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HomeMy WebLinkAboutProduct Approval GENERAL NOTES• I.BERTHA HJT.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR CONPUANCE IN ACCORDANCE WITH THE 2017(Blh EDITION)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT NIGH VELOCITY HURRICANE ZONES. DEIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A OIRECTIONAUTY FACTOR Kd-D.55,USING ASCE 7-10 AND SWIM.NOT EXCEED THE MAXIMUM (ALS.D.)DESIGN PRESSURE RATNCS INDICATED ON SHEETS I I THRU 15,19 8:20. IRFe �• HV 9L�1ES kIN DRIER TO VERIFY THE A90VE CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SOUL BE FIRST REDUCED TO A.S.O.DESIGN WIND LOADS BY YULTTPLYING THEM BY 0.0 IN ORDERTO COMPARE(HESE W/MAX.(A.S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 At 20. GENERAL NOTES SHEET 1 N ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED,WERE Nor OVER STRESSED,A 33 X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS LGL USED IN THEIR SYSTEM COMPONENTS 1-20 SHAT 2 ANALYSIS.HOWEVER,A WINO DURATION FACTOR CO-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA N.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 ATL REPORTS: ---- ------. _ TYPICAL WINDOW Bl/1DE&WINDOW DETNL -HV BLADE Q /0214.01-03,/0715.01-03,11004.01-05,11214.01-05,/0317.02-OS,/01509.01-10 AND/0210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1888 v EA 2@ HV BLAnF(j)AND HV WINDOW IRLACIE AND E-1995 STANDARDS(MISSILE LEVEL D,WIND ZONES 1,2 t 3)6 11220.01-10 AS PER TAS 201,203 h 203 PROTOCOLS LARGE MISSLE - - - - -(WHERE APPLY, -HV WINDOW BLADE®#M.01-Ca AS PER ASIA E-1888 AND E-1990(MISSILE LEVEL D. WIND ZONES 1,2,3)BASIC PROTECTION ONLY AND 1 0725.01-aa AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION ISL NOTES ON LOCKS SHEET 5 „ NSTAUATION DETAILS A-F. CONCRETE/BLUCK SHEET 6 r" 2.FIV BLADE(D AND HIV WINDOW BLADE ® ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER ME GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 NSTALLATION DETAILS G-M, CONCREIE/BLOCK SHEET 7 T1 CENIERIMTE DETAILS W SHEET a I 3.BERTHA H.V.ACCORDION PINS(NV SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION To TRACIIS SHALL BE/14,2.75•AND /74X{.75•RESPECTIVELY,410-M MINIMUM SERIES C�pMATE ALTERNATING DETAILS HV SHEET B STAINLESS STEER.SCREWS WITH 135.0 kal YIELD STRENGTH AND 190 kti TENSILE STRENGTH.PINS SHALL BE COATED WITH BONA HV CACROIIIELO COATING SYSTEM AS MANUFACTURED BY APPROVED ..Dl COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PNS MUST BEM THE HV MARKING ON THEIR HEAD. / END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 10 4.ALL ALUMNUN EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STF(ENCTH FOR 6063-78 ALLOY IS 30.0 k$I AND.35.7 iul FOR IYUM SPAN TABLES SHEET 11 6005-75 ALLOY. ANCHOR SCHEDULE- CONCRETE k BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 315 HSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 WI MIN.YIELD STRENCTH AND 90 kd MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE 6:BLOCK SHEET 13 g AND STALL COMPLY W/FLORIDA,BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE h BLOCK SHEET 14 4F�'IS. DOLTS TO BE ASM A-307 GALVANIZED STEEL OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 14i MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 I 7.SEE IME FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE +Q: 12,I3,14.13 AND TO INSTALLATION DETAILS Y-p, WOOD SHEET 16 �A'I INSTALLA71ON DETAILS S-X,WOOD SHEET 17 ®1�pp� HN BLADE D&® WORKING IN UNISON: 12.13 h 15 END CONNECTION DETAILS 7-12 6:X,WOOD SHEET 16 ""`LI 8.THIS BERTHA M.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT/8'779,582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT 15'458,178 ISSUED TO EASTERN METAL SUPPLY,INC. eRN:e S• HV WINDOW BLenEmil ONLY 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/01LULN SHEET 19 ALL SHUTTER COMPONENT EDGES WHICH ROAN,THRU FASANNG IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION 10. EACH UNIT MUST BEM PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT,OR OTHERS,MUST PROPERLY CLOSE ALL HV AND HD AREA 4• HV WINDOW BLADE Cts ONLY CEIMRMATES AND ENGAGE OR DOCK ALL KV AND HD LOCKS. 11.SHUTTER MANUFACTURER'S LABEL SHILL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1708.9.3 OF FLORIDA BUILDING CODE ONE LABEL SHRILL BE INSTALLATION.DETAILS, METAL SND WALLS SHEET 20 PLACED FOR EVERY OPENING.LIBELING TO COMPLY WITH SECTION 1708,0.2 OF THE FLORIDA BUILDING CODE 12.BERTHA N.V.ACCORDION SHUTTER SY9WS INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE - PERMIT IS APPLIED TO. 13. (a)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES HOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;La.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.ED. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED ON THIS P.E.D., PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBIl11Y. OBTAIN PERMITS IN THE STATE OF FLORIDA (a)TOS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. ) RESPONSIBLELL BE SIRE SPEIFIC PROJECTS SHALL FOR THE PROPER USEBOF TT14PREPARED ENGINEER OF RECORD.ACTING AS AOR ARWITECT DELEGATED ENGINICH WILL BECOME EER TO THE P.ED.DENGINEER SHALL SUBMIT TENGINEER OF RECORD O THIS LATTER THE SIFOR THE E SPECIFIT AND CHDRAWNGS FORf - RENEW. �f (0)ORIGINAL P.E.O.SHILL BEM THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED T, J; FAAAAAAAA.�� FLOWE Non High Velocity Hurricane bw, 41 - 102017 EASTERN MWINO* 4 02017 11LTEC0,INC. BERTHA HVTM /TUEEO ., A Accordion SemH.v. et.(nE#r w/oR w/ -40 E % • IlJb� J a TIWT TESTING a ENGINEERING COMPANYATEItriDan ShuiMr t AAAA��EE CCCC a At Huss KW.3ML ESE..Sa.Jae,WM WM aMDM FLOW 331 As�la1No17, Inc. 1 CLD 15-055 4268 Westroods Drive 2Phom:('305)571-1530.Fo■:(305)871-1531• 'AA • w- .mm West Palm Beach, FL 3340 Ssp/OnA�` j1,IM WAL70 A 11LITP.C.P.E.'ftl1t�16f1A'I�RE/DATE FLOFmA LW.1 44157 - - vrs L -- -—--------------- -- 0 � N av IL°I °7 to M u TX _ �LO v , a I fm wum sme VARIES �1 wT77t7- 77J 4.1949` • TAt3IE8 t liy snub DE �• Q5 Hv 9aj�ea s UNIVERSAL FLOATER QUALIFIED OR USE w/ COVERED UNDER US PATENT 5458179 QUALIFIED FOR USE W/ HV BLADE 10 - HV SLADEWt f© HV WINDOW BLADE- 6005-75 ALLOY AND TEMPER QUALIFIED FOR UJE W HV 6063-TS ALLOY AND TEMPER •SEE LIMITATIONS OF USE OF BLADE OON SHEET 79BLADE 7 37 6063-TS ALLOY TEMPER .124• 6063-TB ALLOY AND TEMPER � ' p�,pp • . • N _...670" 6" , 2 to nl `7 W ADJ. ADAPTER WZLIP 7 � - QUALIFIED FOR USE W( HV HV ALK—OYER T=K 920 6C3jjV BLADE ADJ. FLOOR TRACK LOt AND ®HV TRENCH Y QUALIFIED FOR U$E W/HV iEiTRACK BLADE N QUALIFIED FOR USE HV QUALIFIED FOR USE Wj HV 6065-16 ALLOY AND TEMPER BLaDE Q ONLY.. 1� HV RAIN UARD BLADE q 6063•-T6 ALLOY AND TEMPER QUALIFIED FOR U ,E W/ HV 6063-T6 ALLOY ACRD TEMPER rl VAROSn 1 BLADE I 1. t VARIES 1.936" 6063-76 ALLOY TEMPER OA. O t. 1.977" in 063' tyCBJ' a 093' t2. ' N �- I 670 - • 670 1.666" 4 M 670 3429`• 0 *. i f HV CEILING HEADER (:I) HV HEADER/,SILL (5 HO CEILING HEA13ERIZILL Q IFlED FOR USE W/ HV BLADE ONLY, QUALIFIED FOR USE O� HV BLADE 1 ON O 6063-TESA AND TEMPS QUALIFIED FOR USE W/ HV BLADE t HD ��, HEAQE SEE SECTIONS FOR VALID SEE -FOR VALIDITY. QUALIFIED FO$USE W HV 6063-T6 ALLOY AND TEMPER "3-T6 ALLOY AND TEMPER SLAM(1)ONLY. 6063-T6 ALLOY AND.TEMPER / COMPONENTA 8 T1 T2 k Y t 104 k Y 117,t t• t• 06210 _ st 2' 2" 0.125• 2" V MAX' t/6 I/8' 3` 3" 0.030 i� 2' W MAX10.192' 0.192• Ti $IDEFOR ANGLES ALUMINUM CORNER PASTS Q ALIFlED USE W/ HV ANGLES 99 2.5' 7'MAX.0.190' a.ts0' AUFIED FOR USE W/ HV BLADE( QUALIFIED FO$USE W/ HV BLADE( 6063-T6 ALLOY A D TEMPER SLADEC11)ONLY. 0 2'" 5'MAX.i 0.139• 0.131" 6063-T6 ALLOY AND TEMPER 6063-T6 ALLY AND TEMPER I I FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane r<on6 1 512017 EASTERN METAL SUPPLY, ING. lox D2077 TRTECO.PC. 02W E LrC/�►O A A S !I� A Accordion Shutter System INC. # ■ ■ # Kv.EA a Pt W/OR Wf8 N.K WHM Ei.ADE • ,y/ i Arnerlcaln Shutter Systems tEV.No oncitcmaN DATE USHEE t TILIJT TESTING & ENGINEERING COMPANY Assecietion. Inc. I OLD 15-085 /27 1 S ��,U' • 6355 N.V.3{6.54,A.355.N2GRAA.OA90E1i5.RMOA 331 A--:(3053671-1530.r-:(305)877-1537 4268 Westroads Drive 2 .OIiIDF`.,' , rmad:trweemIx= West Palm Beach, FL 33007 3 17-107 •�"VS` •......••_\ 1711 WALTER ULUTt�r.P.E - 4 .. •1S*A s P.E'" jAE/DATE TtD�"t'�1441e7 eOF 20 POURED POURED NCRETE ANCHCRS POURED CONCRETE RR N REQUIRED SCHHEET ;ULE ON OR REQ ED BLOCK 1/4'h20x3/4•S.S. f CONCRETE ANCHORS —' FOR CONCRETE ANCHORS MACHINE SCkREVYS Q 8 OR ONE(SEE MONrtNo®ON 9W 7) , _(SEE SCHEDULE ON W/1/4'-20 (SEE SCHEDULE ON SHEEP 1 SHEET 13) NUTS 0 12'O.C. ----- 12 oRQ M in. IMACH J 4•S.S. Win. S r Imo- ---- -20 NUTS ^ I/2• T/2•- o.• 250• ax. 13 oR "� E.D.• r 250• E D• .250'Max. r ___ r Max. E ' OPTIONALE�• ' �OPTIONQ 1' i i TO GAD(91 I—f�EeLASE Q)NO _— a 91FET 10 rat , 1 OR ' ' MN.SEPARAnON To CLASS ilk --- - �_ E1U511HG ; G/055mA® ' E7LISTING_�(SEE SCI-EDULE ON SHLT7 11) GL/SS--� MR SEPARATION TO GLASS 1 GLASS iEIUSTING r(SEE SCHEDULE ON SHEET I1 _ GLASS 1 (A� HV WALL HEADER INSTALLATION ATION ©HV WALL HEADER INSTALLATION HV WALL HEADER INSTA 1®TION + KEYSTONE EXISTING GLAMSS SAMSEPWVM.%. I 1 OR O MIN.SEPARATION TO CLASS , o, 1 DUSTING (SEE SCHEDULE O ON SHEET 11) 1 i 1 I t� �1,m�pMyp � i(SEE SCHEDULE ON SHEET 11) GLASS eAlIL901•Q/j EXISTING "t,—OPTIONAL 1 I rf OPTIONAL i' ( rl/4•Max. }E D.• Mac D.•' I I' I EA. , 1 1O 1 5 lE.D.• L.---- ' 'I I 1/2• ---- LEO EO I/2.�---- 13 oR l'N 1• - 1/4'r-20x3/4'S.S. Min PHILLIPS TRUSS HEAD 1/4'/-20x]/4•S.S. PHILLIPS t CONCRETE ANCHORS 7�ON 18 MACHINE SCREWS USING CONCRETE ANCHORS TRUSS HEAD MACHINE SCREWS J (SEE SCHEDULE ON SH 13) 1'J 1/4'-20 NUTS 0 12.O.C. (SEE SCHEDULE ON W/ 1/4'-20 NUTS O 12'O.C. POURED CONCRETE Min. POURED CONCRETE SHEET 13) OR CONCRETE BLOCK OR CONCRETE BLOCK - WALL REQUIRED n - '• CRETE ANCHORS REQUIRED HV WALL SILL INSTALLATION (SEE SCHEDULE ON ORCON CONCRETE SHEET 14) OR CONCRETE BLOCK WALL REQUIRED OF SECTHINA, EO HV WALL cut INSTALLATION ATION I-S SHEET 4 FOR TYPICAL SHUTTER INSTALLATION DETAILS W/ E.0. EDGE DISTANCE A' BC •SEE U ATOMS OF USE FOR 2-MOU cnONs CAN BE COMBIN (SEE SPECIFICATIONS ON SHEET 13) BIADE�ON SHEET 19 C� HV BLADE IN ANY WAY TO INSf 0//I ii I NI FLORDA BUILDING CODE Mon High Velocity Hurricane Zane ,`\7 ;•'.\CENS�;•••%= 02017 MLTECO,INC. 020PP 17 EASTERN METAL SUPPLY, INC. V % ITHA TM 4 f70 E A.S.S■A■ Accordion Shutter System C O IMG. RV. MADE#1 W/OR W/o RV.WINDOW aADE % x TIL.LIT TESTING t ENGINEERING COMPANY American Shufter S (Tna Ev.H ocsnvreoH as DRAWN O7: LC_ �•'•.,. 0 �.•�•• 4` 1XIS NAW.35at d•,S-30,YR,7G GAIVISKSw FIMM 331 Association, Inc. I OLD 15-085 7 Y7/I CATS: 07/27/17 Phos,:(303)671-1530.Fm:(Jw)e71-1531 51 4268 Westrood9 Drive i DRAWING No -- '�S�Q�AI��,�,�d • EEe IC•eam West Palm Beach, FL 33407 3 17107 �•�I�I/I�'•' WALTER A.TAN Jr.P.E. - - 4 P.E. SEAL/SIGNATURE/DATE FLORIDA U`f 44167 3 SHEET Z !EDL41 SCHEDULE J2 SCHMULLE 03 My1_M SHUTTER SPAN "L+' 0 "L MAXIMUM SHUTTER SPAN* 'L+' AXIMUM SHUTTER SPANS L+" ► : (ft.) OR INSTALLATIONS W/ OR "L-" (ft.) FOR R "L (ft.) INSTALLATIONS INST "'-^oNo dt or or INSTALLATIONS W/ CONCRETE & ((1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN W E H.V. LOCK ® or or or j, MANSORY WOOD P05111YE x5 0. DESIGN PRESSURE RATING. k Wf ONE HY LOCKS HD 0 Wj Nd LOC RODS or ONE HY LOCK or or OR W/ NO LOCKING WALL A B,C, D, E, M. N, 0, P, p. ASA DESIGN PRESSURE SPAN FOR GIVEN NEGATIVE E MA1� 28 29 W1 ONE W/ NO LOCKING Rd S 005 rMOUNTI F. K do L R, S, do Y. "T"C f SWd LOQNG (SEE NOTES t'tt (VAUD FOR MOUNTING Q (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR RO ` 35 TOP 90TiOM SEE SHEET 7) OR/ NGG H I i1 WAtt NOUNTTNGS(TOPjBOTTOM)OR FLOORfCE0.tNG: COT i;Dod WSTAU ANS CONCRETE do Wa00 GUNTING & M T. U. W dt X wmw waomf xa4nAf CONCRETE GIVEN A POSITIVE A.S.D.DESIGN PRESSURE RATING, NSTALLATIONS ASA OMM - ASO.OL581 wsa DOWN wS1ALtATI0N5 DETERMINE MAXIMUM SPAN •L+'FROM SCHEDULE. F1esSiRC WALL MOUNTING FLOOR CEfUNO rIGSStFt WAU MOUNTING PRECAM TUMOR/CDUNO YOUTAINO KATM RA1vq f1A1M10 GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, NO MING tP+.ra IFat> FLODR/cLaLxG 1muMWc Txat.) OR DEI MINE MAXIMUM SPAN'L-•FROM SCHEDULE. t+oa-s earrmrxi A -- -- ----- `C+- - L-R 11 R) L- L 4 (f) L-R) - L+ (ft) L-66 0 MAXIMUM SHUTTER SPAN 1+'OR •L-"FOR _ --- - INSTALLATIONS INTO WOOD SHALL BE UMITED TO MINIMUM MAXIMUM ANDD PAN BETWEEN *+*AN THE-- 30 OR 16'-0' 1-I IW-0" i6-0" 30 1'-0" t8•-0' 30 15'-0' 61-0' 105 pod. A.S.D.DESIGN PRESSURE RATING. Id(dILELM DETERMINED SPAN BETWEEN -L+'AND'L- 35 14'-10" U"-10" 15'-x" 18'-0' 35 14'-f0' f4'-10' 35 15'-2' 18'-10' 40 13'-t0" 73`-10' t4"-2" 15'-2' 40 t3'-10' 13'-to' 40 t4'-2' IW-2' (3)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1' 13'-t' I3'-4• 14'-3' 45 is-1" 13'-1' 45 13'-4' 14'-3' 1• HV CORNER CENTERMATE#3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL IJOUNTINGS 50 T2'-5' IZ-5' t2'-6• 1Y-7' 50 12'-5' 12'-5' S0 12'-3" 13'-i" MOUNTING INSTALLATIONS. LOCKING SPECIFICA71ON5 Wl FLOOR/CEA.WG MOUNTINGS- 55 11'-10" it'-to" 12'-1' 12'-11" 55 11'-10" 11•-10' S5 11'-I' IV-11' SHALL BE AS INDICATED ON MANDATORY CONDITION /2 FOR A GIVEN POSITIVE A.S.D.DESIGN PRESSURE 60 1V-4' 1/'-4- 11'-7' 12'-4' 60 11'-4` i1'-4` ISO 10'-2' 10'-11' NOTE+5,SHEET 5. RATING: DETERMINE: 65 10'-to' 10'-f0' 11'-1" 11'-11' 65 IO'-1o' SO'-10• 65 V-5• 10'-1' Lt++ MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 70 10'-6- f0'-6' 10'-9' I1'-S' 70 f0'-8' 10•-6" 70 B'-9' 9-4` - is+- MAX. SPAN FOR FLOOR/CITING MOUNTING 75 10'-1' 10'-1" TO'-4' tY-i' 75 10'-1' 14'-t' TS - T!'-9' ft EXCEPT THAT MAXIMUM SHUFLFR iNSTALLATtONS. BD 9-10' 9'-10' 10•-0` 10'-B• 80 9'-10" 9'-10" SPAN"L+"OR "L-'AND MAXIMUM AS.D.DESING FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 85 9'-5' 9'-6' 9'-9' IO'-5• 85 W-8" W-6' PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE RATING: 90 9'-3' 9'-3' 9'-5• 10'-1- 90 9'-3' 9'-31 OR CONCRETE BLOCK SMALL BE UM11E1D AS FOLLOWS: DETERMINE: 95 91-0' 8'-9' 9'-2' 9•-t0' 95 9'-0' B'-9' 1- CONNECTIONS TO KEYSTONE MOUNTING Lt—MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 100 8'-s' 6'-4' 9'-0' 8'-7" 100 8'-8' B'-4" LIMITED TO +64,-72 p.e.f. AND 0'-0- SPAN, SEE 1.7--MAX. SPAN FOR FLOOR/CEIUNG MOUNTING 105 8'-r' f__11* 8'-9" 9'-4- 105 8•-T 7'-11' FINAL M ON SHEET 7. INSTALLATIONS, 9'-2- 110 W-4'8'-7- 7'-7' FINAL MAXIMUM ALLOWABLE SPAN 15 EQUAL 70 THE 110 W-4" 7'-7' -* 115 W-2- 115 8'-2' r-3- SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN 9 t+`, -Ls+'. •L,- AND� 120 8'-0- 6'-11' 8'-2' B`-9' t20 W-01 W-11• (4)GO TO ANCHOR SCHEDULE MTTL FINAL MAXIMUM 125 r-LO" W-8' 8'-O' 8'-5- 125 r-10' 6'4" ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130 7'-8' W-5' 7'-10' 8'-1' 130 r-8' r-S" WIND ZONE PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR MINIMUMS SPACING. tis 7-7• e'-z- 1 7'-9- 7'-1' tis 7-7• 6-2' 140 7'-5• s-11• 7'-7- 7-6' 140 r-5" s-11' ASTM E-1996 SEPARATION 145 7'-3- 5'-9' r-5- 7'-3' 145 7'-3' S'-9" TO GLASS 7'-2• N-7' T-4' 7'-0' 154 7'-2" 5•-7" 155 7'-0' 5'-5• 1 7'-2- e'-e• 155 7'-0• 5'-5" 1 THRU 3 1" 160 6'-I1• 5'-2' 1 7'-1' 5'-7• 160 1 6'-11' 5-2' 165 6'-10- 5'-1' 7'-0' W-4' 165 6'-t0" 5'-1' 170 1 6-8' 4'-11" 8'-11' W-2' 170 1 W-9" 4'-11' 175 W-7' 4'-9' W-9- W-0• 175 6'-7' 4'-9` ISO e'-e• 4'-B' 6'-B" W-10' 180 8•-51 4'-Ir 1 H V B LA D E 185 e•-5' 4'-6' B'-7` 5'-8` 185 6"-51 4'-6" 190 6'-4' 4'-5' 6'-6• W-6' ISO W-4' �14V_31 -S- . 195 6'-3' 4'-3' 6'-S' 5'-5• 195 8'-3' 200 8'-2• 4"-2' 6"-4' S'-3' 200 W-2- -2' 205 W-t' 4"-t• B'-3' S'-t• 205 W-1• "'�.� FLOW ANG CODE lion High Velocit Hurricane Zone t 02017 TR.IECO,wa 02017 EASTERN METAL SUPPLY,INC. . 3 �" Accordion Shutter System *: ZT� E c o �N A.S.S.A. SLY ( #1 wl OR W/O t�V, MAX a TIWT 1E5T1NG do ENGINEERING COMPANY Afrie�CCn Shutter Sy9Mn9s x 11tZ IIATC WMLfIIY. a -�J��• Association, Inc t OLD 15-885 71x7 i GME o7/z7/17 ,r 81sb N.M.as 353. TnAMA 33114 Pa. (OS)e71-1530,Fw:(305)871-1331 4268 Westroads Drive DRAWING No ED-00tl6I c West Palm Beach, FL 33 01 4 17-107 WALTER A.TUff Jr.P.E. b SHE P.E. SEAL"/SfG14f+;ft1RE/DATE FLaRmJ. f 44157e I OR CONCRErE dyCHM ccs n S 11100 POURM A WALL H ADVANCED H W AWNS HEM NOUNRNO WAIL IIIFMER NOUMINC D WALL.SILL OUNT64G D WAW SILL OUNDNO C h WALL HEADER/SILL THRFIIDFTAPCOINO TECHNOLOGY MIT W W (� TRIP/ W/ NOUNIINC (It} 91322/1•GtSL 1RS1LE Nm ¢sol NWMAMK 1109YIR MM GEMN tcGm[I1®IE 11i Mw 19907 F1®1611a110 Ls¢913121 a�9Ar F109aL 9a•I9 ALL POINTS sono-SET 3p 40 90 120 Ido 30 40 00 75 90 120 160 203 30 40 60175100112011601 205 30 40 90 73 90 120 160 205 30 40 90 75 90 120 100 205 30 4o 60 75 9D 120 760 BLUE TAP 14 t2 10 4 7 t0 9 1 10 19 e a 5 s i 1 9 e a - x 1 9 a e a 7 TAPPER+ 14 a to 9 e e e • 14 12 10 9 4 0 0 6 14 12 t6 S e a a e 14 12 to 9 0 e e e 14 Ix to S e a IIa e a d a e e e e OR LESS 14 t2 ID 9 0 a 0 3 14 12 to 9 a s 6 a l4 12 10 8 s a 6 6 14 12 10 9 8 6 5 3 14 12 10 9 d b 6 a 6 a 8 a 6 d 6 as 14 /7 to 9 6 a a 0 14 17 f0 0 8 a 0 • 14 12 10 9 0 0 0 d 14 12 10 9 a e 6 - 14 12 10 e 5 0 e 0 d d 0 a d 5 e 7 U IZ 1D 9 a 8 • 4 14 12 70 • a • • 4 14 72 f0 9 0 a 0 a 14 t1 to 9 a 7 - 14 12 10 9 0 7 as - a 6 6 a a 7 a.s , 4-0•J1410 9 8 a 6 4 14 12 10 9 0 8 a 6 14 12 10 9 • 6 a • 14 12 10 9 0 e a.a - f 4 12 10 • 6 a d a 5 a 8 a 6 a 0 0 10 a s 4a - 14 12 10 9 8 8 6 4 14 12 f0 9 a a a 6 14 12 to 9 8 6 - 14 12 10 9 0 6 0 - 8 6 5 0 a s 6a 3 10 9 6 8 6 4 14 12 10 9 9 e 0 a ti t2 t0 9 8 e 8 e 74 12 to f a a - 14 12 10 9 5 a b - a a a s a a 7 �- -- - .0 9 a a�4a - 14 12 10 9 a d 6 Sa 14 f1 10 9 a a a 0 14 12 10 9 7a - - - 14 12 to 9 a as - - 0 b 0 0 73 5A 4 3 •.SEE ANCHOR.-.-.....__--._-..__-_..- 10 9 8 8 4a - 14 12110 9 8 8 5 33 14 12 10 9 8 8 6 •11141t2 10 9 5 1 - - 14 12 IO 9 a a a - a a a a a a 0 a 5'-0" 10 9 a 5.5 - - 14 12 f0 9 0 0 4S - Y4 1T ID 0 8 • 8 6 14 12 f0 9 a 3 - - 14 12 10 9 a 7 - - a a a a e 7 5 4 SPECIFICATIONS YO • 8 e 4 - 14 12 10 9 8 8 6 3a 14 12 10 0 8 8 5 6 14 12 10 9 8 - - 14 72 10 2 8 7a - a a 6 8 a 7.5 as 4 ON SHEET 13 t0 6 6A 3 - S4 72 18 9 8 8 43 - 14 72 f0 9 E 0 s d 14 12 93 73 4 - I4 12 9-s 7a •.a 3a - 0 a 8 7a 04a S.56•-O- 10 9 8 35 - - 14 12 f0 0 8 8 4a - 14 12 l0 9 0 e e a 14 12 10 9 8 4 - - 14 12 10 9 6 8 ♦ - a a a 8 6 8 8 7.5 10 9 a 3 - t4 12 ,0 9 a 8 - 14 12 10 9 a 8 as 33 14 12 10 9 4a - - 1412 10 9 Ta 4 8 A a a 73 d3 4 3 10 9 e 5 ^ 14 12 10 9 8 8 4 - 14 12 10 9 tl e e as 14 12 10 9 0 - 14 12 10 9 a 4a - 0 e a e e a 14 12 10 0 o 4 - 14 12 10 9 0 ea 3 - 14 12 td 0 e 8 0 - 14 12 a 4a - - - - 14 12 a sa 55 - 8 a a 65 3D 7--0,• 14 3 - 14 i1 10 9 tl 0 • - 14 12 10 0 8 - - - 14 12 10 14 12 10 0 4.5 - - 14 12 10 9 6 4 - t4 11 ID 9 0 7 4 - /4 12 t0 - 14 12 10 6 •a - 8 8 6 e 8a 5 3.5 14 12 10 9 7.5 73 - ^ 14 12 10 9 8 6 - 14 12 10 9 6 a 0 - 14 t2 t0 6 - i4 12 t0 ea 7 a d 5 d 7 a 4 14 12 10 9 8a J - - 14 12 10 p 0 {a - - 14 12 IO 9 d e - - 14 11 7 - ^ - - 14 17 7 as - A.�. 14 12 10 2 A5 - - - 14 11 10 9 8 4.5 - - 14 12 10 9 8 d - - 14 12 10 7 4 - - 14 12 10 9 6 3 _ = 6 a b a a 7a T 4 ♦SEE LIM ATIONS OF USE FOR t4 12 10 Ia 3 - - 14 12 10 9 a - - - 14 iT 10 9 8 6a - - 14 11 85 3 - - - 14 12 53 7 A 0 6 0 7 5.5 4 3 BLADE 1A ON SHEET 19 14 1 -10-T-9-T-3 ^ 14 12 10 9 8 4 - 14 12 10 9 6 8 - 14 12 9.S - - 14 12 R5 7a 4a - a a 6 7a a 4a - 14 12 10 6a 4a - - 14 12 10 9 74 - - 14 t2 10 9 e - 13 9a 4 13 9.5 L5 8 a a a3 3 4 3 9•-0• IL 12 10 as 1 - - 14 12 10 p 7a - - - 14 12 10 9 tl - - - 14 12 �0 3 - - 14 12 IO 9 SS - - - 0 0 0 e e 6.3 d J t4 }2 A.5 4 - - 74 12 to 9 ss - - ,i 12 10 9 Ta - - 14 tYa 44 - - i< ria Ta 5 a D 73 6 4 - 14 12 t0 0 4 - 14 12 f0 9 7 - 14 12 10 9 e - 1 12 5 - 14 12 a a5 - a e 0 cs 0.3 4 - 14 12 9a 5 3.5 - - 14 11 10-9r SQ - - 14 12 10 9 e - to 8a 33 - - - - - 10-O- 14 t2 9a 0 19 - - - ti V t0 • 5a ^ - - 74 12 to 9 a - - - 14 12 7 ^ - - - 14 12 10 7.5 5 - - - 8 8 3 8 a 7.0 4a 14 12 0a 3 - 14 11 10 d 3 ^ 14 12 10 9 6 - 14 04 3 - 14 10a 7 3a - a a 7 5a 4a 3A - 14 i2 9 W. 3 - 14 12 10 9 3 - - 14 t2 10 9 6 - 14 tt - - - - - - 8 e 7a 6 5 - 14 12 7 - 14 t1 10 - - 14 12 10 ^ - 0.0 a - Oa 8 1 e a 5 4 3.5 - 1i.�. 14 12 7 - - - - - 14 12 10 - - - - 14 t2 10 - - - - - ti 12 S - - - - ^ 74 12 10 - - - - 8 8 a e a T 3a 14 12 4 - - - - 14 12 10 - - - - - 14 12 10 - - - - 2s 2a - - - - 2.5 9a 0 - - - a 8 6 S 4 3 - 14 12 ea - - - 14 17 10 - - - - - I4 12 10 - - - - - 3.5 f0 - - - - 14 10 7 - - - e e 7 3.5 45 - - i4 12 5.5 - - - 14 12 10 - - - - 14 l2 10 - - - - - 9a 7 - - - - 9a 7 33 - - - - - 6 7 43 3.5 3.- 12'-0' - - 12'-0• 14 12 5A - - - - 14 12 10 - - - 14 12 10 - - - 14 12 4 - - - fi 12 10 - - d b e 5 e a J - 14 72 3 - - 14 t2 e ^ - 14 12 10 - to a5 - fa 6.5 4 8 6 eo 4a 4 14 12 e - - - - - 14 12 t0 - - ^ - - 14 11 10 - - - - - 2a 9.5 - - - - - 3.5 9.5 4.5 - - - 0 d a 5 4 - - - Q HY BLADE 0R 1 HY BADE 4 12 - - - - - - 14 12 - - - - - 14 12 - - - - - 9 4s - - - - - - 9 a - - - - a 0.5 4a 37 3 - - - 13'-0.14 t2 - - - - 14 11 - - - 14 12 - - _ - - 14 12 - - - - 14 12 - - - - D e 6 a 6 4a - - � 14 10 - - - - 14 12 - - - - - 14 12 - - - Oa Sa - - q'5 e - - a a a 4 33 - W/ tlfS1 HY WINDOW BLADE tt 12 - - - - - t4 12 - - - - - - 14 12 - - - - - 14 8 - - - - to ea 4 14 12 - - - - " 14 12 - - - - - 14 72 - - - - - - 6 3 - - - - a e - - - - - a e 3 - - - - WORKING IN UNISON 14•-O.T4-T2---Z- - - - 14 12 - - - - 14 12 - - - - - 14 • - - - - 14 12 - - - 4i 7 - - 14 12 - - 14 t - 10 4 - 10 7.5 - [61? 7A 5 4 J 14 11a - - - - 14 12 - - - - - 14 11 - - - Da 4 - - - D.s D - - - 0 6 4.. - _ .. - - - - - - - - - - - - - - - - _ ., - - - - - 14 ti 14 -15.s 33 315-0"j` - - - 1s - - - - - _ 14 14 _ - - - - - - - - - - - V - - - - - - 7 as 36 ] 33 - - - - - - 1f - - - - f4 - - - - 10 - - - - - 7a D 4 - - 14 - - - - - 7 - - - - - 0a sa 18•-0 t{ - - - - - - - - - - - A - - _ _ - - ! - - - - - a - - - - OA 1 Y7 `14 y9a - 7 4a - - - RORIDA BUILDING CODE Non High VelocityHurricane Zone ! �•.M- 030{7 tiL7EC0.tNO. 02017 EASrm NEPAL SUPPLY.INC. /-7r-i--LT-Ec-6 ,. A.S.S.A. KV Aa #1 W/OR /O KV .ter SyWNCIDW a teem TILIFT TESTING ac ENGINEERING COMPANY Alnorfam Shutbr Syshms aLseRli Gale tw4we 01: Lc Association, Inc. 1 OLD 15-085 27/1 we. 07/27/17 • 6355 Ka.ML 91.51,.W.V01000{0NWM i1.01a01 WI s� Pli:(J05)671-{530.F4a:(a0s)e71-1531 4268 Wbstroods Drives 2 DRAWING No - - 4SISi''••........... '\9 ltl`9$ 1.ee'^ - West Palm Beach, FL 33407 4 17-107 '"•.14AL 4• FLOFdW uc.0 44187 6 SHEEP P.E. SFhL-j'9KfwTURE/DATE • I i I 8PECIFICATiONS ON ANCHOR REQUIREMENTS•POURED CONCRETE OR CONCRETE 8 OCK S )RATES (SEL KDDK1Itcs F.R At H ON SHEETS 0 a 7) 1.AN040M 70 SUBSTRATE SHALL BE AS FOLLOWS; �AnT �oa�tT[ (A) TO EXISTING POURED CONCRETE(Mtn.re-J kd) WALL SIU.MOUNTING V CEILING MOUNTING A.^J FLOOR MOUNTING - 1/41*TAPCON OR UPCON WITH ADVANCED THREAOFORM TECAIDLOGY ANCHORS,AS MANUFACTURED BY I.T.W.MUEX.(Min.re 3 SRI) SINFUL - 1/4•A x 3/4"ALL POINTS SOUO-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT At SPECIALTY COMPAIM(Min,re« 3 Yn (}>) - IJ4 BLUE TAP CONCRETE ANCH6RS Wf CAP AS MANUFACTURED 13Y FLORIDA FASTENERS DIRECT.SNC.(Mtn.r0-2 Ita'.) 30140160173 90112011601205130140 60173 90 1120116012LS 3D 4G 80 7a 90 120 f40 203 TAPCOM OR - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED 8Y POWERS FASTENERS, INC.,AND DTSIRI(TUTED 6Y ALL POINTS SCREW,BOLT &SPECMLT ♦ } 9 to t lots a a t+ t iP 0 TTUPCOF018L TECHNOLOGY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED NNDCR REGLSIEt D WITH THE AMERICAN SNUITER SYSTEMS ASSOCIM1016 INC. 3'-0' 14 t1 t0 9 a 0 6 5 14112 1019 5 e 0 0 f4 11 10 9 6 8 0 5 00n.f e-3 TOAD 14 12 10 9 0 S 6 a 14112 t0 9 6 D 8 5 14 12 t0 9 a a 6 5 ALL POINTS SOLID-SET 14 11 10 9 b 6 6 7 14112 10 9 0 0 8 6 14 t2 t0 9 6 b a 8 BLUE TM W/CAP ROTES: 1{ 12 10 9 0 7 S J3 14 11 10 9 0 e e 6 14 !2 10 9 a a 6 6 TAPPER+ A.1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR UPCON WITH ADVANCED THRFADFORM TECHNOLOGY ANCHORS AND TAPPER+ t4 t1 t0 9 0 6 0 a 1+ i2 10 9 0 6 e e /4 /2 10 9 8 6 8 SA ANCHORS S t Jf4',AND FOR BLUE TM W/CAP ANCHORS IS i 1f2`. 14 12 t0 9 0 e e ♦ 14 12 tp 9 0 a 6 43 14 11 10 9 8 a 4 3.5 A2)MINWUU EMBEDMENT OF 1/4O x 3/4•ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE.NO EMSFDMENT 11 12 10 9 8 0 6 43 14112 10 9 8 8 6 S5 14 t2 10 9 8 8 6 4A INTO STUCCO SHALL BE PERMITTED 1/4-0-20 SS.MACHINE SCREW USED SHALL BE 1 T f2'LONG MINDR7M StiONRD STUCCO -- --- -- 14 11 t0 9- T3 S.e 3.6 - 54 12 10 9 6 d 0 S 14 12 10 9 a 7 aA 4 • ta8(A1ARC FOR EXIST,AND 1•MINIMUM FOR WALLS LATH NO STUCCO. 14 t1 10 9 0 b e 6 14 f2 f0 9 d d 6 a3 14 12 Ip 8 0 e e 4.5 a' 'M 511EET 19 5'-0' 44 i2 SO 9 8 7 4 - 14 12 10 9 8 6S S 3.5 14 12 14 a O.S S 33 3 A.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VETIEER BE FOUND ON THE DUSTING WALL OR FLOCII, -_ 14 12 10 0 6 7.6 43 - 14 12 10 9 8 A 6 4.5 14 11 10 0 a 6 4.6 .7a ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN 57AVC1URE BEHIND SAID NULL FINISHES,ANCIHORACE SHALL BE AS INOICOED ON - 1 12 93 T3 0.S 43 - - 14 12 10 9 8 73 4 f4 /2 /0 9 6 6 4A 33 NOTES Ai &A.2)ABOVE.FOR INSTALNATICKS ON NTri.SIORG Oft EN'S WITH OR WTEHEW METAL SPUDS CONSULT THIS ENGINEER FOR 6'-0• is 12 10 9 0 a 6 - 14 12 10 9 6 e e d 14 12 10 9 e a5 s 33 INSTMIAT12N INTO EIFS WITH METAL MOB SEE SHOT 20. 14 72 to 9 7 aA 3 - 14 12 10 83 7 53 4 3 14 42 a 63 S.S 4 3 14 12 10 9 8 5 - - 14 12 10 9 6 63 a 75 14 12 10 83 0 5 a - (8) TO EXISTING CONCRETE BLOCK:(ASTM C-90) f4 12 a tlA SS 3 - 14 12 10 9 0 0.5 4.5 3A 14 12 IO a 7 S 35 3 - 1/4.6 UPCON OR UPCON WITH ADVANCED THREADFORN TECHNOLOGY ANCHORS.AS MANUFACTURED BY I.T.W.BUILDEat. 14 t1 10 9 4 0 - - 14 11 10 9 8 T S 4 14 12 10 9 7.5 S5 i 3 - 1/4'0 x 3/4'ALL POINTS S0U0-SEF ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPE=TY COMPANY. 7'-0' 1 40 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC. 14 f2 10 0 0.8 4 - - 14 11 0 7A 6 4.3 S6 - 14 IOII 7 SS 4A 33 - - - J 11 12 1,130 0 63 7 4 - - 14 t2 t0 9 TA SS 4 - 74 12 9 J 73 43 - - - 1/4 t TAPPER+ANCHORS AS MANUFACTURED 8Y POWERS FASTENERS,INC.,AND DISTRIBUTED 8Y ALL POINTS SCREW. BDLY &SPECULT! 14 11 i DS 43 - - - 14 12 10 9 i3 8.3 4 - 14 12 9 7 5 4.3 3 - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR RECSIERED WITH THE AMERICAN SHUTTER SiSTENS ASSOCATIOIL INC. B'-0• 14 12 10 9 e 6A - - 14 12 10 9 5 a 4 - 14 12 10 8 63 8 3.5 - Nom: V/2 IF3 7 SA 3 - - 14 12 6 03 53 4 3 - 2.593 6 S 4 3 - - 9.1)MINIMUM EMBEDMENT INTO CONCRETE BLACK OF UPCON.BIM TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND IAPCQN 14 11 9.5 73 a - - - 14 11 9.0 0 6A 5 - - 14 12 5 6 eA 4 - - WITH ADVANCED 7HREADFCRN TECHNOLOGY ANCHORS 6 t•. 13 f.S a3 5 SA - - 14 12 10 6 e3-r== 14 11 a 53 3 4 9'-0• 14 12 10 0 8 - - - 14 12 10 9 73 43 - - 14 12 65 7 SS 4 - - 8.2)MINDNN EMBEDMENT OF 1/4'6 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 13 73 6 4 - - - t4 tt 7 S5 D 331- - 11 6 53 43 34 - - - EMBEDMENT INT}STUCCO SHALL BE PERAHRTTD.1/4'6-20 SS.MACHINE SCREW USED SHALL BE i I/2'Loma MINIMUM SHOULD STUCCO T4_12 8 13 4,5 - - - 14 12 63 7 63 4 - - 14 0A 7 ss 6 43 - - MO.AND I•MINIMUM FOR WALLS WITH NO STUCCO. 13 0A aA 4 - - - - 14 12 9 7 0 4.a - - 14 1 7 53 4A &S 14 11 t0 9 73 - - - 14 t1 10 a as S - - 14 12 6 e 5 4 - - B.3)IN CASE THAT PRECAST STONE,PRECAST COMORE. PANELS.PAVERS OR ANY VENEER BE FOUND O4 THE EXISTING WALL OR FLOOR, 14 103 7 3 3.5 - - 13 0A 03 a 4 3 - - 1 73 5 4 3 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INOICAIED ON 14 It 7.5 56 - - - - 14 113 9 6 a 4 - - 2.S 93 it 5 4 4 - - NOTES B.I)&0.2)ABOVE.FOR INSTALLATIONS ON NIM.WOO OR ETES WITH OR WITH=METAL STUDS CONSULT THIS ENGINEER foD a S - - 14 12 a 0.S 53 4 - - 13 10 a3 5 4 J FOR INSTALLATION INTO EFS WITH METAL STUDS SEE SHEET 20, 14 12 10 - - - - 14 12 9 7 0 4.3 - - 14 0.3 7 D3 43 15 11•-0' 2A 93 a - - 12 9 a 4A 4 3 - - 0 443 34 3 - _ (C) ANCHORS SHALL-BE INSTALLED FOLLOWING ALL OF THE MCOMM94DAMM AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER 14 10 7 - - - - 14 Ia6 7 5.5 43 - - - 13 6.a a3 4A 7S - - 9A 7 4.S - - t4 t3 7.3 6 5 - - !2 9 e t,5 4 - (D SEE SCHEDULE BELOW FOR EDGE DISTANCE 9,0 VERSUS WACND RELATIONSHIP FOR ANCHORS. 12'-0' 14 12 10 - - - - t4 12 a as a3 - - - 13 10 es 5 4 - - - EDGE DISTANCE VERSUS SPACING SCHEDULE. FOR ANCHORS, fA 6.8 4.5 - - 1t a &5 4 35 - - 41 6 4 3 - MWAIUM ANCHOR SPACINGS ARE VALID FOR EDGE DISFANcES INOcUED BELOW.FOR E O.LESS THAN THE INDICATED,REDUCE ANCHOR SPAMG 33 9A 6 - - - - - 13 93 8.0 3 4 - - - OA 0 S 4 - - - - BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLDWNG FACTORS. 9 LS - - - - 14 1 7 a5 4.3 - - - I1 a3 SA 43 33 - REDUCED SPACNNO USING FACTOR SHALL NOT BE LESS TRH.MNIMUM1 SPACING INDICATED FOR EACH ANCHOR TYPE" 73'-0' 14 12 - - - - - !4 1137.8 6 5 - - - 12 9 a 43 4 - - FACTOR 03 e - - - - - 10 7A s 4 3 - - - 73 Sa 4 3 - - - - UPCON WITH ADVANCED TAPPER + 23 63 - - - - 11 9 e 4A 4 - - - 94 7 5 4 - - - UPCON TIRED Hpy�y ALL POINT SOLID SET BI LIE TAP W/CAP �.5 PACING e a - - - - - 13 9A a8 - - - - OA 73 5 4 - - - DID? 14 11 - - - - 14 103 7 5A - - - - it 93 63 43 - _ _ MON.SPACING- YIN.SPACING W J' MDL SPACING 3 1 Z' FRA,SPACING.J• 33/4- 4" 14'-0" 10 TS - - - - - 9 7 4A 33 - - - - T 5 JCI 3 - - - E.D, Y T21FD CiiNG m 014M BODE POURED CMCAETE& POUtiF9 11$1E t Eum capm cC N RE;E BIITt 11.5111 - - - - 11 a 13 43 - - - - 9 e3 a3 - - - - ELL BLACIc MR Ea•3 1/Y NIX ENL•2 1/YCONCRETEMR. 3 lHtacK MR.E%-3 1/$WL Ea•21/Y i4 - - - - - - M. J3 10 Nu - j os e e - - - �L4DE WORKING J• 1.a o.IiO iD 0.78 1.0 0.54 lA-0' 4 _ 63 33 2 1/2' 001 1.0 - - QB7t.0 !p - - - - - ee3 e 4 - - - _ IN UNISON ♦ 2• _ 0.7t - - - 0.51 - t. 43 - - - - _ 1 `J/4' - OAt - - - L43 4 - NTa3 - - - t 1 0.35 - - - D JB a 4 - = - - - FLORIDA BUILDING CODE(Mon ( h Velocityurricane- __Tne f (E T 02037 tATECO,INC. 02017 EASTERN METAL SUPPLY.INC. BERTHA TM OSSA Accordion Shutter System 1 L E C 4 �t4 c ■ ■ ■ ■ xv a"#1 w/at W/o Kv wtNDDw am a = ? Ame lean Shuffer Syshnlo OLsawrtw1 GATE DRAWN er Lc TWT TESTING & ENGINEERING COMPANY 36&SL.SV.307 Wme�AA cAI1D08 YLeMpA 33161AI6SCCfCfiOn, Ano. t OLD 18-abs 7 i DATE 07 27!77 -�• r 41 Ph-t(305)571-1330.Fax:(305)571-1531 4268 Westroads Drive 2 DRAWING No • •.. Q�IdI'► 4A4 4-m40:ta.Eoofaot.. West Palm Beach, FL 33407 3 4 17-107 « E8-0OO6719 n,�etE.i, WALTER A.10.18 Jr.P.E SOW O - P.E. o l7xxt71tt/DATE FLOta i 441x7 ; SHEET