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HomeMy WebLinkAboutBuilding Permit Application ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: 4/22/16 Permit Number: I(OW0651z.� Building Permit Application APR ? r 2016 Planning and Development Services PERNIFTING Building and Code Regulation Division St. Lucie County, FL 2300 Virginia Avenue,Fort Pierce FL 34982 Phone: (772)462-1553 Fax: (772)462-1578 Commercial x Residential PERMIT APPLICATION FOR: Shutter PfROPOSED IMPROVEMENT LOGATIC►N: _ Address: 3920 N A1A 1203 Legal Description: OCEAN PEARL CONDOMINIUM (OR 1842-1609) UNIT 1203 Property Tax ID#: 1423-505-0043-000-5 Lot No. Site Plan Name: James A Borders Block No. Project Name: Setbacks Front Back: Right Side: Left Side: DETAILED DESCRIRTIONOF WORK Install 4 Accordion Shutters f J #� •G`YNE !� All Ct3NSTRUCTIINFORMATION a # � s , r r xt Additional work to be ertormed under tispermit—check all appy: ❑HVAC Gas Tank Gas Piping Shutters ❑0 Windows Doors ❑Electric ❑ Plumbing ❑Sprinklers Generator ❑ Roof Total Sq. Ft of Construction: SFt.of First Floor: Cost of Construction:$ 1695.00 Utilities:nSewer❑Septic Building Height: 140' EE NTRA0NR/ S �W g Name James A Borders Name: Michael Heissenberg Address:3920 N A1A 1203 Company: Expert Shutters City: Ft Pierce State:FL Address: 1626 SW Biltmore St Zip Code: 34949 Fax: City: Port St Lucie State:FL Phone No.352-350-3079 Zip Code: 34984 Fax: 772-871-0990 E-Mail: Phone No. 772-281-1915 Fill in fee simple Title Holder on next page(if different E-Mail: callexpert@aol.com from the Owner listed above) State or County License: 16572 If value of construction is$2500 or more,a RECORDED Notice of Commencement is required. �SU TLEMENTAL CONSTRUCTION LIEN,LAW INFQR'MATION 4 _ a DESIGNER/ENGINEER: X Not Applicable MORTGAGE COMPANY: X Not Applicable Name: walterTillitJr. Name: Address:6355 NW 36th St Address: City: Virginia Gardens State: FL City: State: Zip: 33168 Phone: 305-871-1530 Zip: Phone: FEE SIMPLE TITLE HOLDER: X Not Applicable BONDING COMPANY: X Not Applicable Name: Name: Address: Address: City: City: Zip: Phone: Zip: Phone: I certify that no work or installation has commenced prior to the issuance of a permit. St.Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules,bylaws or and covenants that may restrict or prohibit such structure.Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will,in all respects, perform the work in accordance with the approved plans,the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures,swimming pools,fences,walls,signs,screen rooms and accessory uses to another non-residential use WARNING TO OWNER:Your failure to Record a Notice of Commencement may result in your paying twice for improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite before the first inspection. If you inte d to obtain financing, consult with lender or an attorney before commencing wo or co o Notice of Commencement. s _Signature of Owner/Lessee/A ent Signature of Contractor/Lice se Holder STATE OF FLORIDAS�-; �4,_STATE OF FLORIDACOUNTY OF Lam.C I`� COUNTY OF LU C 1 Q The rgoing instr e t was acknowledged before me The forgoing instrument was acknowledged before me , thi �r ay of t ) 20 I_by thQ) day of AQUI 20 by (Name of person acknowledging) (Name of person acknowledging) —W �� . ( V , V (Signature of Notary P lic-State of Flo id ) (Signature of Notary P lic-State of to I Personally Known OR Produced Identification Personally Known OR Produced Identification Type of Identification Produced Type of Identification Prod uced<,�z ?sn_ HEATHER VIZZO GARY PUBLIC Commission NIT (SeaD Commission NO- )l �)OFFLORIDA og�YAss HEATHER VIVO u^�,0�Comm#FF176266 o NOTARY PUBLICS 5t�� Expires STATE OFFLUKIDA Revised 07/15/,' y "$ �Comm#FF176266 srkrAq Expires 11!1312018 REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE COMPLETE INITIALS SEE END WALL COIN ECTIONAI 0 8 qq \� SEE TFS ON LOCKING RODS 3®,HJ LOCKS�or `r INSTALLATIONS W f oI HV * AND TERNATE W LOCK 0 ON SHEET S. O_U T 90' —IN-] I SnNG GLASS BLADE W HV CENTERMATES B SLACK DETAIL HVF IS VALID TOO C MATES APPLICATION WfTH DLADE 1 8 Q 10+®°n (2k go ORSEE END WALL CONNECTION 10+�m©+©aaQ+ aR IXISDNG GLASS DETAILS ON SHE 90 & 98 O+O+ ------------ ---------------------- --� 2'.2'x7/6'X0'-2" I ®+®'GR O+O°n)9+�$ 3 1/4' 7•• 6 1/2• 7•• (8063-T6 ALV ALUM. / ©+® OPPOSING ANGLE W/(2) 1/4•o TAPGON , 2� GR 5YMMETRYCAL ANCHORS TO CONCRETE I CENTERMATES (TOP/BOTTOM)& #IOX3/4'S.M.S.® 12' ,.yc CENTERMATES MIN. 43LASnON (4)g1OX1/2'S.M.S.TO TUBE I O.C.FULL LENGHT. W/ HV LOCK Or 12v51 TO GLA55 AT EACH ANGLE(TYP) W/ HV LOCK—o (SEE SCHEDULE 3 J7 ON SHEET 11) O5 ® °° 35* FIN 5� 1 --- 1 °ty O+ 5 O 90' + 1/ �� 1/20 + m O ®an _0 p+ � QOR®OR©+OOR®°R 1D+OOR O O OUT ® tw to+Is GRiQ+©GR©.©°R HVA HVB ® O OO O O O HVC GR w 6 + oR$ as 10+ 3°�+ POURED CONCRETE OR EXISTING GLASS CONCR(7E BLOCK WALL IEau ED EXISTING I (————————— _ OORSO 5r®oaQ`®"®+®°" SYMMETRICAL ---- �rO °R�6 -07 �a\( GLASS ININ.SEPARATION —8 +18 Gn 9+ °19.05 J�EX�S G 1 CENTERMATES 6 g DR 1 g GR 8 + 7 °aTo GLASS m W/ HV LOCK 1Lo1 OPTIONAL ©+O ©+© OO (SEE SCHEDULEMIN. 5 nON — ®�® --- * N SHEET 11) TO GLASS I N 3(SEE SCHEDULE OPRONAL Gn®ON SHEET T1) (INVERTOR) ___—_—_ _—_____ —_—_—_—__—OUT — 1 16O.C. 3 VARIES 3 OUT 1 G 1/2"MAX.SLACK oUT 3 (EXTERIOR) HVE HVF** WD_ FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone `\`111�11111A LT�II/I//7j'/ 02015 PISTERN METAL SUPPLY,INC_ BER` HA H'O,i7TM CEN _ Accordion Shutter System to ■ e ® KV BLADE#i W/OR W/0 KV VAN OW BLADE TIWT TESTING & ENGINEERING COMPANY American Shutter Systems EV.H oEsaRpnon DATE DRAWN DY: M.L. 1a'• STATE Of 6355 N.W,36th.St,Ste.305•MRGDllA CARDERS.FLORW 3316 Association, Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/15 %fib Ph°nG:(305)871-1530.F-:(305)871-1531 426EI Westroads Drive 2 °-n1°®coo6s®slcom West Palm Beach, FL 33407 a DRAWING No F' .........' 4 15-085 ii�h ss�o .� WALTER n ORIDA a#44167PZ. 5 SHEET P.E. iL�,�1��(AiP1}�E/DATE 6 8 OF 20 POURED CONCRETE OR POURED CONCRETE POURED CONCRETE -POURED CONCRETE OR CONCRETE OR CONCRETE OR CONCRETE CONCRETE BLOCK WALL CONCRETE BLOCK WALL REQUIRED BLOCK WALLREQUIRED BLOCK WALL REQUIRED REQU /--EXISTING GLAS�SC EXISTING GLASS CONCRETE ANCHQ.Q.OR EXISTING GLASS / —'(-— ) 2'MIN EXIST MIN GLASS ® 16' MIN.SEPARO MASS`MON JJJJ SEE r SCHEDULE ON SHEET NON.SEPARATION —-) _1" Z — -Sj 2"MIN. PA TMIN.SEPARATION MIN.SEPARATION To GLASS(SEE t EO Eq TO GLASS(SFE 11 FOR BLADE D I SCHEDULE ON SHEET 1/16"x3'MAX. ON SHEET 19 FORSCHEDULE ON SHEET I SCHEDULE ON(SFffEf 11 FOR BLADE 10AN0 (6063-TES)CONT. BLADES CL) ® 11 FOR BIAC€©AND ON SHEET 19 FOR 1/2• HSHEET s�FOR (LOCATE AT 1=1 S+1�.19 FOR ALUM.CLOSER j BLADES()&Q3Q -I---� B.AD'S &Q�1 F]iHFR SIDE BLADES�&® PLATE (LOCATE 1/2 OF SER AT EITHER SIDE MIN 1/2J.IN- OF®) I db USE 1'OR 2'MAX. /10x1/2'S.M.S. I <0- (AS APPUCABLE)x2'x1/8"xo'-2' _—_—_ 10x1/2" __—_—_ ® 16"O.C. ALUMINUM CLIP ANGLE ® 16'O.C. '----- 4 , (6063-T6 ALLOY)AT MIDHEIGHr 4 ` (1)$10x1/2"S.M.S.TO®& (2)1/4.0 TAPCONS ANCHORS TO WALL AT 1"O.C.(LOCATE AT S SEE DETA L X FO SIDE CONNECTION ORBTHER SIDE OF(D) i ORQR ®° SEE DEFAIL X FOR oR ®° TO TRACKSSIDE CONNECTION ©m® �3 m SEE DEWL X FO 4 6 7 8 f0 ®mQ�m 6 Om 8 10.®m To TRACKS 8 ®m©W fi±®m© �©®m SIDE TO NTC ON �-0.0 O O O ®m®`®°�®`® �`®"O'®°t®«®m®•® END CONNECTION DETAIL 0 ��77 CC77 END_CONNECTION DETAIL 2) END CONNECTION DETAIL 03 END CONNECTION DETAIL POURED CONCRETE OR F;REQUIRED ONLY FOR SPANS GREATER THAN 12'-0" —————Zi EXISTING GLASS REQUIRED CONCRETE EQU RE31E BLOCK WALL GLASS '4 4 ----- —1 d1 NON.SEPARATION 1/2"S.M. TO GLASS(SFE ® 16" •C• MIN.SEPARATION Y y 11------ SCHEDULE ON STET TO«ASS(SEE 6 OR®OROOR 11 FOR MADE OAND CONC ETE 1/2"MIN. SCHEDULE E ON SHEET ______------ ----'- ON SHEET 19 FOR ANCHOR® -_�_-------_ I1LA5O& 11 FOR BLADEDAND 4 _ QORQOR(qOR(D CONCRETE QA1 12 O.C. ON SHEET 19 FOR ANCHOR q S BLADES Q& ____ _ OR@ MIN. o.C. 4 --_—_ DEQ --_ 6 R . 2"MIN, 2"MIN. O SEE BLADE OA ONNSHEET S OF U19 FOR QOR i 3 OR(qOR(3OR g VIEW Y ?O�R� 1 OR ®° PLANPOURED CONCRETE OR 6, ©m®m©•Om® 10,®« DETAIL X CONCRETE BLOCK WALL ®m0 Om©m+D-®m ,o•®mp,p�,©,®m END INSTALLATION REQUIRED w®"®'�'©®°" ©•p7 •©m©'O'®m 1 SIV I3LADE .INTO ©-O`©m©•p•®m ®,®m®,®m®,gym © ®mp ®m® ®m CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL END CONNECTION DETAIL© ®w®O FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY,INC. BERTHA HVTM �%® Inc. ® ® ® a Accordion Shutter System American Shutter 5 stems KV.BLADE#1 W/OR W/0 H.V.YANDOW BLADE n TILLIT TESTING & ENGINEERING COMPANY y fl'-N DESCRIPTION DATE I DRAWN BY. M.L. STATE OF :'¢ 0355 N.W.361 s Association, Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 L . t,Ste.305,VIRGDM CMDENS.1-153 JSI Pheno:(305)871-1570.Fax:(305)871-1531 4268 Westraad3 Drive z DRAWING No rP. cift , a—mail:tilteco4Daol.eam West Palm Beach, FL 33407 3 15-085 s/ONAI-� �� WALTER A 711Lf1Jr.P.E4 . Viii1V'A�fURE/DATE FLORIDA Uc. 44167 5 SHEET s 10 OF 20 SCHEDULE #1 SCHEDULE #2 SCHEDULE #3 MAXIMUM SHUTTER SPAN" "L+" OR "L-" * IMUM SHUTTER SPAN L+" s MAXIMUM SHUTTER SPAN L+•' Gk"L+- (ft.). (ft.). FOR INSTALLATIONS W/ CA OR "L-" (ft.) FOR INSTALLATION I GEND NOTES: CENTERMATES.® &® or or INSTALLATIONS W R "L-" (ft.) INSTAL.lAT1DNS / W SYMMETRIC CONCRETE & WOOD (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE N.V. LOCK ® or ®or or & 8E W/ ONE HV LOCKS MANSORY POSITIVE A.S.D. DESIGN PRESSURE RATING. HD LOCK ®W/ NO LOCKING RODS or ONE HV LOCK or®Or® L-: MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTERMATES ®&®W/ ONE HV "r'• W/ NO LOCKING RODS ® OR W/ NO LOCKING WALL A. B, C, D. E. M. N, 0, P. Q. A.S.D.DESIGN PRESSURE RATING. LOCK® W/TWO LOCKING RODS®TOP & (SEE NOTES t,,ff) ODS MOUNTING F, K & L R. S, & V. (VALID FOR MOUNTING I7 (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR BOTTOM SEE NOTES t.1t SHEET 7) FLOOR/CEILING G, H. I, 11, J T, U. W & X WALL MOUNTINGS(TOP/BOTrOM) OR FLOOR/CEILING: CONCRETE&WOOD INSTALLATIONS V CONCRETE&WOOD MOUNTING ASLO MAXIMUM as. Do ESIGN I Sr LA ON5 AS. pc•�x INSTALLATIONS & M GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING. PRESSURE WALL MOUNTING FLOOR/COLING PRISSURE WALL MOUNTING PRESSURE DETERMINE MAXIMUM SPAN •L+" FROM SCHEDULE. RATING RATING & PA71NG FLOOR/CEILING NOUMINC (Rall MOUNTING FLOOR/CEILING MOUNTING rP�1J OR GIVEN NEGATIVE A.S.D.DESIGN PRESSURE RATING, Fl.00R' AIT.MOUNTING DETERMINE MAXIMUMMSPAN 'L-" FROM SCHEDULE. L+ (8) L-(III L+ (R) L-(R) L+ (0) L-(ft) L+ (ft) L-(R) O MAXIMUM SHUTTER SPAN "L+"OR "L-"FOR 30 OR LES 16'-0" 16'-0" 16'-0" 1670" 30 16'-O' 16'-0' 30 16•-0" 161-0" INSTALLATIONS INTO WOOD SHALL BE UMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 35 14'-10' 14'-10' 15'-2' 16'-0' 35 14'-I0• 14•-10" 35 15-2" 16'-70' MIN! 105 psf.A.S.O.DESIGN PRESSURE RATING. MUM DETERMINED SPAN BETWEEN "L+'AND 'L-". ' 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" •r HV CORNER CENTERMATE#3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5' 127-5• 12'-8" 13•-7• 50 12'-5" 12'-5' 50 12'-3' 13'-I" MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/FLOOR/CEILING MOUNTINGS: 55 11'-10" 11'-10" 12'-1" 12'-11" 55 11'-10" 11-10'• 55 it'-I" 11'-11" SHALL BE AS INDICATED ON MANDATORY CONDITION#2 FOR A GIVEN POSITIVE AS.D. DESIGN PRESSURE 60 1l'-4" 11'-4" 11•-7" 12'-4' 60 1 11'-4' 11'-4' 60 1o'-2" 10'-11" NOTE#5,SHEET 5. RATING: 65 10•-for 101-10" I1'-1" 11•-11" 65 1 10'-10" 10'-10" 65 9'-5" 10•-1" DETERMINE, 70 10'-6" 10'-6" 10'-9• 11•-5' 70 10•-6" 10'-6" 70 8•-9" 9-4' Lt+=MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. L2+-MAX.SPAN FOR FLOOR/CFJUNG MOUNTING 75 10'-1" 10'-1' 10•-4• 11•-1" 75 10•-1' 10'-i' 75 - 8'-9' f f EXCEPT THAT MAXIMUM SHUTTER SPAN "L+"OR INSTALLATIONS. 80 W-10' 9'-10" 10'-0" 10'-9" 80 9'-10 9'-10" "L AND MAXIMUM A.S.D.DESING PRESSURE RATING FOR FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 85 9'-6" 9'-6' 9•-9' 10'-6. 85 9'-6' 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 UMnED AS FOLLOWS: DETERMINE 1- CONNECTIONS TO KEYSTONE MOUNTING 95 9'-0" 8'-9" 9'-2" 9'-10' 95 9'-0" 6'-9" Li--MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. LIMITED TO +64,-72 p.s.f. AND 8'-0" SPAN, SEE L2-=MAX.SPAN FOR FLOOR/CDUNG MOUNTING 100 8•-4' 9'-0' 9'-7' 100 8'-9•' 8•-4• MOUNTING MO ON SHEET 7. INSTALLATIONS. 105 8'-7- 7'-11" 8'-9" 9'-4" 105 8'-7•' 7'-11' - 110 8'-4" 7'-7" 8'-7 9•-2' 110 8'-4" 7'-7" FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 8 • •— " 115 -2" 7-3" SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN "Lt+'. "l2+", "Li-"AND"L2-' 120 8'-0" 6•-11" 8'-2" 8•-9' 120 8'-0• 6'-11• - - - 125 7'-IO" W-8" AL TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND NEGATIVE A.S.O. DESIGN 130 7-8" 6'-5" 7'-10" 8'-1" 130 7•-8" 6'-5" PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR WIND ZONE MINIMUM SPACING. 135 r-7• s•—z" 7-91 7•-9• 135 r-7" 6'-2` SEPARATION 140 7'-5• 5•-11' 7-7" 7-6" 140 7'-5" 5'-111 ASTM E-1996 145 7'-3' 5'-9" 7'-5" 1'-3" 145 7'-3" 51-9" TO GLASS 150 7•-2" 5'-.7" 7'-4' 7'-0' 150 7'-2" 5•-7' 155 7'-0' 5'-5" 7'-2" W-9" 155 7•-0" 5'-5' 1 THRU 3 1" 160 6'-11" 5'-2" 7'-1' 6'-7" 160 6•-11" 5•-2^ 165 W-10' 5•-1" 7'-0" 6'-4• 165 6'-10' 5•-i" 170 6•-9' 4'-11" 6'-11' 6'-2" 170 6'-9" 4'-11- 175 6'-7' 4'-9" 6'-9' 8'-0" 175 6'-7• 4'-9" 185 6'-8' 4'-8" 6'-8' 5'_10" 185 6'-8" 4'-8" \ 'J H V BLADE 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 6'-3• 4'-3" 6-5� 5'-5" 195 6'-3" 4'-3" 200 6'-2' 4'-2" 6•-4' 5'-3' 2004'-2" 205 s'-1" a'-t" s'-3" S'-1' 205 s•-1' a'-1^ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 2015 EASTERN METAL SUPPLY,INC. BERTHA HVTM ��. ® dM Accordion Shutter System 10� E C® i Rf c. ® B M ® H.N R11WE ff1 W/OR W/O H.V.WNDOW MADE ' Am61riC011 Shutter SySt9m3FY.N DESCRIPTION DATE DRAWN BY:MW.L.G. y TILLIT TESTING & ENGINEERING COMPANY AS30GTaflofl, Inc. t OLD 11-792 4/13/15 DATE 4/t 3/15 x 6355 N.W.36th.St.Sle.305,VIRGINIAGVIDat%FLORIDA 3,316 iPhone:(305)871-1530.FSI:(.305)871-1531 4268 Westroads Drive 2 DRAWING No 4F e-mail:Ulteccia-L... West Palm Beach, FL 33407 ,3 O' FCORIOp •'�� E8-0006719 4 15-085 ,4�f`�'•,0,�,,., t� �,�,�``�� WALTER A.711117 Jr.P.E. '�ME�DATE FLORIDA Ue.J)44167 wk 6 $H 11 OF 20 n I :.4u '= cn .1: uM KIM AN 1� . jIRZ •:� / / � • .:i1A •:fi- :si�i ;.FI /::s••r:1 : : • �ti� slt� 1: Il :711 •: �1\ :71t .1: � ?fel OEM �Mm®mlMMMMOMIRM110�F3i3m�m®MMMM MMMM MMMIM-0®:Qa��®Ea�mF� MMm22 go CA Kum mMQcnaMU m a"MMIUMIUMmaiv m� tastv��ppoe�pponopaop�p �•.mm®®KOM p: RE�6ImRl7RpE�[IIBImR7dR R RREEA RRmIUMM IClOO�OOR� [�i 6IRR3R[�RRppII�mKEI MMEN�Q]CiO��R��iI]IC1RRp�niLl�RIMIGNI�RRRi�Rl7R[���7 6I®DIRORRRELImtIIRRRR[E Us lam I II I Mi�SHIM D�Rdp�OAn�o°o� IGI EMMEN Rm�mmEamooR�mm ® H ' mmmRE3Rr�n;alm�uRRORR mmE:E:RaoR moouan:mmmR = RaRnnRRRmn EMMIGN fE!0miL7KIMMUS®iR KlImm �f mIMMEIM ammo KAR�RE�iRimRIE�C#©KRIONUImI0R[II�7gn®�MDOO�Om KK("Km as ION MIAME310 113�Q II��iI//r�r116Imlum- Q IRill7�m133 ERG'MniLlmR1EEORO"CANO tElfRnn6SIMEM" tiA aCIR QR" R LLImRRIMESSM 93 MINESE3 7Raa111110 EM EN R11310 iflI"go "®l7MR"RKNUEIm6Ei® opo REIT mEUgopRE7iEiMKM ¢IRBIE�[>i@0qq®IIIE�R[IILI�L�6lm0mown MMUNUM 7R�©©OM KESEM _ ©d.tEt>iRRMEN 0 �6lRB3REEEIfnnRmB7Rpp ngE�mB7EIiEN Mee®®®®R7EimOaotGlmmO��aaR R7OIEOWp M REpIIapqp[GIm®RO�isn[©mB]EECMOEIt®6lmR7ElfEltapgpn 6ImmRLELfriao R�RRWIR ®®®mom �OROQppit ®Ommm OAMMKu KA III'm®IIIS" OA OH�Eo•I 6ImRmRGL�3o�g6i�B3EBE>c0 nm RI ' ppppoom®it7E1Ela anBIRRMM 1= EEwil MIl�iI !� iLImRRF�i3Fiag6lmmRRRnniIIl�R7 �[7KItn6I®R7C n�an,iLl®mEYiFllagn•l�OORiimom Him M mM©O�p��� d000n�®®�ER1H®0MEREM �O�mm�00dA0 CiC7�momn . 11 1,. .- EGImiIIREIf�a®.as OnniLtGF3' BCE/7anR013111 Oal,�6IREII®L�aaq[IRRk] RG�ian GLlml�[�R a m ®nnnQ7mmt�E7aanE�JE�10nnaanRMGMAnOagl]Ot iE�m"M mmsawn lna m ' ®a= mmiIIE�EIfapopippO��pRpaapRp�MIUMMEMMER nM ®03On Qml00�DOd QmI�RmIQAMOb CACm D0ppaO6IYmRll7R�Q17an R®RGBnd�n.ilpRpR®mLppEpppn 1 1 �® ©®QO wm4®vOEC®00aOO�m®"M 111I:MENK OM MmOAOpt�iR�iRn7 6lmFliEllnngnLG3mm1131" M iElmi[I[Ifi3QaniLlEMM aaanoENIMIImaaOaRl3QEalmliioo [KN miE�Oag6lEMEDIU EMMUN illORAOnalm11111 M '#film®aaAanooF�R7Cidoq 6lmMM101 EGGI0390== mom MRaanaanm"MINII MENRE�RWMMM mtmMICII saimmmna1ano�mamma®���i.m�Pq�4000�� aao�cniio�A©aaAo ' mfn=a OgtIIImGI7n oMMENOMR7a0naOld 6lmEkiCEngagiLlt�mn1goqqmiIlC�nOan�mC=aaQanEMUEmm naaR ©FSE a�n mmmoanagmin ngnnnmr�anovn�avaa nnmomaaovnRoimmRo n @ aonaqulmw�o�ngnGGlmma�nanE�mEaaagiaSHOWNaa�anRRRRRRao �aagaO® EEa nn Ex on iDOMININ US norm ln�gIIII G1a0InG:1101-MEaM7nnM EMMLEigaaan[IRRE�ROOE7 ®mmmaenaaai�ELlmna�oanraE�oaEMMUSIO M��aaaonooo�o . almannoaO'6lmgn nnn[v as �iaa nEE1Ai! t t G manoaaq m�mgnanan tamaaornan MOmaaapags� �p WA MINIM gonliogi�QoniMM90101 Ion M alma n 1IDCI anan maadaan fE7aaCloiiO,�mnICII RRE7F © 1� mo nMn�aarn�ovno��mr�aai caao�oa�=go"MMI� ®rte EMMM mr�aaagaq maanna mm aq o am CalOnonaiEalannnnno`naaaornam'®aan� n.f[Box M Dna""all"[` iLlaanaaaqulannogan'naap OvoiEmMMIa p ' iGloanaaaniLlangggaq��a�AaoaQaai�aaAaMOAAOaaac�` l�oimmoo��GarGa; alaanooaa101111 onnn MS IN nmaaa aan[Ilooaaa�i MISViaa iqn. ®as. MMM ICIIM m�� ���oovQ��o�goQnavp�ppvpooi�a�ov�o4waovM�mQM�o�cni mOMINI ngRSigiLloggoqgOmiOnaggl7�s��Ciao�ioC/FIIapIDIOM saq["WIC7MMICI o r ♦ . b k s. MAXIMUM ANCHOR+' SPACING (jD,)$GHEEULE FOR A GWEN MAX. SHILIFITER SPAN SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES (SEE MOUNTINGS Eo G.&H ON SHEETS 6 a 7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED CONCREiF/COTCrEIE MAX POURED 0007E (A) TO IXI3TING POURED CONCRETE(Min.f'c-3 ksi) DAMAUM QE WALL SILL MOUNTING ©CEILING MOUNTING HO FLOOR MOUNTING - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THRFADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDER.(Min.rc=3 ksi) SPA ANI.HORS SPACING. F END - 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) OERMW NOMIME PRE41ItE RAIM DISIRN NECNNE T00(po) cam NUGARYE Rw M 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC_(Min. f'c-2 W) 30 140 160 175 190 120 160 205 30 40 6075 9 7213 60 205 30 40 6D 75 0 120 0 205 TAPCON 0R - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY 14 12 10 9 8 s 6 55 t4 1z 10 9 6 8 6 6 la 12 10 9 e s e TAPCON WITH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. THREADFORM TECHNOLOGY (Min.Fc=3 ksi) 3'-0" 14 12 10 9 8 a 6 6 14 12 10 9 B 8 6 6 14 12 10 9 8 8 6 6 ALL POINTS SOLID-SET OR 14 72 10 9 8 8 6 6 14 12 10 9 e B 6 e 14 12 10 9 8 8 6 5 BLUE TAP W/CAP NOTES: 14 12 10 9 8 8 8 7 14 12 f0 9 8 8 6 6 14 12 f0 9 8 8 6 6 / A1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED TIHRFADFORN TECHNOLOGY ANCHORS AND TAPPER+ 14 12 70 9 8 _Z_.LZ 3.5 14 12 10, e B B 6 5 14 12 10 9 8 B 6 5 TAPPER+ ANCHORS IS t 3/4 AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. i4, 12 10 B 8 B 6 6 14 12 10 9 8 9 6 6 14 12 10 9 3 B 6 55 to 12 10 9 b 8 s 4 14 12 10 9 a B s a5 to 12 10 9 8 s .4 3.5 A2)MINIMUM EMBEDMENT OF 1/4"0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL B 7/8'INTO THE POURED CONCRETE NO-EMBED ENT 14 12 10 9 8 8 6 4.5 14 12 10 9 8 8 6 55 14 12 10 9 e 8 6 4.5 INTO STUCCO SHALL BE PERMITTED.1/4'0-20 SS.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST,AND 74 12 10 9 75 55 3.5 - f4 12 10 9 B 8 B 5 14 12 10 9 B. 7 5.5 4 4 SEE UHJLATIONS aF U FOR 1'MINIMUM FOR WALLS WITH NO smoco. 14 12 10 9 8 8 8 6 14 12 10 8 B 0 6 55 14 12 113 B 8 8 6 4S WADE I ON SHEET 19 5'-0' is 12 10. 9 8 7 4 -- 14 12 to 9 8 65 5 35 112 10 1 8 6.5 6 3.5 3 A3)IN CASE THAT PRECAST STONE ST PRECACONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE IMSTING WALL OR FLOOR, 14 12 1101 9 6 75 4.5 - 14 12 10 9 8 B 6 45 7d 12 10 9 B 6 4.5 75 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12 9.5 7.5 65 4.5 - - 14 12 10 B 8 75 55 4 14 12 10 9 8 6 4.5 35 NOTES A7)&A2)ABOVE FOR INSTALLATIONS ON•VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 614 12 t0 9 8 8 6 - 14 12 10 9 8 8 6 5 14 12 10 9 8 65 •5 35 INSTALIARON INTO EIFS WITH METAL STUDS SEE SHEET 20. 14 12 10 9 75 55 3 - 14 12 10 8.5 7 SS a 3 14 12 B 8.5 SS 4 3 14 12 10 9 8 6 - - 16 12 t0. 9 8 E-5 5 .75 14 12 10 85 8 5 4 - (B) TO EXISTING CONCRETE BLOCK:(ASTM C-90) 14 12 8 6.5 55 3 - 14 12 10 9 8 16.5 4.5 3.6114 12 10 8 7 3.5 3 - 1/4"0 TAPCON OR TAPCON 1WfH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDIX. 7,-0' i4 12 10 9 8 8 - - 14 12 10 9 8 7 5 4 14 12 10 9 7 5 4 3 - 1/4"0 x-3/4"ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCRBV,BOLT&SPECIALTY COMPANY. 14 12 70 8 6.5 4 - fa 12 9 7.$ 6 4.6 3.5 - 14 10.5 7 5,5 4S 3.5 - -1/4"0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED 13Y FLORIDA FASTENERS DIRECT,INC. 14 12 10 BS 7 4 - 14 12 10 9 75 55 4 - 14 12 9 7 7.5 45 - - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY 14 11 7 5.5 4.5 - - 14 12 10 9 7.5 55 a - 14 12 9 7 s 4.5 3 _ COMPANY OR ANY OTHER APPROVED LICENSED OR AIRHORQED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. $.-0. 14 12 10 9 8 65 - - 14,12 10 9 B 6 4 - 14 i2 10 8 6.5 5 3.5 - NOTES: 14 72 85 7 5S 3 - - 14 12 8 6.5 55 4 3 - 2S BS 6 [54 3 - _ ELI)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4"AND TAPOIN 14 12 95 75 e - - 14 12 9.5 8 65 5 - - 14 12 8 4 - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1. 13 9.5 6.5 5 3S - - 14 12 10 B 6S 5 - /4 12 8 4 14 12 10 B U - - - 14 12 10 9 75 45 - - 14 12 65 4 - - 0.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 11,5 75 6 4 - - - i'4 '11 7 555 5' 3.5 - - 11 8 55 - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4"0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 12 B 6.5 4.5 - - - 14 12 BS 7 5.5 4 - - 14 105 7 4S - - EXIST,AND i'MINIMUM FOR WALLS WITH NO STUCCO. 11.5 8.5 55 4 - 14 12 9 7 6 45 - - 14 11 7 3.5 - 10"-0' 14 12 10 8 75 - - - 14 12 10 e'65 5 - - 14 12 8 4 - - B.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 105 7 5 3.5 - - - 13 9.5 6.5 5 4 3 - - 10 75 5 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SMD WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 tE 7S 55 - - - - 14 115 8. 6 5 4 - - 2S 95 8 4 - - NOTES BA)&B2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WfrHOUT METAL STUDS CONSULT THIS ENGINEER. O.5 8 5 - 74 12 8 6.5 SS 4 - 13 10 6.5 5 4 3 FOR INSTALLATION INTO TOES WITH METAL STUDS SFE SHEET 20. 11•-O' 14 12 10 - - - - - 14 12 9 7 6 4.5'- - 14 105 7 5S 4S 3.5 - - 125 95 5 - 12 9 B 45 4 3 9 7 45 35 3 (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER 14 110 7 - - - -- - 14 105 7 5.5 4.5 - - - 115&5 15.5 45 3.75 - 9S 7 4.5 - - 14 115 7.5 6 5 - - 12 9 6 4.5 4 - _ (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(EDJ VERSUS SPACING RELATIONSHIP FOR ANCHORS. 12'-O' 74 J12 - - - - - - 14 12 a 6.5 SS - - - 13 10 65 5 4 - - - EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: 115 - - - - - 11 0 55 4 35 - - B 6 4 3 - - - MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E D.LESS THAN THE INDICATED,REDUCE ANCHOR SPACING 13.5 - - - - 13 95 65 5 4 - - - O5 B 5 4 - - - - BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 - 14 10.5 7 5.5 4.5 - 11 8S 55 45 3S - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE 1F55 THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE 14 - - - - - 14 11.5 75 6 5 - - - 12 9 fi 45 4 05 - - - - - 10 75 5 4 3 - - - 7.5 5S 4 3 - - - - ACTUAL EASIER 2s - - - - - 12 s s 45 a - - - 9.s 7 5 a - - - - EDGE TAPCON TAPCON Wllli ADVANCED ALL P01Ni SOLID SET BLUE TAP W CAP TAPPER.t 8 - - - - - 13 93 6S 5 - - - - 0.5 75 5 a - - - - HV BLADE OR DISTANCE THREADFORM TECHNOLOGY MIN.SPACING 14'-O' 14 - - - - - 14 105 7 5.5 - _ - - 11 85 5.5 45 - - - - E.D. MIN.SPACING=3' MIN.SPACING=3' MIN.SPACING=3 1/2' MIN.SPACING =3' 3 3/4' 4' 10 - - - - - 9 7 4S 3.5 - - - - 7 5 35 3 - - - - 'I HV BLADE W POURED CONCRETE& POUTED lE CONCRETE H11IX POURED CONCRETE& POURED CONCRETE&pq�pplgEjE SIE X01 1.5 8 - - - - - - 11 8 5.5 4.5 - - - - 9 B5 45 - - - - - '� HV WINDOW CO CR MN.TE BLOCK CK MN.EA-3 1/2'MN.E0.=2 1/Y L11N EEE 38LOCK CONCRETE BLOCK MRJ.FD.=3 1/Y LAN FD.=2 1/Y zs - - - - - - - 12 9 s - - - - - 9s 7 as - - - BLADE WORKING 3' 1.0 0.90 1.0 D.76 1.0 0.84 3.6 10 6.5 - - - - - OS 8 5 - - - - - i•0 9 - - - - - - - 8.5 6.5 4 - - - - - 6.5 5 3___-_ - - - - 2 1/2' - 0.81 1.0 - - 0.67 1.0 l0 - - - - - - - a.s a 5 - - 8.s s a - _ _ _ _ IN UNISON * 2' - 0.71 0.51 _ f5 8.5 5.5 - - - - - 9 65 4S _ - - _ _ 1 3/4' - 0.91 - 16'-0' - 2S 95 6 - - - - - 10 7.5 5 - - - - e 9 8 4 6 a5 3 1 1/2' 0.35 025 - 95 7 5 s 4 - - - - - FLORIDA BUILDING CODE(Mon High velocity Hurricane bane A.TIL(/q7j�4 ©2015 EASTERN METAL SUPPLY,INC. BERTHA Ff0'I&',M -=-� Q ® e Accordion Shutter System ® ® ® ® KV BLADE#1 W/OR W/O KY WINDOW BLADE American Shutter Systems IEV.H DESCRIPTION DATE DRAWN BY: M.L. S�A1E OF ¢c TILL IT TESTING & ENGINEERING COMPANY 6J55 N.W.3M.SL,St.3135,VIRGINIA GARDENS,in oMDA 3316 Association, Inc. 1 OLD 11-192 4/13/15 DATE- 4/13/15 Phono (305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 •� `` a-malFe At�6®791.cam West Palm Beach, FL 33407 3 DRAWING No �� SlONA� ��� WALTER A 0067 Jr.P.E. 4 15-085 P.E�7ASTE4A9'IfSi�NATURE�DATE FLORIDA Lie.p 44167 s SHEET 6 13 OF 20 MAXIMUM ANCHOR0 SPACING (jnJ _SCHEDULE FOR A GIVEN M.AX. SHUTTER SPAN. A,S D DESIGN NEGATIVE PRESSURE RATING AND A COgRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE BLOCK INSTALLATIONS (SEE MOUN INCS 1.J,K B:L ON SHEET 7) POURED CONCRETE POURED.CO CONCRETE.BLOCK RUgI{Otl I WALH OVER& I1 TRENCH ORAINGUARD MOUNTING OK WALL/F100R MOUNTING ©WALL/Y/AIX OVERMOUNTINGANCHORS SPACING LEGEND 5MOUNTING TAPCON OR (PR AS.D.DESM WAIVE PRESAmE RVEIG W UX.DFSiGN NDWIVE DEEM NEGUME PBS RUINC DESIGN Ra,ATTE PRMK RUNG TARPON WITH ADVANCED 3o aD so 75 so 120 tso 205 30 40160 75 19(t2i 60 los 30 40 so 75 so 1120 1160 los 30 ao so 75 so 120 1160 205 THRf7DFORM TECHNOLOGY 14 12 10 9 B B 6 5 12 12112 12 12 7S 8.5 6S 7 7 7 7 7 7 7 5.5 5 5 5 5 5 6 s s ALL P.OIN1$ SOLID-STT 14 12 70 9 8 8 6 6 12 12 72 12 12 12 9.5 7 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 R LESS 14 12 10 9 B 8 6 B 12 72 12 72 0.5 8 6 45 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 B 12 42 12 12 12 10 7.5 6 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 TAPPER+ � 14 12 10 9 8 e 8 8 12 12 12 12 11.5 B.5 65 5 7 7 7 7 7 7 6S 4 5 5 5 5 5 5 5 4 4'-0' 14 12 10 9 8 11 6 6 12 12 12 12 12 BS 7 55 7 7 7 7 7 7 7 7 5 S 5 5 5 5 5 5 14 12 70 9 8 8 6 6 12 12 12 9.5 8 6 4S 3.5 7 7 7 7 7 7 6.5 5 5 5 5 5 5 5 5 5 14 i2_10- 9 B 8 6 6 12 12 72 12 10 75 5S 4 7 7 7 7 7 7 7 5.5 5 9 5 5 5 5 5 R- 14 12 10 9 8 8 6 6 12 12 12 11 9 7 5 4 7 7 7 7 7 5.5 4 3 5 5 5 5 5 5 4 3 5'-0' 14 12 10 9 H 8 6 6 12 12 12 72 10 75 SS 4 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 f 4 12 10 B 8 8 6 6 12 12 9.517-51 6 45 &5 - 7 7 7 7 7 7 5 3.5 5 5 5 5 5 S 5 4 14. 72 10 9 8 8 6 6 12 12 12 ss a s 45 - 7 7 7 7 7 7 5.5 4 s 5' 5 5 s s 5 a * SEE ANCHOR ib 12 10 9 8 B 6 6 12 12 11.5 9 7.5 5.5 4 3 7 7 7 7 7 4.5 3.5 - 5 5 5 5 5 4.5 3.5 - SPECIFICATIONS 6'-0 14 12 10 9 8 e 6 B 12_12 12 10 8 8 AS 3.5 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 9 ON SHEET 13 14 12 10 9 B e 8 6 12 12 8 6 5 4 3 7 7 7 7 7 55 4 5 5 5 5 5 5 4 3 14 12 10 9 8 8 B 6 12 12 f0 B 6.5 b .75 - 7 7 7 7 7 6 4.51- 5 5 5 5 'S 5 4.5 - 14 12 10 9 8 8 6 B 12 12 10 8 8.$ 5 3.5 - 7 7 7 65 SS 4 5 5 5 5 5 4 3 7'-0. 14 12 10 9 8 8 6 6 12 12 12 8.5 7 5 4 3 7 7 7 7 7 7 7 6 5 6 5 5 5 5 5 5 74 12 10 9 8 8 6 6 12 10 65, 5 4.5 3' 7 7 7 7 6S 5. 3 5 5 5 5 5 5 35 3 14 12 10 s B e s s iz 12 s.s 7 5.6 4 - - 7 7 7 7 7 5 - - 5 5 5 s 5 5 4 - Q VALID ONLY FOR UP To +70, -75 14 12 to 9 8 8 6 - 12 12 0.5 7 55 4 3 - 7 7 7 55 45 3 - 5 5 5 5 4.5 3.5 - PSF A.S.D DESIGN PRESSURE B.-O. 14 12 10 9 8 8 6 12 12 0.5 7.5 6 4.5 3.5 - 7 7 7 7 7 7 7 4 5 5 5' S 5 5 5 5 RATING & FOR SPANS PER 74 12 10 9 8 8 6 - 12 9 6 45 4 3 - - 7 7 7 7 SS 4 - - 5 5 S. 5 5 4 3 SCHEDULE /�3, SHEET 11 14 12 f 0 9 8 B 6 - 12 71 75 6 5 .75 - 7 7 7 7.6 6 45 - 5 5 6 5 5 4.5 74 12 10 9 8 8 - 12 01.517.5 6 5 3.5 - 7 7 6.5 5 4 5 5 6 5 4 3 9.-O. 14 12 111 9 8 8 - - 12 12 95 65 55 4 3 - 7 7 7 7 7 7 6 3 5 5 5 5 5 5 5 5 14 12 f0 910.518 5 4 35 - 7 7 7 8 5 35 - 5 5 5 5 5 4 3 14 12 10 9 8 8 - 12 10 6.5 5 45 - 7 7 7 65 5.5 - 5 5 5 5 5 4 14 12 10 9 8 8 - .12 05 7 55 45 3.5 - 7 7 65 45 35 - 5 5 5 45 3S 14 12 10 9 8 8 - - 12 11 8S 6 5 35 - - 7 7 7 7 7 7 45 - 5 5 5 5 5 5 5 45 14 12 10 9 8 8 - 9.5 7 4S 3.5 3 7 7 7 6.6 4S - 5 S 5 5 45 3.5 14 12 10 9 6 8 - 12 9 6 5 4 7 7 7 6 5 5 5 5 45 5 14 12 10 9 8 8 - 12 9.5 6 5 4 3 7 7 5 4 3 5 5 5 4 SS - 11'-0'14 12 10 9 8 8 - - 12 10 7 55 45 3.5 - - 7 7 7 7 7 7 35 - 5 5 5 5 5 5 5 4 14 12 10 9 8 8 - - it 8 4 4 3 - - - 7 7 6 5 4 - - - 5 5 5 5 4 3 - ' �� BLADE ONLY 14 12 10 9 B 8 - - 17 B SS 4 - - - - 7 7 7 5S 45 - - - 5 5 5 5 45 - - - 14 12 10 9 B 15 BS 5.5 4.5 3.5 - 7 7 4.5 3.6 - 5 5 4.5 3.5 3 12'-0'14 12 10 9 8 - - - 12 9S 65 5 4 3 - - 7 7 7 7 7 6 3 - 5 5 5 5 5 5 45 35 14 12 10 9 6 8 6 4 3 7 7 SS 4.5 !L= 4 3 14 12 10 B 8 - 10 7S 5 4 7 7 8 5 5 5 5 5 4 14 12 10 9 8 - OS 8 5 4 35 - 7 16.514-5 3.5 - 6 5 4S 35 3 14 12 10 9 B - - - 15 85 6-4.5-35 3 - - 7 7 7 7 7 4.5 - - 5 5 5 5 5 5 4.5 3.5 14 12 10 e 8 7 55 35 3 7 7 5 4 3 5 5 5 4 3 14 12 10 9 B 9 7 4S .73 - 7 7 5.5 45 - 5 5 5 4S 4 14 12 10 9 - 10 75 5 4 3 7 6 4 3 5 5 4 3 - - - _ - - - - - - - _ 14'-0'14 12 10 9 - - - - 05 B 55 4 3.5 - - - 7 7 7 7 7 4 - - 5 5 5 5 5 5 4 3 14 12 10 9 - ES5 3 7 7 5 3,5 - 5 5 5 4 14 12 10 9 - 8.5,5.5 4 7 7 5 1 4 5 5 1 5 4 14 12 10 9 7 4SK13 7 5.5 3S - 5 5 3.5 3 15'-0'141210 - - - - - 10 7S 5 - - 7 7 7 7 7 3.5 - - 5 5 5 5 5 5 4 3 14 12 10 - 8 45 37 7 4.5 3 5 5 4S 35 - _ f4 12 10 - 8 6 47 7 5 5 5 5 414 12 10 - - 85 6S 4 7 55 35 - 5 5 35-0'14 2 0 - - S4S - - 7 7 7 7 6 3 - - 5 5 5 5 5 45 3514 12 10 - e 45 37 6.5 4 5 5 4 35 -14 12 10 - - - 75 55 75 - - 7 7 4.5 - - - - - 5 5 45 - - _ _ = FLORIDA BUILDING CODE(Aon Nigh Velocity Hurricane Zone 'o 0; A'•T/!!/j'�% ©2015 EASTERN METAL SUPPLY, INC. ya .,, BERTHA H!TM 1 ® Accordion Shutter System a 7 o IN C. is T(9 ® ® H.V.BLADE#1 W/OR W/O ITV.WINDOW BLADE 313�/Af� American Shutter Systems !EV.N DESCRIPTION S-0'. ''1k- . TILLIT TESTING & ENGINEERING COMPANY Inc. 1 1 9 DATE DRAWN B L 9;• STATE OF 6355 N.W.36N.St.Ste.3D5,NWIA RGGARDENS.ROMDA 3316 Association, c 1 OLD t -t2 4/13/75 DATE-' 4/t33// 75 4 T, Phone (3050)871-1530.Fax (30.5)871-1531 4268 Westroads Drive z DRAWING No ���FtS ' �RIDP'•\C����� -mo1®sa0o6iisl�m West Palm Beach, FL 33407 3 77�s/'••••••-•'G �� WALTER A.71WT Jr.P.E 4 15-085 iiq 146N ER tttt FLORIDA tic.S 44167 s SHE OF 20 P.E. SEACf"ifiONT)t�}I��/DATE I