOOL U- SCREWS 0 12*ox NO FIN 3/b c H DECK REQUIRED .6" WOOD IL (�)- WAS ER HEAD LEK W-D r ISH ""N "" -k 13 DECK REOVR6 (110 FINISH ALLOWED) En -EDGE ALL ED) a DECK 2. OF INN ED EDGE OF DECK i ED- J IF APPLICABLE EQ. DECK IF APPLICABLE 1/4'P-2 x3/4'S,S. APPLICABLE OR M. PHILLIPSTRUSSHEAD '0 TAPCOH OR TAPCON WITH A i T ADVANCED MACHINE SCREWS 1/4 ED TH EADFORM TECHNOLOGY I THRMFORM 1/2'Min, 2'MIN--j 4�20 Nuts -0 TAPCON OR TAPCON WITH ADVANCED THREADFORM.- MI&— PENETRATION OF THREADED t.L i 1/4 TECHNOLOGY W/ I k SILL P�,E I W/ 1 1/2'Mia PENETRATION 0 0.r- OF THFEADED AREA 10 TECHNOLOGY W/ I I/Z'Min,PENETRAT4U OF THREADED AREA TO EXISTING WOOD HEADER.(SEE AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEL EXIST NO WOOD WADER. SCHEDULE ON SHEET 15) ING (SEE SCHEDULE ON SHEET 15) SIX Ulm VSE FOR HV WALK-OVER INSTALLATION R�ww 82, 'I I OWHV FLOOR INSTALLATION High Velocity Hurricane Zone: MON FLORIDA BUILDI CODE(Ron 02017 TILTVCO.INC, 020t7 EASTERN METAL SUPPLY,INC. REATHA Ww ADVANCED Accordion Shutter System /TilUEE 0 RV.BIADE#1 W/OR WIG KV. WINWIN RADE gim,.\ AwSwSwA American Shutter Systems I�EVW DES"MrIM DATE ORAWH BY. LC. TIWT TESTING & ENGINEERING COMPANY 6355 N.W.HIM,Sl,,St..W5,MACTICA G-ADVIS,nOWA 33%6( Association, Inc. I Do 15-065 07/Z7/11 IMIC 057/27/iI7 Pno..:(306)971-1530,Fax%(3D5)871-T$3I 4268 Viestroads Drive 2 -DRAY No West Palm Beach, FL 33407 3 �W 10 EB-00067ig UUT Jr.PE. 4 — 17-1 .TONAL i0l- WALTER A,1] 07 SHEET FLORIDA Lii-1 44167 5 n P.E. SEA�/§b�Xi6flIE/DATE 7 OF 20 END INSTALLATIONS HV BLADE OR WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS 2'as•YIN.x'000 STIIOS REO'P. Yas•Y+Y. 2•ss•Yui. S1UOS RrA'o,0. WOOD STUDS. X.TR'fAN + (AS*PPUCAKQ �� !; /�PW*10 �xx 9 1 ' _ I � ; wow soros /J J� Ws+�Pucfsu) roagl i1V/ 1/�i'P�n�TiYow � J( � •'"1 �1 J 7. t ro E%YSTWO CUSS )- PLTYYOw R N0 Doss' ^.- rE%15TwL cuss { j i t'x>nxtn cuss \la' I 1/2"Inv.cox / X rLL....-- --5 r"'{jj(0 11 _ YN, F)ROION Pl,YapW. I swmoz. LI f7•fav,00% TO OJ:.S(Sl£ 4121 T.ON IAY."hPFR.APII :OkVI%C Qi {'ET .may PLYW000. 1/i6�• it �2.agoo TO MSS DI Ij2•µYL o" W O.Ais{'1F a 44 ,V ifb)a !Vrt'3I Ija• (f/LES IDb sOFLlC Ox 9t1T fihT O. .11 FW AD fi N 1,51 It fOR BXC DND If2 ""-� II fOp H.h•C Ip NQ OI SIM IS fQ1 'f-- at'm 19 Ml fSI01smA Jf/12.11wL PLATE(LOCAM 1/2• FlN�t t ' r"bC+'V a�Yg ' ^,�, n+aES INtrTU1t AT CiMERA YUF ) � 0 UFT t'd i•Y.W. IPat/7"SY.S ���—.,.✓' �Ait41VtAE)•2 ii A'-i• Ot8 4G tl0aij2.51+5. tj ui7YNJY LLP OO. C• ftt.46-ta Y,Ip0.0 Ys 10 _- 4 w1 Y St)/1051/(' ( / r{ n WL aY�4 tE YTO i`.d-r}-' + Sit OLTA% ( OR q:� i nr�aw si¢5 svE OTO TWKnS ' �cETA1%fOft Vwl 1 OR��« 711 1RaCNs SaoflAi%fOq J7 {'fit 6 rG•O-v-+t6.6- SCE TO IRaLItS CavNEcnoN 4 Q-S'.J'.LY`tY- �SY •r'Uj.�+fY.�. Ii� «fl.�j• .{w tJ C)G 0- 4�•£�-�•�a-U•4�,• (s3'G�'�'fl'C73•t�- f3.�y«�w�.�.fr,. �•fs-�•�-�•C�- O"�s-C2 �a.�.6-.0-4. O fs- C4-�•� O La_d�.g �. , &O-0-a-9.6 6 END CONNECTION D AiL9 END CONNECTION AIL(7) END CONNECTION DETAIL G END CONNECTION DETAIL E'JisONc •PEOORfO ONLY TOR sml O TER THAM Ir-W r-a.fss SNOS t2O tjs'4 tA?CGa aNCttOR3 ij!'k NSSnN jit2.til2•S.Y.S. vj t ifi•tR, ,ay t 112*Inv. Ofb iG L %E%iS1inC Cl.lSs-1 FQ+EIM11021 O Ii•O.G PO�ETR4ilUF O 12.O.G Yta 1 r Inti Som w �oo d f SEE LIMITATIONS OF USE FOR IYL UPAIMM 0 4 13LAOE aA ON SHEET 19 QA3$ ro la SOImLIE'Q1 9Q7' � '\a4tLA r'"{� i. FciLAS+D t iy}/. ....- .•.___- ._J REA OUA=Mkf 108 — - " _ h'.+...Jj }OR fji4 tt�cut y -�r�•a•8ar1�•{$«+. ..'�TtHI I1t0Yi i as'µ1t1 N000 TtY1 J yw{:7•r a('�'(}T.•O'£v4•' - � ORtiJ`cRt. VIEW -f-6-EJ E3- snQs Rao. PNs ' .6 1 r . ELAN Oru,`3. .f3r@. .py.0 O is- E1- RETAIL X END CONNECTION DETAIEND CONNECTION DETAIL 12 FLORIDA BUILD]NC CODE(Non High Vetocity Hurricane Zone` t{1{ 4�r ���:.• 02017 TILTECO•INC. 02017 EASTERN METAL SUPPLY,INC. ``` .•'�tCENSF., f. BERTHA HVTM VrEc ,A,, S,,, 1`, , Accordion Shutter System (T ' AItv a.ADE#1 WJ DR W/O Itv YltNWY BLADE • ��]/ ,✓� TILLIi TESTING & ENGINEERING COMPANY American Shufter Systems EV.N OESCRIPMO OATS DRAW)BY. LC. �C}•:, �t' 0555 tiw.s6w.sc,sca.sss,xRenae cArtPEus,nit.ss+b Associatfan, Inc. 7 OLD 15-085 7lxTft 1µ1E: 07J27ji7 Pht :(305)871-1S3o.rua 1(305)071-1631 4268 Westroads 4PrAve 2 DRAWING No _ o-mck,l0teaoGaot.nm West Polm Beach, FL 33407 3 -`1QNAL ENS' ' Ee-P� ' 17-107 WALTER A.T112JT Jr.P.E. P.E. SEnL/SIGNATURE/DATE ftOROA UC.d 44107 s SHEET s 1 IS Or 20 F r is •GENERAL. LIMILONS AND COMMONS CE USE F06�6 WORKWO INT T.VAX.A.S.D.DESIGN PRESSURE RATING:+110,- 110 Fa.L IT r 2.kW.SHUTTER SPAN:96' 3.ALLOWED MOUNTINGS:A.D.G&H Ott SHEETS 6,7:AS WELL AS MOUNBNGS M.0,T,U&W ON(SHEETS 16&17. r— �0R}S (jam L�jCEENOTFAAI TESYMJEETHEElS.B OR OTH OPAO 410I.R.N CASE OF OPP@NC wa N h^�al) C: OGYOUT,W)41USf BE ItICLUOED ONLY AT EXTERIOR ACCESS S10E OF CENtERNA E. END • • I r +• F F F 5.(A)1N WINDOW BLADE @ SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS Typ.Ek l a I,-I ,T� j� (3'6 HOLES)FOR f04 PEJR kAOE AT SPACINGS SHOWN ON SHEET 4. /� MAX.5 WINDOWS y t r r • • ('T t' t+ (.') Or ANY MIN'CLEARANCE3'0 HOLE FOR t�,,,Js swu BE BOTTOMM TOP OR I l.. EDGE OF tSY WINDOW B1hOE ty ALLOWED AT HV�;1 ,n 1y'( u WINDOW BLADE QB ¢ ' ' (C)FIRST OR LW BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HY �S+ WINDOW BLADE q '01 /';t iF r r •♦ F+ (0)W WINDOW(RADE 'MUST BE USED ALTERNATE TO A SCUD ITV BLADE(D g THROUGHOUT SHUTTER'S MOTH. ?'J` r • • • ♦ , r + (E) MATES SHA.L ALWAYS BE INSTALLED ADJACENT TO A SOLL0 W 'a y, •� + 1, ! BIACE 1 AT EIMER SIDE OF THEM. 8 A 31r �IL.GGG SEE END ) T7, g (F)POLYCARBONATE HV WINDOW 9 SHALL BE INSTALLED SO T1jAT TABS FACE CONNECTION • r ♦ • s ♦ THE NTERLOR OF THE OPENING SONG PROTECTED,HY WNDOW tit ji MUST 8E DETAILS ON SMELTS " s ++ INC. NSTAU.ED AND LOCKED USING A HV SETTING TOOL PftpVIOLU 8Y A5SA, to& 18 TYP. 8 FULL HEICNT. 8N 6.SEE ANCHOR SPACING SCHEDULE FOR INSTAUADONS INTO WOOD FRAUD EWWNGS ON SHEET 15•AS LIMREO 8Y SPAN AND DESIGN LOAD(SEE NOTES 6 P i &2 ABOVE). C �^ 7,SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED N "'$ CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12& 13 AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES 1 &2 ABOVE). 0.NOOMUM SEPARATION TO GLASS SCHEDULE,PER ASIM E-1995. (SEE PLAN FOR REQUIREMENTS) A A D H WIND TOP&BOTTOM yr i 7t yy'V DR $ 7 NO ZONE MINIMUM SEPARATION TO C1A55 --;.NUMBED WIDTH SEP 1 THRU 3 1' ELEVATION IAtL X ON SHE TO aAss ' EXISTING G `�' SEE..C14Ds ON SHEET 71 FEFI&ACE 1n 4 6.25' Cxt 7}aS SIM FCR tM,DLkS QD&01, - -NIT 11 to, TYP. SYIAM - CENIERUATES d,r tYf 2 DR AHO W/O S iCSL�NOTE 4 ABOVE) -... PLAN TYPICAL M HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE (1A SHUTTER* ----f� 10... p.A _•' FI.QftQA BUILDING CODE(Non Nigh Velocity Hurricane Zone tiEA11 +. `.'E SF.,•J�`•, 02017 OLTECO.INC. X2017 EASTERN METAL SUPPLY,INC. A■ ■ ■A■ BERTHA i�VTM - H.V.bAetEcord�OR nw WINDW RADE 777m 711L1T TESTING k ENGINEERING COMPANY American Shutter Systems .N DESCRIPTIONDATC DRAWN BY: LG • $i' Association, Inc. I Mb T5-085 7/27/1 CAM 07/27/17 �' P •• <V 8353 N.W.}SHA.5L.610.383,t7R^.CttA GARDaiS.FIDRIOA 3316 Phan:(305)871-1530.Fa":(305)871-1331 4268 Pfastroads Drive 2 DRAWING No ,,'' Q-3:LTmcoo-l— West Patin Beach, FL 33407 3 +• VS�� A��,t`V' ED-OOD6719 '^. +++,,•'� WALTER A ROUT Jr.P,E. A 17-107 P.E. SEALjSIGNATUREjDATE �`RM Lac t 4<1e7 s "19 OF 20 I 6,11/2•x0,035-THICK INSTALLATIONS W� t1 HV BLADE & HV CENTERMATES �1 -�2.ODO'Mox.�- Mtn,ASRA A-651 GRADE 4D M:n. VARIES ` o MIT. STEEL 2-Max. INTO METAL STUD WALLS METAL StU sTuoS AT AT 16•o:G. W dab y . o pA --------- s o.c, as 4� 3 1,/4"m AMINAL y 0 0 �' � •- w GENERAL LIMITATIONS AND CONDITIONS OF USE ALUMINUM SLEEVE FOR1 3p-.6 y4-.0.035•THICK MITI., a 43 (f f BLADE BERTHA(1)HV 6063-T5 ALLOY 43a 1, 1 SYSTEM INSTALLATION TO METAL STUD WALLS CONT. -65 STEAL TRACK CI,G6MO i 12 6'p.C. 6 e'q.C. A51M h-653 GRADE 40 d;A,C-60 1 +r SEPARATION TO GLASS SCHEDULE 3•MINI. OAWANRED FASTENED TO STUDS I " i' r•�-t Mox. I//(2)IG.1/2•TEK SCREWS ON I Ex15TTtNG FINISH #g i. MAX. AS.D. DESIGN PRESSURE RATING-. +75, - 75 (psf) I11T[RIOR&EXTERIOR FACE I AS APPLICABLE 1 2, MAX. SHUTTER SPAN: 84" WIND ZONE MINIMUM 43c SEPARATION LENGTH + I" EXISTING GLASS i MIN.SEPARATION 3, ALLOWED MOUNTING: MS ON THIS SHEET. ASTM E-1996 TO GLASS 43 1 TO GLASS A"0-•20X3" BOLT (SEE SCHEDULE) 4 z 1 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED 1 TMRU 3 T MUST PENETRATE 3c 1" CTS•) WITH 21 ARRANGED A METRICAL LAYOUT. ' 1 I , USE 0 (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE 4 4" 1 3/4-x 6 1/4•.x035'THICK M' EXISTING FINISH T INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF f...373' OM.DALV.STEEL TRACK CHANNtl,, AS APPUCI5LE CENTERMATE.A-653 GRADE 40 Min.G-6O ,IZED FASTENED TO SlueW/(2)16.1/2"TEN SCREWS Oil 43C 43aT---NTER10R A WER10R FACE I O 6-O.C. 0 6'D.C. /4-0-20 THREADS .;4 I BLADE SLACK DETAIL HVF IS ALSO VALID FOR 43 114"0 ECC�CO} UCTION 'g ___ _' 1/2- 12 3 CENTERMATE 21 APPLICATION WITH BLADE in PRODUCTS FAB-LOK HQ o ---y- 4 3b •6•x 11/2•x 0,035-THICK w ; ; �. COMPONENTS M:m ASTM A-653 GRADE 30 ::.,2'•�Etbk, 6 O.C. MIR.G-60 GALV.STEEL WALL HEADERjSILL INSTALLATION _ METAL STUDS AT l6'O.C. Min. -ILL'-2 EXISTING FINISH AS APPLICABLE SCALE: 3/8"- i` --- - ` (TYP.TOP&BOTTOM) ""YA �' VA - t VA t — '•— —'—— ——- —— —`— —.'.'—_' — ——1——._Y 1 3/4'.6 1/4•x 0.035'THICK Min. AL — ZEXISTINC G1A55 _ — — - fAOP'T.GALV.STEEL TRACK CHANNEL •• -".. :•:•':•. 11( A-653 GRADE i iSYMMETRYCA� i ;i I SYMMETFtYCAL l .! I ,* I Y 2 18 2"TEK40SCURlEm 0-60 W MVAN= gS STUDS aNSEPARATION VARIES To css z'43b 43C i I INTERIOR h EXTERIOR FACE ,CENTERMATES WCENTERMATES WI N --- ------ -- (SEE SCHEDULE) MOx,EXTERIOR ACCESS INTERIOR ACCESS SIDE SIDE ----------------- ----–---- - ---— ------- I r ------ -– --------------3 -( } _--- --- ----_ __- -- - ---------- 6. -------------------- — IN 6"Min. 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I OLD 15-OBS 7)2741 OA1E: 67/27/17 �� PAcne:(x05)871-1530.Fox;(305)871-1531 4268 Westroods Drive x QI3�d 4Aw x-m:I,tIt-0-I.0 m West Palm Beach, FL 33407 3 DRAWING Na f'. «........A•�, ,Pi QED-0006710 4 17-107 ri.q WALTER A TI.LR Jr.P.E. P.E. StTE'DATE vollm,U.144167 5 SHEET 6 20 OF 20 v Gip