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Florida Building Code Online Page 1 of 2 r F BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts I Publications I Contact Us BCIS Site Map Links Search # Rota Product Approval USER:Public User .11 Product Aporoval Meru>Product or Application Search>Application List>Application Detail FL# FL12856-R7 CI Application Type Revision �y Code Version 2020 �C) 1�L1 Cg Application Status Approved ®®� ®�9 y Comments "0 WCIF�� Archived t1® / (31u Product Manufacturer Town and Country Industries, Address/Phone/Email 400 West McNab Road Ft.Lauderdale,FL 33309 (954)493-8551 tomj@tc-alum.com File, 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 .....z 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 12/31/2021 Validated By ORLANDO L. BLANCO,P.E. Validation Checklist-'Hardcopy Received Certificate of Independence FL12856_R7 COIINDEPI 2 3.pdf Referenced Standard and Year(of Standard) Standard Year 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 FL12856 R7 EGUiy EQUIV123.pdf https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvEm 1 f WvK4b... 4/13/2021 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/07/2020 Date Validated 10/28/2020 Date Pending FBC Approval 11/05/2020 Date Approved 12/15/2020 Summary of Products EL Model,Number or Name Description ,12856.1 0.050"Aluminum Storm Panel 0.050"Aluminum Storm Panel with Optional Clear Panels Limit Use Installation Instructions proved for use in HVHZ:No FL12856 R7 II DWG1.pdf 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 FL12656 R7 AE EVG1Ll.pdf 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 FL12856 R7 II DWG2.pcif 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 R7 AE EVAL2.13df 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 R7 II DWG3.pdf 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 FL12856 R7 AE EVAL3.pdf Wind Zone 4.See Evaluation Report and engineering drawing Created by Independent Third Party:Yes for additional limitations and conditions of use. Back Next 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 be used 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: Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvEm 1 f WvK4b... 4/13/2021 0.050" ALUMINUM STORM PANEL FOR USE OUTSIDE THE HVHZ UNLIMITED WIDTH rr^^ (PERP.TO PANEL SPAN) (� 12°MAX,ON CENTER PANEL TABLE 1 TABLE 22 A D/B"••/ ATTACHMENT TO MOUNTING -{----� ALLOWABLE SPAN SCHEDULE(NTH MINIMUM GLAZING SEPARATION VATH O HARDWARE OR DIRECT MOUNL I I ALUMINUM PANELSONLY) ALUMINUM PANELS ONLY(ESSENTIAL 0/L6 PANEL ALLOWABLEDESIGN FACILITIESONLY) SPAN PRESSURE ' LLATIO FLAN 144" 133.OPSF -35.0 PSF SPA; INSTALLATIONS INS 30ABOVES �l T. (9F5^� V I38" +35.8 PSF -38.1 PSF GRADE GRADE l�.l Q W •o0 KEYHOLE PUNCH DETAIL 144" B.4" 11? �!� Om w ALTERNATIVE HOLE DJA OF 728" r47.1 PST -45,7PSF {V J 3 5/8"1S ACCEPTABLE, - - : 138' 0.4" 3.8" al 120" _ i 47.5 PSF -50,4 PSF 132" 8.4" 3.7" 3 Tt 3 114" ♦627 PSF 55A PSF '-"'" '_"' VI 3 rh i ...�_______-821 PSF 126' 8.4" 3.5". o W 108° ♦68.7 PSF _ -`-- w m 102' -i 65`B PSF -69.8 PSF "114• 0.4• 3.3" 'i p q 960 t74.3 PSF -710 PSF i80.0 PSF -80MR 2.8• r86.7 PSF -85.7 PSF ow 3.6' 2.8" t 923 PSF 3 PSF .__.,_..___..._. 72' t 100.0 PSF -100.0 PSF ^------- _._._ ....._... 79" 3.6° F 1 __80_....t 109,1 PSF -108.1 PSF T2^ 3.5' 2.0• _ 80" +120.0 PSF -120.0 PSF _ g8� 3.5• Id TABLE 1 NOTES: e0' 3.6° 1.7• LINEAR INTERPOLATION Q s TABLE 2 NOTES:S BETWEEN SHUTTER SPANS]S N $SEPARATION FROM GLAZING 15 RE UIRED �+ 7M NOT PERMITTED,FOR SPANS Q O.6 n O m BETWEEN THOSE INDICATED ONLY IN ESSENTIAL FACILITIES, ABOVE,THE DESIGN PRESSURES ;-LINEAR INTERPOLATION BETWEEN Z m 1/1( I G v FOR THE NEXT HIGHER SPAN SHUNTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN THOSE INDICATED ABOVE, NOTE-TOP MAY BE SLOPED OR RE MUSEDTO MATCH GEOMETRY OF L� SHALL BE USED. m S i OPENING. NG OF M G HARDWARE MUST BE ROLL-FORMED TO THE RADIUS• 1"7 ®� THE SEPARATION FROM GLASS FOR THE NEXT --�� DESIGN PRESSURES NOTED HIGHER SPAN SHALL BE USEb. L✓ rI� NO NOTCHING OF MOUNTING HARDWARE TO ACHIEVE SHAPES IS ALLOWE[S, � IN TABLE 1 APPLY TO ALL SEPARATION FROM GLAZING NOT FF 3 p B TYPICAL ELEVATION WITH MOUNTING AND ANCHORAGE REQUIRED FOR WIND ZONE 4 UNLESS 3 m p ' HURRICANE PROTECTION CONDITIONS.AND SHALL NOT BE INDEPENDENTLY ADOPTED BY LOCAL y g 1 ALUMINUM PANELS ONLY EXCEEDED. JURISDICTION 1� O GENERAL NOTES N.T.S. EXTERIOR ELEV m 8 1. THE SYSTEM DESCRIBED H(ERC HAS BEEN DESIGgNED AND TESTED IN ACCORDANCE WITH THE FLORIDA OIRLDING CODE(FB&THE 20NEIG NSEE PRODUCT EVALUATIONRERORT FOR ADDIN IONALOINFORIMTIQNTIAL CODE(IRC)FOR USE OUTSIDE THE HIGH VELOC177 HURRICANE LL HAS BEEN US,FOR WOOD ANG-A R DESIGN STRESS HAS BEEN USED 1N THE DESIGN OFTHIS SYSTEM. WIND LOAD DURATION FACTOR Cd=1.6 MAX PANEL SPAN ') 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE ITH THIS SYSTEM SHALL BE DETERMINED PER SEPARATE PER TABLE 1 Ul 3 4u''rd 19 ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE REpyy-MENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE FLORTDA BUI1LDING CODE FIFTH EDITION 2014 SHACL BE LESS THAN ORE UAL TO THE POSITIVE OR NEGATIVE DESIGN y� tl eQ PRESSURE CAPACITY VALUES LISTUE HEREIN FOR ANY ASSEMBLY(AS Sd� WN. Q - .'t7 rn A 8�i 6 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY 1,5 SAFETY FACTOR. �('' ;y ..a H 89 5. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQ0UIRED FOR ALL WIND ZONES IN ACCORDANCE WITH ASTM I �l � p •€ E1996.09.IT TS ACCEPTABLE BY CODE UNLESS OPTIONAL CRITERtA IS INDEPENDENTLY ADOPTED BY THE AUTHORIYY HAVING JURISDICTION, I C i49 6. THE SYSTEM DETAILED HEREIN Ig GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. F00.SITE CONDITIONS g 2 DIFFERENT FROM THE CONDITIONS DETAILED HEREIN A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC p L ti fTl o S! 1)& DOCUMENTS FOR USE IN CONJUNCTION WITH IRIS D(SGUMENT. < 0 � w 7. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL ONLY BE USED IN CON7UNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER c7 61915-23_Q,P THE FLORIDA ADMINISTRATIVE CODE ;4 B. PE !T HOLDC•R SHALL VERIFY THE ADETAC OF THE EXISTING STRUCTURE TO WiTHSTANI SUPERIMPoSED LOADS.BRICK VENEER PER p ASTM C62 LBY 0T11ER51 SHALL BE ANCHORED PROPERLY TO TRANSFER ANY APPLICABLE LOADS TO THE EXISTING HOST STRUCTURE. =1V fD tl 9. ALUMINUM STORM PANELS SHALL BE 5052-H32 OR 3004-H34 ALUMINUM ALLOY TESTED THICKNESS 0.0495 p rt d '':ALL POLYCARBONATE PANELS SHALL BE MANUFACTURED BY TRANSPARENT PROSELTION SYSTEMS Inc, 11.ALL POLYCARB PANELS SHALL BE EXTRUDED WITH THICKNESS t=O.300"It0.010^1 AND SHALL BE'MANUFACTURED FROM 100q SYNTHETIC O Y � y TTI1RMOSILASTICC POLYMER RESIN(UV STABILIZED).TYPICAL TENSILE STRENGTH Fy=8.9 8 KSI,FLEXURAL STRENGTH Fby=12.90 KSI,BL FLEXURAL e MODULUS IS 328.7 KSI 12.ALL EXTRUSIONS SHALL BE 6063-T6 ALUMINUM ALLOY,UNLESS NOTED OTHERWISE. ALL TOLERANCES SHALL BE IN ACCORDANCE WITH WPIAI2RFAAV(L8SpR9ODp.E ADM 2010. 15-2336 13.TOP&BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED VERTICALLY OR HORIZONTALLY AS APPLICABLE. WALE, 14.PANELS SHALL BE PERMANENTLY LABELED WITH LABELS SPACED NOT MORE THAN EVERY THREE LINEAL FEET PER PANEL AND SHALL FACE pAGc oBBCRIpRONi s THE EX TER]OWN&COUNTRY INDUSTTMRIE9�WiNG: FT.LAUDERDALE FL ASTM E330 E1-6 &E1996 MISSILE LEVEL D FL.. Pk.-04 APPROVAL NUMBER ryT315.ALL BOLTS B WASHERS SHALL BE ZINC COATED STEEL GALVANIZED HSTEEL,STAINLESS STEEL,OR 2024-T6 ALUMINUM ALLOY WITH A • - ��(l� MI16°cONETRACEOR[SRESPONS[LET07 NSSIMTEEOFiPROTECWI'1SLLMEMBERSE' MpISSIMILAAMATERNAISTOPREVENTELECTROLYS[S. 2 OPTIONAL HORIZONTAL MOUNT e 17,SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE TS POSSIBLE. 1 N.T.S. EXTERIOR ELEV • 1 F NNARDO,1,1. 0r12.0 (COVER1A,G E) 2.02 6.0r0"(COVERAGfE) "-{ 0" l t-2.02-1 TYP 0.0495° 0.0495" 1.0 1 D" Do" 1.00 ' t Ohm -1. py `C Y ...Q•: T N T 6.00" 6.00' ' II II 12"PANEL COVERAGE I __� t�1.17" 41.07"r '.' i'9O'• �.� -�1.07" 8.332"HALF PANEL-� i �• �z 14.375^(TOTAL WIDTH) --+ is WIDTH15 1/4�MAX TOTAL PANEL ALUMINUM HALF STORM PANEL POLYCA BR ONATE STORM PANEL ib � ` Oi ALUMINUM STORM PANEL NOTE:HALF STORM PANEL SHALL ONLY BE USED AS AN J END PANEL TO CLOSE THE REMAINING OPENING THAT 1 UQ LL P+G u MAY BE LESS THAN FULL PANEL WIDTH UI Q W L7 2 L to z ..��-0.062" �--MAX.5.238" 1/4-20X3/4 KNURLED STUDS W/ LI) X3/4 KNURLED 1/4-20X3/4 KNURLED 9 3 T WINGNUTS SPACED AT 12"O.C. W/WINGNUTS STUDS W/WINGNUTS ul 0 2.250".-{ a, 0.125"- (DIRECTION MAY BE REVERSED) AT 12"O.C. SPACED AT 12"O.C. 3 u U I 2.250"-} rn 0.120" I I n -t-- TLONMAYBE (DIRECTION MAY 8E•+0 095' 0.094° 0.095". 0.094' 0.094" Z 0.091- SED) 0.091"-1)- REVERSED)T_ -r i II 0.094' 0.094"t.. 0.17_`__L, N F z z a � N 0 u � D.125"000-�-- I r+ 0.091" N D.D91�1'"kiv/`:' 2",3",4"OR 5"--t ,.j., 'a0.062" 0.062' MINIMUM T II .'MINIMUM 0.375° 000" 1.000" �T.632"LEG 0.062"- --206" 0.062" 2.06' I LEG O"H"HEADER O3 "U"HEADER 3a BUILD-OUT"U"HEADER ®STUD ANGLE 4a STUD ANGLE 4b STUD ANGLE SEE COMPONENT NOTES F-a SEE COMPONENT NOTES SEE COMPONENT NOTES F,l�yy N ¢S' 1",2" 0.465" Ili C)•6"O M 0,37B" 9 O'er oc rl OR 3' -T 0_190"-4(- 0.313" -iF-0.125' DD 0.188" 0.315' 9 .090'� 0.315" S -r-- j 0.090" ^ FF 5 -r- TYP. in I �. ti TYP. 1/4-20 SQ/NIX 4° 0.465r 0.465" �10 V HEAD BOLT STUDS5" N 0.125" 4 (- .000°-y W/WINGNUTS '1 O.iBB" / Q/HEX I SQ,/HEX SPACED AT 12'OC -I- HEAD BOLT SUDS MAD BOLT STUDS -�--0.086" W/SMUT 0.0904 W/WINGNUTS (LEG DIRECTION SPACED AT 12'OC (TYP) SPACED AT 12.OC MAY BE REVERSED) �--1",2",3-,4"OR 5" `$ O7 BUILD-OUT"F"TRACK ®"F"TRACK 8®"F"ANGLE TRACK ©TUBE 5�pNGLE 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. A jI INSTALL ALL ANCHORS PER THE REQUIREMENTS LISTED IN THE 3 ANCHOR SCHEDULE, 4E 0 ° 5 0.069" .125 599 a T- 1,0.44 1-_- 0.873" D 0 o.s63" gl � m U�r0.313" "} 0.AC f 0.25° -T'-- `�"1'.'J.�• 7AMAC0 0.30"-{}• 1P O is 1 4-20 - O9 WASHER WINGNUT 10 KEYHOLE WASHER 11 1/4-20 SO./HEX 12 1/4-20 316 SS MACHINE 13 #L4x3/4 316 SS -� 1©1/4-20 NON-RECESSED RAT 20 GA.GALV,STEEL(t=.030'> HEAD BOLT BOLT W/NUT SIDEWALK BOLT E SURFACE ME ONLY GRADE 40 OR 0.050,ALUM SDS/SMS SCREW TRUSS HEAD BOLT O]PIPIGHTFRAWLBEINAMP.E ALLOY(3004-H34) REQUIRES USE OF KEYHOLE WASHER N DIRECT MOUNT APP CAPONSS 15-2336 6CAM, PACE DPSCRIPTION, 90 Ii1fRA1Wd69M NHARDO,P.E. CONNECTION TYPE C2 EXISTING CONNECTION TYPE ANCHOR PER ANCHOR 2 ANCHOR PER ANCHOR HOST SCHEDULE r 12 '''�,`��` ' 1'• I. EXISTING n SCHEDULE STRUCTURE CONNECTION TYPE CR fir' 0 437' @12°O.C. HOST !{ 0.327' O ANCHOR PER ANCHOR O l3 .., STRUCTURE Mom•j SCHEDULE EXISTINGHOST MAX ll / Ya"MAX ; MBE MAX MBE 0.437" STRUCTURE r� 7 to p •. ,` MAX Ya"MAX EMBED.i �Q( *• ED �• Y 7� '•• VATS N N' B 16 t x Z Ni W:1• to so Lu x ALT.LEG DIRECTION W TTT+++4SSS GLASS SEPARATION GLASS SEPARATION lb CONNECTION TYPE C3 ANCHOR PER ANCHOR GLASS SEPARATION rn NOT SQUIRED PER NOT REQUIRED PER SCHEDULE NOT REQUIRED PER O w O1. ASTM E1996.09 ASTM E1996.09 ASTM E1996.09 o (A)"H"MOUNT SECTION ©BUILD•OUT"U"MOUNT SECTION ©ALT.BUILD-OUT"U"MOUNT SECTION GLASS SEPARATION m NOT REQUIRED PER ALT.LEG DIRECTION GLASS SEPARATION GLASS SEPARATION n ASTM E1996-09 CONNECTION TYPE C3 NOT REQUIRED PER NOT REQUIRED PER ASTM E1996-09 ANCHOR PERANCHOR ASTM E1996-09 SCHEDULE W 5$ EXISTING >.L•�,X. ... �.u,' ..1 Z •,w•...-:..a.i..,i,•ry vai 1�-• 7 N �lb w 1/4-20X3/4 STRUCTU E / 24 0.437° qd RLEDMAX 9O:J 'Y o. ?�°y�9! DS SPACED w� _+' fO.C.MAX O 0 EXISTING ' E EMBED• HOST E �•g II STRUCTURI P m 6i EMBED. ' g 4b MAX CONNECTION TYPE CS b EXISTING b AN OR PER ANC OR SCHEDULE.CONNECTION TYPECS HOST CONNECTION TYPE C3 FASTEN @ 6"O.C.OR 12"O.C.,BUT 00RED ANCHOR PER ANCHOR STRUCTURE TYPE Cl ANCHOR PER ANCHOR NOT EXCEED ANCHOR SCHEDULE O of SCHEDULE SCHEDUANCHOLE R ANCHOR SCHEDULE IF ANCHORED WITH TRUSS HEASPACING.KEYHOLE WASHER D BOLT. L D@STUD ANGLE WALL MOUNT SECTION ( BUILD-OUT"F"TRACK SECTION (F DIRECT MOUNT SECTION � e CONNECTION TYPE C2 MD -1 g EXISTING ANCHOR PER ANCHOR EXISTING S CONNECTION TYPE C4 GLASS SEPARATION HOST SCHEDULE HOSTANCHOR PER ANCHOR NOT REQUIRED PER to u'I s■g STRUCTURE 0.6 5° STRUCTURESCHEDULE ASTM E1996-09. O O l MAX Z LEG DIRECTION MAY y .i 7.,LA zBE REVERSEDa 'A< EDGE 0DFV%WrtFP LILlEWNOOPPCONNECTION TYPE C4ANCHORPERANCHOR DST15-2336 GLASS SEPARATIONSCHEDULE ALT.LEG DIRECTION NOT REQUIRED PER ASTM E1996.09 CONNECTIONTYPE C2 SEPARATIONANCHOR PER ANCHOR EQUIRED PER EXISTING e'�® SCHEDULE ASTM E1996-09 HOST STRUCTURE ©"F"TRACK MOUNT SECTION OH TRAP"U"HEADER SECTION OI TRAP STUD ANGLE SECTION FM BENNARDD,P.E SE, 2'xS'xl/B"x CONT.6063-T6 ALUM. INTWEENTRUS ALLOY ANGLWITH (3140WOO COINCIDENT LAG W M1 ROW CENTERLINE INTO WOOD @ EACH RAFTER 0 EXISTING WOOD 3" TRUSS,24"O.C.MAX.WITH 1 4V� •• �•tj�,-.-. GLASS SEPARATION TRUSS OR RAFTER 3.5" 1.5" MIN.DIST.END DIST.AND 3/4"MD MORE GLASS SEPARATION CONNECTION TYPE C3 NOT REQUIRED PER @ 24"O.C.MAX THAN WHERE ANlr GLE T TEND L EXTEND Q THAN 6'BEYOND LAST TRUS=,EXTEND _ NOT REQUIRED PER ANCHOR PER ANCHOR ASTM E1996-09 (G=0.42 MIN). ANGLE TO NEXY TRUSS. z*. �* ; -- ASTM E1996-09 SCHEDULE ATE 8- Ig Elrn EXISTING WOOD y� s CONNECTION TYPE C4 ® 11 ¢ w z 4° � OR STUCCO FINISH /h�• ANCHOR PER ANCHOR 1 MATERIAL SCHEDULE O9 w o •( �, 10 1"4 yi" ''1" 0'-4"MAX PANEL SPAN `. O 1b f 5 MAX MAX DESIGN PRESSURES: U Q W Z u tti i-Y.r-y•-:.,,tt �' 11 O TO G=0.42 WOOD:+/-63 PSF at+m gg Z. 5 w 1 EXISTING TO G=0.55 WOOD:+(-70 PSF W N O yI f 1° HOST E BED. •'F ' N G''ii 3 '. Ih STRUCTURE EDGE t Sn ti O€ 2 EXISTINGDJSi 11• I' IE®6"O.C.MAX Ib HOST GLASS SEPARATION STRUCTURE G '" ALT.LEG DIRECTION NOT REQUIRED PER 3 CONNECTION TYPE CS ASTM E1996-09 ANCHORPERANCHOR SCHEDULE N )"F"ANGLE TRACK MOUNT SECTION OK REVERSE"F"ANGLE TRACK MOUNT SECTION ©CEILING MOUNT/BUILD-OUT SECTION M g if K 7E 0 -Em Q 2 w ti ; a Fs AIR GAP BRICK VENEER yip Ii i PER AtSTM C62 LEG DIRECT a3 GLASS SEPARATION GLASS SEPARATION MAY BE REVERSED NOT REQUIRED PER CONNECTION TYPE C2 NOT REQUIRED PER ASTM E1996-09 ANCHOR PER ANCHOR ASTM E1996-09 1 1 Ih SCHEDULE w •• z 0.437" �---•6"MAX•--j u a N MAX ��-^ ti� EXISTING WOOD3n yi Q a 4 STUDS SPACED tium w a 024"O.C.MAX ri Q9 EXISTING �6"MAX MAX o , (0=0.42 MIN) HOST w w FM ED. O n y II •4 .y 4n 1b LL STRUCTURE T1B 13 @ 9"O.C.MAX 1 °• OB �! GLASS SEPARATION xg c e 1'x4"x0.125"6063-T6 ALUMINUM TUBE (2)N14 WOOD SCREWS OR 14"LAG SCREWS NOT REQUIRED PER 1° •� EXISTING AIR GAP ��ffi"" OR 2'x6"PT WOOD BEAM.WHERE BEAM WITH 2"EMBEDMENT�"MINIMUM EDGE ASTM E1996-09 1b HOST CONNECTION TYPE C2 `� @q EXTENDS MORE THAN 6"OVER LAST DISTANCE AND 1-3/41'MINIMUM END ST0.UCfOST BRICK VENEER ANCHOR PER ANCHOR R 1 STUD,EXTEND BEAM TO NEXT STUD DISTANCE TO G=0.42 MINIMUM WOOD PER ASTM C62 SCHEDULE Q'IPIWG MMXLWMW PE STUDS SPACED 24"O.C.MAX. OM STUD ANGLE BUILD-OUT MOUNT NO"U"HEADER BUILD-OUT THROUGH VENEER OVER OO DIRECT MOUNT THROUGH VENEER OVER STRUCTURAL 15-2336 t:D��et PAae SECTION INTO STUD WALL STRUCTURAL BASE SECTION BASE SECTION oeeCxxwrsoR: FRANK L.BENNMDO,P.E. GLASS SEPARATION ALT.LEG DIRECTION 1• / 9 NOT REQUIRED PER—,,,", CONNECTION TYPE C3 ••'� AIR GAP BRICK VENEER A5TM E1996.09ANCHOR PER ANCHOR �',•> EXISTING PER ASTM C62 SCHEDULE HOST —6'MAX—� _ STRUCTURE Ia Ib 3*. 'n E .p, yA '�O: —r 7 w° p a i° ' ;i CONNECTION TYPE CI KNURLED 0.437' --+ a QQ W° CONNECTION TYPE C7 �--6°MAX ANCHOR PER ANCHOR '�Wm Z 9 hNCHOR.PERANCHOR £ SCHEDULE STUDS SPACED MAX t in Ib W °i9 y SCHEDULE 12"O.C.MAX ` ?� 3 1i EXISTING HOST AIR GAP CONNECTION TYPE C3 -' GLASS SEPARATION 1 in 1b / 'D y NOT REQUIRED PER STRUCTURE BRICK VENEER SCHEDULE ANCHOR 0 ASTM E1996.09 PER ASTM C62 PO STUD ANGLE THROUGH VENEER OVER STRUCTURAL © BUILD-OUT"F"TRACK THROUGH VENEER OVER f BASE SECTION STRUCTURAL BASE SECTION m EXISTINGWyy fig{ HOST ALUMINUM ANGLE CLOSURE Ha $ STRUCTURE PIECE:1"x2"MIN,1"x5"MAX, ¢° 0.0625'MIN.THICKNESS. 0 nm+ pv fjcm a Q EXISTING _[MAX. MAX. 3 c g r '� } r EXISTING EXISTING HOST HOST / 1 1 1b 1 to Lh HOST v 1/4^ ' STRUCTURE STRUCTURE STRUCTURE S71 �i yy�� I+�1 aoS .9^ MAX. I9 14 a 24' E L 1 t Ib ills 12 ®TRAP MOUNT CLOSURE DETAIL x O WALL MOUNT CLOSURE DETAIL m EDGE S. DIST. a S e i o 9996 w°+ EXISTING ��o�� HOST MA X.L STRUCTURE � •:S.:,. ANY ANCHOR PER ANCHORSCHEDULE, e� •^�� 1/4" ALUMINUM ANGLE CLOSURE tl€g6 �. MAX B IILO- PIECE:1"x2"MIN,1"x5'MAX, SPACED 24"O.C.MAX FOR DESIGN 0.0625°MIN.THICKNESS. PRESSURES 5 62 PSF,12°O.C.MAX i , D15T NCE FOR DESIGN PRESSURES>62 PSF 12 y ALUMINUM ANGLE CLOSURE HOST NG AND 5 115 PSF,10"O.C.MAX FOR 11 19 �G`.E PIECE:1"x2"MIN,1"x5°MAX, STRUCTURE DESIGN PRESSURES>115 PSF. 14 9 ti PMP( y m ��e 0.0625'MIN.THICKNESS. 1 Ia lb a 24'OCR,% vPp,`I Se 0WBIx1.NFR*XLBlJWV 0PE MAX. ale e 24'0C ecu15-2336 Il IS PA94 09=WPFSON' 9 14 a I 4"24.0L 9 14!24'OC IS 19 ` 1 In Ib MAX. CORNERANGLE: 1 16 1b 11 t9 12 5 52-H34 ALUMINUM•3-H34,OR N a O OR 20 GA GALV A36 STEEL BUILD-OUT MOUNT CLOSURE DETAIL O ALTERNATE CLOSURE DETAIL OV CORNER ANGLE DETAIL ° f EN1.R-.,P.E. •�V 10.4 5"LONG HANDLE RIVETED TO PANEL y PUNCH Y,"X1"HOLES IN U Z o ADJACENT PANELS TO w m w RECEIVE THIS BOLT W/PM .Ni W NUT.PLACE PANEL OVER EACH ��++ ADJACENT PANEL AND FASTEN W[NGNUTS FROM INSIDE o w HOg a e i / N w °I p 2Y2'xly"WIDE NOTCH �.6 t O m / (TYP.BOTH SIDES) WALL MOUNTED 5"X2°zy° . STUDDED ANGLE Y,"-20 x I°MACHINE SCREW STUD o og § WITH WASHEED WINGNUT @12"O.C. a g (CONNECTS TO ADJACENT PANEL) • 1-2, � of 1/4-2OX3/4 KNURLED STUDS W/ 1"l 1" 3/4' WINGNUTS SPACED AT 12"O.C. O ------------------- Wo HOLE FOR I _ FASTENING PANEL e+ 5 �fp@ n a ii i• ..........V.7:. EMBED. �,HOST o EXISTING STRUCTURE `j WALL MOUNTED S'z2°xys" M1 a STUDDED ANGLE MAX �gu p7 I A Y° ip`gs &&t y CONNECTION TYPE Cl 0a OO ANCHOR PER ANCHOR RTEmRRwKLBOC14mDPE SCHEDULE ® INTERIOR FASTENING ANGLE ASSEMBLY 15-2336 E THESE DETAILS DEPICT THE CONNECTION OF 5"LE. s ANY PANEL FOR AN OPENING WITH PANELS vwve oescacvrroRr INSTALLED FROM INSIDE.USE OF THESE - DETAILS SHALL BE IN CONJUNCTION WITH AN "H"HEADER OR"U"HEADER TOP MOUNT. C0 RdNI( NARD°,P.E. UNLIMITED WIDTH (PERP.TO PANEL SPAN) TYP 12"MAX.ON CENTER PANEL 2<( ATTACHMENT TO MOUNTING '' HARDWARE OR DIRECT MOUPIT.� z y�F zz �b POLYCARBONATE PANELS FASTENED TO ADJACENT STORM >U-0 w PANELS WITH Y4"-20 SIDEWALK ALLOWABLE Z 5 m 7- BOLT AND WASHERED WINGUT N O & p�p d AT MIDSPAN,TYPICAL. DESIGN PRESSURES W "W 3"m 8 WITH ALTERNATING ALUMINUM AND N 4 3 POLYCARBONATE PANELS ' +55 PSF ` g TYR -58 PSF NOTE:ANY INSTALLATION WITH ALTERNATING ALUMINUM AND POLYCARBONATE PANELS SHALL NOT EXCEED THESE DESIGN PRESSURES. w $ NOTES: D I6 TYP F�7G 1. TOP MAY BE SLOPED OR RADIUSED TO MATCH GEOMETRY OF OPENING. vi D• o MOUNTING HARDWARE MUST BE ROLL-FORMED TO THE RADIUS;NO M.S O m NOTCHING OF MOUNTING HARDWARE TO ACHIEVE SHAPES IS ©Z g l a ALLOWED. M 2. STORM PANELS MAY BE MOUNTED VERTICALLY OR HORIZONTALLY. 7s f uj a 3. ALUMINUM AND POLYCARBONATE PANELS SHALL ALTERNATE, 4. END PANELS SHALL BE ALUMINUM PANELS ONLY. TYPICAL ELEVATION WITH,ALTERNATING a $5 1 ALUMINUM AND POLYCARBONATE PANELS N.T.S. EXTERIOR ELEV • INTERIOR g GLASS SEPARATION C NOT REQUIRED PER ASTM E1996-09 �, .. . 1 Su lb �5G9 END PANELS SHALL BE POLYCARBONATE PANELS EXTERIOR POLYCARBONATE PANELS FASTENED TO ADJACENT STORM ALUMINUM PANELS ONLY FASTENED TO ADJACENT STORM PANELS WITH Y4"-20 SIDEWALK PANELS lit � E BOLT AND WASHERED WINGUT BOLT ANDITH WASH RED WI GAUT �I Ia AT MIDSPAN,TYPICAL, 0oPY=ffFF gfL8eW=PE AT MIDSPAN,TYPICAL, 15-2336 a sc"., TYPICAL SECTION WITH ALTERNATING z ALUMINUM AND POLYCARBONATE PANELS 7 N.T.S. HORIZ SECTION 9® AF1N `S�ENNARDO,P.E ANCHOR SCHEDULES. (SEE SHEET 9 FOR ANCHOR NOTES) EDGE DISTANCES AS NOTED EDGE DISTANCES AS NOTED G LOAD Spans Up To 5'•0" Soars Up To 9'-0' Soars Up To 12'-0" G Spans Up TO 5'•0" Soars Up To 9'-0" Spans Up To 12'-0" rg ANCHOR coNN TYPE CONN TYPE CONN TYPE LOAD CONN TYPE CONN TYPE CONN TYPE / •' Z x (psl) CI C2 C3 C4 C5 Cl C2 C3 C4 CS Cl C2 C3 C4 CS 0 y ANCHOR (vim Cl C2 C3 C4 CS Cl C2 C3 C4 CS C1 C7. C3 C4 CS - 1/4'ITW S.S.TAPCON WITH 33 16.0"16.0"16.0"13,4'•16,0"16.0"16.0"16.0" 7.5" 16.0"16.0"16.0"16.01, 5.6" 16.0" 1/4'ITW S.S.TAPCON WITH 33 16.0 16.0 16.0 16.0^1fi.0"16.0"16.0"16.0"36.0"16.0"16.0"16.0"16.0"13.5'Y 7)I 1.3/4'EMBED AND 1'M[N. 48 16.0"16.0"16.0" 9.2" 16.0"16.0"16.0"16.0" 5.1" 16.0"16.0"13.7"16.0" 3.7" 11.3" 1-3/4"EMBED AND 2-1/2" 48 16.0 16.0"16.D"116.01 16.0"16.0"16.0"16.0" .0" I6.0" 8.9";3. 7� •N„'^: EDGE DISTANCE(3192 pM 62 16.0"16.0"16.0" 7.1" 1C ILL 34.4"1fi.0" 3.9" 12.0"15,0" 9,4" 15.0" 0"7.2" MIN.EDGE DISTANCE(3192 62 I6.0"16.0"16.0"16.0"I6.01 16. 16.0'•16.0" B.M..1"36.0"l 11.0"16,0" 6.8" �s• �. (V MIN CONCRETE) -76 16.E 16.0"16,0" 50 16,0"16,0"10.6"16.0" 3.1" 8.3" 12.3" 7.2" 12.3" 5.3" Psi MIN CONCRETE) 76_1.1.0"16.0"16.0"14.1"16.0"16.0"12.4"16.0" 7.4" 9.7 14,4 8,4" 14.4" 90 I6_0"16.0"16.0" 4.9" 16.0"13.8" 8.4" 13.8" 6,3" 10,4" 5.8" 9.7" 4.2" 90 16.01,16_0F16�O 11.7"16,0"16.0" 9.8" 16.0" 6.2" 7.4" 12.2" 6.6" 11.4" 4.6" 4� FS ' `qv 305 1fi.0"15.9"16.0" 4.1" 13.6"11.8" 6.8" 11.8" 5.0" 8,9" 4.tl" 7.8 3.4" 105 16.0_'16.0" 9.9" 16.0"13,9" 8.0" 13y9" 5.3'• 5.9" 10.4" 5.6" 9.1" 3.9" 4.0 • •a`$ 120 16.0"12.8"16,0" 3,6" IOA"10.4" 5.8" 9,7" /4.2_' 7,8" 4.1" 6,5 120 16.0"15.1" 8.5" 12.3"12.2"A.P. 11:4" 4.6" 4.9" 9.1" 4.8 7.7 3.4 3.4 1I JU 4 1/4"ELCO ULTTIACON WITH 33 Re 16.0"I6A"1r 16,0"16.0"16.0"16,0"12.2 16.0 1fi.0"16.0"16.0 9.1 16.0" g 1/4"ELCO UL7RACON WITH 33 16.0"16.0" 16.0"56.0"16,0"16.0"16.0"16.0-16.0 16.0"16.0"16.0"13,7"I6.0' rn Q Q Z^� @ 1-3/4'EMBED AND 1-MIN. 48 16.0"16.0"16.0"15,1"16.0"16.0"16.0"16,0" 8.2" 16,0"16.0"13.5"16.0" 6.0 11.1" 1-3/4'EMBED AND 2-1/2- 48 I6,0"16.0" 16A•'I6.0"16.0"16.0"16.0"12.4"16.0"15.0"13_9"16_0 9.0 11.5' E9[aye M 11m1 W o EDGE DISTANCE(2700 psl 62 16,0"I6.0"16.0"11.7"16.0"16.0"14.2"16.0" 6.2" 11.9"14.8" 9.3" 14.8" 4.6" 7.1" MIN.EDGE DISTANCE(2700 62 16.0"16.0" 16.0"16.0"16,0"14.6"16.0" 9.3" 12.3"15.3" 9.6" 15.3" 6.8 7.3 Z(' N L3 E MIN CONCRETE) - W WWw .,13 76 16.0"I6.0"16.0" 9.S' 16.6"1fi.0"10.4"16.0" 5.0" 8.2" 12.1" 7.1" 12.1" 5.2" p61 MIN CONCRETE) 76 160'16.0" 14.4"16.0"16.0"10.8"16.0" 7.5" B.4" 12.5" 7.3" 32.5" 5.5" 5.4" n 90 16.0"16.0 16.0" 7.9 16.0"13.6" 8.3" 13.6" 4.2" 6,2" 10.2" 5.7 9.6" 4.1" 90 16.0"16.0" 11.8"16,0"14X' 8.5" 14.1" 6,_ 6.4" 10.6" 5.9" 9.9" 4.6" 4.3" 3 - .._.._..._......................._........._....._..._..----..........._.._......_._.E 105 16.0"15.7"16.0" 6.7" 13.5"11.7" 6.7" 11.7" 5.0" 8.B" 4.7" 7.7" 105 16,0"16�0" 50.0"13_9_'12.1" 7.0 12.1" 5.3"_5.1" 9.0 4.9" 7.9" N W y§ 120 16,0"12.7"16.0" 5.8" 10.3"10,2" 5.7" 9.6" 4.1" 7.7" 4.0 6.4" 120 16.0"13.1" B.6" 10.6"10.6" 5.9" 9.9" 4,6" 4.3 7.9" 4.2" 6J" O -..- _ 1/4"ITW SAMMYS SSC W/ 33 16.0"1G.O"16.0"16.0"16.0"16.0"16.0"16.0"16.0"16,0"16.0"16.0 16,0 13.9 16.0" 1/4"ELCO PANELMATE 33 Ifi.O"16.0"16.0"36.0"16.0"16.0"16.W 16.0"16.0_16.0"16.0"16.0"16.0'.13.8"1fi.0^ W 2-114" IN EMBED AND 48 16.0"16.0"16.0"I6.O"16.0"16.0'I6.0"16.0"12.6"16.0"16.0"16.0"16.0" 9.2" 16.0" ((FEMALE,MALE,or PLUS))W/ 48 16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"12,5"16.0"16.0"16.0"16.0" 9,1" 13.2" < 1-1/4'MIN.EDGE DISTANCE 62 16.0"16.0"16.0"16.0"16.0"16_01'16_0"16.0" 9_6" 16.0"16.0"15_0"16.0" 7.0" 11.5' 2"MIN EMBED AND 2.1/2' 62 16.0"16.0"16.0"16.0"16.0"16.0"16.0"16,0'• 9.4" 14.0"36,0"11.0"16.0" 6.9" 8.4" (3295 psi MIN CONCRETE) 16.0-16.0"16.0"16.0"14.5"16.0"16.0"16.0"16.0" 7.7 13,2"16.0"11.4"1G.0" S.7" 8.4" MIN.EDGE DISTANCE(3350 90 16,0"16,0"16,0"L2,0"16,0"16.0"13.3"16.0" 6.4" 13.1"16.0" L.4 15.4" 4.8" 6.7" psi MIN CONC) 76 16.0"16.0"16.0"14.5"16.0"16.0"12.3"16.0" 7.6" 14.3" 5.6" 6.2" .a 90 IG.O"16.0"16.0"11.9"16.0"1fi.0" 9.8" 16.0" 6.3" 7.4" 12.1" 6_7" 11,3" 4.7" 4.9" ,j _.._._......_. _- 305 16.0"16.0"16.0"10.2'•16.0"16.0"10.9 16.0" 5.5" 8,0" 14,2" 7.6" 12.4" 4,1" 5.4" w * 105 16.0"16.0"Ifi.O_"10.1"1_5.9"13.8" 8.0" 13.8" 5.4" 5.9" 10.4" 5.6•' 9.1" 4.0" 4.0 w 120 16.0"16.0"16.0" 8.8" 16.0"16.0" 9.2";15.4" 4.8" 6.7" 12.4" 6.5" 10.4" 3.6" 4.6" _ 120 16.0"I5.0"16.0" 8.7" 12.2"32.1" 6.7" 11.3" 4.7" 4.9" 9.1" 4.8 7.6 :1 IJ4-20 ALL POINTS SOLID- 33 16,0"16.0 16,0"16.0"16.0"16.0"16.0"15.0" 9.6" 16.0"16.0"16.0"16_0" 7.1"_16.0" z 1/4'ITW SAMMYS SSC W/ 33 16.0"36,0"16.0"16.0"16.0"16.0"16.0"16.0"I6.0"16.0"16,0"16.0"16.0"I6.0"I6.O" W SET WITH 7/8'MEN EMBED 48 36:0"16_0"16_0"11.9"16.0"16.0_15_e"I6.0" 6_5" 15.5"13_7" 9_6" 13_7" 4,7" B.0" 1 y Q1 2.1/4'MIN EMBED AND 48 16.0"16.0"16.0"16.0"16.0"I6.0"I6,0"16,0"16.0"16.D 16.0"16.0"I6.0"11.7"16.0" AND 1.1/4'MIN.EDGE _62_16.0"I6.0"16.0" 9.7." I6.0"14.1"10.1"14.1" 4.9" 8.5" 30.6" 6,6' 10.6" 3.6" 5._3" 2-1/2'MIN.EDGE DISTANCE 62_16.0"16.0"16.0"16.0"16.0"36.0"16.0"16.0"12.1"16.0"16.0"15.6"16.0" 8.9" 12.0 (►Bce A DISTANCE(3000 psi MIN 76_16.0"16.0"16.0" 7.5" 16.0"SI.S' %.4" i1.S' 3.9" 5.8" B.6" 5.0" 8_6" 3.T' (3295 psi MIN CONCRETE) 76 I6.0"16.0"16.0"36.0"16.0"16.0"16`0"16_0" L' 13.8"16.0"11.9"16.0" 7_2" 8,8" h1r y0-'�a CONCREETE)^ 90 I6A"14.6"16.0" 6.2" 13,8" 9.7" 5.9" 9.7" 3.3" 14-1 7., 4,1" 6,8" 90 16.0"16.01,16. IS_7"16.0"i6.0"13.9"16'0" ex, o.5"16.0" 9.6" i6A" 6.0 6.9" �ME,O m 105 15.0"ALL]5,0" 5.2" 9.6" 8.3" 4,0" B3" 3.5" 6.2" 3.4" S.S' 1)C tliD 105 16.0"16.0"16.0"12.9"16.0"16,0"L1,4"I6.0" 6.9" 8.4" 14.8" 8.0" 13.0" 5.1" 5.T' _ cl 120 13.1" 9,0" 13.1" 4.5" 7.4" 7,3" 4.1" 6.8" 5.5" 4.6 - Z 120 16.0"16.0"16.0"11.2"16.0"I6.0" 9.6" 16.0" 6.0" 6.9" 12.9" 6.8" 10.9" 4.5" 4.8" ?m.t 114"POWERS TAPPER WITH 33 16.0"16.0"16.0"14,3"16.0"15.4"15.4"15.4" 8.0" 1SA"'11.5"10.9"11.5" 5.9" 11.5' 1/4-20 ALL POINTS SOLID- 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"12.8'•16.0" g U m 1-3/4'MIN EMBED AND 48 16.0"16.0"16.0" 9.9" 16.0,LOW 9A" 10.6" 5.3" 9.0" 7.9" 5.6" 7.9" 3.8" 4.6" SET WITN 7/8"MIN EMBED 48 16.0"16.0"16.0"16.0"16.0" LE 16.0"16.0"11.6"16.0"16,0"12.6 56.0 8A'_10.4" g 1-1/2'MIN.EDGE DISTANCE 62 14,7"14.7"14,7" 7.6" 14.7" 8.2" 5.9" B.2" 4.0" 4.9" 6.1" 3 ' 6.1" AND 2"MIN.EDGE DISTANCE 62 16.0"16.0"16.0"16.0"16.0"16.0"13.2"16.0" 8.7" 11.0"13,8" 8.6 13.8 fi.3" 6.6" ��, E (3000 psi MIN CONCRETE) 76 12,0"11.9"12,0" 6.2" 12.1 6.7" 4.3" 6.7" 3.2" 3.9" 5.0" S.D'• 3000 psi MIN CONCRETE 6 W ( D ) 76 16,0"16.0"56.0"13.4"16.0"15.0" 9.7" 55.0" 6.9" 7.6" 11.3" 6.6" 31.3" 5.1" 4.9" E 3 O 90 10.1" 8.5" 10,1" 5.1" 8,0" 5.6" 3,4" 5.6" 4.2" 3.9" 90 16.0"16.0"16.0"I1.0"I6.0•'32.7" 7.7" 12.7" 5.8" 5.8" 9_5" 5.3" 8.9" 4,3" 3.8" 0 105 B.7" 6.5" B.7" 4.3°15.6" 4,B" 4.8" 3.6" 3.2" >IC 105 16.0"14.6"16.0" 9.3" 12.5"10.9" 6.3" 10.9" 4.9" 4.6" B.Z" 4.4" 7.2" 3.6" 3.1" a g 120 7.6" 5.2" 7.6" 3.7"14.3" 4.2' 3.9" 3.2" 120 16.0"11.8"1fi.0" 8.0" 9.6" 9.5" 5.3" 8.9" 4.3" 3.8" 7.1" 3.8" 6,0" 3.2" ri 1/4"POWERS TAPPER WITH 33 16.0"16.0"16.0"16.0"I6.0"16.0"16.0"16.0"15.9"16.0"16.0"16.01,16.0"SI.B"16.0" + a3 EDGE DISTANCES AS NOTED -"'-- -'---- P12 G LOAD Spans Up To 5'-0" Spans Up 70 9'-0" Spans Up TO 12'-0" 1-314.MIN EMBED AND 3" 48 16.0"L6.0"16.0"16.0"16 0"16.0"16.0"16,0"10.6"16.0"IS.B"11.1"15.8" 7.7" 9.2" IL`��'•dI� CONN TYPE CONN IWE CONN TYPE MIN.EDGE DISTANCE(3000 62_16.0"56.0"16.0"35.3"16.0"16.0"11.7"16,0" 8.0" 9.B" 12.3' 7.7" 12.3" 5.8" 5.9" ANCHOR (psf) psl MI CONCRETE) 76 16.0"I6.0"16.0"12.3"16,0"13.3" 8.6" 13.3" 6A" 6.7" 10.0" 5.8" 10.0" 4.7" 4.3" xF Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS 90 16.0"16.0"16.0"10.1"1G,0"11.3" 6.8" Il_3" 5_3" 5,1" 8.4" 4.7" 7.9" 3.9" 3.4" m 114"MILLENIUM MILLFAST 33 16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0'[12 16.0 16.0"16.0"160'133'16.0" 105 16.0"12,9.'16.0" 8.5" 11.1" 9.7" 5.6" 9,6" 4.5" 4.1" 7.2" 3.9" a WITH 1-3/4'EMBED AND 98 16.0"I6.0"16.0"16.0"16,0"16.0"16.0"16.0" t6.0"16.0"72.8"16.0" 8.7" 10.5" -'- ------ --•------ 120 15.2"10.5"15.T' 7,3" 8.5" B.4" 4,7" 7,9" 3.9" 3.4" 6.3" y 2.1/2'EDGE DISTANCE 62 16.0"16.0"I6.0"16A"16.0"16,0"13.4"16.0" 11.2"14.0" 8.8" 14.0" 6.6" 6.T' a (3275ps1 MIN CONCRETE 76 16.0"16.0"16.0"14.0"16.0"15.3" 9.9" 15.3" 7.7" 11.4" 6.7" 11.4" 5.3" 4.9" y 90 1L 16,0"1fi.0" l 1L 12A" 7,8" 12.9" 5.9" 9.7" 5.4C- 9.0" 4.4" a ' ap6g�6g� _105 16:0"14_e"16_0" 9.7" 12.T'11,0" 6.4_' 11.0" 4.T' 8.3" 4.5" 7.3" pi ap ,1 Qtla 120 16.0"12.0"16,0" 8.3" 9.6" 9.7" 5.4" 9.01, 7.3MILLENIUM MILLFAST 33 36.0"16.0"16.0"16.0"16.0"1E,0"16,0"I6.0" 16.0"I6.0"16.0"WITH 1-314"EMBED AND 1' 48 16.0"16.0"16.0"15.6"16.0"16.0"16.0"16.0" 16.0"14.4"10.1"14.4" e EDGE DISTANCE(3275psl 62 ICU'16.0"16.0"12.2"16.0"14.9"10.7"14.9" 6.4" 8.9" 11.V 7.0" 11.2^ MIN CONCRETE) 76 16.0"16.0"16.0" 9.9" 16.0"32.1" 7.9" 12.1" 5,1" 6,1" 9_1" 5.3" 9,1" 90 1L 15.4"15.0" 8.1" 14.6"10.3" 6.2" 10.3" 4.3" 4.7" 7.7' 4.3" 7.2" 105 15.8"Y1.8" 120 13.8" 9.5" 13.0" 5.9" 7.8" 7.7" 4.3" 7.2" 5.8' 4.8" � ' z 912 SMS W/2-EYEWALL 33 16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"12.9"16.0"16.0"16.0"16.0" 9.6" 16,0" g4g 3 ARMOR INSERT W/2'EMBED 48 16.0"16.0"16.0"16.0'•16.0"16.0"16,0"16.0" 8.7" ILL 16.0"13.1"16.0" 6,4" 10.8" y��� ,i�pe AND 2"EDGE DISTANCE 62 16.0^16.0"16.0"12.4"16.0"16.0"13.8"16.0^ 6.6" 11.5'14.4' 9.0" 14.4" 4.8" 6.9" LOpROgRRUNCLBFf1uIwP.E (2000ps1 MIN CONC) 76 16.0"16.0"16.0"10.0"16.0"IS.6"10.1"15.6" 5.7" 7.9" 1I.T' 6.6" 11.7" 3.9" 5,1" 15-2336 Q -90 16.0"16.0"16.0" 8.3" 16.0"13.2' 5.0" 13.2" 4.4" 6.0" 9.9" S. 9.3" 3,3' 4.0" �1_�/�/-•-•54^ 105 16.0"15.2^16.0" 7.0" 13.1"11.3" 6.5" 11.3" 3.8" 4.6" 8.5" 4.6" 7.5;' 3.31, ` eCALei 120 36,0"12.3"16.0" 6X' 10.0" 9,9" 5.5" 9.3" 3,3" 4.0" 7.4" 39" 6.21 �� W.D[B.PTIDNa�® #12 SMS W/2,75-EYEWALL 33 16.0"16.0"16.0"16.0"16.0"16.0"16.0"56.0"16.0"16.0"16.0"16.0"16.0"13.6"36.0" E ARMOR INSERT W/2.5- 48 16.0"16.0"16.0"I6.0"16.0"16.0"16.0"16.0"12.4"16.0"16.0"1&0"16.0" 9.0" 13.9" FI EMBED AND 2'EDGE 62 I6,0"1fi.0"16 0;16.0"M 6.0"16.0" 9.3" 14.8"16.0"11.5"16E 6.9" 8.9" DISTANCE(2000pM MIN 76 16.0"16.0"16,0"14.3" 3.0"160. 7,5" 10.21 15.1" 8.8" 1511" 5.5" 6,5" S CONC) 90 I6.0"I6.0"16.0"11.8" 0.3"16.0" 6.3" 7.B 12.7" 7.1" 116" 4.6" 5.1" U105 16.0"16.0"I6.0"10.0" .4" 14.5' 5.3" 6.2" 10.9" 5.9" 9.6" 3.9" 4.2"120 11.0"15.8"16.0" 8,6" 7.1" 11.9" 4,6" 5.1" 9.5" 5.0" 8.0" 3.4" 3.5" WITH 1-1/4'MIN.EMBED AND I"MIN.EDGE ......... DISTANCEm��F�'////% ®%/////.®'///////.%///%'///////,%/////i'///////.%///%'////// ['. i •" aua®®%///i®%///%i'//////%///%.'//////%//////*/V///%00//. [®® %////%//%i%///%%//%i%/////,%/////.%////%/////.%////%/////.%////%//// ®®®%/%/%/////.%///%%////%///%%///i%///%%///i%///%%///i%/////.%////i ®%/////r.®%///%%////%/////:%///i%///%%///i%/////.%////i%///%%////i%/////.%//// M MMEMEM mmmmm%///%%//// m�����WMIM� ce �• MMMmMMKMU W////,W//.�7 %/////KM%///ice/////, m� '®' Q'�• '�'• �' V////��///%all"i%///%////iV////V//�i.VIN uauauaMmm%///iM%/////,; %///%/////%///%%N////////.. aA%////P//////%////V///%%////%///%%///i'/////%%/////////, r 9M%///i%////%////i/////%%////i%////%//// m® i /, i %/////i%////%/////.%////////// u2Mm%////.9M%/////,*WN%/////,: %///%%////%///%%///1%///%%//% � 9%////1a2r///%%////%/////."%///i%/////.%//%%///%%//%'//////%////%'//////%////% MMMUMMUMM IMUMMMURWOii/i MEMMIERM .■,,,,,,,,,,,,,,: ��®���®/ii®aiii/i�iai i/iiiia /ice : ..:;,;,,;;;;;,�: c�����®aii®iiiiia�i/i�aiia/i /i. �E=mM/iiKMMi/i Mi/a,ONNr//i//;i/iii/ii.i/ii ®�uamIwIMi////M ani//%i/iii/ii.'i////WO i/ii MMMMM®MMMMMM �MM®MMMMUUMM M®M MMEMMMMMMUMMMMMMM 114-20 ALL POINTS SOL115-- , M MUM®M MMMANDV'MIWEDG�' DISTANCE DISTANCE 0 MmMAND I'EDGE DISTANCE NEE! ���� �FEYILE7➢� ®RIM W 000 WI - NRIN MMMMMMM M WE :EMBED WITH 2'EDGE 1numo ARMOR INSERT W1 1-1/4' �� DISTANCE ®® m� ., ���® • 1. _���- ®®E� • ®�[3�/// "Em �� MIME WE //�/�////ice'%// 9 F164771,•/G9,P.E. •!'` 4rrr ry 111 cp*Fq 3/4"MIN EDGE DISTANCE 3/4"MIN EDGE DISTANCE _ L A m••ly"' Spans Up To 5'-0" Spans Up To 91•0" SOans Un To 12'-0" rj Sons UP To 5'-0" Spans Up To 9'-0"_ SPans U0 To 12'-0" T1L ti LOAD CONN TYPE CONN TYPE CONN TYPE rn LOAD CONN TYPE CONN TYPE CONN TYPE .� s ANCHOR (psU Cl C2 C3 U CS Cl C2 C3 C4 GS Cl C2 C3 C4 CS 0 ANCHOR (psi) Cl C2 C3 C4 C5 Cl C2 C3 C9 CS Cl C2 C3 C4 CSr qr 1/4'LAG SCREW OR HANGER 33 r16 LE 16.0"15.9"16.0"16.0"16.0"16,0" 8.9 16.0 16.0 16.0"16.0" 6.6" 36.0" 7/4•ELCO PANEtMATE 33 16.0"16.0"16.0"16.0"16_0"I6.0"16.0"16:0"160"I6.0"16.0"16.0"16.0"12.0"16.0" r 1 a BOLT WITH 1.5•MIN THREAD 48_ 16A"16.0"11.0"16.0"16.0"I6.0'•16,0" 6.0" 16.0"16.0"12.2"I6.0" 4.4" 10.1" (FEMALE,MALE,OR PLUS)W/ 4B I6.0"16.0"16.0"16.0"36.0"16.0"16.0"16.0"10.9"16.0 16.0" PENETRATION _62 16.0"16.0" 8.5" 16.0"16.0"12.8"16.0" 4.6" 10.7"13_4" 8.4" 13.4" 3.•i" 6.4" 1-7/8'MIN EMBED _62 16.0"16.0"16.0"I5.5"16.0"16.0 16.0"16.0" 8,3" 16.0"16.0•'13.3"16.0" G.1" 10.2" 4 Z 76 16.0"16.0" 6.9" 16.0"14.6" 9.4" 14.6" 3.7" 7.4" 10.9" 6.4" 10.9" 2.7" 4.7" 76 16.0"16.0"16.0"32.6"16.0"16.0"34.9"16A" 6.7 11.7 16.0"10.1"I6.0 4.9 7.5 Z N O 4 W L` 90 16.0"16.0" 5.7" 16.0"12.3" 7.5" 12.3" 3.1" 5.6 9.2" 5.2" B,B' 2.3" 90 16_0"16.0"16.0"10.5"36.0"Sfi.O"11.8"16.0" 5.6 6.9" 14_6" 8.2" 13_7" 4.2" 5_9" W 3 W v * 105 14,1"16.0" 4.9" IL2"10.6" 6.1" 10.5" 2.6" 9.5 7.9" 4.3" 7.0" 2.0" 3.0" SOS 16.0"16.0"16.0" 8.9" 16.0"16.0" 9.7" 16.0" 4.8 7.1 12.5 6.8" 11.0" 3.S' 4.8" . ...._ _____...._._ ..-., �� ,. �� ,� " " �, 0. 5.8" .2" 3.1 4.1"120 11.5'Ifi.O" 4.2" 9.3 9.2 5.2 8.6 2.3 3.7 6.9 3.7 5.8 2.6 120 16.0 16.0 16.0 7.7 14.8 14.6 8.2 13.7 4.2 5.9 11 9 N� F14 WOOD SCREW OR SMS 33 16.0"16_0"15_3"16.0"16.0"16.0"I6,0" 8.4" 36.0"16.0"36.0"16.0" 6.2'• 16.0" i 1/4'IAG SCREW OR HANGER 33 16.0"16.0"16.0"16.0"16.0"16.0"16,0"16,0"ISS.1"16.0"16.0"16.0"16.0" 8.2" 16.0" o WWl'iH 1,5"MIN.THREAD 48 16.0"16.0"10.4"16.0"1.6.0"14.0"16.0" 5.6" 13.8"12.2" B.6" 12.2" 4.1" 7.1" E BOLT WITH 1,5'MIN THREAD q8 16.0"16.0"16,0"13.7'•16.0'•16.0"56,0"16.0" 7.5 16.0"!6A"1L 16.0" 5.5" 15.1" ti pPENETRATION -- PENETRATION0 62.. , 16.0"16.0" 8.0" 16.0"12.6" 9.0" 12.6" 4.3" 7.5" 9.4" 5.9" 9.4" 3.1" 4.5" v, 62 16.0 16.0"16.0'•��13 6"16.0 16.0"16.0"16.0" 5.7" 16.0"160'12.6"16.0" 4.2" O p�� -_.. ._ _ _._ ...._..._" " @"'• 76 16.0"16.0"16.0" 6.5" 16.0"10.2" 6.6" 10.2" 3.4" 5.2" 7.7 9.5 7.7 2.5 3.3 �� p 76 16.0"16.0"16.0" 16.0 16.0"lA.l"16.0 4,6 11.1 16.0 9.6" 16.0" 3.4" 7.1" 9D 15.6"13.0"15.6" 8.7" 5.2" 6.7" 2,9" 4.0" 6.5" 3.6" 6.1" 2.1" 2.6" 1r 90 76.0"16.0"I6.0" . 16.0"11.2"16.0• 3.9" 8.4" 13.8" 7.7" 12.9" 2913.3" 9.9" 13.3" 4.6" B.6" 7.4" 4.3" 7.4" 2.4" 3.1" 5.6" 3.0" 4.9" 2.1" o 120 16,0"16.0"16.0" . 15,8" 9.7" 15.8" 2.3" 5.7" 11.9 64" 10.4" 2.5" 4.6" -__... _.. ._..._._ _... .. _120 S1.7- 8.0" 11.T' 3.9" 6.5" 6.5" 3.6 6.1" 2.1" 2.6" 4.9" 2.6";4,1" 120 16,0"16.0"16.0" 14.0 13.8" 7,7" 12.9" 2.9" 5.6" 10.4 5.5" 8.." 2.2" 3.9" 1/4"ELCO PANELMATE 33 16.0"16.0"16.0"12.6"16_0"16.0"16.0"16.0" 7.0" 16.0"16.0"16,0"16.0" 5.2" 16.0" #14 WOOD SCREW OR SMS 33 16.0"16.0"16.0"16.0"16.0"16A"AL 16.0"115"16.0"15.0"16.0"16.0" 8.5" 16.0" J " WITH 1.5"MIN.THREAD 48 16.0"16.0"Ifi.O"14.2"16.0"16,0"16.0"16.0" 7.8" 16.V'16.0 14.7"16.0" 5.7 12.1" Y yt (FEMALE,MALE,OR PLUS)W/ 48 16.0"16.0"16.0" 8.6" 16.0"15.7"13.6"15.7" 4.7" 13.4"11,8" B.3" 11,8" 3.5" 6.9" __ _ y VVee 1-7/B'MIN EMBED 62 I6.0"16.0"16.0" 6.7" 16.0"12.2" 8.7" 12.2" 3.6" 7.3" 9.1" 5.7" 9.1" 2.6 4.4'. PENETRATION 62 I6.0"16.0"I6.0"ILE 16,0"16.0"15.4"16.0" 5.9 12.9"16.0"50.1"16.0" 4.4" 7.7'• W.3 76 16.0"16.0"16.0" 5.4" 16.0" 9.9" 6.4" 9.9" 2.9" 5.0" 7.5" 4.4"_ 7.5" 2.1" 3.2'_ . % 16.0"1 E 16.0" 8.9 16.0"16.0"11.4"16.0 40. 6.9" 13,2" 7.T` 13.2" 3.5" S,T' I. mom * OS 13.0"B.6" 13,0" 3.8" 8.3 7_2" 4,2 7.2 2 1" 3 1" 5.4" 2.9" 4.7" 2.1" """- OS 16.0"16.0"16.0" 6.3" 14.T'12.7" 7.3" 12.7 3.4 5.4" 19.5' S.1" �.i 120 11.3" 7.8" 11.3" 3.3" 6.4" 6.3" 3.5" 5.9 2.5 4.7" 2.5" 4.0' 120 16,0"13.8"16.0" 5.5" 11.2"11.1" 6,2" 10.4 3.0 4.5 8.3" 4.4" 7.0" 2.2" 3.1" O 20-1 m< d 23 Si E 5� � rQ ANCHOR NOTES: 0 1. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' gig g •5 ' ��L6 RECOMMENDATIONS. a ` g 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 ACCEPTABLE FOR ANCHORS TO WOOD FRAMING). 3. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE ONLY. 4. MINIMUM EMBEDMENT AND EDGE DISTANCE SHALL BE AS NOTED IN ANCHOR SCHEDULE. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO,FOAM,BRICK,AND OTHER WALL FINISHES. D� � S. ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN,BUT ONLY PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE(S)SHALL APPLY. 4 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING,EXISTING CONDITIONS MAY VARY. zz !ga FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS,NOT INTO PLYWOOD. 00P1WOIRRLIKKLB83W W P.E - 11.MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2"ENGAGEMENT OF THREADS 1N BASE 15-2336 ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER HEAD(-SIDEWALK BOLT') U.N.O. 6CAw, - 12. ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE. PAOn De80RIPT1oH� 13. * DESIGNATES ANCHORS WHICH ARE REMOVABLE AND MAYBE USED FOR DIRECT MOUNT INSTALLATIONS. 14. WHEN ANCHORING TO HOLLOW BLOCK,SDS DRILLS SHOULD NOT BE USED TO DRILL 9® INTO HOLLOW BLOCK,NOR SHOULD IMPACT DRILLS BE USED TO INSTALL CONCRETE SCREWS O TO HOLLOW BLOCK