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HomeMy WebLinkAboutPRODUCT APPROVAL SHUTTERS STORM PANELS, Florida Building Code Online Page 1 of 2 Authorized Signature Frank Bennardo frank@engineeringexpress.com Technical Representative Thomas B. Johnston Address/Phone/Email 400 west McNab Rd. Ff. 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 EJ 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. C1 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL12856 R6 COI Indeo1,2,3.13df Standard Year ASTM E1886 2002 ASTM E1996 2002 ASTM E1996 2012 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Florida Licensed Professional Engineer or Architect FL12t356 RED Eguiv Eauivl.pdf http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvEm 1 f WvK4bE... 8/8/2018 • Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved FL12856 R6 Equiv EQuiv2.Ddf FL12fl5F1.__R6 Egiliv,_Ecluiv3TPdf Method 1 Option D 08/10/2017 08/11/2017 08/15/2017 10/10/2017 FL # Model, Number or Name Description 12856.1 0.050" Aluminum Storm Panel _ '0.090" Aluminum Storm Panel with Optional Clear Panels Limits of Use Installation Instructions Approved for use in HVHZ: No FL12856 R6 II Dwgl.odf . Approved for use outside HVHZ: Yes Verified By: Frank,L. Bennardo, P.E. PE0046549 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Shutter meets requirements for "Wind Zone 4" and FL12856 R6 AE Evall.Ddf Missile Level "D" as defined in ASTM E1996. See installation Created by Independent Third. Party: Yes instructions for specific Design Pressure Ratings by size, additional use limitations and installation instructions. 12856.2 "Safety Edge" Storm Panels "Safety Edge" Storm Panels, 28ga (0.018"") Steel, 0.022" Alum (Perf and Non -Pert), Clear Polycarb (Full and Half) Limits of Use Installation Instructions Approved for use in HVHZ: No FL128"5j ._R L._pwg2.gdf Approved for use outside HVHZ: Yes Verified By: Frank L. Bennardo, P.E. PE0046549 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +54/-54 Evaluation Reports Other: This product is not valid for use within the HVHZ. See FL12856 R6 AE Eval2.Ddf Evaluation Report and engineering drawing for additional Created by Independent Third Party: Yes limitations and conditions of use. 12856.3 24ga Steel Storm Panel 24ga (0.0232") Steel Storm Panel with Optional Clear Panels Limits of Use Installation Instructions Approved for use in HVHZ: No FL12856 R6 II Dwg3:iadf Approved for use outside HVHZ: Yes Verified By: Frank L. Bennardo, P.E. PE0046549 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +100/-100 Evaluation Reports Other: This product is not valid for use within the HVHZ or i_L12856.._.,ItFi_ A.E,, E_yal3.pdf Wind Zone 4. See Evaluation Report and engineering drawing Created by Independent Third Party: Yes for additional limitations and conditions of use. Back Nezt Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275 (1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may beused for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: ..................... ... ................................... ..........�..... Safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvEml f WvK4bE,... 8/8/2018 4 5TU°F DE THE HVHZ _ UNLIMITED WIDTH (PERP. TO PANELSPAN) 12" MAX. ON CENTER PANEL ATTACHMENT TO MOUNTING HARDWARE OR DIRECT MOUNT. KEYHOLE PUNCH DETAIL I �1 ALTERNATIVE HOLE DIA OF S18" IS ACCEPTABLE. ❑1 id aN g �w 3] a ) I }a C a 8 It, MY NOTE: TOP MAY BEMOUNTING SLOPED OR RE MUST TO MATCH GEOMETRY OF E NO NOTCHING OFF MOUNTING HARDWAARREBTO ACHIEEVE SHAPES IS THE RADIUS' TYPICAL ELEVATION WITH 1 ALUMINUM PANELS ONLY 1- N.T.S. EXTERIOR ELEV GENERAL NOTES1. THE SYSTEU DESCRIBED HEREIN HAS BEEN (( p ryq TESTEDNED AND �� gC� ZONES PRAL B TEVAG COT ONREt�RT F R A�DI7IONA OINFORf AI'IEOPNITIIAI, CODE (ARC FO uR SE OU SIDE THE IIIIGH VELOOCITYFHURRIHCANE 2. NO 33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. WIND LOAD DURATION FACTOR Cd=1,6 IHALL VERIFY THE ADEP UACY N LS LLSS�H LLB 50P5�20H3 OR 3004•H34 ALUMIN�M AL ABYETEOST D THICHKN SS O lH9S SISTRUCiUR .SEER PER NETEI.SPSHEALL BE ELLXTBRUDED WJTNTFIRICKNES80 1�oOE"N(3P O10 LAND SHALL BE'MANUFACfURED FROM 100% SYNTHETIC Jt RESIN (UV STABILIZED). TYPICAL TENSILE STRENGTH tOyroB.9� KSI, FLEXURAL STRENGTH Fbyd2.90 KSI, & FLEXURE SHALL BE 6063-T6 ALUMINUM ALLOY, UNLESS NOTED OTHERWISE. ALLTOLERANCES SHALL BE IN ACCORDANCE WITH ETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED VERTICALLY OR PERMANENTLY LABELED WITH LABELS SPACED NOT MORE THAN EVERY THREE LINEAL FEET PER PANEL AND SHALL FACE TA}N AT LEAST THE FOLLOWING: J14TRY INDUSTRIES )ALE FL E1866 & EL996 MISSILE LEVEL D ODUCTI APPROVAL NUMBER HERS SHALL B7EpZINC COATED STEELkGALVANIZEEgD�STEWISE NOTED & STAINLESS STEEL, OR 2024 T6 ALUMINUM ALLOY WITH A ST E USED IB ANCHORS OF 33 RTETROASCKSOVLT'HEE VER ATER EfFNAGE IS DISSIMILAR EMATERTALS TO PREVENT ELECTROLYSIS. TABLE 1 ALLOWABLE SPAN SCHEDULE (WITH ALUMINUM PANELS ONLY) PANEL SPAN ALLOWABLE DESIGN PRESSURE 144' +3a0PSF -38A PSF 13V +35.9 PSF -3PSF a1 13r ♦393 PSF -41.7PSF 126" +4ai PSF -45.7PSF 12V +47.6PSF -50A PSF 114" B j:tN ;Z-S AP.S loom +68.7 PSF -S22 PSF 10r +65.8 PSF :9.6PSF 9S" or +74.3 PSF +80.0 PSF +B5.7 PSF _+023 PSF +100.0 PSF -7a0PSF -60.OPSF or 76" 7r -BS.7PSF -023PSF -IOMOPSF 60" +109.1 PSF •109.1 PSF 60" +12O.O PSF -120.0 PSF TABLE 2 MINIMUM GLAZING SEPARATION WITH ALUMINUM PANELS ONLY (ESSENTIAL FACILITIES ONLY) PANEL SPAN INSTALLATIONS SWABOVE GRADE INSTALLATIONS aWASOVE GRADE }38" (A" 3S" 13r GA- ar 128" 6,4" 3s" 120' 8A" 3A"3' 114' 6.4" 3 loom 0.4' a1" or 3.6" 2.W 60' 84' 3b' 3.5, 26' 2.4" - 78' 3,5' 2.r 72" 3.6' 2.G 68° BC 3b' 1.r ABLE 1 NOTES: LINEARINTERPOLATION TABLE 2. NOTES: BETWEEN SHUTTER SPANS IS . SEPARATION FROM GLAZING IS REQUIRED NOT PERMITTED. FOR SPANS ONLY IN ESSENTIAL FACILITIES. BETWEEN THOSE INDICATED LINEAR INTERPOLATION BETWEEN ABOVE, THE DESIGN PRESSURES SHUTTER SPANS 1S NOT PERMITTED. FOR FOR THE NEXT HIGHER SPAN SPANS BETWEEN THOSE INDICATED ABOVE, SHALL BE USED. THE SEPARATION FROM GLASS FOR THE NEXT DESIGN PRESSURES NOTED HIGHER SPAN SHALL BE USED. IN TABLE 1 APPLY TO ALL . SEPARATION FROM GLAZING NOT MOUNTING AND ANCHORAGE REQUIRED FOR WIND ZONE 4 UNLESS CONDITIONS.AND SHALL NOT BE INDEPENDENTLY ADOPTED BY LOCAL EXCEEDED. JURISDICTION 2 1 3 N 15-2336 fix o (COVERAGE) 1--2.02•-1 1-2.02•---I (TOTAL 2.250"1 0.095' 0.094- o 0.09�4° p� `rQ ,D 01 L 0.062' 0.06x` 2.06' ( "U" HEADER r1,2` OR 3' '09015• 9 „�.. �0.180-1I�ffi%"-SCPLISTU HEX DS ''II 0.086° W/ WINGNUPS SPACED AT 12' OC O BUILD -OUT "F" TRACK 0.44' 0.05" h 0.25" mot AUDY O9 WASHER WINGNUT NUN -RECESSED FLAT SURFACE TYRE ONLY 6.00' (COVERAGE) I _2.00'-f 0.0495• 1.00'� X 41 "1.17" .D7.ti- 8.332" HAIF PANEL 1® ALUMINUM HALF STORM PANEL NOTE: HALF STORM PANEL SHALL ONLY BE USED AS AN END PANELTO CLOSE THE REMAINING OPENING THAT MAY BE LESS THAN FULL PANEL WIDTH t}--MAX. 5.238"--{ WING X TS KNURLED STUDS W/ j 0.125"t WTNGNUTS SPACED AT 12' O.C. (DIRECTION MAY BE REVERSED) ro 0.120` . Z 0.101° U'l C41-2', 3', 4" OR 2 3a BUILD -OUT "U" HEADER O4 STUD ANGLE SEE COMPONENT NOTES 0.378" 0.188" rD.315• 7- 0.465•"� 1 � ILIA\\�- 4-205Q./HEX 0.090` HEAD BOLT STUDS W/ WINGNUTS (TYP) SPACED AT 12° OC OS 11P TRACK 10.125" i-�---I-0.873" 0.563" U �0.313' T T 0.30' SO KEYHOLE WASHER 20 GA. GALV. STEEL 0-0361 GRAD; 40 OR OMW ALUM ALLOY (3004-H34) 0.465" 9 -i" �.190"'i)' r n0.313' f-u 1/4-20ING .MIXHEAD BOLT STUDS1 y SP CEDAT 2 SPACED N TS OC (LEG DIRECTION MAY BE REVERSED) ® "F" ANGLE TRACK 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 PERTHE REQUIREMENTS LISTED IN THE ANCHOR SCHEDULE. �2 sD•-1 0.100' TYP m 12"PANEL COVERAGE 15 1/4" MAX TOTAL PANEL WIDTH 16 POLYCARBONATE STORM PANEL 1/4.20X3/4 KNURLED 1/4-2OX3/4 KNURLED STUDS W/ WINGNUTS STUDS W/ WINGNUTS "SPACED AT 12" O.C. (DIRECTION MAY BE (DIRECTION SPACED AT 12' O.C. (DIRECTION MAY BE 0.091• REVERSED) REVERSED)' / g 91°, 9 � Ell N r 0.091" .,.,' FME IMUMJ Y LEG II 1.000-FMINIMUM .632" LEG STUD ANGLE 4b STUD ANGLE sFr COMPONENT NOTE SEE COMPONENT NOTES 4'-1D.12s' 6OTUBE 1© J4-20 SQ./HEX 12 1L4-20 316 SS MACHINE 13 #14x3/4 316 SS HEAD BOLT BOLT W/NUT SDS/SMS SCREW 1-0.125" �OA2S° OR (i)ANGLE �mw 14 1/4-20 SIDEWALK BOLT om 1©1 4-20 TRUSS HEAD BOLT REWIRES USE OF KEYHOLE WASHER DI DIRECT MOUNT APPLICATIONS I'm NT A ¢ W W r4 NllluiO � �j J wag @ 0 }t 0.327- B MAX. ,.' MAX r a } !A ! w z I Q Ib 1 PER CONNECTION TYPE C2 EXISTING ANCHOR PER ANCHOR HOST SCHEDULE STRUCTURE C.625° B h .• tl a 0.62$" n E ALT. LEG DIRECTION CONNECTION TYPE C2 GLASS SEPARATION ANCHOR PERANCHOR NOT REQUIRED PER SCHEDULE ASTM E1996-09 ©"P TRACK MOUNT SECTION EXISTING CONNECTION TYPE C2 HOST ANCHOR PER ANCHOR STRUCTURE SCHEDULE '•'.��0� TI CONNECON TYPE C2 0.43p / 8 012" O.C. ANCHOR PER ANCHOR EXISTING MAX, O SCHEDULE HOST l y" MAX EMBED. ,. 0 437' STRUCTURE ? �• MAX 1/i MAX EM ED. Y = .0 w r p < Z W i'• W 'V .� a 'I, � �� • a � 6 6 •.' nr �i lb F u u!3 w ' a9In ALT. LEG DIRECTION C3 GLASS SEPARATION Ib CONNECTION TYPE C3 GLASS SEPARATION ANCHOR PER ANCHOR NOT REQUIRED PER o w N ASTM E1496-0� SCHEDULE ASTM E1996-09 2§o W ©BUILD -OUT "U" MOUNT SECTION ©ALT. BUILD -OUT "U" MOUNT SECTION ` .o . " ALT. LEG DIRECTION GLASS SEPARATION GLASS SEPARATION CONNECTION TYPE C3 NOT REQUIRED PER NOT REQUIRED PER ASTM E1996.09 g ANCHOR PER ANCHOR ASTM EL996-09 SCHEDULE 9i� EXISTING m N¢p� HOST 6O• < w 7.5 v O m W D. t.10.437'MAXCONNECT ANCHOR PER ANCHOR SCHEDULE OE BUILD -OUT "F"TRACK SECTION EXISTING HOST GLASS SEPARATION / J NOT REQUIRED PER ASTM E1996-09 OTRAP "U" HEADER SECTION w a d rt EXISTING HOST Y " STRUCTURE EMB D. J CONNECTION TYPE C1 g t• ORSCHEDULE. m FASTEN @ 6" O.C. OR 12" O.C, BUT DO NOT EXCEED ANCHOR SCHEDULE ' SPACING. KEYHOLE WASHETRUSS HEAREQD BOLD IF ANCHORED WITH TRUSS HEAD BOLT. (F)DIRECT MOUNT SECTION GLASS SEPARATION NOT ASTM REQUIRED IREDE1996-09 R L idahag gul 6 LEG DIRECTION MAY BE REVERSED L t W c Milling . 1E CONNECTION TYPE C4 DGE ooN7oa m1wLeEwO=m ANCHOR PER ANCHOR '� 15-2336 SCHEDULE ` CALMI PAGE CE6CIRPRON' EXISTING HOST y� STRUCTURE Gum STUD ANGLE SECTION i ITEM #13 @ 12" O.C. MAX. 2-xS'x1/B'x CONT. 6063-T6 ALUM. aeaweeuq� IN BETWEEN TRUSSES, ALLOY ANGLE WITH (3) 1/4.0 W00 ����� COINCIDENT WITH ANCHOR LAG SCREWS WITH 2' MIN. EMBEW • ROW CENTERLINE INTO WOOD @EACH RAFTyll,%EXISTING WOOD 3" TRUSS, 24- O.C. MJUMIN. END DIST. f. W1TGLASS SEPARATION TRUSS OR RAFTER 1.51.5DIST WHEE A GLE 3E TEORE NOT REQUIRED PER @ 24' O.C. MAX THAN 6' BEYOND LASTTRUSr& EXTEND GLASS SEPARATION CONNECTION TYPE C3 ASTM E1996-09 (G-0.42 MIN). ANGLE TO NEXTTRUSS. _ *' (J* NOT REQUIRED PER ANCHOR PERANCHOR �•� N ASTME1996.09 SCHEDULE m %. -• ® ` EXISTING WOOD Ir, 546- •ti CONNECTION TYPE C4 ®\ 11 ? 6o i I MATERIAL FINISH"I'll ANCHOR Z a d ANCHOR PER ANCHOR 1,� 1 , v� W O la a 1� SCHEDULE 9 x g 1-4 )L' r1" W-4" MAX PANEL SPAN Q e O •� Ip O% MAX MAX DESIGN PRESSURES: U Y 9 Z 11 _� TO G�0.42 WOOD: +/- 63 PSF TO G=O.SS WOOD: +1- 70 PSF W N w 1 O EXISTINGHOST tu 16 STRUCTURE gO T'1'—} 1 w l HC1dt $ EXISTING ST I8 @ 6" O.G MAX GLASS SEPARATION lb HOST qLT. LEG DIRECTION NOT REQUIRED PER STRUCTURE CONNECTION TYPE CS ASTM E1996-09 i ANCHOR PERANCHOR SCHEDULE 7O"F° ANGLE TRACIe MOUNT SECTION OK REVERSE "F" ANGLE TRACK MOUNT SECTION ©CEILING MOUNT/BUILD-OUT SECTION O m o ceCA Zm a cl AIR CAP ORICKVENEER PER AISTM C62 LEG DIRECTION r GLASS SEPARATION MAY BE REVERSED GLASS SEPARATION NOT REQUIRED PER NOT EQUIR PER CONNECTION TYPE C2 ASTM E1996 1 1 16 ASTM E1996-09 ANCHOR PER ANCHOR .rSrr , SCHEDULE w 1 MAX 3 a� a 1 W • pE ED. ui � P EXISTING WOOD x MHOST @S 24D`D,MEADX ,J Q �9 � 6" MAX MAX {G=0.42 MIN) w 11 -y ' a 9b p ,y 12 13 @ 9' O.C. MAX GLASS SEPARATION I xag O i 1'x4'xO.125' 6063-T6 ALUMINUM TUBE (2) #14 WOOD SCREWS OR y" LAG SCREWS NOT REQUIRED PER la i EXISTING AIR GAP CONNECTION TYPE C2 OR 2'x6' PT WOOD BEAM. WHERE BEAM WITH 2' EMBED6ENf % MINIMUM EDGE ASTM E1996-09 N HOST J@ EXTENDS MORE THAN W OVER LAST DISTANCE AND 1.3/411�INIMUM END STRUCTURE PERAS VENEER SCHEDULE STUD,ANCHOR •�e STUD, EXTEND BEAM TO NEXT STUD DISTANCE TO G-0.42 MINIMUM WOOD CO M0ffFR"L8DtP100P8 STUDS SPACED 24' O.C. MAX. 15-2336 OM STUD ANGLE BUILD -OUT MOUNT NO "U" HEADER BUILD -OUT THROUGH VENEER OVER O DIRECT MOUNT THROUGH VENEER OVER STRUCTURAL _ SECTION INTO STUD WALL STRUCTURAL BASE SECTION BASE SECTION vsoe oescruvn°Hi ITEM #13 @ 12" O.C. MAX. 2-xS'x1/B'x CONT. 6063-T6 ALUM. aeaweeuq� IN BETWEEN TRUSSES, ALLOY ANGLE WITH (3) 1/4.0 W00 ����� COINCIDENT WITH ANCHOR LAG SCREWS WITH 2' MIN. EMBEW • ROW CENTERLINE INTO WOOD @EACH RAFTyll,%EXISTING WOOD 3" TRUSS, 24- O.C. MJUMIN. END DIST. f. W1TGLASS SEPARATION TRUSS OR RAFTER 1.51.5DIST WHEE A GLE 3E TEORE NOT REQUIRED PER @ 24' O.C. MAX THAN 6' BEYOND LASTTRUSr& EXTEND GLASS SEPARATION CONNECTION TYPE C3 ASTM E1996-09 (G-0.42 MIN). ANGLE TO NEXTTRUSS. _ *' (J* NOT REQUIRED PER ANCHOR PERANCHOR �•� N ASTME1996.09 SCHEDULE m %. -• ® ` EXISTING WOOD Ir, 546- •ti CONNECTION TYPE C4 ®\ 11 ? 6o i I MATERIAL FINISH"I'll ANCHOR Z a d ANCHOR PER ANCHOR 1,� 1 , v� W O la a 1� SCHEDULE 9 x g 1-4 )L' r1" W-4" MAX PANEL SPAN Q e O •� Ip O% MAX MAX DESIGN PRESSURES: U Y 9 Z 11 _� TO G�0.42 WOOD: +/- 63 PSF TO G=O.SS WOOD: +1- 70 PSF W N w 1 O EXISTINGHOST tu 16 STRUCTURE gO T'1'—} 1 w l HC1dt $ EXISTING ST I8 @ 6" O.G MAX GLASS SEPARATION lb HOST qLT. LEG DIRECTION NOT REQUIRED PER STRUCTURE CONNECTION TYPE CS ASTM E1996-09 i ANCHOR PERANCHOR SCHEDULE 7O"F° ANGLE TRACIe MOUNT SECTION OK REVERSE "F" ANGLE TRACK MOUNT SECTION ©CEILING MOUNT/BUILD-OUT SECTION O m o ceCA Zm a cl AIR CAP ORICKVENEER PER AISTM C62 LEG DIRECTION r GLASS SEPARATION MAY BE REVERSED GLASS SEPARATION NOT REQUIRED PER NOT EQUIR PER CONNECTION TYPE C2 ASTM E1996 1 1 16 ASTM E1996-09 ANCHOR PER ANCHOR .rSrr , SCHEDULE w 1 MAX 3 a� a 1 W • pE ED. ui � P EXISTING WOOD x MHOST @S 24D`D,MEADX ,J Q �9 � 6" MAX MAX {G=0.42 MIN) w 11 -y ' a 9b p ,y 12 13 @ 9' O.C. MAX GLASS SEPARATION I xag O i 1'x4'xO.125' 6063-T6 ALUMINUM TUBE (2) #14 WOOD SCREWS OR y" LAG SCREWS NOT REQUIRED PER la i EXISTING AIR GAP CONNECTION TYPE C2 OR 2'x6' PT WOOD BEAM. WHERE BEAM WITH 2' EMBED6ENf % MINIMUM EDGE ASTM E1996-09 N HOST J@ EXTENDS MORE THAN W OVER LAST DISTANCE AND 1.3/411�INIMUM END STRUCTURE PERAS VENEER SCHEDULE STUD,ANCHOR •�e STUD, EXTEND BEAM TO NEXT STUD DISTANCE TO G-0.42 MINIMUM WOOD CO M0ffFR"L8DtP100P8 STUDS SPACED 24' O.C. MAX. 15-2336 OM STUD ANGLE BUILD -OUT MOUNT NO "U" HEADER BUILD -OUT THROUGH VENEER OVER O DIRECT MOUNT THROUGH VENEER OVER STRUCTURAL _ SECTION INTO STUD WALL STRUCTURAL BASE SECTION BASE SECTION vsoe oescruvn°Hi AIR EXISTING HOST BRICK VENEER PER ASTM C62 I a b E 1•D. a aD W W CONNECTION TYPE C3 1/4-20X3/4 CONNECTION TYPE Cl �-6' MAX ANCHOR PER ANCHOR KNURLED ANCHOR PERANCHOR S SCHEDULE STUDS SPACED SCHEDULE 12' O.C. MAX -GLASS SEPARATION 088 Ib NOT REQUIRED PER ASTM E1996-09 © STUD ANGLE THROUGH VENEER OVER STRUCTURAL BASE SECTION EXISTING HOST ALUMINUM ANGLE CLOSURE STRUCTURE PIECE: L'x2" MIN, 1"xS' MAX, 1 . 0.0625' MIN, THICKNESS. EXISTING HOST 1 \ r 9 t4a Be tc \ l t lb a is 12 OR TRAP MOUNT CLOSURE DETAIL GLASS SEPARATION ALT. LEG DIRECTION NOT REQUIRED PER CONNECTION TYPE C3 ASTM E1996-09 ANCHOR PER ANCHOR SCHEDULE 0 0/ Q w / D. O II LE 0.437" MAX 1 l• 16 EXISTING HOST AIR GAP - CONNECTION TYPE C3 STRUCTURE ANCHOR PER ANCHOR BRICK VENEER SCHEDULE PER ASTM C62 © BUILD -OUT "F" TRACK THROUGH VENEER OVER STRUCTURAL BASE SECTION wi EXISTING 1/4' HOST MAX. v STRUCTURE T 1/4' ALUMINUM ANGLE CLOSURE ANY ANCHOR PER ANCHOR SCHEDULE, PIECE: 1'x2' MIN, 1-W MAX, SPACED 24' O.C. MAX FOR DESIGN MAX BUHD_ 0.0625' MIN. THICKNESS. PRESSURES 6 62 PSF, 12' O.C.-MAX ALUMINUM ANGLE CLOSURE DI NCE EXISTINGFOR DESIGN PRESSURES > 62 PSF PIECE: 1"xr MIN, 1'W MAX, HOST AND 6 115 PSF, 10S O.C. MAX FOR 0.062.7 MIN. THICKNESS. STRUCTURE DESIGN PRESSURES > 115 PSF. L/4' jLK MAX. 9 4e241CC 9 E24'W ills 1 1• lb 114IS 12 O BUILD -OUT MOUNT CLOSURE DETAIL O ALTERNATE CLOSURE DETAIL OS WALL MOUNT CLOSURE DETAIL 149 b O 24. OC1 �LT"1 1 1 + 9 14 a E4• H is WP0047RRUM(LBBNNIIOPE y ' 15-2336 PAGE DESCNIPTIONe 4" t 1• !b MAX. CORNER ANGLE: 0.050, 30D4-H34, 3003-H14, OR 5052-H34 ALUMINUM, OV CORNERANGLE DETAIL OR 20 GA GALV A36 STEEL •9 PUNCH )S'x1• HOLES IN ADJACENT PANELS TO RECEIVE THIS DOLT W/ PM NUT. PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN WINGNUTS FROM INSIDE 0 WALL MOUNTED 5'x2'x%'J STUDDED ANGLE ""�A V-20 x I' MACHINE SCREW STUD WITH WASHERED WINGNUT @12' O.C. (CONNECTS TO ADJACENT PANEL) V4-20X3/4 KNURLED STUDS W/ WINGNUTS SPACED AT 12' O.C. O )V S EXISTING CONNECTION TYPE CIHO ANCHOR PER ANCR 5' LONG HANDLE RIVETED TO PANEL /'0 WIDE NOTCH fH SIDES) % 0 HOLE FOR t FASTENING PANEL I I —E — - — - - --------------E�— WALL MOUNTED S'x2'xY. STUDDED ANGLE OW INTERIOR FASTENING ANGLE ASSEMBLY THESE DETAILS DEPICT THE CONNECTION OF ANY PANEL FOR AN OPENING WITH PANELS INSTALLED FROM INSIDE. USE OF THESE DETAILS SHALL BE IN CONJUNCTION WITH AN "H" HEADER OR'U' HEADER TOP MOUNT. I _ UNLIMITED WIDTH (PERP. TO PANEL SPAN) 12' MAX. ON CENTER PANEL ATTACHMENT TO MOUNTING HARDWARE OR DIRECT MOUNT. I I POLYCARBONATE PANELS �+i �` e:. m FASTENED TO ADJACENT STORM w PANELS WITH Y4'-20 SIDEWALK g, n BOLT AND WASHERED WINGUI ALLOWABLE [9 a LL a AT MIDSPAN, TYPICAL S m w a DESIGN PRESSURES E WITH ALTERNATING ALUMINUM AND 3 m POLYCARBONATE PANELS oN' +55 PSF P' -58 PSF NOTE: ANY INSTALLATION WITH ALTERNATING ALUMINUM AND POLYCARBONATE PANELS SHALL OTES C 16 TYP. NOT EXCEED THESE DESIGN PRESSURES. w l TOP MAYBE SLOPED UST BE D TO MATCH GEOMETRY OF OPENING. y 6 $ MOUNTING HARDWAREE MUST BE ROLL -FORMED TO THE RADIUS; NO '.e NOTCHING OF MOUNTING HARDWARE TO ACHIEVE SHAPES IS C o' K " ALLOWED. Zm < 2. STORM PANELS MAY BE MOUNTED VERTICALLY OR HORIZONTALLY. 3. ALUMINUM AND POLYCARBONATE PANELS SHALL ALTERNATE. �' u 4. END PANELS SHALL BE ALUMINUM PANELS ONLY. i TYPICAL ELEVATION WITH; ALTERNATING ALUMINUM AND POLYCARBONATE PANELS i Q EXTERIOR ELEV .7► INTERIOR GLASS SEPARATION NOT REQUIRED PER jASTM E1996-09 1 t had. 6a th Log! END PANELS SHALL BE POLYCARBONATE PANES gg°s EXTERIOR FASTENED TO ADJACENT STORM R a ALUMINUM PANELS ONLY POLYCARBONATE PANELS PANELS WITH W-20 SIDEWALK FASTENED TO ADJACENT STORM BOLT AND WASHERED WINGUT PANELS WITH V4'-20 SIDEWALK AT MIDSPAN, TYPICAL BOLT AND WASHERS) WINGUi ai 1114 AT MIDSPAN, TYPICAL CWnWF IPM1.@EWL1@OOPE 15-2336 TYPICAL SECTION WITH ALTERNATING ` Pal ! C@RplpltpNl 2 ALUMINUM AND POLYCARBONATE PANELS 7 N.T.S. HORTZ SECTION 9® ANUMVK SCHtOULtb: (SEE SHEET 9 FOR ANCHOR NOTES) c ANCHOR 6�61C1 C2C3 INK TYPE 1 04 1 CS I Cl CONN C2 C 1/4' MILLENIUM MILLFAST WITH 1-3/4' EMBED AND 2.1/2' EDGE DISTANCE (3275p51 MIN CONCRETE) 33 16.0' 16.0" 16.0" 16.0" 16.0- 16.0" 16.0' 16, 48 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" L60" 16.0" 16. 13.4" 16. 62 16.0" 16.0'• 160" 16.0" 16.0° 76 16.0" 16.0" 16.0" 14.0" 36.0" 15.3" 9.9' 1S 90 16.0' ILL 16.0" 11.5" 16.0" 12,9" 7.B" 12. 105 16.0" 14.8" 16.0" 9.7" 12.7" 11.0" 6A" 11, 120 16.0" 12.0" 16,0" 8.3" 9.8" 9.T' 5.4" 9.1 1/4' MILLENIUM MILLFAST WITH 1-3/4" EMBED AND 1" EDGE DISTANCE (3275ps1 MIN CONCRETE) 33 16.0" 16.0" 16.0" 16.0" 16,0" 16.0" 16,0" 16, 48 16.0' 16.0" 16.0" 15.8" 16.0' 16.0' 16.0" 16, 62 L6,0" 16.0" 16.0" 12,2" 16.0" 14.9" 10.7" 14. 76 16.0" 16.0" 1 16.0- 9.9" 16.0" 12.1" 7.9" 12. 90 16.0" 15.4" 160' 8.1" 14.6" 10.3" 6.2" 10. 105 168" SLE L5.6- 6.9" lox. 8.8" 5.1" 8.1 120 13.8" 9.S" 13.6" 5.9" 7.8" 7.7" 4.3" 7.1 z B 12 SMS W/ 2" EYEWALL ARMOR INSERT W/2-EMBED AND 2" EDGE DISTANCE (2000ps1 MIN CONC) _ 33 16,0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16. 48 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16. 62 16.0" 16.0" 160" 12.4" 16.0" 16.0" 13.8" 16. _ 76 90 16.0" 16.0. 16.0" 16_0" I6.0" 160" 10.01' 8.3' 16.0" 16.0" 15.6" 13.2" 10.1" 15. .0" 1. 303 16.0" 15.2" 56.0" 7.0" 13.1" 11.3" 6 .5" 11. 120 16.0" 12.3" 16.0" 6.1" 10,0" 9.9" 5.5" 9:: . 012 SMS W/ 2.75" EYEWALL ARMOR INSERT W/ 2.5- EMBED AND 2' EDGE DISTANCE (2000ps1 MIN CONS 33 16.0' I6.0" 16.0" 16.0' 16.0" 16.0. 16.0' 16: 16.0" 16.0" I60" 16.0" 16.0" 16.0' 160' 16, 16.0" I6.0" 16.0" 16.0" 16.0" 56.0' 16.0" L6. K76 16.0' 16.0" 16.0 14.3" 16.0" 16,0 13.0' 16: 16.0' I6.0" 160" 11.8" 16.0" 16.0' 10.3" 16.160" 16.0" 16.0" 10.0" 16.0" 1 14.5" 9.4" 1 L4. G _ ANCHOR LOAD (Psf) EDGE DISTANCES AS NOTED r " Soans Up To S'-0" CONN TYPE Cl C2 C3 C4 C5 SOanS UO To 9'-0' CONN TYPE Cl C2 tl C4 CS _SOans Up To IV-Ir ` CONN TYPE Cl C2 I C3 I C4 CS 1/4' ITW S.S. TAPCON WITH 1-3W EMBED AND 2-11V 19 MIN. EDGEDISTANCE(32 psi MIN CONCRETE) 33 16.0" 16.0" 16,0" 16.0' 16.0" 16.0^ 16.0' 16.0" 16.0" 16.0" 16.0" 16.0" 48 16.0" 16.0" 36.0" 16.0" 16.0" 16.0" 16.0" 16.0. 12.2" 16.0" 160" 16.0" 16.0" 8.9" 62 mo" mo- 160" 16A' 16.0- 160" 16.0" 15.0" 9.2" 14.L" 16.0' 11.0" 16.0" 6,8" 76 16.0" 16.0. 16.0" 14.1" 16.0" 16.0" 12A" 16.0" 7A" 9.7" 14.4" &4" 14.4" S.5" 90 105 120 16.0" 16_0" 16.0" 16.0" 16.0' 15.1" 16.0" 16.0" 16.0" 11.7" 9.9" 8.5" 16.0". 16.0" 12.3" 16.0' 330' 12.Y' 9.8" 8.0" 6.6" 16.0" 13.9" 1L4" 6.2" 5.3" 4.6" 7.4" 5.9" 4.9" 12.2' 30.4" 9.1" 6A- 5.6" 4&" 11.4" 9.1" 7.7" 4.6"1 3.9" 3.4" 4.9., 4.0" 3.4' 1/4' ELCO ULTRACON WITH 1-3/4' EMBED AND 2-1/2' MIN. EDGE DISTANCE (2700 psi MIN CONCRETE) 33 56.0" 16.0" 16.0" 16.0" 160' 16.0" 16_0" 16.0" 16.0" 16.0" 16.0" 16.0. 16.0" 13.7" 16.0" 48 16.0" 16.0" 16.0" 16.0" 16.0" 16,0" 16.0" 16.0" 12.4" 16.0" 160" 13.9" 16.0" 9.0" 11.5, 62 16.0" 16.0" 16.0" 16.0' 16.0" 16.0" 14.6° 16.0" 93" 12.3" 15.3" 9.6" 15.3" 6.8" 7.3" 76 16.0" 16.0" 16.0" 14.4" 16.0" 16.0' 10.8" 16.0' 715" 8.4" 6.4" 5.1" 4.3" 12.5" 10.6" 9.0" 7.9" 7.3" 5.9" 4,9" 12.5" 9.9" 7.9" 5.5" 4.6" S.4" 4.3' 90 105 120 16.0" 16.0" 16.0" 160" 16.0" 13.1^ 16.w. 16.0' 16.0' L1.8" LO.O" 8.6" 16.01, 13.9" 10.6" 14. L" 12.1" 10.6" 8.5" 7.0" 5.9" 14.1" 12.1" 9.9" 6.2" 5.3" 4.6" 1/4• E1C0 PANELMATE 33 16.0" 16.0" 36.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16,0" 16.0° 16.0" 16.0" 13.8" 16.0" EMB62 IL A E, HAE MICEUYVI 50 ps) MIN CONC) Sk 48 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 12,5" 16,0" 16.0" 36.0' 16.0• 9.1" 13,2- 16.0" 16.0" 16.0" 16.0" 16.011116.01, 16.0" 16.0" 9.4" 14.0" 16.0" 11.0" 16.0" 6.9" 8.4" 76 90. 105 16.0" 16.0" 16.0" 16.0" 160. 16.0" 16.0" 16.0" 16.0" 14.5" 11.9" 10.1" 16.0" I60" 15.9" 16.0" 16.0" 13.8" 12.3" 9.8" 8.0" 16.0" 16.0" 13.8• 7.6" 63" 5.4" 9.7" 7.4" 5.9" 14.3" 12.1' 10.4" R.E. 6_7"" 5.6" 14.3" 11.3" 9X' 5.6" 4.7" 4.0" 6.2" 4.9" 4.0" 120 16.0" 15.D" 16.0'_ 8,7" 12.2" 12.1" 6.7' 1L3" 4.7" 4.9" 9.1" 4.8" 7.6" z 8 1/4' ITN' SAMMYS SSC W/ 2.1/4" MIN EMBED AND 33 16.0" 16,0" 16.0" 16.0" 160" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0- 160" 16.0" 16.0" 16.0" 48 16.0" 16,0" 16.0" 76.0" 16.0" 16.0" I6.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 11.7" 16.0" 2-1/2" MIN. EDGE DISTANCE (3295 psl MIN CONCRETE) * 62 16.0" 16.0" 16.0" 16.0" 16.0" 16.0° 16.0" 160" 12.1" 16,0" 16.0. 15.6" 16.0" 8.9" 12.0" -76- 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" .9.7" 13.8" 16.0" 11.9" 16.0" 7.2" &8" 90 _ 105 120 16.0" 16.0" 16.0. 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 15.3. 12.9" lIX 16.0" 16.0" 16.0" 16,0" 16.0" 16.0" 13.9" 11.4" 9.6" 16.0" 16.0" 16.0" 8.1" 69" 60" I0.5" 8.4" 6.9" 160' 14.8" 12.9" 9.6" 8.0- 6.8" 16.0" 13.0" 10.9" 6.0" S.L" 4.5" 6.9" 5.7' 4.8" 1/4.20 ALL POINTS SOLID- SET WITH 7/8' MIN EMBED 33 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" 1L8" 160" 48 16.0" 16.0" 16.0' 16.0" 16.0" 16.0" 16.0. 16,0" ll.6" 16.0" 16,0" 12.6" 16.0" 64" 10.4^ AND 2" MIN. EDGE DISTANCE (3000 psi MIN CONCRETE) * 62 16.0' 16.0" 16.0" 16.0" 16.0" 16.0" 13.2' 16.0" 8.7" I3.0" 13.8" 8.6" 13.8" 6.3" 6.6" 76 16.0" 16.0" 16.0" 13.4" 16.0" I5.0" 9.7" 15.0" 6.9" 170 11.3" 6.6" 11.3" 5.1" 4.9" 90 105 16.0" 16.0" 16,0" 14.6" 16.0' 16.0" 11.0" 9.3" 16.0" 12.5" 12.7' 30.9" 7.7" 6.3" 12.7" 10.9" 5.8" 4.9" 5.6" 4.6" 9.5" 8.2" 5.3" 4A' 8.9" 7.2" 4.3" 3.6" 3.0. 3.1" 120 26.0" 1L.B" 16,0" 6.0" 9.6" 9.5" 5.3" 8.9" 43" 3.8" 7.1" 3.8" 6.0" 1/4'POWERS TAPPER WITH 1-3/4" MIN EMBED AND 3- EDGE DISTANCE (3000 psl MIN CONCRETE) ' 33 160' 16.0" 16.0" 36.0" 16.0" 16.0" 16.0" 16.0" 35.9" 16.0' 36.0" 16,0" 16.0' 48 62 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0. 15.3" 16.0" 160" 16,0" 16,0' 16.0" 11.7" 16.0" 16.0" 10.6" 0.0" 16.0" 9.8" 15_8" 12.3" 11,1" 7.7" 15.8"MIN. L2.3" 76 16_0" 16.0" 16.0" 12.3" 160" 13.3" 8.6" 13.3" 6.4" 6.7" 10.0" 5.8" LO.0" L3.3 90 16.0"16.0" 10.1" 16.0" 11.31' 6.8" 11.3" 5_3" SA" 8A" 4.7' 7.9" 105 16.0" 12.9" 16.0" 8.S" 1L3" 9.7" 5.6" 9.6" 4.5" 4.1" 7.2" 3.9" 6.4" 120 15.2" 10.5" 15.2" 73" 8.5" 8.4" 4.7' 7.9" 3.9" 13.V 6.3" 3.3" 5.3" 15-2336 e-1 - • - b • 1009m mimmm- [1:3fY.7r. WITH 1-1/4' MIN. EMBED DISTANCE 1° rt 1 l= I��- �J _W/ 1-1/4"IMIN EMBED AN EMBED AND r MIN. EDGE 1 nDISTANCE t: �eoeo� f' 'll 9 i iia.iia iiii.iiiiiiaio iaiiai ®lolli%iia iiiiiiiii ommummmmmm / ,/,,,./„/,: ��%////.%////�%//%ice%//// ®F�3 ioi ioi.iaiiiiaiiaiiaaoiiiia aiiioi m®iio®Tali / LOAO EDGE DISTANCES AS NOTED Spans Up To 5'-0" Spans Up To 9' LOAD (PsY) I Cl REWORHANGER 33 116.0 " MIM THREAD q 1 5 8 116.o' S MIN. THREAD PANELMATE MALE, OR PLUS) IN EMBED Spans Up To 510" CONN TYPE C2 C3 C4 I CS Spans Up To V-0" CONNTYPE CL C2 C3 C4 I CS Spans Up To IT-0" CONN TYPE Cl I C2 C3 I C4 CS 16.0" 16.0" 15.91 16.0" 1&0" 16.0" 16.0" 8.9" 16.0" 16.0" 1&0" 16.W' &6" 16.0" 16.0 " 6 " 3 .0 11.0" 16.0 " 1&0" 16.0" 16.0" 6.0" 16A" 16.0" 1 " 2.2 1 6.W' - " 4.4 10.1" 16.0" " 16.0" 8.5" 16.0" 16.0" 12.8" 16.0" 4.6" 30. 7 " 13.4" SA" 13.4" 3.4" 6.4" 6.0" 1 16.0" 6 6.9" 16.0" 14.6" 9.4" 14.6" 3.7" 7.4" 10.9" 6A" 10.9" 2.7" 4.7" 16.0" 16.0" 5.7' 16.0" 12.3" 7.S" 12.3' 3.1" 5.6" 9.2" 5.2" 8.6" 2.3•" 3.7" 14.1" 16.0" 4.9" 12.2" 10.6" 6.1" 10.5" 2.6" 4.S" 7.9" 43" 7.0" 2.0' 3.0" 11.5' 16.0" 4.2" 93" 9.2" 5.2"' 8.6" 2.3" 3.7" 6.9"' 3.7" 5�B- 2.6" 16.0" 16.0" 15.1" 16.0" 16.0" 16.0" 14.0" 16.0" 16.0" SA" 5.6" 1&W 13.8" 16.0" 12.2' 16.0" 8.6" 16.W' 12.2". 6.2" 4.1" 16.0" 7.1" 16.D" 16.0" 10.4" 16.0" 16.0" 1LW 16.0" 16.0" 16.0" 8.0" 6.5" 16.0" 16.0" 12.6" 10.Z' 9.0" 6.6" 12.6" 10.2" 4.3" 3.4" 7.S' 1 5:2" 9.4" 7.r' 5.9" 4.S" 9A" 7.7• 3.1" 2.5" 4S" 3.3" 13.0" 1S.6" 5.4" 12.3" 8.7" 8.7" 2.9" 4.0" 6.5" 3.6" 6.1' I 21" 2.6" 9.W 13.3" 4.6" 8.6" 7.4" .5.2" 4.3" 7.4" 2.4" 3.1" 5.6" 3.0" 4.9" 2.1" --.., 1L7" 3.9" 6.5" 6.5" 3.6" 6.1" 2.1" 1 2.6" 4.9" 2.6" 4.1" 16.0" 16.0" 12.6" I6,0 " 1 - &0 1&0" 16.0" 7.0" 16.0" 16.0" 16.W' 1 6.0" 5.2" 1 0" 6. 16.0" 16.0" 8.6" 13.6" 15.7" 4.7" 13.4" 11.8" 8.3" 11.6' 6. 16.0" 16.0" 6.7" I6.0 12.2" 8.7' 12.2" 3.6" 7.3" 9.1" 5.7" 9.1" 2.6" 4.4_ 16:0" 16.0" 5.4" 16.0'6.9" 9.9" 2.9" S.0" 7.5" 4.4 7.5' 2.1" 3.2" 12.6" 15.1", 4.S" 12.0" 8.4" 5.1" 6.4" 2.4" 3.8" 6.3" 3.6" 5.9" 2.5" 9.61, 13.0" 3.8" 8.3" 7.2" 4.2" 7.2" 2.1" 3.1" 5.4" 2.9" 4.7" 7.8" 11.3" NOTES : MANUFACTURERS' NS. ALL BE INSTALLED IN ACCORDANCE WITH MANUFACRERS' RS FASTEN TO NARROW FACE Of STUD FINNING, ANCHOR SHALL BE LATER OF NOMINAL 2X (MIN) WOOD STUD (i.e. 314" EDGE DISTANCE IS FORANCHORS TO WOOD FRAMING). ONCRETE ANCHORS SHALL BE INSTALLED TO NON -CRACKED CONCRETE ONLY. M EMBEDMENT AND EDGE DISTANCE SHALL BE AS NOTED IN ANCHOR SCHEDULE. BEDMENi AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, BRICK, AND OTHER HES. CHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES M ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES TED IN SPAN SCHEDULE(S) SHALL APPLY. WHERE AN STRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY. -IELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT INTO ILYWOOD. 11. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2' ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD ("SIDEWALK BOLT-) J.N.O. 12. ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE. 13. SIC DESIGNATES ANCHORS WHICH ARE REMOVABLE AND MAY BE USED FOR DIRECT 4OUNTINSTALLATIONS. 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 fe _ ANCHOR _ 3/4' MIN EDGE DISTANCE Spans Up To S'41 CONN TYPE Cl C2 C3 G C5 Spans UO To 910' CONNTYPE N C3 G CS Spans Up To 1r-O" CONN TYPE Cl C2 C3 I C4 I CS 1/4' ELCO PANELMATE MALE OR PLUS (FEMALE, W 1 •7 8' MIN EMBED / * 33 16.0" 16.0" 16.0" 16.0" 1&0" 16.0" 16A" 16.0" 1&0" 16.0" 16.0" 16.0" 16.0" 12.0' 16.0- 16.0" 4B 1 6.0" 1 6.0 16.0" 16.0" 1fi.0" 16. 0" 16.0" 16. 0" 10.9" 3 .W 6 1 " 6.0 16.0" 36.0" 8.01 2 6 1&0. 16.0" 16.0" 15.5" 16.0" 16.0" 16.0" 16.0" 8.3" 36.0" 16.0" 13: " 3 1 . '• 6 0 6.1" 10.2" 76 16.0" 16.0' 1&0" 12.6 16.0" 1&0" 14.9" 16.0" 6.7" 31.71' 16.0" 10.1" I&0'• 4.9" 7.5" 90 105 120 16.0' 16.0. 16.0" 16.0. 16.0" 16.0" 16.0" 16.0" 16.0" 10.S" 8.9" 7.7" IS.&' 16.0" 14.8" 16.0" 16.0" 14.6" 1L8" 9.7" 8.2" 16.0" 16.0" 13.7" 5.6" 4.8" 4.211 8.9" 7.1" 5.911 14.6" 12.5" I1.W' 82" 6.8" 5.8" 13.7" 1L0'• 9.2"" 4.2' 3.5" 3.r S.9'" 4.8" 4.1" 1/4- LAG SCREW OR HANGER 33 16.0" 1&0" 1&O" 16.0" 16.0" 16.0" 16.0' 16.0" 11.1" 16.0" 1641 16.0" 16.0" 8.2" 16.0" (� IS G BOLT WITH 1.5' MIN THREAD PENETRATION p� * _ 3t14 71000 SCREW_oRSMS NHTHIL'S'M� PENETRATION ' _ ,116101D 48 160" 16.0" 1&0' 13.7" 16.0" 16.0" 16.0" 16.0" 7.5" 16.0" 16.0" 16.0. 16.0" 5.5" 15.1" 62 16.0" 16.0" 16.0° 10.6" 16.0" 16.0" 16X 1&0" 16.0' 14.1" 16.0' 16.0" 5.7" 4.6" 16.0" 11.L" 16.0" 1601 12:6" 9.6",. 1&0" 16.0" 4.2" 3.4" 9.6" 7.1" 76 16.0" 16.0" 16.0" 8.611 90 105 120 33 16.0' 16.O" 16.W' 160' 16.0" 16.0" 16.0" 16.0" 16.0" 16.011 16.011 16.0" 7.2" 6.1" S.3" 16.0' 116.Oq 16.0" 14.0" 16.0' 16.0" 15.8" 13.8" 16.0" ll.2" 9.1" 7.P 16.0. 16.0" 15.8" 12.9" 16.0" 3.9 3.3" 2.Wl 11.5• � BA". 6,7" 5.6" 16.0' 13.8" 11.9" IDA" 16.0" 7_T' 6.4" 5.5_ 16.0. 12.9" 10.4" 0.7" 16.0" 2.9" 2.5" 2.2" 8.5" &6" 4.&1 3.9" 16.0' 48 Gft 16.0" 6.W 16.0" 16.0" 16.0" 16.0" 142' ll.W' 16.0" 16011&'0" 16.01' 16.0" 15.4: 16.0" 16.0- 7.6" 5.9" 16.0" 12.9" 16.0" 160' 14.r 10.1" 16.0" 16.0" 5.7" 4.4" 12.1" ZT' 6 160' 16.0" 16.0" 8.9" 16.0" 16.0" lf4" 16.0,_ 4.8" 8.9'" 13.2'" 7.7" 13.2" 3.5" S7 90 105 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 7.4" 6.3' 16.0" 14.7" 14.6" 12.7" 9.0" 7.3" 14.8'• 12.7" 4.0" 3.4" 6.8" S.4" 11.1" 9.5" 6.2" S.1' 10.4" 8.4" 3.0" 2.5" 4.5' 3 r 120 16.01. 13 .8'• 16.0" S.S" 11.2" iL1" 6.2" LOA" 3.W 4.5" 83' C jUqM s a� z m W N 9 32 w ow 1 aC� a W 11 Fp Fri �.5e O t. q,'q�Km Lu zm<�d �-3s Lu 15-2336