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HomeMy WebLinkAboutProduct Approval M ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: Permit Number: b Building Permit Application Planning and Development Services Building and Code Regulation Division 2300 Virginia Avenue,Fort Pierce FL 94982 Phone:(772)462-1553 Fax: (772)462-1578 Commercial Residential_ ,PERMIT APPLICATION FOR: Shutter PROPO5ED'IIVIPROVEMEIVT LICATICNy {, > "V Address: 13325 NW Maplewood Rd,Palm City,FL 34990 Legal Description:HARBOUR RIDGE-PLAT 13-BUTTONBUSH VILLAG i PropertyTax ID#:4426-815-0039-000-4 Lot No. Site Plan Name: Block No. Project Name:Terence Bischoff (Setbacks Front Back: Right Slde: Left Side: DETAILED DESCRIPTION OF VI�ORK �? t µ �.tz Hurricane Shutters.8 Accordion Shutters. i ,v $ r Cb�ISTRUCT�QN INFORMATION s} N4 Additional work toe r orme a—r un - is permit-checka appy: HVAC Gas Tank ❑Gas Piping Shutters ❑Windows/Doors 11Electric0 Plumbing Sprinklers DGenerator Roof Total Sq.Ft of Construction: S .Ft.of First Floor: Cost of Construction:$ 2400 Utilities: Sewer Septic Building Height: 4111(�V�R/LESSEE A k � > r �G CONTRACTOR <,�,. ,a� ;_ saz � tTu �'':..��„ 5;- S�st � z r � � � " _"��� ?�'r�:`ty.r1✓ � -'�'r,i��e�., ,Name Terence Bischoff Name:Mike Zanetti :Address: 5AMt Company:Mastercare Shutter Corp. i ;City: State:_ Address:12980 South East Suzanne Drive Zip Code: Fax: City:Hobe Sound State:FL 'Phone No. Zip Code: 33455 Fax:(772)545-3297 E-Mail: Phone No. (772)545-3300 'Fill in fee simple Title Holder on next page(if different E-Mail:- ire Q from the Owner listed above) State or County License: If value of construction is$2500 or more,a RECORDED Notice of Commencement is required. SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION. qy., . DESIGNER/ENGINEER: _Not Applicable MORTGAGE COMPANY: _Not Applicable Name: Name: Address: Address: City: State: City: State: Zip: Phone: Zip: Phone: FEE SIMPLE TITLE HOLDER: _Not Applicable BONDING COMPANY: _Not Applicable Name: Name: Address: Address: City: City: Zip: Phone: Zip: Phone: I certifythat no work or installation has commenced prior to the issuance of a permit. St.Lucie County makes no representation that is grantingapermit will authorizethe permit holderto build the subject structure which is in conflict with anX,applicable Home Owners Association rules,bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects,perform the work in accordance with the approved plans,the Florida Building Codes and St.Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review:room additions, accessory structures,swimming pools,fences,walls,signs,screen rooms and accessory uses to another non-residential use WARNING TO OWNER:Your failure to Record a Notice of Commencement may result in your paying twice for improvements to your property.A Notice of Commencement must be recorded and posted on the jobsite before the first inspection. If you intend to obtain financing,cons nder or an attorney before cownevehiR wor recordi our Notice of Commence1 Signa ure of O ner/Ag t/Less a Signature of Con tr ctor ice ns Holder STATE OF FLORI A STATE OF FLORI A ;COUNTY OF �GLQ(I'Y� ry COUNTY OF The f��$g�in�g instru nt was ackno^wl�dged before me The f oing instr m t was acknowledged before me this Jvday of I✓ �. I,�S -2,9 �—by this�day of inel % ,Eby c {Name of on ck ledging} {Name of r n ac wledSing} ignature qKotary Public-State of Florida) Ognat a of Notary Public-St to afflorlda} Personally Known Q Personally Known 1 io Type of Identification Pr ups " MITCH BOCOOK Type of Identification rpt""""' MITCUOMav Notary Public- tateo Ronda * Notary Public-State of Florida .a�* • ion#GG 015422 , = commis 15422 Commission No. es M �Fxpires�uizs,zozo Commission No. :a °F�° My Comm.MITI of Bonded through National Notary Assn. Bonded through Nadcnil Notary Assn, Revised 07/15/2014 REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE COMPLETE INITIALS MAXIMUM ANCHOR' SPACING (in) SCHEDULE FOR A GIVEN MAX SHUTTER SPAN A 5 D DESIGN NEGAME PRESSURE RATING AND A CO RESPONDING MOUNTING TYPE FOR CONCRErE OR CONCRETE BLOCK INSTALLATIONS I (SEE uOUMINGS I,J.K @ L ON SHEET 7) POURED CONCRETE POUREDD CONCRETE CONCRETE BLOCK ANCHORS SPACING LEGEND 1 WALK OVER& I(1)TRENCH ORgINGUARD MOUNTING (E WALL/FLOOR MOUNTING ©WALL/WALK OVER MOUNTING wxtNuu .htO,UttAN. �. ..... - TAPCON OR SPAN0 OEM REGAT_.-.._ ._.._.__�...._...,._ ._...._._.... �._._.....«__._._._....e_»-_._ OE AS PAES911R'MTOF{p� D.0=1 RECLTNE PRS-RA19,'C W ASD.DE"KELQM PiWXRE PAING(ps AS.O.OEsm REGhiBi PRE5519K PAV:G("I c TAPCON YlITH ADVANCED 30 40 60 75 90 120 160 205 30 1 40 6OT751 90 T20 160 205 60 205 THREADFORM TECHNOLOGY 14 12 10 9 8 e 1 6 16 12 j ig 12 12 12 1.5 8.5 65 7 7 7 7 7 7 7 S.5 5 5 5 5 5 5 5 5 ALL POINTS SOLID-SEI' 14 T2 10 9 A 8 6 8 12 12 17 12 12 12 9.5 7 7 7 7 7 7 7 7 7 5 5 5 S 5 5 5 5 OR LE55 ti 12 10 9 8 8 6 6 12 12 12 12 ¢5 8 6 4.5 7 7 7 7 T 7 7 6.5 5 5 5 $ 5 5 5 5 BLUE TAP t4 f2 10 9 8 B 6 6 12 72 12 t2 12 to T.5 6 7 7 -•7 7 7 7 7 7 5 5 5 S 55 5 S TAPPER+ 14 I2 to 9 a 8 6 6 12 12 12 12 it.$8,5 8.5 S 7 7 7 7 7 7 55 4 5 5 5 5 5 S 5 4 14 12 l0 9 B H 6 6 12 12 12 12 12 9.5 7 5.5 7 7 7 7 7 7 7 -7 5 5 5 5 5 5 5 5 i/ 12 10 9 B B6 B 12 17 12 9.5 B 6 a,S J.5 7 7 7 7 7 7 6.5 T4 12 FO 9 8 8 6 6 12 12 12 /2 10 7.5 5.5 4 7 7 7 -7 7 T 7 5.5 5 5 S 5 5 S 5 5 14 12 10 9 B 8 6 B 12 12 12 11 9 7 5 4 7 7 7 7 7 5.5 4._L. 5 5 5 5 5 5 4 3 $,_0. 14 72 10 JL 8M e fi b 12 72 12 12 10 75 5.5 4 7� 7 t 7 7 7 J 7 S 5 5 5 5 5 S S 14 12 t0 9 8 8 6 6 12 12 9.5 7.5 6 S.5 3.5 7 7 7 7 7 7 5 ].S 5 5 5 S 5 5 5 4 14 12 10 9 a a 6 s 12 12 tz 9,5 8 6 4,5 - 7 7 7 ^7 7 7 5.5 4 s s 5 5 5 5 5 4 # SEE ANCHOR 14 12 70 9 8 8 6 TI 12 i.S 9 7.S 5.5 a 3 7 7 T 7 7 4.5 35 - 5 5 5 5 5 45 SS - $PECIFICATICNS i4 12 fo 8 B 8 6 12 12 10 8 6 4.5 3.5 7 7 7 7 7 ) 7 J 5 5 5 S 5 5 5 S OW SHEET 13 _ «__ _ T-4 12 to 9 a 8 6 12 8 6 5 -+ 3 - 7 7 7 7 7 5.5 i - S 5 5 5 5 5 A 3 11 12 10 9 8 8 6 12 10 B 65 S ,75 - 7 7 7 7 7 6 4.5 - 5 5 S 5 5 5 4,5 14 t2 l0 8 B B 6 12 10 8 6S 5 3.5 7 1 7 7 6.5 5.5 4 - - S 5514 t3 708 B8 6 12 12 6.5 7 5 3 7 7 7 7 7 7 7 6 5 5 5 5 5 5 5 514 12 10 9 8 6 6 10 6.5 5 4,$ 3 7 7 7 7 6.5 5 J 5 5 S 5 5 5 J5{3 fiF fi i2 aS 7 5.s 4 7 J 7 7 7 5 5 s s 5 5 5 4 0 VALID ONLY FOR UP TO +70, -75 14 10 R9t2 9.5 7 ss a 3 - 7 7 7 5;5 4.5 3 - - 5 s 5 s 4.5 3.5 - � PSF A.S.D DESIGN PRESSURE + td 9 e 6 tz Io.S 75 s 1.5 Js 7 7 7 7 J 7 7 4 5 5 5_ 5 5 s 5 s RATING & FOR SPANS PER N 10 8 8 8 s - 12 9 6 4.3 L. 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S < J 7 7 7 7 7 6 3 _, 5 55 S S 5 4.5 3.5 I{ 12 Id 9 8 B 6 4 3 _ 7 7 5.5 4.S_J.S 3 74 12 10 9 8 10 7.5 3 7 7 6 S 55 5 5 4 _ I4 12 10 9 B •D.S B S 4 3.5 - - - 7 6.5 4,5 3,5 - - - S 5 4.5 3.5 3 - - - 13'-0"14 12 t0 8 8 - - iS 8.5 6 43 3.5 3 - - -3-7- J 7 7 4S - - 5 5 5 5 5' S 45 3.5 14 12 10 9 8 7 8.5 3.5 3 7 7 S 4 J J- 5 5 5 3 ;. _ _ _ _ _ _ _ 4 _ _ - 14 12 tU 9 1 8 9 7 45 .75 - 7 7 S.5 4,S 5 5 5 a,5 4 ti 72 10 9 - 10 17.5 5 4 3 - - - 7 6 s 3 5 5 4 J - - 14'-0"14 12 10 9 - - - 05 8 5.5 4 3.5 - - - 7 7 7 7 7 4 - - 5 5 5 5 5 5 { 7 !4 12 t0 8 - 6S 5 J J 7 3 3.5 - S =S 5 4 14 /T 10 9 - 8.5 6.5 4 - _ - - -7 7 5 4 5 _ S a - - 11 - - - 9 7 4.5 3.5 3 7 S.5 KS - - - _ .,......- D _. 3 _ _ - - - - - -_ 15'-D"14 12 10 - _ _ - t0 7.5 5 4 3 - 7 7 T 7 T 3-5 - - 5 5 S d4 - _3 14 I t 210 6 4.5 3 7 7 4.5 S 5 54is t2id8b 4 - 7 T 5 5 5 3 14 12 t0 - - - - - 8.5 6.5 4 , - - - 7 5.5 3.514 1 9.5 7 45 J.5 3 - - 7 7 7 7 5 3 - I14 12 19 - - - 6 145 3 - - - T 6.5 414 12 10 - - - 7.5 I5.5 ,75 - - - 7. "4D 4:61 1x - - 5 5 4.S - _ _ _ _ - FLORIDA BUILDING CODE(Non Hien Velocity Hurricane Zone' TF� ....1. ,�� (:+2017 TILTECO.INC. 0i 2017 EASTERN METAL SUPPLY, INC. � v � BERTHA HVTM hS, w /TME Accordion Shutter System■ ■ ■ ■ H.v. BuwE#1 w/DR w/o H.V.1MNiXNJ BADE a; �+ American Shutter Systems cv.N DESCRIPTION DATE DRAWN BY: LC. t / T TICCIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 15-085 7/27/1 t-TE, 07/27/17 6355 NA,36:1.S6.%1.30S,m ViL4 GARDENS,7LOR7A 3316 �}.�-- a Pnan. 3G58T1-t530.( F..: 305871-1531 4268 Westroods Drive 2 DRAWING No Ly :''�'(t, 151 -mar0006C99t.com West Palm Beach, FL 33407 3 r�1 ``� 41 E9-0006718 V 7 �LIr�AL V j111I1 WALTER A.TILLR Jr. P.E. _ _ ...._ _ 4 - - - -- -- w", FLORIDA Lig.Q 44167 5 SHEET P.E.�SrAC/WNATURE/DATE 6 14 OF 20 MAXIMUM ASD DESIGN PRESSURE RATING (p-SQ AND CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE FOR A GIVEN MAX, SHUTTER SPAN NEGATIVE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE (SEE MOUNTINGS Ott SHEETS 16& 17), l-__i E==z <--T F:;�Z A T E SOU HEN PINE No. SPRUCE PINE SPRUCE PINE SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN. COX 2 N//MIN,G=0.55, FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN, G=0.50 W/ MIN. G=0.43 w/ MIN. G=0.36 PLYWOOD DOUGLASLFI W( Wj MIN. G=0,43 W MIN. G=0.36 MAq M Spa,(N) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M, N, 0 & R FLOOR MOUNTINGS M, N. 0 & R FLOOR N40UNTINGS M, N. 0 & R FLOOR MOUNTINGS WALL MOUNTINGS B4O,WALL MOUNTINGS 8A. WALL MOUNTINGS B.O. WALL MOUNTINGS W & X W & X W & X P & 0 S &V S & V S &V .D3/X NT/UA➢3S,TF.:ARL(iNjA SWI WGMA msap w t¢7 T@'771tVRF,P15+FE Fxfi. 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EACH SECTION ON SHEETS IS& 17. -SPRUCE PINE FIR NORM et/0-0.43(KL1S.) EXCEPTION:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH Yr/G-0,36(N,D.S.) -MIN. 1/2•COX PLYWOOD(1986 APA) 2.ANCHORS TO HOLLOW CEtUNC SHALL BE AS PER MOUNTING TYPE U,SHEET 17 AND SHALL CONSIST OF LAG SCREWS AS PER NOS 2015 SPECOICAPONS. 4.ANCHORS SHALL BE 114STALLED FOLLOWING ALL OF ME RECOMMENDATIONS AND SPEC!-1CATIONS OF ME ANCHOR'S MANUFACTURER FLORIDA BUILDING CODE(Nan High Velocity Hurricane Zane i......• '✓✓k 02017 T)LTCCO.INC. 02017 EASTERN METAL SUPPLY, INC. --BERTHA HVTM - 1- A Accordion Shutter System i� E o . . # f KV. BLADE 1 W OR W/O H.V.WINDOW BLADE .r • '• TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems EV.N DESCRIPTIODATE DRAWN BY: L,C. v -b y Y N Association, Inc. t OLD 15-085 7/27/1, DATE: 07/27/17 swA•••• 0 _ 6355 N.W.ze!D.St.,Si :G5,lmAA CARDS:S.RolaA 3316 a Phone:(305)871-1530.F..:(305)871-1531 4268 Westroods Drive 2 DRAWING No 8?TIUrQ ' �1\` <-ro;l;tal�ooaeo,.�om West Palm Beach, FL 33407 3 i7-��7 11 EB-OTILUT J - • V IST t WALTER A.TILLIT:r.P.E. 4 - FLORID'L',c.4 44167 5 SHEET P.E. SEACf3I AyU"R'E/DATE s 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR M HV & HV! BLADES AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE 1 ONLY SHALL /rWALL FINISH RE LIMITED TO 105.0 psf, A.S.D. DESIGN PRESSURE RATING, SEE SHEET 19 FOR MAX SPAN & 1/4. 0 TAPCON OR A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BADE (1)& 1A) WORKING IN UNISON ..... TA C.N WTT,ADVANCED -C TAPCON OR - THp, 1/4 R.AD'o TECHNOLOGY 1/2'M;n.PENETRATION _TAPCON WiTH ADVANCED THREADFORM TECHNOLOGY THREADED 1 1/2"Min.PENETRATION or THREADED AREA,TO EXISY114C AREA TO I` un.SEPARATION TIN .00 HEADER. -�OR WOOD HEADER.(SEE SCHEDULE ON SHEET 15) I TO GLASS(SEE (SEE SCHEDULE ON SHEET 15) 1/4'0-20x3/4*S.S.MACHINE SCHEDULE C14 SHEET II SCREWS W/ 1/4'-20 NUTS I I FOR WIDE iSAN...... Axkw� Va 102 OR(9, 108 ON S:__�"19 FOR 0 12 D.C. EXISTING f ELA09S EO 0­ GLASS---4 r 2 15 S WALL7 I I F 'L z�7 PTO* MAL 7 I. --,.- FINISH FINIS EXISTING MIN. I"WOOD E.,�7 M TAPC.N OP. TAPCON WITH ADVANCED HEADER REOUIREO I OR & I -2'xa'WOOD p7 EXISTING 4 HEADER REQUIRED THREADFORM TECHNOLOGY W/ 1 112 IX.N.SEPARAMON -t GLASS— TO QASS(SEE PENETRATION OF THREADED AREA It, MIN. SEPARATION TO GLASS X SCICOLFLE ON SHEET FXISrING WOOD HEADER. --(SEE SCHEDULE ON SHEET ITT— (SEE SCHEDL;LE ON SHF.ET 15) 4)AN!)_­_ T ti FOR 8uo, EXISrING ON SHEET is GLASS— __ � 0 2".4'CONT. SILL PLATE RECO. ON HV WALL HEADER INSTALLATION (�)HV WALL SILL INSTALLATION HV WALL HEADER INSTALLATION f­. SEPARATION TO GLASS MIN,SEPARAPON TO CLASS kILL SCHEWLE ON SHEET I I EXISTING EXISTIN F (SEE SCHEDULE ON SHEET 11) TO GLASS 21'.4"CONTJ MIN. SEPARATIONGLASS- I WOO- (SEE SCHEDULE ON SHEET 11) D LA11i REO'D.. 1/4'0-2Ox3/4'S�S I MACHINE SCRL 114 0-20�3 4 S.S, 0 1/4*-20 IhTTS USIN NIACH.I.E SCREWS W/ WALL /4"-20 NUTS F1 RRS4 D.C. OR 18 '_OCR pf C11) OR 55 2.4-CONT.-/: _FOT_D_, WOOD PLATE v 1 REO'D nv1 Tr 1 1rAPCON OR TAPCON WITH ADVANCED THRrADFORM TECHNOLOGY 1 1/2 2-.4-C&� 14n.PENETRATION 05 THREADED AREA TO 4�-SILL PLATE' EXISTING WOOD HEADER. -0 TAPCON OR TAPCON WITH ADVANCED -0 1APCO1 (SEE SCHEDULE ON SHEET 15) V/ 1/4 N OR NOT T READFOR TECHNOLOGY 1 1/2 N" REO'D. I A�ICLEOGY 1-SEE SHEE, 4 FOR t t�. 0 TAPCON WITH AD%14v I TYPICAL M.-PENETRATION OF THREADED AREA INTO PLYWOOD THREADFORM TECf SHUTTER ASSEMBLY, WALL FINISH 2-MOUNT N. (SEE SC14EME ON SHEET 15) EXISTING MIN,2'.4* \ W/ 1/2*M!,,.PENETRATION OF E2-MouNTING SECTIONS CA14 BE PLYWOOD REO'D C.", k STUDS 0 16 D.C.MAX__� THREA '-1/2'WN.COX PLYWOOD REOV FINISH— DED AREA INTO PLYWOOD COM=_=ED,IN ANY WAY To AT RCOV.PLtWOOD 10 BE ISEE SCHEDULE ON SHEET 15) SUIT ANY NSTALLATION. CR '-EXISTING MIN, 2"x4"STUDS 0 16"D.C.MAX. REO'D. ATTACHED TO STUDS IN HV WALL SILL INSTALLATION PLYWOOD To BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH I SECTION 2308 OF rf E (0)HV WALL SILL INSTALLATION LIIAJT�ATIOUS OF U5j1 OF 5 A.0, SHEET r, F.D.C. FLORIDA BUILDING CODE{Eton High Velocity Hurricane Zone: THE Y (E)H�THQ: SILL'FINST4 F.S.C. "4i"Ifel— VR A. r, 02017 TILTECO.INC. 04"•'2017 EASTERN METAL SUPPLY,INC. BERTHA HVTM Accordion Shutter System LrEc o7,N:.7\ A.S. Hy. D-ADE#1 W/OR W10 KV.nlraDav MADE z TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems qcv.NDESCRIPTION OATE DRAWN Er: L.C. Association, Inc. OLD 15-085 7/27/17 DATE: 07/27/17 .55.,..3fth.S%.,$­_'05,tRC#a C.Aas.FLORIDA-131ft 1 4268 Westroad Drive 2 Ph... (205)071-15:0.F..i(305)871-1531 — —DRAWING No ­­ih Ot...0-1— West Palm Beach, FL 33407 3 17-107 A0 IzLTER A.TILV?jr.FIX. 4_ FLOROA L;,. 4416' 5 SHEET W1 E 6 16 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR ��V & 9 HV* BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE M ONLY WALL FINISH SHALL BE LIMITED TO 105,0 psf. A.S.D. DESIGN PRESSURE RATING, SEE SHEET 19 FOR MAX t. SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADEJ ......... 1/4%TAPCON OR —E.-- EQ- --2"MIN.-........... ----77 TAPCO14 WITH ADVANCED 4'.8"(Mi,)EXISTING _7 THREADFORM TECHNOLOGY WOOD BEAM REQUIRED. EDGE (if APPLICABLE) Y STRUCTURAL ADEOUAC w/ 1 1/2 OF TNPFA�W, PENETRATION 1/4"0-20x3/4"S S Or EXISTING WOOD BEAM 0 AREA TO TO BE CERTIFIED BY RUSS HEAD --------- EWS HE WOO EXISTING WOOD EXISTING E SCH P"ILI_;PS TR REGISTERED ENGINEER OR 1.1.11 INC r, (SE EDULE 014 SHE W; 1/4,20 NUTS ARCHITECT PRIOR TO Ed:�:' TRUSSES OR ED ED 0 12'D.C. SHUTTER INSTALLATION. _L_ 1/2� RAFTER 0 24" ....... D.C.REOUIREO I/'o TAPCON OR EXISTING,SOFFIT 5 TAPCON WITH ADVANCED 90RU —3/4*Mox. THK. 257- THREADFORM TECHNOLOGY ka S.M.S.. 1 (6063-76 ALLOY,W1 Vf/ 1 1/2"M P _X.4.1/45'CONT.At:JM,TUBE OF THREADED AR1_TO ED- E HEADER- -0 LAG SCRv S 10 (SEE SCHEDULE ON SHEET 15) 103 or EACH RAFTER OR TRUSS, 0 6*O.C. EXISTING WOOD (3)5/16 -w f or @ or 05 0 LOCATE LAG SCREWS AT is MIDWIDTH OF EXISTING WOOD 4- EXISTING MIN 2".4" MEMBER,(2*}.tin. NOMINAL Exisnmr—1 HEADER REO'D"TL S A I OPE14 HOLE AT EACH-/ %worm)W 2'm;,,. GLASS I EPARATION TO 11 1 11 1 1 G'55 EXISTING STUD TO ACCEPT PENETRATION OF SCHEDULE ON SHEET IIY-- CLASS 5/16 LAG'SSCREW AREA VALID FOR . TUBE.R USE. At CENTER Or TUBE. INSTAL_ATLCNS WITH 72psff MAX.A.&D.DESIGN LOAD AMU OS HV WALL HEADER INSTALLATION EXISTING S._O.MAX.S S io.C= PAN.THIS o I= (21 1 WqTALATIGN IS 014LY VACID FI SDto-a On N So I FOR wo:x+9/11 1R Um 11 F- FOR WOOD W/MIN.SPECIFIC ON SWAT 19 For _(DOR W G."VITYCOF 11.50 AS DOUCLAS OR OR SOUTHERN PINE Na,1 A SEE SHEET 4 FOR TYPICAL SHU" ASSEMBLY OR OR EOUAL. IN ANY WAY TO SUIT ANY INSTAUATIZIN TION 2-MOUNTING SECTIONS C4N BE CC ER CT)HY CEILING INSTALLATION ,��,IHV CEILING INSTALLATION TO 01ISS(M UNEET TOM 5 APATION SCHEDULE TO GLASS 9 SEE ON SHEET 10— EXISTING To LAISS, 01- JE GLASS EXISTING GLASS aDCS &d3) ({SEE SCHEDULE !ON SHEET lo CLASS---' Tt ALTERNATE- ANCHOR WAU.- LOCATION F1141SH 318 GLASS—! WASH K t #100/4'HEX 2",6'IAN.WOOD SCREWS 0 12' c ER HEAD IEK DEC REOUIRED 2. GO (NO FINISH .6'MIN. WO DECK REOVIRED WE FANG 0) FINISH ALLOWED F -EDGE EDGE OF OF-109 LE01' O-J EDGE OF DECK U, DECK DECK IF APPLICABLE CABL IF APFUCAB- APPLI E 4'0-200/4"U.S. HILLIPS TRUSS HEAD /4-.TAPCON OR I/,'o TAPCON OR• TAPCON Wlii�AVVANCED-1 N WITH ADVANCED MACHINE SCREWS -.4'CCITT. tHREADFORM TECHNOLOGY W/ 1/4--20 NUTS TH TAPCO �ILL PLATE /4"o TArCGN OR TAPCON WITH ADVANCED THREAOFORM­' MIN, READFORM TECHN r PENETRATION OF THRZAD 0 12*O.C. TECHNOLOGY W/ 1 112'Mir,.PENETRATION OF TTiREADEO AREA TO EXISIONG WOOD HEADER. (SEE R TIN 1/2"M PENETRATION ED E)F READID AREA To 'HEE7 15) AREA TO EXISTING'WOOD HEADER. (SEE SCHEDULE ON ISPNG WOOD HEADER. . ....... SCHEDULE ON SHE" 15) (SEE SCHEDULE ON SHEET I SEE uMlTarp, GF vsE Foo HV WALK—OVER INSTALLATION CV"HY WALL SILL INSTALLATION (*,IHV FLOOR INSTALLATION I FLORIDA BUILDING CODE(Non Hign Velocity Hvrricone Zone: 0 2017 EASTERN METAL SUPPLY,INC. ........... . 02017 TILTECO,INC. BERTHA HV7. Accordion Shutter System 11LIE C 0 INC. A.S.S.A. N.V. BLADE#1 W/OR W/O KV.WINEM MADE AmericanShutter ms REV.N, DESCRIPTION DATE DRWIN BY: LC. TICCIT TESTING & ENGINEERING COMPANY Syste I OLD -.5-085 07/27/17 Association, Inc. 07/27/17 DATE 6-NN.36t,St..S�.!OS.IrrIt4tKA GARD��_S.FLORA 331V Np (305)871-1530.Fc.:(305)871-1531 4268 Westroods Drive 2 —DRAWING No .—U:I'M...ii-f— West Palm Beach, FL 33407 3 AP A 17-107 01YA L E� -OW671S 10E,E A.TILUT Jr.F.E. PFLORIDA UF�1 44167 5 SHEET E. SE�L/�t��Xi6RE/r)ATE 6 17 OF 20 F-Ct 17r�3:-A:7_5,'p^�21w;i 4? « A IM ATiON� AN6 COND(TIQNr+ OF LIGE FOR BERT3iA Ci' i UNISON WITH 1.MAX.A.S.D.DESIGN PRESSURE RATING: .110, - 110 p.s.T. T t 2,MAX.SHUTTER SPAN:96` 3.ALLOWED MOUNTINGS:A,D.G&H ON SHEETS 6,7;AS WELL AS $ !.IOUNTINGS IA.0,T,U&W ON SHEETS 16& 17, I t 4 ONLY CENTERMATES 2 (BOTH W/ 4 OR 2 ARE ALLOWEO WITH i ZSYMOUT.114 OF �./Oa�25' {5)E MUST BE INCLUDED ONRY0A P0�ERi ACCESS SIDE OF OPPO ING YOES AT •6<�`y� .��•� I CENTERM £. ✓G i_ Tl'P.EA.END ! J s ! ) , ! t !r• �1+ (5.3(A)HV )NDOW BLADE CtAk SMALL ONLY NGS S A MAXIMUS EE 5 OPENINGS RJ J ! (3`O HOLES)FOR u PER LADE AT SPACINGS SHOWN ON 511EFT A. (6)INN. CLEARANCE FROM TOP OR BOTTOM EDGE OF HV WINDOW BLADE t,1„ry MAX. 5 WINDOWS 1� n J s R OF ANY 3'm HOLE FOR a4 SHALL BE 12`. ALLOWED AT HV o VANDOW BLADE' (C)FIRST OR T BLADE COMING OUT FROM STARTERS AT ENDS MAY BE MY WINDOW BLADE N J ` (0)HV VANDOW BLADE\'� .7 MUST BE USED ALTERNATE TO A SOLID HV BLADE 1O J J J THROUGHOUT SHUTTER'S WIDTH. + (E)CE RMATES SWILL ALWAYS BE INSTALLED ADJACENT TO A SOLID HV co. BLACE�i AT E"H£R SIDE OF THEM. 8 � r` tyL R } L' (F)POLYC>i2BONATE W WINDOW 4<SHALL BE INSTALLED SO THAT TABS FACE STa�£ND ' 3' THE INTERIOR Or THE OPENING BUNG PROTECTED.HV WINDOW,441 MUST BE CONNECTION I J J J R R $ ' ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROVIDED BY ASSA /), OETALS ON SHEETS INC. 14 LL L&HEIGHT.i8 TYP,'- A's,8d FU "' 986.SEE ANCHOR SPACING SCHEDULE FOR INS7ALIATIONS INTO WOOD FRAME BUILDINGS ON SHEET 15.AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES e! YP YP d4Sn� 1 &2 ABOVE). 7,SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED ^t •-a CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12& 13 AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES i &Z ABOVE). 8.MINIMUM SEPARATION TO GLASS SCNEOULE.PER AS E-1995: (SEE PLAN FOR REOUtREMENTS) 5`)TYP TOP&BOTTOM iy -jam Op`J Oa``6;,'17' 1 WIND ZONE MINIMUM SEPARATION TO CI.A55 D N _.4' F_F 0 ; ..-_........»......__.....__....._. ....__._ UNUMNED WIDTH—..._..._..-.___.__._ _ -......._....._..._...__.. _.—_.-....._._.J i THRV 3 1' ELEVATION MAN.WAW,RDN TO cuss s.zs —� EXISTING GiA5s-i __ G'I TIFF S"�SICE o d`L1 Q%'• _...— .. .. SE S __......__.._,»._....... _L__. f,.�i-�..___.__:._._.......__._ ..~_.__.. __ ND ;� /�.� - / �'22 ''� ii ALTERNA7OPPD^,�(NG GEN FRMATEG ''22 W/13 (EXTERiOR ONLY) �' ......-''U' 1^; ,.,..� \ _._J .... $�..4> AND WL4 OR+x,`}''{$EE NATE 4 ABOVE) .. ITYP. \ y 3' \ CID• ' Sr!sIA.iP.iCAt,CENTERMATFS r21t 420! TYP. tir ) Wft23OR 51AEtD —j «ZZY+. w/o Ss(sE€NOTE 4 ascvE) PLAN _TYPICAL HY BLADE WORKING IN UNISON WITH HV WINDOW BLADE t14 SHUTTER* ---- r FLORIDA BUILQING CODE(Nan Nigh Velocity Hurricane Zone', ,III�'�+ ,"••'.0"`"• ,L/ ¢:2017 TLTECO,INC. 02017 EASTERN METAL SUPPLY. INC. BERTHA HW, AccordionShutter SystemL ECO7,N.:\ A.S.S.A. H.V. RAM T W/OR W10 H.V. WNDOW '•, '� 'aFiC)i' ;r>:$'; TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems EY.H DEscwnlom DATE DRAY.Tl BY: L L+g'•., ,C '•� 6355 NIT TES IN 6:e.3 E LTINE RINGCARDF9.FLGPA 33t8. Association, Inc. 1 OLD 15--085 ;7fz7/it DATE: 07/27/17 Ph—:;305)871-1930.FOA:(305)871-1631 4208 V:estroods Drive 2 DRAWING No .. C n •••.....•• <-mal:;in<cmS7<m:.mm West Palm Beoch, FI.. 33407 3 Ee-CCY6719 A 17-107 %mYER A. •ILLIT.,r.P.E. 5 SHEET _ - - FLORIDA lie. 44187 P.E. SEAL/SIGNATURE/DATE 6 19 OF 20 b- 1 s/2-.0.015"THICK 1' INSTALLATIONS WJ� HV BLADE & HV CENTERMATES t� --2.404-MO..�•- tmin. f YARIES_ ----=---- G-6 A_653.IEDl a t}A�n• '-�G.o.. _43b INTO METAL STUD WALLS * k9. '°a'" q�_ MTn,4-60 SAT STEEL —MEUt TAL STUDS AT 1fi"O.C. tr w •------ -- m 6-D.C. 40 � 41 m•Qo of C:; ' --------- 1/2" a75" 4 /4"o NOMINAL _W. �A f -y GENERAL N AND COND S ALUMINUM SLEEVE -_,•:. r I6 lir f !2 '' a—T FOR BERTHA i HV BLADE ACCORDION SHUTTER6063-T5 ALLOY Lr 3/4"1 6 If4N 0.035-THICK Gin SYSTEM INSTALLATION TO METAL STUD WALLS CONT.CALY.STEEL TRACK CHANNEL.,(p 6"G.C.A 0 c O.C. 'Ix a ASTM A-653 GRADE 40 Min.c-60 1 j r-- SEPARATION TO GLASS SCHEDULE GALVANIZED FASTENED TO STUDS ' W/(2)#6x1/2'TEK SCREWS ON i ;/EXISTING FINISH 3g } ! � 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) INTERIOR&EXTEPIOR FACE ; -AS APPUCABLE , 1 0 2. VAX. SHUTTER SPAN: 64" MINIMUM I, m WIND ZONE �, ASTM E-1996 SEPARATION a3c LENGTH + 1'I 1 MIN,SEPARATION •r 3. ALLOWED MOUNTING:8 ON THIS SHEET. TO GLASS EXISTING CLASS-1 TO CLASS ' K -(SEE SCHEDULE) 43 3 43 1/4-0-203" BOLT 4, ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED (1YP.) • f THRV 3 V. MUST PENETRATE 43C i" 1 , ,p WITH 21 ARRANGED A S METRICAL LAYOUT. r USE 0. (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE 4 4" _ 1eXisnnc FlrisH 1, 1 I )NCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF 1.373; „1 3f4"x 6 Tf4-.0.035-THICK Wn.1 t , CONT.CAV.STEEL TRACK DWIWL•1 t AS APPLICABLE ,, CENTERMATE. .250." r ._:x.•050'• IASTIA A-653 GRADE 40 Mil.0-60 1 y I I, 1 I GALVANIZED FASTENED TO STU°5 n r _. -' "'—'1 I Vil(2)#5.tj2'TEX SCREWS ,INTERIOR ON&EXrERIOR FACEI I o 1 'i9 6-O.C. l., 8 6"O.C. ry?S �1j4'•0-20 THREADS ** BLADE SLACK DETAIL HVF IS ALSO VALID FOR tn. of o` '�•��. 43C 1 Z4'0 ELCO CONSTRUCTION _ PRODUCTS FAB-LOK HD `' CENTEP.MATE 21'APPLICATION WITH BLADE 1� S 43b COMPONENTS 6-. t I f2'x 0.035-THICK :VARIES'Y `•a 6" O.C• ASTM A-653 GR-DE 40 .2'-:.6!0X:7., c-ba GALV.STEEL ..-� 1' MS WALL HEADERZSILL INSTALLATION METAL SPUDS AT 16-Q.C. L{in. ,EXISTING FINISH AS APPLICABLE SCALE: 3/6'•= 1- t, (T-P.TOP&BOTrom) n 314".6 1/4.OA3"TriICK !Ain. L£XISNNG GLASS _ _ _ _ _ - - ;CO". GALV.STEEL TRACK CHANt.ASTM A-65 'Et. "• " SVT"" - - vpN2EG 3Fn5TENED TGA,SIUUS6C C SYMMETRYCAL I SYMMETRYCAL T t()#6.1/2"TEK SCREWS GN cZ,3t7 t�,3f} 43C LAIN. SEPARATION VARIES 1 , 114TERIOR&EXTERIOR FACE ' : CENTERMATES W� 'I 1 1 ro GLASS z I E .., (r 1'... (SEE SCHEDULE) EXT ACCESS SIDE: 1 ENTERMATES W/ "1 1,:)(�TERIOR ACCESS SIDE` 4 .. -- o (TYP} 1 tNJ A,3GJ t6`•Min.) ------IN--"-^T--'---------- ---------------- -6- ------ - I.._. - ---------- - 4 ------------ , - - --------------------' ----------- --- ----- T_ .. -------------- . ..___ __-_.---___-___-- 2 . ._._...-._......._._._.__._._.........._._._._.__..._. ._._:_._.. ._....._._. _._ _._._._.._.__ _ -._._._._._�._._ __. __.-.---- ...._._.-._._......._._.a._....._._.-.___._--._.__-.._._.. ._. _. ._ ".,:.. __.---------------------- __---__-� _ c j a - 10 1 - � � - � a �_.�•^'. 2 ' "1\ i �2 i 21 2 I LOCATED AT 1 2 i -- ----- ------ -- - - ---------- --- - - ---'___-___�;---.,i!_.,,;_.�,-= --'- - `-= -- - ----- -'-' ----- --- -�= -------r - HY HFAQER/SILL ENDS VIEW Y .�.. _ 1 _ �•® )2_ t �{J'51(6"Fain.) 2 4 SIDE CONNECTION TO TRACK (/ �✓ \ e3 1/4"(TYP.)--'1 �._..� {Cont.) ._,_.___._6 1/2"(Typ.)__�..._L-.__..,_...._...,—_7'..._.......�_.___--"'r L._..._.._._"" '..._7"____., 6 1/2'MAX.``LACK HVA—,---- WVB- BLADE-SLACyC-DETAIL-HVF-- HVC -- -- _ -' FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone; .21�, '" J^„ �"6/A��+• p2G1?nLi[C0.INc. 02017 EASTERN METAL SUPPLY,INC. yI`i`S�• j a�.l a(4y,•' `'9':.` �.�� BERTHA WTI, ` •, F7UE O AN .S■SA■ . AC /On Shutter System RV. MADEE##1 1 Ww/OR w/o H.V. WtrDDw MADE t Rt!` S ////• � ; •TILLIr TESTING & ENGINEERING COMPANY American Shutter Systems REVa No pESCRIPT1011 oat[ DRAWN 6Y: L.C. ! 6355 Nx1.'bh.SL.we.!M l5?i6Yvtl GaE4�w5.C.O.:A}A 3316Association, Inc. t OLD 15-085 7/27/1 CAiE: 07f^,.7f 17 b1•�wTE T' Y'[-t Phone:(305)671-1530.Fe.:(305)671-1531 42.68 6Vestroods Drive 2 , —�'aa ♦ Meth DNa<eaoo�eo,n L 33407 3 DRA'NITaG West Pa)m Beach, FNQ �At' ,(VTI 14 > lL t EB-LW067iE 17-107 (f•�q••.......• ��yy�.� ,i WALTER A,TILLIT!,.P.E. 4 P.E. SEA1`�JATt7kEt0ATt FLORIDA L<.#.4167 6 SHEET20 OF 20 s SHUTTER CORPORATION 12980 SE SUZANNE DRIVE. HOBE SOUND, FL 33455 PH: (772)-545-3300 FAX: (772)-545-3297 'Property Information Building Information Owner: Terence Bischoff Wind Zone: 170 MPH. Address: : 13325 NW Maplewood Rd Exposure Category: C Palm City,FL 34990 Minimum Building Dimension: 30 ft. Mean Roof Height: 18 ft. Risk Category: II Design Pressure Calculations Opening Location Device Device Device Max Positive Max Negative Number ; Zone Width(in) Height(in) Elevation(ft) Pressure(psfl Pressure(psf) 1 Int 37 69 7 37.8 -41.1 2 Int 37 70 7 37.8 -41.1 3 Int 37 70 7 37.8 -41.1 4 Int 37 70 7 37.8 -41.1 5 Int 81 54 7 36.4 -39.8 6 Int 62 45 7 37.6 -40.9 7 Int 81 67 7 35.9 -39.2 8 Int 81 67 7 35.9 -39.2 Prepared in accordance ivithr ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.6th Edition(2017)Florida Building Code. Page 1 of 1 Florida Building Code Online Page 1 of 3 x v x , BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff SCIS Site Map Links 1 Search bProduCt Approval apl USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail t4, � FL# FL389-R9 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561)209-8263 bfeeley@easternmetal.com i Authorized Signature Bill Feeley Irodriguez@easternmetal.com I Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 1-7 Evaluation Report-Hardcopy Received' Florida Engineer or Architect Name who developed Walter A..Tillit,Jr. P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By John Henry Kampmann Jr. Validation Checklist- Hardcopy Received Certificate of Independence FL389 R9_COIAMERICAN SHUTTER-SYSTEM ASSOC„INC_DRAWING 17 107 CERTIFICATE OF INQEPENQENCE.PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS ASS OC�INC. DRAWING 17^106 CERTIFICATION OF INDEPENDENCE(1).PDF FL382,,,R9„_COI,,,AMERICANSHUnER_SYSTEMSDRAWING 17_108__ CERTIFICATE OF INDEPENDENCE.PDF Referenced Standard and Yearof Standard)) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202, 203 1994 Equivalence of Product Standards Certified By littps://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgvYYHH2vJvx53 Mws... 1/3/2018 Florida Building Code Online Page 2 of 3 i Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/18/2017 Date Validated 10/18/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 389.1 'Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 3 -(Non-HVHZ)-Drwg 17- (top and bottom)for storm protection 108 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 II AMERICAN NUTTER SYSTEMS DRAWING Approved for use outside HVHZ:Yes 17-108_ BERTHA HV ACCORDION SHUTTER,_SYSTEM.PDF Impact Resistant:Yes Verified By: American Test Lab of South Florida Inc. Design Pressure: N/A Created by Independent Third Party:Yes Other: Large Missile Level"D".Max span is 12'-3"for 40 psf Evaluation Reports positive ASD load and 13'-0"for 35 psf negative ASD loadFL389__R9 AE__AMERICAN SHUTTER,SYSTEM,$ DRAWING the HV3 blade w/o window blade,5'-2"for 110 psf ASD load 17-108 PRODUCT EVALUATION REPORT.PDF for HV3 blade w/o window blade and W-11"for 62 psf,9'- Created by Independent Third Party: Yes 11"for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf,See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 1 Only-(Non-HVHZ)-Drwg 17-107 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 II AMERICAN SHUTTER SYSTEM ASSOC., Approved for use outside HVHZ:Yes INC._-.aRAWING 17_107 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYSTEM.PDF Design Pressure: N/A Verified By: American Test Lab of South Florida Inc. Other:Large missile level"D". Max.Span is 16'-0"for 30 Created by Independent Third Party: Yes p.s.f negative ASD load depending on centermates and Evaluation Reports locking rod configuration for the HVi blade,8'-0"for+64, FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC1 -72 p.s.f.A.S.D.load for HV blade for Keystone mountings INC. DRAWING 17-107 PRODUCT OF EVALUATION 7'-0"p.s.f.for metals stud mountings and 8'-0"for 110 REPORT.PDF p.s.f.for HVSA working in unison.See sheets 7, 11 and 20 Created by Independent Third Party: Yes respectively of installation drawings for other spans and pressures. __[ 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 17- (top and bottom)for storm protection 106 Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R9 II AMERICAN SHUTTER SYSTEMS ASSOC., Approved for use outside HVHZ:Yes INC: DRAWING 17=106 BERTHA HV ACCQRDION SHUTTER_ Impact Resistant:Yes SYST._PDF Design Pressure: N/A Verified By: American Test Lab of South Florida Inc. Other: Large missile. Max. 16'-0"span at 30 p.s.f ASD load Created by Independent Third Party: Yes for Blade 1 and 18'-0"for Blade 2. See schedules on sheet Evaluation Reports 12, 25 and 28 respectively FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC. INC. DRAWING 17-106 PRODUCT EVALUATION REPQRT.PDF Created by Independent Third Party: Yes Back Nezt Contact Us::2601 Blair Stone Road Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Cooyriaht 2007-2013 State of Florida ::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgvYYHH2vJvx53 Mws... 1/3/2018 Florida Building Code Online Page 3 of 3 ati Credit Card Safe i https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx5"Mws... 1/3/2018 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 2017(6th EDTDON)OF THE FLORIDA BUILDING CODE.THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. ) nr� DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REOUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALNY FACTOR Kd-0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(&S.O.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS i 1 THRU 15, 19 & 20. IN ORDER TO VERIFY TtIE ABOVE CONDITION.ULTIMATE DESIGN WMD LOADS DEIERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS AREA 1: HV BLADES n & AIA BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAX. (AS.D)DESIGN PRESSURE RA7INGS INDICATED ON SHEETS 11 THRU 15. 19 &20. GENERAL NOTES SHEET i IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOT OVER STRESSED,A 33 R INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NM USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR CO-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN MOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA N.V.ACCORDION SHUTTER SYSTEWS ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE O 00214.01-03, #0715.01-03, #ID04.01-05, #,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: HV BLADE It AND HV WINDOW BLADE C1A� AND E-1996 STANDARDS(MISSILE LEVEL D.WIND ZONES 1, 2 &3)&#1220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE. (WHERE APPLICABLE) -HV WINDOW BLADE Q #0505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL D.WINO ZONES 1.2, 3) BASIC PROTECTION ONLY AND 1 0725.01-88 AS PER TAS 202 PROTOCOL, TYPICAL SHUTTER ELEVATION&NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 2, KV BLADE(' AND HV WINDOW BLADE (9 ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE 114DICATED ON SHEET 19 INSTALLATION 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#140.7S'RESPECTNELY, 410-HT MINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.D ksi YIELD STRENGTH AND 180 ksi TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA HV DACROSHIELO COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE FN 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 ksl FOR END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 10 6005-T5 ALLOY. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN.YIELD STRENGTH AND 90 k^l MIN. TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEEP to 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(D: 12,13,14,15 AND 20 INSTALLATION DETAILS M-R, WOOD SHEET 16 HV BLADE(D&0 WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X, WOOD SHEET 17 8. THIS BERTHA H.V. ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT F6'779,582. COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S.PATENT#5'458,179 ISSUED lU EASTERN END CONNECTION DETAILS 7-12 & X. WOOD SHEET 18 METAL SUPPLY,INC. AREA 3; HV WINDOW BLADE„A ONLY 9, IT 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,THRLt FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WINO/RAIN INTRUSION, TYPICAL SHUTTER ELEVATION SHEET 19 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 He CENTERMATES AND ENGAGE OR LOCK ALL KV AND HO LOCKS. AREA 4: HV WINDOW BLADE MON 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 INSTALLATION OETAILS, METAL STUD VALS SHEET 20 PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. 12.BERTHA N.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION S14ALI COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING ANO ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13. (a)THIS P.E.O.PREPARED BY THIS ENGINEER IS GENERIC AND DOES MOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.O. (5)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED ON THIS P.E.O.,PROVIDED HE/SHE ODES NOT DEVIATE FROM r THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c) THIS P.E.D.WALL 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.O.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)ORIGINAL P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL ANO SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED 11. II%fApJr fB°'so FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone'. 02017 TILTECO,INC. (0 2017 EASTERN METAL SUPPLY, INC. Y BERTHA HVTM Accordion Shutter System A.S r S.A■ H.V. BLADE #1 W/4R W/o H.V.WNDOW BLADE � �� TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems 6 P` Y EV.N DESCRIPTION DATE DRAWN BY: L.C. �, i1 A Association, Inc. i OLD 15-085 17/27/0 DATE: 07/27/17 tti sass W..a6ln.a..Sex.SDS,.sac:x d�Rr��s.na4nA sal; 4268 LYestroDtis Drip e z r Phoee:(305)871-15d0.For:(305)671-1551 DRAWING NO West POim Bench, FL 33407 3 n{, `a M Ex-eDD6719 17-107 WALTER A.ILUT Jr.P.E.- 4 iY 4 FLORIDA uo.17 44167 5 SHEET F.E. StkA SfFiiAY6RE/DATE 6 1 OF 20 i 4 1--CONCRETE ANCHORS POURED CONCRETE POURED 1 (SEE SCHEDULE ON CONCRETEog BLOCK . POURED--� SHEET 3} c »-1 4 0-20,3/4'S.S. CONCRETE \• F$QUIREOE�•. ! CONCRETE ANCHORS MACHINE SCE1.5.5 REQUIRED '� .i._.....__. E—..-...,.1,._.i-..„....._. F.aR ....t J _(SEE SCHEDULE ON �YU 1/4" CONCRETE 1 R'OUIFEO ....m,.._.....,.... CONCRETE ANCHORS y iOUE(s__H..IINTi.J Q SHEET ) , SHEET 1 0.... •"�. ` (SEE SCHEDULE ON SHEET 13) a 1 17 18 R 5A EYs ••' ^ •c oN ' 7 1 a NUTS 1/4"0-2013/4*S.S. EQ- EO :' MACHINE SCE1c5 t ' ( --- --EDEo--4 `/'' USING 1/4^-20 NUTS t/2 �" - c 12'O.C. 1/2' I I 1 - 13 OR I I 5' E.O.• _ r s _ rI, I I ?�I1 3 F1R1i 5 � '250- IE, .250Aox. r 4 E.O.• �. ...__J \-OPTIONAL - 1[H{Iil t I -OPTIONAL i NJ:SFPJRArm II IME SLEET 'WDE 1' �♦ UJ, t• EXISTING_ ldlN.SEPARATION`:0 CLASS ;r v I 'aids�rtYa ' "'=1fOR l : (SEE SCHEDULE ON SHEET iT)'-- EXGLASS—i LLw•5 W h Q '�' ' :' MNJ, SrPARATION TO GLASS ' 1 GLASS i—...._......._.__�„.....�..._.__..-.._._ � —_ .. �,• `(SEE SCHEDULE ON SHEET 11j !t �' I Ix, EXISTING 'e GLASS-•=: II C}HV WALL HEADER INSTALLATION ' HV WALL HEADER iNSTALLA N — - i- _�_.,...._.__._ HV WALL HEADER INSTALLATION + KEYSTONE EXISTING �!_ r•-"- -'• - I?•-"--- -- MITI.SEPAPA ON TG GLASS •�� ' _ CLASS--. ,t ; ♦ ' (SEE SCHEDULE ON SHEET i1)__�—.._ -1 TO SASS(SEE J 1 OR '�•,A' MIN,SEPARATION -.._TO Ol SS 't •-"'01.J F-TING 4} �5 `-L'1REa''gT i I• tl nIT `-(SEE I I GLASS 11 FOR OAOE OMO T Ur"ECT 14 Fa4 ry, 1 7 a.as(tic5�i EwsnNc (NS}; % :-OPTIONAL GLASS... Me, t7At i OpnC r./4'Mak. Lir'-;^' _....._...._ "13 as 15: , t i I `•�_1,'a'a_2ox3 s•5� `ern. ' PHILUPS TRUSS HEAD `\,� 1/4"0-20,1/4*SS.PHILLIPS - M:.CHWE SCREWS USING i.._..M.__,_'._�....._.._ CONCRETE ANCHORS __.TUSS HEAMACHINE SCREWS I-. 77FR18. G ..._ 1•-' 1/+•'-20 NUTS C 12'O.C. '-_(SEE SCHEOULE ON t7/ 11-<-20 NUTS tS 12'O.C. ��ICMT SHEET i3) ` MmPOURED CORCRFTE- SN'cET I3} PCUR'cU CONCRETEOR CONCRETE BLOCK OR CONCRE7 E DLO `--------- L'•__ IONCRETE ANCHORS REQUIRED xALt REouIREDON (SEE sGHEouLE ON �F'HV WALL SILL INSTALLATION POURED CONCRETE.-.,/ SHEET 14) '..J OR CONCRETE 13LOCK YJALL REQUIRED ( HV WALL SILL INSTALLATION °TE FOR, '" ' "i' " .F,- -- INSTALLATION DETAILS W/ I-SEE SHEET 4 FOR TYPICAL SHUTTER " E.0.- EDGE DISTANCE � ASSEMBLY ♦ SEE LIMITATIONS OF USE FOR ' i l H V B LA D E 2- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 11) SIE iA,ON SHEET iS i IN ANY WAY TO SUIT ANY INSTALLATION. FLORIDA BUILDING CODE{Non High Velocity Hurricane Zone', 02017 EASTERN METAL SUPPLY,INC. y`k'T1 `�y'�'v•'�'f�t` t �••. /yI���, 4:2017 TILTECO,INC. BERTHA HVTL, VF 4 S a'aT •y AII,SII,SI1,A1. IL E76767, .. Accordion Shutter System N.V. RAM#'1 W/OR W/0 H.V.WINDOW aADE eft ( American Shutter Systems TILUT TESTING k ENGINEERING COMPANY Y Cv.N OESCFIPT- GATE OR<WY.BY: GC. �'�'...( }� :'-4k ,TSS sass N,tr.scan.St.,stc.sa=.11Fc+w aMaErtS,aoao4 ssle Association, Inc. t OLD 15-085 37/27/7 FATE: 07/27J77 ..,,,,, e-m Pnona (305)B7t-1530.Fax (105)871-1:91 4268 Westroods Drive 2 DRAWING Nn �$ ��x,l' cfl: ee Uteoe—con West Palm Beach, FL 33407 a T' EB-MOS719 17-107 vtAt7ER A.TILLIT:r,P.E. - - - - T`' s,r•"''I FLORICA L+c.9 44167 s SHEET P.E. SEAL/SIGNATURE/DATE c 6 OF 20 ,__....._..—....,__..:.,... _ - RETE —POURED CONCRETE OR 4 ; .._ UCONCRETE " _�OR CONCRETE P,. I. OR CONCRETE POCONCRETE CONCRETE BLOCK'tJAtl ,;" • ; OR �....._.....___ .__.....-___.. BLOCK'HALL REQU�REO - "'__"•• _."' BLOCK WALL REQUIRED REQUIRED �' BLOCK WALL REQUIRED �. �� j EXISTING GLASS —EXMTING CLASS F / • _.__.--__...»...T) •.-2•!dud EXISTING GLASS CONCRETE ANCHOR' EXISTING GLASS 4a I6"O.C. i /' � �_ u." MN.S£P:JV.11-.".N ..,1"�._I••__! _.C..___....�_() MIN— i TO GLASS(SEE i }' u:tL 4=PAPA< t < MIT SEPARATION •� SCHEDLUE O1'SH.F I t hl;;i.=3M.8TICC: F uE EQ EO TO CLASS(SEE 11 FOR E.AGE OAND 5CHEDL�V (S1=EC - TO GLASS(SEE i11 SCI4CWE O4 SHEET i/15"x3"MAX.—...,_ ON SHEET 19 OR - f ii FOL?Lx14E()}AND i ,i 1 SCHED'UE ON SHEET I t i FOR S ADE(D Al-* (6063-T6)COP7T. MAWS(D g(D � :ON SHEET19 FOR I I FOR FLACf L)AN9 (LOCATE hr -- :ON SHEET 19 FOR ALUM. CLOSER I I i t t eLAD��A a 1/2" 'OV SHEET 19 FOR EIINER SIDE j BVATfS o&9 PLATE. (LOCATE 1/2": 7 } ?� SAms Q&p 1 AT EITHER SIDE IAIN1- , r __ .. .. I Or©) 1f2"LAIN - OFQ) .A USE i"OR 2"MAX. I !- _•.__„( 610x1/2”S.M.S._J I ,� I� ____ _ (AS APPLICABLE)x2"xl/8"x0'-2" I __.._—-_ 610.1 f2"S.M.5,_/ a t6"O.C. __ { ALUMINUM CUP ANGLE f. 16"O.C. t' - -- ®/` (6063-T6 ALLOY)AT 69DHF.IGN�'T _ 61 \ (I) 6i G.7/2" 5. ,5. LOO& ,<\1_ (2)1/4"2 TAFCONS ANCHORS iC J SEE DETAIL%FQR„�'• 'NALL AT t"O.C. (LOCATE AT ! r a 5 j dR EITHER C of O j I OR Q- ' O 10 A^� /"�� SIDE GONWECTION 1�OR V.!' SEE DETAIL% FOR- �OR l'.?'\ TO TRACKS w® SIDE CON14ECTION 1 w®•�w®wt0•�« SEE DETAIL X F0 4 w w 6•O«e«10•�« TO TRACKS w n 6 7^•8 w10• SIDE CONNECTIOIJ 10•pw�•paQ•©w / i0•®6w 3w1 ®n 10•®a+©•®wl0•pw TO TRACKS 1 �`� �•pm .pw ..-fO.@-( •(7 -pw ©,O,©«©,Q•,p« ©•O•,„-�«i•:,•O•®w ©•©w�•pwp•�w p•®w�-®e.®'pc` p. 6« .�w®-R®�w �•�wl�l„�/-®�Jwo•�« B w . 3w �•© 6• wo• � 'ow©•� O•c�wo•o«c�•�«®•� o-®«o•�w�-ow©•® NDC N ECTION TA END CONNECTION DETAIL END CONNECTION DETAIL 3 END CONNECTION DETAIL d A REQUIRED ONLY FOR SPANS GREATER THAN 12'-0' �•-POURED CONCRETE OR • EXISTING ��-\}� ` —EXISTING GLASS CONCRETE BLOCK WALL GLASS 4 —"—"_- 4 _• REQUIRED ttJFl.SfPA^ATSCNJ 61tJV"tf2'"S.M.S a _----•'---"--- i 1D(7155(SEE 016"DEC. IA:d, I!/J �,u- ______ --".--_ •®ORQR jOft SEPARA7-ON V SC1iE0LE CtJ SF . 4 TO GLASS(SEE - 17 FOR BADE QAtiD CONCRETE ;' i/2'Mitt• 5GIEDULE ON SHEET ON SHZET 19 FOR ANCHOR 6 '-i t 1 FOR E•1DE 0Xq) "T- t OR j 3 OR j ORj CONCRETE SAXE iD&Q 12"O.C. 1 I �-y���7 ON SHEET 19 FOR r _____/i _ __ ANCHOR �� I 1 ErU 5.7\ , I /' �l E7AD-c5 iQ b' OR(g D.C. r-�•__�� if2 o MIN. -f .0 OR®OR j j OR 2")A9J. 1 \ 2"LAIN, �� • SEE Uh�nTA,ItOrJS Ci USE FOR /,'c� VIEW Y SHEET 19 7 OR j 3O OR j OR OR j �.._.— i (!)OR31 , PLAN DETAIL X Q OR ,DP 0w®-Ow®w t4-®« POURED CONCRETE oR mow®C77w® t0 ©'• — �` pwp.p„®p« END INSTALLATION CONCRETE BLOCK WALL IOpnp•ppp•©« ~\.._®•C� C O O Caw 1 , HV BLADE OR 4i 4 HV WINDOW BLADE INTO REQUIRED 7 1 w 6 7 •i CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL N ECTION DETAIL 6 ©«19 pwp p y a '�'� FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' 02017 aLTECO.INC. 0 201'7 EASTERN METAL SUPPLY,INC, BERTHA H TM ;� ►�' `� ¢� �+ Accordion Shutter System �. " 1s IIIGCO iNC� A.S.S.Ar / wu RAM #T w/4R w/o H.v.vnrmDw MADE w "C7 /Jygyy l..� An18fICOn $fT Utt61" $)/Sf9R1S EV.N DESCRIPTION DATE DRAWN Rr: L.C. %v •zY 't7(y TILUT TESTING & ENGINEERING COMPANY Q a Association, inc. DLD Ts-Das 7fuf1 DATE: 07/2767 C`r At••.4Z _ Q;t{ 1� 6355 N.t4.16'.6.St.St6.3G5.1:RG?h'b:L+d1C-'-`15.now.3316 4 Fhona (3 0519 7 1-1 310.Fox:(305)871-•1831 268 Westroods Drive x DRAWING No `� i¢ -m il:Uueco^.oDl.ccm West Palm Beach, Fl 37x47 3 f�17 Ti 4.T•,` 1,1; ..._._ t 17-107 REB-0006714 WALTER P. Jr.P.E. FLG.R.D<v..c.f f 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 10 OF 20 SCHEDULE 41 SCHEDULE 42 SCHEDULE #3 MAXIMUM SHUTTER SPAN* -L+" OR _L-_ MAXIMUM SHUTTER SPAN* "L+" MAXIMUM SHUTTER SPAN*1+" NOTES: I OR I-" (ft.) FOR OR I-" (ft.) INSTALLATIONS ,ft.). FOR INSTALLATIONS W/ CENTERMAIES, INSTALLATIONS W/ W/ SYMMETRICAL CENTER CONCRETE WOOD (1) L-: NIAXIMU44 ALLOWABLE SPAN FOR A GWEN IN/ ONE H.V. LOCK or Q5 or r & & W/ ONE HV LOCKS MANSORY POSITIVE A.S.O. DESIGN PRESSURE RATING, '%0. Vft or OR N1 NO LOCKING WALL A, B, C, D. E. M, 11 0 P. 0, MAX, ALLOWABLE SPAN FOR A GIVEN NEGATIVE HO LOCK IS`*f/ NO LOCKING RODS INE HV LOCK t or L-: CENTERMA7,1'_5 28@ 29 Vil ONE W1 NO LOCKING RODS 19 A.S.O. DESIGN,PRESSURE RATING. �Vv. MOUNTING F, K L R.'S,*& V. 1-0-1- LOCK 30 W/TWO LO(ONG (SEE NOTES T,tt) I'VALID FOR MOU14TING I@ (2j PROCEDURE TO DETERMINE MAXIMUM SPAN FOR RODS 35 TOP & BOTTOM MEE SHEET 7) FLOOR/CEILING G H 1 11 j T. U, W & X WALL.MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEILING: ��Ilo. Cowc*.TLE�'100d INSTALLATIONS 0 �.Um C=.lN 1106D M,00W. INCONCRETE MOUNTING M, GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING. so.OE S.D.=EOR &S�Q,,DEM STALLATIONS rRC5!;,,,,r WALL MOUNTING FLOOR/CEILING AME WALL PAOUInNG PREMIR DETERMINE MAXIMUM SPAN FROM SCHEDULE. rtanrtc MOUNTING Rx`,,C Ro , FLMR/CEIIJNG?I'D taind GIVEN A NEGATIVE A.S.C. DESIGN PRESSURE RATING, & (-J3 fo"J.) FLOOR/CCL.10 MOUNTING OR I. OR 1) (NR MOUNUNC. DETERMINE MAXIMUM SPAN I-"FROM SCHEDULE. _7-00 T�:Tfl-) _L N lUITER SPAN "L+'OR "L-* FOR L L 4 (ft) J-(If) I f (a) L-(ft) MAXIMUM SI 30 OR LESS i6'-0' TO*-O' 16'-0- 76'-0' 30 16,-0, 16-0* 30 INSTALtATiONS INTO Y.100D SHALL BE UMrED TO FINAL MAXIMUM. ALLOWABLE SPAN IS EQUAL TO THE 35 1+'-10' 14*-10" 15'-2" 105 psi.A.S.D. DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN "L+"AND "L - 1 .-to. W-10, 31, W-10" 40 40 13'-10" 40 14'-2" 15'-2'- 3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 4. 3,-1 13,-1 13-4- 14'-3- 45 I3'-1, 45 14'-3' t Hv CORNER CENTERMATE 03 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS %V/FLOOR CEILING MOUNTINGS: -5- iv-8- 13'-7' 50 121-5" 12'-5* so 12*-3' 13'_-i" MOUNTING INSTALLATIONS. LOCK114G SPECIFICATIONS 55 .-To* 12,-1" IV-1 1" 55 W-10, IV-10, 55 1 V-1, SHALL BE AS INDICATED ON MANDATORY CONDITION #2 FOR A GIVEN POSITIVE A.S.O. DESIGN PRESSURE ...... NOTE#5,SHEET S. 77-7 60 ll*-4, 1 V-4' 60 IT-4- _11�-7' 12'-4" 60 _..10'-2* lo'-11, RATING: DETERMINE: 65 to'-w" lw-lo, ii'-1' 1* 65 W-101- 10'-10' 65 L- MAX. SPAN FOR',WALL MOUNTING INSTALLATIONS. 10'-9" 70 I0,_6_ lo,-6* t 70 fl'-9, 9-4' L2+= IAAX� SPAN FOR FLOOR/CEILING MOUNTING 7. __75 O;_l. 107-1" 10'-4' 11'-1" 75 lO,_I* 10'-I" - ttEYCEPT THAT MAXIMUM SHUTTER INSTALLATIOPJIS. 80 9,-I0, .9'-10' 10*-0, IW-g" 80 91-10" 9,-Io" SPAN 'L."OR "L-*AND MAXIMUM&S.D.DESINQ FOR A GIVEN NEGATIVE A.S.O. DESIGN PRESSURE 4 PRESSURE RATING FOR INSTAUAM14S INTO CONCRETE RATING: Tor- 90 90 9,-3" OR CONCRETE BLOCK SHALL BE LIMITED AS FOLLOII& DETERMINE: I- CONIJEC71ONS 10 KEYSTONE MOUNTING L- MAX. SPAN FOP.WALL MOUNTING INSTN_LATIONS� 1 8'-9'....-9'-2"! 9,-G, W-9- LIMITED TO +64,-72 D...f. AND B'-O" SPAN. SEE L2-- MAX. SPAN FOR FLOOR/CEILING MOUNTING 100 8--g- 9'-7- too "-,. W-4. MOUNTING At SHEET 7. INSTALLATIONS. 105 S'-7- 7'-Il- 8'-K 105 5*-7' -11" 10 7'-7' 8'-7" 91-2" 110 8'-4" 7--F- FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL 10 THE -- MINIMU1,1 BETWEEN %W, 'L2+". "L,--AND 115 8,-2, 7-3- a---- 115 8'-2- 1 7--l' SEPARATION TO GLASS SCHEDULE .20 W-0, 8,-q 120 8*-o" 5''-i1" (4) GO TO ANCHOR SCHEDULE IlIfTH FINAL MAXIMUM 1 5 8'-0" S'-5" 125 7'-10-- 6,_6, ALLOWABLE SPAN AND NEGATIVE A.S.O. DESIGN PRESSURE RATING TO DETERMINE Mt.�KIMUEM ANCHOR 130 7'-8' 6*-5, 77',-10' 81-1" 130 7'-B' 61-5" MINIMUM -7-i;' 6'-2' 135 7*-7 WIND ZONE SPACING, 140 7'-5" 5'-1)' 7'-7" 7'-6" 140 7'-5" 5'-17" ASTM E-1996 SEPARATION _14_5 _7-3' S,-9, TO GLASS 150 7'-2' 5*-7' 7'-4" 71-0" 150 7'-2' 11-7. 155 7*-0' 5,-5, 7•-z' '-9" 155 7'-0' V-5, 1 THRU 3 5'-2' 7-1 V-7"_ 165 6'-10, S'-1' 7'-0" f 6'-4, 165 6'-10, 11-1. 170 -9' 4'-11' 170 17.5 61-7- 4'-9' C-9, 6 175__..._.__6-._6 -iO _6-- a44_''-- 185 - 185 6'-5- 4'-6- EF-7- 185 6'-5- 4'--_8695'''`_ '-6" (1) HV QLADE- 6 5 ii'6_ 6-4'_....... 190 6'-4' V-5v- -F95- 6'-3- r-4,77-1 200 6-2 2 -3, 200 -2' 1 4'-2 205 6 6,_3, 5'-1 205 6,_ ✓ FLORIDA BUILDING CODE(Non High Velocitl Urricone Zone: (9 2017 EASTERN METAL SUPPLY, INC. 02017 4LTECO,INC. � E t4s�1%,��, --I- ,Vl BERTHA WWI 7z Accordion Shutter System rILIE C 0 IN7\ A.S.S.Aa RV. BLADE#1 W1 OR W10 H.V. VANDOW RADE -0 TICCIT TESTING & ENGINEERING COMPANY American ShutterREV*No DESCRIPTION Systems DATE DRAWN 9Y,ULW./L(;. Association, Inc. OLD 15�085 :)7/27/0 DATE�. 07/27/1 6355 N.W.16-St.,St,.30S,vR��GxRDoAS,Fto�3316f none (305)871-1530.Fox:(305)871-1531 4268 Westroods Drive I DRAWING Mo West Polm Beach, FL 33407 3 WALTER A.TILLIT J,P.E. 4 rLORMA Li�j 44167 5SHEET P.E. SEA' RE/DATE -6 11 of 20 MAXIMUM ANCHOR* SPACING (in) SCHEDULE FORA GIVEN MAX, SHUTTER SPAN, &S-D. DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE ANCHORS SPACING LEGEND POURED CONCRETE SEE MOUNDl1Gs A,a.C•D AN0 ON SHED 6 POURED CONCRETE CONCRETE BLOCK TAPCON OR A WALL HEAOE MOUNTING A)41ALL HEAEIE MOUNTING 0 VIALL SILL OUNTING (P)WALL SILL t OUNTING C do r WALL HEAOER/SILL TAPCON WITH ADVANCED MAXIMUM W/ CA W/ 4 @ t4ALL HEAOER MOUNTING W/ W/ MOUNTING IREADFOR6S TECHNOLOGY SPAN (N) AS.D.D_E9tl7 NECATIA PlL5Y71RE R47NG ,»ASA.OE67C71 NEG4TK FFEMrRE IL11C6(Rs AS.D.OESRtII NE6tiNE FRESSM R4N&G,(D1+ASB.OESkt+NEGTSE PR�SL4tE.RA1NG Ds!A5.0., .. WIT+E PRRSIA¢(H1CX• at ASA.DESYl+NEGIM1;C PRESSURE MIR+D(R,. }ALL POINT'S SOLID-SET 30 4q 60l 75 40 120 760 205 30 40 60 _?5 90 t2o t60 2q5 30 40 6p J5 90 f20/60 205 30 4D 60 79 90 12o 16005 JO P 60 T5 90 720 160 20S ]0 40 8q 75 90 F2080 2tlS BLUE TAP 14 12 1D)9 B 8 6 6 14 9 8 8 6 6 14 12 10 9 8 6 6 6 14 12 10 9 B 8 6 - 14 i 1 9 B 8 6 5.5 8 B B 8 8 8 7 5.5 !. 12 rP 9 a s 6 6 14 12 10 '9 8 'a 6 @ i4 1z tD 9 e 8 6 s it a to 9- e e 6 G 4 12 to 9 8' B 6 6 B B B B e �s s 8 TA.PPEft+ OR t4 12 10 9 8 B 6 5 14 12 10 ,4 8 B 6 6 14 12 t0 9 8 8 6 6 54 52 10 9 8 8 8 3 It 12 10 9 8 8 6 6 8 fl 8 H 8 B 8 6.5 14 12 t0 9 B B 6 6 I1 12 '9 B 8 6 8 14 12 10 9 0 E 6 6 tt X12 10 9 8 8 6 tI 12 9 B 8 8 6 8 8 B U 8 B 8 7 14 t2 to 9ril 8 6 t is !0 9 8 8 6 6 14 12 10 9 8 8 6 6 t4 12 10 9 8 7 - - is t t0 9 8 7 5.5 ^ 8 8 B 8 8 7 5.5 4 14 12 t0 9 8 6 4 14 2 '9 B 8 6 6 14 12 10 9 B 8 6 6 14 12 10 .9 8 B S.5 1a 17 - 9 B d 8 8 8 B d 8 8 8 8 B 14 12 10 1 9 8 4S ^ l4 12 10 _' 8 8 6 14 14 12 10 0 8 B 8 6 14 12 10 9 8 8 - 14 12 t0 9 fl 8 0 8 e 8 8 8 B 6.5 5 ti 12 t0{9 8 fi 4 it 10 '9 8 8 6 6 14 12 t0 0 8 d 6 6 i+ 12 t0 9 8 8 - - tt 10 9 8 8 @ - H 8 B 8 8 8 7 5.S la 12 10 9 B B 4.5 - la 10 '9 8 8 fi 35 14 12 10 9 B d 6 6 to 12 10 9, 7.5 - __ 1/ 12 I0 9 7,5 SS ^ - B e B 8 7.5 5.5 4 3 * S££ ANCHOR 5'-0"[14 12 ID 9 8 8 4.5-^ !4 t 10 9 B 8 6 3.5 ti 72 t0 9 8 8 6 b ii 12 t0 9 B" 7 -�- I4 10 9 8 8 6 - 8 H 8- 8 8 8 H 8 SPECIrICgTIpN$ 12 10 9 8 S.5 - IS 12 10 9 8 B 4.5 14 12 10 �9 B 8 6 S It f2 10 9 B 3 14 12 10 9 8 7 B 8 8 A B 7 5 4 12 10 9 B 8 4 - t4 D 9 8 a fi ].57412 to 9 8 H 6 ,5 tt R t0 9 8 - - '.4 2 9 8 7S - - '8 B8 8� H 7.5 S5 4 ON SHEET 13 S21P 9 8 5.5 3 S4 1 t 4 8 8 45 - 14 12 10 9 8 8 6 6 14 t2 95 7.64 - - - 11 i 9. 7S 6.5 35 - - 8 8 B 75 6.5 4.5 3.5t2 10 9 B 5.5 - 11 9 8 B 4S 14 12 10 9 8 d 6 6 14 12 10 9 B 4 - 14 10 9 8 8 4 - 8 e 8 8 8 8 87- -. _. . _j_ _ - ......» -- _.12 10 9S -^ 14 12 10 9 8 8 - 14 12 10 9 8 H 5.5 35 14 12,,,10 9 4.5 - 11 72 10 9 7.5 4 - - B A 6 8 7.5 S5 4 3 12 10 9 d 5 14 12 10 9 B 8 4 14 12 10 9 8 B 6 5.5 14 IZ r095 - I- It 12 10 9 8 4.5 - - B 8 B 8 B 6 t2 fo 9 8 4 14 12 ID 9 8 &5 3 t412 !O 9 8 8 6 14 12 6 4.5 - - - - 14 t2 8 6S 5.5 - - 8 8 8 65. 5.5 17,-D. t2 168 14 12 10 9 8 6.5 3 - t4 12 10 9 H 8 6 14 12 10 9 6 14 12 10 9 6 7 - - 8 e B 8 @ 8 7.5 0 12 10 9 4.5 ± t4 12 10 9 8 t 14 12 10 9 B 7- 4 14 12 10 5.5 - 14 12 10 B &5 - - 8 8 8 8 6.5 5 3.5 - ii 12 t6 9 7.S .75 - it i2 /0 9 8 6 14 I2 t0 9 8 8 8 is 12 10 8 - - - - 14 12 10 E5 T- - -M 8 8 6 8 7 5 4 - 14 17 10 9 5.5 3 - 14 12 10 9 8 4.5 - - 14 12 10 9 8 B - 14 11 7 - - - - 14 11 7 5.5 3.5 - - 8 8 7 5,5 4.S J.5 - 14 'i2 10 9 8 4.5 - - 14 12 t0 9 H 8 - 14 12 10 7 4 - 14 12 10 9 8 3 8 8 B 8 e 75 7 4 ♦SEE LI41lTATTONS OF USE FOR 14 12 tO 15.5 J __ - 14 12 10 9 8 14 12 10 9^ B 5.5 i4 12 @.5 3 it 12 &5 7 4 0 8 8 7 5.5 4 3 BLADE'jq')pN $HEFT 19 14 12 10 19 5 14 12 10 9 8 4 t4 12 10 9 9 B - la 12 9.5 -T-- - - 14 12 9.5 75 4.5 - - - 8 8 9 - 14 t2 t0 6.5 4.5 - 14 12 t0 9 7.5 - - 14 12 10 9 8 - 13 95 4 - - - t3 9.5 6.5 5 - - - 8 8 6.5 5 4 S - 14 12 10 8,} 1 - - - 14 12 10 9 7.S - - - 14 12 10 9 8 - - - 14 12 tp 5 - - - 14 12 10 9 5.9 - - 8 8 B 8 B 8.5 6 3 9-O" _.." _...- 11 11.5 J.5 8 - _ _ _ 8 8 7.5 6 5 14 I2 8.5 4 - - - 14 12 i0 8 4.5 - _ - Ii T2 10 9 J,5 - - ti iiS 4.5 ^ - - - 14 12 101 0 1 14 12 10 9 7 14 12 10 9 8 - - _Lt 12 5 - - -1- 14 12 8 6.5 - - 8 8 B fi.5 5.5 4� - - 14 12 9.5 5 3.5 - 14 12 t0 9 5.5 - 14 12 1P 9 8 - - 11.5 8.5 - - - - - f.5 B.5 5.5 - - - (' - @ 8 AS 4.5 3.9 - TO'-0" to t2 4.5 } 3.5 i< 72 10 9 1.1 -_ - - it 12 10 9 8 - - - is t2 T - - - - - ti 12 ib 7.3 9 _ = 8 8 8 8 B 7.5 4.5 = 14 12 5.5 3 _ 14 12 10 6 3 - - 14 12 10 9 6 - '-� - 14 10.5 3 - - - 14 10.5 7 ].5 - B_ 8 7 S.S 1.5_3.5 - 7f 12 -9 a,5 3 - 14 12 t0 �4- S --^ l{ t'2 ia�9 8 - - 14 tt - - - �-� 14 11 7.5 - - - - - 8 8 7.5 6 5 - - 14 12 7 1 - - - 14 12 10 - 14 12 10 - - - - 0.5 B - - - - - - X0.5 8 5 - - - - - 8 8 5_ 4 3.5 - - - 14 12 7!- - �1., 14 12 10 - - - - 14 12 10 - - - _ 14 12 $ - - -+ 14 12 i0 - - - - 8 8 8 8 8 7 �S I1'-O' IC 12 4 =- t4 12 10 t4 t2 10 - - - - - 12.5 9.5 - - - `- - 12.5 9.5 6 - - - - 8 8 6 5 4 3 14 12 &5 - - - - 14 12 10 - - - - - 14 12 iQ - - - 13.5110 - - - - - 14 10 7 - - - - 8 8 7 5.5 1.5 - 14 12 5.5 - - - 14 12 to - - - 14 12 10 _ - 9.5 7 - - - - 9.5 7 3.5 - - - - - 8 7 4.5 3.5 3 - - 14 12 10 - - - 14 12 10 - - - - - 14 12 4 - - - - 14 12 10 - - - - B 8 8 e B 6 3 12^0"[14 12 JS - - 11 12 B --- - 14 72 10 - - - 17.5 8.5 - - -41 f.5&5 4 - - -- H 8 5.5 4.S 4 - t2 5 - - - - - 14 12 10 - - - - - 14 72 10 - - - - - 12.5 9.5 - - - ^ - 13.5 9.5 4.5 - - - - - 8 8 6 5 4 - - - 12 - - - - - IA 12 - - - - - - 14 12 - - - - - 9 45 - _- __�- _ : 62 - - - - - $ a g x s%5 =- 1? HV BLADE OR HV BLADE _._ _ _ - - 14 7I •- _ - 14 12 _ _ _ - ii 12 - __ _ _ - _ _ - t0 - I_,- - - �: •. 14 12 ^ - - - -- 14 _12 - - - - I - 0.5 5.5 - - - - -i 0.5 8 - _ _ _ _ -.'"' e e 5 ...i 3.5 14 _ W/ lA HV WiNDOW BLADE 12 - i- - - - 1l 72 - - - - - - it 12 - - - - 11.5.»6 - - - - '" ! s.5 05 - - - - - - 8 8 5.5 4.5 - - 12 - - - - - - 14 12 - - - - - - 11 12 - - - - - - @ 3 - - - - - @ 6 - - - - - - H 6 4 3 - - - WORKING IN UNISON 12 - - - I- 14 12 - i- - - 14 12 - - - - - 14 9 - - - - 14 12 - - - - - 8 8 8 8 7.5 4 - - 7 _T4 t2 ti t2 - 10 t - - _ - - - t0 7,5 - - - - - 8 7.5 S 4 14 11.5 - - - 11 12 - - - - - It 11 - - 10.5 6 - - - - 10.5 8 - - - - 8 @ 5 t - - i{ - ..._.,�.... - 74 _. - - - - - t4 - - - - - - 7,5 - - - - - - 14 _ _ -' _ _ _ - 14 _ - - _ 1 74 ... _ _ -' _ - _ li-- _ - _ _ - 0 B 8 7 7 35 15'-0" 14---"'1- _ ___ .' 7a ..- -- 14 _ _ _ _ _ _ g _ _ _ _ _ g _ _ _ _ _ -' 8 7%5 J.5 3 ti _ _ _ _ 1+ _ _ _ _ - _ 14 _ _ - - _ 10 _ - _ _ _ _ ;p _ _ - _ - - 8 75 5 t _ 14 _ - _ _ - _ 7 _ _ _ _ - _ 7 _ - _ _ _ _ 7 5.5 3,5 - _ - -_ .. .._-.. - $1 - - - - 14. - - - - I- ty - - - - ._.-......_ i< - - - - - - - 8 8 8 .75 6 3 - i 14 _ _ - _ _ - _. 1< - -. _ _ - '= 14 ' ]S _ _ - t4 •.-_..•.» »-.�'.•.. »•• 14 I4 - - - -•t.'N Hl .5 _. . _ _ q,5 7 4.5 �"LDf{NOtS High Y$IOCitV 11Urr1GOn8 Zone, FLORIDA BUILDING ) G14 2017 EASTERN METAL SUPPLY,INC. ...... ����± 02017 TILTECO,INC. - ,tt1 sic= .• ��,w_ �� BERTHA HV TM �1 L�E C O �N�. ,A■S.S.A. Accordion Shutter System m H.V. BLADE T W OR W 0 H.V.WINDOW BLADE .. - -�� American Shutter Systems E,,N DESCRIPTION DATE DRAY,N BY. I.C. TILLIT TESTING & ENGINEERING COMPANY t Association, Inc. I OLD is-Da5 7j27jt DnE: o7jz7,77 % 1 6355 N.ri.3Eth.51..5iv.3C5. IhV.OARCrh3.FLORIDA 3318 - . > 4268 Westroods Drive 2 .,•? it Phot (305)971-IS30.ret:(305)871-1531 _ DRA`NING No • �'^ '•., }t1 1�.••',� t e-mea:l2tot0000l.ton, West ?atm Beach, FL :53407 s 1 t E8-0066719 - ` -- - .,•t,$1 ......... .� tt _.._:•__CONAL tlo 111 WALTER P..TILUO Jr,P,E. -.... 11 rLORIDA Lic.f 44167 - 5 SHEET P.E. S61l /9WNATOREJDA'IE 6 12 OF 20 MAXIMUM ANCHOR" SPACING (in.) SCHEDULE FOR A GNEN MAX. SHUTTER SPAN SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A.S.D.�.�:IIGN.EGTK PRESSURE RAM AuD A CORRESPONQINi QNCRM OR CONCRUE B.IOCKK_INKS*,, tAA IONS (SEE MOUNTINGS E.G,&H ON SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED COltCREIE/CCNCREIE BLOCK POURED CONCRETE (A) TO EXISTING POURED CONCRETE;(tin,t'c - 3 kbi) MAxuuM OE WALL SILL MOUNTING G@ CEILING MOUNTING O FLOOR MOUNTING - 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BULOEX. (Min. Fc 3 lei) SPAM ANCHORS SPACING I.EGfNO - 1/4'0 x 3f4'ALL POINTS SOLID-SET ANCHORS.AS DISTRIBUTED BY ALL POINTS SCREW,HOLT do SPECIALTY COMPANY. (Min. Pc=3 1.;) (fQ A 64tG+rCGtihE PRESSWQ RATLYC psi S0.ILL-di NEGATIVE PRESSURE R+T!VG(Oaf Sa.O'a16T1 xED,tlK F6FSN9E RAICIC pal - t/4"P BLUE TAP CONCRETE ANCHORS W/CAP AS 61ANUFgCTURE6 BY FLORIDA FASTENERS DIRECT,INC. (Min.Fc 2 ksi) .........__....._.. T 'OTA OR 30 <0 60 75 90 120 160 205 30 s0 60 75 90120 160 205 30 40, 50 75 f 90 120 160 205 TAPCOtt WITH ADVANCED Ifo"0 TAPPER"ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC,AND DISTRIBUTED BY ALL POINTS SCREW.HOLT&SPECW,.tY 14 72 t0 9 e 8 6 205. 14 12 t0 B_ 8 6 6 E t4 12 10 9 8 8 6 S THREADFORM TECHNOLOGY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 3'-0` 14 12 10 9 8 8 6 5 14 12 t0 9 8 8 6 S 14 12 10 9 8 8 6 6 (Min.Fc m 3 ksi) ALL POIttFS SOLID-SET DR LESS 14 12 10 4 8 8 6 6 14 12 10 9 8 8 6 6 14 12 t0 9 8 8 6 5 BLUE TAP W/CAP NOTES: T4 12 t0 9 8 8 6 7 N 12 10 9 ( 8 6 6 14 12 10 9 8 8 6 6 A.1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 14 12 10 9 8 J 5.5 3.5 1! 12 10 8 8 $ 6 B to t2 f0 4 8 8 6 5 TFPPcR+' ANCHORS 3S i 3f4",AND FOR BLUE TAP Wj CAP ANCHORS IS 1 1j2•. 4`-0• 14 12 t0»9 8 R e 6 u 12 t0 9 R e -6 8 14 12 l0 9 8 8 6 5.5 i4 12 10 9 e 6 6 4 t4 12 10 9 8 8 6 4.5 14 f2 i0" 9 B e 4 3.5 A.2)MINIMUM EMBEDMENT OF 1/4.0 x 3/4 ALL POINTS SOLED-SET ANCHORS SHALL BE 7/8•INTO THE POUREO CONCRETE.NO EMBEDMENT N 12 10 9 8 8 6 4,5 14 12 10, 9 8 8 b Ss 14 t2 10 9 8 8 6 4,S INTO STUCCO SHALL BE PERMITTED. 1/4-0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 t2 10 9 1,5 5.5 3.5 - 14 12 10; 9 B 8 6 5 14 12 10 9 8 7 5.5 4 •SF.E MM;rn- Or VSE r0; EXIST,AND I"MINIMUM FOR WALLS WITH NO STUCCO. 14 t2 10 9 8 8 6 6 14 12 10; 9 8 8 6 5.5»14 12 10 9 8 8 6 4.5 RI.M4A+ON 6tFE7 19 5-'D 14 I2 10 9 8 J 4 - N 12 10' 9 8 6S 5 3.5 14 12 10 R 615 5 3S ] A.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, '1+ 12 f0 9 8 7.5 4.5 - 14 12 10 9 8 8W 6 14.5 14 12 IO 9 8 6 4.5 ,75 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON i+ 12 9.5 23 8.5 4.5 - 14 12 10 9 8 73 5.5 4 14 12 10 9 8 6 4.5 3.5 NOTES At)&A.2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EIPS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 14 t2 t0 9 8 8 6 - 14 12,.10,9 8 8 8 5 14 t2 t0 9 8 6.5 5 JL5 INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20, 6-O" 14 12 t0 9 7.5 5.5 3 - 14 12 10'8.5 7 5.5 4 3 144 12 8w 6,5 5,5 S 3 - 14 12 10 9 8 6 - - N 12 toy 9 9 6.5 5 3.75 14 12 10 8.5 6 5 4 - (B) TO EXISTING CONCRETE BLOCK;(ASTM C-90) 14 12 R 8.5 5.5 J - }4 12 10 9 8 6.5 4.S JS /4 t2 70 6 7 5 3.5 3 - 1f4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BULDF.X. i4 t2 t0 9 8 8 - - ist2 to�9 9 5 4 ii i2 10 9 7,5 S.5 4 3 - 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS.AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. T-0` - - - - 1/d-0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. 14 12 10 R 6.5 4 - - 14 12 9 7.5 8 t.5 3.5 - 14 10.5 7 5.5 4.5`.5 - - _ /j4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC„AND DISTRIBUTED BY ALL POINTS SCREW,BOLE&SPECIALTY 14 12 10 8.5 7 + - - 14 12 ttl 9 73 5.5 4 14 12 9 7 JL5 ..5 - - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC, 14 11 7 5.5 4,5 - 14 1Z 10� 9 7.5 S.S 4 14 12 9 7 8 4.5 J _ _ ..111 It A t4 12 10.8 6.5 5 3.5 $'-0" 1a 12 10 9 8 6.5 - - /4 12 t0' 9 8 6 4 - NOTES: 14 12 8.5 7 5.5 3 - - is 12 8.6.5 5.5 4 3 2.5 9,5 6 15 4 3 - 8.1)MINIMUM EMBEOMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4•AND TAPCON 14 12 9.5 7.5 6 - - 14 1,2 9.5 B 6.5 5 --i 14 12 8 6 16.5 4 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1". 13 9.5 6.5 5 3.5 - 14 12 10 8 16,51 5 - 14 12 8 6.5 5 4 N 12 10 9 R - - - i4 t2 t0 9 7,5 4.5=_ N 12 8.5 7 5.5 4 - - 8.2)MINIMUM EMBEDMENT OF 1/4"D s 3/4•ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO g•_O• .. _....._._. _.._.__............. t4 NILS T,5 6 4 - - 74 _11 7 5.5 5 3.9 - -1-1 8 5S 4S 3.5 - - - EMBEDMENT INTO STUCCO SHdtL BE PERMITTED. Tj4'0-20 S.S.MACHINE SCREW USED SHAH BE t ij2'LONG MINIMUM SHOULD STUCCO 14 12 8 6.5 4,5 - U f2 8.5 o S.1 4 � '- 14 t0.5 7 5.5 6 4,5 - E%157,AND I'MINIMUM FOR WALLS WITH NO STUCCO. 113 6.5 5.5_4 14 12 9 7 6 4,5 -_ 14 11 1 5.5 4,3 3,5 - 10'-G` 14 72 to 9],5 - - - 14 12 10 8 8,3 5 -- ti i2 8 e 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 NOLs 7 5 3.5_- - 13 B.5 6.5 5 4 3 - - 10 7.5 5 4 3 - ANCHORS SHALL BE LANG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SATO WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 Il 7,5 S.5 - 1a IIS 4 fi 5 4 ' �- 723 9-5 b i 5 i 4 NOTES e.1)&8,2)ASDVE,FOR INSTALLATIONS ON VINYL SIDING OR OFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER 105 8 5 14 12 8 6.5 5.5 4 13 10 6.5 5 14 3 _ FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. la 12 10 - - - - 14 172 9 78 4.5 -1-r io8 7 S.5 1.5 L-1-1 t-D`I2S 95 5 - - =i-`- i2 9 6 4.5 4 3 - J SS 3.5 (C) ANCHORS SHALL BE 44STALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANGHOft'S MANUFACTURER. 01403 ] 5.5 A,5 - - 5 B.S SS 4.5 .]5 -4 - 9.S 7 4S - - 14 its 73 6 S - - 9 6 4.5 < (0) S£E SCHEDULE BELOW FOR ETJGE DISTANCE(E.D,)VERSUS SPACI2G RELfiTiONSWP FOR ANCHORS. 12-0" 14f2101412B 6.5S.S _ 10 6.5 5 4 - - FIZGE�ITANCE VE5U5 SPACI17.5 B,S4.5 11 8 5.5 4 3.5 6 4 3 MAXIMUM ANCHOP SPACINGS ARE VALID FOR EDGE DISTANCES INDICATiD BELOW,FOR E.D.LESS THAN THE 44MCCATED.REDUCE ANCHOR SPACING 3.5 95 6 - - - - - 13 9S 6.5 5 4 - - - S e- 5 4 _-» - - - BY MULTIPLYING KPACINO SH,O'WN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 6.S 14 10.5 7 &5 4.S B.S 5.5 4.3 REDUCED SPACLYC OBTNNEO USIY.G FACTOR SHALL NOT BE LESS TFIAN 41Nil.!UAI SPFCR:G INC;CAT"c0 POR EACH ANCHOR TYpE. t+ i2 - - - - - - 14 IS 7.5 6 5 - - 9 6 4.5 4 FACTOR 0.5 6 - - - - - - 10 7.5 5 4 3 - - - 5.5 4 3 - - - ACTUAL TAPCON WITH ADVANCED TAPPER + 2.5 A5 - - - - - /2 9 6 as a - - - 7s - - - - EDGE TAPCON ALL POINT SOLID SET BLUE TAP W/CAP 1 V BLADE OR DICTANCETHREAOFORM TECHNOLOGY MIN.SPACING 13 9S6.5 5 - - - - 5 7.5 5 4 - - _ - EDMEN.SPACING 3MIN.SPACING -3" MIN.SPACING-3 1/2' MIN.SPACING 3" 3 3/4 4i414 IDS 7 5.5 - - - 8.5 5.5 4.3 - 14'-0"- _ _ _ HV BLADE W POURED CONCRETE& /cTIaD WiDtEf£B.000 POURER COh'CREfE& POURED CONCRftE&pOU� YREIE COnT37eTe:8004 10 7S - - - - - 9 7 4,5 3,5 - - 5 33 3 - CONCRETE BLOCK CONCRETE BLOCK CONCRETE BLOCK11.5 6 - - - - - - 1t R 5,5 4.5 - - - - 6.5 4S - - - - - 1 ' HV W DOW IAN.ED*3• MNE0..3t/2" IAN E0..2 1/2' LEN.E0.•3 1 ' MILCILMN EO.•3 1/2`MN ED.•21/2' 7.5 _ _ _ - _ - _ t2 9 6 - - - = e s - - - - - BLADE WORKING» - _3_..__..»»..-..»...1:0._._. 0.90 1.0 0.78 1.O 0.841.0 15-0" 14 - - - - - 3.5 10 6.5 " 0,81 1.0_.-_ -� -0.67se.s 6.5 s 3 _ _ _ _ IN UNISON t0.5 8 8 4 . _ _ _ _ 2D11.5 8.5 5.5 - - - - 6.5 4.S - - - - - 1 3 4" - 091 - - - 0.43t4 _ _ _ _ _ _ - 12.5 9.5 6 _ _ _ 7.5 5 - ( j8- 6 4 _ -. - _ 4.5 3. _ _ j20. 0.359.5 7 5 - - - - 6 . - - - FLORIDA BUILDiNG CDOF_(Non Higr, Velocity Hurricane Zone 4111IEVi A. 02017 TILTECO.INC. 17 EASTERN METAL SUPPLY,INC. ,iC6yVLLt� FT �9 , BERTHA HVTM U A■S.S.A. Accordion Shutter System H.v. MADE#1 w/az w/o H.V.vatlDav aLacE w'b: Q /A" ! TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems Ev.He DESCRIPTION DATE DRAWN BY: I.C. 7r.pp Association, Inc, i OLD 15-085 7/27/1 DATE. 07/27/17 "'�• }Y'7 . . b355 H.N.351+.Si,Si,.N05,%1".A G+ROD,'S,Rio.DA 3316 Phone:(305)871-1530.Fox:(305)e71-I531 4268 ;:'estrobd9 Drive zDRAWING No QfilII7�+ 4 4-moa:rR4cctcol.corn West Polm Bench. FL 33407 3 _ ^ (_ V �$t/n...........�\,PiTt'y41t44 _ VY.tLTEP.8A,0LlTl4r.P.E.- 4_ __ 1 O7 VA� _.. ... FLORIDAUe.A 4416? F5 SHEET TVAz(�d.` DATE It 13 OF 20