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HomeMy WebLinkAboutSTORM PANEL PLANS24GA STEEL STORM PANEL FOR USE OUTSIDE THE HVHZ & WIND ZONE 4 UNLIMITED WIDTH (PERP. TO PANEL SPAN) TYP 12° MAX. ON CENTER PANEL ATTACHMENT TO MOUNTING -}--{ HARDWARE OR DIRECT MOUNT. mA®- U /lbw ��V[[V�� PLAN � ����A sc °y�yU KEYHOLE PUNCH DETAIL � ° A i a� ` t ALTERNATIVE HOLE DIA. OF- 5/8° IS ACCEPTABLE. N 1� wm "+ Q F MERU la a D Q NOTE: TOP MAY SLOPED OR RE MUST TO MATCH GEOMETRY OF OPENING. MOUNTING ING HARDWARE MUSTT BE ROLL -FORMED PE THE RADIUS; NO NOTCHING OF MOUNTING HARDWARE TO ACHIEVE SHAPES IS ALLOWED. ��� >: TYPICAL ELEVATION WITH HURRICANE PROTECTION 1 STEEL PANELS ONLYyl . N.T.S. EXTERIOR ELEV GENERAL NOTES 1 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE SIXTH EDITION (2017 INTERNATIONAL ONE 4N. SEE PRODUCT UC�T EVALUATION RAND PORIFTE INTERNATIONAL I INNALL RREESIDOENNTIAL CODE (IRC) FOR USE OUTSIDE THE HIGH VELOCITY HURRICANE ZONE & WINd 2. ND 33-1 3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. WIND LOAD DURATION FACTOR Cd=1.6 HAS E BEEN USED FO� WOOD ANCHOR DESIGN. a 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 REpUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 740 AND CHAPTER 1609 OFTHE 51 FLORIDA BUILDING CODE SIXTH EDITION W017)) SHALL BE LESS THAN OR EQUALTO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOOWN. 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 SAFETY FACTOR. S • S. 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 y- THE CONDITIONS DETAILED HEREIN A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN COWUNCTION WITH THIS DOCUME4. 7. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL ONLY BE USED IN COWUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME PRODUCT APPROVAL. USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61GIS-23 OF THE FLORIDA ADMINISTRATIVE CODE 8. PERMIT HOLDER SHALL VERIFY THE ADE UACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. BRICK VENEER PER ASTM C62 R (BY OTHERS SHALL BE ANCHORED PROPERLY T TRANSFER ANY APPLICABLE LOADS TO THE EXISTING HOST STRUCTURE. y 9. STORT4 PANELS SHALL BE ASTM A653 GRADE 40 STEEL WITH G60 GALVANIZED COATING TESTED THICKNESS 0.0232". 10. ALL POLYCARBONATE PANELS SHALL BE MANUFACTURED BY TRANSPARENT PROTECTION SYSTEMS Inc. 11. ALL POLYCARB PANELS SHALL BE EXTRUDED WITH THICKNESS t=0.100° 4r5110° AND SHALL BEWWFACTURED FROM 1D0% SYNTHETIC THERMOPLASTIC POLYMER RESIN (UV STABILIZED). TYPICAL TENSILE STRENGTH FY-8.908 KSI, FLEXURAL STRENGTH Try=12.90 KSI, & FLEXURAL MODULUS IS 328.7 KSI S 13. ALL TOP BOTTOM DEfAI�LS SHOWN MAY BErI1NTERCHANG�D AS FIELD ONDITIONSIDICTATE TPANELLSSCMAYSBE MOUNTED VERTICALLY OR ADM 2015. HORIZONTALLY AS APPLICABLE. 14. PANELS SHALL BE PERMANENTLY LABELED WITH LABELS SPACED NOT MORE THAN EVERY THREE LINEAL FEET PER PANEL AND SHALL. FACE THE EXTERIOR AND CONTAIN AT LEAST THE FOLLOWING: p TOWN Bi COUNTRY INDUSTRIES 8 �M E330 E1836 6 E1996 MISSILE LEVEL D FLORIDA PkODUff APPROVAL NUMBER TENSILE ALL BOLELD TS & WAASHHERNGTH F SHALL KSI E ZINNCLESS COATED SE NOTGALVANIZED D VAN HEREIN. STEEL, STAINLESS STEEL, OR 2024-T6 ALUMINUM ALLOY WITH A MINIMUM 16. CONTRACTOR IS RESPONSIBLE TO INSULATE OR PROTECT ALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS. TABLE 1 ALLOWABLE SPAN SCHEDULE (STEEL PANELS ONLY) ALLOWABLE DESIGN PRESSURE +36.0 PSF -38.0 PSF NPANEL- +39.2 PSF -41.1 PSF +44.2 PSF+46.0 PSF -46.0 PSF +49.7 PSF -49.7 PSF 96 +56.1 PSF -56.1 PSF 90' +63.9 PSF -63.9 PSF 84° +73.4 PSF -73.4 PSF 78' +85.2 PSF -852 PSF 72' 1 + Inn .0 PSF I -100.0 PSF FRANK L BENNARDO_, RE d OPE4b549 �°ite NoPE0046549 - * : * - �A ' STATE : bN�p = " n•. OF iT� •. FIORio P•. g• V W M SpE wo � =� Uin D -i5 _ $gg 2 am$ D � Lu �,�y 9 TABLE T NOTES: • LINEAR INTERPOLATION yww�"ii®0 T� jy" E O BETWEEN SHUTTER SPANS IS NOT PERMITTED. N d s uz1 w FOR SPANS o iu BETWEEN THOSE INDICATED 0 ABOVE, THE DESIGN PRESSURES FOR THE NEXT HIGHER SPAN SHALL BE USED. m DESIGN PRESSURES NOTED IN TABLE 1 APPLY TO ALL n MOUNTING AND ANCHORAGE CONDITIONS AND SHALL NOT BE 0:� a m frr O E �o E g 0 MAX PANEL SPAN ;cc v E PER TABLE 1 � � �� T :rc a l7m W J µO1 d C O fr z 'e �v z OPTIONAL HORIZONTAL MOUNT 1 N.T.S. EXTERIOR ELEV 14-2031 12.00°(COVERAGE) 2.02 1 t--2.02'-t q�_-70N.02_12'Z 4.O.6.00"�-�1.07' 14.375- (TOTAL WIDTH)-. O1 STEEL STORM PANEL 6.00" (COVERAGE) t-2.02'-j K0.' - N }I.1T •�1.OT }-�� 8.332" HALF PANEL -{ is STEEL HALF STORM PANEL NOTE: HALF STORM PANEL SHALL ONLY BE USED AS AN END PANEL TO CLOSE THE REMAINING OPENING THAT MAY BE LESS THAN FULL PANEL WIDTH 1.00" 0.100" TYP p,---- �ti - oA-_� I- No -12' PANEL COVERAGE- ' 1/4' MAX TOTAL PANEL WIDTH �T„•'•• ♦-MAX. 5.238' L�NUTS -4 KNURLED STUDS W/ 1/4-2OX3/4 KNURLED 1/4-20X3/4 KNURLED 'r SPACED AT 12" O.C. STUDS W/ WINGNUTS STUDS W/ WINGNUTS a 0.125TION MAY BE REVERSED) SPACED AT 12' O.C. SPACED AT 12" O.C. �2.250'-1 ^ 0.120° - t (DIRECTION MAY BE (DIRECTION MAY BE 0.095" 0•094� 0.094° Z X 0.091" REVERSED) 0.091' REVERSED) T� r E 0.094' (� 0.101' NE'j'J z ��n///���Ze - N I 0.125' ^ E ^ E IFi i-i ^I 0� 375' v1 ° YI°kvl/� L V2.01� 000' r0.091" y N 0.091, 0.062' " MINIMUM MINIMUM 0.06r- -2.06' 1.000' 2" LEG -� 1.000" � 4.632' LEG _ O2 "H" HEADER O3 "U" HEADER 3a BUILD -OUT "U" HEADER OSTUD ANGLE ® STUD ANGLE 4b STUD ANGLE SEE COMPONENT NOTES SEE COMPONENT NOTES SEE COMPONENT NOTES 1', 2' 0.378' t 0190•i� [7.3' OR 3" 0.388" 0.315' 9 '*-t+-0.3L�13°*0.125' r .090"� 0.315C U�\- T TYP. 0 0 SQ /HEX 125' m 0.465' HEAD BOLT STUDS 0.125' ry 0.125" in 0.46 'D f W/ WINGNIlTS 0.188"4f 1/4-20 SQ./HEX 1/4-20 SQ./MIX '0�"� SPACED AT 12" OC HEAD BOLT STUDS HEAD BOLT STUDS 0.086' W/ WINGNUTS 0.090" W/ WINGNUTS (LEG DIRECTION SPACED AT 12" OC (TYP) SPACED AT 12" DC MAY BE REVERSED) �_I% 2', 3', 4. OR 5" (7)BUILD-OUT "F" TRACK ®"F" TRACK ea "F" ANGLE TRACK ©TUBE S )ANGLE COMPONENT NOTES ANCHOR HEADS MUST NOT INTERFERE WITH INSTALLATION OF THE PANEL THE FIRST AND LAST ANCHOR IN ALL TRACKS SHALL BE INSTALLED WITHIN THE FIRST 3- AND LAST 3", RESPECTIVELY. INSTALL ALL ANCHORS PER THE REQUIREMENTS LISTED IN THE ANCHOR SCHEDULE. 0.44" I t-t 0.873' w fl T �ozs 3° t7(�1;3 m 13"0.OS" 1- 0.25" t 0.30' AMLof AHOY ( WASHER WINGNUT 10 KEYHOLE WASHER li 1/4-20 SQ./HIX 1/4-2.0 316 SS MACHINE O 13 #147CT�4 14 1 4-20 O -/ 1 1 4-20 NON -RECESSED FLAT SURFACE TYPE ONLY 20 GA. GALV. STEEL (t°,038') GRADE 40 OR 0.050' ALUM BOLT W/NUT HEAD BOLT SDS/SMS SCREW SIDEWALK BOLT TRUSS HEAD BOLT ALLOY C3004-H34), REQUIRES USE OF KEYHOLE WASHER IN DIRECT MOUNT APPLICATIONS N t� 1AsII W y irwa:j C, IWLL 14-2031 CONNECTION TYPE C2 EXISTING CONNECTION TYPE C2 ANCHOR PER ANCHOR HOST ANCHOR PER ANCHOR EXISTING HOSTOMAX. SCHEDULE STRUCTURE CONNECTION TYPE C2 SCHEDULE 0MAX t2 012' D.C.- STRUCTURE ; ' 2O ANCHOR PER ANCHOR EXISTING O .'' 13 1/4' SCHEDULE11 HOST IC EMBED. �. MAX EMBED. ': 0.437" STRUCTURE :- �• MAX _ ; N c MAX i'a MAX EMBED. _ Iw7 j 2 F 1.. � •• w w O � (w7�� wow Q Q O val � ��••. i�i/sS ' 1 a w a Z 16 zz le g 1 1 lb S to ALT. LEG DIRECTION GLASS SEPARATION tb CONNECTION TYPE C3 9O-'twS9g� NOT REQUIRED GLASS SEPARATION ANCHOR PER ANCHOR GLASS SEPARATION 3 bem NOT REQUIRED SCHEDULE NOT REQUIRED 01W s� �w W AO"H" MOUNT SECTION ©BUILD -OUT "U" MOUNT SECTION ©ALT. BUILD -OUT "U" MOUNT SECTION 1' GLASS SEPARATION "mi ALT. LEG DIRECTION GLASS SEPARATION GLASS SEPARATION NOT REQUIRED REQUIRED n CONNECTION TYPE 03 NOT REQUIRED ANCHOR PE0. ANCHOR NOT t SCHEDULE t t m z m EXISTING z a KB_ a ... 1 J HOST u W r'L O m z 1/4-20X3/4 STRUCTURERM AX 0.43T z 7cn 1" O ib n KNURLED w w0 EMBED STUDS SPACED Mzf12'O.C. MAX 7OEXISTINGx 11 u HOST w xSTRUCTURE EMBE.-0.437' MAX CONNEN TYPE CIHOST EXISTING t In tbANCHOR PER ANCHOR SCHEDULE.CONNECTION TYPE CS CONNECTFASTEN @ 6' O.C. OR 12' O.C., BUT DO ANCHOR PER ANCHOR STRUCTURE CONNECTION TYPE Cl NOT EXCEED ANCHOR SCHEDULE ANCHOR PER NOT m SCHEDULE ANCHOR PER ANCHOR SCHEDULE SPACING. KEYHOLE WASHER REQUIRED SCHEDULE IF ANCHORED WITH TRUSS HEAD BOLT. - STUD ANGLE WALL MOUNT SECTION OE BUILD -OUT "F" TRACK SECTION (F)DIRECT MOUNT SECTION CONNECTION TYPE C2 EDGE _ 11 EXISTING ANCHOR PER ANCHOR EXISTING DIST. CONNECTION TYPE C4 ANCHOR PER ANCHOR GLASS SEPARATIONHOST STRUCTURE 0.625' SCHEDULE STRUCTURE w SCHEDULE NOT REQUIRED ]u a zEit W EQ. 4n O ]b XN EQ w m O J w e z 0.625' i O MAX z a m - LEG DIRECTION MAY BE REVERSED w 1• 1� m 6@ p � 6 g yrHA OPfPN;IR FPAN(LlIB01AN 14-2031 ALT. LEG DIRECTION t In In CONNECTION TYPE C2 ANCHOR PER ANCHOR GLASS SEPARATION SCHEDULE NOT REQUIRED x tb f GLASS SEPARATION NOT REQUIRED CONNECTION TYPE C4 EDGE ANCHOR PER ANCHOR DIST• SCHEDULE EXISTING HOST _PACE DFSOII►iIOMI STRUCTURE OG "F" TRACK MOUNT SECTION OH TRAP "U" HEADER SECTION OI TRAP STUD ANGLE SECTION r GLASS SEPARATIC NOT REQUIRED CONNECTION TYPE C4 ANCHOR PER ANCHOR SCHEDULE- O Q � m 9 ,erg EXISTING HOSDISI./ T STRUCTURE ]O"F" ANGLE TRACK MOUNT SECTION GLASS SEPARATION NOT REQUIRED ITEM #13 0 12" O.C. MAX. 2-xS"xl/B'x CONT. 6063-T6 ALUM. IN BETWEEN TRUSSES, ALLOY ANGLE WITH (3) 1/4"0 W COINCIDENT WITH ANCHOR LAG SCREWS WITH 2° MIN. EM ROW CENTERLINE INrMWOOD 0 EACH RAFTER . TRUSS, 24. O.C. MAX. WITH 13 EXISTING WOOD 3' MIN. END DIST. AND 3/4- MIPX GLASS SEPARATION TRUSS OR RAFTER 1.5' 1.5° DIST. WHERE ANGLE EXTENDS RE Ni CONNECTION TYPE tl NOT REQUIRED 0 24" D.C. MAX (G-0.42 MIN). -T— THAN 6" BEYOND LAST TRUSS,*XTEND ANGLE TO NEXT TRUSS. ANCHOR PER ANCHOR i SCHEDULE m • z 0. EXISTING WOOD T STUCCOOR FINISH a MATERIAL w O 1°-4 7/� �1' 8'-4"MAX PANEL SPAN MAX MAX DESIGN PRESSURES: TO G=0. MIN: O - SD O PO EXISTING HOST EMBED. �1 ' STRUCTURE OS-1•--} 1n , - 12 0 6" O.C. MAX - Ib GLASS SEPARATION " ALT. LEG DIRECTION NOT REQUIRED CONNECTION TYPE CS ANCHOR PER ANCHOR SCHEDULE OK REVERSE "F" ANGLE TRACK MOUNT SECTION ©CEILING MOUNT/BUILD-OUT SECTION ao o 'a• ` 1n z r Ih Q . EXISTING WOOD AIR GAP BRICK VENEER PER ASTM C62 CONNECTION TYPE C2 ANCHOR PER ANCHOR SCHEDULE 0.437' MAX O )a o STUDS SPACED 024' O.C. MAX (G=0.42 MIN) , .Q g I EXISTING HOST J I �' T6" MAX MAX i H � - � 4n 4b STRUCTURE t 9. O.C. MAX t 1 rt 1"x4"x0.125" 6063-T5 ALUMINUM TUBE (2) #14 WOOD SCREWS OR'/4' LAG SCREWS GLASS SEPARATION In NOT REQUIRED lb OR 2'x6" PT WOOD BEAM. WHERE BEAM WITH 2" EMBEDMENT 3'� MINIMUM EDGE EXTENDS MORE THAN 6' OVER LAST DISTANCE AND 1-3/4� MINIMUM END STUD, EXTEND BEAM TO NEXT STUD DISTANCE TO G=0.42 MINIMUM WOOD i STUDS SPACED 24" O.C. MAX. OM STUD ANGLE BUILD -OUT MOUNT ®"U" HEADER BUILD -OUT THROUGH VENEER OVER SECTION INTO STUD WALL STRUCTURAL BASE SECTION LEG DIRECTION 5 GLASS SEPARATION MAY BE REVERSED � NOT REQUIRED 1 to ib �6" MAX a " Ln w W ¢ w EMBED. 6 EXISTING AIR GAP HOST CONNECTION TYPE C2 ° STRUCTUREBRICK VENEER ANCHOR PER ANCHOR R 6 PER ASTM C62 SCHEDULE W NWCMFXAAIL!$dlAMPE ' O DIRECT MOUNT THROUGH VENEER OVER STRUCTURAL 14-2031 BASE SECTION SCALE, PAG EDISCRIPROM 2 AIR EXISTING HOST BRICK VENEER PER ASTM C62 EMBED. ` W� W Z a CONNECTION TYPE Cl 1/4-20X3/4 CONNECTION TYPE Cl �--6" MAX ANCHOR PER ANCHOR KNURLED ANCHOR PER ANCHOR S SCHEDULE STUDS SPACED SCHEDULE 12" O.C. MAX GLASS SEPARATION 1 la ]b NOT REQUIRED © STUD ANGLE THROUGH VENEER OVER STRUCTURAL BASE SECTION EXISTING HOST ALUMINUM ANGLE CLOSURE STRUCTURE l PIECE: 1"x2" MIN, 1"x5" MAX, A 1 n 0.0625" MIN. THICKNESS. i EXISTING HOST 9 14 @ 24• O[ 1 1a Ib .912 15 12 . TRAP MOUNT CLOSURE DETAIL ® GLASS SEPARATION ALT. LEG DIRECTION CONNECTION TYPE C3 NOT REQUIRED _ ANCHOR PER ANCHOR C� ' 0GEN •' SCHEDULE ' _` • No PE0046549 �-6" MAX—} _ * . �• WG a •.. STATE OF a i lSs EMBED. O7 - n 0.437' Max 038 lb EXISTING HOST AIR GAP CONNECTION TYPE C3 STRUCTURE J ANCHOR PER ANCHOR BRICK VENEER SCHEDULE PER ASTM C62 © BUILD -OUT "F- TRACK THROUGH VENEER OVER STRUCTURAL BASE SECTION ( WALL MOUNT CLOSURE DETAIL EXISTING HOST STRUCTURE cix EXISTING °y 1/4" W HOST 0 MAX.STRUCTURE 1/4" ALUMINUM ANGLE CLOSURE 6 MAX DISTAN E PIECE: 1'x2" MIN, 1"xS" MAX, 1 to 1b ! 0.0625" MIN. THICKNESS. ANY ANCHOR PER ANCHOR SCHEDULE, b ALUMINUM ANGLE CLOSURE EXISTING SPACED 24" O.C. MAX FOR DESIGN PIECE: 1'x2" MIN, 1"x5' MAX, HOSTFORPRESDESIGN PRESSURES > 62 PSF. PNGy e 0.0625" MIN. THICKNESS. STRUCTURE a 2a• 0[ N'P y w ' 1 to Ib 1/4, VPA CCPYNIITRiRI"RL�RV - _ 12 14-2031 MAX, s w e z4. 0[ j9 ]4 a 24. OC 4" U IS .c SON 9 14 a 2 4. 0cCGS MAX. CORNER ANGLE: 1 In lb U IS t2 / 0.050" 3004-H34, 3003-H14, OR t2 5052-H34 ALUMINUM; OT BUILD -OUT MOUNT CLOSURE DETAIL O ALTERNATE CLOSURE DETAIL O CORNER ANGLE DETAIL OR 20 GA GALV A36 STEEL 3 - FRANK L BENNARDD P.E. AM&1549 ``111111111 P_ uCENSF el� _ NO PE0046549 _ 7f N STATE OF W PI B S $ 5' LONG HANDLE RIVETED TO PANEL i�1•RIO,. •' ��i S'I ••. 1`1G\ Of "� UI LLyN$�• ZR o> , PUNCH Wxl' HOLES IN ADJACENT PANELS TO ME (3Q IIQ W z o ZX pqr -1 RECEIVE THIS BOLT W/ PM Ry�_jzo W W N NUT. PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN O - -_ Hi1W�L ®z ?� y, E 0 WINGNUTS FROM INSIDE Bl W o W W w T W N � N 9 w98 66 p /.� 234°xIY4" WIDE NOTCH - / (TYP. BOTH SIDES) p�v Qz�fla e7,v S WALL MOSTUDDED ANGLE E 3 % -20 x 1' MACHINE SCREW STUD g WITH WASHERED WINGNUT @12° O.C. - o v 9 (CONNECTS TO ADJACENT PANEL) 2, "a1, 1/4-20X3/4KNURLED STUDS W/: 3/4" t ° WIN4EMBED. O 'S E i ----------------- )'e°0-HOLE FOR z FASTENING PANELyEXISTING HOSTI srRurnlRE-�L WALL MOUNTEDS°x2"xi'e't! 3 - STUDDED ANGLE Pj 4r a 1/a" MAXJim CONNECTION TYPE Cl - - ANCHOR PER ANCHOR COPMM MMLMOMPA 14-2031 SCHEDULE INTERIOR FASTENING ANGLE ASSEMBLY • THESE DETAILS DEPICT THE CONNECTION OF Sole- ANY PANEL FOR AN OPENING WITH PANELS . Pwce ursu>nrtoN� " INSTALLED FROM INSIDE. USE OF THESE .. DETAILS SHALL BE IN CONJUNCTION WITH AN - 9® • "H" HEADER OR "U° HEADER TOP MOUNT. {/^nh, 0 a �• FEE j j No j mFBI j j % jj mArm TABLE 2 ALLOWABLE SPAN SCHEDULE (STEEL WITH POLYCARB PANELS) PANEL SPAN ALLOWABLE DESIGN ,- PRESSURE; 106, + 33.3 PSF - 33.3 PSF 102' +35.7 PSF -35.7 PSF 9fi• +39.B PSF -39.8 PSF 90' +44.7PSF -44.7 PSF 84• +50.6 PSF - 50.6 PSF .76' +57.9 PSF -67.9PSF 72• * 67.0 PSF - 67.0 PSF NOTCHING OF MOUNTING HARDWARE TO ACHIEVE SHAPES IS ALLOWED. 2. STORM PANELS MAY BE MOUNTED VERTICALLY OR HORIZONTALLY. 3. STEEL AND POLYCARBONATE PANELS SHALL ALTERNATE. 4. END PANELS SHALL BE STEEL PANELS ONLY. TYPICAL ELEVATION WITH ALTERNATING 1 STEEL AND POLYCARBONATE PANELS 7 N.T.S. EXTERIOR ELEV INTERIOR GLASS SEPARATION NOT REQUIRED PEN v _ - - - - ```III111I1f!// BE •: �: • I•ICENSLr _ `IZ: • No PE0046549 FRANK L BENNARDO G�.E /PEOOW549.4.„i$:. O8 _ Q '•, STATE OF , �i S C� ♦ '���S�ONALEII� W A m � WW om=1�F•F m ° Z' °o _��a W .. N W YYYY,tttt � Z lS 3 rG ulwixw TABLE 2 NOTES: o w W . LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED. FOR SPANS BETWEEN THOSE INDICATED ABOVE, THE DESIGN PRESSURES FOR THE NEXT HIGHER SPAN - SHALL BE USED. DESIGN PRESSURES NOTED IN TABLE 2 APPLY TO ALL "'" w 9 MOUNTING AND ANCHORAGE CONDITIONS AND SHALL NOT BE EXCEEDED. \ MIr.Fy p p c e5. p m p9g K� v E� POLYCARBONATE PANELS ` ayg END PANELS SHALL BE STEEL PANELS ONLY EXTERIOR FASTENED TO ADJACENT STORM PANELS WITH �/+"-20 SIDEWALK, POLYCARBONATE PANELS FASTENED TO ADJACENT STORM 3'� SIDEWALK _ Y1 9B! BOLT AND WASHERED WINGUi - PANELS WITH -20 BOLT AND WASHERED WINGUT ' AT MIDSPAN, TYPICAL " AT MIDSPAN, TYPICAL 0.PY91m01RW(L�lNfmOPE 14-2031 TYPICAL SECTION WITH ALTERNATING z STEEL AND POLYCARBONATE PANELS 9® % N.T.S. .. - .HORIZ SECTION (SEE ' 5 s E E 2 g O a H ' T S P G E g ANCHOR SHEET SCHEDULES:, 9 FOR ANCHOR NOTES) - gb BENNARDO,P.E. L• /i// - D PE0046 - G s ANCHOR LOAD () EDGE DISTANCES AS NOTED • 5Dam UD TO 6'-0" CONN TYPE Cl C2 C3 C4 C5 Spans UD TO 8'-0" CONN TYPE Cl C2 C3 C4 CS Spans UD TO 30'-0" CONN TYPE Cl C2 © C4 CS: ' u p u 1/4" TTW S.S. TAPCON WITH 1-3/4" EMBED AND 1' MIN. EDGE DISTANCE (3192 psi MIN CONCRET_ E) 35 1fi.0" 16.0" 16.0" 10.5" 36.0" 16.0" 16.0" 36.0" 7.9" 16.0" 16.0" 16.0" 16.0 6.3" 16.0" ��' is /7 rr1nf a Q' ®T OF, � .�i 14 m LL y y I P1 `4 yi �Ca f-1Iff �''W (/ E` 30q�1 04 G m z O Z 1i1�, I y. $$x W Ity WW 0" J lz W `�¢¢0 0 46 16.0" 16.0" 16.0" 8.0" 16.0" 16.0" 16.0" i6.D" 6.0" 16.0" 16.0" 16.0" IN: 4.7" 16.D"16.0 57 16A•' 16.0" 16.0" 6.5" 16.0" 16A•' 16.0" 16.0" 4.8" 16.0" 16.0" 13.9" 16.0" 3.8" 13.5" 67 16.0" 16.0" 16.0" S.S' 16.P' 16.0" 15.3" 16.0" 4.0" 13.1•• 16.0" 10.9" 16.0" 3.2" 8.6•' 78 16.0" 16.0" 16.0" 4.7" 16.0" 16.0" 12.1" 16.0" 3.4" 9.7" 14.3" 8.8" 14.3" 6.7" 89 16.0" 15.4" 16.0" 4.1" 321 IS.T' 10.0" 15.7" 3.0" 7.7" 12.6" 7.4" 12.6" S.5" 100 16.0" 12.8" 16.0" 3.6" 10.4" 14.0" 8.5" 14.0" 6.4" 11.Z" 6.4" 10.8" 4.6" 1/4• ELM ULTRACON WITH 1-3/4' EMBED AND 1' MIN. EDGE DISTANCE (2700 psl MIN CONCRETE) 35 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 13.0" 16.0" 16.0" 16.0" 16.O" 10.4 16.0" 46 16.0" 16.D" 1fi.0" 13.1" 16.0•' 16.0" 16.0" 16.0" 9.8" 16., 16.0" 16.0" 16.0" 7.7" I6.0" 57 16.0" 16.0" 16.O" 10.6" 16.0" 16.0" 36.0" 16.0" 7.8" 16.0" 16.0" 13.7" 16.0" 6.1" 11.4" 67 I6.0" 16.D" " 16.0" 16.0" 35.1" 16.0- 6.S' 12.9" 16.0" 30.8" 16.0" 5.1" 8.5' 78 16.0" 16.D" " 16A" 16.0" 11.9" 16.0" 5.5" 9.6" 14.2" 8.7" 14.2" 4.4" 6.6"0 89 16.0" 15.2" " 33.0" 1S.5" 9.9" 1S.5" 4.8" 7.6" 12.4" 7.3" 12.4" 5.4" 100 16.0" 12.7" $160'&S" " 10.3" 13.8" B.4" 13.8 4.3 6.3" 11.0" 6.3" IO.T' 4.6"16.0"W1/4" ITW SAMMYS SSC W/ 2-1/4" MIN EMBED AND MIN. EDGE DISTANCE (3295 PSI MIN CONCRETE) * 35 16.0" 16.0" " 16.0" 16.0" 16.0" IL 1L Ifi.D" 16.0" 16.0" 16.0" 1L 16.0" 4fi 16.0" 16.0" " 16.0" 16.0" 16A" 16.0" 1S.0" 16.0" 16.0" 16.0" 16.0" 1L 16.0"1-1/4" 57 16.0" 16.0" 0" 16.0" 16.0" 16.0" 16.0" 11.9" 16.0" 16.0" 16.0" 16.0" 9.3" 16.0" in N m vJ ws p m e O O� C ZpD v.. S 7 51 m a 67 16.0" I6.0" 16.0" 13.6" 16.0" 36.0" 16.0" 16.0" 10.0" 16.0" 16.0" 16.0 16.0" 7.9" 13.7 78 1fi.0" 16.0" 1fi.D" I1.5" 16.0" 16.0" 1fi.0" 16.0" 8.5" 15.5" 16.01. 14.0" 16.0" 6.7" 10.7" 09 100 16.0" 16.0" 16.D" 16.0" 16.0" 16.0" 10.0" 8.8" 16.0" 16.0" 16.0" 16.0" 15.9" 13.6" 16.0" 16.0" 7.4". 6.5" 12.3" 10.2" 16.0" 16.0" 11.8" 10.1" 16.0" 36.0" 5.8" .5.2" 8.7" 7.4" 1/4-20 ALL POINTS SOLID- SET WITH 7/8" MIN EMBED AND 1-1/4" MIN. EDGE DISTANCE (3000 psi MIN CONCRETE) * 35 16.0" 16.0" 16.0" 13.6" 16.0" 16.0" 16.0" 16.0" 10.2" I6.0" 16.0" 16.0" 16.0" 8.2" 36.0" 46 I6.0" 16.0" 16.0" 10.4" 16.0 16.0 16.0" 36.0': 7.7" I6.0" 16.0" 14.0" 16.0" 6.0" 13.1" 57 16.0" 16.0" 16.0" 8.4" 16.0" 16.0" 14.3" 16.0" 6.1" 13.4" 13.8" 9.8" 13.8" 4.8" B.1"16.0' 67 36.0" 36.0" 16.0" 7.0" 16.0" 14.T' 10.8" 14.7" 5.1" 9.2" 11.T' 7.7" 11.7" 4.0" 6.0"116.Na 18 16.0" 13.6" 16.0" 5.9" 12.5" 12.6" 8.5' 12.6" 4.3" 6.8" 10.1" 6.2" 10.1" 3.4" 4.7"16.0;;O 89 14.7" 30.9" 14.7" 5.1" 9.3" SI.1'.' 7.0" 31.1" 3.8" 5.4" 8.8" 5.2" 8.8" 3.9" 100 13.1" 9.0" 13.1" 4.5" 7.4" 9.8" 6.0" 9.8" 3.3" 4.S' 7.9" 4.5" 7.6" 3.3" 1/4" POWERS TAPPER WITH 1-3/4" MIN EMBED AND 1-1/2" MIN. EDGE DISTANCE (3000 psi MIN CONCRETE) 35 16.0" 16.0" 16.0" 11.3" 16.0" 16.0" 16.0" 16.0" B.5" 16.0 33.0" 13.0" 13.0" 6.8 13.0" 46 16.0 16.0" 16.0" 8.6" 16.0" 12.4" 12.4" 12.4" 6.4" 12.4 9-9" B.L" 9.9" 4.9" 7.6" 57 13.3" 13.3 23.3" 6.9" 13.3" 10.0" 8.3" 10.0" 5.0" 7.T' 8.0" 5.7" B.0" 3.9" 4.7" 67 11.3" 10.5" 11.3" 5.8" 11.2" B.5" 6.3" 8:5' 4.2" S.3" 6.8" 4.4" 6.8" 3.3" 3.5" 78 9.7" 7.9" 9.7 4.9" 7.3" 7.3" 4.9" 7.3" 3.5" 4.0" 5.8" 3.6" 5.B" 89 8.5 6.3" 8.5" 4.2" 5.4" 6.4" 4.1" 6.4" 3.0" 3.2 5.1 3.0" 5.1" 100 7.6" S.2" 7.6" 3.7" 4.3" 5.7" 3.5" 5.7" 4.6" 4.4" s ANCHOR LOAD (Ps0 EDGE DISTANCES AS NOTED Spans Up Ta 6'-0" CONN TYPE C1 C2 C3 C4 C5 Spans Uo TD 8'-O" CONN TYPE Cl: C2 C3 C4 CS Scans UD TD 10'-0" CON" TYPE " Cl C2 C3 C4 CS W �G' zo 1/4' MILLENIUM MILLFAST WITH1-3/4- EMBED AND 2-1/2" EDGE DISTANCE (3275psi MIN CONCRETE) 35 16.0" 16.0" 16.0 16.0 16.0" 16.D" 16.0" 16.0" 16.0 16.0" 16.0 16.0" 16.0" 35.3" 16.0" 46 16.0" 16.0" 16.0" 16.0" 16.0" 16.D" 16.0" 16.0" 14.5 16.0" 36.0" 16.0" 16.0 11.2" 16.0" 57 16.0" 16.V' 16.0" 15.7'1 16.0" 16.D" 16.0" 16.D" 11.3" 16.0" 16.0•' 13.0" 16.0" 8.8" 10.8" r - - 3 �' g i0 n 6 ; R y9 R 67 16.0" 16.0" 16.0" 13.1" 16.0" 16.0" 14.3" 16.0" 9.4" 12.2" 15.6" 10.2" 15.6" 7.4" 8.0" 78 16.0" 36.0" 16.0" 11.0" 16.0" 16.0" 11.3" 16.0" 8.0" 9.1" 13.4" 8.2" 13.4" 6.3" 6.2" 89 100 16.0" 36.0" 14.4" 12.D" 16.0" 16.0" 9.5" 8.3" 12.3" 9.8" 14.7" 13.1" 9.3" 7.9" 14.7" 13.1" 6.9 6.1" 7.2" 6.0" 11.T' 10.4" 6.9" 5.9" 11.7" 10.1" 5.4" 4.8" 5.1" 4.3" 1/4' MILLENIUM MILLFAST W1TH 1-3/4' EMBED AND 1" EDGE DISTANCE,(3275psl MIN CONCRETE) 35 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 13.5' 16.0" 16.0" 16.0" 16.0" 10.8" 16.0" 46 16.0" 16.0" 16.0" 13.7" 16.0" 16.0" 16.0" 16.0" 10.3" 16.0" 16.0" 14.8" 16.0" 8.0" 13.8" 57 16.0" 16.0" I6.0" 11.1" 16.0" 16.0" 15.0" 16.0" 8.0" 14.1" 14.6" 10.3" 14.6" 6.3" 8.6" 67 16.0 16.0•' 16.0" 93' 16.0" 15.5' 11.4" 15.5' 6.7" 9.7" 12.4" 8.1" 12.4" 5.3" 6X' 78 16.0" 14.3" 16.0" 7.8" 13.2" 13.3" 9.0" 13.3" 5.7" 7.Y' 10.6" 6.5" 10.6" 4.5" 5.0" 89 15.6" 11.5" 15.6" 6.7" 9.8" 11.7" 7.4" 11.7" 4.9 5.7" 9.3" 5.5" 9.3" 4.1" 100 13.8" 9.5" 13.8" 5.9" 7.8" 10.4" 6 3'• 10.4" 4.3" 4.8" 6.3" 4.7' 8.1" #12 SMS W/ 2" EYEWALL ARMOR INSERT W/ 2" EMBED AND 2" EDGE DISTANCE (2000psl MIN CONC) 35 16.0" 16.0 16 0" 16.0" I&V 16.0" S6A". 16.0" 13.1 16.0" 16.0•• 16.0" 16.0" 11.0" I6.0" 46 16.0" 16.0" 16.0" 13.9" 16.0" 16.0" 16.0" 16.0" 10.4" 16.0" 16.0" 15.0" 16.0" 8.1" 16.0" 57 16.0" 16.0" Sfi.O" 1L 16.0" 16.0" 16.0" 16.0" -8.2" 16.0" 16.0" 13.3" 16.0" 6.4" 11.0" O]PDaGHTFPAN(LBBaN000PE 14-2031 SCALE. - 67 16.0" 16.0" 16.0" 9.4" 16.0" 16.0" 14.7" 16.0" 6.9" 1L 16A" 30.4" 16.0" 5.4" 8.2" 78 16.0" 16.0" 16.0" 8.0" 16.0" 16.0" 11.6" 1 5.8" 9.3" 13.7" 8.4" 13.T' 4.6" 6.4" 89 100 16.0" 16.0" 14.8" 12.3" 16.0" 16.0" 6.9 6.1" 12.6" 10.0" 15.0" 13.4" 9.6" 8.1" 15.0" 13.4" 5.1" 4.5" 7.4" 6.2" 12.0" 10.7 7.1" 6.1" 12.0" 10.4" 4.0" 3.6" 5.2" 4.4" PAGE DESCIIIDIION. - #12 SMS W/ 2.75- EYEWALL ARMOR INSERT W/ 2.5" EMBED AND 2° EDGE DISTANCE (2000psl MIN CONC) 35 16.0" I6.0" 16.0" 16.0" 16.0" 36.0" 16.0" 16.0" 16.0" 16.01' 16.0" 16.0" 16.D" 15.6" 16.0" 46 16.0" 16.0 16.0" 16.O" I6.0" 56.0" I6.0" 16.0" 14.8" 16.0" 16.0 16.0 16.0" 11.5" I6.0" 9 n Q 57 16.0" 16.0" 16.0" 16.0" 16.0 S6.D" 16.0" 1fi.0" 11.7" 1fi.0" 16.0" 16.0" 16.D" 9.1" 14.2" 67 16.0" 16.0" 16.0" 13.4 16.0" 1fi.0" 16.0" 16.0 9.8 Sfi.O" 16.0" 13.4" 16.0" 7.7" 10.5" 78 16.0" 16.0" 16.0 11.3" 16.0" 16.D" 14.9" 16.D" a.3" 31.9" 16.0" 1D.8" 16.0" 6.5" 8.2" 89 16.0" 1fi.0" 16.0" 9.8" 16.0" 16.0" 12.3 16.0 7.2" 9.5 15.4" 9.1" 15.4" 5.T' 6.7" 100 16.0" 35.8" 16.0 8.6 12.8 16.D 1D.5 16.0 6.3"- 5.0" 5.7" O = x � ANCHOR LOAD (� EDGE DISTANCES AS NOTED Spans Up To 6'-0" COCONN TYPE C1 C2 C3 C4 CS Spans Up To B'-0" CONN TYPE ClC1 C2 C3 C4 CS Spans Up 7D 10'-0" CONN TYPE ClCL C2 C3 C4 S9E 1/4'ITW 5.5. TAPCON WITH 1-3/4' EMBED AND 2-112" MIN. EDGE DISTANCE (3192 psi MIN CONCRETE) 35 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 1fi.0" 16.0" 16.D" 16.0" 16.0" 16.0" 16.0" 15.5" 16. 46 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" Sfi.O" 14.7" 16.0" 16.0" 0 57 16.0" 16.0" 16.0" 15.6" 16.0" 16.0" 16.0" 16.0" 11.5" Ifi.O" 16.0" 16.0" 16.0" 9.0" 1 . 67 16.0" I6.0" 16.0" 13.3" 16.0" I6.0" 16.0" 16.0" 9.6" 15.3" 16.0" 12.8" I6.0" 7.6" 30.1." 78 16.0" 16.0" 16.0" 11.2" 16.0" 16.D" 14.2" 16.0" 8.2" 11.4" 16.0" 30.3" 16.D" 6.4" 7.8' 89 100 16.0" 16.0" 16.0" 15.1" 16.0" 16.0" 9.7" B.S' 15.5" 16.0" 16.0" 11.7 " 10.0" 1 fi.0" Sfi.O" 7.1 " 6.3" 9.1" 7.5" 14.8" 13.3" 8.7" 7.5" 14.8" 12.T' 5.6" S.0" 6.4" 5.4" 1/4" ELCO ULTRACON WITH 1-3/4' EMBED AND2-I/2° MIN. EDGE DISTANCE (2700 Psi MIN CONCRETE) 35 16.0" 16.0" 36.0" 16.0" 16.0" 16.0" 16.0" 36.0" 16.0" 16.0" 16.0" 16.D" 16.0" 15.8" 16.0" 46 I6.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 14.9" 16.0" 16.0" 16.0" 16.0" 11.6" 16.0" 57 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 11.7" 16.0" 16.0" 14.2" 16.0" 9.1" 11.8" 67 36.0" 16.0" 16.0" 33.5' 1fi.0" 16.0" 15.6" 16.0" 9.7" 13.3" 16.0" 11.1" 16.0" 7.6" 8.7" 78 16.0" 16.0" 11.3" 16.0" 16.0" 12.3" 16.0" 8.2" 9.9" 14.6" 9.0" 14.6" 6.5" 6.8" 89 300 16.0" SS.T' 13.1" 9.8" 8.6" 13.4" 10.6" 16.0" 14.3" 10.2" 8.7" 16.0" 14.3" 7.1" 6.3" 7.9" 6.6" 12.8" 11.4" 7.5" 6.5" 12.6" I1.1" 5.6" 5.0" S.6" 4.7" 1/4" ELCO PANELMATE ((FEMALE, MALE, or PLUS W/ 2' M1N EMBED AND 2-1/�° MIN. EDGE DISTANCE (335D psi MIN CONC) 35 16.0" 16.0" 16.0" 16.0" 16.0" I6.0" 16.0" 16.0" 16.0" 36.0" 1fi.0" 16.0" 15.8" 16.0" 4fi 16.0" 16.0" [16 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 11.7" 16.0" S7 16.0" 16.0" 36.0" 16.0" 16.0" 16.0" 16.0" 16.0" 36.0" 16.0" 16.0" 9.2" 13.5' 67 16.0" 13.6"Sfi.O"16.0"16.0"16.0"9.8"15.2"1fi.0"12.7"16.0"7.7"SO.7816.0"S6.D"11.4"16.0"1416.0"6.3"11.3"16.D"10.3"16.0"6.fi"7.8"B916.0"16.0"9.9"156.0"11.7"16.0"7.2"9.0"14.T'8.6"14.T'S.7"6.4"10016.0"15.0"16.0 8.7" 12.2" 16.0" 9.9" 1fi.0" 6.4" 7.5" 13.1" 7.4" 12.7" 5.1" 5.4" u. z 0 u 1/4' ITW.SAMMYS SSC W/ 2-1/4' MIN EMBED AND 2-3/2' MIN. EDGE DISTANCE (3295 psi MIN CONCRETE) * 35 16.0" 16.0" 16,0" 16.0" 16.0" 16.0" 16.0" 16.0 " 1fi.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 46 16.0" 16.0" 16.0 " 1 . " 6 0 16.0" 16.0" 16.0" 56.0" 16.0" 16.0" 16.0" 16.0" 16.0" 15.0" 16.0" 57 16.0" 16.0" I6.0" 16.0" 16.0" 36.0" 15.1" 16.0" 16.0" 16.0" 11.8" 16.0" 67 16.0" 16.0"� 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 12.7" 16.0" 0" 16.0" 16.0" 10.0" 14.3" 7B 16.0" 36.0" 16.0" 14.7" 16.0" 16.0" 16.0" 10.7" 16.0" 14.6" I6.D" 8.5" I1.1" 69 100 16.0" 16.0" ifi.0" 16.0" 36.0" Sfi.O" 12.7" 11.2" 16.0" 16.0" l6.0" 16.0" 16.0" 14.1" 16.0" 16.0" 9.3" 8.2" 12.9 10.7" 16.D" 16.0" 12.3" 10.6" I6.0" 36.0" 7.4" 6.S' 9.1" 7.T' 1/4-20 ALL POINTS SOLID- SET WITH 7/8' MIN EMBED AND 2' MIN. EDGE DISTANCE (300D psi MIN CONCRETE) * m � �W®`°H'I 35 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 1fi.0" I6.0" I6.0" 16.0" 16.0" 14.7" 16.D" 46 16.0" 16.D" 16.0" 16.0" 16.D" 16.0" 16.0" 1fi.0" 33.9" 16.0" Sfi.O" 16.0" I6.0" 10.8" 16.0" 57 16.0" S6.D" 16.0" 15.0" 16.0" 16.0" 16.0" 16.D" 30.9" 16.0" 16.0" 12.8" 56.0" 8.5" 10.6" 67 16.0" 16.0" 16.0" 12.6" 36.0" 16.0" 14.1" 16.D" 9.1" 12.0" 15.3" 10.0" 15.3" 7.1" 7.9" 78 16.0" 16.0" 16.0" 10.6" 16.0" 16.0" 11.1" 16.0" 7.7" 8.9" 13.2" 8.1" 13.2" 6.0" 6.1" 89 lOD 16.0" 16.0" 14.2" 11.8" 16.0" 16.0" 9.1" B.0" 12.1" 9.6" 14.4" 12.8" 9.2" 7.8" 14.4" 12.6" 6.6" 5.9" 7.1" 5.9" I1.5' 10.3" fi.e" 5.8" 31.5" 30.0" 5.2" 4.fi" 5.0" 4.3" 1/4°POWERS TAPPER WITH 1-3/4' MIN EMBED AND 3" MIN. EDGE DISTANCE (3000 psl MIN CONCRETE) 35' 16.0" 16.0" 1fi.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" I6.0" 13.5" 16.0" 46 36.0" I6.0" 16.0" 16.0" 1fi.0" 36.0" 16.0" 16.0" 12.8" 16.0" 16.0" 16.0" 16.0" 9.9" 15.2" 57 16.0" I6.0" 56.0" 13.8" 16.0" 16.0" 16.0" 10.0" 15.5' 16.0" 11.3" 16.0" 7.8" 9.4" 67 16.0" 16.0" 16.D" 11.5" 16.D" 16.0" 12.5' 16.0" 8.3" 10.7" 13.6" 8.9" 13.6" 6.5" 7.D" 76 16.0" 15.8" 16.0" 9.7" 14.5' 14.6" 9.9" 14.6" 7.0" 7.9" 11.T' 7.2" 11.7" 5.5" S.S' 89 S00 16.0" 15.2" 12.6" 10.5" 36.0" 15.2" 12.8" 8.1" 12.6" 6.1" 5.4" 6.3" 10.2" 6.0" 10.2" 4.8" 4.5" 3/4- MIN EDGE DISTANCE ri _ UE ANCHOR LOAD (PN) Spans Up To 6'-0" CONN TYPE Cl C2 C3 C4 CS Spans Up To B'-0" CONN TYPE Cl C2 C3 C4 CS Spans Up To 10'-0" CONN TYPE Cl C2 I C3 I C4 CS 1/4' LAG SCREW OR HANGER 35 16.0" 16.0" 16.0" 12.S' 16.0" 56.0" I6.0" 15.0" 9.4" 16.0" 16.0" 16.0" 16.0" 7.5" BOLT WITH 1.5, MIN THREAD 46 16.0" 16.0" I6.0" 9.5" 16.0"F14.O" 16.0" 16.0" 7.1" 16.0" 16.0" .16.0" 16.0" S.6" 16.0" PENETRATION 57 16.0" 16.0" 16.0" 7.7" 16.0" 16.0" 16.0" S.7" 16.0" 16.0" 12.4" 16.0" 4.5" 10.3" 67 16.0" 16.0" I6.0" 6.5" 16.0" 13.7" 16.0" 4.8" 11.7" 14.9" 9.7" 14.9" 3.8" 7.6" 78 16.0" 16.0" 16.0" 5.5" 15.9" 10.8" 16. " 0 4 " .1 8 .7" 12. " 8 7. " 9 12.8" 3.2" 6.0" � o c * 89 100 16.0" 16.0" 13.8" 11.5' 16.0" 16.0" 4.8" 4.2" 11.T' 9.3" 8.9" 7.6" 14.0" 12.5' 3.5' 3.1" 6.9" 5.7" IL 100' 6.6" 5.7" 11.2" 9.7" 2.B" 2.5" 4.9" 4.1" 3 #14 WOOD SCREW OR SMS 1.S MIN. THREAD46 PENETRATION 35 16.0" 16.0" 16.0" 11.8" 16.0" 16.0" 16.0" 8.9" 16.0" 16.0" 16.0" 16.0" 7.1" 16.0"WITH 57 67 16,D" 16.D" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 9.0" 7.3"16.0" 6.1" 16.0" 16.0" 15.4 13.1" 16.0" 12.7" 9.6. 16.0" 15.4" 13.1" 6.7" 5.3" 4.5' 16.0" 11.9" 8.2" 1SZ' 12.3" 10.4' 12.5' 8.7" 6.8" 15.2" 12.3" 10.5" 5.3" 4.2" 3.5' 11.6"0 7.2" 5.4' 78 ME 12.1" 15.0" 5.2" 11.1" 11.2" 7.6" 11.Y' 3.8" 6.1" 9.0" 5.5" 9.0" 3.0" 4.2" 89 13.1" 9.7" 13.1" 4.5' 8.2" 9.8" 6.3" 9.8" 3.3" 4.8" 7.9" 4.6" 7.9" 2.6" 3.4" 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" 2.9" 1/4. ELCO PANELMATE 35 16.0" 16.0" 16.0" 9.9" 16.0" I6.0" 16.0" 16.0" 7.4" ME 16.0" 16.0" I6.0" 5.9" 16.1Y' 4fi I6.0" 16.0" 16.0" 7.5" 16 " .0 160" 6 0" 1 . 1 .0" 6 5 6" 16.0" 14.8" 12.1 " 14.8" 4.4" 1 1.3" (FEMALE, MALE, OR PLUS) W/ 57 16.0" 16.0" 16.0" 6.1" 16.0" 14.9" 12.3" 14.9" 4.4" 11.6" 11.9" 8.5" 11.9" 3.5" 7.0" 1-7/8" MIN EMBED 67 16.0" 15.7" 160" MV 16.0" 12.7" 9.3" 12.7" 3.7" 7.9" 10.2" 6.6" 10.Z' 76 14.5' 11.7" 14.5" 4.3" 50.8" 10.9" 7.4" 10.9" 3.2" 5.9" 8.7" 5.4" 8.7" 2.5" 4.1" 89 12.7 9.4 12.7 3.B" 8.0" 9.6 6.1 9.6" 2.8 4.7" 7.6" 4.5" 7.6" 2.2" 3.3" 100 11.3" 7.8" 11.3" 3.3" 6.4" 8.5" 5.2" 8.5" 2.4" 3.91, 6.81, 1,9" 6.6" ME2.- 4� y, F ANCHOR NOTES: `�� NO E0046 r 1' x H ANCHOR LOAD (Pso 3/4- MIN EDGE DISTANCE SSns Uo To 6'-0Uo To 6'-0" CONNTYPE Cl C2 I C3 I C4 I C5 Spans Up To 8'-0" CONN TYPE I Cl I C2 I C3 I C4 I CS Spans Up To 10�0 CONNTPE i�s Cl I CZ I C3 I C4 7 _ 1/4- ELCO PANELMATE (FEMALE, MALE, OR PLUS) W 1-7/8" MIN EMBED * 35 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 13.7" 16. 46 16.0" 16.0" 16.0" 16.0" 16&' 16.0" 36.0" 16.0" 13.0" 16.0" 16.0" IN" 16.0" 10.2" 16.0" S7 16.0" 16.0" 16.0" 14.1" 16.01' 16.0" 16.0" 16.0" 10.3" 16.0" 16.0 16.0" I6.0" 8.1" 16.0" 67 16.0" 16.0" 16.0" 11.8" 16.0" 16.0" I6.0" 16.0" 8.7" 16.0" 16.0" 1S.4" 16.0" 6.8" 12.1" 78 16.0" 16.0" 16.0" 10.0" I. 16.0" 16.0" 16.0" 7.4" 13.7" 16.0" 12.41 16.0" S.8" 9.4" 89 100 16.0" 16.0" 16.0" 16.0" 16.0" 16-a" 8.7" 7.7" 16.0" 14.8" 16.0" 16.0" 14.1" 12.0" 16.0" 16.0" 6.4" 5.7" 10.9" 9:1" 16.0" 15.8" 10.4" 9.0" 16A" 15.3" 5.1" 4.5" 7.7" 6.6" z E e 1/4" LAG SCREW OR HANGER BOLT WITH 1.5' MIN THREAD PENETRATION - *0" - 35 16.0" 16.0" 16.0" 15.7" 16.0" 16.0" 16.0" 16.0" 11.7" 16.0" 16.0" 16.0" 16.0" 9.4" 16.W 46 16.0" 16.0" 16.0" 11.9" 16.0" 16.0" 16.0" 16.0" 8.9" 16.0" 16.0" 16.0" 16.0" 7.0" 16.0" 57 16.0" 16.0" 16.0" 9.6" 16.0" 16.0" 16.0" 16.0" 7.1" 16.0" 16.0" 16.0" 16.0" 5.6" 15.4" W' I6 W 16.0" 8.1" 16.0" 16.0" 16.0" 16.0" 6.0" 16.0" 16.0" 14.6" 16.0" 4.7" 11.5" 0" 16.0" 16.0" 6.9" 16.0" 16.0" 16.0" 16.0" 5.1" 13.0" I6.0" 11.8" 16.0" 4.0" 6.9" 0" 16.0" I60" 16.0" 160" 6.0" 5.3" 16.0" 14.0" 16.0" 36.0" 13.4" 11.4" 16.0" 16.0" 4.4" 3.9" 10.3" 8.6" 16.0" IS.O" 9.9" 8.5" 16.0" 14.5' 3.5" 3.1" 7.3"3 6.2" S14 WOOD SCREW OR SMS.0" WITH 1.5' MIN. THREAD0" 16.D" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 12 2" 16. " 0 16.0" 16.0" E7816.0 16.0" 16.0" 12.3" 16.0" 16.0" 16.0" 16.0" 9.2" 16.0" 16.0" 16.0"PENETRATION 0" 16.0"16.0" 10.0"16.0" 16.0"16.0" 16.0" 7.3" 16.0- 16.0" 14.9".0" 16.0" 16.0" 8.4" 36.0" 16.0" 16.0" 16.0" 6.2" 14.0" 36.0" 11.7".0" 16.0" 16.0" 7.1" 16.0" 16.0" 13.0" 160" 52" 104" 154" 95.0" 16.0" 16.0" 6.2" 141" 16.0" 10.7" 16.0" 4.6" 8.3" 13.5' 7.9".0"I6.0'I S.5" 11.2" 15.0" 9.1" 15.0" 4.0" 6.9" 12.0" 6.8" Y RN0Aim 8 z Is w 1 ow v W N ` N w h wM =.r= � 6 z@a�H s E5 S� i6 Lr� 1. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. ■ Ei 2. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, ANCHOR SHALL BE LOCATED IN CENTER OF NOMINAL 2x (MIN) WOOD STUD (i.e. 3/4" EDGE DISTANCE IS Q w g88a6' ACCEPTABLE FOR ANCHORS TO WOOD FRAMING). G 3 3: ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON -CRACKED CONCRETE ONLY.. l l 4. MINIMUM EMBEDMENT AND EDGE DISTANCE SHALL BE AS NOTED IN ANCHOR SCHEDULE. B f MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, BRICK, AND OTHER WALL FINISHES. 6 5. ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES p I MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES i INDICATED IN SPAN SCHEDULE(S) SHALL APPLY. 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY. w€ FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT INTO PLYWOOD. - .11. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2' ENGAGEMENT OFTHREADS IN BASE WPR4IaRFRAN(LaBN4 ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD ("SIDEWALK BOLT) 14-2033 U.N.O. ccL1a 12. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE. PAGE 0B6C�ROa 13. DESIGNATES ANCHORS WHICH ARE REMOVABLE AND MAY BE USED FOR DIRECT MOUNT INSTALLATIONS. 14. WHEN ANCHORING TO HOLLOW BLOCK, SOS DRILLS SHOULD NOT BE USED TO DRILL INTO HOLLOW BLOCK, NOR SHOULD IMPACT DRILLS BE USED TO INSTALL CONCRETE SCREWS TO HOLLOW BLOCK