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HomeMy WebLinkAboutProduct Approval rr Business & Professional Regulation BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats 9 Facts Publications - FBC Staff SCIS Site Map Unks Search doFlorida pr Product Approval 4USER:Public User RECEIVED Product Aooroval Menu>Product or Application Search>Application List>Appllutlon Detail • FL# FL12856-R6 APR 2 5 2018 Application Type Revision Code Version 2017 ST. Lucie Count P Application Status Approved Y, 2rrpittinq Comments Archived Product Manufacturer Town and Country Industries, Address/Phone/Email 400 West McNab Road Ft.Lauderdale,FL 33309 (954)493-8551 tomj@tc-alum.com Authorized Signature Frank Bennardo frank@engineeringexpress.com Technical Representative Thomas B.Johnston Address/Phone/Email 400 west McNab Rd. Ft.Lauderdale,FL 33309 (954)970-9999 tomj@tc-alum.com 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 Frank I. Bennardo the Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By ORLANDO L.BLANCO,P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL12856 R6 COI Indep1.2.3.odf Referenced Standard and Year(of Standard) Standard YAK ASTM E1886 2002 ASTM E1996 2002 ASTM E1996 2012 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect 24GA STEEL STORM PANELJD9L_ PCOM65<9NNMDO,PE ` IGEN •'•.'9 ! FOR USE OUTSIDE THE HVHZ & WIND ZONE 4 ' 1/2' 4 4: No PE0046549 UNLIMITED WIDTH =* * - (PERP.TO PANEL SPAN) • 12'MAX.ON CENTER PANEL A o pN D 8' ATTACHMENT TO MOUNTING %O STATE OF ;• '�Q HARDWARE OR DIRECT MOUNT. '� F • W . DS/16 TABLE 1 I� m FLAN ALLOWABLE SPAN SCHEDULE(STEEL W VVQg$g 5 PANELS ONLY) 6 W.m u KEYHOLE PUNCH DETAIL ALTERNATIVE HOLE DIA.OF PANEL ALLOWABLE DESIGN Z =O 5/8'IS ACCEPTABLE. SPAN PRESSURE W W ti J.�u TABLE 1 NOTES: U W�xc ? 120' -36.0 PSF _38.0 PSF LINEAR INTERPOLATION ;ty C (9 ^' 114' -30-2 PSF -41.1 PSF BETWEEN SHUTTER SPANS IS N d s i W JJ -'- ----- NOT PERMITTED.FOR SPANS p 108' +443 PSF -44.7 PSF Lu W P 108' +46.0 PSF _46,E pSF BETWEEN THOSE INDICATED O ® ac -8- ABOVE,THE DESIGN PRESSURES R 10Y +48.7 PSF -0Y 01 FSF FOR THE NEXT HIGHER SPAN 98' +58.1 PSF -56.1 PSF SHALL BE USED. 90" +63.9 PSF 1 _03,9 pi DESIGN PRESSURES NOTED � t __W _ _+73A pSF •73.4 PSF IN TABLE I APPLY TO ALL N MOUNTING AND ANCHORAGE t +l�3 PSF •86Y PSF CONDITIONS AND SHALL NOT BE t a 72' +100.0 PSF -100.0 PSF EXCEEDED. w W a pS� 0 p Q zm�ZWJ NOTE:TOP MAY BE SLOPED OR RADIUSED TO MATCH GEOMETRY OF v1g f o OPENING. MOUNTING HARDWARE MUST BE ROLL-FORMED THE RADIUS• dl�� Or L� \.� NO NOTCHING N MOUHRD HARDWARE TO ACHIEVE SHAPES IS ALLOWEd. _ TYPICAL ELEVATION WITH HURRICANE PROTECTION MAX PANEL SPAN g 1 STEEL PANELS ONLY PER TABLE 1 1 N.1 5. EXTERIOR ELEV ; GENERAL NOTES tI LO 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE SIXTH EDITION(2017) I l� ZINTERNATIONAL ZNE 4 SEE PR�O3DUC�TIEVALUAD fON RJPOR INTROMORE N�LRRES�ID�ENTULL CODE(!RC)FOR USE OUTSIDE THE HIGH VELOCITY HURRICANE ZONE&WINO BEEN USED 300.WOOD INCREASE I ALLOWABLE DESIGN. STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. WIND LOAD DURATION FACTOR Cd-1.6 HAS 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE Y FLORIDA BUILDING CODE SIXTH EDITION(2017))SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. A1{ 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 SAFETY FACTOR. 5. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING AND IS INTENDED FOR USE IN WIND ZONES 1-3 ONLY. 6. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM G ` THE CONDITIONS DETAILED HEREIN A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN f CONJUNCTION WITH THIS DOCUMENt. 1 �y 7. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL ONLY BE USED IN CONJUNCTION WITH THE 2°d !3 A THE FLOW DA ADMINISUBMI SUBMITTED FOR THE SAME PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61615-23 OF p k+ y (BDE Y OTHERS)SHALL BE LDER ANCHOREHALL D PROPEFY THER TOUTRANSFER ACY OF THE EXISTING E LOADS TO THRE TO ESTAND EXISTINGHOSTTMST�RUECTUROEADS.BRICK VENEER PER ASTM C62 I ff j IU. ALLL P014LYCARBONATE PANELS SMALL 1E MANUFACTURED BY TRANSPARENTPROTECTIONPROTECTION tYSSTTEEMS THICKNESS 0.0232". 11. ALL POLYCARS PANELS SHALL BE EXTRUDED WITH THICKNESS t-0.100-(*0.030")AND SHALL BE MANUFACTURED FROM 100%SYNTHETIC yyy THERMOPLASTIC POLYMER RESIN(UV STABILIZED).TYPICAL TENSILE STRENGTH Fy-8.908 KSI,FLEXURAL STRENGTH Fby.12.90 KSI,6 FLEXURAL - --- _ MODULVS IS 329.7 KSI Xyl ' 123. TALL DP 8 TRUSIONSBOTTOM SMALL SHOWN MAY WMININTERCMAOYt UNLESS NOTED OTHE W14S SE.DICALL TOLERANCES ICES HALL BE BE IN VERTICALLY OR ADM 2015. \ HORIZONTALLY AS APPLICABLE. t� OPTIONAL _HORIZONTAL MOUNT oomwrrwNCL�N�moPE EXTERIOR PA�D CO AIN PERMANENTLY T THE LABELED EINGB BELS SPACED NOT MORE THAN EVERY THREE LINEAL FEET PER PANEL AND SHALL FACE THE 1 N.T.S. EXTERIOR ELEV 14-2031 TOWN k COUNTRY INDUSTRIES FT.LAUDERDALE,FL SCAO ASTM E330 E18 6 k E3996 MISSILE LEVEL D PAGE MSCR 0W FLORIDA PIt0DUCf APPROVAL NUMBER 15. ALL BOLTS&WASHERS SHALL BE ZINC COATED STEEL GALVANIZED STEEL,STAINLESS STEEL,OR 2024-T6 ALUMINUM ALLOY WITH A MINIMUM TENSILE YIELD STRENGTH OF 33 KSI UNLESS OTHERWISE NOYED SILHEREIN. 16. CONTRACTOR IS RESPONSIBLE TO INSULATE OR PROTECT ALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS. a 19: SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. I,10 ---12.00"(COVERAGE) 6.00'(COVERAGE) }-2.50"� }---2.50' \ FRANK I.SEgNNARDO,P.E. t_-2.02"-f t-2.Or-1 2.02' T- 0.023r 1.00"��1, nl�� 0.0232. 1. T•�(•Y �.4 nI �,f�• 1.00• } / � \ 1.0�}•� No " �I= Lf c {---6.00" 6.00" �---}1.17' �I.Or� Z 12"PANEL COVERAGE MI 41-or�• 8.332'HALF PANEL--� ' C1•••. - ----14.375'(TOTAL WIDTH)---- -- � 15 1/4'MAX TOTAL PALL WIDTH ��•, i�" N is STEEL HALF STORM PANEL ib POLYCARBONATE STORM PANEL O1 STEEL STORM PANEL NOTE:HALF STORM PANEL SHALL ONLY BE USED AS AN / FS END PANEL TO CLOSE THE REMAINING OPENING THAT ' I 14,1> THANL U X 2 MAY BE LESS FULL PANEL MOTH a?p i MAX.5.238" 1/4-20X3/4 KNURLED STUDS W/ 1/4-20X3/4 KNURLED 1/4-20X3/4 KNURLED ZX N O 2W y--X0.062' Y WINGNUTS SPACED AT 12"O.C. STUDS W/WINGNUTS STUDS W/WINGNUTS W W W }j 0.125" ''wS x 2.250' p, (DIRECTION MAY BE REVERSED) SPACED AT 12"O.C. SPACED AT 12"O.C. ��"L u JS 2.250• ^ 0.120' (DIRECTION MAY BE (DIRECTION MAY BE 0.094' 0.091' 0.091' w W 0.094' 0.095"- 0.094' REVERSED) v REVERSED) w 0.094• 0.094 n 0.101' N 0� 375" TI`S IIS 1D " I.DDD' D.091" D.091' J -1--- 0.062' T 1 0.06` 2".3".4"OR 5'-{ MINIMUM �. n 0.06r�2.06' 0.375" 0.06`-}-2.06" 2.06"� 1.000' 2" 1.000" '�632�MLEG w y (2)-H*HEADER O3 'U"HEADER ®BUILD-OUT"U"HEADER ®STUD ANGLE ®STUD ANGLE 4b STUD ANGLE Qg SEE COMPONENT NOTES SEE COMPONENT NOTES SEE COMPONENT NOTES w ^' p n 0!1 e 1',2" 0.379' 0.190"44- (0'4685' OR 3' 0.188' `0.315" 9 -4 0. .090• 0.315" 9 TYY1 1 ^ 0.090' 7- TVP' -�r{� r, J t TYD. 1/4-20 SQ/HEX p �+�'�' 0.465" HEAD BOLT STUDS 0.125' 0.125" W ft '� 0.465 �� L ti W/WINGNUTS € 'M 1/4-20 SQ./HEX 1 1/4 20 SQ./HEX f- ' SPACED AT 12"OC 8 $ II 0.188 HEAD BOLT STUDS HEAD BOLT STUDS . <r, �r 0.086' W/WINGNUTS 0.090• W/WINGNUTS (LEG DIRECTION �- SPACED AT 12"OC (NP) SPACED AT 12"OC MAY BE REVERSED) �-1",r,3",4"OR r 0BUILD-OUT"F"TRACK ®"F"TRACK ®'F"ANGLE TRACK COMPONENT NOTES ANCHOR HEADS MUST NOT INTERFERE WITH INSTALLATION OF THE PANEL THE FIRST AND LAST ANCHOR IN ALL TRACKS SHALL e BE INSTALLED WITHIN THE FIRST 3"AND LAST 3'•RESPECTIVELY. !ig INSTALL ALL ANCHORS PER THE REQUIREMENTS LISTED IN THE EEE€ ANCHOR SCHEDULE. � o.o6r4 o.us T 0.44" 0.873' 25' `4� 06313' B � O.Os' 0.25" t- r Q11fL E TANK I �. ,�, 0.30' O9 WASHER WINGNUT 10 KEYHOLE #141c WASHER 1©1/4-20 SQ./HEX 1/4-20 316 SS MACHINE ©1 '�'� ©1 4-20 13 NON-RECESSED FIAT GR DE 40 R GAL STEEL(t-.038•) HEAD BOLT BOLT W/NUT /4 SIDEWALK BOLT TRUSS HEAD BOLT DWOM,RIMLewoDPIL SURFACE TYPE ONLY ALLOY (3004-H34�•ALUM SDS/SMS SCREW REQUIRES USE OF KEYHOLE WASHER IN DIRECT MOUNT APPLICATIONS 14-2031 ►ACC Dl.lQI►TIOI4 g 10 CONNECTION TYPE C2 EXISTING CONNECTION TYPE C2 FRANK L.BE NARDO P e ANCHOR PER ANCHOR EXISTINGgf321U- MAX_ LE STRUCTURE SCHEDULE ANCHOR t2 �•.... ��� HOST CONNECTION TYPE C2 012'O.C. 2O ANCHOR PER ANCHOR EXISTING 043 O i 3 _P STRUCTURE SCHEDULE 5 BED, 3Y MAX 0.43T $TRU HHOST3'i"MAX I ; N PL004 MAX y�MAX ES ---r s o•. F LU K _ NI id 1 6 Ib ZZ z" �m ZZ In ALT.LEG DIRECTION J� � W GLASS SEPARATION Ib CONNECTION TYPE C3 W W or., w NOT REQUIRED GLASS SEPARATION ANCHOR PER ANCHOR N s w Q NOT REQUIRED SCHEDULE GLASS SEPARATION NOT REQUIRED ���, c W C,C ( "H"MOUNT SECTION ©BUILD-OUT"U"MOUNT SECTION ©ALT.BUILD-OUT"U"MOUNT SECTION GLASS SEPARATION e NOT REQUIRED ALT.LEG DIRECTION GLASS SEPARATION ry CONNECTION TYPE C3 NOT REQUIRED GLASS SEPARATION ANCHOR PER ANCHOR NOT REQUIRED SCHEDULE . EXISTING u Pi` a QI _ F� 9 r (lu) -1/4-20X3/4 STRUCTURE I�/yzi 0.43T W KNURLED Et CI �W}y( EE aaTT W O !b STUDS SPACED 0% C MAX O m 4 z d d . 12'O.C.MAX O II STRUCTURE n. 0.437" MEED. E E%ISTING MAX CONNECTION TYPE Cl ¢ S MOST 40 4b 1 m le �FM l,CHEDULP. STRUCTURE CONNECTION TYPE Cl CONNECTION TYPE C3 FASTEN 0 6'O.C.OR 12'O.C.,BUT DO CONN EORR Af10EIlOR1 ANCHOR PER ANCHOR NOT EXCEED ANCHOR SCHEDULE ISCHEDULE ANCHOR PER ANCHOR SCHEDULE SPACING.KEYHOLE WASHER REQUIRED O 6s SCHEDULE IF ANCHORED WITH TRUSS HEAD BOLT. L, jDOSTUD ANGLE WALL MOUNT SECTION OE BUILD OUT"P TRACK SECTION OF DIRECT MOUNT SECTION l�1 fgS < CONNECTION TYPE C2 E EXISTING ANCHOR PER ANCHOR EXISTINGDIET. CONNECTION TY►!G GLASS SEPARATION g STRUCHOST TURE SCHEDULE STRUCTURE SCHEDULE HOST ANCHOR R ANCHOR NOT REQUIRED le Z O Ib E EMBED./ a EQ. EQ. II / Q O MAX LEG DIRECTION MAY 1� 1 fl 0.625 BE REVERSED 1 Ii !b CONNECTION TYPE C4 EDGE OO►PNWiWM L M*WW PE ANCOR PE HR ANCHOR DIST. 14-2031 1 In Ib GL SSS SEPARATION SCHEDULE K+LLe� ALT.LEG DIRECTION CONNECROIN SAN M` ANCHOR PER ANCHOR GLASS SEPARATION EXISTING n SCHEDULE NOT REQUIRED STRUCTURE ©'F"TRACK MOUNT SECTION OH TRAP"U"HEADER SECTION OI TRAP STUD ANGLE SECTION 615) ITEM i13 O 12"O.C.MAX. 2'x5'xl/S'x CONI.6063-T6 ALUM. \�\\ b 2P P•E' IN BETWEEN TRUSSES, ALLOY ANGLE WTTN(3)1/4.0 W COINCIDENT WITH ANCHOR LAG SCREWS WITH 2"MIN.EM ROW CENTERLINE INTO WOOD O EACH RAFTER ' \Sj,Eoy(• _ EXISTING WOOD 3' TRUSS,24'O.C.MAX.WITH 1S V V f)<)y TRUSS OR RAFTER 1.6' 1.5" MIN.END DIST.AND 3/4'MIPC N g GLASS SEPARATION DIST.WHERE ANGLE EXTENDS -_ CONNECTION TYPE C3 NOT REQUIRED O 24"O.C.MAX THAN 6-BEYOND LAST TRUSS,*XTEND GLASS SEPARATION (G-0.42 MIN). ANGLE TO NEXT TRUSS. Ir= NOT REQUIRED ANCHOR PERAANCN _ �'•• DULE TE F 1 i��n'•. P W EXISTING WOOD i ` •}" u 4o OR STUCCO FINISH ";,OIS MATERIAL 2/ h •y �y CONNECTION TYPE C4 It V ' 0 E� ANCHOR PER ANCHOR yrs I 1 = € SCHEDULE 1'-4 yf }-1' 1'-4"MAX PANEL SPAN j a �j 3 O Ib O MAI( MAX DESIGN PRESSURES: <Wm u 11 _� TO G-0.42 WOOD MIN: Z a g +/-50 PSF N OJ .9 EXISTING 1 E W `�;w G Is (LOST I Ib STRUCTURE Q r 1' 1 o w`W EXISTING 12 O 6'O.C.MAX tb O g HOST GLASS SEPARATION R STRUCTURE ALT.LEG DIRECTION NOT REQUIRED CONNECTION TYPE CS ANCHOR PER ANCHOR SCHEDULE LR OK REVERSE"F"ANGLE TRACK MOUNT SECTION OL CEILING MOUNT1BUILD-OUT SECTION 7O'F"ANGLE TRACK MOUNT SECTION REVERSE —-- - - N Y W>" r N n SON g >' s AIR GAP BRICK VENEER PER ASTM C62 LEG DIRECTION �c GLASS SEPARATION MAY BE REVERSED 5 GLASS SEPARATION NOT REQUIRED CONNECTION TYPE C2 NOT REQUIRED ANCHOR PER ANCHOR 1 e SCHEDULE 0.43T 6-MAX Z i MAX T EXISTING WOOD O V4 J —T0 a "� STUDS SPACED co OEXISTING �--6-MAx—t MAX < 024"O.C.MAX EMBED. IIF (G=0.42 MIN) 11 MOST �p STRUCTURE w it fi Q j rt 12 t3 O 9-O.C.MAX n 1"x4'x0.125'6063-T6 ALUMINUM TUBE (2)•14 WOOD SCREWS OR t/"LAG SCREWS G1NOT SEPARATION 10 EXISTING O + OR 2"x6"PT WOOD BEAM.WHERE BEAM WITH 2'EMBEDMENT,-Y.MINIMUM EDGE NOT REQUIRED ib HOST NR GAP ANCCONOR PER CHHYPE C2 lifli EXTENDS MORE THAN 6'OVER LAST DISTANCE AND 1-3/4"MINIMUM END STRLICIURE BRICK VENEER ANCH00.PER ANCHOR STUD,EXTEND BEAM TO NEXT STUD DISTANCE TO G-0.42 MINIMUM WOOD PER ASTM C62 SCHEDULE WINErt 11YNLLi1W00 PE STUDS SPACED N"O.C.MAX. OM STUD ANGLE BUILD-OUT MOUNT NU"U"HEADER BUIL"UT THROUGH VENEER OVER OO DIRECT MOUNT THROUGH VENEER OVER STRUCTURAL 14-2031 SECTION INTO STUD WALL STRUCTURAL BASE SECTION BASE SECTION �.rw.TloN 9m 549 tF yMNE KL B NNAMO,P.E. GLASS SEPARATION ALT.LEG DIRECTION BRICK yg�{R NOT REQUIRED CONNlCTION TYPE O AIR GAPANCHOR PER ANCHOR ••'LLCFJI '. tI��1 yy kPMASTM SCHEDULE Qy.' , 09(:__. STRu = NoPE0048549 �--6'MAX b YJ p0•' STATE OF p a' wm f IO \ UlZ n �r�l/NALII{ WWZ�CONNECTION TYPE Cl 1/4.20X3/4CONNACYiON TYPE Cl ANCHOR PER ANCHOR KNURLED OA3T Z b y m W ANCHOR PER ANCHOR SCHEDULE MAX SCHEDULE STUDS SPACED Rev O !y 12"O.C.MAX 1 to]b W Wlz EXISTAIG $"w hd GLASS SEPARATION 1 l0 1e STRUCTURE AAL GAP CONNECTION TYPE O H c CTURE ANCHOR PER ANCHORNICK VENEER W NOT REQUIRED � � SCHEDULE a W PO STUD ANGLE THROUGH VENEER OVER STRUCTURAL BUILD-OIrr"r TRACK THROUGH VENEER OVER BASE SECTION STRUCTURAL BASE SECTION EXISTING W HOST ALUMINUM ANGLE CLOSURE f` STRUCTURE PIECE:1'x2"MIN,1"x5"MAX, 0.0625'MIN.THICKNESS. c� It t 1/4 g 1/4' 1/4' 1 to lb _ MAX. MAX. � �' E ;O EXISTING EXISTING T EXISRNG - g HOST HOST 1 ]o Ib 1 la Ib HOST d g �4• STRUCTURE STRUCTURE �� Mme' 9 ]1!24.OC L * 1 1 lb 11 13 i 12 ®TRAP MOUNT CLOSURE DETAIL SO WALL MOUNT CLOSURE DETAIL DST. s �l EXISTING �( 1,4• HOST MAX. W STRUCTURE �pt „ 1/4' ALUMINUM ANGLE CLOSURE 6 MAX PIECE:1"x2"MIN,1"x5"MAX, t la Ib aa�I 0.0625'MIN.THICKNESS. ANY ANCHOR PER ANCHOR SCHEDULE, i+ D15TANCf SPACED 24'O.C.MAX FOR DESIGN I2 y ALUMINUM ANGLE CLOSURE EXISTING PRESSURES S 62 PSF,12.O.C.MAX Il IS 0- PIECE.1'x2"MIN,1"x5'MAX, FOR DESIGN PRESSURES>62 PSF. le 9 P" N R •�e > 0.0625"MIN.THICKNESS. STRUCTURE t 24•OC J�p< NRRGrt FgM1IL®/W+DO EF. 1 1A 1b 1/4' 12 14-2031 ��c MAX, 9 11 B 21.OC 9 14 Q 24'OC 4- � Il IS F tDESCMPTW 9 !1 f 24'OC 11 IS 1 to Ib MAX. CORNER ANGLE: 1 to Ib 11 IS 12 0.050'3004-H34,3003-H14,OR u !2 5052-H34 ALUMINUM; OTLD BUI -OUT MOUNT CLOSURE DETAIL OU ALTERNATE CLOSURE DETAIL OV CORNER ANGLE DETAIL OR 20 GA GALV A36 STEEL FRANK L.SENNAADO,P.E. I 111 r 0146541 �� a .VCENSF /o�a1n912 No PE0046549 to N STATE OF 5'LONG HANDLE ���'S+ '•F.�ORIOA,.•' ui.~. o RIVETED TO PANELs s/pNAL ENG• W u. rrrrlrrllllll� zW ct tLd g PUNCH Yr'xl'HOLES IN ADJACENT PANELS TO Z k t W m RECEIVE THIS BOLT W/PM c n O NUT.PLACE PANEL OVER EACH O W W u" ADJACENT PANEL AND FASTEN 3 LL _ WINGNUTS FROM INSIDE N W W W �w O � n .r OY y w 3 (TYP.BO WIDE NOTCH ~ yy (TYP.BOTH SIDES) >'.•.�o� CO g 4 WALL MOUNTED 5'x2•z'.'j• E w Y STUDDED ANGLE Y4'•20 x 1'MACHINE SCREW STUD S WITH WASHERED WINGNUT 012'O.C. ¢ § (CONNECTS TO ADJACENT PANEL) 5 1/4-20X3/4 KNURLED STUDS W/ 3/4• L - W4-- ANCHOR "D.C. O --------------------- FOR FAS ENING ANEL 9EXISTING + _ __HOSTWALL MOUNTED 5"x2'xY6'STRUCTURESTUDDED ANGLEMAX CONN R PER ANCHOR OVIWPDIIWRL6W100 PF SCHEDULE O INTERIOR FASTENING ANGLE ASSEMBLY 14-2031 X THESE DETAILS DEPICT THE CONNECTION Of k ANY PANEL FOR AN OPENING WITH PANELS PACE DEIR'l1AaM INSTALLED FROM INSIDE.USE OF THESE r DETAILS SHALL BE IN CONJUNCTION WITH AN S 'H"HEADER OR"U'HEADER TOP MOUNT. 90 00 FUNK L 6ENNARD0,P.E. UNLIMITED WIDTH ``111111111111 •PEOO46549 (PERP.TO PANEL SPAN) `'I 1W 12'MAX.ON CENTER PANEL ATTACHMENT TO MOUNTING /I� HARDWARE OR DIRECT MOUNT. - STATE LL: N004654 2 �'0 •, O a i�(1 '. iI� OF • ge POLYCARBONATE PANELS AL in if FASTENED TO ADJACENT STORM PANELS WITH Y48.20 SIDEWALK BOLT AND WASHERED WINGUT Z t m p n AT MIDSPAN,TYPICAL W ry 9 Ei TAK9 2 IA W A.. a ALLOWABLE SPAN SCHEDULE(STEEL TABLE 3 NOTES: W r 1 WITH POLYCARB PANELS) LINEAR INTERPOLATION .+ ID PANEL ALLOWABLE DESIGN BETWEEN SHUTTER SPANS IS SPAN PRESSURE NOT PERMITTED.FOR SPANS BETWEEN THOSE INDICATED IOM •33.3 PSP -33.3 PSF ABOVE,THE DESIGN PRESSURES ILCK_ -36,7 pSF FOR THE NEXT HIGHER SPAN -- --- '--- SHALL BE USED. 9 99' +39.8 PSF -3911 PSF • DESIGN PRESSURES NOTED t D 0• ".7 PSF -44.7 PSF w 1 b Be ♦60.8 PSF -60.6 PSF IN TABLE 2 APPLY TO ALL _ 8 NOTES: ... .__.. MOUNTING AND ANCHORAGE $ y� 79• ♦67.9 PSF -67.9 PSF CONDITIONS AND SHALL NOT BE 1. TOP MAY BE SLOPED OR RADIUSED TO MATCH GEOMETRY OF OPENING. N MOUNTING HARDWARE MUST BE ROLL-FORMED TO THE RADIUS;NO 7Y• •97.0 PSF •97.0 PSF EXCEEDED. ' NOTCHING OF MOUNTING HARDWARE TO ACHIEVE SHAPES IS O !� ALLOWED. 2. STORM PANELS MAY BE MOUNTED VERTICALLY OR HORIZONTALLY. 3. STEEL AND POLYCARBONATE PANELS SHALL ALTERNATE. 4. END PANELS SHALL BE STEEL PANELS ONLY. TYPICAL ELEVATION WITH ALTERNATING $ i STEEL AND POLYCARBONATE PANELS N.T.S. EXTERIOR ELEV INTERIOR GLASS SEPARATION NOT REQUIRED i 22 . END PANELS SHALL BE-� POLYCARBONATE PANELS EXTERIOR POLYCARBONATE PANELS FASTENED TO ADJACENT STORM STEEL PANELS ONLY FASTENED TO ADJACENT STORM PANELS WITH Y4'-20 SIDEWALK PANELS V.--20 i BOLT AND WASHERED WINGUT AT MIDSPAN,TYPICAL BOLT AND WASHEREDIDEWALK WINGUT AT MIOSPAN,TYPICAL RNIIL991199DF4, 14-2031 TYPICAL SECTION WITH ALTERNATING 2 STEEL AND POLYCARBONATE PANELS 7 N.T.S. HORIZ SECTION 10 ANCHOR SCHEDULES: FRANK I.PENNAADO,P.E. PE - -- (SEE SHEET 9 FOR ANCHOR NOTES) EDGE DISTANCES AS NOTED . \ `•911�'r- '', .._._.____ __-____-__ -.- .. ..__ EDGE DISTANCES AS NOTED ___ C S66ro UO TO 11-0.. SOIro UO TO 8'-0" Sterns UD TO 101-0" Sp6ro UD TO 6'-01' SDinf Up TO 8'-0" Swro UD TO 10'-0" LOAD CONN TYPE CONN TYPE CONN TYPE LOAD CONN TYPE CONN TYPE CONN TYPE o PE004 g ANCHOR (p» CI cz C3 C4 CS CI 0"2 tl G CS Cl C2 C3 G C5 =� ANCHOti (� cl C2 C3 G C5 Cl 0"2 tl G CS Cl C2 tl G S* I/4•ITw S.S.TAPCON wrtN 35 16.0"ib.d'16.0"10.5"16.0"16.0"116.0"16.0" 7.9" 16.0"16.0'16.0"16.0" 6.3" 16.0" 1/4"TIW S.S.7APCON WITH 35 36.0"16.0"16.0"16.1 16.0"16.0"16.0"16.0"16.01'lad'16.0"16.0"18.0"'15.5 rn 1- cr 3/4"EMBED AND 1"MIN. 46 16.0"16.01 16.0 0.0 16.7 16.0 16.0.16.0" 6.7 16.0"16.01'16.0"16.0" I.T 16.0" 1-3/4'EMBED ANO 2-1/2' 46 16.0"16.0"16.0"16.0"16.0"16.01'16.0"16.0"14.T'36.0"16.0"16.0"16.0"11.4" U O p EDGE DISTANCE(]192 psi 57 16.0"16.01'16.0" b5 16.0"16.0"16.0"116.0"14.0" 16.1 16.0"13�r 16.0" 3.8" 11.5 MTM.EDGE DISTANCE(3192 S7 16.0"16.0"16.0"IS.B"16.0"16.'16.0"16.01'I1.S'16.7 16.7 16.0"16.01' 9.0" 1 AT pF O MIN CONCRETE) _67 Ia0"16.0"la0" 5.5' 16.0"16.0"iS.Y 16.01' 4.0" 13.1"16.0"10.9"16.0" 12" 8.6" psi MN CONCRETE) 67 16.0"16.0"16.0"13.Y 16.0"16.0"16.0"16.0" 9.6" IS.Y 16.0"12.8"'16.0"'7.6",10.'V�' 6 �A 78 10.'16.0"16.0" I.T' 16.0"16.'12.1"16.' 3A" 9.T 14.Y 8_0" 14.Y 6.T 78 16.'16.'16.01'11.T'16.0"16.0"1/.Y 10.7 81" 13A"10.0"10.Y 116.0" 6.4 7 89 16.0"15.1"16.0" 4.1= 17.1"iS.T 10.0"15.T 7.0" 7.7' 11.6" 7.P 32.6" S.S" � M 36.1 16.0"16.01' 9.7' 15.5 16.0"11.7'16.0" 7.1" 9.1' 11.r e.7' 11.8" 5.6" 6.4" 77/7 e 100 16.01'12.8"16.7 7.6" 10.1"11.' 0.5" 31,0" 6A" 11.2" 6.4" 1040" 1.6" 100 16.'15.1"16.01' Bs' 12.Y 16.1 10.7 16.0" 6.Y 7.5 111" zs111.T s.1 SA• 7 l,i' 1/4'ELCO ULTRACDN WITH 35 16.0"16.0"16.7 16.5",11&16.0"36.0"16.r 13.r 16.0"16.0"16.0"16.0"36.4"16A" 1/4'EICD ULTRACDN WITM 35 36.0"16.0"16.0'16.01'16.r 16.0"10.7 16.0"16.0*16_0"10.'16.016.0"'In 0-10.' II1I11 f1 W>VV uxi 1-3/1'ENDED AND 1"MN. 46 16.01'16.7 16.7 17_1"16.0"16.r 18.01'16.71 9A" 36.0"16.0"16.01'1640" 7.7" 10.7 1-3/4'EMBED AND 2-1/2' 46 16.0-16.0"16.'16.0-16.0"16.0"16.0"16.7 14.9"10.7 10.0"10.7 16.0"1140"16.0" U 4 _ -_. .. __ EDGE DISTANCE(2700 psi 57 16.01'16.7 16.'lo.r 16.0"lar lb7 16 0" 7 r 16.1 10.x_13.7'16.1 6.1• 11.1" MIN.EDGE DISTANCE(2700 57 lar 16.0"16.0"16.0"16.0"16.0"Ibr 16.0"II.71'mo-10.'14.Y 10.' 9.1 11.8 MIN CONCRETE) 67 16.0"16.r 16.1 8 9 lar 10.1 15.1"16.1 6 S" 12 r 16.r 10 r 16.0" S.1' 6.5" pal NIN CONCR r4moi Cf .- { -1 - --- - -- � 67 16.0"16.'16.7 13.5 Sar 16 0 IS 6"16 0_ 9 T 13.Y 10.'li 1"lbr.7.6 B.T W O 7e 36.01"16.7 16.0" 7 S 16 C Ib6"Il.r 16 7 S 5_ 9_6",14.Y 8_T ILY 4A" b6" _ 78_ 16.0"16.r 16.r III r 16.r 16 r 12 3"16 0 B.Y 9.r 14.6" 9 0 11.6" 6.5" 6.8" W = _81 Iar 15.2"16.0".6.S 13.0"IS.S" 9.9" IS.r 4.r _7_6" 12.1" 7.3" 11.1• S.P 89 36_01'15.T 1640" 9_8' 1]A"16 r 10 2"16 0 7.1" 7.0" 12.8" 7.5 1240" 5.6' 100 16.1 12.T 16.7;S.8"10.Y 13.r BA" 13.r 4.7" 6.3" 11.0" 6.3" 10.T 4.6" 100 16.'13.1"ib7 B.6" 10.6"11.Y 8.7" 14.3" 6.3" 6.0" 11.1" 6.5,11.1" 5.0" 4.T O W ._ ______ ____- _ id 1/4'fTW SAMMYS SSC W/ 35 16.'16.1 16.7 16.7 16.7 16.0"16.0"36.1 16.1 16.01'16.0"16.01'16.0"1540"16.0" 1/P ElCO►ANEIAfATE 15 16.7 16.7 1640"16.7 1640"16.0"16.01'16.0"16.'16.7 36.1 16.0"16.0" 15.8" t6.' b p 2-1/4'MIN EMBED AND 46 16.0"16.01'16.0"'16_7'18.7 16_0"16.0"16.1 15.1 16.01'1640"16.7 16.01'1140"1640" �,F•EMALE MALE or PWS W/ 46 3640"lbr 3640"16.0"lar 1640"lbd'16.0"3540"16.01'1640"1640"16.0"11.7" 1640" i4 1-I/{'MIN.EDGE DISTANCE 57 16.0"l6.d'Ibr�lar 16.0"16.';16.0"116.r 11.9"16.0"1ar 16.0"16.01' 9.Y lar N IF� STANCE�I3� 57 16.0"36.0"16.0"16.0"16.0"16.0"16.r 16.0"111.r 16.0"16.r LiLr 16.0"i 9.Y' 13.5 LL g (3295 psi MIN CONCRETE) 67 14. 16.0"16.7 16.'17.6"16.0"36.01'16.0"16.7 10.7 16.0"16.0"16.7 16.0" 7.r 13.T psi MIN CONC) 67 16.0"la'16.0"13.6"16.0"16,0"16.01'16.0" 9.8" IS.Y 16.7 12.T 16_7 7_T 10_0" 1640"1640"la7 11.5 16.7 16.01'16.'1640" 8.5 15.5 16.'1140"1640" 6.T fO.T "1 - �o .-_ rosy 78 16.0"16.0"36.0"11.4"16.0.16.1 14.1"16.0" 8.7" 11.Y 16.7 1047.427r 7"16.7 6.6 7.01' _- 89 16.0"16.01'i6.'10.0"16.0"16.'15.9"16.01' 7A"I12.Y 16.0"11.8"116.0" 5.8" 8.7" �u ' � ry 100 16.7 16.7 la7 B.8" 1640"16.'13.6"16.01' 6.5" 10.Y 16.'10.1" 16.7 5.2" 7.4' G� * 99 16.0"16.0"16.0" 9.9" 15.4"16.01'SS.T'16.0" 7.Y 9.0" 11.7' .T S.7" 6.V" }..._ IOD 16.0"15.1 16.01' B.T 12.2'36.' 9.8" 16.01' 6.1" 7.5" 13.1" 5.4" R1/}20 ALL POINTS SOLID- 35 16.0 10.0 16.'13.6"16.7 16.0'16.0"16.01'101 16.7 16.0'16.0"16.0" 83" 16.0" O 3/4'ITW SAMMYS SSC W/ 3S 16.7 16.0"16.0"16.0"16.0.16.0"16.01'16.0"16.0"16.r 16.0" 16.0"16.0" m H 2 SET W1TM 7/8"MN EMBED 46 16.1 16.7 16.0"IOA"16.0"16.7 16.0"16.01'_Z7" 16.0"16.01'14.0"16.7 6.0" 13.1" � EMBEDW� 2-1/1'MN AND K 16.'16.7 16.0"la'16.'16.01'lb7 16.0"lb7 16.01'16.7 16.7 16.7 15.7 16.01' AND INCE(000IN.EDGE 57 16.7 16_0"16.0" 0.4" 16.7 16.0"11.3".16.' 6.1" 13.4"13.8" 9.0" 1].0" I.0" B.1" 2-1/2"MIN.EDGE DISTANCE 57 16.7 16.7 16.0"16.7 16.7 16.0"16.0"16.'15.1.16.0"16.r 16.0"16.0"ll.r 36.01' DISTANCE(3000 psi MN 67 16.r 16.0.16.0" 7.0" 16.0"14.T SOA"14.T' S.1" 9.Y 11.T 7.T 11.T' I.0" 6.0" (3295 psi MIN CONCRETE) 67 lar 16.0"la1 16.'16.0"16.01'16.'16.0"12.T 16.0"16.d'�16.r 16.7 10.7 14.Y 1�1 0"a dLL CONCRETE) 78 16.0"'13.6'16.0" S.r 12.5 12.6" 5.5 12.6" 4.3" 6.r LOX 6.2' 10.1" ].4" 4.T 78 la0"16.r 16.0"14.T mo"16.r 16.0"16.0"10.T 16.0"16.7 14.6"16.0" a r 11.1" * M 14.T lo.r 14.T S.1" 9.Y 11.1" 7.r 11.1";3.r 5A" Gr 5.3" 8X' 3.9 * _89 16.0"16.7 16.7 12.T 16.7 16.7 16.0"16.0" 9.Y 12.9 16.01 11.Y 16.0" 7_4" -9 100 13.3" 9.0" 13.1` 1.5 7./" 9.8" 6.7 9.r.3.Y 4.r 7.r 4.5 7.6" 7.3" z 100 16.0"16.0"16.7 II.Y 16.'lb'14.1"16.0" B.Y 10.T'16.01'10.6"16.7 6.5 7.T S 1/}lO ALL IOINTS SOLID- r46 16.0"16.'16.7 16.0"16.'16.7 16.0"16.r 16.r 16.0"16.0"16.r 16.'14.T 16.01' 'g 1/4'POWERS TAPPER WITH 35 16.7 16.7 16.0 :11.7"16.0"16.'16.0"16.0"'8.5 16.7 17.0"13.0"1340" 6.r 13.' 1-3/4"MIN EMBED AND 46 lar 16.0 16.0" 0.6" 16.0'12.4"12.4.12.4` 6.4" 13A" 9.0" 0.1 9.0" 4.9" 7.6" SET WITM 7/8'MN EMBED 16.0"16.0"16.01'16.0"16.7 16.7 16.0"16.0"13.9"16.0"16.0"16.0"16.0"IO.B"16.'1-112'MIN.EDGE DISTANCE 57 13.Y 13.r!13.1 6.9" 1].Y 10.0" 8.Y 10.1S0" 7.T 8.1 6.T Lr 3.r 4.T AND 2"MIN.EDGE DISTANCE16.01'16.0"16.01'15.7 16.7 16.0 16.7 16.r 10.9'16.01'16.0"12.0"16.r 0.5 10.6"3000 psi MIN CONCRETE) 67 11.Y 10.5 I1.Y S.0" 11.2" 6.5 6.Y 6.5 4.Y S.Y 6.r 4.4" 6.8" 3.Y 7.5 (3000 psi MIN CONCRETE) 16.0"16.0"16.01'12.6"16.'16.01'14.1"16.' 9.1" 12.0"15.3"10.'16.Y 7.1" 7.8" `'-` _ g 7B 9.T 79 9T•49" 7.Y 7.Y 4.9" 7.Y 3.5 I.0" 5.8" 3.6" !.r 16.01'18.0"16.01'10.6" 7 10.01' "16.0" 7.T 8.9" 13.2" 8.1" 13.Y 6.r 6.1"{ ]W0 1 B9 8.5 6.3" 8.S 4.2" 5.4" 6.4" 4.1" 6.4" 3.0" 3.Y 5.1" 3.0" 5.1" * 18.0"14.2"16.' 9.1" 11.1"14A" 9.Y 11.1" 6.6" 7.1" 11.5 6A" 11.5 S.2" S.7100 7.6S.17.63.T 4.3S.T 3.5 S.T 4.6" /,4' 16.01'11.8"16.01' 8.0" 9.6" Il.r 7.0" 12.0" 5.9" S.8" 10.Y S.r 30.1 4.6" 4.YEDGE DISTANCES AS NOTED 1/4"POWERS TAPPER WITH16.1'16.0"16.0"160"16.7 16.1 16.7 16.0"16.0"16.0"la'16.7 16.7 17.5 16.0"508ro UO To 6'-0" Spans UD TO 8'-0" 508ro UO TO 101-0" 1-3/4"MIN EMBED AND 3" 16A"16.01'16.0"16.0'"16.1 16.1 16.0"16.1 11.1 16.1 16.0"!16.0"16.0" 9.r 3541" T5 0"n LOAD CONN TYPE CONN TYPE CONN 7YPE MIN.EDGE DISTANCE(3000 57 16.01'16.0"16.01'17.8"16.01'16.7 16.7 10.7 15.5 16.1'II.Y 16.0" 7.8" 9A" _ ANCHOR (P� CS C2 C3 G C5 Cl 1 C2 C3 C4 C5 Cl C2 C7 G CS pN MIN CONCRETE) 67 Ear la'16.'11.5 16.'lar 11.5 16.0" 8.3" 10.T 1/a^MILLENIUM MLLFAST 35 16.7 16.0"16.0"16.0"16.0 16.1 16.0"16.0"'16.0" 16.0" 16.0"16.0"16.0"15.Y 16.7 79 16.0"1S.8"16.0" 9.T 14.5 11.6" 9.9" 11.6" 7.7 7.0" 31.T 7.2" 11.T S.5 5.5 wrnl 1-3/4"EMB®AND 46 16.7 16.7 16.0"16.0"16.0"16.0"16.'16.',14.5" 16.0" 16.01'16.0"16.7 I1.Y 16.1 89 16.0"12.6"16.7 8.4" 10.T 12.0" B.1" 12.0" 6.1" 6.Y 10.Y 6.7 10.Y /.r 4.5" 2-1/2'EDGE DISTANCE 57 16.0"16.0'16.0"lar 16.0" 16.0"116.0"16.'11.3"_16.0" 16.01'1].7 16.7 0.r 10.0" 100 10.5"iS.Y 7.Y 8.5" 11.4" 6.9" 11.4" 5./' S.Y 9.1" S.1" 8.0" 4.Y 7.8" o (3275ps1 MIN CONCRETE) 67 16.r 16.1 16.7 13.1"16.0" 16.0" 14.3"16.0"_9.4' 12.2"15.6"IO.Y 15.6" 7./" S.7 76 36.1 16.7 16.7 111& 16.0" 16.0" 11.3" 16.0" 8.0" 9.1" 17.4" 0.2" 13.4" 6.3" 6.2" a pg@ '-_ 13.1' 6.1" 6.0' ll.T' 6.r 11.T SA" S.1" 89 10.'11.4"10.7 9�S',12.3"14.7" 9.3"'�14.T 6.9" 7.2" 100 16.0"32.0"16.0" 5'i i 9.0" 13.1" 7.I 10.4" S.r 10.1" 4.8" 4.Y 2 2 2 1/4"MILENIUM MLLFAST 3S 16.116.116.'-16:'16.1 16,0"16.7 16.'13.5" 36.0" 16.0"lar la110.0"16.0" WTIN 1-3/4"EMBED AND 1" 46 16.'16.r 16.0"3747 16.r 16.0"36.0"16.0"130.3" 16.0" 16.0"14.0"lar 0.1 13.6" EDGE DISTANCE(3275ptl 57 16.1 16.01'10.0"11.1"16.0"16.0"I 15.7 16.7 8.0" 14.i"11.6"10.Y 14.6" 63` 8.6" ^' MLN CONCRETE) 67 1640-16.01'16.7 9.3" 16.7 5 15. '11A"VLr 6.7" 9.7" 12.4" 8.1' 12.4" S.Y 6.4" 78 1540"34:7"16.01' 7.8" 17.Y 13.3" 9.1 13.Y 5.T 7.2" 10.6" 6.5 10.6" 4.5 5.r 4 *Em 89 Is.v lis,11s.ri 6.T 9.8" I1.T 7.4" 31.7 4.r 5.7" 9.3" 5.5 9.3" 4.1" 100 13.r 9.5 13.8" 0.9" 7.0" 10.1" 6.Y IDA" 4.Y 4.r 0.3" 4_7" 8.1" 112 SMS W/2'EYEWALL 35 16.0"16.1 10.0"16.0-116.V 16.'16.0`16.7 13.7.16.0"16.'16.01'16.'3140"16.' y E ARMOR INSERT W/2"EMBED 46 16.0"16.r 10.7 13.9"16.7 16.'16.0"16.0"10.4"16.0"16.1 16.7 16.1 B.1" 16.7 a �R AND 2"EDGE DISTANCE S7 16.7 16.7 16.0"11.2" 16.0"16.0"L 16.0"16.' 8.2":16.01'16.'1].Y 16.1 6.4" 11.0" OQYN3IRMNRLIB►9AD0 PE (2000psi MIN CONC) 67 16.0"16.111"16.0".9A"-16.0"16.7 14.7 16.0" 6_9" 12.5"ICU"10.4"16.1 5.4" 8.2" p _78- 16.0"16.0"16.0" !.0" 16.0"la'11.6"16.0" 5.8"9.3" 17.7" 8A" 1347' 4.6" 6./" 14-2031 B OCH// i 16.0"14.8"16.7 6.9" ILL 15.7 9.6" 15.0"'5.1" 7.4" 12.0" 7.1" 1LO" 4.0" 5.2" �LLet - _ _ 100 16.0"12.Y 16.7 6.1" 10.1 13A" 9.1" 13.4" 4.5-16.2- IO.T 6.1' 10.4" 3.6" 4.4" PAGE VNICRK nONe 612 SMS W/2.75"EYEWALL 35 16.0"16.1 16.'16.0"16.1 16.0"16.0'16.0".16.0';16.0"10.'la'16.7 13.6'16.7 ARMOR INSERT W1 2.5' 46 16.0"116.0"116.V 16.'16.'la7 16.0"16.0"14.8"16.7 16.0"Sar 16.7 11.5 16.7 - EMBED AND 2'EDGE S7 16.0"36.0"16.r 16.r 16.7 16.0"16.7 16.r i11.T 16.716-0"16.1 16.1 9.1" 14.2" DISTANCE(2000ps1 MIN 67 16.0"16.0"16.1 17A"16.0"16.0"16.1 16.1 9.8" 16.0"16.0"13.4"16.0" 7.T 10_5 9® QQ CONC) M 16.0"16.0"16.7mr 16.0"16.0"14.9"16.7 B.Y 11.9'16.7 10.r 16.r 6.5" 8.2" n 0 89 16.0"16.1 16.1 9.8" 16.0"16.'S1..Y i6.' 7.2" 9.5 13.6" 9.1" IS_/" SJ' 100 36.7 35.8"16.' 6.6" 12.8"16.01'10.5 16.0" 6.Y 7.Y 17.7" 7.8" 13.7" S.0"I S.T FRANK L.BENNARDO,V.E. PE0046549 ANCHOR SCHEDULES (CONTINUED �' 7 EDGE DISTANCES AS NOTED EDGE DISTANCES AS NOTED Iy-+ Soma UO To 6'-0" SBeOs Uo To 0'-0" Sara UO To 10'-0" G Sans Up To 6'-0" Spans UO To 5.0" Suns UO G J L� CONN TYPE CONN TYPE CONN TYPE p� L� CONN TYPE CONN TYPE CONN TY►! - O ANCHOR ( Cl C2 Q U CS Cl Q G CS Cl Q C3 G CS ANCHOR (� Cl Q C3 G CS Cl C2 C3 G CS C1 C2 C3 G (A � .' 1/4"tiw S.S.TAPcoN WRN 35 14.6"1_4.6"14.6" 9.1" 14.6"11.0"11.0"iL4" 6.4" 11.0" e.e" e.4" 8.8 S.r e.e" 1/4"ITW S.S.TAPCON 35 10.r'10.7-10.7" 4.4" 10.7- &4" 8.4" 0.0" 3.6" 0.0" 6.4" 6.4' 6.4" - 1-1/4"MIN.EMBED AND 46 11.1"31.1"11.1" 6.9" 11.3" &r B.r i.r S.2" 8.3` 6.7" 5.4" 6.7" 4.4" S.3" WITH 1-1/4^MIN.EMBED a e.1" 8.1" 9.1" 3.6" &1" 6.1" &1" 6.1' 6.1' 1.9• 4.4" 4.4" 2-1/T'MIN.EDGE DISTANCE 57 9.0" 90" 9.0" 3.6" 9.0" 6.T 5.6" &7" 4.0" 5.2" 5A" 3.4" 5.4" 3 1" 3 Y AND 1"MIN.EDGE 57 6.6" 6.6" 6.6" 6.6" 4.4" 4.1" 4.4" 7A' 7.4" ].4" �' J 67 7.6" 7.1" 7.6" 4.6' 7.5" S.T 4.r S.T 3.3" 3.6 4.6" 4.6" DISTANCE 67 5.6" S.Y 5.6" S.4" 4.2"ffj�- 78 6.6" 5.r LO" 3.9" 49" 4.4" 3.r 4.9" 3.4" 3.4" 7s 4.r 39" IgT3•= 09 S.8" 4.2" 38" 3.7" 3A" 4.r 4.r 3.S" 3.r 89 4.2" 3.1" 4.2" 3.2" 7.2" a 2100 5.1" 3.r 5.1" 7.4" 3.4" 3.1 100 3.7" 3.T w_._1/4'H.OD UL711AC011 W1TM 35 16.0"16.0"16.4" 0.7" 10.4"32_0 12.4"12.0" 6.2" 32.0" 9.6" 9.6" 9.6" 5.0" 9.6" 1/4•ELAO LILITLACON 3S 1&4"1&4"16.0 0.9" 16.d'12.0" . 12.4" &T 32.0" 9.6" 9.6 9.6 S.4 !.4"1-I/4•HIM.EMBED AND 46 12.r 12.r 12.r LT 12.2 9.1 9.1_ 9.1" 4T 9.1" 7.3" 6.0" 7.3" 5.6" WITH 1-1/4MDI.EMBED 46 12.2"12.r 12.r &4" 32.Y 9.1" 9.1 9.1- S.1" 9.1" 7.r 62.1/2"MIN•EDGE DISTANCE 57 9.8" 94" 9.4" 51' 94" 7.4" 6.1 7.4" 5.7" S.9" 4.3" 5.9AND 1'MiN.mCi! 57 9.4" 9.8" 9d" S.S" 9.6" 7.1" 6.1 7./" S.7" 5.9" 4Al.67 8.4" 7.4" 6.4" 4.2" 0.2 6.3" 4.6 6.3" S.0" 5.0DISTANCE 67 0.4" 7.8" 8.4" 4.6 0.2 0.r 4.6 6.r n w _ 78 7.2" S.8" 7.2" S.r SA" 5.4" 10 7.2" Sb" 7.2" S.r SA" 5.4" 4.r 4.r Iw w 09 6.r 4.6" 6.Y' 4.r 4.T � a 0.r 4.6 6.3 4.T 100 S.6" 3.6" 4.2" 4.2 y 100 5.6 5.6 4.2" /.2" 1/4'ELCO PANELMATE 35 16.0"16.0.16.0"11.7"16.0"1&C 16.0 1&0" 6.8" 16.0"14A"14.4"14.4" 7.0 11.4• 1/4"ELM PANELMATE(MALE 35 10.0 16.0'1&0"12.r 16.d 16.0"16.0 16.0" 9.Y 16.0 1S.0 1S.0 35.0" 7A• 1&d' (FEMALE,MALE,OR PWS) 46 16.8"16.0'16.0" e.4" 16.0 13.7"13.7"13.7" 31.0" 9.0 II.4" S.1" 8.4 OR PLUS)W/1.1/4'MIN 46 1&4"16.0"16.0" 9.Y 16.d 24.Y'14.2"14.2" 7.0" 14.2"11.4" ¢ W/1-1/4"MIN EMBED AND s7 14.T 14.r'14.7" 7.2 U1.7"11.1" 9.1 11.1" S.2" 6.6 6.8" 6_3" e.4" 4.4" S.2" EMBED AND 2'MIN.EDGE 57 1&r 15.3"13.r 7.4" 15.r I1.r 9.S" 11.5' S.5" &9" 9.2" d m a 3'MIN.EDGE DISTANCE 67 12.3"11.6"12.5" 6.0 12.4 9A" 6.9 9A" 4.3 S.9" 7.5" 4.9 7.r DISTANCE 6'7- 13.0"12.1"13.4" 6.3" 32.8" 9.0" 7.2 9.8" /.6" 0.1" 7.4" 76 10.e" ex 10.8" S.4" &4" 8.1" 3.5" 0.1" 1.4" 6.5" 6.S 70 2Lr 9.0" Il.r S.r 0.3 &4" S.T' 9.4" 4.6" 6.7" 4.3 6.7' 4 * ® 89 9.4" 7.0" 9.1" 4.3" S. 7.1" 4.r 7.1" 5.T' 5.T * e9 9.8" 7.2" 9.0' 4.6 6.2 7.4" I.T' 7./" 5.4" S.9" rn y y 100 &4" S.e" 0A" 4.7' 6.3" 6.1" S.0" 4.9" _ 100 6.T 6.0" 8.7" 4.0" 4.4" 6.5" 6.5" 3.2" 5.1" w LL 1/4•TTW TAPCON SG W/ 35 1&4"16.0"16.0"IS.9"16.0 16.0.10.4"16.0"11.9 16.0 16.0 16.0.16.0" 9.6" 16.0" 1/4'ITN TAPCON SG W/ 35 16.0"16.0"16.0" 9.6" 16.0"16.0"16.0"16.0" 7.r 16.0 16.4"16.r 16.0" 1-I/1'MIN EMBED AND 46 16.0`16.0"16.0".12.1"16.0"16.4"1&4"16.4" 9.1 10.4"16.0"10.4"16.0 7.1" 15.5" ttt 1.1/4•MIN EMBED AND 46 36.0"16.0"16.0 7.7` 16.0"16.0"16.0"16.d' S.S' 16.0`16.d'16.0 16.0I- 2.3/Y MIN.EDGE DISTANCE 57 160"16.(r 16.0" 9.e" 16.0"1&4"16.0"1&4" 7.1" 1S.e"16.0"1L6"1&4" 3.6" 9.6" 1-I/4'MIN.EDGE DISTANC! 57. 16.0"16.0'16.0" 5.9" 16.0"16.0"16.0"16.0" 4.1" 15.4"16.d'11.6"16.4" 3A" 9.6" =N-' 9"I 67 16.0"16.0"16.0" 8.2" 16.0"1&4"12.8"1&4" 6.0" 10.9"13.9" 9.3" 13.f 1.7" 7.1" 67 16.0"16.0'16.0" 5.0" 160"I&0"12.8"16.0' 3.T 10.9"13.9" 9.1' 13.9" 7.1" IN�i p ® 78 16.0'1&0"16.0" 6.9" 14.8"14.9"10.1"14.r 5.1" 8.1" 11.9" 7.r 11.9" 4.4" 0.P 78 16.0"16.0"16.0' 4.2" 14.4"14.9"10.1"14.9" 3.3 8.3" ilA" 7.r I 11.9" y4 89 16.0'12.8`I 160" 6_0" 11.0`13.1" 8.r 17.1` 4.4" GA" IO.r Gr 10.5" 3.6" 4.6" * ® 89 16.0"1Lr 16.4" 3.7" 11.0"13.1" 8.Y' 13.1" 0.4" 10.5" 6.2"I 10.5" 100 15.5'10.7-1S.r S.3'I&T 11.6" 7.1" 11.6" 3.r 5.4" 9.Y' S.r 9.4" 3.1" 3.9' 100 15.5'10.7"15.5' 3.3" 8.r 11.6" 7.1" ll.&-- S.4" 9.3" S.r 9.0' i3 1/4-20 ALL POINTS SOLID- 35 16.0"16.0'116.a'13,4"l 1601160 1 16.0"16. 10.1"1&0'16,0"16.0"16.0" 8.1" 16.0" 1/4-20 ALL POINTS SOLID- 75 16.0.16.0"1&C el" mr 14.r 14.r 14.r 6.0 14.3 11.4"31.1"11.4" SET WITH 7/8"MIN EMBED 46 10.0"1&4"16.0"10.2"16.0"20.4"16.4"16.4" 7.6" 16.0'1�.9'"12.2'14.9 5.9" 11.4• SET WITH 7/e'MIN EMBED 46 14.5"14.S"14.5" 6.1" 14.5.10.9"10.9"lo.r 4.6 10.9 8.7' 7.3 B.T 7.6 6.6 " E O AND 2'MIN.EDGE S7 16.0"10.0"16.0" &2" 16.0"15.3"12.4"15.1"_&0" 11.T_12.1 &S' 12.1" 4.7" 7.1' AND 1-1/4"MIN.EDGE E7 11.7"11.7"11.7" 4.9" I1.T 0.e" 7.2" &8" 3.6" 6.6" 7.0" S.0" 7.0" 1.3• E $g DISTANCE DISTANCE < 67 30.4"1S.4"16.0" 6.9" 16.0'12.4" 9.4" 118" S.0" 0.0" 10.3" 6.T' 10.r 3.4" SJ" 67 9.9" 9.2" 9.9" 4.1" 9.4" 7.r 5.5" 7.5" 3.0" 4.7" 6.0" 3.4" &0" 3.1" Q v� 78 14.T 13.9"14.7" 5.0" 10.9"11.0" 7.1" 11.0" 4.3" 6.0" 8.8" 5.4" 8.0" 3A' 4.1" * 11�.--f11 78 e.S" 6.9" 8.5" 3.S" 6.4" 6A" Jr-4 6.4" 3.5 3.1" 3.1 5.1" 12.r 9.5" 12.9" 5.0" 8.1" 9.7" 6.1" 9.7" 3.7" 4.8" 7.T'14.5-17.r 3.4 --�I W 7,5" 5.5" 7.5" 3.0 4.T S.6" 3.6" 5.6" 4.5"-12L UX 7r UZ 4 4,5' 4" 6.4" 8.6" 5.2" " " 4 100 6.7" 1.6" 6.7" 75 1//'MILLENIUM MILLFAST _75 15.4"15.4"15.4" 6.6" 15.4 11.5"11.5 11.5" S.0" I1.S" 9-i.. .2" _9.2" 9.2 9.2" 2� ANCHOR W/1-1/4-EMBED 46 11.T i1.T I1.T' sx, 13.7" 0.4" 8.4" 8.8 BA" 7.0 S.7" 7.4" SA" EDGE DISTANCES AS NOTED _ AND I"EDGE DISTANCE 57 9.4' 9.4" 9A" 4.1" 9.1" 7.1" 5.6" 7.1" 5.5" S. a7o 8'-0" - 509ni UO To 61-0" Spans UO Bans UO Th 10'-0" 67 8.0" 7.S" 0.4" 7.9" 6.0" 4.1' 6.0" 4.e" 4A" G LOAD CONN TYPE CONN TYPE CONN TPE g� 70 &9" S.6" 6.4" S.1" S. 5.2" 4.7' 4.1" O ANCHOR M &0" 4.4" 0.4" 4.3" 4.5" _ (� CI C2 C3 G CS Cl C2 C3 G CS Cl C2 C3 G CS 012 SMS W/2"EYEWALL 3S 16.0"10.4"'.14.9"16.0"16.0"16.0" 16.0"11.2'16.0" 16.0'16.0'• 16.0" 9.4" 1&4" 100 SA' SA" 4.4" 4.4" ARMOR INSERT W/2'EMBED 46 16.0"16,0"16.0"114 16 0"16 0 i6 0'''16 0 8.5" 16 0 16 0' 16 0' 16.0' 0.6' l0.1" 1/1'MILLENIUM WLIFAST 33 1&0'16.0"10.0"10.0 1&0"12.T 12T 12.7r" 7.5"" 1L7r"10.1'10.1 10.1' &0• 10.1" AND 2'EDGE DISTANCE -57 14L0"16.0"16.0"4.2"-16.0- 16 0 16.0" 16 0 6.T 15.4" 15 9" 11 3. 15.9" fr 9A" L� ANCHOR W/1.1/4'EMBED 46 IL4"12.4"12.9 7.6 12.9 9.T 9.T 9.T 5.7- 9.7" 7.T 6.3" LT M" S.Y 87 16.0"16.T 16.0" 7.T 16.0" 16 0 12 5' 16 0 5.6" 10 6 13.6" B.9 13.6" 1,1"!7_0" yy IBA AND 2-1/2"EDGE DISTANCE 57 IDA_"10.1"10.1" 6.2` 10.4" 7.8" 6A" 7.8' 4A" R4" 6.2' IA" 0.Y - _ r- --7Z' - C 67 0.e" 8.2" 8.8 S.1" &7" 6.6" 1.4" &6" 1.1" S.r S.r 79 16.0"15.7"10.4"l 0.r 11.5"14.6"�9.8".14,6" 4.4" 7.9" 11.6" 7.2",11.6" 3.r e9 1&4"12.5"110.0" 5.6" 10.7"12.4" &1" 12.8" 4.Y 6.3" 10.2" 6.0" 10.r l.r 4S S >e 7.6" 6.1" 7.6" 4.r S.6" S.T S.T 4.6" 4.6" +p@ q ai 300 15.1"'10.4"15.1" 5.4" 8.5" 11.4" &4" 11.4 3.T S.r 9.1" 5.2" BX 3.8' ¢ F 4.9" 6.T' 4.r 5.0" 5.0" f 100 Sr 4.1" 5.9" 4.4" 4.{" 5/16'fTW 7APCON%L W/ 35 16.0"16.0"16.0'16.4"16.0"16.0"16.0"16.0•'16.0"16.0" 16.0'16.0"10.4"1&4"16.4" 2-1/4'MIN.EMBED AND 4" 46 16.0"16.0"16.0 16.0"16.0"1&0"1&4"16.0",16.0'16.0'16.d'16.0"10.4"10.4"16.4" arg9 •12 SMS W/2'EYEWALL 35 36.4"16.0"16.0"12.r 16.0"16.d'10.4"16.0" 9.2' 16.4"15.8"15.8"15.4" 7.7 15_e" u EDGE DISTANCE 57 16.0"16.0" 16.0"116.W'116.0"16.4"1&4"16.0"16.0".16.0-16.0'16.0"16.4"13.6"16.0- ARMORINSERT W/1-1/a' 16 16.0"16.4"16.0 9.r 16.0"13.0"15.0"15.4" 6.4" 154"124" 98 110 S.1" 9.2 = 67 16.0" 160 16.0"!16.01'116.0"164"16.0"160'34.6"16.0"16.4";16.0'16.0"11.4'17.9" EMBED WITH 2"EDGE 57 16.d'16.d'16.0' 7.T 16.0"12.1"10.0"12.1" 5.4' 94 9 T' 64" 9.7" 4.2" S.7" DISTANCE - -- D 78 36 0"16 0 16 0" 16 d 16 0"16 T 16 0"16 0 12.r 16.r 16.0'14.2"16.4" 9.7" 10.4" 67 13.7"12.4"13.7" 6.r 13.5 IO.r 7.6 10.3" 4.5" 6.5" 9.2 5.4 e.2" 3.6" 1.2" � - - E u * 89 16 0"16 0 16.0"14 6 16 0"16 4"16 0" 16.0"10.7"12.5'16.4"11.9"160" &4" 6.9" 5. �_= 7e 11.8" 9.4" 11.8" S.r B.8" 8.9" &0" 8.9" 3.4" 4 4" 7.3" 4.3" 7.1" 3.0" 7.3" LL 100 18 0'16 0 16.0"12 9' 16 0"16 4"13 8" 16.0" 9.4" !OA"1&4"10.r 10.0• 7.4" 7.S' 9 1! e9 10.r 7.6" 30.3" 4.6" 6.5" 7.Ir 4i9" 7.8" 3.3" 3.8" 6.2 3.6 6.2 ---- " " � 5/16^ELCo uLT RACON W/ 35 16.0"16.0"16.0"16.0":16.0"16.0 16.0"16.d'11.0'16.4"164"16.0"16.0"11.2"16.0" 07J116RNWNL671MIDDPE .3" 9.2" 4.0" 5.2" 6.9" 4. 1" 0 2-1/a"Mrn,EMBED K 16.0'16.d'16.0".14.Y'16.0"16.0"16.0" 10.4"110.6"16.0"15.1"12.4"15.1" 8.Y u.6' 14-2031 57 16.0'16.0'16.0"11.5'16.0"15.3"12._6"1S.r,6.Y',mir 12.r &6" l2_r 6_4" 7.Y 67K01BO" 6.0" 9.6" 16.0"130" 9.S" 13.0"T 6.9" 8.1• 10.4" 6.4" 10.4" S.4" S.r Pwe odaUl7mNt M4.9"_8.0" 11.1"11.2" RS"Ills 5.4" ex e9" 0.093.o" 6.9" 8.2" 9.4" 0.2" 9.4" 5.0 7.4" 7.4" 1001.6 6.1" 6.r 0.7 S.3".8.7" 7.4" 6.7" rlO 0 F K L.BENNARDO,P.E. 7�9 `�� No EOOatiS 3/4"MIN EDGE DISTANCE __ 3/4"MIN EDGE DISTANCE �� S �, p _ spoor UB To 6'-0" Soaps Up To 8'- S84ro Up To l0-0" G SOam W To 6'-0" Smm Up To W-0" T �yyI ��Tiii ppc� ANCHOR LOAD CONN TYPE CONN TYPE CONN TYPE �i LOAD CONN TYPE CONN TYPE CONN TYPE i� S1 41't1 .ti F\ u g F (� CI C2 tl G CS Cl C2 C3 C4 C5 Cl C2 C3 G CS = ANCHOR (� Cl C2 C3 G CS C1 C2 tl G CS C3 C2 tl G �, N @ 1/4"LAG SCREW OR HANGER 35 16.0"10.0 16.0"12. 16.0"116.0"1 16.0"16.0" 9A" 16.0"16.9"116.V 16. 7.F 16.0" 1/4'ELCO PANELMATE 35 16.0"16.0"16.0"16.0"10.0"16.0"16.0"16. 16.0"16.0"10.0 16.0"16.0"I3.T 16. AAr tLi Z� €i€ BOLT WITH 1.5'MIN THREAD 46 16.0"16,0"16.0" 9.5" 16.0"16.0"16.0 16.0" 7.1" 16.0"16.0"16.0"16.0" 5.6" 16.0" (FEMALE,MALE,OR PLUS)W 46 36.0"16.0"16.0"16.0"16.0"16.0"16.0"10.0"13.0"16.0-16.0"16.0"16.0"tox 16.0' �'>Q: X Y PENETRATION S7 16.0-J16.0-'16.0" 7,T 16.0"16.0"'16.0"'16.0" 5.7" 16A"16.0"12.4"16.0" 4.5 10.3" 1-7/8"MIN EMBED S7 16.0"16.0"16.0"14.1"16.W 16.0"16.0"10.0"10.3"16.0"16.0'10.0"16.0" 8.1" 16.0" (' �a Lu ^g 67 10.0"16.0"116.0" 0.S"!16.0"16.0"13.7"16.0"!_-4.6" II.T 14.r 9.7" 14.P 3.M:7.6" 67 16.0"10.0"10.0"11&10.0'16.0"16.0"16.0-18.7- 16.0"10.0"15.4"10.0" 0.0 12.1" t Y f 78 10.0"10.0"16.0" 5.5 15.9"16.0"f0.8"�i6.d'�4.1" 0.T 12.8" 7.9" 12.8' 3.Y 6.0' * 7B_ 16.0"16.0"16.0"10.0"16.0"16.0"16.0"16.0" 7.4" 13.T 16.0"IL4"16.0" 0.t" 9.4" IlJW o~., .. 69 16.0 19.t 10.0 I.t" 11.T 14.0" {.9"'14.0' 3.5 0.9" II.Y 0.6" 11.2" 2.t" 4.9" ��® M 10.0"16.0"16.0" 9.T 16.0"16.0"14.1"16.0"16.4" 10.9"10.0"10.4"16.0" S.1" 7.T O w 4 z c 100 16.0"11.3"10.0" 4.2" 9.3" 12.5' 7.6" 12.5j 3.1" S.T 10.0" S.T 9.T 2.5 4.1" _ 100 16.0"16.0"16.0" 7.T 14.8"10.0"12.0"10.0 5.T %I. 15.8" 94" 15.3" 4.5 6.6' ;LL U s14 WOOD SCREW OR SMS 35 10.0"16.0"16.0"11.8"10.0"10.0'16.0"10.0' 8.9" 16.0"16.0"16.0"10.0" 7.1" 16.0" u! "W 1/4'lAG SCREW OR MANGER 35 10.0'16.0"10.0"IS.T 16.0"16.0'10.0"10.0'I1.T 16.0"16,0'16.0"16.0" 9.4" 16.0' o w WITH 1.5"MIN.THREAD 46 10.0"16.0"10.0" 9.0' 10.0"16.0"10.0"16.0" 6.T 30.0"15.Y 12.5 1S.Y SA" 11.6" E BOLT WITH 1.5"MIN THREAD 46 16.0"16.0"16.0"11.9"16.0"10.0'16.0"16.0" 0.9" 16.0"10.0"16.0"16.0" 7.0' 16.0" '00 PENETRATION PENETRATION .+ S7 16.0"10.0"16.0" 7.3" 16.0"15.4"12.T 15.4" 5.3" 11.9"12.3" B.T 12.5 4.Y 7.Y .n 57 16.0"16.0"16.0" 9.6" 16.0"16.0"16.0"16.0" 7.1" 164"16.0"16.0"16.0' S.6" 15.4" g 67 10.0"10.0"16.0".6.1" 16.0"13.1" 9.6" 13.1" 4.5 8.2" 10.5" 6.P 10.5" 3.5 5.4" 67 10.0"16.0"16.0' 8.1" 16.0"16.0'16.0"16.0" 6.0" 16.0'16.0'14.6"16.0' 4.T 11.5" 78 15.0"12.1"15.0 S.2" 11.1"ll.Y 7.6" 11.2" 3.5 6.1" 9.0" 5.5 9.0" 3.0" 4.2" L9 78 10.0"16.0'16.0" 6.9" 16.0"16.0"16.0"164" 5.1" 13.0"16.0"11.8"16.0' 4.0" 8.9" n 09 13.1" 9.7" 13.1" 4.3" 8.2" 9.5 0.3" 9.8" 3.3"14.6" 7.9" 4.6" 7.0' 2.6" 3.4" 89 16.0"16.0'36.0" 0.0' 16.0"16.0"13.4'16.0" 4.4" 10.3"16.0'_9.9" 16.0" 7_5 7.3" ,d -- - - - - - m 100 11.7" 8.0" 11.7" 3.9" 6.5" 8.8" 5.3" 8.8" 2.9" 4.0" 7.0" 4.0" 6.8" 2.3" 2Ar * _ 100 16.0"16.0"16.0" 0.5 14.0"16.0' 1/4'ELCO PANELMATE 35 1 1 1 1 ! 1 1. 7.4" 3 .0"16.0 1 1 3 s14 WOOD SCREW OR SMS 35 16.0"16.0"16.0"16.0'16.0"16.0"16.0'18.0"12.Y 10.0"16.0'10.0'16.0' 9.T 16.0" (FEMALE,MALE,OR PLUS)W 46 164"10.0"16.0" 7.5 16. 16. 16. 36.0" 5.6" 16.0"14.8"12.1"14.8" 4.4" 11. WITH 1.5'MIN.THREAD 46 16.0"16.0'16.0"12.3"16.0"16.0'16.0'16.0" 9.2" 10.0"16.0"16.0"30.0" 7.2" 16.0" y # 1-7/8"MIN EMBED 57 16.0"10.0"10.0".6.1" 16.0"14.9"12. 14.9"'4.4' 13.6"11.9" 8.5 11.9" 3.S" 7.0" PENETRATION 57 16.0"10.0"16.0"10.0"16.0"16.0'10.0'16.0" 7.Y 10.0"16.0'14.9" 67 164"15.T 10.0" S.1"116.0'12.T 9. 12.7" 3.7" 7.9" 10.Y 6.6" 10.2" 2.9" 5.2" ��� 67 10.0"10.0"16.0" 8.4' 16.0"16.0"16.0'16.0" 6.2" 14.0"16.0"IS.T 16.0" 7B 14.5 11.7"14.5"',4.3" 10.8"10.9" 7.4" 10.9"•9.2" 5.9' 0.T S.4" t.T 2.5 4.1" 78 16.0"10.0"16.0" 7.1' 16.0'16.0'13.0'10.0" S.Y 10.4"15.4" 9.5"IS.4" 4.1' 7.2' * _!9 12.T 9.1" 12.T 3. .0" 9.6" 6.1' 9.6'- Lt" 4,T 7.6" 4.5 7.6" 2.Y 3.Y 89 16.0 10.0"16.0" 0.Y 14.1"16.0'10.7"16.0" 4_6" 8_3" 13.5 7.9".13.5 3.6" S9" K181 _ 100 I1.T 7.P 11.T 3.3" 0.4" 6.5" 5.2' 8.5 2A" 3.9" 0.8" 3.9" 6.6" 2.M 100 10.0"13.8"16.0' 0.5" 11.Y 15.0" 9.1" lMa' 4.0" 0.9" 12.0" GM SI.T 3.Y 5.0' Iii Z m �Eg ANCHOR NOTES: 1. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. E 2. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING,ANCHOR SHALL BE q e LOCATED IN CENTER OF NOMINAL 2x(MIN)WOOD STUD(i.e.3/4"EDGE DISTANCE IS "IVA ACCEPTABLE FOR ANCHORS TO WOOD FRAMING). a 3. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE ONLY. - R 4. MINIMUM EMBEDMENT AND EDGE DISTANCE SHALL BE AS NOTED IN ANCHOR SCHEDULE. yp MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO,FOAM,BRICK,AND OTHER1q WALL FINISHES. a 6 S. ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN,BUT ONLY PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES E"K� INDICATED IN SPAN SCHEDULES)SHALL APPLY. 9 YYY 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING,EXISTING CONDITIONS MAY VARY. @ FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS,NOT INTO lit ■ a PLYWOOD. oovinlarl mYALeeawro0ve. 11. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2"ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAW HEAD,TRUSS HEAD,OR WAFER HEAD("SIDEWALK BOLT") 14-2031 U.N.O. SPAM, - 12. ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE. rwyggeeaLml6N, 13. 71c DESIGNATES ANCHORS WHICH ARE REMOVABLE AND MAY BE USED FOR DIRECT MOUNT INSTALLATIONS. 14. WHEN ANCHORING TO HOLLOW BLOCK,SDS DRILLS SHOULD NOT BE USED TO DRILL INTO HOLLOW BLOCK,NOR SHOULD IMPACT DRILLS BE USED TO INSTALL CONCRETE SCREWS (y TO HOLLOW BLOCK fnn $ ��JI