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HomeMy WebLinkAboutEngineering SCHEDULE #1 SCHEDULE #2 $CHEDULE #3 MAXIMUM SHUTTER SPAN* "L+" OR "L-" MAXIMUM SHUTTER SPAN* "L+" IMUM SHUTTER SPAN*"L+" (ft.). FOR INSTALLATIONS W/ OR "L-" (ft.) FOR R "L-" (ft.) INSTALLATIONS IN`Ta Ia7TON LEGEND NOTES;- _ CENTERMATES.® &® or Qp or INSTALLATIONS W/ yr CONCRETE & (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V. LOCK ® or ®or or & MANSORY WOOD pOSITNE A.S.D. DESIGN PRESSURE RATING. Bc W/ ONE HV LOCKS HD LOCK ® W/-NO LOCKING RODS or ONE HV LOCK or®or® L-: MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTERMATES & W/ ONE HV "T" W/ NO LOCKING RODS OR W/ NO LOCKING WALL A 8, C, D, E, M. N. 0, P. 0, A.S.D. DESIGN PRESSURE RATING. ® ® ® ODS MOUNTING F, K & L R. S, &V. LOCK® W/TWO LOCKING RODS® TOP & (SEE NOTES t,11) (VAUD FOR MOUNTING 11 (2)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR BOTTOM SEE NOTES t,tl' //�� SHEET 7) FLOOR/CEILING G, I, 11, J T. U, W & X WALL MOUNTINGS(TOP/BOTTOM) OR FLOOR/CEILING: CONCRETE&WOOD INSTALLATIONS 0 CONCRETE&WOOD CONCRETE MOUNTING & M As DESa As�M.G. 1 TIONS A URGN INSTALLATIONS GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, PRESSURE WALL MOUNTING FLOOR/CEILING v�RE WALL MOUNTING PRESSURE DETERMINE MAXIMUM SPAN •L+' FROM SCHEDULE. RA rc .3,RG & RATING FLOOR/CEILING MOUNTING GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING, (PSR) MOUNTING (A.°.1.) �OGR/CE1u& MOUNTING (P.M.) OR DETERMINE MAXIMUM SPAN 'L-" FROM SCHEDULE. (t GR_) I.M-) I.OR-) F1O011 ALL MOUNTING n�A L i (� L-(It) L+ (I� L-(ft] L+ (ft) L-(iQ L i (ftJ L-(0J L.1 MAXIMUM SHUTTER SPAN "L+"OR 'L-"FOR 30 OR LES 16'-0" 16'-0" 16'-0' 16'-0" 30 16'-0• 16'-0' 30 16'-O' 16'-0" INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 105 psf.A.S.D. DESIGN PRESSURE RATING. MALAS*DETERMINED SPAN BETWEEN 'L+"AND 'L-". 35 14'-10" 14'-10' 15'-2° 16'-0' 35 14'-10" 14'-10' 1 35 15'-2" 16'-10' 40 13'-10" 13'-10" 14'-2" 15'-2• 40 13'-10" 13'-10" 40 14'-2" 15"-2" (3)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1" 13'-1" 13'-4• 14'-3" 45 13'-1• 13'-1" 45 13'-4" 14'-3" t HV CORNER CENTERMATE#3 MAY BE USED AT]#2 COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5' 12'-5" 12'-8" 13'-7" 50 12'-5• 12'-5" 50 12'-3" 13'-1' MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/FLOOR/CEILING MOUNTINGS: 55 11'-10• 11'-10" 55 11'-1" 11'-11" SHALL BE AS INDICATED ON MANDATORY CONDITION FOR A GIVEN POSIVE AS.D.DESIGN PRESSURE 60 11=4• 11=4" 11'-7" 12'-4" 60 11'-4" 11'-4" 60 10-2" 10'-11" NOTE 85,SHEET 5. RATING: 65 , -10" 10'-10" 65 9'-5" 10'-1" DETERMINE: 0' L1+=MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 70 10'-B" 10,-6, 10'-9• it'-5" 70 10'-6" 10"-6" 70 8'-9• 9-4' L2+=MAX. SPAN FOR FLOOR/CE]UNG MOUNTING 75 ,0'-1" 10'-1' 10'-4' 11'-1' 75 10'-1" 10'-i' 75 - 8,-9" tf EXCEPT THAT MAXIMUM SHUTTER SPAN"L+'OR INSTALLATIONS. 80 9'-10" W-10" 10'-0' 10'-9° 80 W-10" 9'-10' "L-"AND MAXIMUM A.S.D.DESING PRESSURE RATING FOR FOR A GIVEN NEGATIVE&S.D. DESIGN PRESSURE 85 9'-6" 9'-6" 9'-9' 10'-5" 85 9­6° 9'-6• INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK RATING 90 9'-3" 9'-3° 9'-5" 10'-1" 90 9'-3' 9'-3" SHALL BE LIMITED AS FOLLOWS: DETERMINE.- 95 ETERMINE:95 9'-0' 8'-9" W-2' 9'-10" 95 9'-0• I- CONNECTIONS TO KEYSTONE MOUNTING L1--MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 8'-4" 9'-0" 9'-7' 100 8'-9° 8'-4' LIMITED TO +64,-72 p.s.T. AND 8'-0" SPAN, SEE L2-= MAX.SPIN FOR FLOOR/CEIUNG MOUNTING 100 B'-9" MOUNTING MO ON SHEET 7. INSTALLATIONS. 105 8'-7' 7'-11' 8'-9' 9'-4' 105 8'-7" 7'-11' 110 W-4" 7'-7" 8'-7" W-2" 110 V-4" 7'-7" FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 8'-2" 7'-3" 8•-4• 1 8•-11' 115 6'-2' 7'-3" SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN 'Lt+','L2+", 'Lt-"AND'L2-" 120 8'-O" V-11' 8'-2• W-9" 120 8'-0• 6'-11' (4)GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7'-10" 6'-8' 8'-0' 8'-5' 125 7'-10" 6'-8' ALLOWABLE SPAN AND NEGATIVE A.S.D. OESICN 130 7'-8" V-5" 7'-10° W-1" 130 7'-8' 6'-5" WIND ZONE PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7'-7" 6'-2" 7'-9' 7'-9135 7'-7• W-2• MINIMUM SPACING. 140 7'-5" 5'-11" 7'-7 7'-6' 140 7'-5• W-,r ASTM E-1996 SEPARATION 145 7'-3" 5'-9" 7'-5" 7'-3" 145 7'-3" 5'-9' TO GLASS 150 7'-2" 5-.7' 7'-4• 7'-0' 150 7'-2" 5'-7" 155 7'-0' s'-s" 7'-2" 6'-9• 155 7'-0' 5'-5' 1 THRU 3 1" 160 6'-11" 5'-2" 7'-1' V-7" 160 W-11' 5--2- 165 V-10" 5'-1' 7'-0' 6'-4" 165 V-10" 5'-1" 170 8'-9" 4'-11' 6'-11" 6'-2" 170 V-9" V-11' 175 6'-7' 4'-9" 6'-9' 8'-0" 175 6'-7• V-9" 180 6'-6• 4'-8" 6'-8" 5'_10- 180 6'-6" 4.-8" 1O H V B LA D E 185 6'-5' 4'-6' 6'-7• 5'-8" 185 6'-5" 4'-6" 190 6'-4" 4'-5' 6'-6" 5-6" 190 6'-4' 4'-5- 195 1 W-3' 4'-3' 6'-5.° 5'-5" 195 6'-3' 4'-3" 200 6'-2' 1 V-2" 6'-4• 5'-3• 200 6'-2• 4'-2' 205 6'-1 6'-3' S'-1 205 6'-1" 4'-1" FLORIDA BUILDING CODE(Non High Velocity Hurricane Zane ©2015 EASTERN METAL SUPPLY, INC. A.r► % BERTHA HVTM _ IL EC® IItlG. A.�.S.A■ Accordion Shutter System FIV.MADE#1 W/OR W/O H.V.1MNM MADE American TESTING & ENGINEERING COMPANY merican Shutter Systems IEV.He DESCRIPTION DATE DRAWN BY:WKLY.LG. Association, Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 N.W.36th.SL.Ste.305.VIRGINIA GNMENS.RORDA 3316 Z L _ Ph ona (305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 DRAWING No e .fl;61awDaal.aam West Palm Beach, FL 33407 3 A., CORI . �� � EB-00067,9 4 15-085 \ �. WALTER A TICCIT Jr.P.E•........• �� FLORIDA UG p 44167 5 SHEET l ASG �AIE/DATE s 11 OF 20 HIM IMI •': •:: '•.1 u• �11� �1'r • .: a. :al .: �•1�l:al �Q�IDmm�m��Omm�mm RimmOm®mmm m�mmm��0 000mmm0O000mmm0OOOm ®m000[�Am®mom O0���0® ' m®Q700mm0�00061m0E>OO�D�mmommonmmmovoi�� o�OO���� '• a.• mmOOOmF�mmmm0Om0mmmOmmmmm®mommm©mmmmoOmO �� ' O ®mmOmOOO mmm�mOmO mmmOmmmm mmmmmOOO mmm000m0�DO�DOO m®moomoommm00000mo�00000 ®mm mm mmo 000nonoonno mmmammc�s�mmimm omom mmmmmm ommmommmommmoomm mom000mmm0000nomoom© Man .. mmmmmmmm mmmoAoovmm®mOmOOo mmm0 mmm nnmmmnom m®mmmOmm mmmmmmmm mmmOmmm"mmmm"m m®mm®®vO�OOOm®D© ®m00®D0 m®mOOum®mmm moo©mmmoo©oo mmm00000 000000©0 ' mmmoomo�ammmnm o mm , OOm[3mmmElmOCfOmmmOO®v000000®®DmoN '.21 ®mmmomm©nmmmonm®ommm0000mmmmm ®®omeonmmmmm®o mmmoomoommmammmommmmmnoommmv000000mm = vonoommmnm ' mmmom©oom®momm0ommmomm®mmmmnm000mmmo��000000®®o© mmmnmmoommmomnoommmoonv®mmmo©voommmommonoomonomn Mmmomoom©om®mommov mmc�oAooimmmm®o4ommom®von mmo��E��®m : oa�mmommmnommnoo�anmmmvovvommn000®v mmimomo oo�Po m v mmmmovonmmmmmovoomonm©®n ENmmom�oeam®monn0oo®m000vommmm0000mmmm000n00000©oe �mm.mam©vommmonmoommmommmommraovvoo��m�mm000noo®®moo Ism:Jm©oovmmmoomoommmonovommmovom monv0000om ,. � ' romm®vooammmomonommmommo�ammm©ononmmtmvv00000Po�a®v�o , II • .mmmomoodmmmnmoonmmmvononmmmvvooammm®mvvoonmmomnn � mmmm®n eeommmmm000®mv000vo®mmmoonnmmm©o©nn . mmmm000 �oi�o�000mmmonvo mmm0000mmmmmoonmmmmmmo© mmon000nmmmv®000mmmo®0000®��oovom®®moovonmmo®ono mmmmoovom®mvvvoommmmmoonmm eavnommomvoonommm®onn mmm©mvoommmomoovmmmom�eavnmvovn000mm®voodoo = m® nn M mmm©®noommmom000mmmn0000mmov0000mmmmmnoome�• ��-• oo®mo om®oonoommmo©onommmomnoom�©00000m�o®00000mom®mon mom©oonmmmEs©nonmmmomovomm0000enmmmve�oonoomo©onn mmv000vommmooavomm��oo��000mmoopoovnmo©0000nommo®nnn m0000o00m®mOOOoom®moOOoO�o®OOooOmmooMon onO�®®Ooo mmmovnoommmv000nmmm00000moovovoomomovov000mm©nnn ' om��00000�00000�®�mm00000�mooe000��00000000®m0000 mm©ovovommmvoa mmnovonmmonovnommmvononnmm©000n Pm" ' m00000000m00000o0m000000�mm=mmmmm"= Emn"m oo - RVARIA1,4111lovy 1 ®mmvoonoomm000000mmvovvoommvvo===mom v=mmm mmnmml m®ov����m®�00000m000000�v0000000®00000on000moo0 � on �® r�aoovommo�o®®®o�00000vom®nd000nm®©o©nnn m doodad m000v0omm o oovHOOS mnovvonmmmmm=m � m000e000m0000000m0000000®m000��oa®00000mmmmmmmmm n000amnm0000000mo�ao�a000mov "m E3' mvvor000vsa0000v mm©n m0000000mov00000moov000nmvvoommmmvovoovoo�A00000 CAM0v00oo00000000 000000®Ovoo000O mmi0000000 000mo©oo ' ®m®000000n mo00000o moo nod 0op onoo vnnoovon o�o®nnnn LLlOOv0000m000000om000nnvo�io®oOOOnm000pppnpp�nnmm (•�. ; �) . , t 1 0-� • , MAXIMUM ANCHOR* SPACING (in.) SCHEDULE FOR A GNEN MAX. SHUTTER SPAN, SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A.S.D. DESIGN NEGATIVE PREME RUNG AND A CORRESPONDING MOUNTING TYPE FOR CONCRErE OR CONCRErE BLOCK WRAUAMNS (SFE MOUNTINGS E.C,&H ON SHEETS 8&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POUTIMCONCRETIE/bONCRIDE HOCK POURED CONCRETE (A) TO EXISTING POURED CONCRETE(Min.Pc m 3 kai) 1000 m OE WALL SILL MOUNTING ©CEIUNG MOUNTING HO FLOOR MOUNTING - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS.AS MANUFACTURED BY I.T.W.BUILDDL(Min.('c=3 ksl) SPAN ANCHORS SPACING LEGEND - 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY COMPANY.(Min.f'c=3 ksi) (R) ksox.nemm NBAINE RATING SA DESIGN NEGONE P039JW RATOG(psi) SD.050/NETAATW PMMM RATtlC _ - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FAS04ERS DIRECT,INC_(Min.Yc-2 k87.) 3D 140 60 175 192.120 160 205 30 40160 75 90 112011601205 30 40 80 75 90 120 160 205 TAPCON OR - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW BOLT&SPECIALTY 14 12 to 9 e s s 5.5 t4 12 l0 9 9 e 8 6 74 12 to s 8 8 s g TAPCON WITH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC. 3'-0' 14 12 f0 9 e e 8 6 14 12 10 9 8 8 8 6 14 12 70 9 e e 6 6 THREADFORM TECHNOLOGY (Min,V.-3 ksi) OR 14 12 10 9 8 8 6 6 14 12 10 9 8 8 e 6 14 12 10 9 B 8 8 5 �-POINTS SOLID-SET 14 12 10 9 8 8 6 7 14 12 10 9 8 B 6 6 14 12 10 9 8 B 6 6 BLUE TA'W/CAP NOTES: 14 12 10 9 8 7 5S 3.5 14 12 10, B e e B 6 74 12 10 9 B B 6 5 TAPPER+ At) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 14 12 to 9 B 8 b 6 14 12 10 9 8 8 6 6 14 12 t6 9 8 e b 55 ANCHORS IS 1 3/4,AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. 4'-0' 14 t2 10 9 8 8 6 4 14 12 to 9 B 8 s 45 14 12 t0 9 8 6 4 3.5 0.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS SFW1 BE'7/e'INTO THE POURED CONCRETE.NO EMBEDMENT 14 12 10 9 6 8 6 45 to t2 t0 e e e 6 55 14 12 10 9 8 e 6 45 INTO STUCCO SHALL BE PERMRTED.1/4'0-20 S.S.MACHINE SCREW USED SHAM BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST,AND 14 12 10 9 75 S5 35 - 14 12 f0 9 5 U 6 5 14 12 10 9 B. 7 S.5 4 •SEE LINZATKIN6 OF USE FDR 1'MINIMUM FOR WALLS WITH NO STUCCO. 14 12 10 9 8 8 6 6 14 72 10 9 8 B 6 55 14 12 10 9 8 8 6 4.5 ®ADE ON SHEEP 19 5'-0' 14 72 10 9 8 7 4 - 14 12 10 9 8 65 5 35 14 12 10 8 65 5 35 3 A3)IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. 14 12 to 9 8 75 4.5 - to 12 10 9 8 B 6 45 14 12 10 9 8 6 4.5&75 ANCHORS SHALT.BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON t4 72 9.5 7.5 65 4S - - 14 72 70 s 8 7.5 SS 4 14 72 70 9 8 b 45 35 NOTES 0.1)&A2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR BFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 14 12 10 9 8 8 8 - 14 12 10 9 8 B 6 5 14 12 10 9 8 65 '5 35 INSTALLATION INTO BPS WITH METAL STUDS SEE SHEET 20. 6'-0' 14 tz 10 9 75 55 3 - 14 12 10 aS 7 55 4 3 14 12 a 6.5 55 4 3 - 14 12 10 s e a - - 14 112 1 10 98 L5 5 .75 74 12 to 85 e 5 4 - (B) TO EXISTING CONCRETE BLOCK:(ASTM C-90) ' 14 12 B 6S SS 3 - - 14 12 10 9 8 eS 4S 3S 14 12 10 8 7 5 3.5 3 - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS.AS MANUFACTURED BY I.T.W.BURDEX. 14 12 10 9 8 8 - - 14 12 10 9 8 7 5 4 14 12 10 9 7S SS 4 3 - 1/4'0 x•3/4'ALL POINTS SOUO-SET ANCHORS.AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. 7'-0` - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. 14 12 10 8 6S 4 - - 14 12 8 7S 6 4.513.5 - 14 10.5 7 5.514.5 35 - - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED B1'ALL POINTS SCREW,BOLT&SPECIALTY 14 12 10 B.5 7 4 - - 14 12 10 B 7S 5S 4 - 14 12 9 7 7S 45 - - - 14 11 715.514.5 - - t4 12 t0 9 ZS SS 4 - 74 12 9 7 6 4S 3 _ COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 14 12 10 9 8 65 - - 14 12 10 9 8 6 4 1 114 12 10 B 16.5 5 3.5 - NOTES: L4_12 85 7 5.5 J - - 14 tz a 6.3 55 4 3 - 25 95 6 5 4 3 - - B.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON f4 72 95 75 8 - - 14 72 9.5 8 6S 5 - - 1a 12 e s 85 4 - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. 13 95 6-51 5 1&5 - - 14 12 10 B 65 5 - 14 12 8 6.5 5 1 4 9.-0. 14 12 10 9 8 - - - 1412 f0 9 75 45 - - 14 12 85 7 55 4 - - B.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOUD-SET ANCHORS SHALL BE ENnRFLY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 115 75 6 4 - - - 1'4 11 7 15557 3.5 - - 11 8 55 4.5 35 - - - EMBEDMENT WTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 12 8 8.5 4.5 - - - 14 1112 8.5 7 5.5 4 - - 14 10.5 7 55 6 4.5 - - EXIST,AND 1'MINIMUM FOR WALLS WITH NO STUCCO. 112 a5 55 4 14 112 9 7 6 4.5 - - 14 11 7 5.5 45 3.5 - 10•-0' 14 12 10 9 7.5 - - - 14 12 10 8'65 5 - - 14 12 8 6 5 4 - - B.3)M CASE THAT PRECAST STONE,PRECAST CONCRETE PANTS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. t4 12M 7 S 35 - - 29.5 65 5 a 3 - 10 75 5 4 3 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 11 75 55 - - 14 175 9. 6 5 4 - 25 95 6 5 4 4 NOTES B.1)&9.2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR BFS WITH OR WITHOUT METAL STUDS CONSULS THIS ENGINEER. 0.5 8 5 - 14 12 8 65 55 4 -113 10 65 5 4 3 FOR INSTALLATION INTO BFS WITH METAL STUDS SEE SHEET 20. 11'-0' 12 10 - - - - - 19 6 4.5 - - 14 10S 7 55 45 3S 122.5 95 5 122 9 6 4S 4 3 9 7 4535 3 _ (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF TIE ANCHOR'S MANUFACTURER - 9 14 10 7 - - - - - 14 105 7 5.5 45 - - - 1.5 B.5 55 4.5 P.751- I-I- 9.5 7 4.5 - - 1a 115 7.5 e 5 - - 12 s 6 4.5 4 - _ _ (D) SEE SCHEDULE BB_OW FOR EDGE DISTANCE(ED.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 12•_0. 14 12 t0 = - - - - 14 12 8 as 5.5_ - - A to SPS 5 4 - - - EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: 115 8.5 4.5 - 11 8 5.5 4 3.5 - B 8 4 3 MAXIMUM ANCHOR SPACINGS ARE VA, FOR EDGE DISTANCES INDICATED BELOW.FOR E INDICATED.LESS THAN THE INDICAT .REDUCE ANCHOR SPACING 135 9.5 6 - 2-1-5 85 5 4 - OS B 5 4 BY MULTIPLYING SPACING SHOWN ON SCHEDULE 81'THE FOLLOWING FACTORS. 9 65 - - 14 10.5 7 5.5 45 - 11 85 5.5 45 35 - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE 13'-0' 14 12 - LL 115 7.5 6 5 - - - 12 9 e 45 4 - - - FACTOR 05 8 - - - - - - 10 75 5 4 3 - - - 7.5 55 4 3 - - - - ACTS- TAPCON WITH ADVANCED TAPPER,+ u ab - - - - - - 12 9 6 45 4 - - - 95 7 5 4 - - - - EDGE TAPCON ALL POINT SCUD SET BLUE TAP W/CAP B s - - - - - - 13 s5 6.5 5 - - - - 05 75 5 4 - - - - HV BLADE O DICTANCE THREADFORM TECHNOLOGY MIN.SPACING 14.12 - - - - - - 14 105 7 55 - - - 11 8S 5.5±-_5 - - - - p E.D. MIN.SPACING 3' MW.SPACING m 3' MIN.SPACING=3 1/2' MIN.SPACING= 3' 3 3/4" 4' 14'-D 10 7S - - - - - - 9 7 4.5 SS - - - - 7 5 35 3 - - - - HV B D W POURED CONCRETE& pgL p O IE OSE HDa( POURED CONCRETE& POURED CONCRETE&pOUEO OON�CONCRETE BOOR 7.5 8 - - - - - - 11 8 as -9 - - - - 9 B5 45 - - - - - CONCRETE BLOCK Wy FA-3 1/Y MN.ED. 1/Y CONCRETE BLOCK CONCRETE BLOCK LAN E0.=3 1/2'MN EA.2 1/f 7.5 - - - - - - - 12 9 6 - - - - - 9.57 45 - - - - - HV WINDOW MIN ED-V MN fLIL-J 1 MN M-37 ,4 - - - - - - - 3.6 ,o s.s - - - - - D5 e s - - - - - BLADE WORKING 3• 1.0 0.90 1.0 0.78 1.0 0.84 1.0 15'-0' _ _ _ _ _ Ll 1/2' - 0.81 1.0 - - 0.87 1.0 9 - - - - - - - B5 65 4 - - - - - 6.5 5 3 _ _ _ _ _ IN UNISON10 - - 0.5 B 5 - 856 4 2' - 0.71 - - - 0.51 - 7 - - - - - - - 15 85 5.5 - - - - - 9 6.5 45 - - - - - 3/4' - 0.91 - - - 0.4316'-0' 14 _ _ _ 25 95 6 _ _ _ _ _ 10 75 5 - - - - - 1 2' 0.35 _ 0.35 8 8 6 4 Li 45 3 9.5 7 5 - - - - - 8 6 4 - - - - - FLORIDA BUILDING CODE(Ron High Velocity Hurricane Zone' TIL(/T'�.,, ©2015 EASTERN METAL SUPPLY. INC. ' BERTHA HVTM Me9 =-- A S S A Accordion Shutter System /T1 LECO N C. ■ ■ ■ H.V.RADE#1 W/OR W/O TLV.WINDOW®ADE American Shutter Systems DESCRUMON DATE DRAWN BY: M.L. STATE T5 N. TESTING do ENGINEERING COMPANY OF :�� Association, Inc. t OLD 11-192 4/13/15 DATE 4/13/15 6155 N.W.J6N.SL.Eta 309,MRGINW GAR0Q16,FlDf00A 3316 Phone:(305)871-1530.Fox:(305)871-1531 4268 Westroods Drive 2 DRAWING No a-mail:BltccoOcol.com West Palm Beach, FL 33407 s 11,;SSIONW� \`` WALTEa-=wT1J,P.E 4 15-()85 P.E//'SJE'ALIJSII�WATURE�DATE FLDTDDA Uc.j 44167 s SHEET F. 13 OF 20 MAXIMUM ANCHOR* SPACING (jn.) SCHEDULE FOR A GNEN MI SHLTTTCR SPAN. e S D DESIGN NEGATIVE PRESSURE NQ AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE BLOCK INSTALLATIONS ATiON (SEE MOUNTINGS 1,J.K&L ON SHEET 7) POURED CONCRETE POUREO.CO CONCRETE.BLOCK WgyUy I WALK OYER& 1 TRENCH J RAINGUARD MOUNTING (g)WALL/FLOOR MOUNTING L W - ANCHORS SPACING LEGEND Q Q Al1/WALK OVER MOUNTING (ftµ .17M 110AM PMSM mm W A=DOM NLTAT9E P8F55N8 WING D-M-m wwK PRLSWE RUM W AM Rpm RECAM PMSME PAM TAPCON WITH ADVANCED 30 60 75 s0 120 160 205 30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 205 Jo ao so 7s so 1zo Iso zos THREADFORM TECHNOLOGY 14 12 10 9 88 6 6 12 12 12 12 12 iS&5 65 7 7 7 7 7 7 7 5s s s s s s s 5 5 ALL POINTS SOLID-SET 14 12 10 9 8 -B 6 6 12 12 12 12 12 12 95 7 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 R LESS 14 12 10 9 8 8 6 B 12 12 12 12 05 8 B 4S 7 7 '7 7 7 7 7 6.5 5 5 5 5 5 5 5 5 BLUE TAP 14 12 10 9 8 8 6 8 12 12 12 12 12 10 7.5 8 7 7 7 7 7 7 7 7 5 5 9 5 5 5 5 s TAPPER+ 14 12 10 0 8 B 6 8 12 12 12 12 11.5 BS BS 6 7 7 7 7 7 7 5.5 4 5 5 5 5 5 14.5 &5 4•-0" 74727096 6 12 12 1212 12 B.5 7 5.5 7 7 7 7 7 7 7 7 6 5 fi 5 5 514 12 70 9 8 8 8 6 12 72 12 9S 8 8 4S J.5 7 7 7 7 7 7 8.5 5 5 5 5 5 5 514 12 10 9 B B 8 8 12 12 12 12 10 7.5 SS 4 7 7 7 7 7 7 7 5.5 5 5 5 5 5 9 14 12 10 9 8 8 6 6 12 12 12 11 9 7 5 4 7 7 7 7 7 55 4 3 5 5 5 5 5 5•-0- /412 10 B 8 8 6 6 12 12 12 12 10 75 55 4 7 7 7 7 7 7 7 7 5 5 5 5 5 5 14 12 10 9 8 8 8 6 12 12 9S 7S 8 4S 3.5 - 7 7 7 7 7 7 5 3.5 5 5 5 5 5 4 14 12109a8 66 12 12 12 9.5 8 6 4.5 - 7 7 7 7 7 7 5.5 4 5 5 5 5 5 4 SEE ANCHOR 14 12 10 9 8 8 6 6 12 12 iS 9 7S 5.5 4 3 7 7 7 7 7 4.5 3S - 5 5 S 5 5 - SPECIFICATIONS 6•_0, 14 12 10 9 8 e 6 8 12 12 12 10 8 6 4.5 335 7 7 7 7 7 7 7 7 5 5 5 5 5 s ON SHEET 13 14 12 10 9 8 8 6 8 12 12 B 6 5 4 3 7 7 7 7 7 5S 4 5 5 5 5 5 3 14 12 10 9 B 8 B 6 12 12 10 8 15 5 .75 - J 7 7 7 7 6 4.5 - 5 5 5 5 'S 5 45 - 14 12 70 9 8 8 8 6 12 12 10 8 8.5 5 3.5 - 7 7 7 6S 5S 4 5 5 5 5 6 4 3 7•-0' 14 12 10 9 8 8 6 6 12 12 12 &5 7 5 4 3 7 7 7 7 7 7 7 6 5 5 5 5 5 5 5 5 14 12 10 9 8 B 6 6 12 10 65 5 4.5 3' 7 7 7 7 65 5, 3 s 5 5 5 5 5 3S. 3 14 lz e a 6 6 12 12 Bs 7 55 a - - 7 7 7 7 7 5 - - s 5 5 5 5 3 4 - 0 VAUD ONLY FOR UP TO +70, -75 14 1 10 8 8 6 - 12 12 &5 7 55 4 3 - 7 7 7 55 45 3 - - 5 5 5 5 4s 3s - PSF AS.O DESIGN PRESSURE B,_ . 14 12 9 8 8 6 12 12 05 7.5 6 4S 3S - 7 7 7 7 7 7 7 4 5 5 5' S 5 5 5 5 RATING & FOR SPANS PER 14 12 10 9 8 8 6 - 12 9 6 45 4 3 - - 7 7 7 7 6S 4 - - 5 5 5 5 5 4 3 - SCHEDULE #3, SHEET 11 14 12 10 8 11 B 6 12 11 75 6 5 .75 - 7 7 7 7S 6 4S - 5 5 5 5 5 4.5 - 14 12 10 9 8 8 - 12 1S 7.5 8 5 3S - 7 7 6.5 5 4 5 5 5 5 4 3 9._O. 14 12 10 9 8 8 - - 12 12 9.5 6.5 55 4 3 - 7 7 7 7 7 7 6 3 5 5 5 5 5 5 5 5 14 12 10 9 B 8 - 0.5 B 5 4 3.5 - 7 7 7 8 5 35 - $ 5 9 5 5 4 S 14 12 10 9 8 8 - 12 10 6.5 5 45 - 7 7 7 65 5S - 5 5 5 5 5 4 14 12 10 9 6 11 - 12 05 7 5S 45 3.5 - 7 7 55 45 3S - 5 5 5 45 3S - 10•-O.14 12 10 B 8 8 - - 12 11 8.5 6 5 3.5 - - 7 7 7 7 7 7 4ZI- 5 5 5 5 5 5 5 45 14 12 10 9 8 8 - 9S 7 4S 3.5 3 7 7 7 5.5 4S - 5 5 5 5 45 3S - 14 12 10 9 8 B 12 9 6 5 4 7 7 7 6 5 5 5 5 4.5 5 14 12 10 9 B 8 12 9S 8 5 4 3 7 7 5 4 3 5 5 5 4 35 11•-0"14 12 10 9 8 8 - - 12 10 7 5.5 4S 35 - - 7 7 7 7 7 7 3S - 5 5 5 5 5 5 5 4 ' 1` ' 14 12 10 9 8 8 - - aS65 4 3.5 3 - - - 7 7 6 5 4 - - - 5 5 5 5 4 3 - HV BLADE ONLY 14 12 10 9 B 8 - - 11 B15.514 - - - - 7 7 7 5S 4S - - - 5 5 5 5 45 - - - \ 1 1 f142 10 9 B 1S&5 5.5 4.5 3.5 - 7 7 4.5 35 - 5 5 4S JS 3 12,_0. 10 9 B - - - 12 95 65 5 4 3 - - 7 7 7 7 7 B 3 - 5 5 S 5 5 5 4S 3S 10 9 8 8 8 4 3 7 7 5.5 4S 3S - 5 5 5 .5 4 3 10 9 8 - 10 7.5 5 4 7 7 8 5 5 5 3 5 4 10 0 B OS 8 5 4 35 - 7 8.5 45 35 - 5 5 4S 3.5 3 13•-0" 10 9 8 - - - 1S BS 6 4.5 3S 3 - - 7 7 7 7 7 4S - - 5 5 5 5 3 5 4.5 3S 10 9 a 7 5S 35 3 7 7 5 4 3 5 5 5 4 3 10 B 9 - - - 9 7 45 .73 - - - - 7 7 55 45 - - - - 5 5 5 44 4 _ - _ 10 B 10 75 5 4 3 7 6 4 3 5 5 4 3 14,-0. 10 9 - - - - OS 8 55 4 3S - - - 7 7 7 7 7 4 - - 5 5 5 555 I 10 9 - &3 5 3 7 7 5 3S - 5 5 5 4 14 72 10 B - - - - 8.5.6.5 4 - _ - - - 7 7 5 4 - - - 5 5 5 4 - - -- _ _ _ _ - -B3S35.5 3.5 - 5 5 3.5 310 - - - - - 10 7.5 5 4 3 - - - 7 7 7 7 7 J.5 - - 5 5 5 5 5 5 470 - 6 45 3 7 7 4S 3 5 5 45 SS - 10 - _ - - - 9 6 4 - - - - 7 7 5 - - 5 5 3 4 - -10 - - 85 65 4 3S - 7 5S 35 - 5 5 35 - - - - 95745 .5 3 - - - 7 7 7 7 6 3 - - 5 555453S8 45 3 7 85 4 5 5 4 3S - 10 - - - - - 7S 5.5 .75 - - - - - 7 7 4.5 - - - - - 5 5 45 - - - - FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone 0�-\rR A. T� ''% ©2015 EASTERN METAL SUPPLY, INC. ?• BERTHA HVTM L E C O A.S ■A. Accordion Shutter System *:�� �7 American Shutter S stems HY BADE#� w/OR w/o Itv W1ND(7w®4DE '7F . TILLIT TESTING & ENGINEERING COMPANY y Ev.N olsalPnoN DATE DRAWN tar: M.L. �'•, STATE OF 6355 N.W.36th.St,Ste,305,VIRGM G4R0EN5.FIJ I=331GE Association, Inc. 1 OLD 11-192 4/13/15 MTF- 4/13/15 Phone (305)871-1530.Fox:(30.5)871-1531 4268 Westroods Drive 2 DRAWING No y F FiIDP o-nen:6teco69ol.wm West Palm Beach, FL 33407 3 G pG i s/�IV4l WALTER A.MLLT1Jr.P.E. 4 J-DOJ P.E. SEAL/?AGN14'tl'11��%DATE FLORIDA u`.>I 44167 6 SHEET OF 20