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HomeMy WebLinkAboutProduct Approval Vida�` nn rlt`� BCIS Home ; Log In � User Registration Hot Topics 1 Submit Surcharge Stats&Facts Pi usines Product Approval -ria F USER: Public User ro fe s s Regulation Product Approval Menu > Product or Application Search >-Application List>Application Detail : a 41- FL# Application TypeRevision Code Version - 2014 r 29MA ^ : Application Status Approved k .. � . � r Comments. Archived _.. Product Manufacturer Town and Country Indus } � pAddress/Phone/Email 400 West McNab Road G . � _ Ft. Lauderdale, FL 33301. s � (954) 493-8551 tomj@tc-alum.com Authorized Signature Frank'Bennardo frank@engexp.com #� Technical Representative Thomas B. Johnston Address/Phone/Email 400 west McNab:Rd. Ft. Lauderdale; FL 3330! � (954) 970-9-999 tomj@tc-alum.eom. r - s� 4 Quality Assurance Representative }NT 5 4 Address/Phone/Email 15 Category, Shutters Subcategory Accordion .. CompliancA Methn�1., Evaluation Report from _ � k 4 Florida Professional Engi � � <` I Evaluation Report I Fla y 6RDO,P.E. E.A. -ESSENTIAL FACILITIES ACCORDION EXTREME DUTY ACCORDION FOR ESSENTIAL FACILITIES -ASTM 1996 LEVEL"E" 80 FPS LARGE MISSILE RATED = N0. 's*I ; ASTM LEVEL E&ESSENTIAL FACILITIES �.,���` GENERAL NOTES: m> W W 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING Q (C(��OD))E,'THE INTERNATIONAL RESIDENTIAL CODE(EIRC)NAN.THE INTERNATIONAL BUILDING CODE L9. . DEFYNEDIN As M1E1996-09 FOR USE OUTSIDEITHE HIGH VELLOC TY HURRICANE ZONE ONLY ES AS MAXIMUM ALLOWABLE MAXIMUM Z N_0 (NON-HVHZ,SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. DESIGN PRESSURE PANEL SPAN W, .+w 3 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE +110 PSF/-128 PSF 11'-0" `u3j DETERMINED PER:SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE C Yi x REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7 AND OR CHAPTER 1609 OF THE 9 FLORIDA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN DESIGN NOTES: PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY WITHIN THE LIMITATION STATE i HEREIN. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH ASTM E1886/E1996/E330. WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 JOB-SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. m SAFETY FACTOR. SITE-SPECIFIC LOAD WIND LOAD REQUIREMENTS SHALL BE S. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REpUIRED FOR ALL WIND DETERMINED IN ACCORDANCE WITH ASCE 7 AND THE FLORIDA ZONES,INACCORDANCE W1TN ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL BUILDING CODE BY SEPARATE ENGINEERING.CERTIFICATION AND y CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. SHALLBE LESS THAN OR EppUALTO THE POSITIVE OR NEGATIVE 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND DESIGN PRESSURE.CAPACRUY VALUE LISTED HEREIN FOR ANY LOAD DURATION FACTOR Cd 1.6 WAS USED FOR WOOD ANCHOR DESIGN. ASSEMBLY WITHIN THE LIMITATIONS STATED HEREIN. w'3 il 7. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE.FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN,A LICENSED t '9 (� 4 ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN 1—~a a. CONJUNCTION WITH THIS DOCUMENT. 6 B. USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61GIS-23 OF THE FLORIDA ;7;5 a p m 3 ADMINISTRATIVE CODE. VARIES – NO LIMIT o'0 5 K m 9. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE O N.<< CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR u� TION Ii VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM P.SECm E a THE STRUCTURAL SUBSTRATES DETAILED HEREIN.- p 10. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING �i.• °uS ti OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUUMENTS BE PREPARED,SIGINED,DATED AND - TOP TRACK 6 p SEALED BY A LICENSED ENGINEER OR REGISTEREd ARCHITECT WHICH DETAIL AND JUSTIFY THE 4 p DEVIATION ASA CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL. o g 11. EACH SHUWER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM m v INFORMATION: TOWN&COUNTRY INDUSTRIES yyoo FORT LAUDERDALE FL O o MFLORIDA BUILDING CODE APPROVED ISSILE LEVEL E-ASTM E1886 E1996&E330 D_ PLAN 12. ALSLI XTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 2S VIEW K.13. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A Ld MINIMUM TENSILE STRENGTH OF 60 K.S.I. U.O.N.POP RIVETS SHALL BE 1/4"0 OR 3/16"0 SOS2 ? a V. I ALUM.ALLOY.INSTALLATION ANCHORS SFIALL BE CADMIUM-PLATED OR 0YYHERWISE .'� CORROSION-RESISTANT MATERIAL AND SHALL COMPLY WITH"SPECIFICATIONS FOR ALUMINUM = _ p STRUCTURES"SECTION 1.3.1 BY THE ALUMINUM ASSOCIATION,INC.,&ANY APPLICABLE FEDERAL, W •g�a STATE AND OR LOCAL CODES. A 5 14. ALL SF;LITT</RS SHALL HAVE A LOCKING MECHANISM CONSISTING OF A THUMBSCREW AT CENTER OR p SIDE CLOSURE AS DETAILED HEREIN. Z ul IS. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS RE,UIRE. u5 16. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS AS g SPECIFIED HEREIN. 17. ALL DISSIMILAR MATERIALS SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE ABOVE-NOTED E BUILDING CODE. i BOTTOM TRACK HR CDPYPI(iXfiPMll(LBEIMMDDP.E (L a 15-2340 " v LOCKING MECHANISM SEE senLE+ j TYPICAL PLAN VIEWS PAGE a °", F.A.ESSENTIAL FACILITIES TYPLCAL ACCORDI'ON.,. y HURRICANE PROTECTION SHUTTER. ELEVATION: � LJ 3.416• `r'�� :. ..�t1.Q�QO'• ta2r .133' STAINLESS STEEL ASSEMBLY e` ,130' m .012 ' IV .320mOLE 14 x 2-3/4"410 HT S,S. •O 30.225' ,314" NYLON P�—INSERTSCREW W/ �'� ?A ,00F ��.59 .050' INTOerC-ULTRACOTE COATING i e o .O5 .043" 325' 1.100" WHEEL TYP 70P b BOTTOM) •�.310• m .150 240"219" 630' tu N 0 2WASHER, p .0308 .0.056' TYP.AT EVERY OTHER 7/16"0 x 1/2"@ INTERIOR JOINT TOP INSIDE JOINT AT TOP. 7/16"0 x T p INTERIOR JOINT BOTTOM ZL_L ,>U"4. i 5' ALL EXTERIOR JOINTS OTYP. HR SLAT O CEILING HEADER/SILL /6.8'STARTER a ROLLER ASSEMBLY O BUSHING ASSEMBLY DETAIL SCALE:HALF SIZE SCALE.HALF SIZE SCALE,HALF SIZE SCALE:HALF SIZ£ SCALE:HALF SIZE ul p W J..,►2s6' . I ' 2.702" 2.542" m ' 3 .1 $'�•�SA/OS.S o4 Wat m .125 .f S' 190^ .250" N 2.k05" ,465" 2.216" 2.289"2" ' 1.200" .00" 2.2 0' .250 125oN 4 aN�z 125. " 125 .190, N.^W�Nnn 2.750• ORAINGUARD `�J OUTSIDE CENTER MATE INSIDE CENTER MATE' SCALE.HALF SIZE `✓ SCAL£.HALF SIZE SCALE.HALF SIZE o S o0 a 5 5 ' .3750 .Egi #10-24 THUMB SCREWt c !na .256•" z cW o HEAO STYLE VARIES w a ®z !(Y1f Wn N I 7000' L 1 4-20x1 OR 5 18-18x1 FOR USE WITH ggpgg M�CHINE SCREW STAINLESS Q AND v8 ONLY t6� � STEEL cormlanrFiwtcorAwnooF.E g}2X7 ANGLE 11 THUMB SCREW 12 SLIDE ROD 15-2340 `✓ SCALE.HALF SIZE SCALE.FULL SIZE .SCALE+HALF SIZE scALE.. PAGnRESCAiPT1RN4. ^ EA E,nnENTIAL FACILRIES ACC0AaONAN 7 - i rv1c 11L1�11�4 EXISTING GLA'SS EDGE ,, "•q�/� i ALT,DIRECTION OF ANGLE LEG EDGE DIST. (INTERIOR) DIST• o f gg�e EMBED. EXISTING GLASS 'x-o L9$T..D OF CYu'4�J � N I 90 AN, 41 (INTERIOR) 3 "' IN.0.093"THICK 6063-T6 SILL ' � ,�- ALUM.ANGLE 1"x 1"MIN, (INTERIOR) TO 2"x'5"MAX.(ANGLE LEG Z' MAY BE REVERSED) 1 ANCHOR R 18"O.C.(USE ANY Y m�w o ANCHOR SHOO WN IN ANCHOR ..Ni O 3 u a 1 SCHEDULE). 6.00 fTYP.I H12 x 1/2"GALVANIZED 7 8 �z3S 3 J OR S.S.SMS,3/16"0 ALUM. (EXTERIOR). POP RIVET,OR 1/4-20 1 1 .M Q MACHINE BOLT b NUT 12 11 H TYPICAL,PLAN VIEW.' 1e"D.C. To b 1/4-20 THUMBSCREW a SCALE.3".i l'-D" BOTTOM INTO CENTERMATES 1/3 (EXTERIOR) TO 2/3 SHUTTER SPAN M N 1/4-20 THUMBSCREW MULTIPLE SHUTTER ASSEMBLY m INTO CENTERMATES 1/3 SCALE:3" TO 2/3 SHUTTER SPAN 1 =�g R 11 12 9 -a Do' UTILIZE(1)1/4"ELCO ULTRACON ,oa a 6m' EACH ANGLE WITH 1-3/4"EMBED TO ALUM. TUBE q 2.70 KSI MIN CONCRETE,2-1/2" 6063 T5 ALLOY ©' t0'<qZ 4 - EDGE DISTANCE.3"MIN SPACING SEE 1 -.--__- (PROVIDE 1/2"MIN ALUMINUTA q FOR SIZE. `'4 ANGLE EDGE DISTANCE) ��,J W R /S 3 b 1"x2"x1/B" -w os (INSIDE) oR z•'x2 x vB" 1 d e F ALUM.ANGLE(ANGLE fO LENGTH SHALL MATCH 3 THE WIDTH OF THE Vis ' TUBE BEING UTILIZED). RIVET ALUM.POP ' 3< 1 3 (A 1BT D.C.OR O12(TYP,MS k1 THREE 3/16"8 ALUM g lU D. S'LL Rim POP RIVETS OR @ O1 THREE M12 SMS,TYP. Y8 IXISTING GLASS t�K 2 72 7 B CC3 TYPICAL CORNER CLOSURE DETAILS 'ggg�ggy� 1/4-20 THUMBSCR W NTS n a e J INTO CENTERMATES 1/3 (OUTSIDE) TABLE A(CC3) a 'h TO 2/3 SHUTTER SP N aa � PRESSURE VS ALL/OWABLE LENWH �3 3iy3 g TYPICAL OUTSIDE CORNER CLOSURE 11 PSF 2No 0%08 3No B%OB° R " CC1 DETAILS WO/CORNER POST - - - - Q 62 130" 132° NTS 72 124" 132° CAPIAIW9FMIULSfIWR00P.E. - 1 92 319 132' 15-2340 SILL 92 114° 132' SCALEi:. 102 110" 132" PASS F. l;T10N: •'EA ESSENTIAL FACILITIES y� 120 104" 132" •.ACCORDION SHUTTER OCC2 TYPICAL INSIDE CORNER CLOSUREF S GLASSNG 129 101° DTs AILS WO/CORNER POST �LS tU1N1N$bF/F . C2 CONNECTION TYPEa0 • 3/16•'0 ALUM.POP REFERENCE ANCHOR XISTING ,j � RIVET OR#12 SMS SCHEDULE FOR MAX. STRUCTURE SPACING Q 18"O.C.(TYP.) - 1/4-20 MACHINE BOLT *' CS CONNECTION TYPE W/NUT(lb 12"O.C.OR 3/16 RIVET OR#12 SMS 1 REFERENCE ANCHOR q u1 Sul QF t SCHEDULE FOR MAX #14 SMS(@ 6"O,C, s (ol 18"O.C. OR 114-20 .3 ,cyPACING—.----- 1J (TYP.TOP&BOTTOM) NUT&BOLT(TYP,). UTILIZE 11)1/4"ELCO ULTRACON61/21, ALUM.7U8E EACH ANGLE WITH 1-3/4".£MBEO TO 6063•-TB ALLOY 2.70..KSI MIN CONCRETE,2-1/2"EDGE � W I- SEE TABLE R FOR SIZE, DISTANCE,3"MIN SPACING(PROVIDE _ 3 '1/2"MIN;.ALUMINUM ANGLE EDGE wa 2 a ZQ ;,U DISTANCE). FON } .d t7 d V x 211 x.093"6063-T6 • r ALUM.ANGLE,TYP.. THREE 3/16"0 ALUM. U Lm 2ua POP RIVETS OR - UilU2E,{,g'' 1 X*- W 3 THREE#12 SMS,TYP.. _ d ttLLLL111WWW lu 51 TABLE'S(ccA) X w 3 E `� V x 2"x 1/0" GLASS FROM CUSS 0 K m$ PRESSURE VS ALLOWABLE LENGTH R 2•'x 2"x 1/6" 'OR DOOR m �o w.. 2"x2"x3 0" 3"x3"x1/8" ALUM.ANGLE(ANGLE {{,, F- 0 PSF wrmdro WITH-- i LENGTH SHALL MATCH F• THEBEIWIDTH OF THE 62 113" 132° TUBE BEING UTILIZED). v=i 72 107" 132" Pi 82- 101: 132" 92 132' /\/�^'1�j Cq ALTERNATE BUILD OUT MOUNT SECTION P 102 •90" -132' t.C/ TYPICAL CORNER CLOSURE DETAILS' SCALE,3"=1•-o" w 9 120 83" 122° c..J NTS 128 .79• 117" wT Ay m EDGE EDGE \ m S d DIST. DIST. _ ���77T��\_..,. ASTENER(1D t8"O.C. (USE ANY ANCHOR SHOWN g IN ANCHOR SCHEDULE). s EXISTING CONCRETE, ' R BLOCK OR W000 FRAMING EDG£ Isr CONNECTION TYPE w REFERENCE ANCHOR 2"x 2"x r a w SCHEDULE FOR MAX. 090"bOb3-T6 " GLASS 4.91 MN. 1 £ E SPACING ALUM.TUBE TYP. OR.00OR--- .SFpAF ON FROM m F� "' 2 Ilk 5,5,MACHINE '_ SCREW EW 8.NUT '0�� 12"OIC. Q Q� SS 2"x S"x 1/8" x: i/4"MAX.FROM PIN OR DOOR FOR X GUID TO BUSHING 1 d F- x CONTINUOUS ' = d 2 ALUMINUM ANGLE 2 E WASHER ITYPJ - UTIU2E 4.81" ti•, ' OPTIONAL ANGLE INSIDE � s : EXISTING CONCRETE, tON, iv 3 ORIENTATION TYP. 3 P'zBLOCK OR m FRAMING WOOD OM SS. j ©OR as 3"x 3"x 1/4"CONT. REFERENCOE ANCHOR R " Li 6063-76 ALUM.ANGLE •• SCHEDULE FOR MAX. (MAY BE REVERSED SPACING .O CEILING / INSIDE MOUNT SECTION .. s AS SHOWN DASHED) WALL MOUNT SECTION C0PY0ETFRWL.8ENN WFA. T 1 SCALE,3".T-0" 15-2340 12 x 1/2"GALVANIZED R S.S.SMS,3/16"�ALUM. (OUTSIDE) PAGE OESCAIP7IGN: .DP R[V£T,DR 1/4-20 - EAESSENMFAGUTIES ACHINE BOLT&NUT Accti msN.. 18"D.C. SIDE CLOSURE OPTIONS SCALE,3"=V-O" � ANCHOR SCHEDULE: CONCRETE 2.5"MIN EDGE DISTANCE LOAD Soans UO To fi'-0' Soans U0 To 8'-8'• SpanJ18:&" A �ST nc rn (Psf) CONN TYPE CONN TYPE ClO W O ANCHOR z Cl. C2 C3 Cl C2 C3 Cl 3 _.. 1/4"lTW TAPCON WITH 48 16 0 16 0" 16.0" 16.0' 16,0" 11 0" 16.0 16.0" ° ANCHOR NOTES:1-3/4"EMBED(3 WITHMlN 67 .'160 16.0'.' 12.5" 16.0"' 16.0" 75' 16.0 "CONQ g0 16.0. 16,0' 10.0" 16.0"- 16.0' 6 5' 33.0 5" 1. ONLY.ALLOWAPANS AND B E STO M SHUTTER SPANSF OR SPECIE C LOADS MU TC EG-7.5" 12.5" 5.0' 10.0 5^ LIMITED TO MAXIMUM ALLOWABLE SHUTTER SPAN ILLUSTRATED HEREIN Pg 1), U2B13 5 42.5" 5.0" B.5' 7.0" 3,0` 6,5' (,1/4"ELCO:UITRACON WITH 48' 160 16.0" 16.0" 16.0" 16.0" 10.5" 16.0 16 0 7,5" 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, Z .L m Z O 1-3/4'EMBED(2700psI MIN 62- 16*011 16.0" 12:5" 16.0" 16.0" 7.5" 14.0 13:5"- 5.5" ANCHOR TYPE AND El DISTANCE.SELECT DESIGN LOAD GREATERTHAN OR �z5 CONC) 72 16 0 16.0" 10.0" J7.5" 36.0" 6.0" 31.5•' 10.5" 4.5" EQUAL TD NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER 0. $�i THAN OR EQUAL TO SHUTTER SPAN. W 90 16.0" 16.0" 7.5" 16.0" 4.5" 8.5" 7.S" 3.5" w 3 �' @ 12E 42.0" II.O" 4.5" 3.0" 5.5" 4.5" 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. (A cc1/4"ELCO CRETEFLEX SS4 48 16.0" 16.0"' 16.0" 15.0" 16.0" 16.0" 11.0" : p w4. EXISTING STRUCTU(REMAY BE CONCRETE G0.0UT ILLED OR�H�))OLLOW ,O wRM CONC)EMBED(9750ps1 MIN72 16.0" 16.0" 14.5" 8.5" 15.0" 13.5" 6.5" FRAMING EREFERENCE ANC OR SCMEDULEFFOOR PROPER ANCHO�i OfYRPEBASED ON90 16.0" 16.0" 10,5" 6.5" 11.5" 9,5" 5.0" TYPE OF EXISTING TRUCTURE AND APPROPRIATE CONNEGTlON TYPE.SECCONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION.TYPE. 128. 15.5" 14.5" 6.5" 4.0" 7.5' 60" 3.0" S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE LOAD 1"MIN EDGE DISTANCE ONLY,AS DEFINED IN ACI 355.2. i (Psf) Cl C2 C3 Cl C2 C3 CS C2 L3 U4°ITW TAPCON WITH 48 16.0" 16.0" 7.5" 16.0" 16.0" 4.5" 16.0" 16.0" 3.5" 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED 1-3/4"EMBED(3192ps1 M]N 62 16.0". 16.0" 5.5" 16.0" 16.0" 3.5" 13.5" 13:0" IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT CONC) 72 16.0" 16.0" 4.5" 15.5" 15.5" 3.0" IIA" 10.0 FINISHES.SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER w $ 90 16.0" 3.5" 11.5" 10.5" 8:5" 7,0" , 129 11.5"• 10.5" 7.0" 6.0" S.5" q.5'• 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING.CONDITIONS 1/a"ELCO ULTRACON WITH 48 16,0" 16.0" 12.5" 16.0" 16.0" 7.5': 16.0" 16.0" S.5" VARY.FIELD VERIFY THAT FASTENERS ARE INTO ADE QQDATE WOOD,FRAMING N rn ¢m MEMBERS,NOT PLYWOOD.FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR 7•�e O PT 1.3/4"EMBED(2700ps1 MIN �.72 16,0" 16.0" 8.5" 16.0" 16.0" 5.5" 13.5" 13.0" 4,0" SIDE CLOSURE PIECES, CONC) 16,0" 16.0" 7.0" 15,0" 15.5" 4.5" 31,0" 10.0" 3.0" 2 of m fes' 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER �16.0" 16.0" 5.0" 11.0" 10.5" 3.S' 8.0" 7.0" SHALL BE LOCATED IN CENTER OF NOMINAL 2°x 4°(MIN:)WOOD STUD.3/4" V 11.5" 10.5" 3.5" 7.0" T. 5.5" 4.5•' tp g EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING, G SCREWS SHALL c ` z LOAD 1-1/4"MIN EDGE DISTANCE HAVE PHILLIPS PAN HEAD OR HEX HEAD, 1/4°ALL-POINTS SOLID-SET u ANCHOR W/7/8'EMBED& JPSO Cl I C2 C3 I Cl I C2 C3 I Cl C2 C3 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2"ENGAGEMENT OF THREADS IN E 3 1/4.20 SS MACHINE SCREW 48 16.0" 16.0" 9.5" !fi.0" 16,0" 5.5" 13.5" -14.5" 4.0" BASE ANCHOR AND.MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER a oo g (3000pi MIN CONC) 62 16.0': 16.0" 6.5" 13.5" 14.5" 9,0" 3.0 HEAD(SIDEWALK BOLT),U.O.N. v 72 16.0" 16.0" 5,5" 10.5" 11.0". 3.5" 7.5" 7;0" ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USE. 1-0 90 13.0" 14.5' 4.0" 8.0" 7.5" 6.0" 5.0" ♦ DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, c • 5.0". 4.0" 4,0" 3.0" / O pb 128 8.0" 7.5" NUT OR WASHER WINGNUT. ' 5 3/4'ALL-POINTS SOLID SET LOAD 3"MIN EDGE DISTANCE ANCHOR W/7/8"EMBED& sf -Cl C2 C3 Cl C2 C3 CI C2 C3 10. MINIMUM REQUIRED CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR 1/4-20 SS MACHINE SCREW 48' 16.0" 16.0" 16.0" :16:0" 16.0•' .13.0" 16.0" 16.0" 9,0" SCHEDULE AND SHALL BE VERIFIED BY OTHER SEPARATELY. - (3000PS1 MIN CONC) 62 16.0"' 16.0" 15.0" 16.0" 16.0" 9,0" 16:0" 72 16.0, 16.0" 12.0" 16,0" 16.0" 7.5" 13.0" 12.0" 5.5" 'E 90 16.0" I6.0" 9.0" 13.5" 12.0" 5.5" 10.0" -8.5" 4.01' $ k R _ 128 13.5" 12.5" 5,5" 8.5•' 7.0" 3.5' 6.5'• 5.0" ' d6 1/4"POWERS SS DROP-IN LOAD 2-5/8"MIN EDGE DISTANCE - -�Cg W/1/4-2055 BOLT AND s0 Cl C2 C3 CI' C2 C3 Cl C2 C3 �+� 51 1"EMBED(3000ps1 MIN 48. 16.0" 16.0 16.0" 16:0" 16.0" --9,5" 15.5" 16.0" 6.5" R CONC) 62 16.0" 16.0'! 11.0" 6.5" 10.5" 4.5" D q�...,,, 72 16.0" 160 9.0" '12.0" 12.5" 5.5" 9.0" 8.0" 4.0" .ONE= 90: 15,0" 1 16.0 6.5" 9.0" 8.0" 4.0" -6.5" 5.5" 3,0" ' 128 9.0" 8.5" 4A" 5.5' 4,S' 4.5" 3/8"POWERS SS DROP-IN LOAD" 3.1/2"HIN'EDGE DISTANCE gas W/3/8-I6 SS SOLTAND (sf Cl :C2 C3- .CI C2 C3 Cl C2 C3 M ®e y 1"EMBED(3000psI MIN 48 16.0 16:0" 16,0" 16.0"' 16.0" 10,0" 16.0" 16,0" 7.0" ®@@ CONC) 62 16.0" 16.0" 11.0" 5.0" ? @ a 72 16:0" 16.0" 9.5"- 13.0" 13.0 5.5 9:0" B.5" 4.0" 90 16CPPYRNRTHWA(LSE1,WWRE 10" 16.0" � 7.0" 9.5" B.5"• 4.0" 7:0" 6.0" 3.0" 128 9.5" 9.0"- 4s" 6.0" 's.B" &M 4.5' 3s" M 15-2340 SCALE:: -. .60 6 DESCRIPTION, gg E.A.ESSENTIAL'FACILITIES 83 'ACCORDION SHUTTER LL �tl • • * \ / MENOMONIE MR1W�i�iSyS:yiII:'�:a.i����y�i�18I�Q�•Y.��iSa'J���ii'8;:�alp��ii8ya��RY8•q��lt�ili'b'I.ti;:.���tSdYISBa •� �`I S�'? iI1ffmagum E�mum. EGf ffr-rm ffrMoff-f-#Q E W-j"1 offlom 1 )E IESlK '�� s"sPrownromm woorFmlE MUM mWIME.TWO .. STIFOIMEVEM www"Rem lumamm Tl/r MIN EDGE DISTANCE 3"MIN EDGE DISTANCE m�[S�E�E�f3�1�E�t:3��1%///f/r//EC�E�SIm•�M�m•��� — �m•i�'///,l�/%E��%%l'%//.ER�Eb�"%�/%/.®�i4F��mlm•��''ffi,�%/, iS� �m�%Jfff/fit%• �E 1E" mi� gas� mmImmm[m i % /J//fW"/ % %r//m21!%�%P%RO1%R/i%/H/fJ/r///. %/��Yi%%%% r/*,'W/ ©••Ts�,Ct.tTi 7TH��� _ .� 0®dim•���®I�I�i%///y/%iEE4��E4F�m1�1�m1m��%/,l/�11// " mmt�mlElm•%//Jff/%ism!''//iY,6Y///..�Mm•m•I�mi''///fiiS"/%ism•''//fStX////i - iE#®�EL1ft�m•"'///kY///.�3��i/Jh1%/r: ��im•�Fi�m•%ff%///.me"I'lY//}fr/ mm. r�fm.� ilii ryir/iii%rrr,.iJ111Y e�m. im.me frifJii ii�rrir�r .x%yri� , mrKm NOYJfRU%9r%'/JJf100/1.'///161//fJrf/r%i///d/rl/%'//L/// �EF�%f/rf/%i%/J1�r%%//%/%'/f%yi//%/f/?/�%%/�%%1fIWr//.. t mECE�E� 1m• '' i�@L3�m•ilIDli �iE�SUMMKTnwmm ANCHOR W1 1-1/4"EMBED lummEm 4 iE�m•mMm•mNExm•wlel/IIS //f/1%iitE��t��m•''//%�//m• m�0w0W%1f/ M me�i8%%//1r/it� ''/J/Y,11rf/r.'`//%/%/lima@mm6�oulmwllrGi l� mmrl�lm.®�l�r/J l�� im "/// m.rA-,m—rNrl—A,—Ml3Mlff3 MrrfJro Q t ■ mc�lr��/J%///�l�le�//1iJ/lmRJfclf%i%11r/��ac�r�l>�iJf,�i,��.�r 0110110EaV,VZ///�%%/ %%//////IIII aNM,M W T*m�w-,m /a/%/////�i.;�/ool;%//J/�Emai2mKm�0mAKI Aim•'/fX3'// J//Of////rr,0JG/fr/.''//%fo/ >FRmom•-''//frf////I�if/Yrr//i ///%ffff///%/////%.%//r///Iii //1Jrl%i%r///J%/%h�`//%�%///, ///'//ff//%%////f//%///%//a l '///%/%i%///ly//%/1 `%1.%/!/11%///y/y/1%i%%r%/r/11"ll/.. _ llzllWa3mm-=m I— mc-mom >�E[E�iE� � Q]�fiYflt?i ffilmimr��lr %s//%�l�% // m» //.Y/%/Ew.*io%Mmlf'1//IF=Ks0f////W/ , %j%r%'//%%Jr/.•'/r"Wlr f//% %� /✓�/rf al>sIr� r/a,.� r/%�r % ��� WWII i®®t#!1 K.L54 �%/ i ANCHOR SCHEDULE: HOLLOW CONCRETE �Sf SOF ANCHOR SCHEDULE: WOOD (G=0.56) �]N3, 2"MIN EDGE DISTANCE - 3/4°MIN EDGE DISTANCE "kill Spans Up To 6'-0"' SDans Uo To 8'-8'• S.p'ans UD Ta 3!'-4". i Spans Up To 6'=0" Spans Up To B' Spans Up To IS'-0" z Z�W x``„X t.� LOAD CONN TYPE CONNTYPE .CONN TYPE LOAD CONN TYPE CONN TYPE CONN TYPS L• y U�w�,, o ANCHOR (Pst) CS 42 C} CI C2 C3 C1 C2 C3 i ANCHOR (Pat) Ci C2. C3 CS C2 C3 Ci C2 tl u Z = III q nQ 1/4°POWkRS TAPPER+W/ 4H 35.5" 15,5" 6.5" 30.5" 30.5" 40I" B4O" 8.5•' 1/4"LAG.SCREW WITH 1.3/4 48 16.0" 16:0" 115" 16.0" 16.0" 7.0" 16.0" 16.0 5.5•• 1-1/4"EMBED 62 12A" 12.0" 4.5" 7.S' B.0" 5.5" 5.4" MIN THREAD PENETRATION 62 16,0" 16.0" S.5' 16.0" 16.0" 5.5" 16.0" 76.0" 4.0" W "° 72 2 16.0'" "16.0" 7.0" 16.0" 16.0" 4.5' 16.0" 15.0" 3,5" W 90 16.0" 16.0"- 5.5' 16.0"1 16:0" .3.5" I3.0" 11.5" 2.S' y�� � ]&Il. 36,0" 35" 11.5- 9.5' 2.S' 8.5" 7.0" p OY.... n 7/16"WOOD BUSHING WITH 40 16.0" 160! 9.5" 13.0" 13.0" 5.0" 9.5" 10,5" 3.5" "p 1.13"MIN EMBED&1/4-20 62 14.5" 14.5" 6.0" 9.5* 10:0" 3.5' 6.5" 6.5" 2.5" 4 Ig SS MACHINE SCREW 72 12.5" 12.5" 5.0" 7.5" 7.5" 3.0" 5.5" 5.0" 2.0" 0 9.5" 10 0 3S' S.5" 5.0" 2.0" 4.0:' 5.5" 5411 2;0" 3 5 3.0" 2,5" 2.0" g #14 SMS 614 WOOQ SCREW 150" 160 130" 160- 16.0" 8.0" 16.0" 16.0" 6.0" OR ij4 1(OWERSTAPPER+ 160" 160 95" lfi 0' -16.0" 6.0" 16.0" 16.0" 4.5' WITH-1 3 4 MIMTHREAd 36 0" 16 0 ?5' Y6 0' 16,0" 5:D" 14,0" 13.0" 3.5" N0} pENE7'RAION `' -- 36 0" S6 0 6.0" 14 5' 13.0" 3,5' 10.5" 9.0" 3.0" W 128 ITS!, 13.5 4.0" 9 0 7y5" 2.5" 7.4", S.5" 2,0" a'g a. Ga K " ANCHOR SCHEDULE: GROUT-FILLED ANCHOR SCHEDULE:.WOOD (G=021C. a3.so y4"MIN EDGE DISTANCE 3/9'MIN EDGE DISTANCE !. Spans UD To 6'-D" Spans Up To W-8" spans Ua To II'-0" `j r-gRlg� uTo 6'-0" Spans UD To 8'-B" S�An4 UD Ta 3]'-0" v LOAD CONN TYPE CONN TYPE CONN TYPE fn AD TYPE CONN TYPE CONN TYPE _ ANCHOR (pstl C! C2 C3 Cl C2 C3 CS C2 C3 s ANCHOR (Pst) C2 C3 CS C2 C3 C1 C2 C3 5116"tTW 7APGON%L W/ .48 t6.0" 36.0" 16,0" I6.0" 16.0" 16.0" 16.0" 16.0•• 11.5" ]/4'LAG SCREW WITH 1.3/4` 4H 36.0" 16,0" 9.0" 36.0" 16.0" 5.5" 16.0" 16 0;1 4.0" 2-1/4"MIN.EMBCD 62 16.0" 16.0" 16.0" 16.0" 16.0" 11.5" 16.0" 16.0" B,S" a MIN THREAD PENETRATION 62 16.0" 16,0" 6.5" W,W 16,0" 4.0" 14.0" 14.0" 3.0" D 72 16,0" 26,8" l5.5" l6.0". 16.0" 9.5" 16.0" 36.0" 7.0" 72 1&0" ]6.0" 5.5• 16.0" 16.0" 3.5"' L].5" 10.5" 2.5' 90 16.0" 16.0" 11.5" 16.0" 16.0A7.O'"' 3,5" 11.5" 5.5" 90 16.0" 16.0" 4.0" B.5" 7.5" 2.0" 12 16.0" 16.0"- ?,S' 12.4" 10.0 :0'• 7.0" 28 12.0 ]1. . . . . 4.5"5/16"ELCO ULTRACON W/ 4B 16,0" 36.0" 13.5" 16.0" 16,02.0" 13.0•' S,0" 014 SMS,034 WOOD;SCREW.AB 16.0" 16,0•' 9.5" I&W 16.0" 5.5" 14,0" 25.0" a.0" OR 1/4POWERS TAPPER+ 62 16.0" S6A" 6.5"' 14.0" 35.0" 4.0" 10.0" 9.53.0"2-1(4"M1N.EMBED b 16.4" 16.0" '8.5" 32.0" 12.5 .5'. 8.0" WSTH i-3t4"MIN THREAD 16.D" 16.D" 7.0" 9.5" 9.5 .0" 6.0". 3 PENETRATION 72- .0" 1." ." 13.0" 11,5" 3.5" 8.0" 7.5" 2.511.5" 5.0" 7.0" 6.5 .0" 4.5" 90 14.0 15.0 4.0" B.0" 7.5" 2:5" 6.0" S.0" 20" pIY8 7A" / 5.0 4.S', / 4,0" 3.8" M ANCHOR NOTES;SEE SHEET ¢ay 5 FOR ANCHOR NOTES q1 L '•;4 3wPrEtcxrTAAv¢LlEM10iWPE. 25-2340 SCALe1 " PAGE DESCRIPTION4 EA ESSENTIAL FACILIVES • ACCORDION SHUTSER .,4 afro ANCHOR SCHEDULE: HOLLOW CONCRETE = o'. 19s7 TESOF BLOC 12 ANCHOR SCHEDULE: WOOD (G=0.55) '�.�° ''0 : 2"MIN EDGE DISTANCE 1- 3/4"MIN EDGE DISTANCEf `„` G LOAD Spans Up To 6-0" Spans Up To 8'-8" Spans UD To 11'-0" 1j Spans Up To 6'-0" Spans Up To W-e" Spans Up Tp 11'-0" _„o.F S CONN TYPE CONN TYPE CONN TYPE fn LOAD CONN TYPE CONN TYPE CONN TYPE ZQ j U LL W w O ANCHOR' (psf) O[p� ANCHOR sf s C1 C2 C3 C1 C2 C3 CS C2 C3 0 G (p ) CI C2 C3 C1 C2 C3 C1 C2 C3 � <W ��o I/4"POWERS TAPPER+W/ 48 15,5" 15.5" 6 S" 10.5" 10.5" 4.0" 8.0" 8.5" 1/4"LAG SCREW WITH 1.3/4" 48 16.0" 16.0" 11.5" 16,0" 16.0" E4.5" 16.0" 16.0" S. w° 1-1/4"EMBED 62 12:0" 12.0" 4,5" 7.5" B4O" 5.5" 5,0" MIN THREAD PENETRATION 62 16.0" 16.0" 8,5" 16.0" 16.0" 16.0" 16.0" 4,0" 72 10.5" 6.0" 6.0" 4.5" 4.0" 72 16.0" 16.0" 7,0" 16.0" 16.0" 16.0" 16,0" 3.5"90 7.5" 8.0" 4.5" 4,0" 90 16.0" 16,0" 5.5" 16,0" 16.0" 13,0" 11.5" 2.5"126 4,5" 4.0" 128 16.0" 16,0" 3,5" 11,5" 9.5" B,5" 7.0 O11 W7/16"WOOD BUSHING WITH 48 16.0" 16.0" 9,5" 13.0" 13.0" 9,5" 10,5" 3.5"• .13"MIN EMBED&1/4-20 62 14.5" 14.5" 6.0" 9.5" 10.0" 6.5" 6.5" 2.5"SS MACHINE SCREW 2 12.5" 12.5" 5.0" 7.5" 7.5" 5,5" 5.0" 2.0"90 9.5" 10,0" 3,5" 5.5" 5.0•' 4.0 3.5"5.5" 5.0" 2:0" 3.5" 3,0" 2.5" 2.0" �+ #14 SMS#14 WOOD SCREW 16.0" 16.0" 13.0" 16.0 16.0" 8.0" 16.0" 16.0 6,0" OR 1/4"�DWERS TAPPER+ _ 16,0" 16.0" 9,5" 16.0" 16.0" 6.0" 16.0" 16.0" 4,5" M.� y WITH 1-3/4"MIN THREAD .,.16.0" I6.0" 7,5" 16.0" 16.0" 5.0" 14.0" 13.0" 3.5" 5 PENETRAt10N. to a LL w `16.0" 16.0' 6,0" 14.S" 13.0" 3.5" 10.5" 9.0" 3,0" ul TS 128 Ia.S" 13.5" 4.0" 9.0" m ¢LL ANCHOR SCHEDULE: GROUT-FILLED ���Z� E ANCHOR SCHEDULE: WOOD (G=0.42) ti r 4"MIN EDGE DISTANCE F 3/4"MIN EDGE DISTANCE /E _a b Spans Up TO 6'-0" Spans Up To W-8" Spans Up TO 11'-0" `j Spans Up To 6'-0" Spans Up To W-B" Spans Up To 1]' n N O LOAD CONN TYPE CONN TYPE CONN TYPE u~i LOAD CONN TYPE CONN TYPE CONN TYPE m v m i ANCHOR (psf) Cl C2 C3 Cl C2 C3 CS C2 C3 S ANCHOR (psf) CI C2 C3 CI C2 C3 CI C2 C3 m LL 5/16"ITW TAPCON XL W/ 48 16,0" 16.0" 16,0" 16.0" 16.0" 16,0" 16,0" 16.0" 11.5" 1/4"LAG SCREW WITH 1-3/4" 48 16.0" 160' 9.0" 16.0" 16.0" S,5" 16.0" 16.0 4.0" o 2-1/4"MIN.EMBED 62 16.0" 16.0" 16.0" 16.0" 16.0" 11,5" 16.0" 16.0" 8.5" MIN THREAD PENETRATION 62 16.0" 16i01' 6.5'• 16,0" 16.0" 4.0" 14.0" 14.0" 3.0" w O 72 16,0" 16.0" 15.5" 16.0" 16.0" 9.5" 16.0" 16.0" 7.0" 72 16.0" 16.0" 5m511 16,0" 16,0" 3.5" 11.5" 10.5" 2&5" 10. 2.5" ry a � 90 16.0" 16,0" II.S" 16.0" 16.0" 7,0" 13.5" 11.5" S.5" `! 90 16.0" 16,0" 4,0" 12.0" 11.0" 2.5" 8,5" 7.5" 2.0" LL LL W � j 120 16.0" 16.0" 7.5" 12.0" 10.0" 4.5" 9.0" 7.0" 128 12.0" 11.0" 2.5" 7.5" 6,5" MM 5.5" 4.5" r 5/16"ELCO ULTRACON W/ 48 16.0" 16,0" 13.5" 16,0" 16,0" 7.5" 12.0" 13.0" 5.0" #14 SMS,#14 WOOD SCREW 48 16.0" 16.0" 9.5" 16.0" 16.0" 5.5" 14,0" 15.0" 4.0" 2-1/4"MIN.EMBED 62 16.0" 16.0" 8,5" 12.0" 12.5" 5.0" 8.5" 8.0" 0 OR 1/4"POWERS TA ER 62 16.0" 16.0" 6,5" 14.0" 15.0" 4.0" 10.0" 9.5" 3.0" g WITH 1-3/4"MiN THREAD Y l7 16.0" 16,0" 7.0" 9,5" 9.5" 7,0" 6,0" PENETRATION 72 I6,0" 16,0" 5.5" 11.0" 11,5" 3,5 8.0" 7.5" 2.5" d a w B 11.5" 12.5" 5.0" 7.0" 6.5" "r 5.0" 4.5" 90 14,0" 15.0" 4,0" B.0" 7,5" 2.5" 6,0" 5.0" 2,0" 126 7.U" Gs" / 4.5" // .//.• //.% /% 12B B,5" B,o" 2.5" 5.0" 4.5" //// 4.0^ 3.0^ /,/ x &53, _ R ANCHOR NOTES:SEE SHEET e 5 FOR ANCHOR NOTES. =1 0 COPYRIGHT F&WKI.6ENHARDO PE: E 15-2340 SCALE: 'S PAGE DESCRIPTION: E.A.ESSENTIAL FACILITIES F ACCORDION SHUTTER D b . • • I 'I i�Smffrlmimm� - M''//%lf///���p//�/%'///�/�/%%///111%/%/y//�����A WE '//i1lyY//nd - _– ®���W101//."'//11161'/% %ly/Y///. %/1/I9/%%/X�EWl—///. %fGf!///, X01.��//%/W//.%i//lo//%%�.G/%%W/%0AV Ng%/%11/%i'//z,///,�w!V//m0 V",;//W//////%y,Lf///%�//%//i/�l%///YY4/%%UNNI 0® /aW/e%////%%/,!J///.%W%®mm'Oil//��%////i'a/aVONrIlalIl,Winn WINE, w/%//r�lt// ANCHOR Wl 1-1/4"EMBED 1-314"EMBED ■0�m�©�0� ���m�00m� ''///////%%//////%//////i'////////i%//////%/////0I mm mm %//////%/////%i'///////%%//////®®®KEW////.mm0 m w%///// Iml- %////// iE�///y%Z//,VO///."W//�U////%/'%%2'////y/1/J//%///.Y////.%V//. ■00�000000�0m000000 m��®®®'�///%//®®%/1111/i���®®®�■�%%lf1/i � 11//i %////i///%//%J///'//////,m"mm I m a EVEN6 v a�.��' � Y P mx., YF R l £4 'ca ^r r BCIS Home Log In ' User Registration Hot Topics Submit Surcharge Stats&Facts {' Pt .c, SI I , t ,B us in x } ` 41" Product Approval Professiv-n, ` USER: Public User Pn jul, I I Product Approval Menu > Product or Application Search > Application List>Application Detail t FL # FL13757-R5 Application Type Revision } Code Version 2014 3 Application Status Approved h � Comments ff � 3 Archived OR -,A � k3 Product Manufacturer Town and Country Indus r Address/Phone/Email 400 West McNab Road a Ft. Lauderdale, FL 3330! (954) 493-8551 tomj@tc-alum.com risk Authorized Signature Frank Bennardo frank@engexp.com z Technical Representative Thomas B. Johnston z { Address/Phone/Email 400 west McNab Rd. Ft. Lauderdale, FL 3330! (954) 970-9999 'AA� a �'� tomj@tc-alum.com- rNx Quality Assurance Representative NO Q Address/Phone/Email s i F 1 Category Shutters F Subcategory 7 Accordion �r i Compliance Method— Evaluation Report from z _ Florida Professional Engi � NO4 Evaluation Report - I a�d�'aaCNN� E.A. ESSENTIAL FACILITIES ACCORDIONi .. EXTREME DUTY ACCORDION FOR ESSENTIAL FACILITIES -ASTM 1996 LEVEL'IE" 80 FPS LARGE MISSILE RATED N0. ZrA pp��4 : ASTM LEVEL E &ESSENTIAL FACILITIES %��` • ��!m ��':� CE - GENERAL NOTES: /,,�� �a >U 8 w Z 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING Q D. CODE,THE INTERNATIONAL RESIDENTIAL CODE(IRC)AND THE INTERNATIONAL BUILDING CODE c m s w"o (IBC),FOR USE WITH MISSILE LEVEL"E"REQUIREMENTS AND INCLUDES ESSENTIAL FACILITIES AS MAXIMUM ALLOWABLE MAXIMUM DEFINED IN ASTM E1996-09 FOR USE OUTSIDE THE HIGH VELOCITY HURRICANE ZONE ONLY DESIGN PRESSURE PANEL SPAN (NON-HVHZ.SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION, w 2, POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE +110 PSF/-128 PSF ¢ DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE O $ REQQUIREMENTS AS DETERMINEDIN ACCORDANCE WITH ASCE 7 AND OR CHAPTER 1609 OF THE FLOTtIDCODE BUILDING CODE SHALLL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN [DESIGN NOTES: PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY WITHIN THE LIMITATION STATEHEREIN. TIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH ASTM E1886/E1996/E330. H THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. m SAFETY FACTOR. SITE-SPECIFIC LOAD WIND LOAD REQUIREMENTS SHALL BE ri S. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND DETERMINED IN ACCORDANCE WITH ASCE 7 AND THE FLORIDA ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL BUILDING CODE BY SEPARATE ENGINEERING.CERTIFICATION AND CRITER?A IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. SHALL BE LESS THAN OR EQUALTO THE POSITIVE OR NEGATIVE 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND DESIGN PRESSURE CAPACITY VALUE LISTED HEREIN FOR ANY LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. ASSEMBLY WITHIN THE LIMITATIONS STATED HEREIN. w _mss 7. THE SYSTEM DETAILED HEREIN GENERIC AND DOES NOT PROVIDE INFORMATION FORA SPECIFIC K� SITE,FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN,A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN WL p o CONJUNCTION WITH THIS DOCUMENT. 'moi aO m 8. USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 611335-23 OF THE FLORIDA Iii p-o 5 ADMINISTRATIVE CODE. VARIES - NO LIMIT O zm a n 9. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR 'o z w 6 VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM SECTION m f p v THE STRUCTURAL SUBSTRATES DETAILED HEREIN. E: S 10. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING TOP TRACK \JE § OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUuMENTS BE PREPARED,DETAIL A DATED AND g SEALED BY A LICENSED ENGINEER OR BUILDING OF ARCHITECT,WHICH DETAILAND JUSTIFY THE c DEVIATION A5 A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL. c 11, EACH S:1U1'TER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM INFORMATION: TOWN&COUNTRY INDUSTRIES " FORT LAUDERDALE FL I o g MISSILE LEVEL E-ASTM E1889 E1996&E330 Z _i,' FLORIDA BUILDING CODE APPROVED - H D PLAN 12. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 VIEW K.S.I. 13. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A Ld w MINIMUM TENSILE STRENGTH OF 60 K.S.I. U,O.N.POP RIVETS SHALL BE 1/4"0 OR 3/16"0 5052 F- a ga fi� ALUM.ALLOY.INSTALLATION ANCHORS SI ALL BE CADMIUM-PLATED OR OTHERWISEo o b 'CORROSION-RESISTANT MATERIAL AND SHALL COMPLY WITH"SPECIFICATIONS FOR ALUMINUM 2git 11 w STRUCTURES"SECTION 3.3.1 BY THE ALUMINUM ASSOCIATION,INC.,&ANY APPLICABLE FEDERAL, ti Q ge STATE,AND/OR LOCAL CODES. $$r 14. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF A THUMBSCREW AT CENTER OR SIDE CLOSURE AS DETAILED HEREIN. 15. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE, o YI rc uS 16. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS AS SPECIFIED HEREIN. X4 17. ALL DISSIMILAR MATERIALS SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE ABOVE-NOTED x BUILDING CODE. m: e O Q TM BOTTOM TRACK . COPYRIGHT FRANK BENNDAGOP.E. 15-2340 LOCKING MECHANISM SEE Sclm - PA°E DESCRIPTION: TYPICAL PLAN VIEWS F.A.ESSENTIAL FACILITIES TYPICAL ACCORDION HURRICANE HURRICANE PROTECTION SHUTTER ELEVATION 8 N.T.S. nw a �r 3.410' AYKtI�P,E. �.I0' STAINLESS STEEL 4,� 7 - .130' ,0 2' c ASSEMBLY _ .3200 HOLEZ �•; .. 30.225' m 14 x 2-3/4"4,0 HT S.S. .Q••• • 4.596" ., .314" ` _TA 10 �, 4 90" o• 325' .050 NYLON `INSERTS SCREW W/ 'P ,310' o_'f u� .06 .043" INTO �Q kiY C��e WHEEL T&C-ULTRACOTE COATING a > 630' N .150R 1.100 240" TRACK (TYP TOP b BOTTOM) fi'r1"Q.' � .080'ni 1022" ,���/ y �pp�`,' .0.058' NYLON BUSHING W/WASHER: .y U o 1.625" .U69" TYP.AT EVERY OTHER 7/16"0 x 1/2"@ INTERIOR JOINT TOP I 1p�� INSIDE JOINT AT TOP. 7/16"0 x1"Tal INTERIOR JOINT BOTTOM Z¢ � LL W i ui ALL EXTERIOR JOINTS Q Q Oj TYP. HR SLAT O CEILING HEADER/SILL O 6.8 STARTER O¢ ROLLER ASSEMBLY O BUSHING ASSEMBLY DETAIL Z t m w SCALE:HALF SIZE SCALE.HALF SIZE SCALE:HALF SIZE SCALE.HALF SIZE SCALE:HALF SIZE W w 3 0 O€ 3 a 2.702" . � 2.642 " 2.465" aS' �! 0. 2.289" 1.200' n �vmV,.100" 2.250' 190 .250".1 5' N cc . Qp .125", - .125" in < I 2.750'i mLLn V ORAINGUARD O OUTSIDE CENTER MATE Og INSIDE CENTER MATE 3E p SCALE.HALF SIZE� 3 SCALE.HALF SIZE SCALE.HALF SIZE o 0 ° 3¢¢ .3750 C .250' *124 THUMB 333 ��0.5 9 SCREW-4- i §1 z3 'b • m ��F NHEAD STYLE VARIES W $ g � ' s F 7.000' 1/ //1 4-20x1 OR 56-18x1 FOR USE WITHgg a a zg ey MACHINE SCREW 5TAINLESS 7O AND O8 ONLY a g ?e O 2X7 ANGLE STEEL SCALE,HALF SIZE THUMB SCREW 2 SLIDE ROD CDPYWGHIFMNNLFFNNN00 P.F. SCALE.FULL SIZE SCALE.HALF SIZE 15-2340 SCALE: PAGE DESCRIPTION: EA.ESSENTIAL FACILITIES E ; ACCORDION SHUTTER a o.� 11111 �' NK L•I'EOtlAyq EXISTING GLASS EDGE ` .•,•'7Q OF ANGLECLEGN EDGE DIST. = Y�j• .I - �- (INTERIOR) DIST. EMBED. EXISTING GLASS UST TE OF ELIII II �i �r�nn O/ •'�o (INTERIOR) 3 IN.0.093"THICK 6063-T6 SILLJ ALUM.ANGLE 1"x 1"MIN. (INTERIOR)•r � �'� Z w=••X e TO 2"x 5"MAX.(ANGLE LEG U MAY BE REVERSED) Uf r m$W o ASTENER(01 18"O.C.(USE ANY ANCHOR SHOWN IN ANCHOR w O w 1 1 SCHEDULE). 7 8 W 6.00"(TYP.I 012 x 1/2"GALVANIZED �K 3 } } OR S.S.SMS,3/16"0 ALUM. 33 (EXTERIOR) POP RIVET,OR 1/4-20 121 11 1 �O 3 MACHINE BOLT&NUT TYPICAL PLAN VIEW @ 1B.,O,C• To E, 1/4-20 THUMBSCREW SCALE.3"=l'-0" BOTTOM INTO CENTERMATES 1/3 (EXTERIOR) TO 2/3 SHUTTER SPAN 1/4-20 THUMBSCREW MULTIPLE SHUTTER ASSEMBLY m F INTO CENTERMATES 1/3 SCALE.3"=1'-0" LL TO 2/3 SHUTTER SPANINy s rn L5 7 EACH (1)1/4"ELCO ULTRACON $ EACH ANGLE WITH 1-3/4"EMBED TO ALUM. TUBE O on 2.70 KSI MIN CONCRETE,2-1/2" 6063-TG ALLOY m<z S EDGE DISTANCE,3"MIN SPACING SEE TABLE A FOR SIZE. (PROVIDE 1/2"MIN ALUMINU R ANGLE EDGE DISTANCE) e c v= 6 1'•x2'•x 1/8" Q g g I (INSIDE) OR 2"x 2•'x 1/8•• 1 R ALUM.ANGLE(ANGLE 1O LENGTH SHALL MATCH y� THE WIDTH OF THE o� a s TUBE BEING UTILIZED). RIVET ALUM.POP S � d I 3 RIVET OR#12 SMS F451 THREE 3/16"0 ALUM. C�18"O.C.(TYP.) 01� POP RIVETS OR p SILL 1 THREE 012 SMS,TYP. g Y FV) ZD LISTING GLASS I z�u •37g] �—n 12 7 B CC3 TYPICAL CORNER CLOSURE DETAILS g Z NTS }E 1/4-20 THUMBSCR W INTO CENTERMATES 1/3 (OUTSIDE) TABLE A(co) 4 'a B TO 2/3 SHUTTER SPAN " i PRESSURE VS ALLOWABLE LENGTH - =A 9yE g 11 2'No 9/8" 3 No B/08+ .0 9 O TYPICAL OUTSIDE CORNER CLOSURE Psp No 9/0 W � F s CC1 DETAILS WO/CORNER POST — — — — 62 130" 132' P rc NTS 72 124" 132" COPYRIGM FRINxL SFNNMGDP.E. A 1 \ 82 119" 132" 15-2340 SCALI t`SILL 92 114" 132' PAGEEDESCRIPTION: 102 110" 132° E.A.ESSENTIAL FACILITIES 120 101" 132" ACCORDION SHUTTER EXISTING T OTYPICAL INSIDE CORNER CLOSURE F � GLASS 128 101° 132" °� CC2 DETAILS WO/CORNER POST NTS 1111uunnrrrr . C2 CONNECTION TYPE 3/16"0 ALUM.POP REFERENCE ANCHOR I XISTING •'OQ is RIVET OR 012 SMS SCHEDULE FOR MAX. STRUCTUREII ��LI (al 1B"O.C.(TYP.) SPACING 1/4-20 MACHINE BOLT *• O 1 Cl CONNECTION TYPE - 3/16 RIVET OR#12 SMS REFERENCE ANCHOR W/NUT L)12"O.C.OR - P 18"O.C. OR 1/4-20 SCHEDULE FOR MAX 9 #14 SMS(la 6"O.C. u TE OF NUT&BOLT(TYP.). 3 SPACING 1/ (TYP.TOP&BOTTOM) UTILIZE(1)1/4"ELCO ULTRACON Z, { ••RC1 ALUM. TUBE EACH ANGLE WITH 1-3/4"EMBED TO 'e• 6063-TB ALLOY 2.70 KSI MIN CONCRETE,2-1/2"EDGE IWL"`•'+p1\\x SEE TABLE B FOR SIZE. DISTANCE,3"MIN SPACING IPROVIDE 1/2"MIN ALUMINUM ANGLE EDGE wm Z •° a a 1"x 2"x.093"6063-T6 DISTANCE), FOR > Z_fY• )U w?: ALUM.ANGLE,TYP. THREE 3/16"0 ALUM. F� UI Q W Z D d POP RIVETS OR = z t m w¢ TABLE B(co) 3 THREE#12 SMS,TYP, 1I1W2E 4.91 1 XX I- Z OJ PRESSURE VS ALLOWABLE LENGTH 1"x 2"x 1/8" GLASS FROM CLASS E j OR 2"x 2"x 1/8" OR DOOR g 2"x2•x]!X YxYx]!8" ALUM.ANGLE(ANGLE d PSF WITH Bj0 WITH 910 1 w 1p wQ '3 LENGTH SHALL MATCH I- L 62 113" 1 132" THE WIDTH OF THE j a TUBE BEING UTILIZED), x E 72 107" 132" v1 M Y 82 1014; 132" N 92 95' 102 ..90" 132' CC4 TYPICAL CORNER CLOSURE DETAILS Cb ALTERNATE BUILD OUT MOUNT SECTION EE€ 120 03" 12r �/ NTS SCALE 13 1'-0" 129 79' IIT W '3 yd°y'Cf o .g EDGE EDGE O z J 4 DIST. DIST. -�Im f¢ rs FA57ENER P 1e"O.C. (USE ANY ANCHOR SHOWN .E g IN ANCHOR SCHEDULE). "+ EXISTING CONCRETE, < BLOCK OR W000 FRAMING � 9 L~7 EDGE ISJ t X z 3 CONNECTION TYPE FOR ¢w REFERENCE ANCHOR r3T x GLASS C ff 1 L } m E SCHEDULE FOR MAX. LL63-T6 OR DOOR-� 4.91'MIN. SPACING UBE TYP. SEPARATION FROMGI AKS m F- 1/4-20 B.S.MACHINE ^j 2 SCREW&NUT(al _ g•'1,K 8p, 12"O.C. w o$ Ax 1/8" 01 GLASS kn ` NUOUS X 1/4"MAX.FROM PIN OR DOOR F0� } w Oed GUIDE TO BUSHING X .i3 , g = M ANGLE r E WASHER ITYP.1 ggg 9 L ANGLE INSIDE [xx 2 ¢ URUff 4,91• E _EXISTING CONCRETE, VTION TYP. 3 n m BLOCK OR WOOD MIN. ova_ EggE3 © OR to FRAMING FROM GU55 z qY3 3"x 3"x 1/4"CONT. 3 CONNECTION TYPE J x 6063-T6 ALUM.ANGLE REFERENCE ANCHOR _ (MAY BE REVERSED SCHEDULE FOR MAX. % g AS SHOWN DASHED) SPACING O CEILING / INSIDE MOUNT SECTION . � - > SCALE c 3"=1'-0" 1 Op WALL MOUNT SECTION coax ueerFnAa LoeNxn9ooP.E. 1 SCALE 3"=1'-0" 12 x 1/2"GALVANIZED 15-2340 R S.S.SMS,3/16"0 ALUM. (OUTSIDE) SCAIEI AP RIVET,OR 1/4-20 ° ACHINE BOLT&NUT PAGE OEECRTPTION: EA ESSENTIAL FACILITIES to.,O.C. SIDE CLOSURE OPTIONS ACCORDIONSNUrTER SCALE:3"=1'-0., 7 ZL ANCHOR SCHEDULE: CONCRETE 2.5"MIN EDGE DISTANCE �� I LOAD Spans Up To 6'-0' Spans Up To B'-B" Spans Up Tp 11'-0" QST z OANCHOR sf CONN TYPE CONN TYPE CONN TYPE 7I x ti (p ) Cl C2 C3 Cl C2 C3 Cl C2 C3 1/4°ITW TAPCON WITH 48 16.0" 16.0" 11.01, 16.0" 16.0" 11,0" 16.0" 16,0" 8.0" ANCHOR NOTES: C ``` 1-3/4"EMBED/3192ps1 MIN 62 16.0" 16.0" 12.5" IG.O" 16.0" 7.5" 16.0" 15.5" 5.5" CONC) 72 16.0" 16.0" 10.0" 16.0" 16.0" 6.5" 13.0" 12.0" 4.5" 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING 90 16.0" 16.0" 7.5" 13.5" 12.5" 5.0" 10.0" 8.5" 3.5" ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE 128 13.5" 12.5" 5.0" 8.5" 7.0" 3,0" 6.5" 5.0" LIMITED TO MAXIMUM ALLOWABLE SHUTTER SPAN ILLUSTRATED HEREIN(Pg 1). rII aL >Q LL w 1/4"ELCO ULTRACON WITH 48 16.0" 16.0" 16.0" 16.0" 16.0" 10.5" 16.0" 16.0" 7.5" 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, ' t III 2:o 1-3/4"EMBED�2700ps1 MIN 62 16.0" 16.0" 12.5" 16.0" 16.0" 7.5" 14.0" 13.5" 5.5" ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR L w r 0 EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER ti CI 4 CONIC) 72 16.0" 16.0" 10.0" 15.5" Ifi.O" 6.0" 11.5" 10.5" 4.5" H u i 90 16.0" 16.0" 7.5" 11.5" 10.5" 4.5" 0.5" 7.5" 3.5" T AN OR EQUAL TO SHUTTER SPAN. W 3 LL 3 m 128 12.0" 11,0" 4.5" 7.5" 6.0" 3.0" 5.5" 4.5" 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. NitW W m 3 u 1/4'ELCO CRETEFLEX 55q 48 16.0" 16.0" 16.0" 16.0" 16.0" 15.0" IG.O" 16.0" 11.0" 4. EXISTING STRUCTURE MAY BE CONCRETE,GROUT FILLED OR HOLLOW .2 g W/2"EMBED(3350ps1 MIN 62 I6.0" 16.0" 16.0" 11.01, 16.0" 10.5" 16.0" 16.0" 7.5" CONCRETE BLOCK(ALL BLOCK SHALL CONFORM TO ASTM C-90),OR WOOD "7§ CONC) 72 16.0" 16.0" 14.5" 16.0" 16.0" 8.5" 15.0" 13.5" 6.5" FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON 90 16.0" 16.0" 10.5" 15.5" 14.0" 6.5" 11.5" 9.5" 5.0" TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE.SEE ---- 6UdttlTr' CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE, 1! 128. 15.5" 14_5" 6.5" 10.0" 8.0" 4.0' 7.5" 6.0" 3.0' n YB LOAD 1"MIN EDGE DISTANCE S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE ONLY,AS DEFINED IN ACI 355.2, m rc =11.5" C2 C3 Cl C2 C3 Cl C2 C3 1/4'ITW TAPCON WITH .0" 7.5" 16.0" 16.0" 4.5" 16.0" 16.0" 3.5" 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED 1-3/4"EMBED(3192ps1 MIN .0" 5.5" 16.0" 16.0" 3.5" 13.5" 13.0" IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT y y LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER w T CONC) .0" 4,5" 15.5" 15.5" 3.0" 11.0" log, FINISHES. - 8 6.0" 3.5" 11.5" 10.5" > 8.5" 7.0" •/ �1 a:- . o'• $ .5" 7.0" 6.0" i• S.5' 4.5" 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS P�r[i 48 16.0 16.0" 12.5" 16.0" 16.0" 7.5" 16.0" 16.0" 5.5" VARY.FIELD VERIFY THAT FASTENERS ARE INTO ADEppUATE WOOD FRAMING 1/4"ELCO ULTRACON WITH MEMBERS,NOT PLYWOOD.FASTENING TO PLYWOOD I$ACCEPTABLE ONLY FOR O n 1.3/4"EMBED(2700ps1 MIN 62 16.0" 16.0" 8.5" 16.0" 16.0" 5.5" 13.5" 13.0" 4.0" SIDE CLOSURE PIECES. CI g CONC 72 16.0" 16.0" 7.0" 15,0" 15.5" 4.5" 11.0" 10.0" 3.0" Z m LL 90 16.0" 16.0" 5.0" 11,0" 10.5" 3.5" 8.0" 7.0" 8, WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER `z J SHALL BE LOCATED IN CENTER OF NOMINAL 2"x 4"(MIN,)WOOD STUD.3/4" Q 4 I2B 11.5" 10.5" 3.5" 7.0" 6.0" S,5" 4.5" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. LAG SCREWS SHALL u i HAVE PHILLIPS PAN HEAD OR HEX HEAD. o O 1/4"ALL-POINTS SOLID-SET LOAD 1-1/4"MIN EDGE DISTANCE u ANCHOR W/7/8"EMBED& W16.0" 2 C3 Cl C2 C3 Cl C2 C3 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2"ENGAGEMENT OFTHREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER o= b 1/4-20 55 MACHINE SCREW ,0" 9.5" 16.0" 16.0" 5.5" 13.5" 19.5" 4.0" HEAD(SIDEWALK BOLT),U.O.N. a(3000ps1 MIN CONC) .0" 6.5" 13,5" 14.5" a.0" 9.5" 9.0" 3.0" <.0" 5.5" 10.5" 11.0" 3.5" 7.5" 7.0" ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USE..5" 4.0" 8.0" 7.5" 6.0" 5.0'5" " 5.0" 4.0' 4,0" 3.0" " DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, L ---____ _._.___. NUT OR WASHER WINGNUT. 1/4°ALL-POINTS SOLID-SET LOAD 3"MIN EDGE DISTANCE ANCHOR PO 7/8°EMBED& sf Cl C2 C3 Cl C2 C3 Cl C2 C3 10. MINIMUM RE UIRED CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR 1/4-20 SS MACHINE SCREW 48 16.0" 16.0" 16,0" 16.0" 16.0" 13.0" 16.0" SCHEDULE A D SHALL BE VERIFIED BY OTHER SEPARATELY. (3000ps1 MIN CONIC) 62 16.0" 16.0" 15.0" 16.0 16.0" 9.0" 16.0" 72 16.0" 16.0" 12.0" 16.0" 16.0" 7.5" 13.0"1 12.0" 5.5" 16.0" 6.0" 9.0" 17.5" S.5" 10.0" 8.5" 4.0" m 28 1 T 3.5" C 12.5' 5.5" 0.5" 7.0" 3.5" 6.5" 5.0" " 0 0 8338 I/4"POWERS SS DROP-IN LOAD 2-5/8°MIN EDGE DISTANCE o �asya� n W/1/4-20 SS BOLTAND sN Cl C2 C3 Cl C2 C3 Cl C2 C3NE 1"EMBED(3000ps1 MIN 48 16.0" 16.0" 16.0" I6.0" 16.0 %V. 15.5" 16.0" 6.5" $9 CONC) 62 16.0" 16.0" 11.0" 115.0" 16.0" 6.5" 10.5" 10.5" 4.5" g 3 72 16.0" 16.0" 9.0" 112.0" 12.5" 5.5" 9.0" 8.0" 4.0" u 15.0" 16.0" 6.5" 9.0" 8.0" 4.0" 6.5" 5.5" 3.0" g 128 9.0" 8,5" 5.5" 4,5" 4.5" 3.5" �ag§ u aT LOAD 3-1/2°MIN EDGE DISTANCE - 3JB"POWERS SS DROP-IN ., W/3/8.16 SS BOLT AND (sf Cl C2 C3 CI C2 C3 Cl C2 C3 t "• 1"EMBED(3000ps1 MIN 48 11.0 16.0 16.0 16.0" 16.0" 10.0" 16.0" S CONIC) �62 16.0" IG.O12.0" 11.01, 16.0" 7.0" 11,5"19.0" 8.5" 4.0C0P/WIGHTFR&kXLEENNANDOP.E. 16.0" 16.0" 7.U" 9.5" 8.5" 4.0" 7.0" 6.0" 3.028 9.5" 9.0" 4.5" 6.0" s.D" 4.s" 3.5" .. 15-2340 SCALE: PAGE DESCRIPTION: 5 A.ESSENTIAL FACILITIES - ACCORDION SHUTTER 7 wK [$ l`�xiA,.., ....w.._....aae�.s.� ,....�«M..�.ma. ,s..�, .'€..t✓ .._ a.,..,.:.'§Baa,......,.:: ,.sa- it a BCIS Home Login User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search Busihes Professional s USER:Pubiic User Approval Product Approval Menu>Product or Aoolication Search>Application List>Application Detail FL# FL11964-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Eastern Metal Supply Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (800)432-2204 Irodriguez@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Storm Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer . Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit,Jr the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2015 Validated By Frank L.Bennardo, P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL1196_.4_R3C01.-2INPANEL5CI..pdf Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 Equivalence of Product Standards Certified By Sections from the Code i Product Approval Method Method 1 Option D Date Submitted 04/23/2015 Date Validated 04/28/2015 Date Pending FBC Approval 05/04/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 11964.1 0.050"Bertha Aluminum Storm Corrugated aluminum Storm Panels retained or not by tracks Panel(2 inch)-Drawing number to provide hurricane protection. 15-045 Limits of Use Installation Instructions Approved for use in HVHZ:No FL11964 R3 II EASTERN METAL SUPPLY INC. DRWG.15- Approved for use outside HVHZ:Yes 045.odf Impact Resistant:Yes Verified By: American Test Lab of South Florida Inc. Design Pressure: N/A - Created by Independent Third Party:,Yes Other: Large missile. Max.span is 13'-0"for+30,-30 p.s.f. Evaluation Reports ASD and 4'-0"for+90,-130 p.s.f.ASD for retained panels. FL1.1964.._R3_AE._EASTERN__METAL SUPPLY See sheet 2 of installation drawing for other spans and INC..._._P.._E,R___DRWG,_15-04.S.,pdf pressures. Created by Independent Third Party: Yes 11964.2 24 Gage Bertha Galvanized Steel Corrugated steel storm panels retained or not by tracks to Panel(2 inch)-Drawing number provide hurricane protection. 15-041 Limits of Use Installation Instructions Approved for use in HVHZ:No FL11964..__R3 IIEASTERN..METAL_SUPPLY_INC,...,_DRWG.-._i_5.- Approved for use outside HVHZ:Yes 041.pdf Impact Resistant:Yes Verified By: American Test Lab of South Florida Inc. Design Pressure: N/A Created by Independent Third Party: Yes Other:Large Missile. Max.span is 9'-10"for+32.6,-32.6 Evaluation Reports p.s.f.ASD and 2'-8"for+58.0,-58.0 p.s.f.ASD See sheet 2 FL11964 R3 AE EASTERN METAL SUPPLY of installation drawing number 08-149 for other spans and INC...._P:E.R,_.._DRWG.._15 041.pdf pressures. 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Product Approval Accepts: � � � 1_ 3etXr11V *'s MCI GENERAL MRS- 1. STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN NOTES: ACCORDANCZ_WITH THE 2014(5th EDITION) OF THE FLORIDA BUILDING CODE.THIS STORM PANEL SHALL BE BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES(MIAMI-DADE/BROWARD COUNTIES). B,1) MINIMUM EMBEDMENT OF TAPCON ANCHORS, S.C.TAPCONS, ELCO PANELMATE, ELCO NAS. INTO THE CONCRETE BLOCK UNIT SHALL BE 1 1/4". DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, 8.2) -3/4"0 SOLID SET ANCHORS SHALL BE ENTERILY EMBEDDED INTO THE CONCRETE BLOCK UNIT FOR A WINE-SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. FOR A DIREC80NAUTY FACTOR Kd-0.85.USING ASCE 7-10 FOR INSTALLATIONS UNDER 2014 FBC AND SHALL 1/4.0-20 SCREWS USED SHALL BE 1 1/2-LONG MINIMUM SHOULD STUCCO EXIST,AND 1"MINIMUM FOR WALLS NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2, 7, 9 THRU 17. WITH NO STUCCO. B.3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, ANCHORS IN ORDER TO VERIFY THE ABOVE.CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-1D SHALL BE LONG SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING AHEM BY 0.6 IN ORDER TO ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE SHALL BE AS INDICATED ON NOTES TO COMPARE THESE W/MAX.(AS.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2, 7. 9 THRU 17. IN B.I) & B.2)ABOVE. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.AS TESTED WERE NOT OVER STRESSED,A 337. (C) TO EXISTING WOOD FRAME BUILDINGS, SEE SPECIFICATIONS ON SHEETS 12, 13, 14& 15.ANCHORAGE SHALL BE INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NOT USED IN THEIR ANALYSIS.A DURATION FACTOR CD-1.60 WAS PERFORMED BEYOND ANY FINISH MATERIAL AT WALL LIKE BRICK VENEER, STUCCO OR ANY OTHER FINISH. USED FOR VERIFICATION OF FASTENERS IN WOOD. STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION (D) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFAGIURER. 1609.1,2 OF THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB REPORTS k 0321.01-05, 11 0812.01-05 AND I ' 0119.01-D6, PER ASTM E 1886-02. E 1996-02 AND ASTM E-330 STANDARDS, OUALIRF,D FOR WIND ZONES 1, 2 AND 3; MISSILE TYPE D(BASIC PROTECTION,ONLY)AND FOR INSTALLATION AT NON ESSENTIAL FACILITIES AS DEFINED BY SECTIONS 6.2.1.1 AND 6.2.1.2 OF ASTM E 1996-02. 7. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTIONS 1 THRU 13 ' (SHEET 4 THRU 8) EXCEPT THAT HEADERS 2, 3, 3A& 4 SHALL NOT BE USED. 2.ALL ALUMINUM SHEET METAL PANELS SHALL HAVE 5052-H32 OR 3004-H34 ALLOY. 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS 3.ALL ALUMINUM EXTRUSIONS 5 ALL BE ALUMINUM ASSO IATION.6063-T6 ALLOY&TEMPER UNLESS OTHERWISE NOTED. TO BE ATTACHED TO INSURE PROPER ANCHORAGE.THIS SHUTTER SHALL ONLY RE ATTACHED TO CONCRETE,BLOCK OR STORM PANEL COMPONENTS STUDDED PLATE AND &5 SNAP CAP ARE PATENT PENDING. WOOD FRAME BUILDINGS. 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER 9. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS DIN 50018 W/50 ksi YIELD STREN,,TH AND 90 ksi TENSILE STRENGTH &SHALL COMPLY W/ FIORIDA BUILDING CODE CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL SECTION 2411.3.3.4. LENGTH. 5. BOLTS TO BE ASTM A-307 GALVANI!ED STEEL OR AISI 304 SERIES STAINLESS STEFL, WITH 35 ksi MINIMUM YIELD STRENGTH. 10. (0) THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM AHE P.E.D. 6. ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) (b)CONIRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS -1/4"0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W./BUILDEX. PRODUCT, BASED ON THIS P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS -1/4'4 S.G.TAPCONS AS MANUFACTURED BY ITW/DUILDEX. DOCUMENT. CONSTRUCTION SAFETY AT SIIE IS THE CONTRACTOR'S RESPONSIBILITY. -1/4"0 PANEL MATES ANCHORS MALE OR NAS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. -1/4"0 X 3/4"SOLID SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY COMPANY. (c)TITIS P.E.D. WILL BE CONSIDERED INVALID (FALTERED HY ANY MEANS. NOTES. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL A.1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS AND S.G. TAPCONS IS 1 3/4"; FOR ELCO BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER PANELMATE AND ELCO NAS IS 2". USE OF THE P.E.D. ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL SUBMIT TO THIS LATTER A.2) 3/4"0 SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE. NO EMBEDMENT INTO THE SITE SPECIFIC DRAWINGS FOR REVIEW. STUCCO SHALL BE PERMITTED. -1/4"0 -20 SCREWS USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO EXIST, AND 1" MINIMUM FOR (e) THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD WALLS WITH NO STUCCO. THAT PREPARED IT. A.3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON 711E EXISTING WALL OR 11. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE REHIND SUCH PANELS.ANCHORAGE ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY SHALL BE AS INDICATED ON NOTES A.1) &A.2)ABOVE. OPENING. LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE. (B) TO EXISTING CONCRETE BLOCK WALL: -1/4'0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W./BUILDEX. -1/4"0 S.G.TAPCONS AS MANUFACTURED BY ITW/BUILDEX. -1/4"0 PANEL.MATES ANCHORS MALE OR NAS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. THIS DRAWING SHALL ONLY BE USED TO -1/4'0 x 3/4'SOLID SET AN':,HORS,AS DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY COMPANY. OBTAIN PERMITS IN THE STATE OF FLORIDA FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) tr 02015 RLTECO.INC 0.050" BERTHA ALUMINUM STORM PANEL F.R.L N4.44167 - (2.00" DEEP) 0R4wN er.. EASTERN METAL SUPPLY, INC 0312215 1 L ECO-_ .26e wFSr RG,AS o�kE �- F wEsr PAw T TIWT TESTING h ENGINEERING COMPANY CIC FL J.N07 ]e].YRLIW LMi@M.N.11,1E PHONE.'(561)209-8=Fnx:(551)841-1716 15-045 ti\�\t\\��v~` WPLTER A TI067li..P.E. Orz4Mih'C No 'rFr7 s�ilt\ FLORIDA Uc.44167 SHELT 1 OF 17 r L .14.101"(TOTAL WIDTH) 8.151-(TOTAL. WIDTH) 72.000'(EFFECTIVE WIDTH) 6.000(EFFECTIVE WIDTH) 1.070' - i70{ 1.07o"-{ 1.070" -a.66p'- r 170" MAXIMIN A SD DESIGN PRESSURE RAT,fNG (p s f.) e1ND AS APPLICABLE "rYP. rnDDTi'eDn unru/° Q.®AS APPU�LEr. o.BDp" (TIP) ®® (rrP) MAXTMITAI PANFI I.FNC-TH �� SCHEDULE ,��o j T o p.2s�- a' N T o 1-o.zso" N PANh7 S RETAINED AT BOTH PANELS RETARM AT LSASf 2.020" 12.020'I 2.020'I- ENDS KITH TRACKS IN ONE OF TF=ENDS FULL PANEL WZ HEMMED EDGES HALF PANEL W/ HEMMED EDGES 08018O®&® W= TRACIGS OR DIRECT MOUNM# ®(SQ OR Q# /A4.Y/MUM WIXINUM 14.375 (!-OTAL WIDTH)--- 8.425'•(TOTAL WIDTH) A.S.D.DESIGN Mar.PANEL LENOIH A50.DESIGN U-PANEL LENGIN PRESSURE RARNG L(/L) PRESSURE RAT/NG L(1L) 12.0000A'O(EFFECT" FEC"TE WIDTH)—I 6.00©o,"(EFFECTIV"E WIDTH) 7.070" 17 1.070" -IIi_1/7(0," .070"- J +30.(0P,a.L-)30.0 J-0• +30(.P0,r-30.0 IJ-O" 5APPLICABLE 05D"(TlP.) (rrp,) (rrp.) +J5.0, -35.0 12-8' +35.0, -35.0 12'-0' +40.0, -40.0 12'-4' +40.0, -40.0 !APU121 N -I 2.o2o"I- o -a 2.o2o'I- o -a 2.020"I- +45.0, -45.0 12'-0' +45.0, -45.0 10'-0' OPTIONAL FULL PANEL 11/0 HEMMED EDGES OPTIONAL HALF PANEL_,.-W/0 HEMMED EDGES +50.0, -so.D 11._0 +50.0, -sD.o 9,-0, +55.0, -55.0 10'-O" +55.0• -55.0 8'-2' © STORM PANEL SCALE: 1/4'= 7' +60.0, -60.0 9'-4".* 160.0, -60.0 7'-6" +70.0, -70.0 8'-0' +70.0, -70.0 6'-5" +80.0, -80.0 7'-0" +80.0, -80.0 {--3•-ICONCRETE ANCHORS(SEE SCHEDULE)�M"� Mor. I Mi. +90.0, -9U.0 6'-3' +90.0, -90.0 5'-0' ' I o fff +90.0. -100.0 5'-7" +90.0• -100.0 5•_p- ffl L r fl t W +90.0, -110.0 5'-1' +90.0, -110.0 2 +90.0• -120.0 4'-8' +90.0, AOO _+90.0, -130.0 4'-0' +90.0, - 4'-4 12 z *662T MAX.AS.D. DESIGN PRESSURE RATING&MAXIMUM 2 PANEL LENGTH A. A FOR INTERNALLY REMOVABLE PANELS AS PER MOUNTING INSTALLATIONS ON SHEET 7 OF 17 IS 4+ + 50.0, -50.0 p.s.T. W/88'MAX PANEL LENGTH. MAX.A.S.D.DESIGN PRESSURE P477NG&MAXIMUM PANEL LENGTH FOR MOUNTING AS PER ALTERNATIVE 111 AND 14 ON SHEET 14A AND 15 OF 17, RESP£CT7VEI.Y,ARE I I +50.0,-60.0 p.s.(. FOR 78"Max. PANEL LENGTH, CONCRETE ANCHORS(SEE SCHEDULE) ..- I--3"-I \\\\�\,i1111Y1p1{ Af`A/' LENG7TI.0AND .0, -50.0 ps./. FOR UP TO 108'PANEL A4- Mor. . Mn. STORM PANEL 1 M;n. e.+``FJ .......... TYPICAL ELEVATION v•' \�El%l s�' v FLORIDA BUILDING CODE (Non High Velocify Hurricane Zone) . s rl,1 o261s mrr%/A,- 0.050" BERTHA ALUMINUM STORM PANEL F.R.L(FIX 1\L,44167 (2.00" DEEP) PRAWN err - }-1/4'Mox. GAP 114"Max. GAP 7� -i ( ;^ 03/24/15 ECO ,n�. EASTERN METAL SUPPLY, INC D„� I 4266 WEST RO405 ORNE .1� J '•L;/';� TILLIT TESTING R ENGINEERING COMPANY WEST PALM 6FAC/l•FL.JJ407 •'^!,'T•i� � rt 15-045 ..........r PHONE..-(561)20926J,FAY:(561)447-1716 DRAW NG NoSECTION A { en-,sio. •IxmTi-,sT, >7� \ �;• Cd-0006719 N. T.S. •LI i1%1171{dSiiV?\1�\' WALTER A TILUT Jr.,P.E. dp 1t-ul o+V� SHEET 21 OF 17 FIDRIDA Iic.44167 J Co" 1250' POURED CONCRETE OR N CONCRETE _�_ CONCRETE ANCHORS CONCRETE BLOCK WALL COPT. 1.01 CONCRETE ANCHORS (SEE SCHEDULE)RS Max.( SEE SCHEDULE) REQUIRED (OPEN POS/RON+) (SEE SCHEDULE)�`- Cont �..... I- -- .500 j '500" I 2�• CONCRETE ANCHORS IF�' to I 'Max (SEE SCHEDULE ACING) � I FOR SPACING) II1..I I I I I F.O. POURED f; f.D. i POURED R. POURED 1 CONCRETE REQUIRED CONCRETE CONCRETE: REQUIRED I REQUIRED i 1 I C nL I 1 I I 1 I I I I I I I I EO. i I I I'MTO GLASS Min.SEPARATA7N I N �1"Min.SEPARATION 1 I L TO GLASS I Vi 1 ' I I IQI N j r I I I I I 1 I N I II W I I W 1'Min.SEPARATION W ' I 1 TO GLASS I I 1 OPTION If I I I 1 I I �.1"Min.SEPARATION 1 w I I 1 CONCRETE ANCHORS SECTION 3A BYW/. 1 1 j j 1 Ja (SEE SCHEDULE)__CLASS /' ' SBOLTS J/2'W/NGW 7/O8 IZJO I y cPOLK. /NIE"D.. I = 1 1 W I I 1 1 T CONCRETE G ! POUREDED. I i a OR CONCRETE r I I 1 0YINCRETf I 1 2 REQUIRED 1 I POURS L WALL HEOU/RE0 PoURf I I I I I 1 CONCRETE w CONCRETE ANCHORS I j CONCRETE OR CONCRETE I I I OR CONCRETE I I I I 1 (SEE SCHFIIULE) BLOCK WALL I BLOCK WALL. E.O. I I I REQUIRED I RfOUlHEU I I I V CANT E.O. T— �1.M;,. GLASSGLASS SEPAR4TION_ i ice, 1 (OPEN P0.S!l10N+) L —IIJJ __ SECTION ® ANCHOR 1.725'1 CONCRETE ANCHORS, \^ k CONCRETE ANCHOPS250• (SEE SCHEDULE) ()Cont OPT10N /2 1 (SEE SCHEDULE) 'Mor. SECTION 3A s 1 I I i �CxIC WALL MOUNTING INSTALLATION SECTION®ANCHOF. SCALE: 1/2'= 1• SECTION 2 / J2raocR c w��®a x �/ ' %/a•x J/J2• PoURE 12'O.C. I RING NUT CONCRETE 1 O EA STUD i OR CONCRF7f POURED CONCRETE OR i I tl� BLOCK WALL I I I 1F� R£OUfREO f0' REQUIRED BLOCK WAIL / I 1 i I Z tl —1 i REpU/RED POUR.-: .566'CONCRM I DISTANCE E.O. OR CONCRETE wNC NUT 02• C.D. (EE SCHEDULE ON J 5 Cont. ANT, Fl.OGf WALL I EVERY S. W SHEETS 9& f0& 11) CONCRETE ANCHORS/ I REOWRED O 12'O.C. x (SfE SCHEDULE) 1 (UDEN POSITION+) a I SECTION ® STUD I =W I TYP. TOP/BOTTOM WALL MOUNTING INSTALLATION 1.](.T —� BUILD OUT l TA LA TION +.AIN SNAP AAP(�T SECT/ON 4 C-L ``"F;i1Q1�p��-� /I REMAIN CLOSED ATN N 9 Conf. NOTE FOR COMBlN4770N OF SEC710NS: `!off��+/-� /V/Y .+ HURRICANE CONDITIONS. SCALE:1/2'-1• , SECTION®STUD WALL UCUN77NO SECBONS CAN BE ��?'•SG C^]f �rrr' COMBINED/N ANY WAY TO SUIT ANY INSTALLATION �'�` IwC '• � FLORIDA.BUILDING CODE (Non High Velocity Hurricane Zone) WALL MOUNTING INSTALLATION 82015 RLIECO.INC 0.050" BERTHA ALUMINUM STORM PANEL T.R.L. SLE: 1/2"— I' SECTION (2.00" DEEP) DRAWN Bv,. "NOTE:DErAIL OF SECTION O STUD VALID ALSO FOR -,• EASTERN METAL SUPPLY INC °J/2'//' ` �. DATE- WALL MOUNTING/NSTALLARON-SECTION 2(IOP) 'Q`„• IL E C O �N �p _\ .'•l.v ti 4268 WEST ROADS.J34 TLLIT TESTING&ENGINEERING COMPANY WEST PALM 265, FL JJA07 ••!!J/UV'?,�r;�" \ 8336 p^N.SBU.A.Sb.SB3,UBWr3A GvOars,n.33100 PHONE.'(561)209-826,,FAX:(561)941-1778 15-045 Gt\, \'ti «�1(SRB)eTt-1338.rB.:l3mkn-11]1 _ ORAWNC Nn !! '41- j1x EB-0008779 �•� �0'n0" !!/161f liil lii111t WALTER A TTLLITJr.,P,E. rr-ur RVI SHEET 4'�OF 17 FLORIDA Lk.44107 OOYO DA X 0.010 R. 231' 114-0-20 S.S.MCt#Nl SHER 1 4 -'0 S S"C" `G' NU' "S"ER L= 0 1"2/0 C Grp T-IL Z rlz� /-,@ rm. --] k. 0-� ;z t, -4- T— •9 Z'.04 L co— [=2121- 2 Z 3cr -F- TRACK -V- HEA .5- MAX. ANGLE BUILD OUT BRA OPTIONAL 3- OUT HEA 7Vs a•S- -Ir114"0 114-1 S a S— ALTMrr Lrc L�nm -Ef4lg�' ON SEC17ONS N .750 ALIEW� L—T� AuXJ AM WALL 1,75"x0.632 07 REVERSED 'E'ANGLE TRA "E' TRACK ANGLE Q9 STUDDED ANGLE ANGLE WITH STUD ANGLE WITH SM .225' .2J J04 SERIES S 57W RIWM TO PLATE LATE' '_50 0 12'0.C. f LL R /.750- Z 471, .625— 1 kfin. .08.5' LARGE 7 HOIE (OPTION 1) E- CQETION 9 ROUND HOLE AT PA 62- % KEY HOLE AT PANEL @) KEY HOLE WA E '0 A—AuntAuor LIC, .*75 J/'-' u 0 -zi- 2 '9'c� FLORIDA BUILDING CODE (Non Highuvw icane Zone) 16 8.0. A 02015 770ECO.INC. 0.050" BERTHA ALUMINUM STORM PANEL F.R.L.SNAP CAP (2.00- DEEP) DRAWN Or. DETAIL 1: sTui) wl wiNc Nur 01241 5 Eco .N°. EASTERN METAL SUPPLY, INC QW WEST R04DS DRAW AC"'"L(561)041-f716J'407 COMPONENTS TILUT TESTING &ENGINEERING COMPANY "I)PALM 8S 15-045 '-3� - 110.f. 209�263.FAX. =)871-1111 ORAK&GV. -oo667 -:( 1 WALTER A.71WT Jr., r. P.E. SHEET 3 OF 17 FLORIDA Llc. b7 4 1 1 7/8'x 3/32' SODU SET OR ELCO male PANELMATE OR S.C.TAPCONS WING NUT O EVERY STUD O OR W/1/4.0-20 SIDEWALK BOLr ORO 0 12.0.C. CONCRETE ANCHORS E. D. © Ar PANELMAws CONCRETE ANCHORS (SEE SCHEDULE) SEE SCHEDULE OR®W/13 W/7/4`0-20 TRUSSHEAD BOLT 4 4 OR S.C.TAPCONS 1- 3 Cont. 1'Min. (SEE CONCRETE ANCHORS E.U. ( ) I—E.U. (SEE SCHEDULE)\ \ T ,I_ (5£E SCHEDULE FOR SPACING) „ \1 POURED CONCRETE \I I 11 I'I POURED CONCRETE EO VV i EO REQUIRED o I �_ REQUIRED 1 1 PoURED 1.1 I I 1 T CONCRETE I I POUR CONCRETE I I o REQUIRED i i -- - j I OR CONC LL W j I I k ALTERNATE I I QGOCK WALL ILFO LOCATION REQUIRED I I 1 I 4 Conf. I \ I I I I 8 Conf. I I I I I I N I ry I 1/4'0-70 x /4 4 I 1 ry I 1 I,�W,j BOLTS w 7/8li I L`il I 1 1 T � I I j I I `rr•1 I x J/J2 WING N I I = I I 1 � CONCRETE ANCHORS OP710M I7 5A 1 (SEE SCHEDULE) SECTION 1 I I 1 e I I V I I I 1 = I I N I I I I I i U I I I to 1 I N W J y O WW I j j � 1 j i � I j t2tuu y=j I I I U I J I J'Min.SEPARITlON I °ter. I'Min.SEPARATION 1 TO GLASS I .-�1'Nin.SEPARATION I L I TO CLASS I t (u'' j j j Id I TO CLASS ¢ POURED I i 2 4 W CONCREJE REQUIRED I I an I I t I I I KIN N J/J2' I 1 \ I W I 1 W/NG NUT 0 �° 11/4'0-20 I 1 S \ I I —EVERY SND 1 4-S.S BOLTS I I 1 9 0 12.0. C. I W/7/B' I WING NUT® I I POURED I 12'b.c. CONCRETE OR CONCR£7E BLOCK WALL w I I t W i 1.125' `' i T Cont I REQUIRED I I 1 I OPTION•2 Y POURED CONCRETE 17-1 POURED CONCRETE SECTION SA REQUIRED j REQUIRED CONCRETE ANCHORS E O. CONCRETE ANCHORS SOLID SET OR ELCO mole PANELMAIL•OR S.C. CONS / (SEE SCHEDULE) / (SEE SCHEDULE) ©OR® W/1/4 0-20 SIDEWALK BOLr Oft 0 ®OR®W/I3 W/1/4.0-20 TRUSSHEAD DOLT++ CEILING & FLOOR MOUNTING (SEL SCHEDULE FOR SPACING) CEILING & FLOOR MOUNTING DIRECT WALL MOUNTING INSTALLATION (D. M.) I'Min.SEPARAl/ON 1 I I t INSTALLATION - SECTION 6 INSTALLATION - SECTION 7 - SECTION 8 SCALE: 1/2" 1• I TO CLASS . I 1 ! 7/8'x JI ' SCALE 1/2'_ I•• I W/NC NUT 0 SCALE 1/2. 1' . I I EVERY STUD j 9 1 j 0 12'0.C. Cont I I I L h a I25' I / I POURED CONCRETE r1E.D.m EDGE D/STANCE �;yTiiiii4ti.'+M.'JdrTf REQUIRED (SEE SCHEDULE ON `��7,C�- P. I I C(/T'ddYA SHEETS 9&10 h 11) w��'�4 CONCRETE ANCHORS —E.D. . �� - •.Ji07�j ' (SEE SCHEDULE) ;:'ZF' ' \VE�SF FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) q4}�( 02015TILTECO.INC. 0.050" BERTHA ALUMINUM STORM PANEL F.R. NOTE FOR COMBINATION OF 5EC77ON5: C ItiO• _, (2.00" DEEP) ORAWN8Y..- BUILD—OUT & FLOOR MOUNTING WALI,/FLOOR/CEILING MOUNTING SEC77ONS CAN BE 03/24/15 EASTERN METAL SUPPLY INC INSTALLATION - SECTION 5 COMBINED IN ANY WAY TO SU?ANY INSTALLATION. r L4 f k E �°n�'• 4.: �L E C O INc. • �!^�L��...' 4748 WEST ROADS ORM . • �I ,.•,�•.\,.;' TILIJT TESTING h ENGINEERING COMPANY WEST PALM BEACH,FL 37107 15-045 SCALE 1/2' ti' �✓(�On`•'�t1t\ 4�4 1� N53 P M.M •sa]0!.Nlit'AM cwoLM.G.J.116e PHONE.'(561)708-8263.FAX:(567)841-1776 )BT1-1530.M1�'LJOf1Rl1-IS). oo0emon w�[ 41rt ORAkiNC Na EB-0006719 i/!fl'1fLElt71:16�'•li WALTER A TICCIT Jr.,P.E pD n'ul SHEET 9 OF 17 RORIDA Lic.44767 CONCRETE ANCHORS ED (SEE SCHEDULE) SOLID SET OR ELCO male PANELMATE OR S.C. TAPCONS \ 0 O2 OR 2® W/1/410-20 SIDEWALK BOLT OR 0 POURED 7/8 A'x 3/32" CONCRETE I I OR I2 W/ 13 W/1/ "d-20 TR7JSSHE40 BOLT+ + WING NUTS ® 12"O.C. REQUIRED EO. (SEE SCHEDULE FOR SPACING) AT PAN£LMATES" OR S.C. TAPCONS I j I I I O L==== I I I I I 4 Cont. I I I I I 1 I I I I I I I I _ o POURED CONCRETE I 1 REQUIRED E. D. = EDGE DISTANCE (^ SHEETSC9 & EILE ON 10& I1) 1 I I I W I I I I c.i I I 1 I II I I I I I 4 L 7"Min. SEPARA7101J j i z NOTE FOR COMBINATION OF SECTIONS ij ,o I TO GLASS I 1 I m WALL/FLOOR/CEILING MOUNTING SECTIONS CAN BE 1'Min. SEPARATION I I = I � I I W COMBINED /N ANY WAY TO SUIT ANY INSTALLATION. TO GLASS I I I I I I I t + i SIDE WALK BOLTS ARE 3/4 0x3/32TH1CK HEAD MACHINE SCREW W/LENGTH I I I W 7/8"0 3/32" I I AS PER NOTES A.2 & 8.2 (SHEET 1) X I 2 W I WING NUT B I >< TRUSS HEAD BOLTS ARE 1/2101/8'7`HICK I EVERY STUD J I I ° HEAD MACHINE SCREW W LENGTH I I 4 I m 12"O. C. 1 I I 7/8" d x 3/32' i I I I I I I AS PER NOTES A:2 & 3.2 (SHEET 1) I WING NUT® I x I 1 EVERY STUD I �� ® 12"O. C. Cont. ALTERNATE LEG POURED / a i LOCATION I CONCRETEOR CONCRETE BLOCK WALL / REQUIRED I ! N I I L POURED ONCREIF 11" r I I I I EDGE OF L I REQUIRED SLAB IF CONCRETE ANCHORSCONCRETE ANCHORS / APPLICABLE (SEE SCHEDULE) (SEE SCHEDULE) E D. Too- CEILING & FLOOR MOUNTING INSTALLATION Cont. SECTIOLN,"ttYlT:,,; .•.• �` pis, •''.� FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) EI F •.� �Y WALL MOUNTING INSTALLATION ®zots mreco.INC. 0.050" BERTHA DEEP) NE ALUMINUM PANEL FR.L No.441 SECTION 9 = EASTERN METAL SUPPLY, INC °'�a115 =•'O O ITE OF r'� 1 L ECO�I�C. 4268 WEST Awns f V a �• TILLR TESTING&ENGINEERING COMPANY WEST PALM BEACH.FL JJ407 1 S—D'QS SCALE: 112" PHONC.•(561)209-626J,FAx:'(561)841-1718 At t :065)9)1-1]l0. ��� w�C DRIWMG No �� 1t`'/JI'i f1:-,�`�\'4`,`\, v1O EB-0006719 as n-111 RN' 1611i41j. W�FLORIOA Llc.R44167.E. SHEEP fi Or 17 71 ADJACENT INTERIORLY ADJACENT N 1/4'0 TAPCONS PANEL- REMOVABLE PANEL / / S'OHM PANEL CONCRETE ANCHORS 0 fi'O. O W 1 12'Min. THREADED 114' 'Max. GAP 7/4"MGx. GAP AT 6`O.C. I HEADERAIION TO£XlST7NC WOOD p O o �N 3 p 1 O O`b .. Ci I ii p _ NE POURED CONCRETE WANY OTHER 1 REQUIRED TOP UH 2 TRACK A� p p C-t. I i OR ANY OTHER SECT 101 O—O 2TOP TRACK SCALE: 1 1/2'- I' 114=20x I S.S. WOOD HEADER ! i SIDEWALK BOLTS. j i is REQUIRED i W/7/8'X 7/32" WING NUTS AT OVFRIIP I ` I I, 'n 8 (BOTT) 12A.12B 8 (BOTT) 1/4'-20x1'S.S. 1 ADJACENT SIDEWALK BOLTS. I : 1/4'-20x1`S.S. PANEL W/7/e'X J/J2' INTERIORLY T� SIDEWALK BOLTS.Ji 4 W/NC NUTS AT REMOVABLE I 7/8'x OVERLAP STORM PANEL .� ADJACENT a W 7 8 X 3 32" I•Min.66rARArpN / / / II WING NUT® k l'Min. SEPARA77ON" ! WING NUTS AT --I TO cInSS EVERY STUD t TO GLASS j t OVERLAP ' '. 0 12"0. C. of O B i POURED CONCRETE I o 6 CONCRETE BL ra W BLOCK WALL p I 7/8'x J/JI" j 9 REQUIRED WING NUT 010 W W EVERY STUD j 0 12'0. C. x4'WOO p k 1 b �•_. ...� (� PLATE REO D. 1/4"0 ELCO PANELMATES 1— - SOLID"ET OR SC TAPCUNS— I W 0 STUD OR S.C. TAPCONS W/2"MIN. OR PANELMATES ANCHORS 0 2 -O C PENETPATiON AT MIOWIDTH 6 6'O.C.AT ADJACENT H£U ED OF PLATE"'6'O.C. PANELS 0 ADJ4CENT PANELS ' 8 (BOTT) 12A.12B 8 (BOTT) - WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION SECTION 12A SCALE: 1/2'- I' SECTION 129 SCALE' 1 /2•- ' INTERIORLY REMOVABLE STORM PANEL INTERIORLY REMOVABLE STORM PANEL SECTIONS PARTIAL ELEVATION MAX. A.S.D DESIGN PRESSURE- RATING = +50.0, -50.0 p.s.f. SCALE: 1 1/2'- I" . tpdtgtcutltitbty . 1.TIL(�T'J.,, �, ��.•• �t:.•l���EIV$Lc '/A�'� FLORIDA BUILDING COLE (Non High Velocity Hurricane Zone) 02015 Tanto,INC. 0.050' BERTHA ALUMINUM STORM PANEL F.N.C. 4A 167 (2.00" DEEP) wtAm BY. - ' EASTERN METAL SUPPLY, INC 0+/24/15 61F` a•• 426e wLsr ROWSDRhE TILLIT TESTING&ENGINEERING COMPANY MF PALM BEACH.R.J3407 •' � `•'kl!�`�1' ' \'{: PHONE.'(561)209-8267,FLY:(561)641-1716 15-045 T \l1 6319 X.M.J9T.S.h�.YJl.VwGIwA GN9Q1A R.JJIBB 'n�,' =��1.�•n..•.. •{'\1,`,^;• Pnm.:( 1aIEB 0008119(]OsNn-Ia1 umanm un P WNC N. WALTER A TILL'T Jr.,P.E. ao n-ul AN SHEET 7,OF 17 FLORIDA Lia 44167 A A a A EX STING 1 I%4J10' 2' J 1/2' - BRICK VEENER BRICKEXISTING PE1 11 4AM I 1%4"M%N. 2' J i/2' BRICK VEENER CONCRETE PENETRATION TO MAX MAX 2"TO •" .: CONCRETE BLOCK 1 c2q---I�T4-- contdI& NCRETE,_ ___ _ ___ cool.Cs lW x8'CLCD mala 00517NGI I POURED CONCRETE . LALITE NAS ANCHGRS OR i/4'0 STEEL ANGLE LINTEL I I \` 1/4'OrB"F.LL'O male _EXISBNGOX CONCRETE BLOCKONS OR 1/4'0 ELCO MALE AS APPLIGBI£ I POURED CONCRETE \ PANELU47E NAS ANCHORS OR 1/4"0 STEEL ANGLE LINTEL I WAIL REQUIRED OR CONCRETE BLOCK TAPCONS OR I/4'0 ELCO HALE A-S APPLICABLE I y yl PANELMATES(SEE SCHEDULE OR SPACING). j WALL REQUIRED ; I I 1 I PANF_I MATES(SEE SCHEDULE FOR SPACING). I I S W 1 u— I OPTION ii . SECTION 11 A OPT10N/2 SECTION 118 W .. 1'Mb.SEPARATION d. TO cuss I z I I U I I I I N I I i I I I I I EXISTING I i BRICK SILL I 1/4'0-20 r 3/4' I Gi S.S.DOL75 W/7/810x 1 J/J2'WING NUT Q' j d I 12'O.G. E'.U. EOCE DISTANCE I (5EE SCHEDULE ON } 1/}'MSN. ` o i i I' SHEETS 9 dt IO @ !T) ++ I. PENETRATION TO EXISTING I SIDE WALK BOL75 ARF J/4 CxJ/J27/TICK I CONCRETE BLOCK 1 I 4i SHIN G AS I 1 HEAD MACHINE SCREW W/LENGTH AS PER NOTES A2&D &1'TO CONCRETE APPLICABLE I _NOTE FOR COA49INATION OF SECTIONS I I I i .7(SHEET i) ++ WALL/FLOOR/COUNG MOUNTING SECTIONS CAN BE TRUSS HELD BOLTS ARE 1/2'0x1/07MCK COMBINED IN ANY WAY 70 SUIT ANY IN5TALLATION, HEAD MACHINE SCREW W LENGTH AS PER N07F..S A2 h B.2(SHEET 1) I I 1 I I 1 I I I I 1 I I i 1 I I 5 � I _ 2- 1/2'--� ConL. . Mox. Mox. ..,......, :_....I EXIS7NG \ii�Vt!£M1SSIp BRICK �15V1 !p' VEENEM D41 PoONC CONCRETE 1,ia oxo'EL Go mmo ^��`,�'. c I I/•'+.� FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) OR CONCRETE BLOCK F4NE'CMA7E TVAS ANCHORS OR i/4'0 V �,�G�1`S '•'}� WALL REQUIRED T.IPCONS aR r/<'a Elco MOLE C- 02015 ALTECO,INC. 0.050" BERTHA ALUMINUM STORM PANEL F.R.L. PANELMATES(SEE SCHEDULE FOR SPACING). TVG 44-167 e (2.00" DEEP) DRAWN BY.- GJ/za/s �� ILLATION � Ee �,W 1L EC O iM�. EASTERN METAL SUPPLY, INC �„E.. BUILD OUT INSTA C� 4266 WLS7 ROADS DRIVE SECTION 11 w r ('l TICCIT TESTING& EHCINEERING COMPANY HCA PAM BEACH,FL J3407 15-045 fl �� sass N.w.asu.sL si..s6a anlA rai+s.n.plea PHONE..,(561)109-826J,FAX..(561)841-17(6 ..., ,(ti'n Plwn.:(aoa)aPl-IsSa.fox:( k71-Isar wrt DRAWING No SCALE:J/B'= I' ` EB-0006719 IfTIIIP �l L1e(t\VV" W�FLORIDA U.RA4187.E. 1-zt1 /NA SHEET 6A OF 17 2fAX ti X A S D DESIGN PRESSURE RATING (2 s f) AND CORRESPOMM MAXIMUM ANCHOB SPACING SGhrIDU/F FOR M T r ATIONS IN CONCRETE AND CONCRETE BLOCK STRUCTEWM —D, Y"""IoaNgv WnMwI AAVAYrs sPAExuc r11R E a-J r/a•.. j a Wmrw PA+n WnYw/ Wawuu eACNc.+s�Ac.•m rae c u..J r/z•.. Aew,rw�r m AS0.OY•„CN5"1'2. M12' N/A 12" N/A 12' NIA r2' N/A 12' N/A I(TOP) N/A 12" N/A I2' NIA 12NIA 12' N/A I(TOP) 12" ri• 12' 12" 12' 12' !2" 12' I2" 12' 1(6,7770.) T 12' 1z' 12" 1z' r2" 1z' IT' r2' 1[eDRON) 12" N/A 12' N/A 72' N/A 12' N/A 12' N/A 2(RIP) NIA 12" NIA 12" NIA 11" N/A IaNIA 2(TOP) 9' ' ' 9" ' 9' 2(BOTTD.) 9" O" 9• 9' ' " ' 9' 9" 2 ponom) 9' NIA 9N/A 9' N/A 9" NIA Y' NIA JA(TOP) 9NIA 9' N/A 9' NIA 9' NIA 9' NIA JA(7DP) 9" 9' 1. 9' 9' 9" Y" 9' 9' J(BORON) 9' 9" 9' 9' 9' 9" 9" 9" 9' 9" J(BOTTOM) 12' n' r2• .12' r2" 12' 12" 12' 1r u" 4(TOP) 12' 7" r2' 12• '12' 12' 12' 12' 12" 12' 4(FOP) 12' n" 12' u" 12" 12' 12" 12' 12" 1z' 4(Bones) 12" 7' I2' 12' 12' /2' 12" 12" I2' r1' ,(Bono.) 9" NIA 9' N/A 9" NIA 9" NIA 9• NIA 54(MR) 0' N/A 9' NIA 9" N/A B' N/A 9' N/A 54(NP) 12' NIA 12' NIA 12" N/A 12' N/A N/A NIA 5(L7o7TON) Y' NIA 11' N/A 12' NIA 12' NIA NIA N/A 5(LAOTmu) 17' NIA 12' NIA 12' NIA 12' NIA N/A N/A 6(FDP) 9 NIA 1i 1/2" NIA 12' NIA 12" NIA N/A NIA 6(TOP) 110.0,-ID,O 12' N/A 72' N/A 12" N/A 12' N/A N/A N/A 6(B077CM) 8'-0' 110.0,-40.V 9' N/A II' N/A 12" N/A I1' N/A N/A N/A 6(OOTIOY) >6'-0' A4 DR UP 70 LESS 12' N/A 12' NIA 12- NIA 12' N/A N/A N/A 7(TOP) I= LESS 9' N/A II' NIA 12' NIA 12' NIA N/A NIA 7(TOP) IJP-0'• 12' NIA 12' NIA 12' N/A 12' NIA N/A N/A 7(BOTION) NNIA NIA 11" NIA 12" NIA I2' NIA N/A N/A 7(Bottom) NIA N/A 12' 12" 11' 12" 72' 12' 12" 12' 'e(IOM) N/A 12'' 12- 1?"' 12"' 12" 12'' I2"' 12•' 8(IDP)' NIA NIA 12' 11' 12' IT' 12' 12' 12' 12" B(1701TON) NIA 12"' 121 1Y'' 12°' IT' IT' IT' 12'' 6(wrrom)' NIA NIA 12• 12' 12' 12' 12' 12' r2" 12' 9(IDP) NIA 12'- I2'' 12'' I2'' 12'' 12'- 12'' 12'' 9(Top). 12" n' 12" 12' 12" I2" r2' 12' +2" n" 9(Borwu) 7" 12" 12' 12" 12" 12" 17' 12" 12" 9(B0r7D.) 12' NIA 12' NIA 12" N/A 12" NIA N/A NIA f0(TOP) N/A II 1/2" NIA12' N/A 12' NIA N/A N/A 10(TOP) 6' NIA 6' NIA 6' NIA 8" NIA NIA N/A 10(BORON) A. N/A 6' N/A 6' NIA 6' N/A N/A' MIA 10(3OrTOA0 9' N/A 9' N/A 9' N/A 9" NIA 9' NIA IIA(RIP) 9' NIA 9' NIA 9' NIA 9' NIA 9" N/A I!/.(lop) 9' 9' 9" 9" 9' 9" 9' 11(B0r7OM) 9' 9' 9' 9' 9" 9' 9" 9' 9' 9' II(Bottom) 6" NIA 6" H/A 6' N/A 6" NIA 6' NIA IJ DOPJ B' N/A N/A 6' N/A 6' N/A IJ LTOP) 6' N/A 6' N/A 6" N/A 6" N/A N/A NIA IJ(BOT70.) 6' NIA 6' N/A 6' N/A 6' N/A 6' N/A IJ(9077OM) USE G'OC FOR PANEL LENGTHS LARGER TMN 10'-0'AND USE/2'DC AS SHOWN ON SCHEDULE FOR PM'ELS LENGTHS EDUN.OR SHORTEN THAN 10'-D ..AN•Y/.U.ANCHOR SPACINGS ARE VAUD FOR J 1/2'LOGE DISTANCE.FOR E D.LESS TWW 3 AGTORS DRS LEGEND REOUCC ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE'BY THE FOLLOWING FACT (NOTE.•Min.f.0.FOR SOUDSEr ANCHORS S 3'J M,n FOR THS OPEPA77ON TO BE POSSIBLE,REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE me i"R TYPE ANCHOR LESS THIN)V/NIWMI SPACING WD CI=FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. SPACING FACTOR TAPCON(REGULAR OR S.G.)PANEL.ATE OR PANELMATE WAS J' E. D. >EDGE DISTANCE ACIUAL E 0. TAPCON(REGULAR) S.G.TAPCON.PANELAMTE OR PANELN/7E NAS SOLID SET SOLID SET !" J' - .86 .75 2 1/2' - .71 .50 1 1/2' J5 �•'' I FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 02015 I/LiFCO,INC 0.050" BERTHA ALUMINUM STORM PANEL F.R.L.too,h�167 -(z.DD" DEEP) DRAWN on ^_ 05/24/9 _ EASTERN METAL SUPPLY,'INC a,FE: LECO INC. 4268 WEST 8140.5 DRIVE WLSr PAL.DFACIA FL 3J407 TILLIT TESTING tk ENGINEERING COMPANY pI+ON£.'(561)209-6263,FAX:(561)801-7716 15-045 &155✓ N.M.1M.SL.Slwf. GNtOTl/S 1L JJIEE�4t;(•• ••,�;i Pro".:(>DEb 1 fm:()657671-I+II nlmi o DRAWING No ' SS;G i�N`�C „• E8 6719 E \1 WALT62 A TILITf Jr.,P.E. r-771 SHEET 9 Or 17 /(111{7 l\i1111\ FLOROIA Lic.44167 TOURED coNCRETE R I/4'0-20 S.S. MACHINE OCONCRETE BLOCKWALL REQUIRED DOLT N(/T&WASHER B 12'WO/. C. I-2,500'M, n. CONCRETE ANCHORS h 7/8"x J/J2' CONCR_ly ANCHORS I 2500• (SEE SCHEDULE) o I• WING NUT® POURED CONCRETE a f2 0.C. Min Cont. EVERY STUD OR CONCRETE BLOCK —�^ CUT PANEL ' ------ - a 12'D. C. WALL?fOU/RE0 � �N 1.000' POURED C.O. a 21 7E ANCHORS I1 9 a lz'D.c. CONCRETE r L ALTERNATE LEG IOG477ON REONREp 3311-rr 2'r 2'r.055'rO rf 2'x 5'x.055'Com. Alum.ANGLE OR 1'r 4'. 12�' .080'3105-HI54 SHEET lu ALLOY $ METAL Al—BEM PLATE 3105-1174 OR---T6 2 Cont.Alum.ANC.LF h SEPARATIO ' N j TO CLASSCASE A �Plon) CASE C (Plan) j• 13SCALE: 1/4"v I" SCALE: 1/4"= 1" 13 2'x J'x.095'3105 H-14 OR U 6063-T6 ALLOY Conf.Al..ANGLE WITH ANCIIORS a 12'0.C. d1 7.000' 7/8'x J/J2' WING NUT a HALF PANEL 3 1/4'CAP 1.000' 12'o. C. - _I 1 " PoURED CONCRETE VARIES 3"•i Olt CONCRETE OLOCK Mar WALL REQUIRED /•000' OR CON CONCRETE OR CONCRETE BLOCK WALL REQUIRED CASED (Plan) POURED CONCRETE SCALE.- 1/4"= F" REQUIRED I J\ CONCRETE ANCHORS (SEE SCHEDULE) 90,l L15/ 5, X = BUILD OUT DISTANCE o ; I TRACKS(TYP) CEILING & FLOOR MOUNTIN ------------ " INSTALLATION - SECTION 13 1 2'Mox. x SCALE: 1/2'- 1' `•' E D.- EDGE DISTANCE 1/4'm BOLT 4',4'x.072' (SEE SCHEDULE ON 024 O.C. J705-H14 OR 6063-T6 ALLOY SHEETS 9,10& It) W/JACXNUT Cont Alum.ANGLE NOTE FOR COMB/N41/0N OF SECTIONS CASE B (Plan) CASE E (Plan) WAU17-LOOR/CEILING MOUNTING SECTIONS C4N BE SCALE. 1/4 - 1 END CLOSURES DETAILS SCALE: 1/4" -= I- COMBINED LA COMBINED IN ANY WAY To SUIT ANY INSTALTION. e :,rj�r/ /`/ FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 02015 TXTECO.INC 0.050" BERTHA ALUMINUM STORM PANEL F.R.L (2.00" DEEP) D21WN BY.- '~ � 1 L EASTERN METAL SUPPLY, INC OJIZ4IMTJ5 ECO ENC. 4268 WEST RO40S DRAY TILLIT TESTING&ENGINEERING COMPANY WEST PAREACH,iL 33107 W f`J�• / AA tthhuvs gar.onu.1.sr.xe.vucuw cN,m¢.a.u,ns PHONE'(561)209-826.7 F":(561)841-1?16 15-045 _' <�n,• ���.F ```{"v`,�' Amv:(.10579],-,310.Fa.:(3"5)8)1-Ls,/, Rimnm n a. DRAWING No EB-0006719 an rr-ur � 3•• 6HCET Or I7 L `\ WALTER D T U. 41 D.E. 'A //. ,. •1 i�F'i�`.:4�` FLORIDA UM1I67 IttT 11 i1.F1111Lt�'' 44anunnq,/ C2 CONNECTION TYPE 1` •• ���y 3/16"0 ALUM.POP REFERENCE ANCHOR /—EXISTING RIVET OR 012 SMS SCHEDULE FOR MAX. STRUCTURE 18"O.C.(TYP,) SPACING C1 CONNECTION TYPE 1/4-20 MACHINE BOLT 3/16 RIVET OR#12 SMS 1 REFERENCE ANCHOR W/NUT LM 12"O.C.OR = (d 18"O.C. OR 1/4-20 SCHEDULE FOR MAX 9 #14 SMS @ 6"O.C. �iy � �.ST OF •: NUT&BOLT(TYP.), 3 SPACING Pt/ (TYP.TOP&BOTTOM) i /C� ,gyp UTILIZE(1)1/4"ELCO ULTRACON �i 1Fl �1 ALUM. TUBE EACH ANGLE WITH 1-3/4"EMBED TO �' '•�' �QQ' 6063-T6 ALLOY 2.70 KSI MIN CONCRETE,2-1/2"EDGE w �i/ m �`,•g SEE TABLE B FOR SIZE DISTANCE,3"MIN SPACING(PROVIDE oN / U1I4�t!e 1/2"MIN ALUMINUM ANGLE EDGE w w 2 Z a;6 DISTANCE). a Z w=•.X' ' 1"x 2"x,093"LE,TY 6 THREE 3/16"0 ALUM. FR AS]M. ALUM.ANGLE,TYP. POP RIVETS OR = t C3 w¢B TABLE'B(cc4) 3 THREE#12 SMS,TYP, UTILIZMINE 4.91" 1 X W N�LPANAIIQN PRESSURE VS ALL3WABLE LENGTH 1 x2 x1/8 GLASS FROM GWSS E J 3 3 m R 2"x 2"x 1/B" OR DOOR iV 1A3 2 Tx2•xll/" 3•x3"xA ALUM.ANGLE(ANGLE ^' c Dc w'= a PSF WITH 6B 0 WITH B/0 1 �'� ,D w t LENGTH SHALL MATCH 62 113' 13T THE WIDTH OF THE a TUBE BEING UTILIZED), x 72 107" 132" vl M 82 f0l': 132• 14 92 95" 13T � n loz 9a" 132CC4) TYPICAL CORNER CLOSURE DETAILS Cb ALTERNATE BUILD OUT MOUNT SECTION 120 93" 122" �� NTS SCALE 3"-1'-0" w J 128 �79• 117- -P N m ,, EDGE EDGE O Zv a DIST, DIST. 1-44 m g¢o LL FASTENER @ 10"O.C. 1 t;w 3 (USE ANY ANCHOR SHOWN = 3 g IN ANCHOR SCHEOULEI. o EXISTING CONCRETE, < G BLOCK OR WOOD FRAMING � r` I X z EDGE IST 3 CONNECTION TYPEREFERENCE ANCHOR L 3 $ ," � E w SCHEDULE FOR MAX. 4 ' N 2"x 2"x GLASS C g 1 J a 090"6063-T6c OR DOOR—� 4.91'MIN. iv w H W E SPACING fi ALUM,TUBE TYP. SEPARATION FROM ^F 1/4-20 S.S.MACHINE O 2 SCREW&NUT LBI = yip O Ntl 12"O.C.EN w i� aha 2"x S"x 1/B" GLA55 1/4"MAX.FROM PIN FOO a Q m 7 xS x CONTINUOUS X GUIDE TO BUSHING OR DOOR X >- . F i3 4 r .a ALUMINUM ANGLE N X L WASHER ITYP.I t L ~ z $ } OPTIONAL ANGLE INSIDE 2 U71Uff 4.91• 2 a EXISTING CONCRETE, 3 y ORIENTATION TYP. s m MIN. .3 3 w BLOCK OR WD00 m OR FRAMING FHOM GLASS w ° Y 3"x 1/4"CONT. CONNECTION TYPE6063-T6 ALUM.ANGLJ����C3 EFERENCE ANCHOR (MAY BE REVERSED SCHEDULPACINGS FOR MAX. CEILING / INSIDE MOUNT SECTION + g AS SHOWN DASHED) EO O WALL MOUNT SECTION SCALE:3 1'-0" C Y t , q P � D LOPYWGMFMld(L 9ENNM00 P.E 12 x 1/2"GALVANIZED 1 SCALE 3"-1'-0" 15-2340 R S.S.SMS,3/16"0 ALUM. (OUTSIDE) SCALE. OP RIVET,OR 1/4-20 ACHINE BOLT&NUT E OESCRTPTIONGE DESCRYPT ON: 181,o.C. SIDE CLOSURE OPTIONS _ ACC RDIONESSENTIAL SHUTTER ES SCALE,3"=V-0" °'.� FRA% ANCHOR SCHEDULE: CONCRETE *E 49 2.5°MIN EDGE DISTANCE r�nI� , rj SDans Up To 6'-0' Spans Up To 8'-B" Spans Up To IV-0" Z "p••• QST Tg(ID O ANCHOR LOAD CONN TYPE CONN TYPE CONN TYPE hV Is �(Ps) CI C2 C3 C1 C2 C3 C1 C2 C3 1/4"ITW TAPCON WITH 48 16.0" 16.0" 16,0" 16.0" 16.0" 11.0" 16,0" 16.0" 8.0" ANCHOR NOTES; //1-3/4"EMBED(3192ps1 MIN 62 16,0" 16.0 12,5" 1G.0"' 16.0" 7.5" 16,0" 15.5" 5,5" mCONC) 72 16.0" 16,0" 10.0" 16.0" 16.0" 6.5" 13.0" 12.0" 4.5" 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING 0160" 16.0" 7.5" 13,5" 12.5" 5,0" 10.0" 8.5" 3.5" ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE w SX c LIMITED TO MAXIMUM ALLOWABLE SHUTTER SPAN ILLUSTRATED HEREIN(Pg 1). Q >U°1 w o 128 13.5" 12.5" 5,0" 8.S' 7.0" 3.0" 6.5" 5.0" /� Q Q'�U, 1/4"ELCO ULTRACON WITH 48 16.0" 16.0" 16.0" 16.0" 16.0" 10.5" 16.0" 16.0" 7,5" 2, ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, LJ t m Z°o 1-3/4"EMBED'2700ps1 MIN 62 16,0" 16.0" 12.5" 16.0" 16.0" 7.5" 14.0" 13.5" 5.5" ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR Z ry 0 w EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER CONC) 72 16.0" 16.0" 10,0" IS.S" 16.0" 6.0" 11.5" 10.5" 4.5" THAN OR EQUAL TO SHUTTER SPAN. 90 16.0" 16.0" 7,5" 11.5" 10.5" 4,5" B.5" 7.5" 3.5" m 128 12,0" 11,0" 4.5" 7.5' 6.0" 3.0" 5.5" 4.S., •' 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE, w K 3 y 1/4"ELCO CRETEFLEX SS4 48 16.0" 16.0" 16.0" 16.0" 16.0" 15.0" 16.0" 16.0" 11,0" o w 4. EXISTING STRUCTURE MAY BE CONCRETE,GROUT FILLED OR HOLLOW ,P a W/2"EMBED(335opsl MIN 62 16,0 Ifi.O" 16.0'• 16.0" 16.0" 10.5" I6.0" 16.0" 7.5" FRAMING. BLOCK(ALL BLOCK SHALL CONFORM TO ASTM C-90),OR WOOD •�O g CONC) 72 16.0" 16.0" 14,5" 16.0" 16.0" B.5" 15.0" 13.5" 6.5" FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON a S 90 16.0" 16.0" 10.5" 15.5" 14.0" 6.5" 11.5" 9.5" 5,0" TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE.SEE --- fi CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. P. 128. 15.5" 14.5" 6.5" 10.0" 8.0" 4,0' 7.5" G.0" 3.0" Xtl S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE LOAD 1"MIN EDGE DISTANCE ONLY,AS DEFINED IN ACI 355.2. n i (Psf) Cl C2 C3 C1 C2 C3 CS C2 C3 ti 1/4'ITW TAPCON WITH 48 16,0" 16.0" 7.5" 16.0" 16,0" 4,5" 16.0" 16.0" 3.5" 6, THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED 1.3/4"EMBED(3192ps1 MIN 62 16.0" 16,0" 5.5" 16.0" 16,0" 3.5" 13,5" 13.0" IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS,EMBEDMENT u LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER w_ a CONIC) 72 16.0" 16,0" q.5" 15.5" 15,5" 3,0" 11.0" 10.0" ! FINISHES. 90 16.0" 16,0" 3.5" 11,5" 10.5" > 8,5 7.0" S 128 11.5" 10.5" % 7.0" 6.D" i 5.5" 4.5' 7, WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS ~li, 0 0 48 16.0" 16,0" 12.5" 16.0" 16.0" 7,5" 16.0" 16.0" 5,5" VARY.FIELD VERIFY THAT FASTENERS ARE INTO ADEpDATE WOOD FRAMING �i1 S�I QO M 1/4°ELCO ULTRACON WITH MEMBERS,NOT PLYWOOD.FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR Iii 0-0 0,n I.3(4'EMBED(2700psi MIN 62 16.0" 16.0" 8.5" 16.0" 16.0" 5.5" 13,5" 13.0" 4.0" SIDE CLOSURE PIECES. CONC) 72 16.0" 16.0" 7.0" 15.0" 15.5" 4.5" 11.0" 10.0" 3.0" O 2� ¢�' 90 16.0" 16.0" 5.0" 11.0" 10,5" 3.S' 8,0" 7.0" 8, WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER a V J IwG SHALL BE LOCATED IN CENTER OF NOMINAL 21 X 4°(MIN,)WOOD STUD.3/4" 4 p 128 11.5" I0.5" 3.5" 7.0 6.0" 5.5" 4.5" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. G SCREWS SHALL Y o a v HAVE PHILLIPS PAN HEAD OR HEX HEAD. --��' v z 1/4'ALL-POINTS SOLID-SET LOAD 1-1/4"MIN EDGE DISTANCE LV' w w N u ANCHOR W/7/e"EMBED& (psf) Cl I C2 C3 I CI I C2 I C3 Cl C2 I C3 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2"ENGAGEMENT OF THREADS IN E 3 8 1/4-20 SS MACHINE SCREW 40 16.0" 16,0 9,5" 16.0" 16.0" 5.5" 13.5" 4..' BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER o g HEAD SIDEWALK BOLT),U.O.N. a (3000pM MIN CONIC) 62 16.0" 16.0" 6.5" 13.5" 14.5" 4.0" 9.5" ( ) p1 v 72 16.0" 16.0" S.5" 10.5" 11.0" 3.5" 7.5" ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USE. )X .� 90 13.0" I4.5" 4.0" 8.0" 7.5" 6.D" O DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, u 128 8.0" 7,5" ° 5.0" 4,0" 4.D" L R _.__-____.__-___ _ _. NUT OR WASHER WINGNUT. AR 1/4"ALL-POINTS SOLID-SET LOAD 3"MIN EDGE DISTANCE ANCHOR W/7/8"EMBED& Psf C3 C2 C3 CI C2P7.5" CS C2 C3 30. MINIMUM REQUIRED CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR 1/4-20 SS MACHINE SCREW 48 16,0" 16.0" 16.0" 16.0' 16.0" 16.0" 16.0" 9,0" SCHEDULE AND SHALL BE VERIFIED BY OTHER SEPARATELY. (3000ps1 MIN CONC) 62 16,0" 16.0" 15.0" 16.0" 16,0" I.W. 16.0" 15.5" 6,5" 72 16.0" 16.0" 12,0" 16.0" 16.0" 13_0" 12.0" 5,5"13.5" 12.0" 10.0" 8.5 4.0"128 13.5" 12.5" 5,5" 8.5" 7.0" 6.5" 5.0" }] 1/4"POWERS 55 DROP-IN LOAD 2-5/8"MIN EDGE DISTANCE x u 3gy� n W/1/4-2055 BOLTAND (Ps() Cl C2 C3 Cl C2 C3 Cl C2 C3 1"EMBED(3000psi MIN 416 8 .0" 16.0" 16,0" 16.0" .5" 15.5" 16.0" 6.5" 61 CONC) 16.0" 1 11.0" 1 15.0" 16.0" 11 6.5" 10.5" 10.5" 4,5" 72 16.0 6.0" 9.0" 12.0" 12.5" 5.5" 9.0" 8.0" 4.0" 9015.016.0" 6.5" 9.0" 8.0" 4,0" 6.5" 5.5 3.0" 0A 128 9. 8.5" 1 4.0" 1 5.5" 1 4.5" 4.5" 3. $' E - lT aB LOAD 3-1/2°MIN EDGE DISTANCE ti 3 1' a3 3/0"POWERS SS DROP-[N _H .�, W/3/8-16 SS BOLT AND Psf CI C2 C3 CI C2 C3 Cl C2 C3 y 1"EMBED(3000ps1 MIN 48 tG.O" 16.D" 16.0 16.0" 16.0 10.0" 16.0" 16.0" 7.0" 1a9n }yg CONC) 62 16.0" 16.0" 12.0" 16.0" 16.0" 7.0" 11.5" 11.0" S.0" 72 16,0" 16.0" 9.5" 13.0" 13.0" 5.5" 9.0" 8.5 4.0" C YIIIGHTFRAMKL.BEf DORS. 90 16.0" 16.0" 7.0" 9.5" 8.5" 4.0" 7.0" 6.0" 3.0" 15'23}0 a 128 9.5" 9.0" 4,5" fi.0" 5.0" 4.5" 3.5" 5" SCALE: - . PAGE DESCRIPTION: E.A.ESSENTIAL FACILITIES E - ACCORDION SHUTTER D T • . wig 4gdif 19mu ®m3m .wm . �r EmmEmmm. Km ®�E�Emm ,% 1/4 ON WITH m®�m.m.®i%%%im.mt%%moi��m•��m.m.®® rte®■®m.m.m.%%ii /r. Ir%//%i ® WO/'//%%J/wloo/M% ''//%%11% L1�/G,%%%%.'%/W//''///L'S%% W//f111, %///,V/Y///.%%%EV/%%%�W.WIN 0® %%/%//0m0ma %i''//%i!//% %y%G%i%/lf//%%'//%�/%//tel/// ®M%%'1//%%%%V/%%%//////,%%%f///.%%%%i%Y/14%%WZ//OEMwo //%///%%1/%!/%'//!///.%XI%/%e///,��/,,wo i ANCHOR VP(1-1/4"EMBED Immm ��®%Xy/y%%/%%%'// //% '////%s//r.// 1%''// %i, ■ %/%y%ii "%'�l%//,�N�l//i'//Y'%% 1 1-3/4'EMBED �0D©m©�0�©0mm0��00� %//////%/////%i0////%i'/////////.%///////1 m a ® 9 E m I m m��� '//////%/////%i'///////%%////////%////////////%ice///////..wmma//%/G%%%///X///.."M//%/1�7 %%%iM/K. WAS %/%%///. m�®///%'SY///I///,wy/V/X111/%f///%/%�/,WE%/M// 9 a m�/1'/%//®��/Y�9/%�%%%%�%1�1//%/w0 %�o////l/Xyl//%ll'%d'0mr// 6 111111 Ir, ANCHOR SCHEDULE: HOLLOW CONCRETE S . QST OF SCR ANCHOR SCHEDULE: WOOD (G=0.55) 19 2"MIN EDGE DISTANCE 3/4-MIN EDGE DISTANCE Spans Up To 6'-0" Spens Up To B'-8" Spans Up To 11'-0" G Spans Up To 6'-0" Spans Up TO fl'-s" Spans Up To 11'-0" LOAD CONN TYPE CONN TYPE CONN TYPE O LOAD Z W=y X$ O ANCHOR (psf) t'n CONN TYPE CONN TYPE CONN TYPE r IS Ci CS C2 C3 Cl C2 C3 Cl C2 C3 O ANCHOR (psf) Q LL 5 i Cl C2 C3 Cl C2 C3 Cl C2 C3 �rUtn� ¢W 4 lD o 1/4"POWERS TAPPER.W/ 48 15.5" 15.5" 6.5" 10.5" 10.5" M1.0" 8.0" 8.5" 1/4"LAG SCREW WITH 1-3/4" 46 16.0" 16.0" 11.5" 16.0" 16.0" 7.0" 16.0" 16.0" 5.5" 7 .c m;y w o 0 1-1/4"EMBED 62 12.0" 12.0:' 4.5" 7.5" 8.0" 5.5" 5.0" MIN THREAD PENETRATION 62 16.0" 16.0" 8.5" 16.0" 16.0" S.5" 16.0" 16.0" 4.0" L c 0 72 10.5" 10.5" 6,0" 6,0" 9.5" M1.0" 72 16.0" 16.0" 7.0" 16.0" 16.0" 4.5" 16.0" 16.0" 3.5" W ;: B +- 90 7.5" B.D" 4.5" 4.0" 9D 16.0" 16.0" 5.5" 16.0" 16.0" 3.5" 13.0" 11.5" 2.5" LIS 3 J 12R 4.5" 4.0" 128 16.0" 16.0" 3.5" 11.5" 9.5" 2.5" 8.5" 7.0" 8 N 7/16"WOOD BUSHING WITH 48 16.0" 16.0" 9.5" 13.0" 13.0" 5.0" 9.5" 10.5" 3.5" m § 1.13"MIN EMBED&1/4.20 62 14.5" 14.5" 6.0" 9.5" 10.0" 3.5" 6.5" 6.S" 2.5" /!, rh l7 SS MACHINE SCREW 72 12.5" 12.5" 5.0" 7.5" 7.5" 3.0" 5.5" 5.0" 2.0" O ,L.nmp 9D 9.5" 10,0" 3.5" 5.5" 5.0 2A" 4.0" 3.5" IIR 5.5" 5.0" 2.0" 1 3.5" 3.0" 2.5" 2.0. #14 SMS 414 WOOD SCREW 16.0" 16.0" 13.0" 16.0" 16.0" 8.0" 16.0" 16.0" 6.0" i OR 1/4"TH I.E�DWERS TAPPER+ 16.0" 16,0" 9.5" 16.0" 16.0" 6.0" 16.0" 16.0" 4.5" b PEIN TPA7]ON 1N THREAD _ 16.0" 16.0" 7.5" 16.0" 16.0" 5.0" 14.0" 13.0" 3.5" w 16.0" 16.0" 6.0" 14.5" 13.0" 3.5" 1065" 9.0" 3.011W a w 128 14.5" 13.5" 4.0" 9.0" 7.5" 2.5" 7.0" 5.5" �,C b 0(M•1 O 2 m M1 Z ANCHOR SCHEDULE: GROUT-FILLED _ )-�`uQ ANCHOR SCHEDULE: WOOD (G=0.42) �!'C LL n 4"MIN EDGE DISTANCE 3/4"MIN EDGE DISTANCE .� 3 Ci LOAD Spans Up To 6'-0" Spans Up To 8'•e" Spans UD T.11'-0" rj Spans Up To 6'-0" SD CS Up To B'-B" Spans UD To 11'-0" a o g CONN TYPE CONN TYPE CONN TYPE u~i LOAD CONN TYPE CONN TYPE CONN TYPE v (PSI) O ANCHORca i ANCMOf. Cl C2 C3 Cl C2 C3 Cl C2 C3 i (psf) Cl C2 C3 Cl C2 C3 Cl C2 C3 5/16"ITW TAPCON%L W/ 48 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 11.5" 1/4"LAG SCREW WITH 1-3/4" 48 16.0" 16.0" 9.0" 16.0" 16.0" 5.5" 16.0" 16.0" 4.0"41 r o y 2-1/4"MIN.EMBED 62 16.0" 16.0" 16.0" 16.0" 16.0'$ 11.5" 16.0" 16.0" 8.5'k MIN THREAD PENETRATION 62 16.0" 16.0" 6.5" 16.0" 16.0" 4.0" 14.0" 14.0" 3.0" 16.0" 15.5" 16.0" 16.0" 9.5" 16.0" 16.0" 7.0" n 72 16.0" 16.0" 5.5" 16.0" 16.0" 3.5" 11.5" 10.5" 2.5" 90 16,0" 16,0" 11.5 16.0" 16.0" 7.0" 13.5" 11.5" 5.5" �'p'"'•�' 90 16.0" 16,0" 4.0" 12.0" 11.0" 2.5" B.5" 7.5" 2.0" G I`uO 128 16.0" 16.0" 7.5" 12.0" 10.0" 4.5" 9.0" 7.0" 0 128 12.0" 11.0" 2.5" 7.5" 6.5" 5.5" 4.5" 5 r 5/16"ELCO ULTRACON W/ 48 1 16.0" 16.0 13.5" 16.0" 16,0" 7,5" 12.0" 13.0" S. #14 SMS,#14 WOOD SCREW 48 16.0" 16.0" 9.5" 1660" 16.0" 5.5" 14.0" 15.0" 4.0" z 2-1/4"MIN,EMBED 62 16.0" 16.0" 8.5" 12.0" 12.5" 5.0" 8.5" 8.0" •: O OR 1/4"POWERS TAPE"' O WITH 1-3 4"MIN THREAD 62 16.0" 16.0" 6.5" 14.0" 15.0" 4.0" 10.0" 9.5" 3.0" g O V 16.0" 16.0" 7.0" 9.5" 9.5" 7.0" 6.0" ,+O PENETRATION 72 16.0" 16,0" 5.5" 11.0" 11.5" 3.5" 8.0" 7.5" 2.5" f y 12.5" 5.0" 7.0" 6.5" ..i 5.0" 4.5" % ' 90 14.0" 15.0" 4.0" 8.0" 7.5" 2.5" 6.0" 5.0" 2.0" .LL128 7.0" lze as^ 8.0^ 2.5" s.0" 4.T' ////� a.0^ 3.0" F/,/, i5'Ge A % ANCHOR NOTES:SEE SHEETgq@�{ 5 FOR ANCHOR NOTES. gy�Q WPYRIGRTfP.WKL SENW0C P.E 15-2340 B SCALE: PAGE DESCRIPTION: E.A.ESSENTIAL FACILITIES F ACCORDION SHUTTER [C // a L/Jl 4 .Uxafum A4p, RMIGN 1'FENSVEF$.4M G (m.9-42 AND COEWSBOM2MG MAXWW-kNCXOR SQ7XCd ECSC DALE FOf� INSTArr dTIONS IN 1Y�j1VCRKM AND CONCRET>w' BLOCK STRITCTLJRFS AS0. 1p.ClRA/A'AaAM6.9'MCRiC FDR!Il x 3 i/Y• 6601RW'S//A W1A9LN Iw.11a AS0.W M5YYICL AYOA.RS 9AY.IM1C fM E D.x 3'A.. StiLT1OAT/A IMXWW PANT PR634Y/RE RrO"[WOWS =v ST' SGLU'6,W PAMEJURLI I ra2 C NK .l A'Lpg9MrI6YI IOA'M 1'(I1J PASMY' RELT.P.4f TNCOM9 Salp Srr SRTAR.1]N pANnAA1E5 PMp1Yl1r NAS AN'GpMAW11RN u—,,l"(R) 6xs.t-7 m IXY+CA[7£ v YIRWRY m o t+R m ws xRr m PMARc_m uaRHm'm rnry,wzr m Wsswer m LEI*&i m uattlVRr rlar R'" G`x'i'J m mrvtX'�'Ir m MI�.YWr m ta2'RF+E'm uaIXYael' rD rn Garr m Mtmt'1fY m I L m Yup mr m rxcla mut9r+,m Cs'F+EX 12" WA tY WA tY WA 12- WA WA WA I(rOP) 11' WA It, WA if" N/A 11" NIA it" NIA I(Top) !2' 7. 12' 12- 12' 12' 12' 1. 12' 12• 1(moTTOM) II" 4- !l' !I' II' II' 11" Tit, r I(30770m) f2- N/A 12' NIA t2' WA 12 WA tz' NIA 1(TOP) t1' N/A fl' N/A Ii- N/A it, NIA ii' NIA S{mPJ 9" 7- 9' 9" 9. .9' 9- 9• 9' 2(BorrOM) 6' 4' 9" 9 9' 9" 7" 9' 7" 1(QOfROM) 9' N/A 9' N/A 9• WA 9' N/A 9' N/A JA(TOP) 9' NIA 9' NIA 9' NAA 9" WA 9' NIA JA(iIW) 9' Y 9' '9' 9' 9' 9 9" 9" 9' J(607TDM} B' i' 9' 9' 9' s' 9" 7" 9" 7- J(NOT7OM) •!>12', 7- 12- 11' 12• 12' 11 tZ- I2• I2" 4(YUP) 11^ 4' Ir It" 11 1t' It" 7. I1' 7- 4(TOP) r Iz- i2' I2' 12' r2" 12' 12' 12' 4(ROr7C4A) 11" 4' 11' W 11' IT, 1t' 7" 1t' r 4(BOTTOM) 9' WA 9' NIA 9' N/A 9' NIA 9" NIA 54(rr.w) 9' WA 9' NIA 9' NIA 9" N/A 9' NIA 54 trap) t0• NAA 12' WA 12" WA 12, WA NIA WA 5(ROriOM) 5' B' 7' NIA 9' NIA 6' NIA N/A NIA 6(BOTTOM) t0" NIA 17* N/A 11 NIA 11" NIA N/A NIA b(70P) 9" MIA f0' NIA 12 NIA it' N/A NIA NIA 6 oup) �40.0,-40.0 t0" N/A 12- NIA t2' NAA 12- NIA NAA N/A 6 mo170N) Q'-o' "Go,,-tao B" N/A 7" N/A 9" NIA 6• WA NIA NIA 6(BOTTOM) 9�' LIP To OR I)P 60.0,60.0 t0" N/A 72' NIA r2' N/A 12' NIA NIA WA 7(TOP) 1653 s60.0.-90..0 S' WA 7^ NIA 9' NIA B' NIA N/A NIA 7(fop) LESS 7D" WA t2' WA 12' NIA 12 N/A NIA NAA 7(DOrTagI 5' N/A 7' NIA 9- NAA 8' N/A NIA WA 7(BOTTOM) NIA NAA 12" 12, 12• 12" 12' 12• f2' 12' .6(TOP) MIA WA 11" 12" 72' 12- I2' 6^ 12" 6' 0(ROP) NAA NIA 12' 1'[' 12" 12' 12' 12' 12 12' 6(BOrroM) NAA WA f2' 11 12" 12' 72' 6- 17' 6- 6(60"ITKI WA N/A 12' fl, 1 12' 11' 1 12" 12' IT" 12' 9(TW) NIA' NIA 12- FI t1' !Z' t2' 6' 1• 6" 9(TOP) le 7- 12' I2' 12" 12' 12' I2' 12" I2" 9(BorrOM) 11' 4" 11" 11' it' 71' 11' T 1" 7- 9(Barrow) to* N/A 12' N/A 12' NIA 12' NIA NIA NIA IO(fop) 9' NIA 10' NIA IV WA 11- NAA NAA WA t0 trop) 6' NIA 6' N x b' NIA 6' WA N/A WA gllA H-) 6" WA 6" NIA 6" NIA 6' WA NIA NIA 10(tXIiRIM) 9' 7- NIA kA N/A NIA 9' Y 9" 7' 1-) e' 4" N/A NIA MIA NIA 9" 7' 9" 7 11A(TIP) 7' WA N A WA N/A 9' 7^ 9" 7- rGwIB" 4- NIA NIA NIA NAA 9 Y 9' ltt(BOTTOM) NAA 6' WA 6- WA 6' WA N/A NIA OP) 6" NAA 6' N/A NIA NIA 73(OO°J 6' NIA 6' NIA 6" WA 6" WA N/A WA IJ(eorTOM) 6- WA 12'" NIA 6' NIA b' WA N/A NIA IJ(B0r7OM) 9dCKQR,F EEGEND .•MAXIMUM ANCHOR SPACINGS ARE VAUD FOR J 112'ETr6E DISTANCE,FOR E.O.LESS THAN J 1/2', REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOW ON SCHEDDU BY WFOLLO"NO II TORS. ANL'NOR TYPE ANCHOR SPACING (NOTE:Min E.D.FOR SOLIDSf.7 ANCHORS 6 J"1 FOR THS OPERABIXJ TO BE POSSIBLE,REDUCED SPACING OBTAINED USING FACTOR SMALL Nor BE TMCON(RIUUR OR S.C.)PANUMAIE OR PANEEMAIE NAS J. LESS 7N N MWIWAk SPACING INDICATED FOR EACH ANCHOR rTPE AT ANCHORS LEGEND. FACTOR SOLID SET J' ACIUAL G 0. 'MPCON(REGUW2) 10.rAPCON,PANEUMTE OR PANEIAGi7E NAS SOLD SET y - .56 .75 .71 .50 2" _ 50 _ tSirti11i4GLe„JJ 1 r/YJs - _ \�''�\�,�4FY F'•. 11�(/rTTi,,: FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) EN6, ;',- 010!5 L7EC0 INC 0.450” BERTHA ALUMINUM STORM PANEL F.RL . F (2.00" DEEP) D^4 or., " `�' • DATEASTERN METAL SUPPLY, INC E, i!L,ECOi}C• 4266 WEST ROADS Ofil r WEST PALM BEACH.FL J3407 15-045 TILLIT TESTING k ENGINEERING COMPANY FAX: 561641-MIT • A'. 1 rt-4" Q,`y` N55 M.rt.Jstle.R. VNgRu G�ro[O4 fl[Otte PNONC.'t561J2O9-626J ( 1 ^.( •, A{ !'� ,"'!"+f V1m�.:(Jt'+I97t-iSID.Pot:(Y1M1)etf-19f RSOMIA� rt .. Otfua.lgx OR4WTNG N9 �.��•,, 4RIGr ti+ ; Ee-ooG6ne WALTER A TIL1,1T Jr..P.E- uIl r1-,vi wV1 SIM SHEET 10 OF 17 .\1 FLORIDA LtC.AAt87 Tlftll VlTii0t111t4tt, MAXWM A.S.D. DESIGN PRESSURE RATING (mgf) AND CO RESPONDING MAXIMM NCHOR SPACDYG SCHEDULE FOR INSTALLATIONS IN CONCRETE AND CONCRETE BLOCK STRUCTURES w.xw A.vlan 9PAGPIC Ica E a-J 1/S".• A=wA_1mE ro Marnwr wrAAm Anolorrs svACMO Ina c a-s r/z•.. APFLG4L ro ASO.OLSTN SEOIpN6�G IµpMOy pA�y AS0.lti9'G' 'fr/p,.��4 WbvW GNlt[ mtsurte A4cMAR lrscroAs mm sEr scrMcwl F,wFiwar vnaTSAns rvAr ANr cOXeov4luv IDw•n1 t•(rt) r6ezwE accr+:w raesws xw ser snruccw P,w¢wrzs EM,;rn�s Arr w.vmumw uscrx•L•(rt.) MruG!n•_r) Ip £ro dlefMlO' to COKREIE 0/AIAVFY 10 c+L MrE r0 rusoN,er m¢MCaeTE ro w9'Avrsr roaYKYSre TO- a'rzeM 6^ �".I.1 m CdT.mTc m uasOAnr ro o-tE w-rr ro mncNElcrow n ro mnviE2 m wscwRY ro cttAc'/a1c m u�Lwwr of r+aM 12'. N/A. 12' N/A 12' N/A 12' N/A 12' N/A 1(TOP) 6 1/2' N/A 9' N/A 9- N/A 9' N/A 9' N/A 1(TOP) r2" 11/2' 12" 12' 12' 12' 12" 8 1/2" 12' 6 112' 1(BOTTOM) 9" 7" 9. 9- 9' 7' 9' 7' 1(Borrow) IT N/A 12' IIIA 12' N/A 12' N/A 12' N/A 2(TOP) 9" NIA 9' NIA 9- N/A 9' NIA 9' NIA 2(TlM'J 9" 4 112" 9' 9' 9' 9' 9" 8 112' 9' 8 1/2" 2(BOTION) Y. 9 9' 9" 9" 7' 9' 9' 2(B01IOM) 9" NIA 9' N/A 9 NIA 9" N/A 9- N/A J4(TOP) It. 141A 9' NIA 9- N/A 9' MIA 9- N/A 2%Trop) 9• 4 112' 9' 9- 9. 9" 6 112' 96 112' J(BOTTOM) 9' 4' 9" 9' 9' 9" 7- 9" 9' J(BOTTOM) 12' 4 1/2' 12" 12- 12' 12' 12' 8 112' 12' B 112' 4(TOP) 9' 7- 9' 9" 1,711A " 9' 7" 9' 7' 1(NP) 12' 4 1/2' 12' 12' 12' 11' 12' B 1/2" 12' 8 112' 4(ROTTGM) 9' 7' 9' 9' ' 9' 7' 9' Y 4(60/10.) 9' N/A 9' N/A 9" NIA 9" N/A 9. N/A 54(rOP) 8' N/A 9" NIA A 9' NIA 9' NIA 54(TOP) 6 112' NIA 7 112' ,N/A tl" NIA 7 112' N/A N/A N/A 5(BOTTOM) 5' NIA 6• NIA A 7' NIA N/A NIA 5(BOTTOM) 9' N/A 9 I/1" N/A 10" N/A 9 1/2' N/A N/A N/A 6(TOP) 7 N/A 8' N/A A B' N/A N/A N/A 6(TOP) 110.0,-40.0 6 1/2' N/A 7 I/1' N/A tl' N/A )I/2'' N/A N/A N/A 6(WT1U) UP ro 190.0.-90.0 5 N/A 6' N/A A 7" N/A N/A N/A 6(BOTTOM) 7'O" W ro OR -00.0 6' NIA 6 112" NIA 7" NIA 6 I/2" N/A N/A NIA /(/OF) 12'-6' 100.0,�J0.0 5' N/A 6' N1A A 7' NIA N/A N/A l(MAJ LESS N/A 6 112" N/A Y MIA 61/2 NIA WA N/A 7(BOTTOM) 5' NIAK12' NIA A 7' N/A NIA NIA 7(BOTTOM)NIANIA 12"• 12'• 12'• 12"• I7'• O'• 12"• 6'• e(TOP)• NIA N/A 6' ' 12' 6. 12" 6• 6(TOP)NIA. NIA 12'• 12'• 12"• 12'• 12-• 6"• I2'• 6'• e(BOTTOM)• NIA NIA 6 ' 12" 6' 12" 6' 8(BOTTOM)N/A N/A 12'• 12'• 17'• 12'• 12'• 6" 12'• 6. 9(TOP)• N1A N/A 6" ' 12" 6' 12' 6' 9(Top)12" 4 I/2' 12" 12" 12" 12' 12' 8 112" 12- 6 112' 9(ROTTOM) 9' 7' 9' - 9' 7' 97- 9(DOTTOM)9" N/A 9 112' N/A 10' NIA 9 112" N/A N/A HIA 10(TOP) 7' NIAN/A A a' NIA N/A NIA to(Top) 6' N/A 6 NIA 6' NIA 6" NIA N/A N/A 1O(BOTTOM) 5' NIAN/A 6' N/A 6' N/A N/A N/A t0(80rrON) 9' 4 112' MIA NIA NIA NIA 9' 4 I/2- 9' 4 112' 11A(TOP) 3' 4' NIA N/A NIA NIA 7" 7- 7' 7' IIA(TOP) 9' 4 1/2' NIA NIA NIA MIA 9" a 112' 9" 4 112' 11(BOTTOM) 5' 4 NIA NIA NIA N/A 7" 7' 7' 7- 11(Borrow) 6' N/A B NIA 6" NIA 6'" N/A .NIA N/A IJ(TOP) 6' NIA 6" N/A 6' NIA 6- N/A N/A NIA 13(7OP) N/A 6 NIA 6' N/A 6' NIA NIA N/A IJ(BortoMJ 5 N/A 6' N/A 6• NIA 6" NIA N/A NIA IJ(BorrOM) •USE 6'DC FOR PANEL LEWHTS LARGER T-1M'10'-0'AND USE 12'AS SHOWN ON SCHEDULE FOR PANELS LENGTHS EQUAL OR SNORTER ThAN 10•-0' ANCHORS LEGEND ••MAXIMUM ANCHOR SPACINGS ARE VALID FOR J 112-EDGE DISTANCE FOR ED.LESS'M"J 112'. Mm' HrDUCE ANCHOR SPACING BY MULRPLKNG SPACING SHOWN ON SCHEDULE BY WE FOLLOWING F CTORS. ANCHOR TYPE ANGIOR SPACING (NOTE:Min.E.D.FOR SO1105Ef ANCHORS IS 3� FOR IRIS OPERATXIN TO BE POSSIBLE;REDUCED SPACING OBTNNED USING FACTOR SHALL NOT BE TAPCON(REGULAR OR S.C.)PANELIINTE OR PANELMAIE WAS J" LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND._ E. D. =EDGE DISTANCE FACTOR SOLID SET J' ACTUAL E.D. rAPGON(REGUIM) SO TAPCON.PANELMATE OR PANELAIATE'NAS SOLID SET .86 .75 2 112- - .71 .50 y - .50 - \aititi=111i7.( iAAYFYA�.,r ;z����'��rENSF.'✓ni FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) _ 02015 nLIECO,INa 0-050" BERTHA ALUMINUM STORM PANEL A:a.L Na 44157 (2.00" DEEP) DRAWN BY. 03/24115 IL ECO,N�. EASTERN METAL SUPPLY, INC OA1-. STPALk� BBEACWEST�H,P.33107 15-045 l'�`I' ••`*J\� TIWT TESTING d:ENGINEERING COMPANY WEST J209-d16J,F (50f)841-1716 nC•^ ��` ,� ` au6 MRS.x n.Rr.JaS.`Mc+1u cVmoes.R Attie PHONE.- 561 AX: ORANINC No EB-0006719 oomr-ur ,I �fiJ4ilil:01\1\ WALFLORIDA ILUTJ.,P.E. R/ SHEET IIOr I7 TA7f(fll 1/40 TAPCONS W/1 1/1"MIN 1/4'B TAPCONS 1/4'B TAPCONS ' WIT 1/2'MIN. THREADED PENl:7RAnON W/1 r/2-MIN. TO EAD D P WOOD 1/4'0 TAPCONSTHREADED IXLSONG WOOD THRFAOED PENETRARON TO THREADED PENETRATION W/1 I/2'NIM HEADER,(SCE SCHEDULE) r I5-G WOOD HEADER.(SEE SCHEDULE) 7NR£ADED PENETRATION 250• HEADER.(SEE SCHEDULE) I 00577NG WOOD _L I6 HEADER,(SEE SCH£DULL) M O Cant 1'Min. 9I'• 7.123'I .SCO' .250' "moi I i 9 _ M-. C 2 2• ?" 2 i Min.X. i Min. j Min. 1 Min. ki-, . i M1 I WOOD HEADERI WOOD HEADER I 1 WOOD HEADER I i WOOD HEADER i �/ (- REQUIRED REQUIRED j REQUIRED ,REQUIRED 2 I 1'Min.SEPARADON I W im TO CLASS I i SEI-AcD.N I J I i I SEPARARON j 1 I—TO GLASS e h TO CLASS2 i W i OP77ON if 1 j a ALTERNATIVE 3A a W 1/4'0-20 x 3/4-: I I S.S.DOLTS w//7/81 x 1/4"P TAPCONS V 1 L'Mfn. i 12420.CNC N�O I i 7 WIT FAOED"PF,NCTRARON 1 I SEPARATION I ,2 I I 0. TO EXISTING WOOD i I-TO OLA-13 -1 , j HEADER.(SEE SCHEDULE) Cont. j 2-p[OlnAty �(OPL'N POSITION+) 1 i 1-� �z 1/4'0 TAPCONS n H W/r 1/2'Min. THREADED I I y , , 2'• I T y� PENETRATION 0 M/OW707H 7 j Mm. i V OF PLATE.(SEE SCHEDULE) 1 I n i i SEC7701V ED ANCHOR I I 1 i woo°HEADER \ .300" �REQUIRED 1.000•I sconL OP710N _7/s'.s/s2'w/NG Nur o 2.x1,PAE 9 �,, 2 ,, AAs ALTERNATIVE 3A u , •'.,. en rnlD RETxRRLD RlWAxN 1/4.0 TAPCONS ' .. SCREWS W/1 1/2"Min, r/4'B TAPCONS �.: THREADED PENETNAnON W/7 112'46,;.THREADED 0 M/DWLDTH OF PLATE. PENE7RADON O MID III I I (SEE SCHEDULE) OF PUT£ (SEE SCHEDULE) I_7•Min,SEPARATION IU GlASS PAR .iFCTlON 6D ANL'HOR I I I I 1/�•B-2o x s/4• I I 1 : .,•P,.ne coNr. ALTERNATIVE 2 I 12B0MIS WN T®9'x O ©(OPEN POS/TION+) SCALE: //2'- 1' II—1n 12 0.C. I +I SEPAR4170N • •• �1 TO GLASS T 22 .5(70• i 1 Cont. i 1 y}'CTION ®511LQ I 7/8'x J/J2' ALTERNATIVE 4 7 WING NUT W I El2TTY 5J1/D 4 1 •,:.. y' , o rY o.a �� 2 .�� I SCALE: 112'- r" 05- 0 1,12 NOTE FOR COMBINA77ON OF SECRONS: 1/4'B TMCONS (� 71 ( F 7lR 11477/!IPARON O•MIDWlDIHm REIN CLO CS 0 NON ��^ AP WAIL MOUNTING SECTIONS CAN BE S.+ y� :R:q•°f MNA C (SEE SCHEDULE) HURRIC4Nt CONO/A°NS U na COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. �� ALT UILDING CODE (Non High Velocity Hurricane Zone) a•x •DAs 9 Con' �T RLUIMIT7 "•"0 v^r 020157TLTE'CO,INC 0.050" BERTHA ALUMINUM STORM PANEL F.F.L. 5 /5 L ,/2. '•�'_: (2.00" DEEP) DRANK BY: ' f�/V� _ OJ/24/IS SECTfON 6D STUD 1. INSTALLATIONS ARE ONLY VALID FOR-MAX.A.S.D. DESIGN PRESSURE 21TIN :? r EASTERN METAL SUPPLY, INC a4M AND PANEL LENGTHS AS PER SCHEDULES ON SHEET 2 = 4268 WEST ROWS DRNE ALTERNATIVE 1 WEST PALM BEACH,FL 33407 2. SEE ANCHOR SCHEDULE ON SHEETS 18¢ 17 '%�'n TICCIT TESTING Y ENGINEERING COMPANY 1$-04$ SCALE: 112'- r' `VM.M.]8U.Sl.Sh S 5.191ONN fJA0IT IL JJ106 PHONF(561)209-B26J,FAX:(561)841-1716 J.FOR NEW WOOD FRAME CONSTRUCRON: WOOD MEMBERS TO BE SOUTHERN `•'ice /, '`�` Pne•. (x�)eTl-IWo.Ta:(zs)aTf-leul mow, na �• �,� oRAmNG Ne PINE No.Z W/SPECIFIC DENSffY OF 0.55 OR EQUAL. /i/A ! jt+,�w,��� EB-0006779 11-�I Tw //TTT•Tlf. tfO;i'.55��1, Y7�FLLORIDA TU..44157 C SHEET 12 OF 17 / 1/4'0 TAPCONS WOOD TRUSSES OR RAFTER.. WOOD TRUSSES OR RAFTER W/1 1/2'Min.THREADED O 24'0.C REQUIRED \ O 24'D.C.REQUIRED PENEIRATION TO 0GSTDIC .. - WOOD NE40ER.(SEE SCHEDULE) .500' 00' - O' EQ ED I - 1-x 4-x 2" I Nin.(6°6J1 I _ 1 Min.l i' i II aj e�eBEow� i 1/4 a x 3/4' I 11410 x J/4 I 1 c CNtTl5 ro I Min. I I ;.,I �17W/BURDEX I EACH JO/5T. I REPS I ` I I I ITEN SCRCWS 1 I I LOGTE SC/TGw I 1 I I IO 6'0.C. I ®Cont AT MID1VlDA/OF I O 6'O.C. I 11 11�.,•.• 1 I WOOD HEADER I I I EXISTING WOOD i S Cont. 1 I I R I REQUIRED I MEMBER(2'M'n. 1 i i I WOOD HFA I I I NOMINAL W/07H) I��4'0-20 x I 1 I REQUIRED .T/4'S.S.BOLTS I I I N I 1 I N THREADED 1 W/7/B'x J/J2' I 1 h I I yJ �1'Min.SEPARATKIN 1 I PENETRATION. 1 7WNG NUT O I I I TO°LASS 12'0.C. I 1 I vi j I h I I OPMN ALTERNAT/V� 5A ALTERNATIVE 6A ALTERNATWE ;fir; H SCALE: 1/2'a 1' STALE- 1/2-- I• I (LIMITED TO +60.0, -66.0 p.s.f. DESIGN LOAD LI„' (LIMITED TO +60.0, -66.0 p.s.f. DESIGN LOAD 14 AND UP TO 9'-0"Max. PANEL LENGTH) t AND UP TO 9'-0"Max. PANEL LENGTH) SEP HA777ON I W r/4.0 TAPCCNS _ u o I-TD GLASS-� a W/1 112'MIN THREADED PE'4ElAATION I I I I I I e TO IXISTING W000 Y I 1 y`I I 4141 I t HFADf2(SEE SCHEaUI£) a+ I I / � Nur o I 1•Min. I � o Cone v`I rSEPARATION- To GLASS i I i TO CLASS I I EVERY STUD I „ �.• I -T 1 I wnvc i4uT® i 1/4:0-20 x� (� MinX . 1 I I I EVERY STUD _ J 4 S.S. BOLTS I I I---� I O 12'0.C. 1 716'x J/J2' 1 W 1 I 4 I Coni. I 1 W1NC NUT O - IIJJ�� ., 1 1 I 1 a I 12'D.c. I I 1 YX 6VIOOD I t "�jo 2X 6WOOD i T I WDOD HEADER I 3 DECK REO'0. I 1 DECK REDID _ REQUIRE°- I I I - 1'x 4'P1AIE ' .. REQUIRED 1/4'0 ElCO PANEL OP7ION 0R sc.TA. _ W/2-MIN THREADED ALTERNATIVE SA _ Or PLLAATTOTH F°77YP/(NL O 110110M. (SEE SCHEDULE) 1/+10 IAPCONS t/4 a IAPCONS ALTERNATIVE 8 W/1 1/2'MIN. w/1 1/2'MIN. SCALE: 1/2' 1' THREADED PENETRATION THREADED PENETRATION T- 1 (SFE SCHEOULE) VE (SEE SCNEDULfJ —�I ALTERNATI6 ALTERNATIVE 7 I I SCALE: 112•- 1 I SCALE: 1/2 7/B•x JiJ2 I _ , I I I' /NC MIT O I EVERY STUD . 9 I A 12'D.C. NOTES 2 X 6 WOOD Cont. I 1.INSTALLATIONS ARE ONLY VALID FOR MAX.A.S.D. DESIGN PRESSURE R477NO NOTE FOR COMBINATION OF SEC77ONS DECK RE010. I AND PANEL'S LENGTHS AS PER SCHEDULES ON SHEET 2(EXCEPT'AS NOTED) G 2.SEE ANCHOR SCHEDULE ON SH£t f 16& 17. WALG/frD IN ANY W MOONING SECTIONS CAN BE ty1177/It�i.,,.,• COMBWCD IN ANY WAY i0 SUIT ANY INSTAWTION. J.FOR NEW WOOD FRAME CONSTRUCilON: �tBMy SOUTHERN _ PINE No. 2, W1 SPECIFIC DENSITY 0 `�.FquAC., FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) LIINs vJ: 02015 ntrEcO.INC. 0.050" BERTHA ALUMINUM STORM PANEL F.R.L. / 1' F (2.00" DEEP) DRAWN m• L'/c•0 TAPcoNs '=y :;, �C• 441 - OJ/24115 W1 1.112.MIN o. EASTERN METAL SUPPLY, INC 6ATE- THRfADEO PENETRATION 7�', I L E C O I N C. 42M WEST R04D5 DRNE (SEE SCHEDU£) a C IC ` WEST PALM BEACH,FL J]... • ', TIWT TESTING k ENGINEERING CGMPANT pHONE:(667)203-626J,FAX:(561)941-1716 15-045 ALTERNATIVE 5 ``''• F ° '".''>ea "`>a1."""" rn XM. ,5'� ppomg DRA"TNC No (ws)mED WO q19(mM>I-Iv1 SCALE: 1/2'_ /• 7//Dl�li I_ CIBC''` \\�\+p WALTER 0.nLLR SHEET IJ Or 77 ATl , \\''' FLORIDA LTC."167 PANEL MAMATESTES OOR S.C. WOOD TRUSSES OR RAFTER 1/4"0 9 24"0. C. REQUIRED R TAPCONS W/2"Min. --- -THREADED PENETRATION TO EXISTING WOOD -- HEADER. (SEE SCHEDULE) ._.. .. _.._500„ _ --- EO EQ I I _ I I N O.• `T�I 71811 x 3/32" 1 - --'� Min. (606J-T6)" O I I W/NC NUTS ® 12"O.C. Alum. TUBE W/ I I I (3) 5/16"0 x 4" ' I I 1/411 x 3/4" I LAG SCREWS TO W.'::•'- I LTW/BUILDEX I EACH JOIST. -. TEK SCREWS I j LOCATE SCREW I I I I �' 19 6"O.C. t I 4 Cont. AT M1DW/0TH OF WOOD HEADER I I i I I I I EXISTING WOOD I REQUIRED I I 1 w I I MEMBER (2"Min. fn I j NOMINAL WIDTH) I I 1 WW/2"Min. l" 477 THREADED sEPARAnoN I p T" in. I I PENETRATION. rG Gross I I I w -� SEPARATION t- I TO CLASS' I I w 7/6'0 x J/J2" W AL TERNA T/VE l 0A I I 1 WING NUT 0 SCALE: 1/2' = 1" W I I EVERY SWD `" NOTES., a (LIMITED TO +60.0, -66.0 p.s.f. DESIGN LOAD x I I AND UP TO 9'-0"Max. PANEL LENGTH) 1. INSTALLATIONS ARE ONLY VALID FOR MAX. A.S.D. DESIGN PRESSURE RATING I ti & PANEL'S I_ENGTHS AS PER SCHEDULES ON SHEET 2 (EXCEPT AS NOTED) I I I I I I Ir- I I I I I I I u W 2. SEE ANCHOR SCHEDULE ON SHEET 16 & 17. 1 I i o J. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE I SOUTHERN PINE No. 2, W/SPECIFIC DENSITY OF 0.55 OR EQUAL. I I 718-0 x 3/32" I I I p WING NUT 0EV&YY STUD i O �' •• I ® 12"O. C. I t I I ! NOTE FOR COMBINATION OF SECTIONS : ��7j111j1tt710 l0I'P+'J• W I 1 i t — I 2"x 6" -- SNI"'.APS-SER +'- Cont. i WOOD DECK WALL/FLOOR/CEILING MOUNTING SECTIONS CAN BE REQUIRED 4�� LIC C •. I i 1.000' (NO FINISH COMBINED /N ANY WAY TO SUIT ANY INSTALLATION. r ;: f�0 ysc•, I t0 I MIN. ALLOWED) ...�: QST 2' x 4"PLATE - Cont. — -_ :I.p: REQUIRED 1/4"0 TAPCONS ;•�,. , Y�- �_.._.. ..' W/ l 1/2"Min. .� �_ .��S•' �,� `1., TRAT .. ION & MIDWIIDTH EOF7PL4TE. mWW", 4hy\p (SEE SCHEDULE) 1/4"T 0 TAPCONS FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) ALTERNATIVE 9 ALTERNATIVE 10 THREADEEDD Min.PENETRATION OM15 eLTEC0.INC. 0.050" BERTHA ALUMINUM STORM PANEL F.R.L TH (SEE SCHEDULE) (2.00 ) CR 2 00" DEEP w By. s SCALE: 1/2." 1" 03/14/I SCALE: 1/2" = 1" EASTERN METAL SUPPLY, INC D,IE, Pw.n]6+mI(.]INos]t).e�SteE]o]C.mR1ONN pc roI m70F�x14-,n]]180 ooaM 4188 WEsr Naa INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS TLLIT�.TESTING h ENGINEERING COMPANY ft-Sr PALM BFACN,F.JJ4 15-045PNONE.(61)209-8163,FM:(J5SO641-I]t 1}]I OWWNC N EB-0006719 WALTER A.TILLI7 Jr.,P.E. an tt-ut SHEET 14 OF 17 FLORICA Tic.44167 EXISTING 1 7/B'Min. 2"_ PENETRATION I Mox. l BRICK VEENER 11410;t6'ELCO—N PANELMATE EX/STING 1 PENETRATION NAS 4NCHORS OR 114-0 TAPCONS ANCHORS rAMx. SBR/CK V£ENER i/4"0x8'ELCO OR 1 PANELMATE (SEE SCHEDULE). (SEE SCHEDULE).V1/4'0 TAPCONS I --- - - --- - - - x 250 - - p.500" " 1 MOX s 250 WOOD I WOOD ADER_ I HEHEADER P£OU/R£D 3 REQUIREDy W 2C EXSTNG EXr-NG -5TEL7 ANGLE LINTEL '� STEEL ANCLE LINTEL 1 j I AS APPLICABLE c2I o u AS APPLICABLE j I • II I <W I I I C=I 0.V it y� U I I I'Min. l SEPARATION SEPARA770N I w I I TO GLASS I j TO GLASS II I II I 01`710N Ei OP7701i J2 ALTERNATIVE 11A ALTERNATIVE 11A II 1 II I Q NOTES: I - 10 I. INSTALLATIONS ARE ONLY VALID FOR MAX. A.S.D. DESIGN PRESSURE RATING \�\ Ex/SRNG AND PANEL'S LENGTHS AS PER SCHEDULES ON SHEET 2(EXCEPT AS NOTED) ti BRICK SILL i 2. SEE ANCHOR SCHEDULE ON SHEET 16& I7. WOOD / '`"' J. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO 13E SOUTHERN PLATE PINE No. 2, W/SPECIFIC DENSITY OF 0.55 OR EQUAL. FIASH�M7 AS A" IXISRM", j V aPPLrc4ftE i NOTE FOR COMBINA77ON OF SECTIONS: 1 PENETRATION WALVFLOOR/CEILING MOUNTING SECTIONS CAN BE a COMB/NE IN ANY WAY TO SUIT ANY INSTALLATION. Max - 3500' i I EXISFING� \ a.,ai'Ua;�(E1�lne.,,Il,` 2-x 4'STUDS } - - cent. >�aFL.. .A Ti 0 16'O.C. Mnx. REO'D �° '••, i� -EXISTING Min. 1/2PLYWOOD EXISTING 1/40 x 8"ELCO mole PANELAIATE REO'D(TIP) W/FASTENING BRICK SILL 1/4'0-20 x 3/4' L�CF/v '•��,T Via• NAS ANCHORS.OR 1/40 TAPCON TO STUDS AS PER S.S.BOLTS W/7/81r _ 11 (SEE SCHEDULE) 10 EXISTING PLYWOOb.SECTION BUIL OF THE J/J2"WING NUT D• FLORIDA BUILDING CODE. U 12'O. C. _ J ALTERNATIVE 11 ¢ � ` BUILD-OUT INSTALLATION SCALE: 1/2'= I' * VALID FOR MAX. A.S.D DESIGN PRESSURE RAPING +50.0, --60.0 p.s.f. FOR UP TO FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 78" PANELS LENGTHS, AND FOR +50.0, -50.0 p.s.f., FOR PANEL LENGTHS GREATER 02015 71L7EC0.INC. 0.050" BERTHA ALUMINUM STORM PANEL F.R.L. THAN 78" UP TO 108" (2.00" DEEP) DRAWN BY.. 0J/24/75 CC/� EASTERN METAL SUPPLY, INC DAIT, 1 L ECO I M C. 4268 WEST R0405 ORM INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS TILUT TESTING M ENGINEERING COMPANY WEST PAW BFACH,2J307 15-045 e515 R.�.]eq.51.St•.]0],aWrnu W4FN6,Fl.D:65 PHONE:(561)209-8263,FAX.'(561)841-1716 Mme:(]o])BTI-t5]0 (]0.5)n7t-19]� rt DRAWING No E13-0006719 WALTER A TILL1r Jr.,P.E. °�11-y1 n,�l SHEET 14A Or 11 FLORIDA Lie.44187 �t 1/4'0 TAPCONS W/ 7 1/2'MIN THREADED PENETRATION TO OUSTING WOOD HFACER 1 4 0-20 S.S.MACHINE (SEE SCHEDULE) DOLT'O.V/NUT&WASHER O f2C. 7/8'x J/J2' IB Conf. —1-� WING NUT 0 EVERY STUD O 12'O.C. I I O I 9 I Cont I I WOOD HEWER I H j REQUIRED I I N I I I I i 1 � 2q 1'mm.SITARARON I , I I TO CLASS U • N I I'Min.SEPARATION ' — - � ;-- TO class � I I , I Im m I��4'0-20 x 3/4' S.S.DOLTS W/7/e x l 2 p J/JY WlNr NUT O , 7/8' J/s2' i a �... 12 U. C. I I Who NUT O I 1 12'U.C. O I i i 1 ry ' 1' 1 X 6 WOOD 2 x4WOOD I I PLATE R£O'D. Min. , OECK Rf0'D.' I 1 e I 1 I I I I I 1/4'0 TAPCONS 1/4 E —� S.G. TAPCONS OR 114-0 ©OR 6 Cunf. PANEL MATES W/FULL THREADEDPENETRATION 70 114-0 rAPCONS_— PLYWOOD. (SEE SCHEDULE) W/1 1/2'MIN. EXISTING Min. 1/2'PLYWOOD THREADED PENETRATION R£Q D(TYP) W/FASTENING (.SEE SCHEDUW TO STUDS AS PER SECTION 2JO4 OF THE ALTERNATIVE 13 FLORIDA BUILDING CODE. SCALE: 1/2'- I' ALTERNATIVE 14 NOSCALE: IA"- I' TES: T. INSTALLA77ONS ARE ONLY VAUD FOR MAX. A.S.D. DESIGN PRESSURE RATING * VALID FOR MAX. A.S.D. DESIGN PRESSURE RATING +50.0, –60.0 p.s.f. FOR UP TO AND PANEL'S LENGTHS AS PER SCHEDULES ON SHEET 2 78" PANELS LENGTHS, AND fOR +50.0, –50.0 p.s.f., FOR PANEL LENGTHS GREATER 2. SEE ANCHOR SCHEDULE ON SHEET 16& 17. THAN 78" UP TO 108" J. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS 70 BE SOUTHERN PINE No. 2, W/SPECIFIC DENSITY OF 0.55 OR EQUAL. n,{P415'I1L4, 4,3aQ. ,•��GE�L��'•.`�'p '% FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) NOTE FOR COMBINARONOF SECTIONS: '• 02015 7XIECO./A'C. 0.050" BERTHA ALUMINUM STORM PANEL F.R.L. (2.00-00" DEEP) DRAWN Br WALL MO'UN17NG SECTIONS CAN BE 03/24/15 COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. =;Sfi-:�-� EASTERN METAL SUPPLY, INC a4TE. LECO 1 N C. 4268 WEST ROADS D.RYVE -Q" 1167 PAW 8EACI(FL JJ407 pt TILUT TESTING @ ENGINEERING COMPANY 15-045 LQ Ria \��� x".Jeq.9t.SV.505.KigxW CR+aFNi R]]Tae PHONE:(56 i)I09-N26l,FAX:(561)811-1716 (1`n"...., 4'�. ,�. PMi":(Ja97eIE6-0008719(Jo9kl]1-1511 oa,snm wrt ORIWINC No IV IV! {1 {AS WALTER FLORIDA LuR4J,..P.E. ara Ir-ur �/I SHEET 15 OF I7 T .... TT (II 111 1{{ MAXWUM A.S.D. DESIGN PRESSURE RATING (p•sl) AND CORRESPO MNG MAXDI(UM ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS WDCN MD00 FASIENEFS AIPLC.e1L 1p NU'Hl F,tS'IENFRS APRMAgE'70 .INMWN W000 fASIFNERS —LUBLE TO A.S.D..OCSIGN AS.O.OLS/4l KIEMNTNLS f& K1ER/NRMIS A MAXIMUM PAWL PRLSSIIRC REGULAR ISUUINl6 N.IF%6MITA15�4: tZWHH PANQ PRLT6URE yMy� ANYWUN YANLl ASO.OLSXRI I1.+E[WIIS RMIAC(Pal.) S4TMLWI pR AMI'DOMB4HTNN LEAGIN 7'(2) RA1WD(P•.E) S.FTAPODN EN AI?DONdWTXM' LFNORI T.'(A.) Rl i.l.) � SC.TAPLYIN qp ANY LYWRlm N LCNGM v(!t) )ATRTIAS 1'H'EIWIF IY.l6 of RILM TAPCONS OF THEM nlWtlulE N iNCONS p,MQ7µIC 1vas MEN 12' NIA N/A ((TOP) 12• N/A NIA 1(TOP) 12' NIA N/A I (R1P) 12• NIA N/A 1 (BOTTOM) 12• N/A NIA 1(BOrTON) 12' NIA N/A 1(BOTTOM) 12• NIA N/A 2(TOP) 12" NIA NIA 2(TOP) 12• NIA NIA 2(TOP) 9• NIA NIA 2(son—) 9' N/A NIA 2(BORON) 9' NIA NIA 2(gp„ON) 9• NIA NIA ,TA(,Op) 9• NIA NIA ,TA(TOP) 9' N/A NIA JA(TOP) 9• NIA NIA J(BOTTOM) 9' NIA NIA 3(BOTTOM) 9' NIA N/A J(BOTTOM) 12' NIA NIA 4(TOP) 12' NIA NIA 4(TOP) 12" NIA NIA 4(TOP) 12' NIA NIA 4(BOTTOM) 11• N/A NIA 4(BOTTOM) i2• NIA 14/A 4(BVrTCM) 9" NIA NIA 54(RTP) 9' NIA NIA 5A(TOP) 9" NIA NIA 5A(TOP) 9• NIA NIA 5(BORON) 5 1/2' NIA NIA' 5(BOTTOM) B' NIA NIA 5(BOTTOM) 9' NIA NIA 6(BOTTOM) 5 1/2" NIA NIA 6(BOTTOM) B" NIA NIA 6(DOrTOM) +40.0, -40.0 u 8 1/2' NIA NIA 7(BOTTOM) B•-0" +40.0• -40.0 5 NIA N/A 7(BOTTOM) .B'-0' +40.0• -40.0 5 112' NIA NIA 7(BOTTOM) B•-0• OR OR OR UP TV UP TO OR LESS N/A 12' 12' B(ft7P) LESS LESS NIA 12' T2' 8(TOP)• /J'-0'• +60.0, -60.0 NIA 12 12' 8(TOP) LESS NIA 12' 12' 8(BOTTOM) NIA 12'• 12'' B(BOTTOM)• NIA 12' 12' a(BOrrOM) NIA 12" 12" 9(TOP) NIA 12'• 12'r 9(top) NIA 12• 12' 9(TOP) 12' NIA NIA 9(BOrTOM) 12' NIA NIA 9(BOTTOM) 12' N/A NIA 9(BOrm") 6' NIA NIA 10(BOTTOLQ 5 1/2' NIA NIA 10(607)0.4) 6' NIA NIA 10(BOTTOM) 9' NIA 9' IIA(TOP) 9' NIA 9' IIA(TVP) 9' NIA 9IIA(TOP) 4' NIA 4' it(80rr0M) 4'•• NIA 4-•• 11 (BDTTOM)•• 4'• N/A 4" 11 (BOTTOM)' 6' NIA NIA 13(TOP) 6' N/A NIA 13(Top) 6" N/A NIA IJ(top) 6" NIA NIA 13(BOTTOM) 5 1/2' NIA NIA iJ(BOrFOM) 6' N/A NIA 13(BOTTOM) 4' 4' 4••4- 14(BOTTOM) 4'•• 4'.1 • 14(BOTTOM)•• 4'• 4'• 4'• 14(80770.M) • USE 6"OC SPACING FOR PANEL LENGTHS LARGER THAN 10'-0'AND USE 12'GC • VALID ONLY FOR UP TO+50.0, -60.0 p.6.6 MAX.ASD.DESIGN PRESSURE AS SHOWN ON SCHEDULE FOR PANELS LENGTHS EOUAL OR SHORTER THAN TO -0' RATING WITH 78'Max.PANEL LENGTHS OR FOR UP TO+50.0, -50.0 P.N.I. VALID ONLY FOR UP 7(7 !08'PANELS LENGTHS. AM.A.S.D. DESIGN PRESSURE RATING WITH 96'Max.PANEL LENGTHS. •• �p:•'"'� ,''•`)i FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) Ll cr;i v•; ��c •,��; ozOrs mTEco.INC 0.050" BERTHA ALUMINUM STORM PANEL F.R.L 44, (2.00" DEEP) DRAWN Br. 03/24/15 EASTERN METAL SUPPLY, INC ONE.. n' t. L E C 0 ,,2- \ 4268 WEST ROADS DRIVE TIUIT TESTING &ENGINEERING COMPANY (PEST PALM BEACH.FL.J3407 15-045 PHONE;(561)209-B26J.FAX:(561)841-1716 ,' �. (w676i1-law. . (w•vpil-Issf �Q, DRAWING No EB-000871 - }aI L WALTER A.1'illJT J9r.,P.E. m 11 SNECT 16 OF 17 • !J/'!1+ I�i:41:�� FLORIDA Uc.4767 MAXWUM A.S.D. DESIGN PRESSURE RATING (p s I) AND CORRESPONDING MAX AFUM ANCHOR SPACING SCHEDULE FOR INSTALLAUONS INTO WOOD FRAME BUILDWGS 1tl YIVII IYUDD FA TEldFS A—r-48W 10 M6XIMUY WOOD mmNERS APF I/CA TO MAXWW MOOD FA17&NER5 AF9UC4SE N ASO.DE'SN,YM Al1EAK11NE5/d M4UINN PANEL AS.O.DESK=, ALTLRNATNLS/d MNTMUN PANT ASO.DESIGN t>umlui6, ALTERNCTA25/R MWWUY PINES PRT$01� A'EOLWt SGtAI'tUN P'WfLWl6' ANI'OONOVN110N Lt'rX:TT1 l•(rt) PRESSURE RfD(/LN SGINCON ep Allr1KllO1' [FIYC•M Y'(N) PRESSURE RE'CU1.V1 SGp/KDN 9T ANY CDYBIN9IIDN [fNCM 2'(I(1 RABNC(x6.11 fMLTRIS PAHC7IWE D:LS LM'MEM Po1TM0(R.a/.) TAPCEW6 Flu41/W2 IVAT -"o' NA>MG(v.a.rJ tA'CCYIS Pa+EtIAtE NAS DF"m 12' N/A N/A 1 (TOP) 8 1/2" N/A N/A I(TOP) N/A N/A I(TOP) (T 11" N/A N/A 1 (BOTTOM) 12' N/A N/A I(BOTTOM) 9' N/A NIA 1 (BOTTOM) IT N/A N/A 2(TOP) 12' N/A N/A 2(TOP) 9' N/A NIA 2(TOP) 9• NIA N/A 2(BOTTOM) 12' N/A N/A 2(80710M) 9" N/A NIA 2(ROTTOM) 9' N/A N/A m(TOP) 12' N/A N/A J4(TOP) g• %J/A N/A JA(TOP) 9' N/A A'/A J(BOTTOM) 12" N/A N/A J(BOTTOM) 9' NIA NIA J(BOTTOM) 11' N/A NIA 4(TOP) 12' N/A N/A 4(TOP) 9" NIA NIA 4(TOP) I1' NIA N/A 4(BOTTOM) 12" NIA NIA 4(BOTTOM) 9' NIA NIA 4(BOTTOM) 9' NIA N/A 54(TOP) 12' NIA NIA 5A(IOP) A" NIA NIA 54(TM) J 1/2' NIA N/A 5(BOTTOM) 4" N/A N/A 5(BOTTOM) J" NIA NIA 5(BOTTOM) J 1/2' NIA NIA 6(BOTTOM) 4" NIA NIA 6(BOTTOM) J" N/A NIA 6(BOTTOM) 060.0, -80.0 3 1/1" N/A NIA 7(BOTTOM) 9'-0• +400, -400 3 1/2' NIA NIA 7(BOTTOM) >8'-0" +90.0. -90.0 J. NIA NIA 7(BOTTOM) 7'-0' UP TO. OR UP TO UP TO UP 10 OR +80.0, -90.0 NIA fZ" 6" 8(rOP) LESS +60.0, -60.0 NIA 12'• 6'• B(top)• 12•-6' +100.0, -130.0 N/A 12' 6' 8(TOP) LESS NIA 12' 6' B(BO770M) N/A 12'• 6"• 8(BOTTOM)• NIA 12' 6" e(BOTTOM) NIA 12" 6' 9(TOP) NIA 12' 6 9(TOT') NIA 12 6' 9(TOP) 11" NIA NIA 9(BOTTOM) 12' NIA NIA 9(BOT70m) 9' NIA NIA 9(BOTTOM) 3 1/2' NIA NIA 10(BOTTOM) 4' NIA NIA 10(BOTTOM) J. N/A NIA 10(BOTTOM) 9" N/A 9" 11A(TOP) 12' NIA 10 1/2" 11A(TOP) 5' NIA 6' IIA(TOP) NIA N/A NIA It(BOTTOM) 4''• NIA 4'•" 1(Bot rOM)"r N/A NIA NIA 11(BOr70M) 6' NIA NIA }J(TOP) F12" NIA N/A 13(TOP) 6" NIA NIA 13(TOP) J I/2" NIA NIA IJ(BOTTOM) 4' N/A NIA 13(BOTTOM) J. NIA NIA 1J(BOTTOM) N/A N/A N/A 14(BOTTOM) 4'•• 4'"r 4•.. 14(BOTTOM)•' NIA NIA N/A 14(90770M) • USE 6"OC SPACING FOR PANEL LENGTHS LARGER THAN 10'-0"AND USE 12'OC AS SHOWN ON SCHCDULE FOR PANELS LENGTHS EQUAL OR SHORTER THAN 10'-0' a. VALID ONLY FOR UP TO+50.0, -50.0 P.fi.F.MAX A.S.D. DESIGN PRESSURE RATING WITH 108"Maxi PANEL LENGTHS. �\CEh15�( ''J��� FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) �In AAia7 o2Dlsmlecro.INc. 0.050" BERTHA ALUMINUM STORM PANEL FM '"*I_�'T �1� (2.00" DEEP) DRAM Br. _ OJ/1t/15 ! EASTERN METAL SUPPLY, INC DATE; IL G C 1 N c, 42M WEST ROADS DRnE TILIJT TESTING 8 ENGINEERING COMPANT WE67PALM BEACH,FL 33407 '`? �'.1 ' •("•�� Y'` PHONE:(591 209-8263.FAX:(651)841-1716 )5-045 ll \l.1`'\ 61U p.W]611i. ]OS.NRAMA WNeb.R.]]166 ) Ne1I��t`}\ �(J06)flll-1]]0.rob:(]06T671_ISTI ORAKiNG No ED-0006719 'T//1/101116111S1�L WALTER A.DLLR Jr.,P.E. IXD r1-u1 SHEET 17 K f7 RGRIDA Lic.44167 E.A. ESSENTIAL FACILITIES ACCORDION EXTREME DUTY ACCORDION FOR ESSENTIAL FACILITIES -ASTM 1996 LEVEL E 80 FPS LARGE MISSILE RATED �r �.' ZrA 9F,m '� ASTM LEVEL E &ESSENTIAL FACILITIES '%,��` � 4`�';� GENERAL NOTES: �a uLL� 6 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING L m$w CODE,THE INTERNATIONAL RESIDENTIAL CODE(IRC)AND THE INTERNATIONAL BUILDING CODE MAXIMUM ALLOWABLE MAXIMUM fIBF&FOR USE WITH MISSILE LEVEL"E"REQUIREMENTS AND INCLUDES ESSENTIAL FACILITIES AS DDEFfINED IN ASTM E1996-09 FOR USE OUTSIDE THE HIGH VELOCITY HURRICANE ZONE ONLYDESIGN PRESSURE PANEL SPAN Z .N. g 3 z (NON-HVHZ.SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. W w 3 Z. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE +110 PSF/-128 PSF il'-0" vii z 3 DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE y REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7 AND OR CHAPTER 1609 OF THE FLORIDA BUILDING CODE SHALL BE LESS THAN OR E$UAL TO THE POSITIVE OR NEGATIVE DESIGN DESIGN NOTES: PRESSURE CAPACITY VALUES LISTED HEREIN FOR AN ASSEMBLY WITHIN THE LIMITATION STATE < HEREIN. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE' 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH ASTM E1886/E3996/E330. WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A M 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 JOB-SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. SAFETY FACTOR. SITE-SPECIFIC LOAD WIND LOAD REQUIREMENTS SHALL BE S. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REpUIRED FOR ALL WIND DETERMINED IN ACCORDANCE WITH ASCE 7 AND THE FLORIDA ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL BUILDING CODE BY SEPARATE ENGINEERING.CERTIFICATION AND ^ CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND DESIGN PRESSURE CAPACITY VALUE LISTED HEREIN FOR ANY m k LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. ASSEMBLY WITHIN THE LIMITATIONS STATED HEREIN. w 8 7. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC 8 ag 8 X SITE.FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN,A LICENSED �1 ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN ~a`- CONJUNCTION WITH THIS DOCUMENT. m rn ¢n B. USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61GIS-23 OF THE FLORIDA �'�'O m ADMINISTRATIVE CODE. VARIES - NO LIMIT0�j .a g QZ=6 ma!9. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE m<z CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR a VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM SECTIGN g f o THE STRUCTURAL SUBSTRATES DETAILED HEREIN. -''� w 10. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING TOP TRACK L�� i o c OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUuMENTI BE PREPARED,SIGNED,DATED AND E 3 g e SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT,WHICH DETAIL AND JUSTIFY THE c DEVIAT;ON AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL. a 11. EACH SAUt`TER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM m v INFORMATION: TOWN&COUNTRY INDUSTRIES LL FORT LAUDERDALE FL a 8 MISSILE LEVEL E-ASTM E1889 E1996&E33D z FLORIDA BUILDING CODE APPROVED d PLAN 12. ALL EXTRUSIONS SHOWN SHALL BE 6063-TVIEW 6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 n K.S.I. b 13. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A WF- N v t2 MINIMUM TENSILE STRENGTH OF 60 K.S.I. U.O.N.POP RIVETS SHALL BE 1/4"0 OR 3/16"0 5052 ~ 4 �� ALUM.ALLOY.INSTALLATION ANCHORS SHALL BE CADMIUM-PLATED OR OTHERWISE CORROSION-RESISTANT MATERIAL AND SHALL COMPLY WITH"SPECIFICATIONS FOR ALUMINUM 2 g � STRUCTURES"SECTION 1.3,1 BY THE ALUMINUM ASSOCIATION,INC.,&ANY APPLICABLE FEDERAL, (7 STATE,AND OR LOCAL CODES. " 6a 14. ALL SHUTTdRS SHALL HAVE A LOCKING MECHANISM CONSISTING OF A THUMBSCREW AT CENTER OR SIDE CLOSURE AS DETAILED HEREIN. O 1S. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REppUIRE. i8 16. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMdVABLE ANCHORS AS SPECIFIED HEREIN. X 'a 1 17. ALL DISSIMILAR MATERIALS SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE ABOVE-NOTED Q BUILDING CODE. f i B ' � � BOTTOM TRACK COPYRIGHT FPPNKL BENMKO PE. O (� Q 15-2340 V LOCKING MECHANISM SEE SCALE: PAGE DESCRIPTION: E TYPICAL PLAN VIEWS E.A.ESSENTIAL FACBmES TYPICAL 'ACCORDION oF� HURRICANE PROTECTION SHUTTER ELEVATION N.T.S. S Y. ?tk, z y t' ._._a....... ��.�m,..a..._.. [)ar aar nn,it- BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Pt B us i e . • . Product Approval Profess i'}ri-- 4'a{ USER: Public User sage Product Approval Menu > Product or Application Search >Application List>Application Detail Y � G ; FL # FL13757-R5 Application Type Revision ' Code Version 2014 3 Application Status Approved rk Comments Archived Product Manufacturer Town and Country Indu; N r Address/Phone/Email 400 West McNab Road �s y � Ft. Lauderdale, FL 3330! �r (954) 493-8551 Y _ tom j@tc-alum.com Authorized Signature Frank Bennardo frank@engexp.com Technical Representative Thomas B. Johnston h Address/Phone/Email 400 west McNab Rd. Ft. Lauderdale, FL 3330! � (954) 970-9999 N, tomj@tc-alum.com Quality Assurance Representative Address/Phone/Email ZZ Category Shutters Ki �b Subcategory Accordion ! Compliance Met-hod.. Evaluation Report from n Florida Professional Engi `�' Evaluation Report - I t ' AyKLE. 3.418 1.721' ,133' 60a "'IF1I1VgAO�. STAINLESS STEEL 4/"{ 7 ASSEMBLY a c .3200 HOLE 4.596" .. 30.225' 314" m 14 z 2-3/4"410 HT S.S.NYLON .p••• TA Of ;•�. 1.190" ~m` .043" 325 .050" WHEEL INSERTS TbCSCRE ULTRACOTE COATINGW W/ �0• 0 �• .310' c u� .06 INTO �f`Me �� f d• .258" cu .150R 1.100" (TYP TOP&BOTTOM) R D In •240" TRACK ,030R A Adk .219"1 630' 080'0) ti 0 2" �pp�`,•� •0.058" ZNYLON BUSHING W/WASHER: V 1.625" .069" TYP.AT EVERY OTHER 1 6 a E 7/16"0 x 1/2"@ INTERIOR JOINT TOP INSIDE JOINT AT TOP. 7/16"0 x1",?INTERIOR JOINT BOTTOM ZQ j U w w ALL EXTERR JOINTS Oj TYP. HR SLAT O CEILING HEADER/SILL O 6.8 STARTER O ROLLER ASSEMBLY O BUSHING ASSEMBLY DETAIL Z r m w o SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE WN. 3 u z a �13ns�3 om.. � .� L. 2.702" 2.642" ,pRI$S� &24 22..24 1065"" mN s sni O .190" wNFHm�alrn d 1.100 2.250' " .250 .125' .1 $' N . , . "• YP1S@5 125" Q mmLL .IF 2,750' N .190" ORAINGUARD Oj OUTSIDE CENTER MATE OINSIDE CENTER MATE 1,c rw o xSCALE:HALF SIZE SCALE.HALF SIZE SCALE:HALF SIZE E 3 g b .3750 o A , A .250' SCREW 01 -24 THUMB Y - i"qg Z � 3 HEAD STYLE VARIES w flip (U W p v 1 @' 7.000' 1/4-20x1 OR 5/16-16x1 FOR USE WITH m m g y MACHINE SCREW STAINLESS e O2X7 ANGLE STEEL 7O AND OB ONLY C g 9 COPYRIGHT iPANR L GENNM00 P.E. SCALE:HALF SIZE 7� THUMB SCREW 12 SLIDE ROD 15-2340 SCALE:FULL SIZE SCALE,HALF SIZE SCALE: U PAGE DESCRIPTION: EA ESSENTIAL FACILITIES 1 ACCORDION SHUTTER •7 C // 11111 J L, EXISTING GLASS EDGE_ ALT,DIRECTION OF ANGLE LEG tOR E DIST. (INTERIOR) . •Z EMBED. EXISTING GLASS �•. UST OF ;• (INTEN��y� '��� IN,0,093"THICK 6063-T6 ( SILL) y0. �� IIh1��z ALUM.ANGLE 1"x 1"MIN. I,l ��EF 1U7ii a INTERIOR w=••x TO 2"x 5"MAX.(ANGLE LEG Q MAY BE REVERSED) ¢¢ L9'< ASTENER P 18"D.C.(USE ANY Z f 0§w a ANCHOR SHOWN IN ANCHOR 1 1 SCHEDULE). 7 8 W 6.80"(TYP.) N12 x 1/2"GALVANIZED NSP 3 OR S.S.SMS,3/16"O ALUM. 1 1 0 (EXTERIOR) POP RIVET,OR 1/4-20 TYPICAL PLAN VIEW 12 it `Doi H MACHINE BOLT&NUT @ 1B"D.C. To & 1/4-20 THUMBSCREW SCALE.3"=l'-O" BOTTOM INTO CENTERMATES 1/3 - g (EXTERIOR) TO 2/3 SHUTTER SPAN 1/4-20 THUMBSCREW MULTIPLE SHUTTER ASSEMBLY m E INTO CENTERMATES 1/3 SCALE.3"=1'-0" TO 2/3 SHUTTER SPAN W Y 1t 12 B �y� oo .n 7 UTILIZE(1)1/4"ELCO ULTRACON G EACH ANGLE WITH 1-3/4"EMBED TO ALUM. TUBE O zm e a LL g 2.70 KSI MIN CONCRETE,2-1/2'• 6063-TG ALLOY z ui EDGE DISTANCE,3"MIN SPACING SEE TABLE! A FOR SIZE. (PROVIDE 1/2"MIN ALUMINU ID Y¢o ANGLE EDGE DISTANCE) R E L 1"x2"%1/8" �g Q (INSIDE) OR 2"x r'x ve mo1 ALUM,ANGLE(ANGLE LENGTH SHALL MATCH °T q THE WIDTH OF THE 3 O S �a ae TUBE BEING UTILIZED). 3/16"0 ALUM.POP F il 3 RIVET OR#12 SMS 9 18"D.C.(TYP,) THREE 3/16"0 ALUM. POP RIVETS OR SILL 1 THREE N12 SMS,TYP• ..2 � XISTING GLASSo vp— 12B CC3 TYPICAL CORNER CLOSURE DETAILSgfl Z NTS 1/4-20 THUMBSCR W — § INTO CENTERMATES 1/3 (OUTSIDE) TABLE A(CC3) s -any T02/3 SHUTTER SPAN PRESSURE VS ALLOWABLE LENGTH K� 11 2'k2"xl//8" 3"x3'kl B" s TYPICAL OUTSIDE CORNER CLOSURE PSF No s CCl DETAILS WO/CORNER POST No gjR fit 130" 132' 5 NTS72 124" 132° COPYRIGHT FRANK L BENW WP.E. 1 \ e2 119" 132" 15-2340 9 `SILL 92 114" 132" PAGE DESCRIPTION; M 102 110" 172' - EA.ESSENTIAL FACILITIES 120 11132m ACCORDION SHUTTER 126 EXISTING I01° CC2 TYPICAL INSIDE CORNER CLOSURE132" F GLASS o.� DETAILS WO/CORNER POST � $ NTS