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i Florida Building Code Online Page 1 of 3 ; r a i lofida Deparmient� BCIS Home i Log In User Registration j Hot Topics ;Submit Surcharge j Stats&Facts ;Publications ;FBC Staff i BCIS Site Map :Links 2 Search 1{'B�11u SITi'nCeCs �"]a 71 Product Approval 1 I�i�JJ�bi�U� i USER:Public User Regulation Product A_ royal Mrnu>Product or Application Search>A lica Ion List>Application Detail . ..�._...._.__pp___y.._.....�.._._ _. ��__� PP �� FL# FL12856-R5 "-- Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Town and Country Industries, Address/Phone/Email 400 West McNab Road Ft. Lauderdale, FL 33309 (954)493-8551 tomj@tc-alum.com Authorized Signature Frank Bennardo frank@engexp.com Technical Representative Thoma- ]o on Address/Phone/Email 400 w Ft. La derdal 33 (954)970 tomj@tc-alu Quality Assurance Representative Address/Phone/Email R Category Shutters Subcategory Storm Panels Compliance Method Evaluation Report from a Florida Registered Archite or a Licensed Florida Professional Engineer I Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who Frank I. Bennardo developed the Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2016 Validated By ORLANDO L. BLANCO, P.E. C1 Validation Checklist-Hardcopy Received Certificate of Independence FL12856 R5 COI Indep 2.pdf FL12856 R5 COI Index 3.odf FL12856 R5 COI Indep 4.pdf FL12856 R5 COI Indep.pdf Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2002 ASTM E1996 2002 ASTM E1996 2012 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvEml f WvK4bE... 8/3/2015 Florida Building Code Online Page 2 of 3 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 R5 Eguiv Equiv 2.pdf FL12856 R5 Equiv Equiv 3.odf FL12856 R5 Eaulv Equiv 4.pdf FL12856 R5 Eauiv Eguiv.pdf Sections from the Code Product Approval Method Method 1 Option D ... — Date Submitted 04/28/2015 Date Validated 04/29/2 Date Pending FBC Approval 05/0 015 Date Approved 0 2/2015 Summary of Products i I. FL# 11IModel,Number or/Name IlDescription 12856.1 0.050"Aluminum Itorm Panel 0.050"Aluminum Storm Panel with Optional Clear Panels Limits of Use Installation Instructions Approved for use in HVHZ: No FL12856 R5 II Dwo.odf Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo, P.E. PE0046549 a Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: Shutter meets requirements for" Ind Zone 4" FL12856 R5 AE Eval.pdf and Missile Level "D"as defined in ASTM E 996. See Created by Independent Third Party:Yes Installation instructions for specific Design essure Ratings by size,additional use limitations an Installation instructions. 12856.2 "Safety Edge"Storm Pans "Safety Edge"Storm Panels,28ga(0.018"")Steel4,' "'l 0.022"Alum(Pert and Non-Perf),Clear Polycarb( and Half) ':.Limits of Use tallation In�Dwo ns I Approved for use in HVHZ: No FLl R5 IIpdfApproved for use outside HVHZ:Yes Verified By: nnardo . E0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: +54/-54 Evaluati Reports Other:This product is not valid for use within the FL1285.f 'fi' � AE Eval 2. df HVHZ. See Evaluation Report and engineering drawing Crea y fi pendent Third Party:Yes for additional limitations and conditions of use. ? 12856.3 24ga Steel Storm Panel 24ga (0:i ;tee orm Panel with Optional Clear Panels Limits of Use Installation ons Approved for use in HVHZ: No FL12856 R5 II a 3. df Approved for use outside HVHZ:Yes Verified By: Frank—L. Ben o, . PE0046549 Impact Resistant:Yes Created by Independent Ird Pa :Yes Design Pressure: +100/-100 Evaluation Reports Other:This product is not valid for use within the HVHZ FL12856 R5 AE Eval 3.p or Wind Zone 4. See Evaluation Report and engineering Created by Independent Third P :Ye drawing for additional limitations and conditions of use. 12856.4 Aluminum Hinged Storm Panel .050"Aluminum Non-Porous Hinged Storm Panel Limits of Use Installation Instructions ' Approved for use in HVHZ:Yes FL12856 R5 II Dwg 4.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" FL12856 R5 AE Eva[4.pdf and Missile Level "D"as defined in ASTM E1996.See Created by Independent Third Party:Yes installation Instructions for specific Design Pressure i https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvEm 1 f WvK4bE... 8/3/2015 x, OF OT, 4C 4C -al & r1,v - © , i T*la D 1 0 . 050" ALUMINUM STORM PANEL s•.FOR USE OUTSIDE THE HVHZ AND ESSENTIAL FACITILIES •'� U 1/2" UNLIMITED WIDTH (PERP,TO PANEL SPAN) TABLE t 12'MAX,ON CENTER PANEL •!��� O (1p `� D!/g. TMP' ATTACHMENT TO MOUNTINGALLOWABLE SPAN SCHEDULE(WITH �i�• .+ �, ALUMINUM PANELS ONLY) HARDWARE OR DIRECT MOUNT. \� D 5116 PANEL SPAN ALL IGH PRESSURE W 11i 1z16{IV J 144" •33.01SF -35.0 PSF_ ZQ to pyxW PLAN 138- •35.9 PSF •38.1 PSF KEYHOLE PUNCH DETAIL �11 132' •39.3 PSF •41.7 PSF m 6 ALTERNATIVE MOLE DIA.OF 126' •43.1 PSF -45.7 PSF_ Z 5/8'IS ACCEPTABLE, _ 120' •47.5 PSF -50.4 PSf W I.: Z 1144 •32.7 PSF •35.8 PSF _ a�• 108'^ •58.7 PSF •02.2 PSF vl u� 102' •05.8 PSF - •00.5 PSF G 9B' •74.3 PSF. -75.0 PSF r ! < �F 90' •BO.OPSF •00.0 PSF 6 W B4' •85.7 PSF •05,7 PSF a Y•�78' �•82.3 PSF •92.3 PSF I _ •1050 PSF •100.0 PSF o �r 1 OB_ •108.1 PSF 108.1 PSF '? 00' •120.0 PSF •120.0 PSF 2§ IaM x TABLE 1 NOTES: • LINEAR INTERPOLATION Fa) BETWEEN SHUTTER SPANS IS O Q TO NOT PERMITTED,FOR SPANSg n BETWEEN THOSE INDICATED 1F•�aa p , ABOVE,THE DESIGN PRESSURES zm FOR THE NEXT HIGHER SPAN a NOTE:TOP MAY BE SLOPED OR RADIUSED TO MATCH GEOMETRY OF SHALL BE USED. ` OPENING. MOUNTING HARDWARE MUST BE ROLL-FORMED TO THE RADIUS' S1- • DESIGN PRESSURES NOTED NO NOTCHING OF MOUNTING HARDWARE TO ACHIEVE SHAPES IS ALLOWEB. �'._ I IN TABLE 1 APPLY TO ALL 111 MOUNTING AND ANCHORAGE rJ'E 3 p TYPICAL ELEVATION WITH HURRICANE PROTECTION ezcEeoE�".sAND sL+aLLNOT oE Q 1 ALUMINUM PANELS ONLY BL 1 N.T.S. EXTERIOR ELEV GENERAL NOTES N 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, FOR USE OUTSI�DgE THE HIGH VELOCITY HURRICANE ZONE. FAC. NO 33 16 H 5 BEEN USED FOR WOABL ANCHOR DESIGN BEEN USED IN THE DESIGN OF THIS SYSTEM.WIND LOAD DURATION MAX PANEL SPAN 3. POSITIVE AND NEGATIVE DESIGN DRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED PER PER TABLE I 9 SEPARATE ENGIryEERING 1N ACCORDANCE WITH THE GOyERNING CODE,PRESSURE RESaUIREMENTS AS DETERMINED IN �+ i F ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE 20LO LORIOA UILDING CtlDE SHALL BE LE55 THAN OR EQUAL TO THE 9 .�, POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. D 4, DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 SAFETY FACTOR. ppp p88 5. THIS SYSTEM MAY NOT BE USED IN ESSENTIAL FACILITIES. I H 6. THIS SYSTEM HAS BEEN DESIGNED yLITH NO SEPARATION FROM GLAZING REppUIRED!N ACCORDANCE WITH ASTM1I E1996.09.IT 15 ACCEPTABLE BY CODE UNLESS OTHERWISE ADOPTED BY THE AUTHOILITY HA�IING JURISDICTION. 7. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL z , PREPARE SRE SPECIFIC DOCUMENTS FOR USE]N CONJUNCTION WN THIS DOCUMENT.THIS CERIJIFICATION IS VALID FOR USE IN CON]UNCT`ON WITH THE MOST CURRENT REVISION OF FLORIDA PRODUCT APPROVAL.FL12856. N 8. PERMIT HOLDER SHALL VERIFY THE ADEpUACY OF THE EXISTING STRUCTURE TO WITHSTAN UPER 14POSED LOADS. ggg BRICK VENEER PER ASTM C62(BY OTHERS)SHALL BE ANCHORED PROPERLY T07RANSFER ANY APPLICABLE�OAOS TO THE w �� EXISTING HOST STRUCTURE. =z 9. ALUMINUM STORM PANELS SHALL BE 5052-H34 OR 3004-H34 ALUMINUM ALLOY TESTED THICKNESS 0.0495'. o •, 10.ALL POLYCARBONATE PANELS SHALL BE MANUFACTURED BY TRANSPARENT PROTECTION SYSTEMS Inc _ g 11 ggAyyLL POLLYCARB PANELS gSSHXALL BE EXTRUMER DED SWITH �UV 77THICKNESS t=0.100• *0.030" AND SHALL BE MANUFACTURED FROM A STR2 ALLTEILTRU IONK SHALL BE6063-TG ALUM[NUM20 COY,UNLESS NOTED OTHERWIENSILESE. ALLTTOLEvRANCES8.908 KSHALLEBE IN z°� WppYaRRutuL 6�Pi ACILIZED).TYPICAL CORDANCE WITH ADM 2005. 13.TOP B BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE, PANELS MAY BE MOUNTED 11'TCM-0003 VERTICALLY OR IIORIZONTALLY AS APPLICABLE. 14.PANELS SHALL BE PERMANENTLY LABELED WITH LABELS SPACED NOT MORE THAN EVERY THREE LINEAL FEET PER PANEL BeALe1 - 02 AND SHALL FACTHE H EXTERIOY INDUS SCRIBED IN THE ABOVE-NOTED BUILDING CODE AND CONTAIN AT LEAST THE FOLLOWING: D�4CTOWN RIP►10N1 a°L FT.LAUDERDALE FL ASTM E330 ESBA6 &¢1096gqMISSIL¢LEVEL D 15. ALL DOLTS&WASHERS SHALLBBEVZ[NC COATED STEEL GALVANIZED STEEL STAINLESS STEEL OR 2024-T6 ALUMINUM ALLOY WITH A MINIMUM TENSILE YIELD STRENGTH OF 33 KSI UNLESS OTHERWISE NOTED HEREIN, 2 OPTIONAL HORIZONTAL MOUNT •.� 16. ALL DISSIMILAR MATERIALS SHALL BE INSULATED TO OREVENT ELECTROLYSIS AS PRESCRIBED IN THE ABOVE-NOTED "' BUILDING CODE. 1 N.T.S. - EXTERIOR ELEV IIIIIIIIIIIIJII„„J/JI " 6.00 (COVERAGE) 2.50" j-�2.50'�} 0.100` ���� i0 9t'" '9 /• 12.00•(COVERAGE) I I �� - �'•�/ f-2.02"-f }--2.02•-} }-2.00'-} TYP •J�p L6.0D' 0.0495' 100" , ' 1io*j let •U0"� oN s -}l.oD•0.0495° F---j 6.OD`- � �~ 4-f1.17' -1.07"�- � 12"PANEL COVERAGE JtiJiJJ �• 1�0.�� I I IS 1/4"MAX TOTAL PANEL WIDTH J JW r� 210 J 1.07°}- I 8.332't1ALF PANEL---� L+J �S 14.375"(TOTAL WIDTH) la ALUMINUM HALF STORM PANEL ib POLYCARBONATE STORM PANEL W u OS ALUMINUM STORM PANEL NOTE:"ALF STOR)IPANEL SHALL ONLY OEUSED ASAN Z a �[ END PANEL TO CLOSE THE AENAINING OPENING THAT MAYBE 1E55 THAN full PANEL W1UTH a 1-MAX.5.238" 1/4.20X3/4 KNURLED STUDS W/ 1/4.20%3/4 KNURLED 1/4-20X3/4 KNURLED G D! --0.062" -T- WINGNUTS SPACED AT 12"O.C. STUDS W/WINGNUTS STUDS W/WINGNUTS W U'S,{ •g 0 2.250° 0.120' +I 0.125" o, I -}�" (DIRECTION N1AY BE REVERSED) SPACED AT 12"O.C. SPACED AT 12.O.C. N J ,n (DIRECTION MAY BE (DIRECTION MAY BE W 0.095" 0.095" 2 250° '� 0.094" •*_ 0.091' 0.093"- o 0.094" 0.094" REVERSED) fr REVERSED) �IDp E --T 0.094' I 0.094° 0.101" U1 " < .a U1n N 0.125" 0 0 N 0.375" 7�z�� 4 - I ^ Y . N 1.000" I 2',3•,4"OR 5'--} ® I .L-1. t'-_ 0 091" 0 091" O,OG2" O.OG2' T t .. �- fMINIMUM 0.375" - 2.06" - t 1.000° M2N LEG I .000"0.062" 2.06' 0.062' ' - $ u'�s �+ O2 "H"HEADER O3 "U"HEADER 3a BUILD-OUT"U"HEADER ®STUD ANGLE 4a STUD ANGLE 4b STUD ANGLE 1 $Q3 g SEE COMPONENT NOTES SEE COMPONENT NOTES SEE COMPONENT NOTES N RI t4 tltl 1°,2" 0.370' 0.190"-I L• 0.465" O?m? �dT OR'3" 9 O.SBB" f r0.315" 9 ;T---- 0' 13 _-}}-0.125" •o I .090"� 0.315' •1- n T- �\ \)U g •r"0.4.5 eOTYP. 1/4.20 SQ/HEX Iy _ _4 �.--.Ve,'`s to0.465' HEAD BOLT STUDS I 0.125° I ry 0125" rz W/WINGNUTS��}r\.\.�., }- .000°-T- 1/4.20 SQ./HEX j `-1/4.20 SQ./HE% SPACED AT 12'OC - a HEAD BOLT STUDS HEAD BOLT STUDS IV/WINGNUTS 0.090' W/WINGNUTS (LEG DIRECTION �1",2",3",4"OR 5"-{ - -0.086" SPACED AT 12"OC (Tl'P) SPACED AT 12°OC MAY BE REVERSED) Ire, F (2)BUILD-OUT"F"TRACK ®"F"TRACK 8a "F"ANGLE TRACK ©TUBE 5OANGLE I. 5 COMPONENT NOTES ANCHOR HEADS MUST NOT INTERFERE WITH INSTALLATION OF THE PANEL. ANCHORS SHALL NOT BE INSTALLED MORE THAN 3' FROM END OF EXTRUSIONS. IF ANCHORS MUST BE MOVED TO FACILITATE INSTALLATION OF THE PANEL,ANCHOR SCHEDULE a REQUIREMENTS SUCH AS CENTERLINE DISTANCES,EMBEDMENT, 0.069"-{ r0.125- EDGE DISTANCE,ETC MUST BE MAINTAINED. - �- 0.44" I }-}.0.873° p� Tog . m JIT 00.563" rcl(t� tfl 0.25" ,Nnl 0.313' IP $Nwomm 0.05" r Q111\11111UR a �y11\111111111111UR 0.25" T- 7 u1or3 0.30" tl OWAAIR WINGNUT 10 KEYHOLE WASHER 11 1/4-20 SQ./HEX J4'20 316 SS MACHINE 13 #14x3/4 316 SS 14 1 4-20 (101/4-20 -/ SDS/SMS SCREW SIDEWALK BOLT NON-RECESSED iLAT 20 GA.GAL V.STEEL«•A38') HEAD BOLT BOLT W NUT TRUSS HEAD BOLT C0PMWFPA'(LT01WMPE SURFACE TYPE ONLY GRADE 40 OR 0.050'ALU)1REQUIRES USE OF ALLOY L3034-R34) IN DIRECT MOUNT APPLICATIONS HER 11-TCM-0003 lR91L! D2 PAOe DEBCRIQI1gj0 s � D , CONNECTION TYPE C2EXIHOST ANCHOR PER ANCHOR HTOST CONNECTION TYPE C2 ``��� ,D7 9••.,•.9�- ANCHOR PER ANCHOR ♦ r--- 0 EXISTING SCHEDULE STRUCTURE SCHEDULE R : \"Q HOST P4Y4 " CONNECTION TYPE C2 @12'O.C.Mig . ANCHOR PERANCHOR 0.437' 17 STRUCTURE SCHEDULE EXISTING = �"MAX EMBED. HOST Y"MAX5mir�11�1-1 D. _r 0.437" STRUCTURE / W 1 ! I ! on, MAX Ye"MAX EMBED. :O' F " � 0 4. PEA, a -Y �4F• a• �' TR id W111 zlt.'1T,D: 3 u <W� Z 1 p Ib W W 1° a ALT.LEG DIRECTION W N GLASS SEPARATION GLASS SEPARATION Ib CONNECTION TYP¢C3 NOT REQUIRED PER ANCHOR PER ANCHOR GLA55 SEPARATION r NOT REQUIRED PER ASTM E1996.09 ASTM E1996.09 SCTIEDULE NOT REQUIRED PER p GGii dASTM 8199G•09 OA "H"MOUNT SECTIONOB BUILD-OUT"U"MOUNT SECTION ©ALT.BUILD-OUT"U"MOUNT SECTION d GLASS SEPARATION „R. NOT REQUIRED ASTM E1996.09 R CONN¢CTIONALT EG ITY RECEIC3 GLASS SEPARATION _ NOT S REQUIRED PER GLASS SEPARATION ANCHOR PER ANCHOR ASTM UI996 RED P NOT REQUIRED PER------- - SCHEDULE ASTM E1996.09 =d wo a EXISTING 1 HOST Y/ �¢ w 1•b 1"tL'�,qq$ w to pio, 1/4.20X3/4 STRUCTURE 1" u I :rJ 0.437"BED. IbSTUDKNURS SPACED " MA%12"O.C.MAX O EXISTING I a - F 11 TING •o �l- w EMBED. HOST .. 7i .S Y I STRUCTURE 4° m 0.437' -Eh18ED. 11 c fI31 a ab _ MAX CONNECTION TYPE Cl S g EXISTING I t° Ib A OR PER G'1[- ER ANC7OR SCHEDULE. 3 CONNECTION TYPE Cl HOSTCONNECTION TYPE C3 FASTEN @ 6"O.C.OR 12"O.C.,BUT DOANCHO °1 STRUCTURE - CONNECTION TYC3 ANCHOR PER ANCHOR NOT EXCEED ANCHOR SCHEDULE dl SCHEDULE SCHEDULE ANCHOR PER ANCHOR IF ANANCHORP¢ SCHEDULE NG.KEYHOLE WASHER CHO ED WITH TRUSS HEAD COLT.. DOSTUD ANGLE WALL MOUNT SECTION OE BUILD-OUT"F"TRACK SECTION (R)DIRECT MOUNT SECTION i CONNECTION TYPE C2 EDGE 555 EXISTING ANCHOR PER ANCHOR EXISTING DIST. CONNECTION TYPE C4 GLASS SEPARATION HOST �/- SCHEDULE HOST j ANCHOR PER ANCHOR NOT REQUIRED PER w g e STRUCTURE- 0.625" STRUCTURE °� SCHEDULE ASTM E1996.09 1° a jEhTBED, II I . - 221 d Ls w MAX LEG DIRECTION FLAY zi Me 0.625` y a EE REVERSED 1- ® pJy Z�Z w Jim g ga¢M 1° o.E. CONNECTION TYPE C4 EDGE CGPflWffRR5XLE0K=P.E GLASS SEPARATION Ib z ANCHOR PER ANCHOR 01sT. 11-TCM-0003 ALT.LEG DIRECTION cgs Ib NOT REQUIRED PER _ SCHEDULE CONNECTION TYPE C2 ASTM E1996.09 e� o[sogTpaCQ1U D� ANCHOR PER ANCHOR GLASS SEPARATION 6 SCHEDULE NOT REQUIRED PER EXISTING ASTM E1996.09 HOST a STRUCTURE ©"F"TRACK MOUNT SECTION OH TRAP"U"HEADER SECTION OI TRAP STUD ANGLE SECTION A ITEM k 13 0 12'O.C.MAX. 2^x9"xl/0"x CONT,6063-T6 ALUM. t�j4 op ^; P.E. 1N BETWEEN TRUSSES, ALLOY ANGLE WITH(3)1/4'0 W00 , ,Y'►' ��i� COINCIDENT WITH ANCHOR LAG SCREWS WITH 2'MIN.[MBE -"'•- t ROW CENTERLINE INTO WOOD @ EACH RAFTER OR i TRUSS,24"O.C.MAX.WITH 1-3 " rs GLASS SEPARATION TRUSSEXISTING WOOD OR RAFTER 1,5" 3" 1,5- MIN,END DIST.AND 3/4'MIN. D;Q�b��^'• _ DIST.WHERE ANGLE EXTENDS 0 REQUIRED FER @ 24"O.C.MAX THAN 6'BEYOND LAST TRUSS, GLASS SEPARATION CONNECTION TYPE C3 ASTM E1996.09 (G-0.42 MIN). �1—' ANGLE TO NEXT TRUSS. 'fJ p �rA NOT REQUIRED PER ANCHOR PER ANCHOR 0;0. ASTM E1996.09 SCHEDULE-\j-- • �Q - w w EXISTING 1V00D Ikul OR STUCCO FINISH CONNNECTIOTYPE C4 ®° ---o =d w 8- Gialll� MATERIAL ANCHOR PER ANCHOR N t Z W a u SCHEDULE 1" 9 S+0 1° 1' 4 1'a 8'-4'MAX PANEL SPAN > 1b MAX MAX DESIGN PRESSURES: L7 G ca Z TO G-0.42 WOOD:+1.63 PSF Z fi m Lq 8 °+ a TO G-O.SS WOOD:+/•70 PSF m 1° EXISTINGHOST EMBED. ^ tJ W Ib STRUCTURE I �lJ �1"-i 1a c EDGE EXISTING DIST. 12 0G"O.C.MAX GLASS SEPARATION Iu HOST NOT REQUIRED PER CONNECTIO STRUCTURE ONNEG DIRECTION ASTM 01996.09 N TYPE CS a ANCHOR PER ANCHOR SCHEDULE ]O"F"ANGLE TRACK MOUNT SECTION (-')REVERSE"F"ANGLE TRACK MOUNT SECTION ©CEILING MOUNT/BUILD-OUT SECTION m N 11 3 AIR GAP BRICK VENEER PER ASTM C62 LEG DIRECTION GLASS SEPARATION GLASS SEPARATION MAY BE REVERSED NOT REQUIRED PER CONNECTION TYPE C2 NOT REQUIRED PER 1 1°Ib ASTM E1996.09 ANCHOR PER ANCHOR ASTM E199G-09 SCHEDULE w 0.437' IF I---6"MAX—t E_MB t MAX •�� c •� zd � �E Ib ' 999 EXISTING WOOD O / 3° Y.- —T o i G>wl e t a STUDS SPACED ^� HOST MAX @24.O.C.MAX ! 9 EXISTING �-6'MAX—j w EMBED. 99 Xd$ (G=0.42 MIN) STRUCTURE ` tl 4°4b n '2-9� It r t2 t3 @ 9"O.C.MAX GLASS SEPARATION J g 1"x4"x0.125'6063.76 ALUMINUM TUBE (2)Y 14 WOOD SCREWS OR Y.'LAG SCREWS NOT REQUIRED PER E%1ST NG HOST AIR GAP tlq OR 2'x6-PT WOOD BEAM.WHERE BEAM WITH 2'EMBEDMENT�"MINIMUM EDGE ASTM E1996.09 10 CONNECTION TYPE C2 Oe 1 BRICK VENEER ANCHOR PER ANCHOR a EXTENDS MORE THAN 6.OVER LAST DISTANCE AND 1-3/4 MINIMUM END STRUCTURE STUD,EXTEND BEAM TO NEXT STUD DISTANCE TO G-0.42 MINIMUM WOOD PER ASTM 062 SCHEDULE tt17�rt1RlAltLNwt�oFE LL STUDS SPACED 24'O.C.MAX, O STUD ANGLE BUILD-OUT MOUNT O"U"HEADER BUILD-OUT THROUGH VENEER OVER O DIRECT MOUNT THROUGH VENEER OVER STRUCTURAL CAUTCM-0003 Y SECTION INTO STUD WALL STRUCTURAL BASE SECTION BASE SECTION ev oe�oet£cLa�mON,02 s� �•� GLASS SEPARATION ALT.LEG DIRECTION L. NAPP0,P.E. BRICK VENEER NOT REQUIRED PER CONNECTION TYPE C3 AIR GAP c EXISTING PER ASTM C62 ASTM E1996-09 R PER ANCHOR MOST SCHEDULE STRUCTURE 6'MAX f BED. 7 C:) ;ii S. R W EM ED. u CD CONNECTION fj�g CTIC VPE Cl 1/4-20X3/4 _CONNECTION TYPE Cl G'MAX RRMANC i4i g w I ANCHOR KNURLED OA37* ANCHOR PER ANCHOR SCHEDULE SCHEDULE STUDS SPACED MAXI 8 12"O.C.MAX I to tbEXISTING GLASS SEPARATION HOST NOT REQUIREDP R. STRUCTURE AIR GAP CONNECTION TYPE C3 BRICK VENEER ANCHOR PER ANCHOR ASTM E1996-09 PER ASTM C62 SCHEDULE %D STUD ANGLE THROUGH VENEER OVER STRUCTURAL @ BUILD-OUT"F"TRACK THROUGH VENEER OVER BASE SECTION STRUCTURAL BASE sEcnoN EXISTING ALUMINUM ANGLE CLOSURE Nq HOST .-a $ RuCrURE PIECE,1*x2*MIN,I'xS*MAX, 0.0625"MIN,THICKNESS, wm 'o tl 'I MAX. _LMAX. MAX. EXISTING EXISTING EXISTING HOST HOST MOST Ni 1/4' —STRUCTURE STRUCTURE �S pfi6U C.T U R E M 94 MAX. 14 0 24'CC t to ibits 17ui 5 TRAP.MOUNT CLOSURE DETAIL 12 O WALL MOUNT CLOSURE DETAIL EDGE DIST. EXISTING 6 1/4- om HOST MAX. w F4 STRUCTURE v 1/4' ALUMINUM ANY ANCHOR PER ANGLE CLOSURE ANCHOR SCHEDULE, it MAX GUILD-OUT PIECE;I'x2'MIN,1"W MAX, SPACED 24"D.C.MAX FOR DESIGN DISTANCE 0.062S"MIN,THICKNESS, PRESSURES S 62 PSF,12-O.C.MAX 11 ALUMINUM ANGLE CLOSURE EXISTING FOR DESIGN PRESSURES>62 PSF PIECE:1'"x2"MIN,"x5"MAX, HOST AND 5 115 PSF,10"O.C.MAX FOR a 15 T.'r..'SS. STRUCTURE DESIGN PRESSURES>115 PSF, gQ 14 9 0,0625"MIN. AIS Py • v 16 lb 1/4' a 24'It 12 �K-MAX. 14 0 24'CC ll-TCM-0003 9 14 0 N'0C It 15 SrACIFI 02 9 14 9 24'CC It is MAX. CORNER ANGLE: !mm—D"""LomE ti 15 12 0.050-3004.1134,3003-H14,OR BUIL OR 20 GA GALV A36 STEEL re 12 SOS2-H34 ALUMINUM; UT MOUNT CLOSURE DETAIL ALTERNATE CLOSURE DETAIL CORNER ANGLE DETAIL (V R B s le S°LONG HANDLE J RIVETED TO PANEL •/l{ d PUNCH HOLES IN Ui W 9 ADJACENT PANELS TO O W 3 m RECEIVE THIS BOLT W/PM N uu�'lJ NUT.PLACE PANEL OVER EACH ��!! ADJACENT PANEL AND FASTEN yp p C WINGNUTS FROM INSIDE u"Z•i 8 � c �gg c @ ��u 2Y:"xl%"WIDE NOTCH (TYP.BOTH SIDES) WALL MOUNTED S"x2"x46" ^^�� \J E�o ��• STUDDED ANGLE —_�"'^"•\,c- i31p Yi-20 x 1"MACHINE SCREW STUD �, e WITH WASHERED WINGNUT @12"D.C. (CONNECTS TO ADJACENT PANEL) v 1/4.20X3/4 KNURLED STUDS W/ I 3/4" t®• WINGNUTS SPACED AT 12"O.C. O l�9-- Wo I'+ FASTENING PANEL f 9 � a WTD �� EXISTINGMOST 6t3 0 I STRUCTURE --�+• WALL MOUNTED 5"x2"x Ya 'b STUDDED ANGLE p Y7 MAX u CONNECTSON TYPE Cl ANCHOR PER ANCHOR OOARxJrt1AAh7t1.0Di Pt SCHEDULE ® INTERIOR FASTENING ANGLE ASSEMBLY 03 THESE DETAILS DEPICT THE CONNECTION OF 02 ANY PANEL FOR AN OPENING WITH PANELS EAfl _ t INSTALLED FROM INSIDE.USE OF THESE DETAILS SHALL BE IN CONJUNCTION WITH AN "H"HEADER OR"U"HEADER TOP MOUNT. �� e UNLIMITED WIDTH .�''r��t�P�• (PERP.TO PANEL SPAN) - •`'. TYP. 12"MAX.ON CENTER PANEL ATTACHMENTTO MOUNTING HARDWARE OR DIRECT MOUNT r 0. 6,5cQ 2 M POLYCAR00NATE PANELS h ! Wlxxxx 1 A u FASTENED TO ADJACENT STORM Q w U W PANELS WITH y.""-20 SIDEWALK [7 m w$ ' BOLT AND WASHERED WINGUT ALLOWABLE Z a `j ATMIDSPAN,TYPICAL. DESIGN PRESSURES Wt WITH ALTERNATING ALUMINUM AND Lq Lq J POLYCARBONATE PANELS E +55 PSF ` fo F TYP. -58 PSF h` NOTE:ANY INSTALLATION WITH ALTERNATING ALUMINUM AND POLYCARBONATE PANELS SHALL STIP. b ryNOT EXCEED THESE DESIGN PRESSURES. W�'�8 NOTES: D P' Fa.,a{ g >� 1. TOP MAY BE SLOPED OR RADIUSED TO MATCH GEOMETRY OF OPENING. y „•� MOUNTING HARDWARE MUST BE ROLL-FORMED TO THE RADIUS;NO D nt NOTCHING OF MOUNTING HARDWARE TO ACHIEVE SHAPES 1S a333 ALLOWED. zm: tL 2. STORM PANELS MAY BE MOUNTED VERTICALLY OR HORIZONTALLY. 3. ALU14INUM AND POLYCARBONATE PANELS SHALL ALTERNATE. S A. END PANELS SHALL BE ALUMINUM PANELS ONLY. E 3 TYPICAL ELEVATION WITH ALTERNATING g t ALUMINUM AND POLYCARBONATE PANELS } 7 N.T.S. EXTERIOR ELEV - INTERIOR GLASS SEPARATION NOT REQUIRED PER ASTM E1996.09 l Ia ypy� 1b s>! POLYCARBONATE PANELS END PANELS SHALL BE EMERIO$ POLYCARBONATE PAN FASTENED TO ADJACENT STORM ALUMINUM PANELS ONLY FASTENED u} PANELS WITH Y4'-20 SIDEWALK TO ADJACENT STORM o BOLT AND WASHERED WINGUT PANELS WITH -20 SIDEWALK ➢ �� AT MIDSPAN,TYPICAL. BOLT AND WASWIN HERED WINGUT AT MIDSPANr TYPICAL. 00'+rA1fMlAAW(LBFAYIpPOPY 11-TCM-0003 TYPICAL SECTION WITH ALTERNATING xu oz Pl1q!DE6C,RJPT10N1 z ALUMINUM AND POLYCARBONATE PANELS N 7 N.T.S. HORIZ SECTION �) © w Y F��pp��//����.0 4➢0,P.C. ,,s� Y1111)IGE L• 7I�A ANCHOR SCHEDULES: (SEE SHEET 9 FOR ANCHOR NOTES) EDGE DISTANCES AS NOTED _ EDGE DISTANCES AS NOTED - Sy_p2s l) Tp p 5,•0_' Spans Up To 9'•0" Spans Up To 12'•0" rj Sap ns UD To S'•0" moans Up To 9'-0" Spans Un To 12'•0" � � t LOAD CONN TYPE CONN TYPE CONN TYPE raa LOAD CONN TYPE CONN TYPE CONN TYPE '•. O !p O gg ANCHOR (PSI) O G ANCHOR (psI) - 30,N .`,c x G Cl G2 C3 . C4 C5 CI C2 C3 I C4 C5 CI : C2 C3 ! C4 1 CS x Cl ' CZ C3 CA C5 Cl C2 C3 C4 C5 Cl C2 t C3 CA CNJ. �1'•, D :I/A"ITW TAPCON 5YIT11 ]] 16.0":16;0" 16.0" 16.0"'16.0" 16.0".16.0"'16:0" 16.0"116.0"16.0";16.0"16.0"113.5"16__,0" t/A'lT1'I TAPCON IVITH 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"116.0"'S.6" 1G. Q� 0__. .. 3, _ ._.. - 't-3/4"EMBED AND 2-1/2" 4B 16.0"16.0".16.0"�1G.0"'16.0"16.0"16.0"16.0"12.2":16.0"16.0"'16.0"16.0"i 0.9" 17J" 1.3/4'EMBEp AND l"MIN. AB 16.0"'1 . I .O .�,IG_0" 16.0"16.0":16.0".5.1" 16.0"16.0".9.4"115.0"�7 17.2" A�7.. ., ._ .__ .. _._ ^ 16.0" 7.0'.f]_0=15.0 .7 .1 ..0. A MIN.EDGE DISTANCE(3192 62 16.0".16.0'16.0"'16.0"•111.0" 16.0"16.0"16.0" 9.2" 14.1"IG.O",11.0"36.0":64811-9-5"' EDGE DISTANCE(3192 psi G2, 10.0"46.0"t6.d"7.1'• 16.0"16.0"'14.4" psi hI1N CONCRETE) 76 16.0"16.0"•16.0"11.7"_4. 16.0" 9.8',16.0" G.2" 7.A" 12.2" 6.8" 11.4"A.6" A!J" 90 16.0' IG.O"16.0'.A.9" 1b,0"13.0" 8.4'1'16.0" 3.1" 8.3 12.3 .2 '12.3" 5.3" '- "- MIN CONCRETE) 76 t6.0 16.0"16.0,5.B 16.0 16.0 110.6 5� q. 90 16.0"16.0" ....T-- •, ..ry• 13.8"j G.]" 10.4,1'S.8" 9.7"/A.2„ 105.16.0,1fi�0" 164.9.9" 16.0" 13.9" 8.0" 134" 5.3" 5.9" 10AM1-5.0' 9 t" 7.9" 4.0" .6.B"Il1.B 5.0" 8.9"'4r:7." 3.M1" a W 6 �y' 105,16.0 15.13"16 0 4.1"',17.6"11.8"____/ _ 120 1 G.0 15.1 16 0.,,8.5:,17.3" 12.2'-fi 8 1I A" 4.6" 4.9 9.1 A.8' 7.>" 3.4" 3 4" 120 lE 0 .17.8 16 0 3.6 10.4"10.4 5.8"I 9.7" 4.2" 7 B 4:11-,6.:". ���� '{ { Z m a N 0" .010.0':16.0"'9.1' 16.0" q@3 ._...._.., .,. ,. ...�., .. .. ,. '-- ": ., ..16.01, 14.0"16.0"16.01146.0"116.0".12.2"16. 14 �-..� W 1/4`ELEM ED AN ON 1/2- 1 -... _ -11.1" 48 16.0"16.0"16.0.16.0"16.0'16 0'16.0 16.0 12.4 16.0,16.0,13.9 16.0":. 9.0 11 5 1,3/4 LEMBED AND.1 MIN.ULIRACON 4B 16.0 33 '.16.0 16.0 ^-- _ IG.O" G.0" 3 1 3/A Ef10E0 AND 2 1/2' 115.1".16.0"16.0"-.16.0"'16.0"� 16.0"!13.5"' MIN.EDGF DISTANCE(2700 62 16.0" 16.0" 16.0",16.0"14.0" 16.0":14.6"]G.0" 9.3"'17.3"15.7" 9.G" 15.3":G.B" 7.3" EDGE DISTANCE 2700 PSI 62 16.0"116.0"16.0"!11.T'16.0"16.0"114:7 16.0" 6.2,"11.9,14.8"'9.3'• 14.8" 4.C' 7.1" to J _____ 14.4 16.0" 16.0"10.0'16.0" 7.5";8.4" 12.5" 7J" 12.5"'5.5" 5.9" MIN CONCRETE)( 76 IG.O"'16.0"1GA"19.5 16.0 16.0 10.9 16.0 .+.0 .8.2 12.1 7.1 12.1" 5.2" 0 L�l psi hIIN CONCRETE) 7G 16.0"16.0"16.0" - 90 16.0'16.0"-16.0"11.9'164" 14.1',8.5" 14.1" 6_T: 6.A" 10.6" S.9" 9.9"7 4.6" 4.3" 90 16.0"16.0"16.0 Z9" 16.0"t7.6";8.3":13.6"I 4.7" G.2" 10.2",_�5.7"1 9.6" 4.1" 105 16.0"1 G.0" IG.O"10.0"113.9" 12.1" 7.0" 12.1" 5.3" S.l" 9.0�' A 9" 7.9"j UV' 105 16.0"•15.7"1 G.D" 6.7" 17,5"1 l.7 6.7 i 11.7"j/5�0" B.B" 4.7 !,7.7 /�� ~O 120 16.0"13.1":16.0"I 8.6"110.6' 10.6" 5.9' 9.9' 4.6'•1 4T3 7.9' 4.2' 'fi.T"' _ q§ 120__16.0"•12.7"16.0"1 5.8" 10.3"IOy2"•5.7" 9,6" 4,1 7.7" 4.0"1 6A" 1/4"ELCO PANELh1ATE 1 16.0"16.0",16.0"46.0"16.0"16.0"16.0",16.0'116.0".17.9"16.0" "' - " r"R 16.011,16.0" 13.2" b!/4T1.11N EMBIi. A8 14.0".56.0"16.0"Sfi.O ......--• - --� __ 16.0"16.0"116.01'16.0"IG.O"'IG.O" 16.0"12.6"•16.0"IG.O"16.0"16,0"!9.2" 16.0" (FEMALE,h1ALC,or PLUS) l/ 48 IG.O 16.0"16.0"16.0 16.0" 16.0 1G 0.10.0 12.0 116.00 16.0' 16.0"16.0 1]11 16.0, D STANCE _,33 16.0 �u-!-_ ' 4 2 MIN EMBED AND 2.1/2° 62 16.0"'16.0"16.0"16.0''16.0" 16.0' 16.0 16.0 9A �I4.0 16011.0 164 6.9 B.4 11/4 MIN.EDGE 1 62 16.0"'16.0"16.0"136.0"160 160 160 .160' 9.@' 16.0"16.0"15.0"�1G 0,170_.115" MIN.EDGE DISTANCE(7]50 i 3293 psI tdlN CONCRETE) psi MIN CONE) 7G 1G 16.0" .0"'14.5 :160" t6.0"12.3"16_0" 7.6" 9.7" 14.3" B.A" 14.3"'S.G" 0.2" ( 7G 160.,16,0"160' 14.5"160 IGD"160 160"•7.7" 13.2"16.0".11 A"160 5.7 IB.4" 90 16.0"16,0"16.0"'11.9"16:0_' 16.0"'9.B" 16.0" 6.3"1 7.4" 12.1" G.7" 13.3"I 4.7" A.9" O1----11..__�� � 90 16.0"'1GT.0"1G.0�12A"16.0 IG.O"13.3 IG.O"!G.4" 10.1"16.0" 9.2" 15.4 A.8" 6.7" p1 y Ir �TS4Ul14tt• 105 16.0"16.0"16.0"'10.1"'t 5.9"13.8" B4O"_13.8" 5.A" 5.0' I OA" 5.6 9 n�.0" 1.0" *lJ-" �1•'� 105 1 G.0"16.0"16.0"10.2"'16.0"16.0"10.9";16.0'^.5.5" 6.0"_11.2" 7.G"(12.4"'4.3"''Sy4" tl 120 16.0"15.0" 16.0" 8.7" 12.2"12.1"•G.7" 11.3" 4.7";4.9" 9.1" 4.8" 7.G %/�///,, __._ 120^ 16.0".16.0"16.0"'8.8" 16.0"16.0".9.2" 15.4" 4.8" 0.7•' 12_4" 6.5"_110.4";3.6" 4.6" E• .._ __. _.. lC a 1/1"IT1Y SAFIMYS SSC LV/ 33 16.0" I6A'_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 1/4.7D ALL POINTS SOLID- _73 1G�0"'16.0"16.0 16.0 16.0"16.0 :16.0":36.0".9;6"_16.0"16.0"16.0"!16.0".7.1" 16.00" NEL � 2.1'/4•h1IN Eh1BED AND ,.18 16.0"16.0"16.0" 16.0" IG.O" 16.0"•16.0"•16.0"16.0"16.0"16.0"16,0"16.0"'11_7" IG.0- SET WITH 718'MIN EMBED A8_16.0 16,0"16.0":11.9"!I6.0"16.0";15_8"116.0 6.5" 15.5"13_7•':9.6"_;13.7" 4.7" 8 2.1/2'M1fIN.EDGE DISTANCE G2 16.0"IG.O" IG.O"-14.0"16.0"18.0, 16.0"16.0"12.1"16.0"16.0"IS.G"IG O 8.9".,12_0" AND 1.1/1'MIN.EDGE 62 16_0"16.0"1G 0 0.2".:1 fi.0"14.1"110.1":14.1" A.9_" 8.51 fO G G 6,.10.6" 3.6".6" 5.1" ��9 d ' DISTANCE 3000 psi MIN �- 8.6"; C A (3295 psi MIN CONCRETE) 0" 1 0"13.9" 6.0" B.l" IO.r"10.0" 9.G" 16.0" 7 2 8 B ( 76 16.0"16,0"16.11' 7.5 16.0"11.5 7y4_.�11.5 7.9'_5.0 B.b !5.0' 8.6"��� 3.T ®2� D 76_ 16.0"16.0" 16.0"16.0"16.0"I& 16.0"16.0" 9.7" 17.8"16.0"11.9"16.0" CONCRETE _ lk 11'111'!!10 _ 16.0"1 "•16.0" 12.9".16.0"IG.O"11.4"16.0" 6.9" 8.4" 14.8" 8.0" 13.0".S.1" 5.7" '. OS_ 15.0",11.2"15.0_".5.2" 9.G" B 3 A.B"'8]" 7.5" fi_2" 3,4 6,B"j •O 90 IG.O'IG•d_16.0" 15.7"16. G,0" 6.9" 7.3" 4.4" 77 41 120 16.0"16.0"'16.0"11.2"'16.0" IG_0" 9.6"-16.0' 60 6.9" 12.9" 6.B" 10.9":4.5" 4.8" * U _.__,_ 170 13.1 9.0" 131 4.5' 7.4" 7_]" 4l'!6.B"j������ 55 ����/4.6 � 1/4.20 ALL POINTS SOLID- 33 16.0"16.0"]G.0"';16.0".16'•0_' 16.0"16.0"16.0"16.0"IG.O'16.0"16.0"16.0".12.0"16{.0" 1/4"POWERS TAPPER YATII 33 16.0"16.0"16.0"'14.3"16.0"15.4"l5A 15.4"'8.0" l5a' 11.5_'_30.9":11.5' 5.9" a, SET WITH 7/8-MIN EMBED 4B 16.0 16.0"16.0':16.0"'16.0"16.0"16.0",16.0"11.6"•16.0"16.0"•12.6"16.0".8.4"_10.4" 1.7/M1'h11N EMBED AND 48 16.0":16.0"16.0";9.9" 16.0"_10.6".9.1";10.6•';5.31.9.0" 7.9" 5.6"'7.9"'i 3.8" 4.6" AND 2"MIN.EDGE DISTANCE G2 16.0"16.0"16.0"16.0"i 16.0" 16.0'13.2"'16.0" 8.7",11.0"13.6" 8.6" 13.8"'GJ" b.6'• 1.1/2'MIN.EDGE DISTANCE 67 14.7""141.7"14.7"'.7.G" 11.7" B.2" 5.9" B.2"1 4.0 4.9" 6.1"'7.8" (3000 psi MIN CONCRETE) 7G 16.0"16.0"%16.0"'17.4"'16.0"15.0" 9.7"'15.0" 6.9" 7.6" 11.3",G.6" 11.3" 5.1" 4.9". (3000 psi MIN CONCRETE) 7G 12.0",11.9_12.0"1 G.2" 12.0" 6.7".4.3";6.7"1 7.2" 3.4""-6 90 16.0"11.1 Il,.D"11.0"16.0" 12.7" 7.7" 12.7" 5.8" S.B_' 9.5" 5.3" 8.9" 43" J.8" 90 101 8S" 10.1";S.l" 8.0" 5.6" " .6';105 16.0"14.6"AG.0 9.3".12.5" 10.9" 6.3" 10.9" 4.9" 4.6" 8.2" 4.4" 7.2" 3.6" 3.1" .Ii1lQ1110* 105 BJ�' 6.5" B.7".A.3" 5.6" 4.8" A.B" 3.2" F120 16.0"11.8" 16.0" 8.0"1 9,G" 9.5" 5.3" 8.9" 4.3" 3.8" 7.13A" G.0":7.2" 120 7.6" 5.2" 7.6"13.7" 4.3" 4.2' 7, 1/4"POWERS TAPPER WITH 33 16.0' 16.0' f6_0"116.0"�I6.0" 16.0",.16.0" 16.0"15.9"16.0"16.0"164"16.0"�1L0" 16.0" tj 1.3/4"MIN EMBED AND 3- 48 16.0"•16.0"_16.0".16.0"116.0" 10.0"16.0",16.0"10.6";16.0"T5-.8"l f.1"15.8 7.7" 9.2" MIN.EDGE DISTANCE(3000 62_16.0"16.0".!6.9",15.3"116.0" 16.011 11,7":16.0" BA"19.8"12.3 7.7" 12.3"1 5.8" 5.9" 3/4-MIN EDGE DISTANCE O _ .Spans •--�--^--'---^----'-- Spens Up Tn S,O_' SNans Uo 70 9'•0" an Up io 12'_0" _ PSI MIN CONCRETE) 76 16.0" 16.0".12.3"�36.0" 13.3"�B.G" 13.3" 6.4"!6.7" TOA".Kit" 10.0"1 A.7" 4.3" G LOAD CONN TYPE CONN TYPE CONN TYPE 16.0"16.0":16.0"10.1"116.0" 11.7" 6A" 11.3" 5.3"15.1" B,4" 4.7" .9 3.9" 7:1" 0 ANCHOR (Psf)IL6.0! ----•- •'------r------' Cl C2 1 C3 I C4 CS Cl I C2 ' C3 • CA CS Cl C2 ! C3 ' C4 C5 a , 13numaaamvr SOS 16,0"12.9" 16.0";.B_5" 11.1" 9.7"•5.6".9.6" 4.5"!4.1" 7.2";].9" 6A":3.3" x 3 - - 7 33 16.0"16.0"116.0"'16.0"•16.0"16.0"16.0"!16.0"!16.0"16,0"16.0"•16.0"16.0" 12.0" 16.0" �b 120 153"10.5"15.2"I.7.7"I B.5i B.5" 8.4" 4.7" 7.9" 3.9".3.4" G.3" 3.7" 5.3" 1/4'ELCO PANE __ .- --_- , -- - e9 C (FEMALE,MALE,OR PLUS)W/ 46 IG.O":16.0_'16.0"!16.0":16.0"16.06.0"16.0"16.0"116.0"�B.0" 15,9" G� ' 1.7/8'MIN EMBED 62 16.0"16.0"16.0"15.0'116 0 16 D :16.0"116.0"1 0.3" 16.0"16.0".17.7"'16.0"•G.1'•'10.2" G _�� pan Pte_ _ y 1 '^160 160.11.9".!6.0" 67 117"16.0'10.1"116.0"-4.9'• 75'• _ 16,0"1 .0'11. 3 A y 5 n UP To 5'•0" Sans U.To 9'•0" 5 s U To 12'•0" o,in1 encu _90 36 0 SG.O"IG._0".IO.r"IGD 16 0'11.8`16.0" 5 G B.9" 14.6"I 8.2"j13.7"-4.2" 5:9:: ES d 3 tj O ANCHOR (psi) Cl C2 C3 C4 C5 ClC2 C7 C4 I SCS Cl�C2 C3 CA CS „_ 120 16,0 10.0"16.0";B.9" 16_0"16.0" 9.7";16.0";4_8",;7.1" 12.5" 6.8"19.2" 3.S" 4.8 U g� £ o LOAD ]/4'MIN,' E"D •,' '• C G" ICS 1 4'LAG SCREW OR HANGER _33 16.0"16.0"IG.O 7.7"114A"14.6"'8.2":13.7" 4.2" 5.9" If.O 5.8";9.2" 3.1" A.1"_ 1/4"LAG SCR EW OR HANGER 33 16_0"•16.0'016.0"15.9'116.0 16.0'16.0'016.0 P8.9,116.0 16.0 16.0"16.01'P6. _ / 105 16.0''SEX 16.0"16-":16.0"16.0"1G.0"'16.0"1111";16.0"16.0".16.0"',16.0',0.2" 16.0" a y x y _._. i "._.�. .� ----" "'- I '-''-- - BOLT 1111TH LS•MIN 1HREAU AB 16.0°•16.0"16.0"'13.7"'16.0"16.0"16.0":16.0"'7.5"•16.0"16.0"16.0".16.0"'S.5" 15.1" ,. BOLT lY1TH 1.5"MIN THREAD 48 16.0"IG.O"..16.0".11.0".16.0" 16.0"16._0"•16.0" 6.0" 16.0"16.0"12.2"16.0"144" 10.1" E ! PENETRATION "-'" '--'- `-- "+ PENETRATION 1 _.___. -_ 5.7"' 6.0"16.0'12.6"'16.0';A.2".9.6" 42 16.0"16.0";16.0" 0.5"(16.0' 16.0"12.0.16.0" ASG"X10.7"17.4" 8.A" 13.4" 3.4" G.4" vl 62 16.0"16.0"16.0"'10.6"46.0"16__0"10.0';16.0 1 ._ _..... _ __ I 76 16.0":16.0"16.0" 6.9".16.0" 14.6" 9.4" 14.6" 3.7" 7.A" 10.9" 6.4" 10.9"1 2.7" 4.7" - •g 76 16.0"16,0"16.0 8.4",16.0"16.0"•14.1`!16.0" 4.6" 11.1"16.0" 9.6"112.0"'i 7.1" 7.1" �Bp __.._..__._ --.�--..._ Yi 3 90 16.0"16.0" 16,0":5.7":16.0" 12.3" 7.5" 12.3" 3.1"15.6" 9.2" 5.2'• B.6"'2.3" 3.7" V 90 16.0".16,0"16.0" 7.7" 16.0"16.0"11.2"16.0"i 3.9" 8.4" 17.8":7.7"117.9"I 2.9" S.6" ' _.._...--.... - id 10.5" 2.G"(A.5" 7A" 4.3" 7.d' 2.0" 7.0" 0 105 16.0"16.0"16.0"i 0.1' IG.O"15.8 21";15.8 3.3" 6.7" 11.9 6.4" 10.4";2.5"•A.G" RFRWLBDW=PE v * 103 16.0"14,1" 16.0"1 4.9" 12.2" 10_6" G.1"• _ 16.0"11.5 16,0" 4.2' 9.7" 9.2' S.7" 8.6" 2.3" 3.7" 6.9" 3.7" 5.8" �� 2.6" O *_, _ 120 16.0"16.0"16 0 1 5.7",14 0 13.8" 7 7 12.9" 2.9_.^5.6" 10.4" 5.5" 8 7 2 2' 3.9"„ 1, a 14 WOOD SCREW OR EMS 33_ 16.0" 16.0'%16.0".15.1';16.0' 16.0"16.0",16.0" 8.4"�164"I6A"16.0"IG.O"�G.2" 16.0" � 411 MOOD SCREW OR SMS 33 1GA"16.0"16.0':16.0"16.0"164"16.0"16.0"111.5"16.0"16.0"16.0"16.0 16.U" 11-TCM-0003 WOH 1.5'MIN.THREAD qB 16 0''16.0" 16.0"10.4"'16.0' 16.0 14 0 16.0" 5.6"113.8"12.2" 8.4" 12.2" 4.1" 7.l'• WITH 1.5'MIN.TIIRCAD 4B_16.0'16.0'•16.0"14.2"16.0"I6A"!16.0"1fi.0"'7.8" 14.0°16.0"14.7'•.LG.0" 5.7".12.1" BGLef OZ ___-.. __._.___ a PENE7RATION PENETRATION - 2AAARFHC9TPSOSII y a 62 16.0"16.0" 16.0".8.0" 16.0"12.6" 9.0" 12.6" 4,3" 7.5" 9.4" 5.9" 9.A" 7.1 A.5" 62 16.0"'16.0"16.0'11.0"16.0"16.0"15.4' 16.0" 5.9"•12.9"16.0 10.t"'1641.4.A" 7.7- PENETRATION - ...._---- 3 �@OININ1011NP _7G 16.0"16.0".16.0" G.5" 16.0" 10.2" G G" 10.2" 3.1":5.2" 7.T• 4.S' 7J".2.0' 1;l �q�N11p(p 76 IG.F 16.0"IG.O" B9"_;AtV 16.0"11.4"164_' 4.1 8.9" 17.2" 7.7",13 2;'•35 90 15.6"13.11".15.6"'S.4" 12.3" 8.7" 5.7" B.7" 2_9"14.0" 65'1 3.6" 6_1"1 2.1" 2.6" 90 16.0"16.0"16:0"!7.4"16.0"14.8" 9.0":14.8"i 4.0" 6_8" 11.1" G.2"110.1";7.0" 4.5" • �llll10181B800ID 105 13.3" 9.9" 13,7"'A.G"1 8.6" 7.A"!A.7" 7.A" 2.4" 3.1" S.G" 7.0" A9"j 7.1" '�1@18010{a3011P 105 16.0"14.0"16.0"1 6.3" f4.7"12.7" 7.3" 12.7":3A".5.4" 9.5" 5.1" 8.4" 2.5" 120 1I.7" 8.0" 11.7"1 3.9":6.5" 6.5" 3.6" 6.1" '2.1";2.6" 4.9" 7.6" 4.1" 120 16.0"13.8" 11.2"ll.l"•6.2"110.4"I 3.0" q.5" 6.7" 4.4" 7.0" 2.2" 3.1" �9 O B s (, ,,' ♦♦�♦ ` l�.l.JlC �i ANCHOR SCHEDULES (CONTINUED): _ • EDGE DISTANCES AS NOTED EDGE DISTANCES AS NOTED LOAD Spans UU To 51•0" $pans Up To 9'•0" Spans Up TO 12'•0" G LOAD $pans Up To 5'•0" $nuns Up To 9'•0" Spans tl To 32'•0•' CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE Fx ANCHOR (PSI) 17,,g ANCHOR (PsIJ i Fs = C] C2 C3 C4 C5 Cl C2 C3 i C4 CS CI C2 C3 CA CS S G Cl C2 C7 Cq CS Cl C2 C7 CA CS Cl C2 C3 C4 C S RI ®C4 �4Q 1.1/4 MIN/41 11W AEhiBED AND 40 12.8"12.8"12 8" 8.0""12.8" 7.1" 6.2' 7.1" 4.3" 6 0", 5.3" 3.8" 5 7" 3.1" 3/" 1. E2 MIN.EMBED4'ITW AND 40 9.4" 9.4" 9.4" 4.2" 9.q' S.2" 4.5" 5.2" 3,411 4A" 3.9" ,p N'f 2.1/2'MIN.EDGE DISTANCE 1"FEIN.EDGE DISTANCE •• m 333 G2 9.9" 9.9" 9.9" 6.Y' 9.9" 5.5" 3.9" 5.5" 3.2" 3.3" 4.11 4.1" G2 7.2" 7.2' 7.2" 3.2" 7.2" 4.0" 4.0" 3,0' 3.0" 1'' 1� ,..,0 76 8.1" 8.0" 8.1" 5.0" 8.1" 4.5" 4_5" 3.4" 7.4" 76., 5.9" 5.911 5.9" 5.911 3.3" 3.3.1 WJJJ zy2y U am>it� 90 6.8" 5.7" 6.8" A.1" 5.•i" 7.8" 3.8" �tmanwglam6� 90 5.0" 4.3" SA" 4.0" 105 5.9'1 4.41' 5.91• 3.4" 3.7' 3.311 7.211 - lugNluq 105 4.7'1 3.21 4.3" >>QQ UJ 120 7.1" 7.5" 5.1" _..,120 _ST' 3.7" Wm B any a L9 1/•1"E1.6ULTRACON LYITH 33 16.01'16.0"16,0" 10.41 16.0"11.3"11.3"11.3" 5.9" 11.711 8.51 8.0•' 8.5" 4.3" 8. 1/4'ELCO ULTP.ACON 77 16.0" 16.0"16.0" 11.4"16.0"11.7"11.3"11.3" 1.1/4"MIN.CMBED AND 48 14.0•'14.011 14.01• 7.2'• 1414^0" 7.8" 6_7' 7.8'1 7.9" 6.6" 5.8" 4.1" 5.8" Wttli 1.1/A`MIN.EMBED 48 14.0"14.0"14.0" 7.8" 14.0" 7,0" 6.7" 7.0" G.G' :LY711WT ,y 9 g 2-1/2"MIN.EDGE DISTANCE 62 10.8"10.0"10.8" 5.6" 10.8" G.0" 4.3" 6.011 4.5" 4.5" AND 1'MIN.EDGE 62„10.8"10.8•'10.811 6.1" 10.8" 6.01' 76 8.8" 8.81' 8.8" 4.5" 8.81' 4.91' 4.91• DISTANCE 76 8.8" 8.81' 8.8" 90 7_5" 6.2" 7.5" 5.911 4.11• 41111 90 7.5'1 6.21' G.4" A.8" 6.A" A.1" _ - 105 6.4" 120 5.6" 7.9" 5.6" ���$555 120 ' d 1/4"ELCO PANELMATE 33 16.0"164"1°,011 14.9" 16.0" 16.0"16.0"16.011 813" 16.0"12.7"12.0"12.7" 6.l" 17.7" m 1/4'ELCO PANELMATE(MALE_33 16.01'16.0•'16.0"15.6'• 16.011 16.0"I6A"16.0" 8.7" 16_0"13.2"12.5"13__2" 6.4" 13.2" •JJ (FEMALE,MALE,OR PLUS) ,'1,8 IG.O"16.0"16.0"10.2"16.0"11.7" 10.1"11.7" 5.5" 9.91' 8.8" 6.2" B.B" A,0" 5.1" OR PLUS)W/1-1/A"MIN AB IG.O"16.0"16.0"10,8" IG,O" 12.1"10.5"12.1" 5.8" 30.7" 9.1" 0.4" 9.1" 4.2" 5311 1n 1.1/1.1/4"MIN EMBED AND 62 16.0"16,0"16.0" 7.9" 16.0" 9.0" 6.5" 9.0" 4.1" 5.4" G.8" 4.2" 6.8" EMBED AND 2"MIN.EDGE 62 16.0"16.0'1 16.0" 831' 16.0" 9.4" 6.7" 9.4" A.4" 5.6" 7.0" g 9 3"MIN.EDGE DISTANCE j6, 17.3"13.1"133" 6.4 17.3" 7.A" DISTANCE 76 13.8" 13.6"13.8" 6.7" 13_x°" 7.7" 5.0" 7.7" S.7" 5.7" H m 90 11.2" 9.411 11.211 5.3'1 8.91' 6.21' 6.21' 4.7" d.4" u 90.11.6" 9.7" 11.6" 5.5" 9.2" G.5" 6.5" 7jC 105_ 9.6" 7.1" 9.61' 4.411 6.211 5.3'1 5.3" 105 10.0 7.4" 10.0" 4.7" 6.4" 5.5" 5.5" 4.2" 01 1 IT�I�iV�ll°� 120 8.4" 5.8" 8.41' 7.7' 7.7" 4.4" O 120 6.7" 6.0'1 8.71 4.0" 4.9" 4.8" 4.5" = 1/4"ITw TAPCON SG W/ 33 16.0"16.0"16.0"16.0" 16.0'1 16.01'16.0"16.0"11.3"16.0"16.01'16.0"16.01' 0.4" 16.0" o_ 1/A`111V TAPCON SG 1Y/ 33 16.0" 16.01.16.0"12.21' 16,0'1 16.0'1 16,0'1 16.0"16.8" 10.0"16.0"16.0••16.0" 5.1" 16.0" ,L u I-3/4"MIN EMBED AND 48 16.011 16,0"16.0"13.9"16.0"16.0"16.0"16.0" 7.6" 16.0" 16.0"11.4"16.0" 5.5" 9.4" 1,j�4'MIN. DISTANCE -AB 16.0"16.0"16,0" 8.4" 16.0"16.0"16.0"16.0" A_6" 16.0"16_0"11.4"18__0" 3.4" 9.4" D. 3 2.112"MIN.EDGE DISTANCE G2 lG.O"16.0"16.0"10.8" 16.0"16.0" 12.0"16.0" 5.711 10.0'1 12.5" 7.8'1 12.5" 4.2" 6.0" G2 tG.O" 16.0"16.0" 6.5" 16.0"16.0"12.0"fG.O" 3.5" 10.0"12.5" 7.8" 12,5" 6.0" 76 36_0"16.0"164" 8.7" 16.0'1 11E 8.8•' 13.6" 44.6j1 6.911 10.21' 6.0.1 10.2' 3.4" 4.411 76 16.0" 16.0'1 16.011 5.3" 16.0"13.6" 8.8" 17.6" 0.91' 10.2" G.0" 90 16.0"16.011 16.0" 7.31' 16.0" 11.511 7.0" 11.5" 7.9" 5.31' 8.611 4.8' B.1" 3.51' * (1771Lm1mN� 9- I6.0"16.0"16.0.1 4.4" 16.0"11.5" 7.0" 11.5" 5.7" 8.6" 4.8" B.l" 3.5" Ip, * () app 105 16.0"13.2"16.0" 3.7" 11_41' 9.9" 5.711 9.8'1 4,2" 7.4" 4.0" 4.51' 105 IG.O"17.2"16.0" G.1" 11.4" 9.9" 5.7" 9.B" 3.7" A.2" 7.A" 4.0" 6.5" _ 15.5"10.7"15.5" 53" 8.7" 8.8" 4.8" 8.1" 3.5" 6.5" 3.4" 5.4" _ t20 15.5" 10.711 15.5•' 3.311 8.7" 8.6" 4.81' 8_1" 3.5" 6_5" 7.4" 5.4" 1/4.20 ALL POINTS SOLID- 33 16.0 0""IG.o,,IG.o,, 16. 16.0"16.0"I6,0"164" 9,S' 16.01 1°.011160'26.0"17.0" 16.01' 1/4.20 ALL POINTS SOLID- 33 16,0"16.0.1 16.01'rl0.3"(6.011 13.4"13.41'13.4" 5.7" 13.4"10.1" 9.5" 10.1" 4.2" l0.1" ' G E; 9.0" .. SET IVIT117/°'MIN EMBED 48_I6_0"16.0"16.0"11.7" 16.0"15.9"13.8" 15.9" 6.4" 13.5"11.9" 0.4" 11.9" 4.G" 6.9" SET WITH 7/8"MIN EMBED 417 16.0"IG.O"16.0" 7.L" 16.0" 9.2" 7." 6.9" 4.9" 6.9"8.0" 9.2" 3.B" 9 AND 2"MIN.EDGE 62 16.01j 16.0i1 16.011 9.111 16.01'12.31• 8.8'1 12.3" 4,8" 7.41' 9.2" 5.6" 9.2" 7.5" A.A'• AND 1.1/4"MIN,EDGE fit 12.9"12.9"12.9" 5.5'1 12.9'• 7.2" 5.1" 7.1.1' 4.3" 5.41' 3.4" 5.411 DISTANCE 76 SG.O"16.0"16.0" 7.4" 16.0"10.0" G.5" 10.0" 3.9" 5.1" 7.5" 4.4" 7.5" 3.7" DISTANCE76 10.5" 10.4"10.5" 4.A" 10.5" 5.8" 3.8" 5.8" 3.0" A.A" 4,4" * 90 15.3'1 12.8"15.31' 6.1"' 12.1" 8.5" 5.!" 0.5" 3.2" 3.9'1 6.4" 7.6" 5.9" * n-♦-)11 90 0.911 7.4" 8.9" 7.7" 7.0" 4.9'1 30" 4.9 3.7" 3.5" 105 13.1" 9.7" 13.1" 5.1" 8.4" 73" 4.2" 7.3" 3.1" 5.5" 4.8" �--L--N 105 7.6'• 5.7" 7.6" 3.1" 4.9" A.2" 4.21' 3.2' 120 11.5" 7.91' 11.511 4.4" 6.4" 6.411 3.6" 5.9" 4.8" 4.0" 120 6.7'1 4.6" 6.7" 3.7" 3.7" 7.5" ® c 1/4"POWERS TAPPER L'1/ 33 14.01.14.011 14.0'1 8.81' 110" 7.9'1 7.8" 7.8" 4.9" 7.8" 5.8" 5.5" 5.8" 1.114"MIN.ENDED AND 48 9.6.1 9.611 9.611 6.1" 9.61' 5.3'1 4.G"15.3" A.5" 4.0" 4.0" ■ 3'MIN.EDGE DISTANCE 62 7.411 7.4" 7.4" 4.7' 7.411 4.11• 4,1" 0 76 G.1" 6.0" 90 5.1" '4.3'• 5.1" 4.1" M -- lgrim(a4uA1(� 4.4" 9.4" 320 e S ANCHOR NOTES: Ill( u 1. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 2. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING,ANCHOR SHALL BE ;6 E LOCATED IN CENTER OF NOMINAL 2x(MIN)WOOD STUD(i.e.314"EDGE DISTANCE IS ACCEPTABLE FOR ANCHORS TO WOOD FRAMING). 3. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE ONLY. 4. 14INIMUM EMBEDMENT AND EDGE DISTANCE SHALL BE AS NOTED IN ANCHOR SCHEDULE. " MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO,FOAM,BRICK,AND OTHER , •�ilp 9 WALL FINISHES. S. ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN,BUT ONLY PROVIDES C07/WGIRPiWRL6BCWdOPP MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE(S)SHALL APPLY. 11-TCM-0003 6. WHERE EXISTING STRUCTURE 1S WOOD FRAMING,EXISTING CONDITIONS MAY VARY. 8 LB 02 FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS,NOT INTO EAORP.6&C&1pi1011t s PLYWOOD. 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 DOLT") U.N.O. 12. ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE, 0 13. * DESIGNATES ANCHORS WHICH ARE REMOVABLE AND MAY BE USED FOR DIRECT G1 1 s MOUNT INSTALLATIONS.