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1881 Beach Ave pow— .4 IA_lo w 4!5 J C NOTE: THE EROSION CONTROL LINE SHOWN HEREON, RECORDED IN PLAT BOOK 35, PAGES 59, 59A & 59B OF THE CURRENT PUBLIC RECOlut OF DUVAL COUNTY, FLORIDA, WAS ESTABLI34ED AS THE SEAWARD BOUNDARY OF ALL OCEANFRONT VAL �OUNTY BY FLORIDA PROPERTY IN DU STATUTES CHAPTER 161.191 "2t/"�o a'WIAI"Zov d -s 7 zz- X-7 it 3.7' onsommmomEw /0,-g Apo, 44 /-f .0 %3 ;4t A5 7 k IK\ RAI k 3- SroAy',ARA^f0 I!- 'Ilk THERE MAY BE RESTRICTION UNES OR EASEMENTS THAT AFFECT THIS PROPERTY BY ZONING OR RECORDED IN THE PUBLIC RECORDS /A IV/ OF THIS COUNTY THAT ARE NOT SHOWN ON THIS SURVEY. 04 NO BUILDING RESTRICTION LINE BY PLAT . 7' FLOOD ZONE "X" IS THE AREA OUTSIDE THE 500 YEAR FLOOD Lk AND FLOOD ZONE "VE" IS THE AREA OF THE 100 COASTAL FLOOD WITH VELOCITY HAZARD, BASE FLOOD ELEVATION IS 14 FEET ABOVE NEAN SEA LEVEL AND ALL SHOWN ON FLOOD MAP REVISED APRIL 17, 1989, COMKUNITY PANEL NO. 120075 0001 D 144 .7,0 7,41; 79�7r.-f-7OW 10 ev 200 01V"AofAr1VrW 4-Ir- oW - 4 J4 AJA-1,A 1 7- l/. A7 L 17 -,44 aa e�:e,0475&rlC 7- AVAIA01 All v I HEREBY CERTIFY TO 4.140Y,4. c1ENA(F56; 00"'401A,r 14WESIDE 44�Np�AIO,1AX.; SrEWARr rff4E OF IN ?."wmamwAmw 't'* .. . J4eA'6,0NV14L4f,IAIC.; Adr$W f 0580,eAlF,PA WFAIr THAT THIS SURVEY ME.ErS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD Ilk OF LAND SURVEYORS, PURSUANT TO SECTION 472.027 /,/.,Ojr ;oo sip FLORIDA STATUTES AND CHAPTER&1c.117-4 FLORIDA ADMINISTRATION CODE. o' .. ............. % cp It\ /s o'/'40") -d) . - -- -' , - und�* 2C- 7V S11,0)V AN& 94IRVFY AWV15-a0' 'f'Z-13 7 M !!rAVk'l A0,0W;wWW1e IH44W-f Plot., PROFESSIONAL 0 supwryn Old eECVECXrD .9-13-9&rOMIA16&IA7VFYIIP7VD4,-- 19 A'�4.--0/, 105�� 72P 5,4'eAV &k24SX-44 DATE 4ple Im -7 4,, '—.,d�WZ7 01-AwVd7-1e:W-lV KIS KAM RAIN X15A SCALE: ,�2wVl 52-r7 /.1-05 rP svV0,w-4,lAvy7,V,*-'d4 -4- 95 rO BA"IA16 5,1,9VEY UP rO DA715. '4 7",-,Y THIS SURVEY NOT VALID UNLESS THIS PRINT IS EMBOSSED WITH THE SEAL OF THE ABOVE SIGNED. A"".Sir poeewmlp) SO4,0- FILE NO. AE P" < w 30 j 0 Z W 0 w uj ING 1011 w EXIST CL COLS z 0 w LLJ < SrCCL FAA :6 MODIFY SHEAR WALLC AO 104�TA4t_ MER ENGINEER me) 6'-8" < OU15LE L) Lu EXISTING 0 < m 514EAR WALL LAJ NEW VXW ---� WINDOWS m C-) 00 EXISTING 4X6 COL EXISTING 4�& COL 00 , 0 REMOVE EXISTING STOVE 4 FLUE IVED 04 L 00 0 ch C3 PARTIAL FIR5T FLOOR PLAN JEFFREY K. HULSBERG, P E. 2955 HARTLEY RD.. SUITE 202 C) JACKSONVILLE. FL 32257 (9041-886Z.2401- J FA -0"-Z6,11-4361� LL 4 0 /Av/0 z 7 - 57 fe NOTE: THE EROSION CONTROL LINE SHOWN HEREON, RECORDED IN PLAT BOOK 35, PAGES 59. 59A 6 59B OF THE CURRENT PUBLIC RECO DS 4 A OF DUVAL COUNTY, FLORIDA, WAS ESTABUSHED 140# ALL OCEA14'RONT AS THE SEAWARD BOUNDARY OF PROPERTY IN DUVAL COUNTY BY FLORIDA STATUTES CHAPTER 161.191 gw 5 7 rZO 1040) ;.7' Cj 7777 wwm-w lst'Slw' d' y�� /'o _"w 4q, 3-!FMox?' RECEIVED MAR 1998 lki City of Atlantic Beach Building and ZOning NO BUILDING RESTRICTION LINE BY FLAT FLOOD ZONE "X" IS THE AREA OUTSIDE THE 500 YEAR FLOOD V\ AND FLOOD ZONE "VE" IS THE AREA OF THE 100 COASTAL 14 FEET ABOVE MEAN SEA LEVEL AND ALL SH OWN ON FLOOD FLOOD WITH VELOCITY HAZARD, BASE FLOOD ELEVATION IS MAP REVISED APRIL 17, 1989,, COMMUNITY PANEL NO. 120075 0001 D L4�IL Ov- '7' �4�o 4-1A .41�141 4-/7 4--3r AF A 11V At 7-s 2'6 XW XIMVRf MA4W '0"O�A-'v 04F-01�) I HEREBY CERTIFY TO: AfA7r#EJoVrAoW184WjAw 't e.AtE10.4%, SrEW.4ofr r1r4E 610RWI&CO.;rlAvSr 60 WA&F FeDEW.4i VIA166 4e4a0f,463At arRLIM.40 e4WA17Y THAT THIS SURVEY MEETS THE MINIMUM T17LCHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD A90 05 14V OF LAND SURVEYORS, PURSUANT TO SECTION 472.027 . .......... fie FLORIDA STATUTES AND CHAPTfWCWej-1;t4 FLORIDA ADMIP41STRATION CODE. IWO, AWWV&� 2-26-M 7V�OWJV ANW 541,WFY 16[E t7 uuwZ0 A, e'e AWNWkWAD :9-13-9&M BWhVS %"EY 04rE� Am "wo Wvl*ff 4 1 A*4 0 72: DATE owAvw leg I CWOW,'OrA&-7- to 7-5' SCALE: w-I-17 1A., 95 7V &"A.W &IRVE)l 4AP 7V DA rZ. "/.I'-f 7".#W. x 'VW"-AVO j*W'0W,4W) THIS SU*VEY NOT VALID UNLESS TH'I'S PRINT 19 EMBOS"D WITH THE SEAL OF THE ABOVE SIQNSD. FILE NO.. _m"IMUM HEADER SPM �SEE HEEAE1 IkW-4 OR cX v /___0 Cont. X GENERAL NOTE ........... I. ROLL-UP SHUTTER HAS BEEN DESIGNED IN ACCORDANCE WITH T14E 1997 EDITION OF 714E SIANDARO BUILDINC CODE SECTION 1606. 110 m.p.h. DESIGN WIND LOADS SHALL BE R&SE')CM A W11,11MUM WIC WIND SPEED m OF INSTAL-010N X OR AS REOLPE3 BY THE LOCAL MUi4CIPALM OR MIERmENI AGENCY W ERE OF ROLL -k.P SHUTTERS WILL BE PERFORMED. DESIGN WND LOADS SHALL BE DETERMINED IN ACCORDANCE WITH SECTION 1506 OF THE 1997 EDFFICN Of T14E STANDARD BLILDING CODE. (�4) (UNLESS OTHERwt E N ED) 2. ALL ALLINIINUM EXTRUSIONS S14ALL BE 6063-TO ALLO'r S GT OR (A�9� ELO PONT AND 3. ALL SCREWS TO BE STAINLESS STEEL 304 3R 316 SERIES W/50 k9I Y: 90 k9i TENSILE STRENGTH. `Typ.) m ALLOY. GALVANIZED OR STAINLESS STEEL WITH 36 ksl 4. DDLIS TO BE 2024-T4 ALULoNNU ==3W j MIN111014.11,11 YIELD 30IN7. 13 P P SHALL RELWN IN PLACE AT ALL TTWS. p p a. 5. STORM EARS P P P P 41 8. ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTEO) OR (H (A) TO EXISTING POURED CONCRETE: e kl�f) — — ====---------- /A- 0 TAPCON ANCHOM AS 14ANUFACILRED W i.T.W./RAMSEI OR ELCO INDUSTRIES- Iryp.) RAWL PERMAWL TAPPER, AS MANUFACTjREO BY THE RAWL PLUG COMPANY, INC, ITW/RAMSET DYNABOLT SLEEVE ANCHOR. 11A V rA OR NOTES: ____4_u A.1) L41NImUM EIAEIEDKNT Or IW-ON ANCHCRS. RAWL PEPMASEAL TAPPER ANCHORS Ar OYNABOLT kTyp. Ea. END) SLEEVE ANCHORS INTO CONCRETE S14ALL BE 1 1/2. A.2) IN CASE THAT ppErAST TONE. PRECAST CONCRETE PANELS. OR PA)VERS BE FOUND ON TI-E EXISTING WALL OR FLOOR.ANCHORS SHALL BE LONG ENOUGH -�O REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.A,10,01RACE SHALL BE 1 1/2" MINIMUM. 4 1 (B) 10 EXISTING CONCRETE at— WALL W_ OR 11A'*TAPCON ANC40M AS 4ANUFACIURED By I.-.W./RAMSET OR ELCO INDUSTRIES. X .4 1/4'0 P&WL PERMA51A� 1APPER, AS MANUFACT)RED SY 'HE PAWL PLIP', COMPAW. INC. Max. S'�Al SPAN (SEE SCHEOU_E) N-5 1 5 114'4 fT'W/R*M5ET 904ABOLT SLEEVE ANCHOR Max. STORM BAR SPAC114G (SEE SCHEDULE) NOIES: AWL PERksASEAL TAPPER AWHORS & OYNAeOLT 8.1) mmmUm EL43ECWNT Or TAPCON ANCHORS. R SLEEVE ^NC-40RS INTO THE CONCRETE BLOCK L"r -44-.. SLAT SPAN (SEE SCHEDULE SHALL BE 1 1/4'. TYPICAL MULTIPLE UN:T ELEVATION (STORM BARS REQUIRED) 112) It,, CASE THAT PRECAST STONE Oq PRECAST C014CRETC PANELS 3E FOLNO ON THE E-XISIING TYPIC�kl_ SINGLE UNIT ELEVATION (NO STORM BARS REQUIREPI WALL. Af,1CHOPS SHALL BE LONG ENOUGH TO REACH -HE MAIN STRUCTURE BEHIND SJCP NCITE: SEE SHEET 2. 3 & 4 OF 19 FOR COMPONENTS NOMENCLATURE. PAWLS. AKHORAGE SHALL BE 1 1/4" KmN"jw. NOTE: SEE SHEET 2. 5 & 4 OF 19 FOR C'WPONENTS NOMENCLATURE. NS AND SPECIFICATIONS SEE SECTIONS ON SHEETS 5. 6. 7, 8 & 9 OF 19. (C) ANCHORS SHALL BE INSTALLED FOILOWING ALL OF THE RECOmENDATIO SEE SECTIONS ON SHEETS S. 6, 7, 8 & 9 OF 19. OF THE ANCHOR'S L4ANUFACTURER. 7. IT SHALL HE THE RESPONSIBILrry OF THE CONTRACTCR -TO "EFNFry THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TC. BE ATTACHED TO INSURE PROKIT ANCHORAGE. �_Nlcx. HIEADEQ S & Max. WULLION SPACING S. ROLL-UP MECHANISm NOT PAW OF TH;S DESIGN. Fox. MULLION SPACING1 (SEE SCHEDULE) w D @ QGR 11� w 0W-2 OR W-3 Cont. v X "W X X it OR M T OL If __-�D @ OR rN Q OR M OR =� If (A It it ;: it OR "�Ec, V& If it LTYM it If if I rl 11 — — Yi 1w + it �! - 1 2 1999 I I I Ir-DD (Dc 0 1 1 0 ; 0 1 OK z 0 AlPi* H . ....... qp;;=�-T r OR C N z IQ71/ . ....... My -OF 8 lxc%wic Beac� I: I 1 11 @ — — gi 1: BUIL, 0 -ryp,) %%d Zoning it -----IWL 9 U 3R v it 2419 24199 W—_� r, ==3W Pyp. Ea. END) ---------------- R It It 2 OR v W-3 v Mow. SLAT SP01 (SEE SCHEDULE) E) may. STORM BAR SPACING (SEE SCHEOUL May. SLAT SPAN (SEE SCHEDULE) (STORM MIRED) TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION (NO STORM B�RS RECUIR TYPICAL CONSECUTVE MULTIPLE UNIT ELEVATION S. B. C. NOTE: SEE SHEET 2. 3 & 4 OF 19 FOR CCWPONENTS NOM CLATuRE. NOTE.- SEE SHEET 2, 3 & 4 OF 19 FOR COMPONENTS NOMENCLATURE. SEE SECIIONS ON SHEETS 5. 6, 7, 8 & 9 OF 19, SEE SECTONS ON SHEETS 5, 6. 7� a k 9 OF 19. ROLL-UP SHUTTER SCALE 2/03/99 ROLL-A-WAY DATE STORM AND SECURITY SHUTTERS — /11LIEC 0 -mc. 10597 OAK STREET N. E TILUT TESTING & ENGINEERING COMPANY St, PETE"BURG. FLORIDA 35716 99 - -05 '595 Nx 361 st-,sle- 217,VlqCINLA GA�PDEIVS. Fl. 3318 ph� ;h(305)a7 I-1 530 . Fox ;(5m)671-1531 0ATr DRAWING "a 1 3ATr 1 OCV. OM-4 WALTER A. 1ILLIT Jr., P. E. 1 _3 SHEET FLORIDA Lic. # 44167 2 1 Or.) .0w 20(r ploo, 5.675, .845' 125- 250* 093'R. F.1001. .100, -1 -.100- (Typ.) 094- F 0 8 '§ F .015 (Typ" 32 0. yp- .100* '8 L .150- L ,roo 2.1 62"= 7.2W TYPE 1A HEADER TUBE 6005-TS ALUMINUM ALLOY TYPE 2 -HEADER TUBE TYPE 3 HEADER TUBE SCALE: FULL 6005-T5 ALUMINUM ALLOY SWS-75 ALUMINUM ALLOY SCALE: FULL SCALE: FULL F J 25"- -.125" 04 lyp. rvw M2' -.125' d Typ. 25' C, 3.000 3.00w 3.000, L-2MW -2.000* 3.000" 3.0w TYPE 1 TYPE 2 TY P E 3 1 TYPE 4 11 TYPE 3 MULLION D i P I CL TYPE 1 MULLION TYPE 2 MULLION 6061_TG, OR 6M-75 ALUMINUM ALLOY BUILD OUT TUBE BUTI OUT TUBE BUILD OUT TUBE BUI D OUT TUBE om 6063-T6 ALUMINIUM ALLOY LOY 6063-76 ALUMINJM ALLOY 6051-76 OR $005-T5 ALUMINUM ALLOY OM-75 ALUMINUM ALLOY SCALE: FULL 6061-TO OR 6005-75 ALUMINUM ALLOY 606 1-T6 OR SM-75 ALUMINUM AL SCALE: FULL SCALE: FULL SCALE: FULL SCALE: FULL SCALE: FULL SCALE: FULL -2.700' 250" F_ r .12s, .125" § TYIL .081 -1.243"- Typ L .025* OP W (5) (Typ.) 1 -.125" W .030'R. (4) .030-R. (4) 2.000"---1 125V"- - (TYZ") I;2V L02 1`7 a. 3.000 _,030"R. (4) A le x 2" ANGLE x 1 1/2" ANGLE .4W- I_ t x 3" ANGLE I - 1_. L.21,,J Li 6063-76 ALUMINUM ALLOY 627* 6063-76 ALUMINUM ALLOY 6063-TS ALUMINUM ALLOY .2", .405" .025' 0P g(r (5) SCALE: FULL SCALE: FULL r SCALE: FULL .750* -4.647' 1,2w- 2.2W': 1 20C 2.6967- SSG TYPE 1 & 2 TYPE 3 & 4 MULLION BRACKET 6061-T6 CR 6005-T5 ALUM NUM ALLOY -3.000 STORM BAR BRACKETS STORM BAR BRACKETS SCALE: FULL 1.47V--1.525- In 6061-T6 OR 6M-75 ALUMINUM ALLOY 6(*1-76 OR 6W5-T5 ALUMINUM ALLOY -2.WO .250" SCALE: FULL -1.250"-w- 460 4T SCALE: FULL .300 .3w--I ---- .102 �60 12,R.Ow" r V 45' R.015 In .130' om 0 otl .14V �30-Lli ON4 5' JR.01 062, S. B. C. I i f AS SHOWN r5- ROLL-UP SHUTTER SCALE it.260' 1.065"- 2/03/99 (I J) TYPE 1 SIDE RAIL TUBE SPACER ROLL-A-WAY DATE & TYPE 2 SIDE RAIL 11LIECOi STORM AND SECURITY SHUTTERS W63-T6 ALUMINUM ALLOY 10597 OAK STREET N. E. W63-76 ALUMINUM ALLOY 6063-75 ALUMINUM ALLOY TILLIT TESTING & EMNEE11"NO COMPANY SL PETERSBURG. Ff. 33716 99 - 25 SCALE: FULL SCALE: FULL SCALE: FULL ft"ww. 3ath.St..Ste 217.VIRaw"G"OM. F1 33168 pw*:(305)071-15,W.I= : (305)871-1531 riv.we twumn" otsca"m gar ORAWNG No WALTER A. TILLIT Jr.. P. E. OLD 24-79 17/03/!j s I SHEET 3 OF 19 FLORIDA Lic. 44167 - I __ 1 16 1 POURED CONCRETE OR CONCRETE GILOCK POLFKO CONCRETE OR POURED CONCPETE OR REOUIRED CONCRETE BLOCK CONCRETE BLOCK E OR 03 111 112 . 11, S* M. S. PEOUIRED REODUIRED V. 1 ODD. DULE ON �SME EOULE ON Mir, (SEE SCHE !14E ANCHORS OR SKET IS Or 19) CONCRETE SHEET 15 OF 19) rEC DULE ON ANCHORS OR SHEET 15 OF 19) Wn. 111 12 1" S. M. S. (SEE SCHEDULE CONCRETE ANCHORS U w ON SHEET d W.n. @6 ol (SEE SCHEDULE ON d (SEE SCHEDULE ON is OF 19) SHEET 15 OF 19) SHEET 15 Of 19) A @ OR 0- ED OR OR ---(Du ft wl d' SCHEDULE) (�4) d A .250 1 6 @7 _4� @ OR @ 81 @5 jEllULE poupw C*#Cft7E CIR X3 IA co"COVE ajam Al @ 250 REOUIRM @2)) A3 4 / (0/ 0 R nAg xi 12 S. M. S. ..LEE fSEE SCHEDULE ON (D4 \—e OR OV SHEET 11 OF ig) o7 (B @) SECTION P P Dot (V57 X2 OR V F X2 OR(@ (1) WALL MOUNT > @9 SECTION P P (2) BUILD-OUT W-1, W-2 OR W-3 SECTION P P (3) SIDE WALL MOUNT SECTION FOR TUBE SPACER DETAIL �p POURED CONCRETE CONCRETE ANCHORS SECTION 0 0 MULLION MOUNT REOUIRED (SEE SCHEDULE ON SHEET 15 Or 19) CONCRETE ANCHORS 0 12' 0. C. (SEE NOTE) (BEYONC.. TO SIDE WALL) POURED CONCRETE (SEE NOTE) REOVIRED POURED CONCRETE REOUIRED OF? v (2) 12 1' S. M. S. Of, -— —— — — A (SEE SCHEDULE ON SWEET 15 OF 19) 8 — — — —— - Ld d A7 OR @ ' A @ d 2* MININUM 2* MINIMUM I .250, r 2 W-1, W-2 OR W-3 1> o oe(W(B %yow @ SECTION R - R MULLION MOUNT A v A7 @ a*(9 SIDE RAIL FASTENER LOCATION SCHEDULE SIDE RAIL d REMAR'KS DOOR SECTIONS P - P (1) OR (TYPE 1) 5/8. P - P (2)' WINDOW P - P (3) A 7 OR A GIASS 0 - 0 DOOR DOOR R R OR OR C4r*f. Alum. ANGLE SECTIONS P - P (1) GLASS GLASS P - P (2) WINDOW WINDOW 0, (TYPE 2) 1/2- P - P (3) 0 0 U OR DU OR 0 p R 0 — I 777 (2) (TYPE 2) 3/4- SECTION R R ONLY WHEN USED WITH MULLIONS v 2' v .062- 3'OR 2' . 3" x .062* POURED CONCRETE M Coftt. Alum. ANGLE ONLY WIEN USED WITH ULL'ON UN Cont. Alurn. ANGLE REOURED S, B. C. POURED CONCRETE CONCRETE ANCHORS OR CONCRETE OLOCK CONCRETE ANCHORS ROLL-UP SHUTTER SCALE POURED COVICRETE 0 12" 0. C. REOWED OR COINICRETE BLOCK 0 12" 0. C. R-.00,RED 2/03/" Narz: 11- v 0.100- v 0*-6' ALUIMINIUM PLATE ROLL-A-WAY 04TE TILIECOINC, STORM AND SECURITY SHUTTERS SECTION X - X (1) W/ (2) 114" 0 v 2-TAPCON ANCHORS SECTION X X (2) TO WALL FOR SECTION X-X (1). AND SECTION X -X (3) TLLJT TEVING & 9"Nal"No-COMPANY 0597 OAK STREET 14. E OR 111 12 . 3/4" S. M. S.)TO 5"NX 30h.St. Sic 217.VW#GkU OAROEMS. r;, 33186 S1. RMPSGURG. rLORI0A 33716 99 - 25 OR (FOR SECTION X-V (2 phwo:,3M)671-153Q. Fav: (M)871-1531 mv.a. Mww'" - I DRAWING P60 WALTER A. TILUI Jr.. P. E. I I ult L-n—T trusynow OLD U-72 12/03/!j 3 FLORIDA Lk. # 44157 2 1 1 A _#SHEET 5 or ig CONCRETE ANC40hS 4 12-0. C. POURED COWRETE r— > IN 2 V/0///F///// .11 .500" OR (2) CONCRETE ANCHI)RS To 1 1 1/2' 1' .100" v ALL AT EACH END --AP 0 0 0'-6" Alorn. ANGLE E11JFOPCE Q)OP(2) CONNECTION THOROU INTERIOR I' v 1 1/2 x SEE SCHEDULE FOR ANCHOP'&_ (INTERNAL) R' .100" � 0'-6" Alum, ANGLE. REOUREC ON SHEET 18 Of 19 W/(S) 1 12 3/4" S. ". S. TO ID OR 0 W/(2) 1 12 1 1/: %1ATI4 (3) 3/15- S. POURED CONCRETE (Typ. TOP Borroq) TO Q ORQ) (3) le- 0 S. K S. 0 THIS LOCATION ONLY. OR RE()tARED POP RIVETS TO Q0. o S. S. RIVETS TO (Typ. EACH SIDE) LA z 0 S2 0 0 0 1 1/2' r I" w .100' w aa 4 7/8' INTERNAL Alum. .750- Min ANGLE w/(3) 5/16' 0 S. S.. ell 0' '81 - PCjP RIVETS TO END CAPO. --------- --- --------------- @ (�� OR @ 0 In 0 w-w (2) Mr REINFORCE @ OR(2) CONNECTION /(2� 12 To 1 1/2* 1" .100" 0 TO 2) # 12 . 1 1/2* S. M. S MY — 1 0 0 NO CAP A a 0*-4. 7/6' INTERNAL AJ.-. LOB S.9.OR 1 7 W14 I/s,LO CAT ION (SEE NOTE I E ST In -/(3) 3/16' 0 S, S. oj (Typ. EACH SIDE) POP RIVETS TO END CAP ONLY VALID FOR -N-W (2). : OR 0 C, z I § 0/5 OR R/5 0/5 OR R/5 0 D w/(2) 0 12 S. S. M. 10 wA2) 111 12 S. M. S. TO CONCENTRATE (2), 6 x 3 1/2"'AF CON 1/4- 0 THIS LOCATION PCON ANCHORS FROM TRACK TO OR WALL (D 2 win, T (Tyj>.Top BoTycm) ENO CAP DOOR SEE SCHIEDLILE FOR DOLTS OR REOUIRED ON SHEET 17 or ig WIN" GLASS 10 (7yo. TOP BOTTOM) END CAP PLAN 1 POURED CONCRETE 0'-4 7/8' INTERNAL Alum RE0QRED ANGLE W/(3) 3/16'0 S. S. WALL MOUNTING POP RIVETS TO END CAP (D, 3 000' Min- SECTION W W (4) —3.000' Min., SECTION W W (1 ) & W W (2) POURED CONCRETE REOUfRED r CONCENTRATE (2) 1/4' 0 3.000' Min, W 4 3 1/2'TAPCON ANCHORS POURED CONC" > FROM TRACK I? Og: TIT TO WALL REOUIPED THIS N x 8 @ @_ �x OR NO-E 1 @ 1�z\ - 1 1/2' x 1" x .100" x 0'-4'Alum, HEADER I CONNECTION DETAILS TO MULLIONS ANGLE (EACH SIDE) TO 1 112" w .100" x 0'-6* U OR @' (Typ. TOP & BOTTOM) & SEE ALUMINLM PLATE (INTERNAL) OR @ OR WALL SHOW'N OR SECTIONS W/ (� 0 12 w 3/4 S. M. S. W - W (1), IN - W (2). & W - W (4). SHALL ONLY SCHEDULE CN S14EET 18 OF 19 TO (M �OR ANC14ORS BUTS PEOUIPEO BE USED FOR HEADER (TYPE 1 HEADER). AND @ 0 END CAP STUB FOR DESIGN PRESSURE RATINGS UP TO 170 p.s.f. z X 0 It 0/5 OR R/5 G/5 OR PR/5 z D W/(2) OM12 .'3Z4- S. S. TO 1 1/2' 11' . .100' v (A v Q*-4 7/8" INTERNAL Alurn. z ANGLE W/(3) 3/16- o S. S. POP RIVETS TO END CAP END CAP WNWW G�.ASS 500, ROLL-UP SHUTTER Min. SCALE 2/03/99 ROLL-A-WAY OATE REOVIRED POURED CONCRETE TILIEC0111c. STORM AND SECURITY SHUTTERS TILUT TESTING & ENIGINEERIING COMPANY 10597 OAK STREET N. E. SECTION W W (1 A) PLAN 2 6595 N.W. 36th. Si Ste, 217,VIRGIMA GAROEN% r 33166 st PETERSBURG, FLORiOA 53716 99 - 25 Pho-o : (30'.5871-1530 .Fav :(105)871-1531 erv.01. wwo"vm Uvr I *I".a. oescounio. OA DRAWING No ]LOCO" Min. WALTER A. TILUT Jr.. P. E. I C-U)98-72 - V/OV91 3 SHEET 7 OF 19 FLORIDA Lic. J 44167 2 C014CRVE ANCHORS 0 12*0. C. > W 2 POURED CONCPE7--_ REQUIRED 1 112" .100" w O'-6� Alum. ANGLE (INTERNAL) WI(2� OR 1/4" w 2* TAPCON ANCHORS 1 506- REINFORCE Q000 C"ECTION WALL & 3 316o 1 o %4 TO (C)OPQ; W/(2) # 12 - 1 112* POURED CONCRETE S. S. TO/ I I , !! 5. K S. 0 THIS LOCATk)N ONLY. 117 REOLIRED EFOR ANCHORS 0 0*--0* Alom. ANGLE (INTERNAL) 1 1/2" v I' . -100' (Typ. EACH SIOE) SEE SCHEOUL OR OV REOUPEO ON S64EET 18 or ig I W/0) 1 12 v 31A'S. M. S. (Typ. 'TOP & BOTTOM) TO Q&iq & (3) 3Z16- o S. S. RIVETS TO A 0 ox A4 0 La @ 0. a 0 0 1 1/2' ----------: (�� .j fi A W-6 3/8- INTERN 10� z OR Arj AL Alum. 0 LE W/(A) 3/16" a S. S. '00P RNIETS TO 0 Q 8-1 F I A" 0 0 112- 'loc- REINFORCE ENO CAP STUO 0*-6 3/8' INTERNAL Alvrn, 8 A CONNECTION TO(L)& D 1 ORn ANGLE W/(4) 3/16" a S. S W/ 2 # 12 1/2 S.M.S. �D OR@ ONLY 0 W-W (2 0 CONNECT POP qIVETS TO 0 THIS ILOCATION ONLY. I W D, 0 -T CONNEI. .3 TO x W/ I & 2 # 14 9/T49 I�M.S� & (Typ. EACH SIDE) VAL�D FOR 2 # 14 3/4* S.M.S. CONNECT J OR(K 'p(2) (2) ONLY. 397 SECTION W-W CONNECT(.DOR(_R)TO 0 W/ 4 x , 0 4 j 12 Y' 3/4 S.M.S. IT 3 4 S.M.S. 05 OR OK (SEE NOTE 1) 0 (SEE NOTE 1) TUe A 0 0 0 Col' 12 COP11 W1 z (SE-_ CONNECT q'Tq JX�)W/ 2 # 14 /4 & CL DOOR CONCENTRATE (2) CONNECT(i OR(qK 10 x OR X 1/4'4 v 3 1/2*TAPCON W1 4 3 z WINDOW GLASS OR 0 ---END CAP ANCHORS FROM T:?ACK 4 STI S. TO WALL 0 THIS LOCATION. (SEE NOTE 1) I Th U OR G _f_�w X 0/5 OR R/5 0/5 OR R/5 1 1/2* v O'-G 3/8* INTERNAL Aksm. END CAP PLAN 1 ANGLE W/(4) 3/16'0 S. S. POP RIVETS TO END CAP (2). WALL MOUNTING (Typ. TOP & BOTTOM) -3,000" Min. SECTION W W (4) SEE SCHEDULE FOR BOLTS Min. REQUIRED ON SHEET 18 OF 0 (Typ. TOP & BOTTOM) ' o POURED CONCRETE C014CEWRATE (2) 1/4- a y PEOIARED W 4 3 1/2"TAPCON ANCHORS z REQUIRED �> FROM TR POURED C04CRETE oAl TtC:ALP OR ffO/5� C> C> I ]w �@4 2,000" a3.000' MW7i... t A07 A08 o P A 9 r-H U OR SECTION W W (1 ) & W W (2) slu 0 ENO CAP STUB OR CONNECT',q, TO W1 2 # 14 /4- M S CONNECT Q OR T6 eWl t # 12 x 3/4' S.M.S� (,SEE NOTE 1) NOTE 1: HEADERS 1 1/2' 1" x too" , /, 1 :1 )p QJOP VK,CONNEC71014 DETAILS TO MULLION D'-6 3/8' INTERNAL Ajum OR(p)0 WALL SH WN ON 4 SECTIONS W-1wV (1), W-W (2) ANGLE w/(4) 3/iS* o S. S, W-W (4). SHALL ONLY BE PERMITTED FOR DESIGN END CAP P_ POP RIVETS TO END CAP PRESSURE RATINGS. HEADER S ANS AND STORM BAR 0- 0 HEIGHTS AS SHOWN ON SCHEDULE ON SHEET 19 OF 19 (CASE al ON SCHEDULES). ROLL-UP SHUTTER SCALE 2/03/99 ROLL-A-WAY OATE MLIEC01 N STORM AND SECURITY SHUTTERS PLAN '2 ITILLIT TESTING & ENGINUIRIING CoMpANV 10597 OAK STREET N. E. 6595 N.M. 36th. St., Sit,217.V03INIA GAPOENS.F'. 33164 St. I'VERSOU-1G. FLORIDA 33716 99 - 25 P�-we : (305)VII-1530 .re. : (-VS)571-1531 om-N. wscwmw QATC DRAWING No WALTER A. TILLIT Jr.. P. E. �RIDA Lic. J 44167 SHEET 8 OF 19 2" v 4" WOOD STUDS REQUIRED 0 CORNER (TYPICAL) (2) 1/4" 4 v 4' LONG LAG SCREW a STUD OR WOOD HEADER I' x .100" w 0'-6" Alum. PLATE 6063-T6 Alum. ALLOY 2" L4rl OR A9 .25D"_ may. 1/4" 4 w 4" LONG 2' 4*' STUDS C.2 LAG SCREWS 0 6' 0. C. 0� W/ 1 1/2" Min. PENETRATION TO EXISTING WOOD STUD. WOOD HEA�R PLAN A (SECTION) REQUIRED OR G 1/4' 0 �f 4" LONG LAG SCREWS 0 4" 0. C. WALL MOUNT W1 1 1'/2" Min. PENETRATION TO EXISTING WOOD ST UD. 01 (@ OR U OR �Ff 12 - 14EDULE ON @ 5 OF 19) - M. S Op (SCE EXISTING WINDOW SHEET I A 1 @2 rin ;n 2" w 4" WOOD STUDS REQUIRED 0 CORNER (TYPICAL) @ OR @ 1/4" 0 x 4' LONG LAG SCREWS 0 6* 0. C. 2" MINIMUM W1 1 1/2' Min. PENETRATION TO EXISTING WOOD STUD. 2- 4- WOOD STUDS o @00. 8 REOLVED 0 CORNER (TYPICAL) "d' (SEE SCHEDULE LN SHEET PLAN 8 (SECTION) 5 OF 19) @ A7 @ OR @ INSIDE MOUNT .250* 12 x 1" S. M S. Max. (SEE SCHEDULE ON U OR SHEET 15 OF ig) OU OR V PLAN C (BUILD-OUT) 2" w 4" WOOD STUDS REQUIRED 0 CORNER NOTES: (TYPICAL) 1' w 2' w 0.062" Cont. Alum. L 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH MEAN ROOF HEIGHT (6063-T6 ALLOY) 1/4' a x 4" LONG LESS OR EOUAL THAN 30 FEET. Ale LAG SCREWS 0 6" 0. C. 2. FOR NEW FRAME CONSTRUCTION: WOOD MEMBER TO BE SOUTHERN PINE No. 2 W1 1 1/2" Min. PENETRATION W/ SPECIFIC DENSITY OF 0.55 OR EOUAL. TO EXISTING WOOD STUD. 1/4" 0 w 4" LAG 0 BE 1 1/2". SCREWS 0 EA. STUD V 3. MINIMUM PENETRATION OF LAG SCREWS INTO WOOD MEMBER T WOOD STUD S. B. C. 0 24" 0. C. MAX REQUIRED ROLL—UP SHUTTER SCALE (DS I -I IECO ST ROLL-A-WAY O&TE WALL MOUNTING INSTALLATION .25C" 2/03/99 Mot. 7! 1 L INC. ORM AND SECURITY S4UTTErts SECTION FOR TUBE 10597 OAK STRW N. E SINGLE SPAN CONDITION TvUT TIEVING a ENGIME111111"a CMIMANY St. PETERSBURG, rLOR104 33716 99 — 25 OUOR V 890 NA 36th.St. Sic 217.VPG"GAPPIXIIS, Fl. 33166 SPACER DETAIL ft": (W5)671-1530 . ra.: (305)871-1531 of=op I wwoopwa I oar IDUWINI. WALTER A. TILLIT Jr.. P. E. OLD 98-79 12/03/94 , 5 1 SHEET 9A OF 19 FLORIDA Lie. f 44167 2 1 t L SLAT PERFORMANCE CHART MAXIMUM NEGATIVE DESIGN PPESSURE RATING "W" (p. s. f.) AND CORRESPONDING MAXIMUM SLAT SPAN (USE NEGATIVE PRESSURE VALUES AS PER SECTION 1606 OF '97 S. 8. SLAT TYPE r(PE 6 SLAT TYPE 7 SLAT _YPE 8 SLAT TYPE 9 SLAT AF 200 POLL FORMED AF 150 ROLL FOPIAEI� P55 Pvc P90 Pvc, MAXIMUM SLAT SPAN MAXIMUM SLAT '-:;P,\N MAXIMUM SLAT SPAN MAXIMUM SLAT SPAN Mc w.\ DESIGN SINGLE UNIT MULTIPLE UNIT SINGLE UNIT UULTIPLE UN T LOAD SINGLE UNT MULTIPLE UNIT SINGLE UNIT MULTIFLE UNII (P-S r X A 8 C D A 8 C D A 8 c A 8 C 25.3 5'-5 5*-5" 4*-1* 4--1 4'-7 3'-11" 3'-6" 3'-0" 4'-7 3'-11" Y-6" 3'-0" 5'-11" 5'-0" 4'-5' 5,-0* 4'-6" 2*-11" -5' 3*-8" 3' 2'-11" 5'-8" 4'-9� 4*-4* 5'-8" 4*-g" 4.-4" 30.0 5'-2 5'-2" 3'-B" Y-8" 4'-5" Y_8 3'-4" 4 -4' 3'-3 2'-10' 35�O 4'-10" 4 ic 3'-5" 3*-5" 4'-3 3'-7" 3'-3 2'-10' 4'-.3" 3-7' 5'-6 4'-7 4'-2 5'-6" 4'-7" 4 2*' -5" -0" 40.0 4'-6" 4'-6" 3*-3" 3'-3" 4*-l" 3'-5' 3'-1 2'-C 4 1 3'-5" 3' 1 2*-B" 5'-3" 4'-5" 4'-0* 3 4 4 45�0 4'-3 4'-3' 3'-0' 3*-C" 4*-0" 3'-4" 3'-0" 2'-7 4'-0- 3'-4- 3'-0'* 2'-7- 5'-2 4'-4" 3*-1 1" 5'-2- 4'-4" 3'-1 1 50.0 4'-1 4'-1 2'--10 3'-1 3'-3- 2'-1 2'-7" 3'-1 11" 3'-3" 2'-11 2'-7- 5'-0" 4'-2- 3 10" 4'-2" 3'-i O� 2'-1C' 55.0 3'-10" 3'-1 C 2'-g" 2'-9' 3'-g'* 3'-2" 2'-10* 2'-6 3-9" Y-2" 2'-10' 2'-6" 4'-1 1" 4'-1" 3'-9" 4'-11" 4'-1" 3'-9" 60.0 -7" 4'-9" 4*-D' 4,-9" 3'-8" 3'-8" 3'-8' 2'-7' 2' Y-8" 3'-I� 2'-8' 2'-5" 1-8" 3'-l" 2'-8" 2'-5" 3'-S" 4'-0" 65.0 3'-7" 3'-7" 2'-6' V-16" 3'-8- 3--l' 2'-7 2*-4- 3'-8* 3'-1 2'-7" 2'-4- 4'-8" .3'-11- 3'-7- 4'-8" 3'-,�1" 3'_7" 70.0 3'-5" 3*-5" 2'-5" 2'-5" 3 7 3'-0* 2*-6' 2'-3" 3'-7' Y-D" 2'-6 2'-3" 4'-7* 3'-10" 3'-6 4'-7- Y-10- 3'-6 3. 75.0 -4 3'-4' 2'-4' 2'-4- 3'-E" 2 2*-5" 2'-2" 3'-6" 2*-11" 2'-5" 2'-2' 4'-6" 3,_10, 3*-5* 4_6" 3'-'D" 3'-5" 80.0 3'-3 3*-3" 2'-3" 2'-3 3'-5" 2'-10" 2'-4 2'-1 3'-5' 2'-10" 2'-4 2*-l" 4'-5' Y-91" 3'-5" 4'-5' 3,-g" 3'-5" 85.0 3'-1 3'-1" 2'-2- 2*-2" 3,-t- 2'-9" 2'-3" 2'-0" 3'-5' 2'-9_ 2'-3" 2*-0- 4'-5" 3'-3_ 3'-4- 4*-5- 3'-8 3'-4" 90.0 3'-0" 3'-0" 2*-2" 2'-2" 3�-4" 2'-8" 2*-2* - 3'-4" 2'-S" 2'-2' - 4'-4� 3,_8" Y-3� 4'-4" 3,-a" 3'-3" 95.0 2'-11 2'-11 2'-l' 2'-1' 3'-4- 2'-7- 2*-2" - 3*-4" 2'-7- 2'-2'* - 4'-3" 3'-7' 3'-2' 4'-3- 3'-7 3*-2" 100.0 2'-10" 2'-10" 2*-0" 2'-C 3'-3" 2'-7- 2'-l' Y-3' 2'-7� 2--l- 4'-2" 3'-6" 3--l' 4�-2' Y-6" 3'-1 V-6. 105.0 2'-10" 2'-10" 2'-0' 2'-G' 3'-3* 2'-6' V-0" - 3'-3" 2'-6" 2'-0" - 4'-2" 3'-6" 3'-0' 4'-2- 1 3'-0' 110.0 2'-9- 2'-9" - 3'-2" 2'-5" 2'-0" - 3'-2- 2'-5* 2*-0" - 4'-l" 3'-5" 2*-11' 4'-1. 3,_5" 2'-11" 115.0 2'-8" 2*-S" - 3*-2' 2'-4' - - Y-2" 2'-4- - - 4'-1 3'-5' 2'-10' 4'-1" 3'-5* 2'-10' 120.0 2'-7- 2'-7' - 3 1 2*-4' - - 3--l- 2'-4 - - 4*-0' 3'-5" 2'-10" 0 3'-5" 2'-10" 125.0 2*-7- 2'-7" - 3*_1" 2'-3" - - 3'-1 2'-3" - - 4*-0" 3'-4" 2'-9- 4'-0- 3'-4" 2'-9- 130.0 2*-6" 2*-6" - 3'-l� 2*-3" - - 3'-1 2*-3" - - 3'-1 1" 3'-4" 2'-8� 3'-11" 3'-4' 2'-8" 135.0 2*-6" 2'-6' - 3'-C' 2'-2" - - 3*-0" 2*-2' - - 3'- 1- 3'_3" 2'-8" 3'-11- 3'-3- 2*-a" 140b 2'-5" 2'-5" - Y-C" 2'-2" - - 3'-0" 2*-2" - - 3'- 0" 3'-2" 2'-7- 3'-10" Y-2" 2'-7� 145.0 2'-5' 2'-5" 3'-C 2--l' - - 3'-0" 2--l' - - 3'-10" 3*-1. 2'-7- 3'-10" 3'-1" 2'-7- 150�O 2'-4" 2'-4' - - 2'-1 l' 2--l' - - 2'-1 I' 2'-l" - - 3'-10" 3'-l" 2'-6 3'-10" 3'-1" 2'-6" 155.0 2'-4' 2*-4" - - 2*-1 I" 2'-D" - - 2*-1 1" 2-0 - - 3'-9" 3'-0" 2'-6" 3'-9" 3'-0* 2'-6" 16D-0 2'-3" 2*-3" - - 2'-10" 2'-0" - - 2*-10" 2'-0" - - 9" Y-13" 2'-5" 3'-g" 3'-0" 2'-5" 165.0 2*-3- 2'-3' - - 2'-9- 2'-0" - - 2'-9" 2'-0^ - - 1 3'-9" 2'-11' 2*-5- Y-9- 2'-1 1- 1 2'L5- 170.0 2'-2' 2'-2' - 2'--" _T_- - - -4' 3'-8- 2�-11_ 1 2 4d 2'-9- 3'-8" 2'-11" 2' L A BAR (INSERT) 0 EVERY SLAT. 1 13 0 0 71 B BAR (INSERT) 0 EVERY SECOND SLAT. L 157 c BAR (INSERT) 0 EVERY THIRD SLAT. 0 I I L S. B. C. 0 NO BAR (INSERT) 0 PIERY SLAT. L ROLL-UP SHUTTER Q SCALE 2/03/g-4 ROLL-A-WAY DATE P FlLlEcollmmc. STORM AND SECURITY SHUTTERS SINGLE SPAN MULTIPLE SPAN TILLIT TESTING & ENGINEERING COWPANY 10597 C)AK STREET 'J. E. S". PETE.RSBURG FLORIDA 33716 99 - 25 6595 NX. 3fith.St. Ste. 217.W?CINK WIEW�ft. 33166 Ph" Fo- : (305'.871-1531 DRAVANG Me SPAN LAYOUT mv.4. 1 Ksznwrm oArr I mv.w. ommma 04TV WALTER A. TILLIT Jr.. P. E. ow 98-79 12/03./901 3 FLORIDA Lic. # 44167 1 1 SHEET 11 OF 19 HEADER LOADING CHART MAXIMUM NEGATIVE DESIGN PRESSURE RATING "W" (p. s. f.) AND CORRESPONDING MAXIMUM SPAN "L" FOR A GIVEN TYPE OF HEADER. (USE NEGATIVE PRESSURE VALUES AS PER SECTION 1606 OF '97 S. B. C.) MAXIMUM TYFE -1 HEADER TYPE 1A HEADER TYPE 2 HEADER TYPE 3 HEADER DESIGN HEADER 133TANDARD 3 1/2- HEADER HEADER FOR 10" 131DEFRAME 7" HEADER LOAD (eRiTTANY) STORM B_Ai�FHEIGHTT STORM BAR HEIGHT STORM BAR HEIGHT STORM BAR HE,GHT W" (p.s.f) '7' 5'-0 5' TO 8' 5'-0- > 5' TO 8' > 7' TO 10' 8'-0" > 8' TO 12' >12' TO 15' 1 . ia'-11" 17'-1" 16'-2" 25�O g'-0- 3 -3" ii'_10" 14*-5" - 16'-4" jr 30.0 10'-' 4" 8'-2" 12'-9" 11'-4" 18'-1 7'-5" 14'-10" 35,0 9'-7- 7'--," 12*-3' 14'-6" 13'-3" 1 15'-�" 40.0 9'_0" 7'-1" 11,_10" 10'-6" 14'-0" 12'-10" 16'_10" 15'-2" 14'-4" 45.0 8'-6" 6'-E." 9,_1 1" 13'-7" 12'-5" 16'-4" 14'-9" 13'-11" 50.0 8'-0" 6'-4' 9'-5" 13'-3" 12'-1 15'-11 14'-4" 13'-E," 55.0 7'-B" 6'-1" 9'_0" 12'-11- 1 l'-7" 15'-6" 14'-0" 12'-10 60.0 7'-4" '3'-10' 10*-8" 8'-7" 12'-S" i I -1 15'-2- 13'-9" 12'-4" 65.0 7'-1 5'-7" 10*-6* 8'-3' 12'- 1 0'-B" 14'-11" 13'-4" 11, 10" 70.0 6'-9" 5'-4'. 10,_1 8'-0" 12'-2" 14'-7" 12'-9' 1 1 -5" 75.0 6'-7- 5'-2 9'-9" 7'-g" 1 10" 9'-11" 14'-4" 12'-4" - 80.0 6'-4- 5-c", 9'-5 7'-6" 1 v-6" 9*-7" 14'-2- W-11" 85.0 6-2- 4'-10" 9'-2 7*-3' 1 V-2" 9'-4" 13'-11 90.0 7'-0- 10'-10" 95.0 5'-10 4'-7 8*-8" 6'-10" 10'-6" 8,-10" 100.0 5-8' 4'-61, 8'-5" 6'-8" 10'-3" 8'-7" 13'-1- 10 3" 8'-5" 12'-9" 10-0 5'-7" 4'-5 8*-3" 6'-6- 110.0 5'-5" 4--3 8'-1 6'-4 9'-9" 8'-2" 12'-5" 10'-2" 115.0 5'-4- 4'-2 7'-11 6'-3" 9'-7 8*-0" 12'-2" 9'-11" 120.0 5'-2" 4'-1 7'-g" 6'-1 7'-10" 9'-9" 1 9'-2 125.0 5-I" 4'-()' -7" 6'-0" 7'-8 9' 6 130.0 5-10" 3'-11 7'-5" 5'-1 o" 9'_0" 7'-6" g.-4 135.0 4*-11" 3'-10" 7'-3" 5'-g" S.-10" 7'-5" 1 l'-3- g'-2' _8" 8'-8" 7'-3" 11'-0" 91-C). 140.0 4'-10" 3'-10" 7*-2" 5' 145.0 4'-9"— 3'-9" 7'-0" 5'-7" 8'-6 7'-2 10'-10" 8'-10" 150.0 4'-B" 3'-8" 6'-11" 5'-5" 8'-5 7'-0" --10'-B- 8'-9" 155.0 4--7" 3'-7" 6*-9" 5'-,4' 8'-3 6'_1 10*-6'* 8'-7" 160.0 4'-6" 3'-7' 6'-8" 5'_3" 8 6'-9" 10'-4" 8'-5" 165.0 4'-5" 3'-6 6'-7" 6 _3" 10'-2" 1 4 170.0 4'-4 3'-5" C-16" 5'-1 -r-i 0�1 6'-7" 10'-0" 8'-2" 5 B. C. ROLL-UP SHUTTER SCALE 2/03/99 ROLL-A-WAY 0AT'E =1L Ec 0 Inc STORM AND SECURITY SHUTTERS 1G597 OAK STREET N. E. TILLIT TESTING & ENGINEERING COMPANY St PETERSBURG, FLORIDA 3-1716 99 - 25 N,#, 31�h.SI 51c,217.'ARGIMA GAPPENS. F. 35166 JW_�171- 530 r�y : (705)971-1531 ';Alt I KV.M. OM� DIRAWINO No WALTER A. TILLIT Jr., P.E. SHEET 13 OF 19 FLORIDA Lic. # 44167 MAXIMUM ANCHOR AND SHEET METAL SCREW SPACING SCHEDULE FOR THE CONNECTION OF SIDE RAILS (USE NEGATIVE PRESSURE VALUES AS PER SECTION 1606 OF '97 S. B. C.) ANCHOR AND S. M. S. ANCHOR AND S. M. S. ANCHOR AND S. M. S, SPACING REQUIRED SPACING REQUIRED SPACING REGUIRED 0 0 BLOCK WALL & 0 * CONCRETE WALL BLOCK & CONCRETE WALL MAXIMUM SIDE WALL MOUNT ANGLE 0 MULLION & SIDE RAIL CONNECTED DESIGN SLAT SPAN BUILD OUT TUBES TO BUILD OUT TUBE LOAD @ "W" (P.S.f.) (VALID FOR SECTIONS P - P (1),(VALIC) FOR SECTIONS P - P (1), (VALID rOROE= P - P (2), P - P (3) P - P (2), P - P (3), 0 - 0. p - p (2). W" OLIT ON SHEET s or ig) R R ON SHEET 5 OF 9) TUBE ON SHEE 5 OF 19) LESS THAN 3' 12" 0. C. 16' 0. C. 6" o. C. > 3' TO 4' 9- 0. C. 12" 0. C. 6' 0. C. 25.0 TO 50.0 > 4' TO 5' 8- 0. C. 10" 0. C. 5- O� C. >5' TO 6* 6" 0. C. a" 0. C. 4' 0. C. >6* TO 7' N/A N/A N/A LESS THAN 3' 9" 0. C. 12" 0. C. 6" 0. C. > 3' TO 4' 7" 0. C. 9" 0. C. 5' 0. C. > 50.0 TO 75.0 > 4' TO 5' 6" 0. C. a" 0. C. 4" 0. C. >5' TO 6' 5- 0. C. 6" 0. C. 3" 0. C. >6' TO 7' N/A N/A N/A LESS THAN 3' 6" 0. C. 8" 0, C. 4" 0. C. > 3' To V 5" 0. C. 6' 0. C. 3" 0. C. > 75.0 TO 100.0 > 4* TO 5' 4- 0. C. 5" 0. C. 2 1/2" 0. C. >5' TO 6' N/A N N/A >6' TO 7' N/A N/A N/A LESS THAN S 4' 0. C. 6" 0. C. N/A > 3' TO 4' 4* 0. C. 5" 0. C. N/A >100.0 TO 150.0 > 4' TO 5' 3' 0. C. 4" 0. C. N/A >5' TO 6' N/A N/A N/A >6' TO 7* N/A N/A N/A LESS THAN 3' 4" 0. C. 6* 0. C. N/A > 3' To 4' 3- 0. C. 4" 0. C. N/A >150.0 TO 170.0 > 4' TO 5* 3" 0. C. 4" 0. C. N/A >5' TO 6' N/A N/A N/A >6' TO 7* N/A N/A N/A NOTES (1) ANCHORS USED FOR THE CONNECTION TO POURED CONCRETE OR CONCRETE BLOCK WALL TO BE 1/4" 0 TAPCONS OR RAWL PERMASEAL TAPPER OR ITW'RAMSET DYNABOLT SLEEVE ANCHORS W/ 1 1/4" Min. PENETRATION (2) S. M. S. USED FOR THE CONNECTION TO MULLIONS. ANGLES OR BUILD OUT TuSES TO BE # 12 w 3/4' S. S. (3) N/A NOT APPLICABLE. S. B. C. ROLL-UP SHUTTER SCALr 2/03/99 ROLL-A-WAY DATE LTE�CO�im c� SIORM AND SECURITY SHUTTERS /li� 10597 OAK STREET N. E. TMLff 'relirrDOC & LW4WNrZMNG CC)WfRAWf 51. PE7ERSBURC, FLORIDA 33716 99 - 25 6595 k.w. k SI.Stc 217.MR0141%CARMWS,Ft 33ift I ORAVONO No wv.me wwowmw I ult I Kv.a. atscomm cat I I WALTE A, TILVI Jr.. P. E. I OLD 96-79 12/03194 3 1 SHE ET 15 Of 19 FLORRIDA Lic. # 44167 2 1 1 4 1 4� SCHEDULE FOR MINIMUM AMOUNT OF ANCHORS REQUIRED FOR CONNECTION OF STORM BAR TO WALL @ BOTTOM W/ REQ ARED BRAQUET TYPE BASED ON CASES I THRU 4 (USE NEGATIVE PRESSURE VALUES AS PER SECTION 1606 OF '97 S. B. C.) SCHEDULE VALID FOR BOTTOV, CIF SHUTTER V — V (2) SHOWN ON SHEET 6 OF 1,9 MAXIMUM STORM ELAR HEIGHT STORM 13AR SOA17ING OR WIDTH OF QPENING/2 FOR 1 STORM BAR DESIGN (Ft.) LOAD STORM 6AR SPAN "w" (P.S.f.) 3' > 3' TO 4' > 4' TO 5' > 5' TO 6' > C,' To 7' 0 OF ANCHORS REGUIRED CASE MJMBER OF ANCHORS REQUIREO CASE r4VPv8ER of OF ANCHORS RECUIREO CASE NU-ABER J OF ANCHCRS REOUIqEC CfSE N)MEER I OF 0,NCH,:)RS REOLIPEO CASE NUMBER 5' 2 TAPCONS 3 TAPCONS Q 2 TAKONS 1 13 4 TAPCONS 5 TAPCONS > 5' TO 7' 3 TAPCONS 4 TAPCONS -� TAPCONS 20 5 TAPCONS (2:) 4 PED HEADS (D (D 0 > 7' TO 9' 2 RED HEADS 0 5 TAPCONS 0D 4 RED HEADS 4 RED HEADS 20 8 TAPCONS (3) 25.0 TO 50.0 9' TO I 1' 4 TAPCONS 4 RED HEADS 4 RED HEADS 8 TAPCONS 30 0 123 10 TAPCONS 30 > 11' TO 13' 3 RED HEADS 9 4 RED HEADS (D E TAP,:ONS 30 10 TADCONS 30 8 PEE) HEADS 03 > 13' TO 15' 4 RED HEADS 8 TAPCONS 10 7APCONS 1:3) 8 RED HEADS (_3) 8 RED HEADS 0 (3) 30 5' 3 TAPCONS (D 4 TAPCONS (D f TAPCONS iz 4 RED HEADS N/A N/A > 5' TO 7' 4 TAPCONS 5 TAPCONS QD 4 RED HEADS 20 3 TAPCONS 30 N/A N/A > 50.0 TO 75.0 > 7' TO 9' 6 TAPCONS 4 RED HEADS (D 8 TAPCONS (33 10 TADCONS N/A N/A > 9' TO 11' 6 TAPCONS 8 TAPCONS (D 6 RED HEADS (30 8 RED HEADS N/A N/A ANCHOR LEGEND > 11' To 13' 8 TAPCONS 10 TAPCONS 8 RED HEADS 30 N/A N/A N/A NI/A TAPCONS 1/4- 0 WITH 1 1/4" > 13' TO 15' 10 TAPCONS D5 Min. PENETRATION INTO 8 RED HEADS 03 10 RED HEADS 153 N/A N/A N/A N/A MASCNPY OR CONCRETE 5' 4 TAPCONS 0 5 TAPCONS QD 4 RED HEADS 20 8 TAPCONS N/A N/A WALL. > 5' TO 7' 5 TAPCONS 0 5RED HEADS (D 10 TAPCONS (C3) 10 TAPCONS N/A N/A OR PAWL PERMASEAL TAPPERS 1/4' 0 W/ 1 1/4" Min. PENETRATION > 7' TO 9' 4 RED HEADS 10 TAPCONS (.3 8 RED HEADS �C3) 8 RED HEADS N/A N/A INTO MASONRY OR CONCRETE WALL. > 75.0 To 100.0 0 D 0 > 9' TO 1 V 8 TAPCONS 8 RED HEADS (D 8 RED HEADS N/A N/A N/A N/A > 11* TO 13' 10 TAPCONS 8 RED HEADS (3D N/A N/A N/A N/A N/A N/A RED HEADS : 3/8" 0 x 1 7/8" ITW/RAMSET DYNABOLT S:EEVE ANCHOR W/ > 13' TO 15' 8 RED HEADS RED HEADS (3 N/A N/A N/A N/,A N/A N/A 1 1/4" Min.-PENETRATION INTO MASONRY 03 CONCRETE 4 5' 4 RED HEADS 8 TAPCONS (D 10 7APCONS 10 TAPCONS N/A N/A WALL. > 5' TO 7' 8 TAPCONS 10 TAPCONS (D 8 RED HEADS 30 10 RED HEADS N/A N/A '>100.0 TO 150.0 > 7' TO 9' 10 TAPCONS 8 RED HEADS (:3) N/A N/A N/A N/A N/A N/A > 9' To 1 V 8 RED HEADS 0 N/A N/A N/A N/A N/A N/A N/A N/A > 11' TO 13' N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A > 13' TO 15' N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 10 TAPCONS N/A N/A l< 5' 4 RED HEADS OD 8 RED HEADS 130 8 RED HEADS > 5' To 7' 10 TAPCONS 8 RED HEADS (3D 10 RED HEADS 10 PEG HEADS 40 N/A N/A ->150.0 TO 170.0 > 7' TO 9' 8 RED HEADS 10 RED HEADS N/A N/A N/A N/A N/A N/A > 9' TO 1 V N/A N/ N/A N/A N/A N/A N/A N/A N/A NI/A. > 1 l' TO 13* N/A N/A N/A N/A N/A N/A 141A N/A N/A N/A > 13' TO 15' N/A N/A N/A N/A N/A /A N/A N/A N/A N/A j T (2) 2- x 4" x 1/3- CASE 3. Z' 4" )r 1/8* w O'-6_ . CASE 1. FOR UP TO 3" ST. W FOR UO TO 3' STORM EAR 2* 5" w 1/8' w 0'-6" - CASE 1. FOR UP To 4' ST. W (2) 2' x 5" CASE 3 FOR UP TO 4* STORM BAR 2' x 4" w 1 0" - CASE 2. FOR UP TO 3" ST. BAR (2) 2" x 4" x 1/4" x "—D' - CA13E 4, 0 0 0 2- v 5 - CASE 2. FOR UP TO 4' ST. eAR FOR UP TO 3' STORM BAR (2) 2- * 5" ( 1/4- y "-3' = CAGE 4 ROLL—UP SHUTTER SCALE FOR UPTO 4" STORM EAR 2- 4- _j 2 V-0 2 Z:F )R 0 (2) FOR (2 '0, SINGLE ALUMINUM ANGLE OMBLE ALUUINUM ANCLE 0 0 0 1 L E C 0 TILLIT TESTING & ENGANEt T, T ANCHORS C5913 N.W. !6th. SI_Ste. jl67,,VFR T� _1,3 , ROLLmAmWAY T TC#1wr�1 I F A. Phor*: (305*le7 . L F AS PER i OkTf SZ. BRACKE7 CASE TYPE INC. A PER BRACKET CASES I THRU 4 i c \ STORW ANO SECURITY SHUTTERS R, 7 WALTER A. TIL'.rf r ! ACKET CASE TYPE FLORIDA Lic. f --,"No CoMpANy 10597 OAK STR--ET N E. qt PrUplZr,10!� nrGm� ". SCHEDULE FOR MINIMUM AMO .............. .......... OF A NCHORS R ITOM W/ REO�j --- EQUiPED FOR CONNECTION OF STORM BAR TO WALL RED BRAQUET TYPE BASED ON (USE NEGATIVE PPE CASES I THRU 4 'SSURE VALUES AS PER SECTION 1606 or '97 S. �— i SCHEDULE VALID FOR 8OTTQfv, OF SHUTTE a. C.) MAXIMUM R V (2) SHOWN ON SHEET 6 OF 19 DESIGN STORM EIAR HEIGHT STO'3M SAR LOAD (Ft.) = OR WIDTH OF OPENING/2 FOR I STORM E3A "w" (P.S.f.) STORM 6AR SPAN R # OF ANCHORS 3' TO 4' > 4. To l< . REDUIRED CASE NUAISER > 5' TO 6' 2 TAPCONS CASE "'CHOPS F?ECUIRED CASE NUvqER OF ANCHORS R > C TO 7' > 5' To 7' 3 TAPCONS or 3 TAPCONS 7 TAPCONS EOU'�?EC CASE NUMEER I OF ANCHORS REiDLIREQ CASE NUMBEp 25.0 To 50.0 > 7' TO 9' 2 RED HEADS (D 4 TAPCONS -- TAPCONS 4 TAPCONS 5 TAPCONS 9' To 11, 4 TAPCONS 0 5 TAPCONS 05 4 RED HEADS (23 5 TAPCONS 4 PIED HEADS 20 11' To 13, 0 4 RED HEADS Q 4 RED HEADS 20 3 RED HEADs 4 RED HEADS 8 TAPCONS > 13' TO 15' Q 4 RED HEADS -,32 8 TAPCONS (3) I< 4 RED HEADS 0 8 TAPCONS (-D E TAP-:ONS 10 TADCDNS 30 10 TAPCOtjS 3 TAPCONS �30 0 > 5' TO 7* (D 4 TAPCONS OD 10 7APCONc., 30 30 8 RED HEADS 8 RED HEADS 30 > 50.0 TO 75.0 > 7' TO 9' 4 TAPCONS 5 TAPCONS f TAPy-^ONS i 23 4 RED HEADS 4) 5 RED HEADS 30 9* To 11, 6 TAPCONS 4 RED HEADS 4 RED HEADS 20 (D N/A N/A 6 TAPCONS (2D 8 TAPCONS 3 TAPCONS 30 > 11' TO 13' 0 13 TAPCONS �,33 10 TA--`CONS N/A N /A > 13' To 15* 8 TAPCONS (D 10 TAPCONS (D 6 RED HEADS 1-30 8 RED HEADS N/A N/A -is� 5' 10 TAPCONS 5 8 RED HEADS (D 8 RED HEADS 33 N/A N/A N/A > 5' TO 7' 4 TAPCONS (D3 10 RED HEADS N/A N/A "NCHOR LEGEND Q 5 TAPCONS (2- 4 RED HEADS N/A TAPcONS - 75.0 To 100 5 TAPCONS 5 RED HEADS 53 N/A N/A N/A 1/4" 0 WITH "4'- _0 > 7' To 9- 4 RED HEADS (D (D 8 TAPCONS N/A M;11- PENETRATION IINTO 2 10 TAPCONS 10 TAPCONS (33 N/A N,'/A MASCNPY OR CotICRETE > 9' To ir 3 10 TADCONS 3 WALL. > I V TO 13' 8 TAPCONS 8 RED HEADS (D 8 RED HEADS -30 N/A N/A (:3) 8 RED HEADS OR PAWL PERMASEAL TAPPERS > 13' To 15' 10 TAPCONS 8 RED HEADS 8 RED HEADS Q3 N/A N/A 1/4" o W/ I 8 RE HEADS (D N/A N/A INTO MASONRY 1/4' Mirl, PENETRATION --.< 5' 10 RED HEADS N/A N/A N/A N/A OR CONCRETE WALL. 4 RE HEADS (3D N/A N/A N/A N/A > 5' TO 7' 8 TAPCONS (:3) N/A N/A N/A RED HEADS ' 3/8" o a CONS 3 10 N/A N/A 7/8' ITW/RAMSET �>100-0 TO 15O.D > 7' TO 9' 10 TAPCONS N/A DYNABOLT S,-EEVE ANCHOR W1 10 TA;CONS 1 1/4" M;n. PENETRATION "0 TAPCONS 3 8 RED HEADS 03 8 RED HEADS 133 10 RED HEADS N/A N/A INTO MASONRY OR CONCRETE > 9, To 11, 8 RED HEADS 3 N/A (D N/A N/A N/A WALL. > 11' TO 13' N/A N/A N/A N/A N/A N/A N/A N/A 1,3' T 15' N/A N/A N/A N/A N/A N/A N/A N/A N/A -!� 5' 4 N/A. , N/A N/A N/A N/A N/A 5' T RED HEADS 0 10 TAPCONS N/A N/A N/A N/A N/A 10 TAPCONS 3 8 RED HEADS N/A N/A N/A '>150.0 TO 170.() > 7' TO 8 RED HEADS 8 RED HEADS 1130 8 RED HEADS 30 141A N/A > 9' To 10 RED HEADS 3 10 RED HEADS 140 70 RED N/A > TO 13' N/A N/A N/A 04 N/A N/A 40 N/A N/A N/A N/A 13' To 151 N/A /A N/A N/A N/A N/A N/A N/A N N/A N/A /A N/A N/A 4" 0,6. i N/A N/A V ' CASE 1. FOR UP TO 3" ST. aAR (2) NIA N/A FOR 4" 0'-6- . CASE 1. FOR 2U-"70 3�' UP TO 4* ST. 8AF? ST,)Rm EAR CASE 3. (2) 2" 0 4' STORM SAR CASE 3 22' v 1 CASE 2- FOR UP TO 3- ST. FOR Ijp�-r CASE 2. FOR Up To 4* ST. aAR (2) 2- x 4- rop UP To 3' S71IRW EAR ' CASE 4, 0 0 0 (2) 2" � s- , —1/4 SINGLE ALUMINUm ANGLE FOR up To 4" - CASE 4 ST,)Rw EA-P 0 0 T L # F o&j�OF?S OOL8LE ALUIANUM ANCLE POLL—UP SHUTTER As PER BRACKET CASE TYPE 0 0 0 SCALE 7 ANCHORS I ILLI T BRACKETCASES I T4PU 4 AS PER ENOjmEE e. '17. ll�R-A IEC I C. ROLL-A--�AY 2/03/99 STORM AND SECUR,�� KE7' s NO c43UPANY 105q7 nA, SHU7 TERS OAT[ Typr MINIMUM ANCHOR AMOUNT SCHEDULE FOR MULLIONS CONNECTION TO SLAB THRUCT) BPACKET & MINIMUM THRU BOLT AMOUNT SCHEDULE FOR MULLIONS CONNECTION TO (T) BRACKET (USE NEGATIVE PRESSURE VALUES AS PER SECTION 1606 or '97 S. B. C.) VALID FOR SECTIONS IN - W (1), W - W (2). W - W (1A) Chl SHEET 7 OF 19, W - W (1). W - W (2) ON SHEET 8 OF 19, & IN - W (3) CN SHEET 9 OF 19 VAXIMUM MULLION HEIGHT SIOPM GAR SPACING OR 'MOTH FOR 'STORM 13AR DESIGN (Ft.) = LOAD MULLION SPAN 3' > 3' TO 5' > 5' TC 8' > 8' TO 10' > 10' TO 12' 'w" (P.2,0 TOTAL OF ANCHORS TOTAL # OF T�RU BOLTS TOTAL # OF AN_-HDRS TOTAL f OF THRU SC-LT!w TOTAL f OF ANCHORS TOTAL # OF THRU BOLTS TOTAL f OF ANCHORS T07AL # OF THRU BOLTS TOTAL # OF ANCHORS TOTAL f Of THRU BOLTS PE,)UPED REOUIRED REOUIPED REOL11RED REOUIRED PEOUIRED REOUIRED REOUIRED PE3LJlQE0 :?ECUIPEO 5' 4 TAPCONS (2) - 1 14- 0 4 TAPCONS (2) - 1/4- 0 4 TAPCONS (2) - 1/4" 0 4 TAPCONS (2) - 1/4" 0 4 TAP,--OIJS 2) - 1/4 > 5' TO 7' 4 TAPCONS (2) - 1/4" 0 4 TAPCONS (2) - 1/4" 0 4 TAPCONS (2) - 1/4- 0 4 TAPCONS 2) - 1/4" 0 4 TAPCONS 2) - 1/4" 13 > 7' TO 9' 4 TAPCONS (2) - 1/4 0 4 TAPCONS (2) - 1/4- 0 4 TAPCONS (2) - 1/4" 0 4 TAPCONS �'2) - 114" 0 4 TAPCONS 2) - 1/4 25.0 TO 50.0 > 9* TO 11' 4 TAPCONS (2) - 1/4- 0 4 TAPCONS (2) - 1/4- 0 4 TAPCONS (2) - 1/4- 0 4 TAPCONS (2) - 3/8" 0 (2) - 1/2" 0 (2) - 3/8- 0 > 11' TO 13' 4 TAPCONS (2) - 1/14" 0 4 TAPCONS (2) - 1/4" c (2) - 1/2" 0 (2) - 1/4" 0 (2) - 1/2" 0 (2) - 3/8 0 (2) - 1/2' 0 5, S. (2) - 3/8" 0 > 13' TO 18' 4 TAPCONS (2) - 1/4- 0 (2) - 1/2" 0 (2) - 1/4" t /2) - 1/2" 0 (2 3/8" 0 (2) - 1/2" 0 S. S. 2) - 3/8" 0 (2) - 1/2" 0 S. S. (12) - 3/8- 0 5' 4 TAPCONS (2) - 1/4' 0 4 TAPCONS (2) - 1/4' 0 4 TAPCONS (2) - 1/4' 0 4 TAPCONS (2) - 1/4" 0 4 TAPCONS 2) - 114 > 5' To 7' 4 TAPCONS (2) - 1/4" 0 4 TAPCONS (2) - 1/4" e 4 TAPCO145 (2) - 1/4- 0 (2) - 1/2" a (2) - 1/4" 0 (2) - 1/2" 4 (2) - 3/8" 0 7' TO 9' 4 TAPCONS (2) - 1/4" 0 4 TAPCONS (2) - 1/4' 0 4 TAPCONS (2\ (2) - 112" (3 (2) - 3/8 65 (2) - 1/2' (A S. G. - 3/8" 0 50.0 TO 75.0 > 9' TO 11' 4 TAPCONS (2) - 1/4' 0 4 TAPCONS (2) - 1/4' t (2) 0 (2) - 3/8' 0 (2) - 1/2- 0 S. S. %2) - 3/8" 0 (2) - 1/2_' 0 S. S. (2) - 3/8" 0 > 11' TO 13' 4 TAPCONS (2) - 1/4" 0 (2) - 112" 0 (2) - 1/4" t (2) - 11/2" t S, S. (2) - 3/8* 0 (2) - 1/2" 0 S. S. �'2) - 3/8" 0 (2) - 1/2" 1� S. S. (2) - 3/8" 0 > 13' To 18* 4 TAPCONS (2) - 1/4" 0 N/A N/A N 1A N/A N/A N/A N/A '4/4 1/4" 0 19 5' 4 TAPCONS (2) - 1/4- 0 4 TAPCONS (2) - 1/4- 9 4 TAPCONS (2) - 1/4' it (2) - 1/2" 0 (2) - 12) - 1/2" 0 > 5* TO 7' 4 TAPCONS (2) - 1/4- 0 4 TAPCONS (2) - 1/4- 0 (2) - 1/2" 0 (2) - 3/8" 0 (2) - 1/2" 0 (2) - 3/8. 0 (2) - 11/2' 0 S. S. (2) - 318" 0 > 7' TO 9' 4 TAPCONS (2) - 1/4" 0 (2) - 112' 0 (2) - 1/4- 0 (2) - 1/2" 0 (2) - 3/8" 0 (2) - 1/2" 0 S. S. '(2) - 3/8" 0 (2) - 1/2' 0 S. S. r2) - 318" 0 75.0 TO 10010 > 9' TO 11' 4 TAPCONS (2) - 1/4- 0 (2) - 1/2" 0 (2) - 3/8- t (2) - 1/2" a' S. S. (2) - 318- 0 (2) - 1/2- 0 S. S. (2) - 3/8' 0 12) --1/2' 0 S. S. 2) - 112" 0 > 11' TO 13' 4 TAPCONS (2) - 1/4- 0 N/A N/A N/A N/A N/A N/A N/A N/A > 13' TO 18' N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A < 5' 4 TAPCONS (2) - 1/4- 0 4 TAPCONS (2) - 1/4" 0 2) - 112" (0 (2) - 318" 0 (2) - 1/2" 0 (2) - 3/8" 111 (2) - 1/2" 0 S. S. (2) - 3/8" 0 > 5' To 7* 4 TAPCONS (2) - 1/4" 0 (2) - 112' 0 (2) - 1/4" 0 (2) - 1112" t S. S. (2) - 3/8" 0 (2) - 1/2" 0 S. S. (2) - 3/8" 0 (2) - 1/2- 0 S. S. (2) - 112" 0 > 7' TO 9' 4 TAPCONS (2) - 1/4" 0 (2) - 1/2" 0 (2) - 318" t (2) - 11/2" 0 S. S. (2) - 3/8" 0 (2) - 1/2" 0 S. S. (2) - 1/2" 0 4) - 1/2- 0 S. S. L'2) - 112' 0 >100.0 TO 150.0 9' To 11' (2) - 1/2" 0 (2) - 1/4" 0 (2) - 112" 0 S� S. (2) - 3/8- 0 (2) - 1/2- 0 S. S. (2) - 1/2- 0 N/A N/A N/A N/A > 11' TO 13' (2) - 1/2" 0 (2) - 3/15" 0 N/A N/A NIA N/A N/A N/A N/A N/A N/A N/A N/A N/A �l N/A N/A N/A N/A N/A > 13' TO 18' 5' 4 TAPCONS (2) - 1/4" 0 4 TAPCONS (2) - 1/4' 0 (2) - 1/2" 11 (2) - 3/8" 0 (2) - 1/2- 0 S� -S. (2) - 3/8" 0 (2) 11/2" 0 S. S. (2) - 3/8' 0 > 5' TO 7' 4 TAPCONS (2) - 1/4" 0 (2) - 1/2" 0 (2) - 3/8" t (2) - 1,12" 0 S. S. (2) - 3/8" o (2) - 1/2" 0 S. S. (2) - 3/8" 0 4) 1/2" 0 S. S. (2) - 112" 0 > 7' TO 9* 4 TAPCONS (2) - 1 14- 0 (2) - 112" 0 (2) - 3/8" 0 (2) - 1 /2" 0 S. S. (2) - 1/2" 0 (2) - 1/2- 0 S. S, t2) - 1/2- 0 N/A N/A >150.) TO 170.0 > 9' To 11' (2) - 1/2" 0 (2) - 3/8" 0 N/A N/A N/A N/A N/A N/A N/A N/A N/A > I V TO 13' N/A N/A N/A N/A N/A NIA, N/A N/A N/A N/A N/A N/A. N/A N/A N/A �j/,b, N/A N/A N/A > 13' TO 18* NOTES S. B. C. (1) USE 5 7/16- LONG BRACKETOFOR TYPE 1 MULLIONQ ROLL-UP SHUTTER SCALE (2) USE 3 3/8" LONG BRACKET(F)FOR TYPE 2 MULLION & 2,103/94 (3) 1/2' 0 = 1/2" 0 y 3" GALV. '--TEEL RED HEAD WECGE ANCHOR OR RAWL BOLT. ROLL-A-WAY OATE (4) 11LIEC01 M*c. STORM AND SECIJRIT� S14UTTERS 11/2" 0 S. S. = 1/2" 0 x 3" S. S. RED HEAD WEDGE ANCHOR 10�97 OAk STREET N. E. TILLIT TESTING & ENGINEERING COMPANY S�. PETLRSBURG. FLORIDA 33716 99 - 25 (5) ALTERNATIVELY TO TAPCON ANCHORS. USc� 1/4" 0 x 2" RAWL PERMASEAL TAPP�"R 'ANCHORS 6595 N.W. 36th.SI..Ste. 217, VIRONLA GARIEWI�Fl. 33166 ING No OR ITW/RAMSET DYNABOLT SLEEVE ANCHORS W/ 1 1/2" Min. PENETRATION. Ph�:(3CS)871-1530. ro- : ( 05:871-1531 ws--Nwmk CATr I ON.N. arsowww" 0 WALTER A. TILLrT Jr,, P. E, I OLD 98-79 12/'j3!991 a SHEET 18 Of 19 FLORIDA Lic. 111 44167 tn 500' .551, 551 -.5w .040' OAO n 60" 11jLL R. oia, L .07,3, 025* C140- .01a" osc- n cq P.040' L Ll FL I KI-i 0D 0 . ! qi rA- -225' tn D64" _iiL r, - I I R,040 o,I - AD L .045- 535' 361" L.512' L - 6--; .551* .337--,.J 1- .337 .562 INSERT FOR .354' 02� INSERT FOR TYPE 3 SLAT: (,&-'I TYPE 4 SLAT: SMTS TYPE 3 & 4 TYPE 5 SLAT: ��LATS TYPE 5 TYPE 6 SLAT: (e TYPE 7 SLAT: Cl) TYPE 1 SLAT:(p TYPE 2 S LAT: (A P77 REBAR EXTRJDED Alim. SLAT EXTRUDED Alum. SLAT RAVJ-65 PVC SLAT IZ7 RAN-60 PVC, SLAT R60/65 PEBAR P77 PVC SLAT AF 200 ROLL FORMED AF 150 ROLL FORMED US 60 US 601 NITAR R-14 RIGID P.V,C. NITAR R-14 RICID PY.C. 6061-T6 OR 6005-T5 NITAR R-14 RIGID P.V.C. A.S.T.M. A-525 CA-V. STEEL ALUMINUM SLAT ALUMINUM SLAT ALUMINUH ALLOY W1 Fy 36 ksi 6063-T6 ALLIMINUM ALLOY 6063-76 ALUMINUM ALLOY W1 FLEXURAL STRENGTH OF W1 FLEKURA- '3TRENGTH OF W/ FLEXL�RAL ST?ENGTH OF 10.6 k, s. i., AND MODULUS 10.6 k� i� i.. AND MODULUS 10.6 It. s. i., AND MODULUS OF ELASTICITY OF 480 k. S. i. OF ELASTICITY OF 480 k. s. i, OF ELASTICIT� OF 4EO k. S. 120' .120" 3.000' 551, 175* A25, .551" 2co, 200" .210 .0 .124-- go" .133" 1 1 .21 .133, .205" 17 .24a- .80 4 a- 254" 210 1250, P.080--, .140" tn B .040* R.070 .07 lyp, U I I ,.040, a ,a. 2" r T [C'o.236" 44 .23 .365' L 364' j!; =L F_ OD TYPE 1 HEADER CHANNEL .236' -1 97" .097 219 6005-75 ALUMINUM ALLOY "Z� 5,3 1, @ INSERT FOR -236- INSERT FOR INSERT FOR TYPE 8 SLAT: SLAT TYPE 8 SLAT TYPE 9 TYPE 1 STORM BAR: 1 3/8" x 3" TYPE 2 STORM BAR: R55 REBAR TYPE 9 SLAT: R50 REBAR STORM BAR 'T 3' EXTRUDEC, STORM BAR , RUDED STORM BAR 'N INSERT P55 PVC SLAT 6061-T6 OR 6005-T5 P50 PVC SLAT 6005-T5 ALUMINUM TS OR 60,35-T5 ALUMINUM ALLOY 6005-T5 ALUMINUM ALLOY NITAR R-14. RIGID P,V.C. 6061 6061-T6/5005-T6 ALUMNUM ALLOY (STORM BAR) W/ FLEXURAL STRENGTH OF ALUMINUM ALLOY NITAR R-14 RIGID P.V.C. ALLOY 6005-T5 ALUMINLM ALLOY (INSERT) 115- W/ FLEXURAL STRENGTH OF 120' 75. 10.6 k. s. i., AND MODULUS 10.6 k. s. i- AND MODULUS 75 120" OF ELASTICITY OF 480 k. S. i. OF ELASTICITY OF 40D k. 1. .740* G 12T .210 8 .115* 1.228" 115- .210" 210 Typ F Typ. 27 175' .,74- 3,_3: 4 �Gj .313 I . F-4-HI - - 9 Typ- 11 Trp. 4 .875' f) a75" OG1 INSERT FOR 25* @ TYPE 5 STORM BAR: TYPE 6 STORM BAR: LRAW .1 .875" x 2.3" J 2.3" EXTRUDED STORM BAR STORM BAR 2.3" EXTRUDED STORM BAR 5061-76 OR 6005-TS ALUMINUM ALLCY PURLIN �NSERT W/ INSERT 6061-T6 ALUMINUM ALLOY 6061-T6 OR 5005-75 ALUMNUM ALLOY S. B. C. ROLL-UP SHUTTE�R SCALE INSERT FOR TYPE 3 STORM BAR 1 1/2" x 4" 2/03/9!� CF ' TYPE 4 STORM BAR ROLL-A-WAY DATE 4" HEAVY EXTRUDED STORM BAR STORM BAR 4" "iEA\,'Y EXTRUDED STORM BAR �i�LE�CO�im z STORM AND SECURITY SHUTTERS 6061-Tfi OR 6005-T6 ALUMINUM ALLOY 6005-75 ALUMINUM ALLOY TILUT TESTING & ENGINEEINNO COMPANY SltO597 OAK STREET N. E. 99 - '15 W1 INSERT 6595 N,w. 36th.St. Ste 217.MPGO"GAPDENS. F1 3,166 PETERSBURG. FI. 33716 105 571-1531 DRAWING No iftl-T6 OR 6005-76 ALUMINUM ALLOY phor4 (30"_)i17I- 530 raw :V ) I ay.M. I wscwmw 0AIrr WALTER A. TILUT Jr.. P. E. 98-72 12,03/91 S I SHEET 2 Of 19 FLORIDA Lic, 44167 2 - Ty 45- CKAMFER (OPTIONAL) (Typ, Top BOTTOM) 45- C14AMFE:? (OPTIONAL) a (Tyr. TOP & BOTTOM) 032* 161 1 OP6�p - I I 4. '032" 4 1/2. S-TUBDETIIL 1/1 a 45- CHAMFER ((>PTIONAL) (Typ.) 17 T. S.) (Typ. Top & BOTTOM) TOP P.ROF`LE 3005-H28 ALLOY. BOX SIDE BRACKET TYPES 17 'b- LEADER W/PLUSH. �A P3 REAR PROFILE 3005-H28 ALLOY. Bo_, 4 '0. PR FILE 3005-H28 ALLOY. C ER PROFILE 3005—H28 ALLOY. N 0 ISK. 0. D. OYLV N D . 4 1/4 13 LIN ON W/BALLS. :00-L SIDECIBISR"ACKET: cAS;T ALUMINUM. 10 12 R 5:8eORN�L1.7/32" 'OADE. DE SLAT. EXIRUOED ALUMINUM DRAWING HOOP, 9 GALVANIZED STEEL DRUM. 1 0/16" 0. 0. 0.032' Thk. RETAINING METAL PLATE: 26 Go. GON. S11- AT EACH END. NYLON FERRULE: 1 17/32' 0. 0. D.D45' Thk. 3 5/16' Long. NYLON FUNNEL. BOX COMPONENTS AND ASSEMBLY DETAIL SCREWS: 111 4 1/2* S. S. B. C. ROLL-UP SHUTTER SCALE 2/031/99 ROLL-A-WAY DATE STORM AND SECURITY SHUTTERS IL ECO 10597 OAK STREET N. E. /r,,T-1 TILUT 'TESTING & ENGINEEPING COMPANY St. PE-rEPSOUPG. Ff. 337 15 99 - 25 15595 N.W. 38th St..Sto 2`17.VPG"h WOENS, FI 33166 DRKNING No phww :(3ft)871-1531 xv.we OCS"AMW WALTER A. 7ILLIT Jr., P. E. 28-79 12/03/791 3 1 SHEET 4 or 19 FLORIDA LiC. 44167 POUPED CONCRETE CONCRETE ANCHORS CONCRETE ANCHORS 0 ----- REOUIRED V. 12" 0. C. POURDED CONCRETE 12" 0. C. -------------- REOUIRED---- POURED C 'RETE ONf, REGUIRED DOOR io 0 : --------- L I OR r- 2' Min. WINDOW CLASS- OF? OR& --------------- B\)c 1 10 0 0 ( -1 �(D-1 I� 1D) Dl (' o,OK z .......J, ----------------- Sl D (D OGOR 1 1/2" . 1" -125" 0'-1 11/16"Alim ANGLE r-R)OR S EACH SIDE W/ (2) 111 12 - F 0 --- DOOR 3,'4* S. M. S. EAC14 LEG 10 L--- OR DOOR Dl OR WINDOW CLASS DE3 (E�)(DG OR a OR CB )OC CE , S S H WINDOW C 2" MINIMUM 2" MIN MUM NOTCHED TO FIT INTOG R OR S � F it GLASS OR @2)@3 C4)e5 GO @6 (A�D7 @ OR E) @ OR S 0\'Vops v A01 C�3)(D4 @ OB (K) CEILING MOUNTING SECTION V - v (l olj 2* MINIMUM— @OR @ (f)OG OR H in,) EQ E0 E EG.-1 B @ OE OR CONCRETE ANCHORS -------- T 0 OR 0 :0 0 0 FOR CONNECTION T TO SLAB OR S. M. S. OR H [- -dw (D @ FOR CONNECTION 1 1/2" 1 1/2" x A 25" x 0'-4 1 w 0 R TO ALUMINUM 12- ALLIMINJM ANGLE 2- MirY SO (SEE SCHEDULE ON .750"..750". W/ (2) 3/8" 0 x 2 1/�- SHEET 16 OF 1 RAWL BOLTS EACH SIDE. (Typ. TOP BC >1 -I 9) (i 1�71 in )TTOM)-'::� POURE 7E I 'T SINGLE BRACKE 0'-4 2- W (2 _ _L I/ Zt LT A/ 1)3/0 OR CONCRETE BLOCK CRE 04 REOUIRED OR DMISILE BRACKET @ @ SINGLE & DOUBLE In -A (SEE SCHEDULE ON SHEET BRACKET ANCHORS 04 (SEE SCHEDULE ON A 0 17 OF 19) @ SHEET 17 OF 19) 115- (14 u� WALL MOUNTING : SECTION V - V (2) R 00 OR SECTION S S /0 r------------------- (D @ 0E I I a OR @ 006 OR POURED CONCR --- 0 ETE CONCRETE SLAB OR C --- S Q OR Lq 0 0 1 OR SEAT ANGLE (INVERTED) or 15 61 REQUI RE 0 HEADER R OR EDGE OF ff�l (2) # 14 3/4- S. M. S. EA. u- CS WALL SIDE FOR UP TO.80.0 psf zoo V i r. (3) # 14 x 3/4 S.M.S. EA. SIDE FOR GREATER DESIGN LOADS. r 3.000" Mi POURED CON(.R TE SECTION Sl Sl REOUIRED— /14 CONCRETE ANCHORS D DOOR 0'-1 11/16" Alurn. ANGLE CEIUNG & FLOOR MOUNTING OR 0 0 C. EACH SIDE IV/ (2) 4 12 x ELEVATION X X WINDOW GLASS 1 3/4- S. M. S. EACH LEG @ CG )OP NOTCHED SECTION V V (1) SI I I I a 70 FIT INTO ROLL-U:' SHUTTER SI S 8(9(9(9 @ SCALE 2" MINIMUM .- I —1 A ��7)(,A8 OR 2/03/99 (Min..) \-.: (D9 ROLL-A-WAY DATE 11' A f 1/ 7ELIECO STORM AND SECURITY SHUTTERS U)OR 0 tO597 QA4 STPEET N. E. TILLIT TESTING & EINGINEEF"NO COMPANY St. PEIERILOURG. FLOR110A 33716 99 - 25 6595 N.W. 36th. St.. Sit. 217.VPGIPLA GAROENS.F. 33166 WALL MOUNTING SECTION V - V (2) Ptono ; 1305)871-1530 . Fav : (3M)571-1531 orv.No wwowrom uvr I ftv.m, wscwmo* oAlr DRAWIN3 No WALTER I T LLIT Ir uLD 98-72 t FLOR;DA '�4'P. E 12/03/9 3 3 SHEET 6 Of 19 L:,. 61 2 —4 > W 3 CONCRETE ANC4OFS 4 12'0. C. L OR FOURED CONCRETE REGUIPED x 3' x 3/8' w 0'-3' 6061-T6 Alum. BRACKET W/(4) M. S. 70 HEADER 12 S. L 8* VHRU BOLT THRU REoNropCE @ORO CONNECTION &OR (SEE DETAIL X) TO (D OR @ W/(2) # 12 1 1/2- %li POURED CONC:?EIE S. M. S. 0 THIS LOCATION ONLY. OR REI"RED 1 1/'Z" 1" .100* v (7yp. EACH SIDE) (a @ 1 1 1/2" 1" 100" O'-S" 0 0'-6' Ahim. ANGLE (INTERNAL) W/01 # 12 3/4' S. Lt. S. Abj-. AIJCLE (INTERNAL) W/72�, TO (_C.OR(9 (3) IS" 0 0 S, S. RWETS TO 1/4- . 2" TAPCCN ANCHOPS TO WALL 3 A.4 A6 (3) Lj .250 0 'A7 OR k SIX SCHECULE FOR ANCH09S I REOUIRED CN SHEET IS OF 19 ------ @ W 7 z OL (Typ. TOP BOTTOM) 0 0 1 1/2' 1" Aw q__6-A7 0 0 sr� �Rc) W-6 318' INTERNAL Alum. I I �CCINCEhYRATE (I)— z I AIJGL_: WAA) 3/16' 0 S. S. 0 cb 0 1/4 A . 3 1/2' TAKON',-, 'OR RNETS TO ANCHORS FROM TRACK QOR@�- 0 0 0 4, 0 1/2" 1' .,Do- f f, TL/7//, TERNAL Nu�. A a 0 0 0 ANGLE W/(4) 3/16* a S. S. T POP RIVETS TO V) 0 0 OR CONNECT TO 014/ L 2 # 1 4 y:3/4" S.M.S-& CONCENTRATE (2) 12 w 1 1/2' CONNECT OR nKTO�X\ END CAP '-,TUB S. M. S. FROM TRACK 0 OR T To W/ 4 # x 374 CR(E)CONNECT (D TO(X W/ L OR cz NULLION 0 THIS LOCATION 0 LY. (SEE NOTE 1) 0 A C, (Di 2 111 14 w 3/4" oi @ M.S CONNECT )OR K T 3" x 3' w 3/8" x 0'-3" CONNECT (q T�:)(Z)W/ W 4 # q11 3914 S. z D w/ ---4_ 6061-T6 Alury, BRACKET W/(4) 2 # 14 x /4* S.M S & (SEE NOTE 1) CL 3" 3/8' x 0'-3" If 12 S. M, S. 70 HEADER & C) 0 ---END CAP CONNECT qj OR(K)TO x OR 3j8' o 7HRU BOLT THRU W/ 4 374- S.. 3. 3 6061-T6 Alum. BRACKET W/(4) DOOR (W OR ;,SEE DErAIL )0 (SEE NOTE 1 52 12 S. M. S. TO HEADER & OF? nuWI1XX1W CLASS OR 1/2' 0 y 4 RED HEAD EEVE CHORS THRU (D OR (D w AN (SEE DETAIL X) OR X ___@U @ 0/5 OR R/5 0/5 OR R/5 1 112' w I" JW PLAN 1 D'-S 3/5"INTERNAL Alum. WALL MOUNTING ANGLE W/(4) 3/16- 0 S. S. POP RIVETS TO END CAP SECTION W W (5) (TW. TOP& BOTTOM) Mm. SEE SCHEDULE ON SHEET IS OF 19 —3,000" Min.— FOR SOLIS PEOUIKO (T�J�. TOP &80170M) POURED CONCRETE CONCC14TRATE (1) 1/4' 0 lo C7-,,T REOwRED w - 5 3 1/2* TAPCON 46NCHOR I > FROM TRACK QORQ) T_ TO WALL POURED CONCRETE REOUIRED X////////,/� —3 000' kom A9 OR HOLE FOR 3/8--THRU BOLT OR 1/2. (DA7 A08 0 Q SECTION W W (3) RED HEAD AN(>40R, 0 END CAP STUS 0 3" 1 3" 3/0" w 0'-3" 6061-T6 Mum. BRACKET W/(4) 1 12 S. M. S. TO HEADER & : o C, 1/2" 6 y 4 RED HEAD LEEVE 01::��Dl (DORO —2-COO' ANCHORS THRU (5)OR CV5. CONNECT TO X W/ M.S. (SEE DETAIL X) 2 14 x1q/4'11t A CONNECT OR 39K To (�X NOTE 1 VHE DE W1 4 # 1 x 3 4" S. S., (V OJOReKCoNNECTION DETAILS TO MULLIONS Wi fo - OR WALL 5 OWN ON SECTIONS W - W (-3) (SEE NOTE 1) (5) SHALL ()NLY BE PERMITTED FOR DESIGN 1 1/2* x Vo .100* y I DETAIL X (PLAN) PRESSURE RATINC-S, HEADER SPANS AND STORM BAR 0'-6 3/8" INTERNAL Alum. HEIGHTS AS SHOWN ON SCHEDULE ON SHEET 19 OF 19. ANGLE W/(4) 3/15- 6 S. S. (CASE a2 ON SCHEDULE). POP RIVETS TO END CAP 0 END CAP OX S. B. C. 6- ROLL-UJ;D SHUTTER SCALE ROLL-A-WAY OAT[ C. 11LIEC01111 Z—\ STORM AND SECURITY SHUTTERS L 0597 CA< STREET N. E. 1� PIETERSSU4G. FLORIDA 33716 99 - 25 PLAN 2 TIL IT TESTWO & ENOINEE11"NO COMPANY 6595 N.W. 36th. St.. Sta. 217.VIRGWIA GAPOINS.F. 33164 : (305)871-15W.Fo. :(305)VI-iS31 V. orscovilax .3or I acy.ft tesc"IMN DATr DRAWING No WALTER A- TLL'T "-. P_ E. ()LD 98-79 12/03/991 3 SHEET 9 Of 19 FLOR'DA Li,. # -4167 SLAT PERFORMANCE CHART MAXIMUM NEGATIVE DESIGN PRESSURE RATING "W" (p. s. f.) AND CORRESPONDING MAXIMUM SLAT SPAN (USE NEGATIVE PRESSURE VALUES AS PER SECTION 16()6 OF '97 S. B. C.) \SLAT TYPE TYPE 1 SLAT TYPE 2 SLAT TYPE 3 & 4 SLATS TYPE 5 SLAT us 50 us 601 RAW-E5 =VC & RAW-6D PVC P77 PVC- m M" MAXIMUM SLAT SPAN MAXIMUM SLAT SPAN VAXIMUM SLAT SPAN MAXIMUM SLAT SPAN ox. D r ESIGN SINCLE UNIT MULTIPLE UNIT StNGLE UNIT MULTIPLE UNIT LOAD SINGLE UNIT MULTIPLE UNIT SINGLE UNIT MULTIPLE UNIT (p.s.Ql\\ A C D A B C 0 A c A 8 c 25.0 7'-1" 7'-1 7'-3" 5'-5" 4'-5" 4'-G' 3'-9- 5'-3� 4'-5 4*-D" 3'-9" 3'-8" 2'-7- 2'-l" 3'-8 2'-7� 2'-1 30.0 6'-11 5.-,J. 4*-2- 3'-9" 3'-7" 5*-D" 4'-2 3*-9" 3'-7- 3'-4* 2'-4" - 3'-4" 2*-4" 35.0 6 1_8" 4'-0'* 3'-8" 3'-6" 4'-9" 4'-0' 3'-5" Y-6" 3'_1'* 2'-2' - 3'-1 2'-2" 40.0 5'-4" 6 4 6'-5" 6*-5" 4'-B' 3'-11" 3'-6" 3'-4" 4*-8" 3,_1 1" 3'-6, 3*-4* 2'-11" 2 1' - 2'-11 2*-l" 45.0 6'-2 6*-2" 6--l'. 6'-3" 4*-i')- 3'-9** 3'-5" 3'-3- 4'-S' 3'-9" 3'-5' 3'-3- 2'-9'* - - 2'-9" r '-8� 3' - 4'-5' 3'-8" 3'-4- '-2� 2' 2'-7" 50.0 W-0- 4'-� 3 -4 3'-2' 3 -7' - - 55.0 5*-10" 5,_10" 5-11" 5�-11- 4'-:5" 3'-7" 3'-3' 3'-1" 4'-3" Y-7" 3*-3' 3'-1 2'-6'* - - 2'-6'* 60.0 5'-9" 5'-9" 5*-10" 5,_10" 4'-2' 3'-6" 3'-2- 3'-1)- 4'-2- 3'-B- 3'-2- 3'-0- 2'-4" - - 2'-4� 65�O 5'-7' 5'-7" 5'-8* 5'-8" 4*-1" 3,_5" 3'-1 2'-11' 4'-1 3*-5' 3--l' 2'-11" 2*-3" - - 2'-3" - 70.0 1- 5'-6" 5 6" 5'-7 5-7" 4'-0 3'-5 2'-11 2 11 4'-D" 3*-5" 2'-11' 2'-11" 2'-2" - - 2'-2" - 75.0 5*-5" 5'-5" 5'-6" 5'-6- 4.-()' 3'-4- 2'-10" 2*-10" 4'-0" Y_4. 2'-10" 2'-10" 2--l' - - 2*-l" - 80.0 5*-4" 5'-4" 5'-5" 5.-5" Y-11" 3*-3" 2'-9' 2'-8' 3'-11 3'-3' 2'-9" 2,-8" 2'-1 - 2'-1 85.0 5*-3" 5,_3" 5'-4" 5'-4" 3'-10- 3'-3" 2'-B' 2'-7" 3-10 3'-3- 2'-8- 2'-7- 2*-0' - 2'-D*' 90.0 5'-2" 5'-2' 5'-3" 5'-3" 3'-9" Y-2" 2.-7' 2'-6" 3,-g" 3'-2� 2'-7' 2'-6" - 95.0 5'-1" 5*-2" 5'-2" 3'-4� 3'-1 2*-6* 2*-5" 3'-9" 3--l' 2*-6" 2'-5- 100.0 5'-0" 5-0. 5'-I� 5._i� 3*-B" 3*-0" 2'-6" 2'-5" Y-8' 3'-0" 2*-6" 2'-5" - 105.0 5'-0" 5-0' 5.-l. 5.-l. Y-13' 2'-11' 2'-5" 2'-4- 3'-8- 2'-11' 2'-5- "-4- - 110,0, 4'-11 4'-11 5'-0' 5'-0" 3'-7' 2'-11 2'-4' 2'-3" 3'-7' 2'-1 1 2'-4� 2'-3" - 115.0 4'-10* 4'-10- 4*-11" 4'-11 3'-7- 2'-10" 2'-4- 2'-3" 3'-7' 2'-10" 2'-4" 2'-3" - 120.0 4*-10* 4'-10- 4*-11* 4*-11 3*-6' 2'-9" 2'-3" 2*-2" 3'-6" 2'-9' 2'-3" 2'-2" - 125.0 4'-9" 4'-9" 4*-10" 4'-10' 3'--3" 2*-8" 2*-2" 2*-l' 3'-V 2*-8' 2*-2" 2'-1" - 13G.0 4'-8" 4'-8- 4*-10" 4'-10" 3'-5' 2'-8" 2'-2" 2'-l' 3'-5" 2'-S" 2'-2" 2*-l" - 135.0 4'-8' 4'-8- 4'-9" 4'-9'* 3'-.5' 2'-7- 2'-1- 2'-0" 3'-5� 2'-7- 2'-l' 2'-0" - 140.0 4*-7" 4'-7- 4'-9' 4'-9" 3'-.5' 2'-7� 2'-1- 2'-0' 3'-5� 2'-7- 2'-1 2*-0" - 145.0 4'-7" 4'-7- 4'-8" 4'-8" 3*-4" 2*-6" 2*-1' 2'-0" 3'-4- 2'-6" 2.-l. 2'-0" - 150.0 4-6 4'-G- 4-8 4 _8" 3'_4" 2'-6' 2'-D" - 3'-4� 2'-6" 2-D 155.0 4*-6" 4'-6- 4'-7" 4'-7" 3*-4" 2'-5" - - 3-4 2'-5" - 160.0 4*-5" 4'-5- 4*-7" 4'-7' 3'-3" 2'-5' - - 3'-3* 2'-5' - _1��3 _5_ 1 2'--" 1 - I - '3'-3" 2' 4" 165.0 4*-5' 4'-5- 4'-6' 4' 6" 170.0 4'-4' IV-4- 4'-6- 4'-6- 3'-3- 2'-4 3'-3- 2'-4- 0 0 A BAR (INSERT) 0 EVERY SLAT. I 8 W (INSERT) 0 EVERY SECONC SLAT. 13 0 0 t--L----I c BAR (INSERT) 0 EVERY TH'RD SLAT. 0 C3 0 0 S. B, C. 0 NO 13AR (INSERT) 0 EVERY SLAT. L ROLL-UP SHUTTER p 7111 SCALE rr= 0 c ROLL-A-WAY DATE STORM AND SECURITY SHUTTERS TILIECO-mc- \ I z 10597 CAK STREET 4. E. SINGLE SPAN MULTIPLE SPAN TILLIT TESTING & ENGINEERING COMPANY S1. PETERSBURG. FLORIDA 33716 99 -25 6595 NX 3Mh.Sj..Ste. 217,MRGINA QWXW� Ft 33166 Ph": (305)Sli-1530. ro,: (,05:871-1551 wy. I DATr I WN. a D AWIN No SPAN LAYOUT WALTER A, TILLIT Jr.. P, E. ow 98-79 12/03/991 3 1 SHEET 10 OF 19 FLORIDA Lic. # 44167 2 1 1 STORM BAR LOADING CHART MAXIMUM NEGATIVE DESIGN PRESSURE PATING "W" (p. S. f.1 AND CORRESPONDING MAXIMUM SPAN "L" R A GIVEN TYPE OF STORM BAR AND STORM BAR SPACING. -_ FO (USE NEGATIVE PRESSURE VALUES AS PER SECTION 1606 OF '97 S. B. c.) TYPE I S70PM BAR TYPE 2 STORM BAR TYPE 3 STORM BAR TYPE 4 STORM BAR DESIGN __ PURLIN 3" PURLIN 3- W/ 3- INSERT PURLIN 4- PURLIN A- W/ A- INSERT Ty:lE 5 STORM 13AR TYPE 6 5TORM BAR LOAC, STORM BAR SPACING STOW 13AR SPACING STOFM BAP SPACING TO PURLIN 2.3' PURLIN 2.3" W1 2.3' INSERT "W" (P.!I,Q < 7'-0" .5.-o- 4'-0" i� 3'-0- < 7--o- STORM BAR SPACING GTCRM 84P SPACING STOPM BAR SPAI.INC 5-0- 4'-0- V-0" 7'-J- 0" 4'-0- Ps7_- i l< 3'-O� < 7'-0" 5-0, 4'-0" < < 7'-0" 5-C, 4'-0" 25.0 7*-7" 8,-4. a'-I G" 10*-5" ll'-3- --0. < 7,-o" 5-0- 4'-0" 3,-0- 2' 2'-8' 13*-7" 12'-5' 13'-5* 14'-3" 4--10- 5.-g- - 30.0 7'-3" 8,_o, 8'-5' 8.-,. 6'-5' 9,_5* 10'-D" 10*-9' 10'-6- 7'_5" 6*-c" 7,-6, 7'-' �_o- I 1'-10" 8.-3. 5" 12'-1 14._r 6 7 35.0 6,-8" 7--8- W-2" 13'-7" _4. _3. -5" -2- g'-7- 10'-4' I0,_I_ 1 _0" 11'-8' 12'-6- .1.-5- 7- 8. 4- 12'-4" 13'-1 14'-1' 'I. . 40.0 6*-3" 7'-3" 7'-10" 8,_5* 8' G* 8. -0 5'-5" 6'-3" 5,-c" 5'-11" 6'-8- 7'-6- 9' 9'-3" lo'-o" 12'-0- 12'-8" 45.0 5'-10" 6,_10" 7'-8" 13'-7" 3 a" X-6- 5'-1" 5'-'o.. 5'-7" 6'-3- 7' 8'-3" 7'-9- 8,-6" 9,-0" 9*_8" 9,_5" 0 1*-9" 5'-6" 6*-6' 7*-3' 8,_O" 7'-6- 50.0 11 12'-3" 13'-2" 6'-9 4 4 6- 4 5 W-4' 8,_9" 9'-2" 11-5- 10,_5, 12'-D" 12'-10" 3'-3" 4'-1 _2" 5'-0* -7. 55.0 5,_5" 6,-2" 6-11- 7'-1 D" 7'-6" 5'-3* 4 5. 6_5" 2- 12'-7" 3*-3" 3'-10- 4'-4- 5'-0" 4 2 4'-9 5'-4" 4 7- _10- 60.0 5'-5- 6*-8' -5. 9*-o" 9*-2'" 9'-7- 11,_5" 12'-3- 3*-3' 3*-a- 4'-2" 9 5.-9- 1()'-2" 10 10'-4- 10 10" 65.0 5*-2* 6,-5, 7'-4" 7'-3' 7.-9, 70.0 5'-0' 5*-6" 6'-2" 7'-1" - 101-9- 9*_11, io'-7- 1 V-2" 12*-0" 3'-3' 3'-6- 4'-0" 4'-7" 4'-Q" 4*-4" 4 5'-6" 7'-0- 7'-8- a'-I" a'-8, 9'-3" 9'-9- 10'-6- 9'-7- 10*-5" 11--o'. W-10, 3'-1 -5- 5,_10" 4'-5* 5--5" 75.0 4'-10" 5'-4' 5,_11, 6,-1 o" 6,-g* 7'-5- 7*-11" 4'-3- e,-3" 8'-3' 9,-0, 9'-7- 80.0 4'-8" 5'-2- 5,-9. 6.-a. 10'-4- 9'-3" 10*-t" lo,_10, ll,-7" 3*-.,), 3'-4- 3'-a. 4'-3' 3'-9 4'-1 X-7' 6'-6' V-2- 7'-10" _9" 1 10-2 lo'-s" 1 V-5- 2'-11 85.0 4'-7- 6. 8' -_T-2- 5,-0, 5'-7- 6,-5" 6'-4- 2' 3'-7- 4'-2- 3-7- 3'-1 Jo,_O V-6, g'-4- 10'-0" __T_9 7� 8- - 1 10'-6" 2'-10' 3,_1" 3'-5" 4'-D_ 3'-10" 3 4,-1 I" 90.0 4'-5" 4' 10 5'-5" 6*-3" 6'-2' -6. 95.0 4. 2' 7'-6" V-21, Si-2" 9-1- W-5, g'-3' 10'-4" 2'-9" 3'-0' 4 4-9, V-21" 6,_1" 3--4- 3'-!5- 3'-9* X-2- 4,-10" - 6,-0" W-7 7-4 8'-D" 7*-4" V-0 9,_9, 8,_3" 9,-0" 10--l'. 100,0 4*-2' 4*-7 3*-3" 3-9- 5'-2' 5,_11, 5,-10- 6,_5" 7' 9.-7- 8,-G- -lo- 10 3*-4- 3'-7- 4'-1 4--g" -2" 7'-11 7*-l' 8'-9" 7' 2*-10' 3*-2" 3'-3 3*-6' 3'-1 1 105.0 4-1 4'-6- 5,-o" 5'-1 D" 5'-8" 7'-0' 7'-10- 6,_11, 7'-7- 8'-6* 9'-6* V-7- 9-7 2'-6" 2'-9- 3'-I 110.0 4'-D- 4- B. 5' 4'-11 V_a" 5,-7. 3'-7- 3'-2 3'-5" 3'-1 0" 4'-5- - 6,_10- 7--V G,_9" 7'-5- 8'-4" 7'-B' 8'-4- g'-4' 10'-7- 2'-6- -9- 115.0 4'-3' 4'-10 57--6- �7__5�" _�_ 3*-6' 3,-l- 3'-4' 3,_9" 4'-4" 1,- 6-a. 7'_8' 6,_S" 7'-3- 8--v 9_3" V-6' 8'-2' g'-2" 120.0 113-5- 2'-5" 2'-8" 3*-0" 3,_5" 3'-10" 4'-2- 5,_5" 5'-10 V-6. 7'-6' 6 6' 7'-2- a 3'-G" 3'-3" 3_8" 4--3- - W-0, 9 2- 7'-4" 8,-0, 2-7- - 125.0 3'-9* 4'-'- 4'-7' 5'-4" 5'-3' 5'-9' 6'-5' 7.-5. 0. 10'-4" 5" 2'-7' 2'-1 1" 3'-4- 3'-3" Y-7" 7 1 .-0. 6'-4" 7-0 9 7'-2- 7'-10' 8'-g" 10'-1" 2-4- 2'-7- 2'-10" 3'-4' 2'-11 3'-2' 3,_6" 4'-1" 130.0 3,-8* 4*-0- 4'-6' 5'-2" 5*-7' W-3' V-3' 6*-3" W-10- 7'-8" a'-1 o'. 2 3 2 6 135.0 3'-7- 4'-5' 5,_1" 7'-0' V-8- 8'-7- 2*-3" 2'-6" 2'_10' 3'-3* V-10" 3*-1' 5'-0- 6*-2" 4'-0. , a" , . . 6. 8,_8" __�7- - 3._O_ 140.0 3'-7' 3'-11 4*-4 -0. 2 3 2 4'-11- 6'-2" 6 9 7-6 6,_11" 7'-5- 8,_5" 9*-g" _3- 2'-9- 2- 3'-5- 3'-11 I -w_3 2'-2' 2'-8- 3,_l, 3'-0" 3'-4" 145.0 3'-6* 3*_10, 4'-3" 5,-5* W-0, 7'-0' 6'-0' 7'-4" 8,_6* 7*-5- 1)'-7" 4'-10* 4 2*-9" 3'-10 6,_10" 5�-11- 6*-6" V-3- 8'-4' W-8- 7'-3' --- 8'-2* 9,-5" 2*-2" 2'-4- V-8- 3'-1 2'-S" 150.0 3'-5* 3'-9' 4'-2" 4'-10" 4'-9' 2'-11 _3" 3" 5,_10" 5'_10- 6'-4" 8"-3" W-6" 7'-2' -,-'-2" 2-4 155.0 8" 4'-2' 3'-0" V-15" 2'-.10" 3' 3'-4- 3'- 47-9- 4*-8' 2- V-9. 2'-7" -3" 3'-9" 5*-9" 6'-3 7'-0' 67--5- 7'-0' 7'-10' 9,_1. 2*-l" 2'-4" 2'-7- 3,_O, 2'-7- 3'-2- 3'-8" 3'-S' 4'-8" 4'-7" 5'-1 5 6,_6" _I - --- - 2'-10" - 5'-8- 2 8 11 W-0- W-4- 6'-11 7*-9" 8,-11, 2*-3" 2*-6" 1- 2'-7 -lD' 3'__ 6'-10* 7'-8- 2-D. 2 7' 7. _�-5- !�-6- C'-9- 7'-lD" 6 3 4'-0" 4-7- 4 7 5.-0. 5'-7- 2' 2 9" 3*-1" 3'-7 Y-6- 3'-1 1" 2'-6" 2'- 2'-6" 2- - '3-1- 9* .3*-E." 6 5,-6" c-s" =7 6. 1 6-2- -9. 0. V-6' 8'-8" 2'- 2'-2- 2' -5 0" 19�' �3'-0 3'-6" STORM BAR SPACING SHALL BE SUCH THAT MAXIMUM 'SLAT SPAN SHALL NOT BE EXCEEDED. ROLL-UP SHUTTER SCALE 2/03/99 ROLL-A-WAY DATE IN C--m STORM AND SECURITY SHUTEPS IlLfic 0 - TILLIT TESTING & ENGINEERING COMPANY 10597 OAK STPEET N. E. 0595 N-W 36th. St. St*. 217, MMINA WDENS. n, 33168 PETERSBURC, FLORIDA 33716 99 - 25 PhOlf : (31"71-1530. Fav; '30!.)871-1531 1 .�� orsaWN101 0AIr CT"I""m DRAW14G No NALTER A. 1ILL4 Jr., P. E. OLD N-7q 1�,/V�jqqj FLORIDA Lic. 1 44167 SWEET 12 OF 19 MULLION LOADING CHART MAXIMUM NEGATIVE DESIGN PRESSURE RATING "W" (p. s. f.) AND CORRESPONDING MAXIMUM SPAN "M" FOR A GIVEN TYPE OF MULLION AND MULLION SPACING. (USE NEGATIVE PRESSURE VALUES AS PER SECTION 1606 OF '97 S. 8. C.) TYPE 3 MULLION MAXIMUM TYPE 1 MULLION TYPE 2 MULLION 3" X 2" RECT. TUBE DESIGN 3" y 6" H. DUTv POST 3" X 4' H. DUTY POST LOAD MULLION SPACING MULLION SPACING I,AULLION SPACING > 8' TO 10' >10 TO 12' W" (P.S.0 3' OR LESS > 3' T 0' 5' > Is' TO 3' > 8' TO 10' >10' TO 12' 3 OR LESS > 3' TO 5'_ __>_ 5' To 8' > 8' TO 10' >10' TO 12' 3' OR LESS > 3' To 5' > 5' TC 8' -3" 14'-2" 1 -4" 1 i'_10" 11 10.-9- 10'-2" 8'-4" 7*-0" 25.0 18*-5'* 15'--7- 15' 3 -2" 9'-7" 7'-10" 6'-7- 30.0 17'-4" 14'-8" 14'-4" 13'-4" 12'-7" 13'-2- 1 12'-8- 11'-IV, 12'-c- 10'-7" 10'-5" 9 5" 3" 35.0 13'-11 13'-8 9'-3" 8'-8" 7 2 6'-0" 40.0 15-51" 13*-4" 13'-l" 12'-1 45.0 15'-2" 12*-7" 11.-8" 6 9'-7 6'_10" 6*_10" 5*-9'* 5'-7" 50.0 14'-8" 12'-4- 10'-7" 9'-3- 8'-7" 6'-7- 5'--5" 55�O 14'-2" 12'-0" 10*-3" 9*_1'* -8'-1 1" 8'-3� 7'-10" 6'-5" 5'-3" 60.0 13'-9'* 1 10'-7 10'-0" 10'-F-" 8'-8" 81-1. 7'-7� 6'-3" 5 1" 7'-10- 7*-5" 65�0 13'-5" 1 10'-4" 9'-E" 1 2 9--11- 8*-5" 8,-3" 7'-B" 7'-2" 5'-11" 5'-0" 70.0 io'-Io" 10'-l" 9,-6" -1. 7'-6- 7'-0" 5'-9" 41- 75.0 12'-g" 1 O'_9" 10'-7" 9'-10" g'-3' 7.-11" 5'-8" 4'-9 80.0 12'-6" 10'-7 10'-4' 9'-7- 9'_1 g'-6- 8'-0' 5'-7� 4'_8 85.0 12'-3" 10'-4 10'-2" g'-5' 8'-10" 13'-4' 7'-11 0" 7'-9" 7'-2' C-'-9" 8'-8" 9.-2' 7'-9" 7'-7- 7'-0" 6'-7" 5'-5' 4*-7" 90.0 12'-0" 10'-2" 10'-0" 9'-3' 95.0 11,_10- 1 O'_o" 9'-9" 9--1- 8'-7' 9'_o' 7'-7" 7'-5" 6'-5" 5'-4 4'-6 100.0 1 1 7" 9'-10" 9*-7" 8'_ii 8'-5" 5'_10* 7'-5" 7'_4 6'-9" 6'-5" 5'-3" 4'-5 3. 6'-8" 6'-3" 5'-2" 4'-4 1 V-5" 9'-8" 9*-6" 8._'g. 8'_ 3'-8'- 7'-4 7-2" 105.0 -7" 6'-2 5'-1 4'-3 110.0 9'-6" 9'-4" 8'-8" 3'-7' 7 3" 7'-l" _6' 4'-3 8*-6' - 0 5'-0 9*-2" 3'-5' 7'-1 7'- 115,0 1 V-1 9'-4' .-0. - 120.0 10*_11" 9'-3 9 8'-5' 7'-11 (3'-4� 7 6'_11 6'-5" 6'-o" 4 -11- 4'-2 'g.-1 8'-3 7'-10" 6'_1 6 -9- 6'-4" 5'-11 4'-11" 4'-1 125.D 10'-9" a'- 6'-i 0 6 -a- 6'-3" 5_10" 4'-10" 4*-1 130.0 9'-0'* 8'-10" 8'-2- 7'-S" - - 4'-9" 4'-0 8,_1 7'-7' 6*-9" 6'-7" 6'-2 5'-9' 135.0 10'-6" 8'-10" 8'-8" -1'. 4'-0 6'-8" 6'-6" '3' 5'-g- 4*-8" 140.0 10'-5" 8'-9" 8-7" 7'-6" 6'-7" 6'-0" 5*-8- 4'-8" 3*-1 125*D 10" 30.0 '-9- 35.0 4'-8- 1 40.0 _5" P4 -18' 145,0 10'-3" 8*-B" 8'-6 7'-11" 7'-10" 150.0 10'-2" 8'-7 8'-5" 7'-1 o' 7_4' '7'-9" 6*-6- 6'-5" 5*-7- 4'-7 3*-10" 7. 8 5'-10" -6� 4'-6' 3'-10" 155.0 10'-0" 8'-6" 8'-4" 7'-g 7'-3� 7*-8' 6'-5" 6'-4 - 5 5'-10" 5'-6" 4'-6" 3'-9" 7'-7' 6'-4" 6'-3" 160.0 9'_11" 8'-5" 8'-3" 7' a7'-2" . 1_ '_6 5'-9" 5*-5- 4*-5" 3'-9 8'-3" 8'-2" 7'-7 7'-6' 6'-4' 6'-2" 165.0 - 5'-4" 4'-5" 3'-9 170.0 7 1 3" 1 S B. C. ROLL-UP SHUTTER SCALE 2/03/19 ROLL-A-WAY OATE STORM AND SECURITY SHUTTERS 10597 OA9 STREET N. E. TR.LIT TESTING & ENGINEERING COMPANY St PETERSOURG. FLORIDA 327115 25 w#, 361h. St.. Stc 217.�ARGI A CARMNS, fl- 33168 pt�a.e: j'1,)5)871-iS30 rovt": (�05)871-1531 OAVC DRAMNO No WALTER A TILUT Jr., P.E. CILD 98-79 2/03/4 SHE FL-)RIDA Lic, J 44167 MINIMUM AMOUNT OF SHEET METAL SCREWS AND MINIMUM AMOUNT OF ANCHORS SCHEDULE FOR METAL TO METAL AND METAL TO CONCRETE CONNECTION OF STORM BARS (USE NEGATIVE PRESSURE VALUES AS PER SECTION 1606 OF '97 S. B. C.) MAXIMUM STOPM BAR HEIGHT GIVEN STORM BAR SPACING OR 3PEN'NG WIDTH/2 FOR 1 STORM BAR DESIGN (Ft.) LOAD STORM BAR SPAN l< 5' 4 111 12 3' 4 7APCON'S 4 # 12 > 3' To 4'4 TAPCONS 4 # 12 > 4' TO 5'4 TAPCONS 4 # 12 > 5 TO 6'4 rAPCONS 4 # 12 > 6' TO 7*4 TAPCONS > 5' TO 7' 4 111 12 4 TAPICONS 4 # 12 4 7APCONS 4 # 12 4 TAPCONS 4 # 12 4 TAPCONS 4 # 12 4 TAPICONS 25.0 TO 50.0 > 7' TO 9' 4 # 12 4 7APCONC, 4 # 12 4 7APCONS 4 12 4 TAPCONS 4 # 12 4 TAPCONS 4 1 12 4 TAPCONS > 9' TO 11' 4 # 12 4 "TAIRCON5 4 # 12 4 7APCONS 4 12 4 TAPCONS 4 14 * 4 TAPCONS 4 # 14 * 4 TAPCONS > 11' TO 13* 4 111 12 4 TAPCONS 4 # 12 4 -APCONS 4 # 14 * 4 TAPCONS 4 # 14 * 4 TAPCONS 4 # 14 * (2) - 1/2" 0 > 13' TO 15' 4 111 12 4 -APCONS 4 # 12 4 -APCONS 4 # 14 * 4 TAPCONS 4 # 14 * (2) 1/2" 0 6 # 14 (2) - 112- d '< 5' 4 # 12 4 7APCONS 4 # 12 4 TAPCONS 4 # 12 4 TAPCONS 4 # 12 4 TAPCONS N/A N/A > 5* TO 7* 4 # 12 4 TAPCONS 4 # 12 4 7APCONS 4 # 12 4 TAPCONS 4 # 4 TAPCONS N/A N 1A > 50.0 TO 75.0 > 7' TO 9' 4 # 12 4 4 # 12 4 TAPCCINS 4 # 14 - 4 TAPCONS 4 # 14 * 4 TAPCONS N/A N/A > 9' TO 11' 4 12 4 TAPCONS 4 # 12 4 TAPCONS 4 # 14 * 4 TAPCONS 6 111 14 (2) - 1/2" 0 N/A N/A > 11' TO 13' 4 12 4 TAPCONS 4 # 14 4 7APCONS 6 # 14 (2) - 1/2** 0 *1 N/A N/A N/A N/A > 13' TO 15* 4 If 12 4 TAPCONS 4 # 14 (2) - 11/2" 0 *1 6 # 14 (2) - 1/2" 0 14 N/A N/A N/A N/A -< 5' 4 # 12 4 TAPCONS 4 12 4 7APCONS 4 # 12 4 TAPCONS 4 # 12 4 TAPCONS N/A N/A > 5' TO 7' 4 # 12 4 TAPCONS' 4 12 4 TAPCONS 4 # 14 * 4 TAPCONS 4 # 14 4 TARCONS N/A N/A > 7* TO 9* 4 # 12 4 TAPCONS 4 # 12 4 TAPCONS 4 # 14 * (2) - 1/2" 91 11 6 111 14 (2) 1/2" 0 N/A N/A > 75.0 TO 100.0 > 9' TO ll* 4 111 12 4 TAPCONS 4 # 14 (2) - 1/2* 0 6 # 14 (2) - 112" 0 N/A N/A N/A N/A > ll* To 13' 4 111 14 4 TAPCONS 6 # 14 (2) - 1.12- 0 N/A N/A N/A NIA N/A NI/A > 13' TO 15' N/A (2) - 112" 0 6 # 14 (2) - 112- 6 N/A N/A N/A N/A N/A N/A 'c 5' 4 111 12 4 TAPCONS 4 1 1'7 4 TAPCONS 4 # 14 4 TAPICONS 4 111 14 (2) 1/2' 0 N/A N/A > 5' TO 7' 4 111 12 4 7APCONS 4 # 14 4 TAPCONS 6 # 14 (2) - 1/2" 0 6 # 14 1/2" & N/A N/A > 7' TO 9' 4 111 14 4 7APCONS 6 # 14 (2) - 112- 0 N/A N/A N/A N/A N/A N/A >100.0 TO 150.0 > 9' TO 11' 6 111 14 (2) - 1/2- 0 N/A (2) - 1/2' 0 N/A N/A N/A N/A N/A N/A > 11* TO 13' N/A (2) - 11/2" 0 N/A (2) - 1/2* 0 N/A NIA N/A N/A N/A N/A > 13' TO 15' N/A (2) - 1/2' 0 N/A (2) - 1/2- 0 N/A N/A N/A N/A N/A N/A 4 5' 4 111 12 4 TAPCONS 4 # 14 4 TAPCONS 4 # 14 4 TAPCONS 6 # 14 (2) - 1/2- 0 i,I/A N/A > 5* TO 7' 4 # 14 4 7APCONS 6 # 14 (2) - 112- 0 6 # 14 (2) 1/2" 0 6 # 14 (2) - 1/2" 0 N/A N/A >150.0 TO 170.0 — > 7' TO 9' 4 # 14 (2) - 1/2- 0 6 # 14 (2) - 112- 0 N/A N/A N/A N/A N/A K/A > 9' TO 11' N/A N/A N/A N/A N/A N/A N/A N/A N/A N-/A > 11' TO 13' N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A NI/A N/A N/A NIA N/A N/A N/A K'/A > 13' TO 15' S. B. C. 4 14 S. M, -3. 6 # 12 S. M. S. RCLL-UP SHUTTER SCALE (2) - 1/1" 0 ( 3" ITW/RA\ASET UNABOLT SLEEVE ANCHORS (GALVANIZED) OR RAWL BOLT. ROLL-A-WAY 2/03/99 OAT'E 11LIEC 0 INC. STORM AND SECURITY SHUTTERS TAPCONS : ALTERNATIVELY USE PAWL PERKIASEAL TAPPER OR rrW,/PAIISET DYNABOLT SLEEVE ANCHORS. 10597 OAK STPEET I'l. E. TILLIT TESTING & ENGINEERING COMPANY St. PETERSBURG, FLORIDA 31716 99 - 25 6595 N.W. 36th.S.., Ste. 217, VIRGINA CAROM FL 33156 P,�: '305)a71-1530 . Fl,: (305)a7l-Ml WW"WON 2AVr I OV.U. orS:@WN0N fjATr DRAVANO No WALTER A, TILLFT Jr., P. E. Cto 98-79 12/03/;j 3 FLORIDA Lic. 4 441ni 2 1 1 1 A SHEET 16 OF 19 MAXIMUM ANCHOR, THRU BOLT OR SHEET METAL SCREW SPACING SCHEDULE FOR THE CONNECTION OF HEADER (USE NEGATIVE PRESSURE VALUES AS PER SECTION 1606 OF '97 S. B. C.) h - STORM BAR HEIC-14T (Ft.) h STORM BAR HEIGHT (Ft.) MAXIMUM HEADER TYPE 2 STORM BAR SPAN MAXIMUM HEADERS T'rPE 1A & 3 STORM BAR 5PAN DESIGN SPAN "L- (Ft.) DESIGN SPAN -L� (Ft.) �OAD I-EADER FOR 10' SIDEFRAME LOAC 3 1/2- & 7- HEADERS (P.S.q (BRITTANY) 7'-0- > 7' TO 10' "W" (P-S-0 8'-0" 8' TO 12* > 12' TO 15' 4� 6-0" CASE al, CASE al 1� 8'-Q" CASE al CASE al CASE al 6' TO 8' CASE al CASE ol 8' TO I C' CASE al CASE al CASE al 25.0 TO 50.0 > 8' TO 1 Q' CASE ol CASE al 25.0 TO 50.0 > 10' To 12' CASE al CASE al CASE a2 >10' TO 12' CASE at CASE al >12' TO 15' CASE al CASE a2 CASE o2 >12' TO 15*-g" CASE al CASE a 1 >15' To 19' CASE al CASE c2 CASE a2 < 6'-0" CASE al CASE al c 8,-0, CASE al CASE at CASE a2 6' TO 8' CASE all CASE al > 8' TO I C)' CASE al CASE a2 CASE o2 > 50.0 TO 75.0 8' TO 10' CASE cl CASE al > 50.0 TO 75.0 > 10' TO 12' CASE ol CASE c2 CASE c2 >10' TO 12' CASE al CASE o2 >12' TO 15' CASE a2 N/A CASE o2 >12* To 15'-g" CASE al N/A >15' TO 19' CASE o2 N/A N 11 A < 6'-0" CASE al CASE al !c 81-0� CASE al CASE c2 N/A > 6' TO 8' CASE ol CASE al > 8' TO 1 C' CASE cl CASE c2 N/A > 75.0 TO 100.0 > 8' TO 10' CASE al I i CASE a2 > 75.0 TO 100.0 > 10' To 12' CASE a2 CASE c2 N/A >10' TO 12' CASE al N/A >12' TO 15' CASE a2 N/A N//A >12' TO 15'-9" N/.A N/A >15' TO 19' N/A N/A N/rA 6'-0* CASE al CASE a2 !C 13*-0' CASE (32 CASE c2 N/A 6' TO 8' CASE cl CASE a2 5 S' TO 10' CASE o2 CASE a2 N/A >100.0 TO 150,0 > 8' TO 10' CASE o2, CASE o2 >100.0 TO 150.0 > 10' TO 12' CASE a2 N/A N/A >10* TO 12' N/A, N/A >12' To 15' CASE o2 N/A N/A >12' TO 15--g- N/A N/A >15' TO 19' N/A N/A N/A g 6'-0" CASE al CASE a2 ll� 8'-0' CASE a2 CASE a2 N/A > 6' TO 8' CASE a2 CASE a2 > 8' TO I G' CASE a2 CASE a2 N/A >150.0 TO 170.0 > 8' TO 10' CASE a2 N/A >150.0 TO 170.0 > 10' TO 12* CASE o2 N/A N/A N/A N/A N/A N/A N/A >10' TO 12' 1 >12' TO 15' r-112' TO 15'-9" N/A, 14/A >15' TO 19' N/A N/A N/A N/A = NOT APPLICA13LE NOTES (1) ALL CONNECTIONS FOR HEADER OD (TYPE 1) AT ENDDS SHALL BE PERFORMED s 8. C. FOLLOWING DETAILS SHOWN ON SHEET 7 OF 19. AND ARE VALID FOR ALL STORM BARS HEIGHTS AND HEADER SPANS AS PER SCHEDULES. RCLL—UP SHUTTER (2) CASE cl = COPRt��SPDNDS 70 HEADER CONNECT:ON DETAILS SHOWN ON SCALE SHEET 8 OF 19. ROLL-A-WAY DATE IILIECO ,nc S70PM AND SECURITY SHUTTERS 10597 OAK STPEET N. E. (3) CASE a2 = CORRPSPONDS TO HEADEP (',ONNECT�ON DETAILS SHOWN ON TILLIT TESTING & ENGINEERING COMPANY Sl PE-rERS13URG. FLORIDA 32716 99 — 2 5 SHEET 9 OF 19. 6595 N.W. 36th.si..sto. 217.NARONA CAPOENS. Fl, 33,66 DRAWING No WALTER A, TILLIT Jr.. P. E. 12/03/41 s FLORIDA Lic. # 44167 1 —1 a SHEET ig or ig