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701 Beach Ave IMUM HEADER SPa (SEE SCHEDULE) BRACKET DETAIL 1 X W WW OR V W D Q 0 0 OR K _ (Typ.)� Cont. IX i ® � OR 9dh (Typ.) P B C / P O o P / P GENERAL NOTES: O O © OR H / u I. BEEN DESIGNED IN ACCORDANCE WITH'ME 1994 EDITION OF THE STANDARD BUILDING CODE. (Typ.) _ DESIGN WIND LOADS SWILL BE CALCULATED IN ACCORDANCE WITH CHAPTER 16. SECTION 1606.2 OF THE ABOVE MENTONED CODE FOR BUILDINGS 60 FEET MGH OR LESS. OR 191 THE PRONSIONS OF SECTION 6 OF ASCE 7-88, FOR A MINIMUM FASTEST MILE WIND SPEED DF U OR V �^ 110 m.P.',. OR AS REOLIRL�BY THE LOCAL MUNICIPALITY OR OOrERAIENT AGENCY MINIERE INSTALLATION OF ROLL UP SHUTTERS WILL BE PERFORMED. 2. ALL ALUMINUM EXTRUSIONS SK41 BE 6063-T6 ALLOY(LNMESS O1INERMSE NOTED}. (Typ. Ea. END) 3. ALL SCIEAS TO BE STAINLESS STEEL 304 OR 316 SERIES W/50 W ynn pOIKr No / BO W TENSILE STRENGTH. 4. BOLTS TO BE 2024-T4 ALUMINUM ALLOY, CALVANQED OR STAN.E55 STEEL WITH 36 ksl I / Moo"YIELD POINT. 5. STORM BARS SHALL REMAIN IN PLACE AT ALL TIMES- . X 6. ANCHORS TO WALL SWILL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) . W-4 OR V (A) TO EXISTING POURED CONCRETE.- Max. ONCRETEMax. SLAT SPAN SEE SCHEDULE W-5 -1/r 6 x T TAPCON ANCHORS,AS MANUFACTURED ETY I.T.W./RAMSET OR ELCO INDUSTRIES. I -1/4' 0 x T PAWL PERMASE4L TAPPER. AS MANUFACTURED STAT SPAN Max. STORM BAR SPACING SEE RFD BY ltf RAWI.PLUG COMPANY. INC. (SEES SCHEDULE -1/4' ► x T TW/RAMSET DrNABOIT SLEEVE ANCHOR. TYPICAL SINGLE UNIT ELEVATION (NO STORM BARS REQUIRED) TYPICAL MULTIPLE UNIT ELEVATION (STORM BARS REQUIRED) "1)�Ai MMON � R;LPERMASM TAPPER & DYNAeoLT NOTE: SEE SHEET 2, 3 & 4 OF 19 FOR COMPONENTS NOMENCLATUREBE NO A3 N TE SEE SHEET 2, 3 do 4 OF 19 FOR COMPO ) CASE THAT PRECAST STONE PRECAST CONCRETE MENTIS NOMENCLATURE. EXISTING NLAtl OR FLOOR, ANCHORS SHALL BE LONG ENO 1�T PAVERS 1�HE MANN � THE SEE SECTIONS ON SHEETS S, 6, 7, 8 do 9 OF 19, SEE SECTIONS ON SHEETS 5, 6, 7, 8 do 9 OF 19. STRUCTURE BEHIND SUCH PANELS.ANCHORAGE SHALL BE 1 1/T MINIMUM. (B) TO EXISTNO CONCRETE BLOCK WALL- MULLION SPACING HEADER SP 0 x 1 3/M TAPCON ANCHORS, AS MANUFACTURED BY LT.W/RAMSET OR ELOO INDUSTM. B Max. SCHEN SPACING -I 11 P x 1 3/,C PAWL PERMASEAL TAPPER,AS MANUFACTURED By THE PAWL PLUG OONPAW. INC. V W (SEE SCHEDIItE) W D QJ OK -1/� 0 x 1 3/r I W/RAMSET DYNABOLT SLEEVE ANCHOR, BRACKET DETAIL 2y W-2 OR f (TVP•) lw_l W-3 Cont MOTIFS. PERMASEAL TAPPER ANCHORS k DYNABOLT &1) MINIMUM QABEDMLM OF TMOON ANCHORS, BAWL / SLEEVE ANCHORS INTO THE CONCRETE BLOCK UNIT SHILL BE 1 114'. 1 1 8.2) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PA IE S BE FOUND ON THE EXISTING l"JORN I i i i i L OR 1� I LONG U 70 REACH CH THE MW STRUCTURE 80" SUCHoOR oR � AWWEA1ANNAM. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMENDATIONS AND SPECIFICATIONS 'I OF THE ANCHOR'S MANUFACTURER. 1 1 1 Al ® ® � (0) CH E T WOOD FRAME BUILDINGS NOT COVERED IN 765 ORAWING SHALL BE ENGINEERED OR JOB BY JOB 7. R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF TM:STRUCTURE (Typ.) , ii I1 WHERE SHUTTER IS TO BE ATTACHED 70 INSURE PROPER ANCHORADE 'I II jj fis afi 8. ROLL-UP MECHANISM NOT PART OF THIS DESIGN. ii I� E F G OR H I ii ii (TVP.) hi ' II 1 111 U oR v{ (TVD• Eo. END) f IP IP R O V E p CITY .OF ATLANTIC BEACH ; 11 i i i i ISUILDING OFFICE If If L L UN 10 199 V -T y 2 OR Max. SLAT SPAN SEE SCHEOU W-3 � Z�C. . R1..� Max. SLAT SPAN Max. STORM BAR SPACING SEE SCHEDU (SEE SCHt7N.l CS'/ TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION {NO STORM BARS REQUIRED) TYPICAL CONSECUTIVE MULTIPLE UNIT ELEVATION (STORM BARS REQU RED) NOTE: SEE SHEET 2, 3 do 4 OF 19 FOR COMPONENTS NOMENCLATURE NOTE: SEE SHEET 2, 3 & 4 OF 19 FOR COMPONENTS NOMENCLATURE S. B. C. SEE SECTIONS ON SHEETS 3, 6, 7, 8 & 9 OF 19. SEE SECTIONS ON SHEETS 5, 6, 7, 8 & 9 OF 19. I ROLL- UP SHUTTER SCALE I L IEC O i c STORM 6/25E N ORM AND SECURITY SHUTTERS DATE r LLR TEVnN9 ! D40INURNO COMPANY 10687 OAK SIREYT N.E S N.W.38th-SL, Ste. 217,NRpNA GARDENS. Fl. 33166 St.PEII RSBI RCG FLORIDA 33716 95 - 246 ! Ph :(305)671-1530. Fax : (306)871-1531 LMr.N. om nw/ 1 oft N1v.N. DRAWING No WALTER A. TIWT Jr., P. E. FLORIDA Lic. 1 44167 = _ _ a SHEET 1 OF 19 .09SR. T Yp. 5276 r.84S � .125- 125 —250• (TYP) .09� 1OS 0(rT s-- 1 25U 1.96lf 2.3501 �2.16r� 10T ( $ I 1.515 2.91 T 1.44T_� 7.250' K TYPE 3 HEADER TUBE TYPE 2 HEADER TUBE 8005-T5 ALUMINUM ALLOY 6005-T5 ALUMINUM ALLOY 1 rj O .125' .125 .125 `� Typ. N .125 of 125 L a L TYPE 1 MULLIONQ N� TYPE 3 MULLION @O TYPE 1 © TYPE 2 OM TYPE 2 MULLION 6061-76 OR 6006-T5 ALUMINUM ALLOY BUILT 0 U T TUBE BUILT 0 U T TUBE 6061-T6 OR 6005-T5 ALUMINUM ALLOY 6005T5 AWMINUM ALLOY 6061-T6 OR 6005-75 ALUMINUM ALLOY 6061-T6 OR 6005-T6 ALUMINUM ALLOY - 2.7t1U' T }yP .061, t+ 250 061yp • I IO 5 DP x w (5) 1.243 �+-_2.00(T� 1500 125 0, R. (4) L— 125 10r 125• .0301'R. (4) r (T)P) .03(7'R. (4) 1 1" x 3" ANGLE 1" x 2" ANGLE 1" x 1 1/2" ANGLE 625 a>,pa ° = g b J Li �+-+y y n 945 in I I L 6061-TG OR 6005-75 ALUMINUM ALLOY 6081-T6 OR 8005-T5 ALUMINUM ALLAY 6061-T6 OR 8005-TS ALUMINUM ALLOY 295 .405 t.2sr 4W 466' .755 4Sd 627" r .025 OP x 90' (3) 2.695 .02T OF x 9P (5) 4.647 1.207 2.2DU' 1.208' .86d' 26�. 1.475 3.000r 1.525- ® TYPE 1 & 2 QS TYPE 3 & 4 O MULLION BRACKET _ OY T6 OR 6005-715 ALUMINUM ALL 25? '1.25(f to •7 .6v � .11.25fC5 4s STORM BAR BRACKETS STORM BAR BRACKETS AL A 6061-T6 OR 8005-T5 ALUMINUM ALLOY 6061-T6 OR 6005-T5 ALUMINUM ALLOY 060• R.01SrJ* � 45 a .045 R.0114d .065 1 5`1S '�41n ( .057 T �1.08Q 1I .105• I- s6� S 06O aG ROLL—UP SHUTTER SCALE l.oes U TYPE 1 SIDE RAIL IDE RAIU ROLL-A-WAY 6/25/95 O TYPE 2 S ' �O INC C. STORM AND SECURITY SHUTTERS 6063-T6 ALUMINUM ALLOY 6063-T6 ALUMINUM ALLOY t0397 RS STREET N. 1 TILJ.fT TESTING �I ENGINEETI�4G OOYPANY St. PETERSBURG, FI. 33716 95 — 246 M5 N.W.341W 2L.9e.. 217.VWAM QWMW-.A 331M DRAWING No P11o1w : (305)471-1530.fox:(30571-1531 ■LY.b �a,exfllaw 014[ Ri<Y.M. 46EI�7b1 Y4[ WALTER A. T1LLIT Jr., P. E. 1 - s SHEET 3 OF 19 FLORIDA Lic. 44167 2 a POURED OONNCROCKEIE OR CONCRETE BL POURED CONCRETE OR REQUIRED \ Q 1 (t,12 OR Q3 n VO REOUR2 D C RETE ONCBLACK CMEIE E ON 3.000' N�SCHEDULE A l 3 , ilTti SHEET 5 OF 19 1 opo SiEET SOF CONCRETE ANCHORS A4 /1 (SEE SCHEDULE ON {�A�j/} /'� (p��(�) SFEET 15 OF 19) ANCHORS .50cr 3M�• SEE 9CHEDULE ON '- O \✓ ORSHEET 15 OF 19) v@ OR OR � oR A9 f 12 x 1" S.M.S. U NX1 V spp- {�/,7 8 OR Eoo LOCK OR (SEE SCHEDULE5 OOF19) .O 6 \ _ X3 � Al X 1 ISEE Scr+EDu1>�orsi' ®4 A6 U OR O SHEET 15 OF 19) SECTION P - P (1) WALL MOUNT Uo OR V X2 ? ®7 A8 OR O > "ZI SECTION P - P (2) BUILD-OUT SECTION P - P (3) SIDE WALL MOUNT W-1, W-2 OR W-3 POURED CONCRETE CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 15 OF 19) REQUIRED (SEE NOTE) D.TO SIDE WALL) CONCRETE ANCHORS ! lr 0. C. 1 (SEE NOTE) POURED CONCRETE SECTION Q - Q MULLION MOUNT REQUIRED ` I POUREDCONCRETE / -- E5 - - , O {� \ O f W w � I � i / \ 1 o � OR MN -� --- - -J I (2) � 12x / S. U OR V SEE SCHEDULE ON t o SHEET tb Of 19) Y MINIMUM I 7 MrIMUM ��JJ 7 8 OR 9 A l ® SloxO` 0 ORPO BEYOND J 7 ® OR A9 W-1, W-2 OR W-3 SECTION R — R MULLION MOUNT o Al ® �3 Al o Boo DOOR//�� QR (p}�y OR(qq1 I 7 V OR wLASS NOTE 1' x i 1/11 x 0.1 14'# x r 1A AWMINUM aAss ANcxE wf (2} 1/�C s x T Ti1PCON DOOR DOOR I i" x ? x 1/6 ANCi10R5 TO WALE.FOR SECTION X-X (1) OR oR CoA. Num.ANGLE AND {2) f 12 x 3/� S M. S. TO OR (FOR SECTION X-X (2)).ATTACH MALE GLASS WINDOW �S I U ORO TO S.3/16' • S. S. RNEtS U I OR O U OR Y O /-7 rr ja# 11xrxAw W r xr OR xSx .Oaf POURED ODIucRETE I Cork Atum.ANDUF Cont Arum. ANGLE REQUIRED S. B. C. CONCRETE ANCHM CONCRETE ANCHORS ROLL—UP SHUTTER ' SCAM POURED CONCRETE •1? O.C. O 11r 0. C. OR coNLxETEetoac oft COMCItm BLOCK Rawmm 8/25/95 ROLL-A-WAY DATE ■1 v R E C O 1. STORM AND SECURITY SHUTTERS SECTION X — X (1) SECTION X — X (2) SECTION X —X (3) hurt TWING t OiOINtrlMIO OOMPANY St i�6�R0 REErnDMpN.E. 95 — 246 6695 N.N. 36fA. St,ifx.117,VMA OYtDQl5, f1.33166 Plioiw (3es 7/-1630.F« (3CI5�71-1531 )° MVANO 6!w V. 9l6eNTm6r f6Nf R[v.N. 6pL7o90M MR ORA N No WALTER A. TIL11T Jr., P. E I - j FLORIDA Uc. 44167 2 SHEET 5 OF 19 N CONCRETE ANCHORS • ,t 0. C. POURED CONCRETE ® W — 2 i RawlnEp 0 .300' L OR `../ W2KLCOAT�NAC/t EH S_(�7 1 , ,/t x ,' x .IOT x NF OR CONNECTION `•./ ht0�d x 0'--W INTERIOR Ai m.1AGLE/E.x - --I REI WORM O I - ANGLE INTERNAL i a d Atuxn ) SEE SCHEDULE FOR \ W/(3) # 12 x 3/11'(5. M. S. TO ®�® W/(2) r 12 x 1 t/ POURED CONCRETE WP(3dRNETS Os S. RE RED ON SHEET i8 Of ,9 1 I \ TO (D OR (J) e.g. 6 S. M. S. •THS LOCATION ONLY. ' 1 � O REQUIRED CTYP• TOP k BOTTOM} i Z77 H I O i ;-\ I ST S. To trrc. Fifa+ SIDE) V .300" 1. r i o ��� I X Al O A3 o O O O , 1/tx1" xAOT x ± \ um. 0'-4 7 8' INTERNAL N { — / A4 A5 A6 � O \ OL OR M I �I MOLE W/(3) 3/7C s S. s. g ' POP RIVETS TO END EAP ®• _________________ -- -------- A7 A8 OR l O l QQ Q Q 0 \ I D ONLY 9 w-w (2 W/(2) / 12 x 4' O'-4 7 � iNTERNAI.Awn. REINiFO �� R Q CONNECTION Il 1 1 O O ` TO OR w (2) 12 x 1 1/t S.M. S. TO (3/ro3/iC f 5 S. A S. TH LD T" ONLY I (Sm NOTE 1 Q� CM STUB POP END CAP j. (Typ. EACH SIDE) ONLY VALID FOR W-W(2). I ( U ORO O O - 0/5 OR R/5 I I 0/5 ORR/S - _ D W i 12 z 3(♦" O W/(2)!I 12 x S. SM ® I I ® STO ()� S. M. S.TO W I I 1/4• ONCE RAT T22) APCON ANCHORS FROM TRACK TO U OR O WALL O THIS LOCATION 3oD' i I QG 1T•TOP Nk BOTTOM, END P O w I DOOR I--- _4 SEE SCHEDULE FOR 9OL1S OR I REOUI ED ON 94M 17 OF 19 WINDOW GLASS I 0 C) , (Typ. TOP Nt BOTTOM) ,/t x ,• x .,00* x END 0►P X PLAN 1 POURED CONCRETE 0•-4 7/s RNTERNAL Mn. WALL MOUNTING REOURED ANGLE W/(3) 3/1L; 0 S. S. POP RIVETS TO END CAP ®. 37 Min. SECTION W - W (4) I SECTION W - W (1) & W - W (2) �IR CONCRETE �3.GDD- LES. 2 4 f x CONCENTRATE ( / low Min. Al A2 A3 ® W 4 3 1/t TAP®CON ANCHORS POURED OONCRMTRACK THIS ZOCAT&TO WALL IIEOUNMD X A4 A5 A6 A7 A8 OR A9 NOTE I t/T x ," x .100• x a-d Nlxn 0 0 , 1/t x ," x .,CLT x U OR V HEADER O CONNECTION DETAILS TO MULLIONS ANGLE (EACH SIDE)TO O i O•-0• Nunn. ANGLE (NIERNAL) -- _-- -_ Q © OR OR WALL SHOWN OR SECTIONS NN Rrp. TOP t BOTTOM) & SEE w/(J) / 12 x 3/{=S,• M. S. _--____----_ -- W - W (t), W - W (2), do W - W (4), SKALL ONLY SCHEDULE ON SHEET 18 OF 12 G 4 \i STo . S. RIVETS TO) �i f FOR ANCHORS Nt oouS REQUIRED \ 7 BE USED FOR HEADER ( U j (TYPE 1 HEADER), AND - Q ENO CAP STUB FOR DESIGN PRESSURE RATINGS UP TO 170 ps.f. I � N / L4' WS OR R D W/(2) 12 x 3 OR R/5 7 t/t x 1' x .100• x SSM TO -1, v ® v 0'-4 7/8• INTERNAL Num. ANGLE W/(3) 3/1lr f S. S. POP RIVETS TO E10 CAP ®. � Eta CAP O � OR WINDOW O ROLL—UP SHUTTER Ro�. `°' sR/95 0 0 ROLL-A-WAY cATlEECOiNC. F STORM AND SECURITY SHUTTERS POURED CONCRETE 10397 CAK STREET N. E. REQUIRED TIUff TESTING t ENGINEERING COMPANY SL PETERSBURG, FIDROA 33718 95 — 246 SECTION W — W (1 A) PLAN 2 �a K iJD6le7t-1630 VIRGINIA OR. F c -1sP3sNss oRAwIN0 NO W Rlr.w wevvnol trc �.x. NlRtI�IMn MtEML WALTER A. TlliJT Jr., P. E. - - + SHEET 7 OF 19 3.000' Min. - - FLORIDA lic. 44167 : � W — 3 CONCRETE ANCHORS • 1r 0. C. L OR o 6061-T63il,; 3.3 WACKET W/(4) 3/Tf12 S. M. 5. 1D H N • THRU BOLT THRU�OR Q (SEE DETAIL X) REINFORCE ®ORO CO4JECTKNi I I i 1.SOOr TO ®OR® w/(2) / 12 x 1 ,/r CONCRETE O S. M. S. t THIS LOCATION ONLY. O/ REWIRED 1 --� 1 1/r x 1' x .10C x (7yp. EACH SIDE) U OR V trml, o , a-r Alum. ANGLE (INTERNAL) A 1 A2 33 ,soD' , 1/r x r x .100- x 0'—e' W/(3) # 12 x 3/O S. M. S. / Alum.ANGLE (INTERNAL) W/(2 - 3 10' e 1 <' x r TAPCON ANCHORS TO OR k ) 3 �� /( f OS. S. to ®• 4 A5 �6 o /\J �\� I 70 WALL R (3) 3/1Q' + � X A7 A8 oR A� ot i- s. s. RrvE15 To SEE SCHEDULE FOR ANCHORSQ I OOREQUIRED ON SHEET 18 OF 19(Typ. TOP 4c BOTTOM) O O O O 1 1/r x i' x .toot x � r0'-4 3/6T INTERNAL Num ANGLE W/(4) 3/16 ♦ S. S O © O I CONCENTRATE (,) i 1 � • x 3 1/r TAI'CON/ i' x .,OTT x POP RNETS TD oR o 0 0 1/r x END OAP STUB ANCHORS �� ' ® � 0'-6 3/0' Mi1E7,►1A1 Mum.O O ( T ANGLE W/(4) 3/10' a S. S. O O I T POP MVM TO ®. J OR KOw/(4) 12 x,j(r 5M. 5. TOt)�CONCENIRAIE (2) / 12 x 1 iI (SEE NOTE1S. M. S. FROM TRACK OR© ( O O J O "- ./ J oft O W/(4) f 12 x 4'' Z Ir XUGH O THIS LOG ONLY. 1 ( S ►L S. T 1 1 WS(4M.1.12 x(V4 (SEE NOTE 1) I L OR O 3 x 3 x 3/8" x 0'-3 3' x 3 x 3J[l x 0-3' i I 6061-T6 Alum. BRACKET W/(4) ��� 6061-T6 Num. BRACKET W/(4) 12 S. M. S. TDOLTO lEAp(tQJt)t END CAP/ v ` //12 S. M. S. TO HEADER lc I SLEEVE 3//1 a Ti(SEE DETAIL x) - OR Q O O � ANCHORS THRU 4REDO DR HEAD DETAIL %) DOO OR i U OR ----------- -- -- -- -------------- WIW U OR WINDOW GLASS 0/5 OR R/5 I TIFQ/5 OR R/5 I 1I , x ,• x .Ioe x PLAN 1 i ® ® (Y-6 31ir INTERNAL Mum. WALL MOUNTING ; ANGLE W/(4) 3/10' 0 S. S. 1 1 T (Typ.TOP do BOTTOM) POP RIVETS To END GAP ®. SECTION W — W (5) Kia 1 I �+—3.OW Mfn I SEE SCHEDULE ON SHEET 18 OF 19 f -- —� FOR BOLTS REOURED I (I'm TOP t BOTTOM) POURED OONCF17E CONCENTRATE ON NC • T ANCHOR x 3 , r APCON O I / I 1 — REOUNIED ®w FROM 1TCW OR N%\_XX\\\X\A POURED CONCRETEA3 --1------ — REQURED A5 A6 O O ,Door Kn. OR HOLE FOR 3/8' 1HRU A7 A8 OR A9 U O 13OLT OR 1/r SECTION W — W (3) RED HEAD ANCHOR. 00 EMD CAP STUB 3 x 3 x 3/N' x o•-2'' 1 No-T6 Num. BRACKET w 4 1/ 12eS. M. Ste.TO MEADEIf is O 2000" i ANCHORS 1NRU!(j�iORir I O (SEE DETML�(L ((). L I NOTE 1 HEADERSJO OR®CONNECTION DETAILS TO MULLIONS O J OR ®OR®(; WALL SHOWN ON SEC11ONS W — W (3) & DETAIL X (PLAN) W — W 5 SHALL ONLY BE PERMITTED FOR DESIGN 1 1/r x 1' x .,OOT x w/(4) / ,2 x e PRESSURE RATINGS. HEADER SPANS AND STORM BAR O'-6 3/5' NIER?VL Num. 5. M. S TO HEIGHTS AS SHOWN ON SCHEDULE ON SHEET 19 OF 19. ANGLE W/(4)3/ler a S. S. O i (CASE a2 ON SCHEDULE). POP CRAFTS TO END CAP ®• END CAP O S. B. C. ROLL—UP SHUTTER ' ScAlz ROLL-A-WAY °/DATE TE E C IMt. STORM AND SECURITY SHUTTERS W TILM TE' MG ! DMINEUMC COMPANY 10697 OW STREET K E. PLAN 2 x PETERSBURG. FLDROA 33716 95 — 246 6196 PCW.34Th.s,.sr. 217,VIRGINIAGAROEI-lS. FL 331 Phom:(306)471-1530 . Fax :(305)871-1531 RY.Nx T>tsexnTtiT OTO[ Tiv.w xe�1e1 �I DRAWING i WALTER A. TILUT Jr. P. E. + - - + SHEET 9 OF 19 FLORDA Uc. 1 44167 1 2 1 - - • SLAT PERFORMANCE CHART MAXIMUM NEGATIVE DESIGN PRESSURE RATING "W" (p. S. f.) AND CORRESPONDING MAXIMUM SLAT SPAN (USE NEGATIVE PRESSURE VALUES AS PER ASCE 7-88 OR SECTION 1606.2 OF '94 S. B. C.) SLAT TYPE TYPE 1 SLAT TYPE 2 SLAT TYPE 3 & 4 SLATS TYPE 5 SLAT US 60 US 601 RAW-65 PVC do RAW-60 PVC P77 PVC Max MAXIMUM SLAT SPAN MAXIMUM SLAT SPAN MAXIMUM SLAT SPAN MAXIMUM SLAT SPAN DESIGN SINGLE UNIT MULTIPLE UNIT SINGLE UNIT MULTIPLE UNIT LOAD SINGLE UNIT MULTIPLE UNIT SINGLE UNIT MULTIPLE UNIT WI (Ps.f.) A 8 C D A B C D A 8 C A B C 25.0 7'-1" 7'-1" 7'-3" 7'-T 5'-3' 4'-5" 4'-0' 3'-9" 5'-3" 4'-5" 4'-O" 3'-9" 3'-S" 2'-7' 2'-1' 3'-8" 2'-7* 2'-1" 30.0 6'-9" 6'-9" 6'-11' 6'-11" 5'-0" 4'-T 3'-9' 3'-7" 5'-0' 4'-2" 3'-9' 3'-7" 3'-4' 2'-4" - 3'-4" 2'-,C - 35.0 6'-5' 6-5' 6'-8" 6-8" 4'-9' 4'-0" 3'-8' 3-6' 4'-9" 4'-0" 3'-8" 3'-6" 3'-1" 2'-2' - 3'-1" 2-2" - 40.0 6'-4" 6'-4' 6-5 6'-5 4'-8" 3'-11' 3'-6" 3'-4" 4'-8' 3'-11" 3'-5 3'-4 2'-11' 2'-1' - 2'-11" 2'-1" - 45.0 6'-2" 6'-2' 6'-T 6-T 4'-6" 3'-9" 3-5' 3'-3" 4'-6" 3'-9" 3'-5" 3'-3" 2'-9" - - 2'-9" - - 50.0 6,-(r6,-01" 6'-1" 6'-1" 4'-5" 3-9' 3'-4 3'-2" 4'-5' 3'-8" 3'-4 3'-2" 2'-7" - - 2'-7" - - 55.0 5'-1CP 5'-111, 5'-11' 5'-11" 4'-3' 3'-T 3'-T 3'-1' 4'-3" 3'-7" 3'-3" 3'-1" 2'-6' - - 60.0 5'-9" 5'-9" 5'-10* 5'-10" 4'-2" 3'-5' 3'-2' 3'-0' 4'-T 3'-6" 3'-2" 3'-0" 2'-4" - - 2'-4' - - 65.0 5'-7" 5'-7" 5-8" 5'-IT' 4'-1" 3'-5" 3'-1" 2'-11" 4'-1" 3'-5" 3'-1" 2'-11" 2'-3' - - - 70.0 5'-6" 5-6' 5'-7" 5'-y' 4'-0" 3'-5 2'-11" 2'-11" 4'-0` 3'-5" 2'-11" 2'-11" 2'-2" - - " - - - - 75.0 5'-5" 5'-5 '-6" 5'-G" 4'-0' 3'-4" 2'-10" 2'-10" 4'-0" 3'-4" 2'-10" 2'-10" 2'-1' 2'-1" 5 80.0 5'-4 5'-4" 5-5 5'-5" 3'-11" 3'-T 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'-8" 2'-7" 3'-10" 3'-T 2'-S' 2'-T 2'-0' - - 2'-0'' - - 90.0 5'-2" 5'-2' 5'-3* 5'-T 3'-9" 3'-2" 2'-7' 2'-6' 3'-9" 3'-2" 2'-7" 2'-6" - - - - - - 95.0 5'-1" 5'-1' 5'-2' 5'-2" 3'-9" 3'-1' 2'-6" 2'-5" 3'-9" 3'-1' 2'-(' 2'-5 - - - - - - 100.0 5'-0 5'-0 5'-1" 5'-1" 3'-8" 3'-0 2'-5 2'-5' 3'-IT' 3'-0" 2'-6" 2'-5" - - - - - 105.0 5'-T 5-0" 5-1" 5'-1" 3'-8" 2'-11" 2'-5" 2'-4" 3'-S" 2'-11' 2'-5" 2'-4 - - - - - - 110.0 4'-11' 4'-11" 5'-a' 5'-0" 3'-7" 2'-11" 2'-4 2'-3' 3'-7" 2'-11" 2'-4" 2'-3' - - - - - - 115.0 4'-10" 4'-1IT 4'-11" 4'-11' 3'-7" 2'-191" 2'-4" 2'-3" 3'-7" 2'-10" 2'-4 2'-:r - - - - - - 120.0 4'-1d' 4'-11T 4'-11" 4'-11" 3-6" 2'-9" 2'-T 2'-2' 3'-6' 2'-9" 2'-T 2'-2" - - - - - - 125.0 4'-9" 4-9' 4'-10' 4'-10" 3'-6" 2'-8" 2'-2" 2'-1" 3'-6" 2'-8" 2'-2" 2'-1" - - - - - 130.0 4'-8" 4'-8 4'-10" 4'-10" 3'-5" 2'-8' 2'-T 2'-1' 3'-5' 2'-8" 2'-2" 2'-1" - - - - - - 135.0 4'-8" 4'-8' 4'-9' 4'-9' 3'-5' 2'-T 2'-1" 2'-0" 3'-5* 2'-T 2'-1" 2' l7 140.0 4'-7" 4'-T 4'-9" 4'-9" 3'-5 2'-T 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'-1" 2'-CI - - - - - - 150.0 4'-6" 4'-6' 4'-8' 4'-8" 3'-4 2'-6" 2'-0" - 3'-4" 2'-6" 2'-O" - - - - - - - 155.0 4'-6" 4'-6" V-7" 4'-T 3'-4" 2'-5" - - 3'-4" 2'-5" - - - - - - - � 160.0 4'-5" 4'-5 4'-7" 4'-7 3'-T 2'-5" - - 3'-3" 2'-5 - - - - - - - - 165.0 4'-5" 4'-5 4'-6" 4'-6 3'-T 2'-,C - - 3'-T 2'-4" - - - - - - - - 170.0 4'-4" 4'-4" 4'-6" 4'-5 3'-T 2'-4" - - 3'-3" 2'-4" - - - - - - - - A BAR (INSERT) O EVERY SLAT. C ❑ I❑ ❑ (d B BAR (MISERT) O EVERY SECOND SLAT. L C BAR (INSERT) A EVERY THIRD SUIT. o 0 o S. B. C. D NO BAR (INSERT) O EVERY SLAT. -L--'1 - I �-L-1 ROLL-UP SHUTTER � II CROLL-A-WAY a,z5,es 01 NC. STORM AND SECURITY SHUTTERS GATE 10597OAK STREET N. E. SINGLE SPAN MULTIPLE SPAN TILLI T TESTING ! ENGINEERM/G COMPANY St. PETERSBURG. FLORIDA 33716 95 - 246 '.. 65915 NA 36th.St, SW 217,W6 O M SARDOIS,R. 15166 n Ph.".:(305)671-1530 .Faa :(306)871-1631 ow. ORAW'ING No SPAN LAYOUT R8!.r 6tte66ma ora[ V.R. 6a6A6mrh rat_ _ WALTER A. T1LUT Jr.. P. E. s SHEET 10 OF 19 FLORIDA Uc. 111 44167 1 = • 1 � SLAT PERFORMANCE CHART MAXIMUM NEGATIVE DESIGN PRESSURE RATING "W' s. f.) AND CORRESPONDING MAXIMUM SLAT SPAN P V - (USE NEGATIVE PRESSURE VALUES AS PER ASCE 7 88 OR SECTION 1606.2 OF 94 S. B. C.) \SLATTYPE TYPE 6 SLAT TYPE 7 SLAT TYPE 8 SLAT TYPE 9 SLAT AF 200 ROLL FORMED AF 150 ROLL FORMED P55 PVC P50 PVCMAXIMUM SLAT SPAN MAXIMUM SLAT SPAN MAXIMUM SLAT SPAN MAXIMUM SLAT SPAN SINGLE UNIT MULTIPLE UNIT SINGLE UNIT MULTIPLE UNIT LOADSINGLE UNIT MULTIPLE UNIT SINGLE UNIT MULTIPLE UNIT W* (P-o) A B C D A B C D A B C A B C 25.0 5'-5' 5'-5 4'-1" 4'-1" 4'-7" 3'-11' 3-6' 3'-0 4'-7" 3-11" 3'-6" 3'-0" 5'-11" 5'-C 4'-6" 5'-11' 5'-0" 4'-6' 30.0 5'-2' 5'-2r 3'-8' 3-8" 4'-5" 3-8" 3'-4 2'-11' 4'-5 3'-8' 3'-4" 2'-11" 5'-8" 4'-9" 4'-4" 5-8' 4'-9" 4'-4 35.0 4'-10" 4'-1(r 3'-5" 3'-5" 4'-S' 3'-7' 3'-3" 2'-11or 4'-3" 3'-7' 3'-3" 2'-10 5-6" 4'-7' 4'-2" 5'-6" 4'-7 4'-2' 40.0 4'-6' 4'-G 3'-3' 3'-3" 4'-1" 3'-5" 3'-1' 2-6, 4'-1" 3'-5 3'-1" 2'-8" 5'-3" 4'-5" 4'-0" 5'-3" 4'-5 4'-O" 45.0 4'-3' 4'-5 3-d' 3'-0" 4'-0'' 3'-4 3'-0" 2'-7" 4'-0" 3'-4" 3'-0" 2'-7" 5'-2" 4'-4" 3'-11" 5'-2" 4'-4" 3-11" 50.0 4'-1' 4'-1' 2'-10 2'-1Or' 3'-11" 3'-Y 2'-11" 2'-7" 3'-11" 3'-3' 2'-11" 2'-7" 5'-0" 4'-2" 3'-1 C!' 5'-U' 4'-2' 3-10" 55.0 3-10" 3'-1Or 2'-9" 2'-9' 3'-9" 3'-Y 2'-10' 2'-6" 3'-9" 3'-2" 2'-1(P 2'-6° 4'-11" 4'-1" 3'-9" 4'-11' 4'-1' 3'-9' 60.0 3'-8' 3-g' 2'-7" 2'-7" 3'-8" 3'-1" 2'-8r' 2-5' 3'-8" 3'-1' 2'-8" 2'-5" 4'-9' 4'-I) 3-8" 4'-9" 4'-0 3-8' 65.0 3'-T 3'-7' 2'-6" 2'-6" 3'-8" 3'-1' 2'-7" 2'-4" 3-8" 3-1" 2'-7" 2'-4 4'-6' 3'-11" S-7' 4'-g' 3'-11" 3'-7 70.0 3'-5 3-5 2'-5 2'-5" 3'-7" 3-0" 2'-6" 2'-3" 3'-7" 3'-0" 2'-6" 2'-3" 4'-7" 3'-10' 3-6" 4'-7" 3'-10' 3'-6" 75.0 3'-4' 3'-4 2'-4 2'-4 3'-6" 2'-11" 2'-5" 2'-2" 3'-6' 2'-11' 2'-5" 2'-2" 4'-5' 3'-10" 3'-5" 4'-g' 3'-101' 3'-5 80.0 3'-3' 3'-x' 2'-3' 2'-3" 3'-5 2'-10" 2'-4' 2-1" 3'-5" 2'-10" 2'-4" 2'-1" 4'-5' 3'-9" 3'-5" 4'-5' 3'-9" 3'-5 85.0 3'-1' 3'-1' 2'-T 2'-2" 3'-5" 2'-9" 2'-3" 2'-0" 3'-5 2'-9" 2'-3" 2'-O" 4'-5" 3'-S' 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'-8' 2-2" - 4'-4 3-8' 3'-3" 4'-4" 3-6' 3'-3' 95.0 2'-11' 2'-1Y 2'-1' 2'-1' 3'-4 2'-7" 2'-2' - 3'-4 2'-7" 2'-2' - 4'-33'-7" 3'-2' 4'-.,T 3'-7" 3'-2' 100.0 2'-10" 2'-1Cl 2'-0' 2'-0 3'-3" 2'-7" 2'-1" - 3'-3" 2'-7' 2'-1" - 4'-2' 3'-6" 3'-1" 4'-2" 3'-6' 3'-1' 105.0 2'-10" 2'-1d' 2'-4' 2'-0" 3'-3" 2'-6" 2'-0' - 3'-3" 2'-G' 2'-0" - 4'-2" 3-6, 3'-0' 4'-2" 3'-6" 3'-1T I I 110.0 2'-9' 2'-9" - - 3'-2" 2'-5 2'-0' - 3'-2" 2'-5" 2'-0" - 4'-1' 3'-5" 2'-11" 4'-1" 3'-5 2'-11" 115.0 2'-8' 3'-Y 2'-4 - - 3'-2' 2'-4 - - 4'-1" 3'-5 2'-10 4'-1" 3'-5" 2'-1d 120.0 2'-T 2'-7" - - 3'-1" 2'-4 - - 3-1" 2'-4 - - 4'-0' 3'-5 2'-10" 4'-O" 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'-!i' - - 3'-1" 2'-3" - - 3-1" 2'-3" - - 3'-11" 3'-4" 2'-8" 3'-11' 3'-4" 2'-8' 135.0 2'-6' 2'-Ci' - - 3'-0 2'-2' - - 3'-O' 2'-2" - - 3'-11' 3'-3' 2'-8' 3'-11' 3'-3" 2'-T 140.0 2'-5 2'-S" - - 3-0" 2'-2' - - 3'-0' 2'-2" - - 3'-10' 3'-2" 2'-7' 3'-10" 3'-2" 2'-7" 145.0 2'-5 2'-5 - - 3'-0' 2'-1' - - 3'-0" 2'-1" - - 3'-10' 3'-1" 2'-7' 3'-10' 3'-1" 2'-7' 150.0 2'-4' 2'-4 - - 2'-11" 2'-1" - - 2'-11" 2'-1" - - 3'-10" 3'-1" 2'-5' 3'-10 3'-1" 2'-6' 155.0 2'-4' 2'-4 - - 2'-11" 2'-0 - - 2'-11" 2'-(r - - 3'-9" 3'-0 2'-6' 3'-r 3'-0' 2'-5' 180.0 2'-3' 2'-3" - - 2'-10" 2'-d* - - 2'-10" 2'-C' - - 3'-9" 3'-02'-!5' 3-9" 3'-0" 2'-5" 165.0 2'-3' 2'-Y - - 2'-9" 2'-0' - - 2'-9" 2'-0' - - 3'-9" 2'-11" 2'-5' 3'-9' 2'-11" 2'-5 170.0 2'-2' 2'-T - - 2'-9" - -- - 2'-9' - - - 3'-g' 2'-11' 2'-4' 3'-g' 2'-11" 2'-4 ❑ ❑ y/0 A BAR (INSERT) O EVERY SLAT. l ( r ❑ / B BAR (INSERT) O EVERY SECOND SLAT. C BAR (INSERT) O EVERY THIRD SLAT. C ° p S. S. C. ° Q D NO BAR (INSERT) O EVERY SLAT. I- --L f+--LROLL-UP SHUTTER semi ❑ C ] 11,2595 ROLL-A-WAY DATE /rOECOmc. STORM AND SECURITY SHUTTERS 10597 OAK STREET N. E. TILLR TESTING ! ENGINEERM COMPANY R F 7 95 - 246 SIN SPAN MULTIPLE SPAN s<. PETERSBURG. LOR�oA ss 1 a SINGLE S A 6505 N.w. r( 6t, 5'4.217.VRMIA GARDENS,R.13166 Phm (305m71-1530.Fum :(305)671-1531 DRAWIiO - SPAN LAYOUT WALTER A TILLR Jr., P. E. Nov.N. mmowgm "n W.N. 6E>wsna as lom- SHEET 11 FLORDA Uc. # 44167 2 OF 19 I i STORM BAR LOADING CHART MAXIMUM NEGATIVE DESIGN PRESSURE RATING "W' (p. s. f.) AND CORRESPONDING MAXIMUM SPAN "L' FOR A GIVEN TYPE OF STORM BAR AND STORM BAR SPACING. (USE NEGATIVE PRESSURE VALUES AS PER ASCE 7-88 OR SECTION 1606.2 OF '94 S. B. C.) TYPE 1 STORM BAR TYPE 2 STORM BAR TYPE 3 STORM BAR TYPE 4 STORM BAR TYPE 5 STORM BAR TYPE 6 STORM BAR MAXIMUM PURUN T PURUN 3' W/ T INSERT PURUN 4 PVRLIN 4' W/ 4" INSERT PURUN 2.3* PURUN 2.3' W/ 2.3' INSERT DESIGN LOAD STORM BAR SPACING • STORM BAR SPACING • STORM BAR SPACING r STORM BAR SPACING r STORM BAR SPACING r STORM BAR SPACING < 7'-0' 5'-0' 4'-0" 4 31-0' < 7'-0" 5'-d 4'-Cr 6 3'-Or < 7'-0' 5'-Cr 4'-0' 3'-0" < 7'-0' 5'-0' 4'-0" 3'-0" < 7-0' 5'-0" 4'-(r < 3'-O' < 7'-d' 5'-0' 4'-0' ' � 3'-0' 25.0 7'-7' 8-4` e'-i IT 9'-6" 9'-U' 9-10" 10-5 11'-T 11'-0 12'-Cr 12'-8" 13'-7' 12'-5 13'-5' 14'-5" 15'-T 4'-i Cr 5'-9" 6'-5" 7'-5 6'-0' 7'-6" 7'-11" 9'-1' 30.0 7•-3' 8-0' 8'-5 9'-1' 8'-7' 9'-5 /0-0' 10'-9" 10'-6" 11'-5 12'-1" 13'-0 11-10" 12•-1O' 13'-T 14'-7' 4'-4 5'-3"' 5-10" 6'-T 5-5 6'-T 7'-r B-C 35.0 6-9' 7'-g' 8'-r 8'-9' 8'-3' 9-1' 9'-7 10'-4" 10-1" 11'-a' 11-8" 12'-g' 11"-5 12-4 13'-1" 14'-1" 4'-Cf 4'-10" 5'-5' 6'-3" 5-or 5'-11" 6-8' 7'-B" 40.0 6'-3' 7'-3* 7'-Id 8-5' 8'-0' 8'-9" 9'-3* 10'-0" 9'-9" 10'-g' 11'-T 12'-1" 11•-0" 12'-Or 12'-g' 13'-7" 3'-8" 4'-g' 5'-1" 5'-10" 4-g' 5'-7" 6'-T 7'-r 45.0 5'-10' 6'-10' T-e 8'-T 7'-9' 8-8" 9-Cf 9-8" 9'-5 10'-1' 10'-11" 11•-9' 10-g' 11'-7' 12'-T 13'-r 3"-6' 4'-3' 4'-9' 5'-5 4'-5 5'-T 5'-1(r 6'-9" 4'- 4'-r 5'-0' 5'-7" 6'-5" - - i -ICT T 4'-1" B' 5'-T - 11' 1 S 11'-4 12'-d 2' 3' 50.0 5'-6' B'-6' T-T 8'-Cr T-6" 8'-4 B'-9' 9'-5' 9'-r 10'-1" 10' g' S 0 55.0 '-i ' '-1Cr 9'-r 9'-iC' 10'-4 11'-r 10'-5 11'-ar 11,-T 12'-T 3'-T 3'-10' 4'-4` 5'-tT 4"-r 4'-9' 5'-4 6'-1" 5'-5 6'-T B 1 7 T-6" S'-1' B'-T 9'-r 60.0 5'-5 5'-11" 6'-8" 7'-5 7'-6' 7'-11" 8'-5 9-0" 9-r 9'-T 10'-r 10-11' 10'-4 10'-10" 11'-5 12'-3' 3"-T 3-6' 4'-2" 4"-9" 4-2, 4'-7' 5'-1' 5'-10' 65.0 5'-r 5'-9" 6'-5" 7'-4' 7'-3* T-9' 8'-T 8'-10" 8'-10" 9'-5 10'-0' 10'-9" 9-11" 10'-7" 11-2, 12'-0* 3'-3" 3'-6' 4'-0' 4'-7' 4-IT 4'-4 4'-11' 5'- 70.0 5-0" 5'-6' 6'-r 7'-1' 7'-0" 7'-g' 8•-1" 8-6" 8'-6' 9'-1 9'-9" 10-6' 9'-7' 10'-5' 11'-0' 11'-1Cr 3'-1" 3-5' 3'-10" 4'-5 3'-117 4'-31 4'-8' 5'-5 75.0 4'-10' 5'-4" 5'-11' 6'-10r 6-5' 7'-5" 7'-11' 8-6" 8'-3, 9'-0 9'-7" 10"-4 9'-3' 1O'-1' 10-ICT 11'-T 3'-0' 3'-4' 3-8" 4'-3' 3'-9" 4-1' 4'-7" 5'-3" 80.0 4'-S' S'-2" 5'-9' 6-8' 6-6' 7'-2" T-10' 8'-5" 8-T 8'-9r 9-6' 10-2" 8'-11' 9'-10" 1O'-8" 11'-'S 2'-11' 3'-r 3'-7' 4•-2' 3'-7' 3'-11" 4'-5' 5'-1" 85.0 4'-7' 5-O" 5'-7" 6'-5 6-4' 6'-11" 7-B' 8'-3" T-3 8'-6 9'-4" 10-0' 8'-w 9-6' 10-6' 11'-5 2'-1 if 3'-1" 3'-6' 4'-0' 3'-6' 31-10" 4'-3' 90.0 4'-5 4'-10' T_r 6'-T 6'-r 6-T 7'-6' 8'-2' 7'-T 8'-5 9'-2' 9'-11" 8-5 9-3' 10'-4' 11'-1" 2'-9" 3-0" 3'-4" 3'-11' 3'-6' 3'-9" 4'-r 4'-10' 95.0 4'-4 4'-9" S'-T 6'-1' 6-7 6'-7' 7­4* 8'-0' 7'-4 8'-Or 8' -11' 9'-9" 8,-S 9-Cr 10'-1" 10-11" 2'-g' 2'-11" 3'-3' 3'-9" 3-4 3'-T 4'-1" 4'-g' 100.0 4'-2' 4'-7" 5'-r 5'-11" 5'-10r 6-5 7'-2" 7'-11" T-1" 7-10r 8'-9" 9'-7' 8'-0' 8'-9" 9'-10" 10'-10r 2'-7" 2'-10" 3'-r 3'-J3' 3'-S' 3'-6' 3'-11" 4'-6" 105.0 4'-1" 4'-6' 5'-O' 5'-1 Cr 5-8" B-'.P 7-Cr 7'-10' 6'-11" 7'-T 8-6' 9'-6" 7'-10 W-7' 9'-7" 10-g" 2'-6' 2'-9" 3'-1" 3'-7 3'-r 3'-5" 3'-1Cr 4'-T 110.0 4'-Cr 4'-5" 4'-11' S'-8' 5'-7" 6'-1' 6'-IT 7'-9" 6'-9" 7--5 8'-4" 9-5" T-8" 8'-4 9'-4" 10'-7' 2'-6' 2'-T 8-1' 3'-6' 3'-1" 3-4' 3-9" 4'-4 115.0 3'-11' 4'-3' 4'-10' 5'-6' 5-5* 5-11' 6-g' 7'-8" 6-8" 7'-T 8'-2" 9'-3' 7'-6' 8'-2' 9'-2' 10-T 2'-5' 2'-6' 3'-0' 3'-5 3-Cr 3'-T 3-6' 4'-3" 120.0 3'-1 O' 4'-r 4'-g' 5'-5 5'-4 5'-10" 6-G 7'-e' 6-6' 7'-r 8-cl 9'-r 7*-4 8-0" 8'-11' 10'-4' 2'-5 2'-7" 2'-i1" 3'-4 2'-11' 3'-T 3'-7" 4'-r 1 - - - 7'-10' 9'-0" 7'-r 7'-ICP 8'-9" 10'-1" 2'-4" 2'-7' 2'-IT 3'-4" 2'-11" 3'-r 3'-e" 4'-1" 25.0 -1' -4 6'-4 T-d 3'-9' 4' 4'-7` 5' 5' T S'-9' 6' S T 5' 130.0 3'-8" 4'-O" 4'-5 5'-r 5'-1" 5'-T 6'-3* 7'-3" 6'-T B'-10" 7'-8" - 8'-10" 7'-0 7-g' 8'-T 9'-11` 2'-T 2'-6' 2'-10" 3'-2r 2'-1(f 3-i' 3'-5' 4'-Cr 135.0 3'-7' 3'-11" 4'-5 5'-1' 5'-0" 5-6' 6-r 7'-1" 6'-r 6'-9" 7'-6' 8-8' 6'-11' 7'-6' 8'-5" 9-9' 2'-T 2'-6' 2'-9' 3'-r 2'-9" 3'-0' 3'-5" 3'-11' 140.0 3'-T 3'-11' W-4 5'-Cl 4'-11" 5'-5" 6'-Cf 7'-0' 6'-0' 6'-7' 7'-4" 8'-$" 6'-9' 7'-5" 8'-T 9'-T 2'-r 2.-5. 2'-6' 3'-1' 2'-sr 3'-0 3'-4' 3'-tlT 145.0 3'-6' 3'-10" W-T 4'-11" 4'-10" 5'-4 5'-11" 6-10' 5'-11" 6'-6' 7'-2r 8'-4 6'-8' 7'-T 8'-r W-5' 2'-r 2'-4 2'-B' 3'-1' 2'-el 2'-11" 3'-5, 3-9" 150.0 3'-5 3'-9" 4'-r 4'-101' 4'-9' 5'-T 5'-10r 8'-9' 5'-10' 6'-4' 7'-1' 8-T 6-6' 7'-r 8'-0" 9'-T 2'-r 2'-4" 2'-7 3'-Cr 2'-8 2'-10' 3'-3" 3-9' j 155.0 3'-4 3-e" W-r 4'-9r 4'-e" 5'-r 5'-9' G' r 5-9" 6'-1 7'-CF 8'-1' 6'-5" 7'-d' 7'-10" 9•-1" 2'-1' 2'-4" 2'-T 3-e 2'-r 2'-10r 3-r 3'-6" 160.0 3'-4 3'-g' W-1" 4'-g' 4'-T 5'-1" 5-g' 6-6' 5'-8" 6-T 6'-11" L w-T 6'-4 6'-11' T-9" 8'-11" 2'-1' 2'-3r 2'-8" 2'-11' 2'-r 2'-9" 3'-1' 3'-T 165.0 3'-3' 3'-7" 4'-0' 4'-7" 4'-7" 5'-O" 5'-T 6'-5" 5'-6" 6'-1' 6'-9' I T-10' 6'-3' 6-10' 7-8" 8'-10' 2'-(T 2'-3' 2'-6" 2'-IT 2'-6' 2'-9" 3'-1' 3'-6" - 4'-7 - 4'- '-4' '-fi 6'-0" 6'-8" 7'-9" 6'-2" 6'-9" T-6" 8'-8" 2'-0' 2'-r 2'-5' 2'-10' 2'-6' 2'-B" 3'--T 3'-6' 170.0 3' 3• 3'-g' 3'-1 t' 4' 6' i t" 5'-� B 5 I * STORM BAR SPACING SHALL BE SUCH THAT MAXIMUM SLAT SPAN SHALL NOT BE EXCEEDED. I S. S. C. ROLL-UP SHUTTER SCALE 25 ROLL-A-WAY BEE95 Ti ' STORM AND SECURITY SHUTTERS TILUT TESTING A E10IMNEERINO OOMPANIY St. 10597 PETERSBURG,3O�RIo4 E. 95 - 246 0395 M.W. 36th. SC. Sb. 217.V01 W OVlOM Fl.33100 vnan: (3os�i1-1330 .cm (so5}a71-1531 DRAWING No ■v.w racM►noM DATE WV.w Ana SM WALTER A. TILUT Jr., P. E. + - - s SHEET 12 OF 19 FLORIDA Uc. 0 44167 1 1 • i 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 ASCE 7-88 OR SECTION 1606.2 OF '94 S. B. C.) 'y MAXIMUM TYPE 1 HEADER TYPE 2 HEADER TYPE 3 HEADER DESIGN HEADER STANDARD HEADER FOR 10" SIDEFRAME 7" HEADER (BRITTANY) LOAD BAR HEIGHT " HEIGHT STORM BAR HEIGHT STORM STORM BAR HE G 1Rr' s.f ' �. �P � � _ TO 15' 5'-0" > 5' TO 8' < 7 -0" > 7' TO 10 < $ 0 > 8' TO 12' >12' 25.0 11'-4" 9'-0" 15'-9" 14'-5" 18'-11 1T-1" i6'-2 30.0 10'-4" 8'-2" 15'-1" 13' 35.0 9'-7" 7'--/, 14'-6" 13'-3 17 -5 15'-9" 14'-10" 40.0 9'-0 7'-1" 14'-0" 12'-16' 14'-4 45.0 8'-6" 6'-8" 13'-7" 12'-5" 16'-4 14'-9" 13'-11" 50.0 8'-0 6'-4" 13'-3" 12'-1" 14'-4' 55.0 7'-8" 6'-1" 12'-11" 11'-7' 15'-� 14'-0" 12'-10 - 12'-Er 11'-1" 15'-Z' 13'-9" 12'-4 5' 10' 60.0 7'-e , 65.0 7'-1" 5'-7' 12'-4" 10-8" 14'-11' 13'-4" 11'-10' 70.0 6'-9" 5'-4 12'-2" 10-3" 14'-7 75.0 6'-7' 5'-2" 11'-10" 9'-11" 14'-4" 80.0 6'-4' S'-0 11'-6" 9'-T 14'-T 85.0 6'-T 4'-10" 11'-2" 9'-4 13'-11" 11'-7' - - 9'-1" 13'-9" 11'-3" - - 4-9" 10' 10 90.0 6' 0" - 95.0 5'-10r' 4'-7" 1O'-6" 8'-10" 13'-5" 10'-11" 100.0 5'-8 4'-6" 10'-3" 8'-T 13'-1' 10-8" _ 105.0 5'-7' 4'-5" 10-0" 8'-5" 12'-9" 10'-5 110.0 5'-5 4'-3" 9-9" 8'-T 12'-5 10-2" 115.0 5'-4" 4'-2" 9'-7" 8-c' 12'-2" 9'-11" 120.0 5'-2" 4'-1" 9-4" 7'-10" 11-11, 9-9" 125.0 5'-1" 4'-0" 9'-T 7'-Er 11'-8" 9-5' - - 3'-11" 9'-0" 7'-fi - 130.0 5' 0 , 135.0 4'-11" 3'-10' 8'-10" 7'-5" 11'-5 9-2" - 140.0 4'-10" 3'-10" 8'-8" 7'-S' 11'-0" 9'-0" - 145.0 4'-9" 3'-9" 81-6* 7'-Z' 10-10' 8'-10' 150.0 4'-8" 3'-8" 8'-5 7'-0" 10-Ir 8'-9" - 155.0 4'-7" 3'-T 8'-3" 6'-11" 10'-5' 8-7' 160.0 4'-6" 3'-7" 8'-1" 6'-9" 10'-4" 8'-5' - 165.0 4'-5 3'-6" 8'-0" 6'-8" 10'-T 8'-4" - _ " _ -1 IT 4 S. 8. C. ROLL-UP SHUTTER CAU 8/25/95 ROLL-A-WAY DATE LIE O 1 Nt. STORM AND SECURITY SHUTTERS OAK TIUJT TESTING Nt ENGINEERING COMPANY SL PMRSgURG�MOA 33716 95 (. ..5W.217. Fv a~(� �a.3�s+108 DRAWRNi No iay.w rat IRv.w M WALTER A. TILUT Jr., P.E. - + SHEET 13 Of 19 FLORIDA Uc._# 44167 s + f MAXIMUM ANCHOR AND SHEET METAL SCREW SPACING SCHEDULE FOR THE CONNECTION OF SIDE RAILS (USE NEGATIVE PRESSURE VALUES AS PER ASCE 7-88 OR SECTION 1606.2 OF '94 S. B. C.) i ANCHOR AND S. M. S. ANCHOR AND S. M. S. f SPACING REQUIRED SPACING REQUIRED MAXIMUM O BLOCK WALL & O O CONCRETE WALL & DESIGN SLAT SPAN SIDE WALL MOUNT ANGLE O MULLION & BUILD OUT TUBE LOAD AUD FOR SECTIONS P - P (1) VALID FOR SECTIONS P - P (1) P - P (2). P - P (3) P - P (2). P - P (3), 0 - O. ON SHEET 5 OF 19) & R - R ON SHEET 5 OF 19) LESS THAN 3' 12" 0. C. 16" 0. C. > 3' TO 4' 9" 0. C. 12" 0. C. 25.0 TO 50.0 > 4' TO 5' 8" 0. C. 1T 0. C. >5' TO 6' fi' 0. C. S 0. C. >6' TO 7' N/A N/A LESS THAN 3' 9" 0. C. If 0. C. > 31 To 4' 7" 0. C. 9" O. C. > 50.0 TO 75.0 > 4' TO 5' 6" 0. C. 87 0. C. >5' TO 6' 5' 0. C. 6" 0. C. >6' TO 7' N/A N/A LESS THAN 3' Ir 0. C. 8" 0. C. > 3' TO 4' 5" 0. C. 6' 0. C. 75.0 TO 100.0 > 4' TO 5' 4" 0. C. 5" 0. C. >5' TO 6' N/A N/A >6' TO 7' NIA N/A LESS THAN 3' 4 0. C. I' 0. C. > 3' TO4' 4 0. C. 5" 0. C. 100.0 TO 150.0 > 4' TO 5' 3" 0. C. 4" O. C. >5' TO 6' N/A N/A >6' TO 7' NIA NIA LESS THAN 3' 4" 0. C. Er 0. C. > 3' TO 4' 3" 0. C. 4" 0. C. 150.0 TO 170.0 > 4' TO 5' 3" 0. C. 4" 0. C. >5' TO 6' N/A N/A >6' TO 7' N/A NIA NOTES (1) ANCHORS USED FOR THE CONNECTION TO POURED CONCRETE OR CONCRETE BLOCK WALL TO BE 14 / " 0 TAPCONS OR RAWL PERMASEAL TAPPER OR ITW/RAMSET DYNABOLTSLEEVE ANCHORS W/ 1 1/4 Min. PENETRATION �/� 171 (2) S. M. S. USED FOR THE CONNECTION TO MULLIONS, ANGLES OR BUILD OUT J O TUBES TO BE f 12 x 3/4!' / (3) N/A = NOT APPLICABLE. S. B. C. ROLL-UP SHUTTER i scALE ROLL-A-WAY a/25/95 DATE "EC O INt. STORM AND SECURITY SHUTTERS „ 10597 O4K STREET N. E. TIUdT TESTING & ENGINEERING COMPANY St. PETERSBURG, FORM 33716 95 - 246 seas;. Sem.se,sem.2n,VWf0W tee.R. MI" pRAWIN6 No Myo"":(3n)s�+-1530.ft:(3MWI-1531 eev.w oneie+oi one orr.w onew>m ra WALTER A. TILL(f Jr., P. E. + - - • SHEET 15 OF 19 FLORIDA lic. 111 44167 2 1 • 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 ASCE 7-88 OR SECTION 1606.2 OF '94 S. B. C.) MAXIMUM STORM BAR HEIGHT GIVEN STORM BAR SPACING OR OPENING WIDTH/2 FOR I STORM BAR DESIGN (Ft.) _ LOAD STORM BAR SPAN (P � 3' > 3' TO 4' > 4' TO 5' > 5' TO 6' > 6' TO 7' .� 5' 4 # 12 4 TAPCONS 4 # 12 4 TAPCONS 4 # 12 4 TAPCONS 4 12 4 TAPCONS 4 # 12 4 TAPCONS > 5' TO 7' 4 # 12 4 TAPCONS 4 # 12 4 TAPCONS 4 # 12 4 TAPCONS 4 # 12 4 TAPCONS 4 # 12 4 TAPCONS > 7' TO 9' 4 # 12 4 TAPCONS 4 # 12 4 TAPCONS 4 # 12 4 TAPCONS 4 # 12 4 TAPCONS 4 # 12 4 TAPCONS 25.0 TO 50.0 > 9' TO 11' 4 # 12 4 TAPCONS 4 # 12 4 TAPCONS 4 If 12 4 TAPCONS 4 # 14 * 4 TAPCONS 4 # 14 + 4 TAPCONS > 11' TO 13' 4 # 12 4 TAPCONS 4 # 12 4 TAPCONS 4 # 14 * 4 TAPCONS 4 # 14 * 4 TAPCONS 4 # 14 * (2) — 1/2" 0 «+ > 13' TO 15' 4 # 12 4 TAPCONS 4 # 12 4 TAPCONS 4 # 14 * 4 TAPCONS 4 # 14 * (2) — 1/2" ** 6 # 14 (2) — 1/2" 0 «« < 5' 4 # 12 4 TAPCONS 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 TAPCONS 4 # 12 4 TAPCONS 4 # 12 4 TAPCONS N/A N/A > 7' TO 9' 4 # 12 4 TAPCONS 4 # 12 4 TAPCONS 4 # 14 * 4 TAPCONS 4 # 14 « 4 TAPCONS N/A N/A > 50.0TO75.0 12 4 TAPCONS * 4 TAPCONS 6 14 2 — 1 2" 0 ++ N/A N/A > 9' TO 11' 4 12 4 TAPCONS 4 # 4 # 14 # O / # > 11' TO 13' 4 # 12 4 TAPCONS 4 # 14 * 4 TAPCONS 6 # 14 (2) — 1/2. 0 ** N/A N/A N/A N/A > 13' TO 15' 4 # 12 4 TAPCONS 4 # 14 * (2) — 1/2' 0 «« 6 # 14 (2) — 1/2" 0 +* N/A N/A N/A N/A 5' 4 # 12 4 TAPCONS 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 TAPCONS 4 # 14 * 4 TAPCONS 4 # 14 + 4 TAPCONS N/A N/A 75.0 TO 100.0 > 7' TO 9' 4 # 12 4 TAPCONS 4 # 12 4 TAPCONS 4 # 14 * (2) - 1/2. 0 ** 6 # 14 (2) - 1/2 0 *« N/A N/A > 9' TO 11' 4 # 12 4 TAPCONS 4 # 14 * (2) - 1/2' 0 *« 6 # 14 (2) - 1/2" 0 tt N/A N/A N/A N/A ' > 11' TO 13' 4 # 14 * 4 TAPCONS 6 # 14 (2) - 1/2' 0 «« N/A N/A N/A N/A N/A N/A > 13' TO 15' N/A (2) - 1/2" 0 *« 6 # 14 (2) - 1/2' 0 ** N/A N/A N/A N/A N/A N/A 4 5' 4 # 12 4 TAPCONS 4 # t2 4 TAPCONS 4 # 14 * 4 TAPCONS 4 # 14 * (2) - 1/7' 0 «* N/A N/A > 5' TO 7' 4 # 12 4 TAPCONS 4 # 14 t 4 TAPCONS 6 # 14 (2) - 1/2" 0 *r 6 # 14 (2) - 1/2" 0 «* N/A N/A > 7' TO 9' 4 # 14 * 4 TAPCONS 6 # 14 (2) - 1/Z' 0 :« N/A N/A N/A N/A N/A N/A 100.0 TO 150.0 > 9' TO 11' 6 # 14 (2) - 1/2" 0 ** N/A (2) - 1/2' 0 r* N/A N/A N/A N/A N/A N/A > 11' TO 13' N/A (2) - 1/2" 0 «* N/A (2) - 1/2' 0 r* N/A N/A N/A N/A N/A N/A 2 1/2" 0 / 0 r* NA N/A NA N/A NA NA 5' 4 # 12 4 TAPCONS 4 # t4 * 4 TAPCONS 4 # 14 * 4 TAPCONS 6 # 14 (2) — 1/2' 0 +* N/A N/A > 5' TO 7' 4 # 14 * 4 TAPCONS 6 # 14 (2) - 1/2' 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 t+ 6 # 14 (2) — 1/2' 0 tt N/A N/A N/A N/A N/A N/A N A N A N A N A N A N/A N A / / / N A N A / / / > 9' TO 11' 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 LO / S. B. C. ROLL-UP SHUTTER - �(t 4 # 14 S. M. S. 6 # 12 S. M. S. 3CAIJ< ** (2) - 1/2' 0 x 3' F W/RAMSET DYNABOLT SLEEVE ANCHORS (GALVANIZED) OR RAWL BOLT. ROLL—A-WAY etas /95"TE IILIECOINC. STORM AND SECURM SHUTTERS TAPCONS ALTERNATIVELY USE RAWL PERMASEAL TAPPER OR ITW/RAMSET DYNABOLT SLEEVE ANCHORS. 7 K TILIIT TESTING a ENGINEERING COMPANY S1. PEPETERPETERSBURG. F MQN.A 33 16 95 - 246 6905 N W.36L+.SR.,54.217.VROMM GARDENS. n. 51166 Pnen.:(309)671-1630.Fac c(306)871-1531 Rev.ab ats�rlol &a ler *. 6lSCl�rtla/ MR DRAWING No WALTER A. TILUT Jr., P. E. 1 - + SHEET 16 OF 19 FLOREAA Uc. f44167 = • i SCHEDULE FOR MINIMUM AMOUNT OF ANCHORS REQUIRED FOR CONNECTION OF STORM BAR TO WALL ® BOTTOM W/ REQUIRED BRAQUET TYPE BASED ON CASES 1 THRU 4 (USE NEGATIVE PRESSURE VALUES AS PER ASCE 7-88 OR SECTION 1606.2 OF '94 S. B. C.) SCHEDULE VALID FOR BOTTOM OF SHUTTER V - V (2) SHOWN ON SHEET 6 OF 19 STORM BAR SPACING OR WIDTH OF OPENING/2 FOR 1 STORM BAR MAXIMUM DESIGN STORM BAR HEIGHT ' 1 LOAD (Ft.) = •� (p s f) STORM BAR SPAN 3' > 3' TO 4' > 4' TO 5' > 5' TO 6' > 6' TO 7' Ij OF ANCHORS REQUIRED CASE NUMBER / OF ANCHORS REQUIRED CASE NUMBER 0 OF ANCHORS REQUIRED CASE NUMBER OF ANCHORS REQUIRED CASE NUMBER f OF ANCHORS REQUIRED GSE NUMBER 5' 2 TAPCONS (D 3 TAPCONS 3 TAPCONS 4 TAPCONS I I > 5' TOT 3 CONS 4 TAPCONS (D5 TAPCONS Q 5 TAPCONS O 5 TAPCONS O Q O 4 RED HEADS 25.0 TO 50.0 > 7' TO 9' 2 RED HEADS 1Q 5 TAPCONS Q 4 RED HEADS © 4 RED HEADS 8 TAPCONS 30 ' ( I > 9' TO 11' 4 TAPCONS 20 4 RED HEADS Q 4 RED HEADS 2 8 TAPCONS30 10 TAPCONS 30 > 11' TO 13' 3 RED HEADS 20 4 RED HEADS2Q 8 TAPCONS3O 10 TAPCONS 8 RED HEADS 3Q > 13' TO 15' 4 RED HEADS8 TAPCONS 3O 10 TAPCONS 3Q 8 RED HEADS 3O 8 RED HEADS 3Q 5' 3 TAPCONS 4 TAPCONS 5 TAPCONS 4 RED HEADS2U N/A N/A > 5' TO 7' ' i 4 TAPCONS © 5 TAPCONS 20 4 RED HEADS $ TAPCONS 0 N/A N/A > 7' TO 9' 6 TAPCONS 2 4 RED HEADS 2 8 TAPCONS 3 10 TAPCONS N A N A > 50.0 TO 75.0 0 0 3 / / > 9' TO 11' 6 TAPCONS 2Q 8 TAPCONS Q 6 RED HEADS Q 8 RED HEADS Q N/A N/A ANCHOR LEGEND > it' TO 13' 8 TAPCONS5U 10 TAPCONS3Q 8 RED HEADS3O N/A N/A N/A N/A TAPCONS + : 1/4 0 WITH 1 1/4• 1 > 13' TO 15' 10 TAPCONS 5 8 RED HEADS 3 10 RED HEADS 5 N/A N/A N/A N/A Min. PENETRATION INTO Q MASONRY OR CONCRETE 5' 4 TAPCONS 2 5 TAPCONS 2 4 RED HEADS 8 TAPCONS3 N A N/A WALL.0 > 5' TO 7' 5 TAPCONS2O 5 RED HEADS2Q 10 TAPCONS30 10 TAPCONS 3 N/A N/A • OR RAWL PERMASEAL TAPPERS 1/47 0 W/ 1 1/4" Min. PENETRATION � > 75.0 TO 100.0 > 7' TO 9' 4 RED HEADS 2 10 TAPCONS30 8 RED HEADS3Q 8 RED HEADS 0 N/A N/A INTO MASONRY OR CONCRETE WALL, > 9' TO 11' 8 TAPCONS 30 8 RED HEADS a 8 RED HEADS Q N/A N/A N/A N/A ' T RED S > 11 0 13' 10 TAPCONS 3O 8 RED HEADS 3a N/A N/A N/A N/A N/A N/A HEAD 3/8. 0 x 1 7/8' ITW/RAMSET DYNABOLT SLEEVE ANCHOR W/ > 13' TO 15' 8 RED HEADS30 10 RED HEADS N/A N/A N/A N/A N/A N/A 1 1/4 Min. PENETRATION INTO MASONRY OR CONCRETE 5' 4 RED HEADS © 8 TAPCONS 3 10 TAPCONS 30 10 TAPCONS3o N/A N/A WALL > 5' TO 7' 8 TAPCONS 10 TAPCONS Q 8 RED HEADS30 10 RED HEADS ® N/A N/A >100.0 TO 150.0 > T TO 9' 10 TAPCONS 3 8 RED HEADS 3 N/A N/A N/A N/A N/A N/A > 9' TO 11' 8 RED HEADS 3 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 5' 4 RED HEADS © 10 TAPCONS Q 8 RED HEADS30 8 RED HEADS3o N/A N/A > 5' TOT 10 TAPCONS 3 8 RED HEADS 30 10 RED HEADS ® 10 RED HEADS ® N/A N/A >150.0 TO 170.0 > 7' TO 9' 8 RED HEADS 3 10 RED HEADS 4o N/A N/A N/A N/A N/A N/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 � QQQrrr > 13' TO 15' N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A I 2' x 4' x - = 2) 2' x S x 1/!T x 1'-Or = CASE 3, 1/B" x O' Ir CASE 1, FOR UP TO T ST, BAR Po) LIP To 3' STORM BAR I f x 5' x 1/Ir x 0'-6' = CASE 1, FOR UP TO C ST, BARI I �2) 7 R UP TO 4" STORM BAR S. B. C.x S' x i lir x 1'-(I' = CASE 3 O Y x 4' x 1/E" x 1'-d = CASE 2, FOR UP TO ST. BAR (2)R UP TO Y STORM BAR ROLL-UP SHUTTER Y x C x 1/-C x 1'-0" = CASE 4, 0 Q Q PO 7' x S" x 1/F1' x 1'-d'-1'-d' - CASE 2, FOR UP TO 4' ST, BAR 2) 2' x 5 x 1/4' x 1'-7 = CASE 4 SCALE UP TD C STORM BAR ROLL-A-WAY 9/25E SINGLE ALUMINUM ANGLE O O o DOUBLE ALUMINUM ANGLE O O o 1SEK I E C O I NC" STORM AND SECURITY STREENH E ERS DATE TOTAL R SC ANCHORS TILLJT TESTING ! ENGINEERM COMPANY St, PETERSBURG, FLORIDA 33716 95 - 246 TOTAL / OF ANCHORS e505 Kw.3ea,. s1., sa. 2n,v sAlools.R. 7316s AS PER SCHEDULE dt AS P SCHEDULE & A. : (xo5M�1-+530.Fw:(705)871-1531 BRACKET CASE TYPE BRACKET CASE TYPE �'.w xaeexwllaw OW MV.N. Kaarla+ an ORAWINO No BRACKET CASES 1 THRU 4 WALTER A. TILLIT Jr., P. E. + - - s FLORIDA Lic. # 44167 = SHEET 17 OF 19 I MAXIMUM ANCHOR THRU BOLT OR SHEET METAL SCREW SPACING SCHEDULE � FOR THE CONNECTION OF HEADER r (USE NEGATIVE PRESSURE VALUES AS PER ASCE 7-88 OR SECTION 1606.2 OF '94 S. B. C.) h — STORM BAR HEIGHT (Ft.) h STORM BAR HEIGHT (Ft.) MAXIMUM HEADER TYPE 2 = STORM BAR SPAN MAXIMUM HEADER TYPE 3 = STORM BAR SPAN DESIGN SPAN "L" (Ft.) DESIGN SPAN "L" (Ft.) LOAD HERDER FOR 10" SIDEFRAMEYVLOAD 7" HEADER(BRITTANY) �< 7'—d > 7' TO 10' "W (P.s.f.) �< 8'-0' > 8' TO 12' > 12' TO 15' 6'—d CASE a1 CASE a1 < 8'—d CASE a1 CASE a1 CASE a1 > 5' TO 8' CASE o1 CASE a1 > 8' TO 10' CASE a1 CASE a1 CASE a1 25.0 TO 50.0 > 8' TO 10' CASE a1 CASE a1 25.0 TO 50.0 > 10' TO 12' CASE o1 CASE a1 CASE o2 >10' TO 12' CASE o1 CASE a1 >12' TO 15' CASE a1 CASE o2 CASE a2 >12' TO 15'-9" CASE a1 CASE a1 >15, TO 19' CASE a1 CASE o2 CASE o2 6'—d CASE at CASE a1 < 8'—d CASE at CASE a1 CASE o2 > 6' TO 8' CASE a1 CASE a1 > 8' TO 10' CASE a1 CASE a2 CASE o2 > 50.0 TO 75.0 > 8' TO 10' CASE at CASE o1 > 50.0 TO 75.0 > 10' TO 12' CASE o1 CASE o2 CASE o2 >10' TO 12' CASE a1 CASE o2 >12' TO 15' CASE a2 N/A CASE a2 >12' TO 15'-9" CASE a1 N/A >15' TO 19' CASE a2 N/A N/A < 6'-0' CASE o1 CASE a1 < 8'—d CASE o1 CASE o2 N/A > 6' TO 8' CASE a1 CASE a1 > S' TO 10' CASE a1 CASE a2 N/A 75.0 TO 100.0 > 8' TO 10' CASE at CASE a2 > 75.0 TO 100.0 > 10' TO 12' CASE a2 CASE a2 N/A >10' TO 12' CASE a1 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/A 6'—d CASE a1 CASE a2 < 8—d CASE a2 CASE a2* N/A > 6' TO 8' CASE a1 CASE o2 > 8' TO 10' CASE a2 CASE a2 N/A >1DO.0 TO 150.0 > 8' TO 10' CASE o2 CASE a2 100.0 TO 150.D > 10' TO 12' CASE a2 N/A N/A >10' TO 12' N/A 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/A < 6'—d CASE a1 CASE a2 < 8'—O" CASE o2 CASE o2 N/A > 6' TO 8' CASE o2 CASE a2 > 8' TO 10' CASE o2 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 >10' TO 12' N/A N/A >12' TO 15' N/A N/A N/A >12' TO 15'-9 N/A N/A >15' TO 19' N/A N/A N/A N/A = NOT APPLICABLE NOTES 1 ALL CONNECTIONS FOR HEADER D TYPE 1 AT ENDS 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. ROLL_UP SHUTTER SCALE (2) CASE a1 = CORRESPONDS TO HEADER CONNECTION DETA SHOWN ON a/as/95 SHEET 8 of 1 L-A-WAY 9. R 0 L DATE O 1Nt. STORM AND SECURITY SHUTTERS 3 CASE a2 = CORRESPONDS TO HEADER CONNECTION DETAILS SHOWN 10597 a4K STREET N. E ( ) � TIL1lT TESTING ! ENQINEERINQ COMPANY $(. PETERSBURG, FLORIDA 33716 95 — 246 SHEET 9 OF 19. �,J 6595 H.W.3en,.x..S,..xn,VIRSOM GARDENS,a 3316 Phwe:(305)071-1530.For:(305)!7,-1551 "AWING No tY.11. 6omm"m W6, 61Y.M. KfOlirlgN MR WALTER A TILLIT Jr., P. E. FLORIDA Lic. # 44167 = a SHEET 19 Or 19 b n xit' 531' .551' sol 507 .040• .04(T _ - - 2W l FF I f11L1 R $ ♦•i I $ d r � .016' 057 a .07d R.02S ► 040• b F1 OtE• m.ox � -.S . h Ci N f N R.040r N [J y N N --� 1[1 Li' r .064 Il � b 04d _ L_ '� I -«I 1.x.225 I .045 �--36r .045 .s6r 4 1+-.551• {x-.535' 361' j 33Y L.- 337- I1 INSERT FOR 12 INSERT FOR i SLATS TYPE 3 & 4 LATS TYPE 5 j �k TYPE 1 SLAT: TYPE 2 SLAT: � TYPE 3 SLAT: � TYPE 4 SLAT: R60/65 REBAR (9 TYPE 5 SLAT: p77 REBAR ®F OOPROL6 FORMED ®F 150PROL� FORMED EXTRUDED Alum. SLAT EXTRUDED Alum. SLAT RAW-65 PVC SLAT RAW-60 PVC SLAT P77 PVC SLAT US 60 US 601 NITAR R-14 RIGID P.V.C. NITAR R-14 RIGID P.V.C. 6061—T6 OR 6005—T5 NITAR R-14 RIGID P.V.C. A.S.T.M. A-525 GALV. STEEL ALUMINUM SLAT ALUMINUM SLAT 6083-T6 ALUMINUM ALLAY 63-T6 ALUMINUM ALLOY W/ FLEXURAL STRENGTH OF W/ FLEXURAL STRENGTH OF ALUMINUN ALLOY W/ FLEXURAL STRENGTH OF W/ Fy = 36 ksi 60 10.6 k. s. i. AND MODULUS 10.6 k. s. i., AND MODULUS 10.6 k. s. i., AND MODULUS OF ELASTICITY OF 480 k. s. L OF ELASTICITY OF 480 k. s. L OF ELASTICITY OF 480 k. s. i. 551' �,175�I+ .127 t.Z00''" 1 '17S 351• �I�.127 tt� 3.007 N 207207 21d 1 B �_2140er 1 �. H FLOW 047 14d 047 RD7tf J 8 E T B ?De3 , } W� h 4 "i 240• I r .23d tv N 236 T_�V_l tV i .36.r 38S • � � � D 4. TYPE 1 HEADER CHANNEL 09Y _, o 23� 13 INSERT FOR aar 14 INSERT FOR L1.213 1 INSERT FOR �t� ��� �VMINUM �mi. a � t s a 9 SLAT TYPE 8 SLAT TYPE 1 3 8 x 3 BAR. AR. TYPE 8 SLAT: TYPE 9 SLAT: R50 REBAR © „TYPE 1 STORM . STORM BAR TYPE 2 STORM B P55 PVC SLAT R55 REBAR 3 EXTRUDED STORM BAR 3” RUDED STORM BAR W/ INSERT 6061—T6 OR 6005—T5 P50 PVC SLAT 6005—T5 ALUMINUM 8061-T6 OR 6005-T5 ALUMINUM ALLOY 6005-15 ALUMINUM ALLOY 6051-To/W05-TO ALUMINUM ALLOY (STORM BAR) NITAR R-14 RIGID P.V.C. 6005-T5 ALUMINUM ALLOY (INSERT) ALUMINUM ALLOY NITAR R-14 RIGID P.V.C. ALLOY „y. W/ FLEXURAL STRENGTH OF W/ FLEXURAL STRENGTH OF ,ts .,27 •120 10.6 k. s. i., AND MODULUS 10.6 k, s. i, AND MODULUS t7s• t7S OF ELASTICITY OF 480 k. s. i. OF ELAST1CffY OF 480 k. s. i. � ��� 74V $ - $ $ ,2d 121f m 1.22ir Air s,7 s,7 7�. `� � mrr J G 674•+1 674',.1 ' $ Ig L�i. .125 ,. .141' 7tkr -•{I .,,8" {„ � `T� TYP• rNl Typ. .679' E G1 INSERT FOR C a TYPE 5 STORM BAR: .875' x 2.3” TYPE 6 STORM BAR: Lp_013r � STORM BAR 2.3 EXTRUDED STORM BAR 2.3" EXTRUDED STORM BAR -T ALUMINUM ALLOY INSERT W INSERT 6061-re OR SMS-T5 ALUMI u PURLIN / $ N 6061—T6 ALUMINUM ALLOY 6061-T6 OR 6005-Ts ALUMINUM ALLOY S. 8. C. ROLL—UP SHUTTER SCALE n7 I IL--,.Soar •� 1 INSERT FOR � _ 8/25/95 Ea TYPE 3 STORM BAR 1 1/2" x 471 F TYPE 4 STORM BAR ROLL-A-WAY DATE 4" HEAVY EXTRUDED STORM BAR STORM BAR a I�. E C INc. STORM AND SECURITY SHUTTERS 6061-rs OR 6005-T6 ALUMINUM ALLOY 4" HEAVY EXTRUDED STORM BAR 1�7 or�c STREET N 6005-T5 ALUMINUM ALLOY TILLR TESTINO & ENOINEERNO COMPANY St. PETERSBURG, FI. 33716 95 — 246 - W INSERT 8555 N W.36M.91.,st. 217.VNKM4M oaros+s.Fl 33186 61-76 OR 6005-T6 ALUMINUM ALLOY Pnmw: (303)671-1630 . fox :(305)071-1531 00DRAWING No 60 Il,t 110 60/11011 OML RY.M 6tlCIIf67M M1[ WALTER A. TILLIT Jr., P. E. + FLORIDA Lic. 44167 = _ _ 4 SNEET 2 OF 19 • i � 1 F y, 45 CWW ER OPTIO < 1 (Typ.TOP k BOTTOM) • � I y • 0 y 45F CHAMFER (OPTIONAL) '• z (Typ. TOP k BOTTOM) p l� Ir° .032' Q �• � EL nl � 17 o � II I � • .osr ,. i 1 3/3r i t 1 I 4 4 1/1* a I I �\•6 i ° (TYP-) 17 *'�t STUB DETAIL 1,1 ,Lis 45- CHAMFER (OPY"AAL) (TYD• TOP &BOTTOM) i T y 16 1 TOP PROFILE 3005-M ALLOY. 2 BOTTOM LEADER w/PLUSH. QX BOX SIDE BRACKET TYPES 3 REAR PROFILE 3005-H28 ALLAY. 7 4 4 BOTTOM PROFILE 3005-H28 ALLOY. 5 COVER PROFILE 3005-H28 ALLOY. 3 6 NYLON DISK: 4 1/4' 0. D. 0 7 .ROLLING CUSHION W/BA(1S. 8 BOX SIDE BRACKET: CAST ALUMINUM. �t 2 9 RIBBON: 17/32" WIDE. „ SIDE RAIL SLAT. p EXTRUDED ALUMINUM DRAWING HOOP. GALVANIZED STEEL DRUM: 1 9/16' O. D. x 0.031* Thk. RETAINING METAL PLATE: 26 Ga. Goly. StI. AT EACH END. NYLON FERRULE: 1 17/32' 0. D. x 0.045 Thk. x 3 5/1,;' Long. �W BOX COMPONENTS AND ASSEMBLY DETAIL NYLON FUNNEL. SCREWS: # 4 x 1/2• S. S. I i i S. B. C. ROLL—UP SHUTTER SxALE i I i 6/25/95 ROLL-A-WAY DATE ECO 1 N C. STORM AND SECURITY SHUTTERS TILLfi TESL NO ! DMINEEMM COMPANY 97 5105t. PETERSBURG,STRR N. E.G 95 - 246 aM N.W_3ft.9L.SM. 217,VNIG M GYtimms.m 33166 Pnon�: (3os)a7,-,a3o.Fm :(3oa)tri,-,a3, we xoeeNrna awe ter.N. xnpsma rat DRAWING No WALTER A. TILLIT Jr., P. E. FLORIDA Lic. 44167 2 1 _ _ x SHEET 4 OF 19 I (�ON(xtE1E ANCHORS • ,T 0. C. POURED CONCRETE CONCRETE ANCHORS • 1T 0. C. POURED CONCRETE RECUIRED REOURED ——————-I . POURED OONCRETE REWIRED j � I 0 r--- - -� I- -t I- �-� I I l I DOOR OR WINDOW CLASS 2500• Min OR i I OR I I i I I -- , o o �F OR -- I- -� z.OW — 2.000• (Min. 000r (w•� I I ° _° ) I I o o 1 1/2• x r x .12'S x (Min.) ( I ^OR S I I— J OR 5 t I S 0.-1 11/16• Nam.ANGLE S�t(J} S S I I I I I I I I 1 3//r S. &(4E)1LTi LE O O � J OR K o OAR s l I S $1 I S DOOR 1 i R OR O s 1 ( s SI I s NOTCHED VF�rr n�aro�j WINDOW GLASS R OR S WINDOW CLASS S S I I S O i I I ©�/O 2' MINIMUM I Al t I I F O OR O A6 @@OR@ B COO U OR MOUNTING SECTION V - V 1 0 I I oo O CEILING ( ) s 1 I s SI I S F GOR H T o ®� MINIMUM Al1@@ @ A$ OR A9 4 5 T MINIMUM I i I I 2-Off ( I JJ I-- u OR i I ANCHORS U ORO CDNC_CONNECTION TO SLAB OR 11 All I IS. M. S. FOR COMECiION I- I TO ALUMINUM O O I (SEE 91w 'SO))N SHEET OR Q (TY9• TOP !t B6TfOM) B O O t I I A6 7 A9 Min. I O O F G OR H �R o0 0 ® o o o SINGLE a ACKET I I o�1E OR DOUBLE BRACKET c > I I EVCW ANCHORS (sEE SCHEDULE ON sHNfT II T m,.,..�ON I I t I WALL MOUNTING SECTION V - V (2) OR OR S h I I I I �ORQ SECTION S - S (►��.) I I I I 0�0 OORO OR o r roum CONCRM t L J L _ I sus OR ®�0 NfAOERs DR DR o NVEFTED / �1 4 I sEATCO Alrc > w 2.50 kin I POURED CONCR CONCRETE AMCNIORS p I(�/ i R[O CONC DOOR — ——— 1 1/2• x 1' x .12Y x an 0 o O O 0'-1 II/Ir Nun. ANGLE CEILING & FLOOR MOUNTING WINDOW CLASS I- � - - EACH SDE w/ (4) � 14 x ELEVATION X - X 3/4' S. M. s. EACH LEG SECTION V - V (1 ) B ©©OR PH NOTCHED FIT INTO m ROLL-UP SHUTTER w" 4 I 15 SI 15 Al @®(R@ 00 I i s A7 A$ as ROLL—A—WAYDATE T MINIMUM O o ORo /171LECOJN�C_ STORM AND SECURITY SHUTTERS U oftO TILLFT TESTINO ! DMINEENNO COMPANY 105E7 OAK STREET N E ssas Nw. ]BMS.8L.M& 417.NROM Q%WXNS. S. 331as � �'' FLDRDA 3T/16 95 - 246 WALL MOUNTING SECTION V - V (2) PNwn.:(JO 171-1630 . Fox :(306)871-1531 aiaE arv.a. stow"M on DRAWINO No WALTER A. TILLIT Jr.. P. E. - - + I I SHEET 6 OF 19 FLORIDA Uc. 1 44167 t • W - 2 CONCRETE ANCHORS 0 I2. 0. C. POURED CONCRETE CRL3 REINFORCE 0 ORO CONNECTION 1.500' To ®OR® W/(2) 12 x 1 1/2" /� POURED CONCRETE t sod Q I S. N. S. •THIS LOCATION ONLY. U OR /1 i 1 REQUIRED „/Y x ," x Aofr x (Typ. EACH SIDE) \�.V../! -� --i i' '1� 1. 1/2' x 1• x .100' x O*-4 O / W/(3 AAm. ANGLE (IS. M. S} ,�Od Alum.ANGLE INTERNAL) W/(2 SEE SCHEDULE FOR ANCHORS 1 x3 � S. N. S. W/(3) 2 \ 3 REOUIRED ON SHEET 1S OF 19 I I \ TO !® (3 3 td i �� 1To x 7 TA(3) 3 ANCHORS (Typ. TOP & BOTTOM) o I S. S. RNETS Yo �. Al A2 A3 1 i O /� �\ I S. S.RIVETS To/ .� ti� 1 N � \ A4 A5 A6 10 � � �'� i -------------- -- -- -------------- i I o 0 0 , 1/9' x 1• x .10o' x -- ----- -- -- ----- ------- A7 A8 OR A9 I ( O _ 0'-6 3/E' INTERNAL Alam 0 0 o 0 o �N O OR M I � ANGLE w/(4) 3/167i S. s � I o O o o t 1/r x 1• x .too' x I POP RNETS TO ®. 0'-5 3/d 04EFKOL Num. I a I END CAP STUB /<) /d 6 S. S. ANGLE W 4 3 1 POP RTYE15 TD ®. REINFORCE I I J ORO ONLY•W2-W (2d O O ®6c CONNECTION TO Q k(8) I ( 5(N.9.TO Q�. J OR Wf(2 12 x 1 1/27 S. M. S. I ( Ips 1) ~ J OR w/(4) / 12 x 4 s • IS LOCATION ONLY. I i W/(4) / 12 x 4• Y (7 EACH WOE} I I O O S. M. S. TO S(SEENOTE ,• 333 VALID FOR SECT,ON W-W (2} ONLY. I I U OR (�A)i'C0►U I I 1/ANCHORS FROM TRACK () OR O O O END CAP �( TO WALL O THIS LOCATION. O DOOR I 1 ---- -- -- ----------OR --------- wINDOW 05 OR R 5 I I Q/5 OR R/5 t I/2 x Y x .too' x / / 0--6 3/d WTERNAL ANtm. END CAP X PLAN 1 ANGLE W/c4> 3/1V . S. WALL MOUNTING ® I I ® POP RWETS TO END CAP ®. n 6: (Typ. TOP BOTTOM) low w SECTION W — W (4) I I T i I i iSEE SCHMULE FOR BOLTS F-- --� REOUfD ON SHEET 16 OF 19 CONCENTRATE (2) 1/4' . x (Typ. TOP k M) POURED CONCRETE 3 I/2' TAPODN NICHORS BOTTOM) O Q I REQUIRED ® W FROM 1� Q OR(D POURED CONCRETE Al A3 A2000 A4 O A6 2 Cod 3.000' Mn. U OR O+ O A7 A8 A9 — -- -- — SECTION W W 1 & W W `/ ` END CAP STUB O j OR O W/(4) 1 12 x 1 _ 1 i/2" x i" x .1oar xil S. N. S. TO . NOTE 1: ® OR tSi1 00NNECiTDN DETAILS TO MULLION 40LE 3/d INTERNAL Num. OR OR WALL S�{ N ON SECTIONS W-W 1 . W-W (2) A40LE W/(4) 3/1 d i S. S. O END CAP ( x J (( POP RIVETS TO END CAP ®. R 6E�IGN �(4). SHALL ONLY BE PE MILTED FOR PRESSURE RATINGS. HEADER SPANS AND STORM BAR C. ------- --- S. B. C HEIGHTS AS SHOWN ON SCHEDULE ON SHEET 19 OF 19 --- -- (CASE al ON SCHEDULES). -------------- -- ROLL—UP SHUTTER scAL� e/2s/9s ROLL-A—WAY DATE L E C O 1 mc. STORM AND SECURITY SHUTTERS PLAN 2 W TlI U ff TESTING At ENOINEF W0 COMPANY 9L tD59�, FLORIDA 33716 95 - 246 6566 N.W. aft. St»Sb. 217.VIROM WIDENS. FL 35166 Ploo :(3061871-1530.Fat:(506)671-1551 - - DRAWING No KY.M• RQ/Ilal W[ !V.M Rxlat!'I1at MRdo { WALTER A. TILUT Jr.. P. E. t - + SHEET 8 OF 19 FLORIDA uc. i 44187 : - • I MULLION LOADING CHART MAXIMUM NEGATIVE DESIGN PRESSURE RATING "W' (p. s. f.) AND CORRESPONDING SPAN "M" FOR A GIVEN TYPE OF MULLION AND MULLION SPACING. MAXIMUM (USE NEGATIVE PRESSURE VALUES AS PER ASCE 7-88 OR SECTION 1606.2 OF '94 S. B. C.) I MAXIMUM TYPE 2 MULLION TYPE 3 MULLION 1 TYPE MULLION DESIGN3 X 6" H. DUTY POST T X 4 H. DUTY POST 3" X Y RECT. TUBE LOAD (p.S.fMULLION SPACING MULLION SPACING MULLION SPACING ) 3' OR LESS > 3' TO 5' > 5' TO 8' > 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' TO 8' > 8' TO 10' >10' TO 12' 25.0 18'-5" 15'-T 15'-3" 14'-2" 13'-4" 14'-0" 11'-10" t 1'-T 10'-9" 10'-T 8'-4" 7'-0" - - - 30.0 17'-4' 14'-S" 14'-4" 13'-412'-7" 13'-2" 11'-2 10'-11" 10'-2" 9'-7" T-10" 6'-7" - - - 35.0 16-6" 13'-11' 13'-8" 12'-8" 11 -11 12'-6" 10'-7" 10-5 40.0 15-9" 13'-4" 13'-1" 12'-1" 11-5" 12'-0" 10'-1" 9'-11" 9'-3" 8'-8" 7'-2" 6'-0" 45.0 15'-2 12'-9" 12'-7" 11-8" 11'-0' 11'-6" 9'-9" 9'-7" 8-10" 8'-4' 6'-10" 50.0 14'-8" 12'-4" 12'-1' 11'-3" 10'-7" 11'-2" 9'-5" 9'-3" 8'-7" 8'-1" 6'-7" 5'-7" - - _ 55.0 14'-2" 12'-0" 11--g- 10'-11" 10'-3 10'-9" 9'-1" B'-i t" 8'-3" 7'-10" 6'-5' 5'-5 - - w _ - - 8'-1" 7'-7" 6'-3" 5'-3" - - - _ 6" 8' 1 C:' 8' 8" _ - 10' ' 7" t 1'- 10' T 10' 0" 60.0 13'-9 11 5 » » w - 7'-5r -1 _ _ - 8' T 8' S" 7' 0" 9 8" 10' 2" 65.0 13'-5" 11' 4 ill-1, 10 4 _ _ _ 70.0 13'-1" 11'-0" 10'-10" 10-1" 9-6" 9'-11" 8'-5" 8'-3" 7'-8" 7'-2" 5'-11" 5'-0" 75.0 12'-9" 10-9' 10'-7' 9'-10 9-3 9'-9" 8'-2" 8'-1' 7'-6" T-0' 5'-9" 4'-11" - - - 80.0 12'-6" 10'-7" 10'-4" 9'-T 9'-1' 9-6" 8-0" 7'-11" 7'-4" 6'-11" 5'-8" - 1 85.0 12'-3" 10'-4 10'-2' 4'-5 8'-10 9'-4 7'-10 7'-9' 7'-2' 6'-9" 5'-7' 4'-8' - - - 90.0 12'-(f 10'-2' 10'-0" 9'-5 8'-8" 9'-2" 7'-9" 7'-T 7'-0 6'-7" 5'-5 4'-7" q.-sr9'-1" 8'-7 9'-0" 7'-7" 7'-5" 6'-11" 6'-6" 5'-4" 4'-6" - 95.0 11-1 0" 10' 0" _ 100.0 11'-7' 9'-10" 9'-7" 8'-11" 8'-5 8'-10" 7'-5' 7'-4 6'-9" 6'-5 5'-3" 4'-5" w - 6'-8" 6' 3" 5'-f 4'-4" 105.0 11'-5' 9'-8 9'-6" 8'-9" 8'-3 S'-8" T 4" 7'-2" 110.0 11'-3" 9'-6" 9'-4" 8'-8' 8'-2" 8'-7' T-3" 7'-1" 6'-7" 6'-T 5'-1" 4'-3" - - - 115.0 11'-1" 9'-4" 9'-2" 8'-G' 8'-0" 8'-5" 7'-1" 7'-0" 6'-6" 6'-1" 5'-0' 4'-3" - - 120.0 10'-11" 9-3" 9'-1" 8-5 7'-11" 8'-4" 7'-0" 6'-11" 6'-5" 6'-0" 4'-11" 4'-2" - - 125.0 10-9" 9'-1' 8'-11" 8'-5' 7'-10' 8'-2" 6'-11" 6'-9" 6'-4" 5'-11" 4'-11" 4'-1" - - - 130.0 10-8 9'-0" 8'-10" 8'-Y T-8" 8'-1" 6'-10" 6'-8" 6'-3" 5'-10" 4'-10' 4'-l" - - - 7'-7" 8'-0" 6'-9" 6'-7" 6'-2" 5'-9" 4'-9" 4'-0" - - - 135.0 10' 6" 8' 10" g' , 140.0 10'-5" 8'-9" 8'-T 8'-0" 7'-6" 7'-11" 6'-8" 6,-6" 6'-1" 5'-9" 4= _ _ 1w - _ 4' 8" 3' 1 _ 5' 8" 145.0 10'-3" 8'-8" 8-6" 7'-11" T-5" 7 10r 6'--r 6 � - _ 150.0 10'-7 8'-7" 8'-5" T-10" T-4' T-9" 6'-6" 6'-5" 5'-11" 5'-7" 4'-7 3'-10 155.0 10'-OP 8'-6" 8'-4' 7'-9' T-3" 7'-8" 6'-5" 6'-4" 5'-10' 5'-6" 4'-6` 3'-10' - - - » - -10" 5'-6" 4'-6" 3'-9" - - - - 3" 5' 160.0 9'-11' 8-5 8 -3" 7 -�' T-2" T-T 6' 4 6' - 5'-5" 4'-5" 3'-9" 6'-2" 5' 9" 165.0 9'-10" 8'-3" 8'-2" T=T 7'Er -l' 7'-V' 6'-4" - - _ _ _ - - _ " 5'-8" 3'-g"w S. B. C. ROLL- SHUTTER SCALE 6/25/95 ROLL DATE IMECO 1 N t. STORM AND SECURITY SHUTTERS TILLIT TESTING t ENGINEERING CGMPANY 10597 OAK STREET E. St. NErERseuRc, FL10597 33716 95 - 246 593 N.W. 36M. St.$b.217.VWGNK 6MDDM n. 33166 -t 303 - DRAWING c«• ( No Phon. : 3176 530 ?61ttai/ ( � acv.N. •neentot wt w.r. smrnaN a� Jr.. .E. i - - + 19 WALTER A TiLUT SHEET 14 OF FLORIDA Uc. 1 44167 t a • MINIMUM ANCHOR AMOUNT SCHEDULE FOR MULLIONS CONNECTION TO SLAB THRUT BRACKET & MINIMUM THRU BOLT AMOUNT SCHEDULE FOR MULLIONS CONNECTION TO n BRACKET AS PER ASCE 7-88 OR SECTION 1606.2 OF '94 S. B. C. USE NEGATIVE PRESSURE VALUES ) VALID FOR SECTIONS W — W (1), W - W (2), W — W (1A) ON SHEET 7 OF 19, W — W (1), W — W (2) ON SHEET 8 OF 19, do W — W (3) ON SHEET 9 OF 19 MAXIMUM MULLION HEIGHT 0 = STORM BAR SPACING OR WIDTH FOR STORM BAR DESIGN (Ft.) _ LOAD MULLION SPAN < 3' > 3' TO 5' > 5' TO 8' > 8' TO 10' > 10' TO 12' ,.W, (P.S.f.) TOTAL of ANCHORS TOTAL of THRU BOLTS TOTAL f of ANCHORS TOTAL / aF TFRU eoLTS 70TAL # OF ANCHORS TOTAL / OF THRU BOLTS TOTAL / OF ANCHORS Toru OF THRU BDLTS TOTAL ; OF ANCHORS TOTAL 0 OF THRU BOLTS REOUIRED REQUIRED REQURED REQUIRED REOURED REQUIRED REQUIRED REQUIRED REQUIRED REQUIRED — N 2 — 1 4" 0 — 2 1 4 0 4 TAPCONS (2 1/4' 0 4 TAPCONS O / 5' 4 TAPCONS (2) — 1/4 0 4 TAPCONS (2} 1/4" 0 4 TAPCONS O / ) — 1 4' 0 4 TAPCONS 2 — 1 4" 0 N — 1 4" 0 4 TAPCONS 2 — 1 4" 0 4 TAPCONS (2) / O / > 5' TO 7' 4 TAPCONS 2 — 1 4 0 4 TAPCONS (2) / { ) / 7 4 TAPCONS 2 — 1 4 0 4 TAPCONS (2) — 1/4' 0 4 TAPCONS (2) — 1/4" 0 4 TAPCONS (2) — 1/4" tl 4 TAPCONS (2) — 1/4' 0 25.0 TO 50.0 > TO 9' { ) / > 9' TO 11' 4 TAPCONS (2) — 1/4" 0 4 TAPCONS (2) — 1/4" 0 4 TAPCONS (2) — 1/4 0 4 TAPCONS (2) — 3/6' 0 (2) — 1/2" 0 (2) — 3/g' 0 > 1V TO 13' 4 TAPCONS (2) — 1/4" 0 4 TAPCONS (2) — 1/4' 0 (2) — 1/2" 0 (2) — 1/4" 0 (2) — 1/2" 0 (2) — 3/8 0 (2) — 1/Y 0 S. S. (2) — 3/g' 0 > 13' TO 18' 4 TAPCONS (2) — 1/4" 0 (2) — 1/Y 0 (2) — 1/4 0 (2) — 1/2- 0 (2) — 3/8" 0 (2) — 1/Y 0 S. S. (2) — 3/fe' 0 (2) — 1/2" 0 S. S. (2) — 3/8" 0 — 4 TAPCONS 2 — 1 4 0 4 TAPCONS (2) — 1/4" 0 4 TAPCONS (2) — 1/4' 0 4 TAPCONS (2) — 1/4" 0 5' 4 TAPCONS (2) 1/4" 0 O / 4" 0 2 — 1 4" 0 2 — 1 2 0 (2) — 1/4" 0 (2) — 1/Y 0 (2) — 3/r 0 > 5' TO 7' 4 TAPCONS (2) 1/4" 0 4 TAPCONS (2) 1/ 4 TAPCONS O / O / > 7' TO 9' 4 TAPCONS (2) — 1/4" 0 4 TAPCONS (2) — 1/4' 0 4 TAPCONS (2) — 1/4" 0 (2) — 1/Y 0 (2) — 3/g' 0 (2) — 1/Y 0 S. S. (2) — 3/g tl > 50.0 TO 75.0 > 9' TO 11' 4 TAPCONS (2) — 1/4" 0 4 TAPCONS (2) — 1/4" 0 (2) — 1/Y 0 (2) — 3/8" 0 (2) — 1/Y 0 S. S. (2) — 3/6' 0 (2) — 1/Y 0 S. S. (2) — 3/9' tl > 11' TO 13' 4 TAPCONS (2) — 1/4" 0 (2) — 1/Y 0 (2) — 1/4" 0 (2) — 1/2' 0 S. S. (2) — 3/8" 0 (2) — 1/Y 0 S. S. (2) — 3/g' 0 (2) — 1/2" 0 S. S. (2) — 3/o' 0 > 13' TO 18' 4 TAPCONS (2) — 1/4! 0 N/A N/A N/A N/A N/A N/A N/A N/A '< 5' 4 TAPCONS (2) — 1/,C 0 4 TAPCONS (2) — 1/4' 0 4 TAPCONS (2) — 1/4" 0 (2) — 1/Y 0 (2) — 1/4' 0 (2) — 1/Y 0 (2) — 3/8" 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) — 1/2" 0 S. S. (2) —.3/8" 0 " 2) — 1/Y 0 2 — 3 8" 0 (2) — 112-P 0 S. S. (2) — 3/8" 0 (2) — 1/Y 0 S. S. (2) — 3/g' 0 4 0 > T TO 9 4 TAPCONS (2) 1/4" 0 (2) — 1/Y 0 (2) 1/ O / 75.0 TO 100.0 > 9' TO 11' 4 TAPCONS (2) — 1/4 0 (2) — 1/27 0 (2) — 3/g' 0 (2) — 1/T 0 S. S. (2) — 3/9" 0 (2) — 1/Y 0 S. S. (2) — 3/9' 0 (2) — 1/2" 0 S. S. (2) — 1/2" 0 i > 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) — i/4" 0 (2) — 1/2* 0 (2) — 3/8" 0 (2) — 1/2' 0 (2) — 3/9' tl (2) — 1/2" 0 S. S. (2) — 3/8" 0 > 5' TO 7 4 TAPCONS (2) — 1/4 0 (2) — 1/2" 0 (2) — 1/4" 0 (2) — 1/Y 0 S. S. (2) — 3/8" 0 (2) — 1/Y 0 S. S. (2) — 3/8' 0 (2) — 1/2* 0 S. S. (2) — 1/Y 0 4" 0 2 — 1 Y 0 2 — 3 8" 0 (2) — 1/Y 0 S. S. (2) — 3/8" 0 (2) — 1/Y 0 S. S. (2) — 1/2' 0 4) — 1/Y 0 S. S. • (2) — 1/Y 0 >100.0 TO 150.0 > 7' TO 9' 4 TAPCONS (2) 1/ O / O / T 11' (2) — 1/2." 0 2 — 1 4" 0 (2) — 1/Y 0 S. S. (2) — 3/t3 0 (2) — 1/Y 0 S. S. (2) — 1/2" 0 N/A N/A N/A N/A > 9 O O / I / A N/A /// N/A N N A / /A N A N A > 11' TO 13' (2) — 1/Y 0 (2) — 3/8" 0 N/A N > 13' TO 18' N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 2 — 1 4 tl 2 — 1/Y 0 2 — 3 8" 0 (2) — 1/2' 0 S. S. (2) — 3/tr' 0 (2) — 1/2- 0 S. S. (2) — 3/8" 0 � 5' 4 TAPCONS (2) — 1/4" 0 4 TAPCONS O / O O / > 5' TO 7' 4 TAPCONS (2) — 1/4 0 (2) — 1/Y 0 (2) — 3/8" 0 (2) — 1/Y 0 S. S. (2) — 3/8" 0 (2) — 1/Y 0 S. S. (2) — 3/8" tl 4) — 1/2" 0 S. S. • (2) — 1/2" 0 >150.0 TO 170.0 > 7' TO 9' 4 TAPCONS (2) — 1/4 0 (2) — 1/2" 0 (2) — 3/g' 0 (2) — 1/Y 0 S. S. (2) — 1/2" 0 (2) — 1/2' 0 S. S. (2) — 1/2' 0 N/A N/A > 9' TO 11' (2) — 1/Y 0 (2) — 3/8" 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 N N A N A N A N A N/A N/A N/A N/A N/A A / / ' TO 115, / / / NOTES . S. 8. C. (1) USE 5 7/16" LONG BRACKET(I)FOR FOR TYPE 1 MULLION© ROLL-UP SHUTTER SCALE (2) USE 3 3/8" LONG BRACKET( FOR TYPE 2 MULLION 8/25/95 (3) 1/2" 0 = 1/2" 0 x 3" GALV. STEEL RED HEAD WEDGE ANCHOR OR RAWL BOLT. ROLL-A-WAY DATE f c� STORM AND SECURITY SHUTTERS (4) 1/2" 0 S. S. = 1/2" 0 x 3" S. S. RED HEAD WEDGE ANCHOR ��( �C �� '� �� O �N PAI+tr sc. P10597 OAK. FLORIDAREET33716 95 — 246 " ANCHORS w. lil+.Yn WMW c�MM.R. s3tac (5) ALTERNATIVELY TO TAPCON ANCHORS, USE 1/4" 0 x 2 RAWL PERMASEAL TAPPER A sus�,���_� F� :I ���_�s- ow►�,nNo N, OR ITW/RAMSET DYNABOLT SLEEVE ANCHORS W/ 1 1/2" Min. PENETRATION. tv.V. roes eart tv.a. Kse�+wi an WALTER A TILLIT Jr., P. E. 3 SHEET MAN 19 i FLORIDA Uc. / 44167 = •