Loading...
HomeMy WebLinkAboutProduct Approval Shutter Storm PanelsI r 1u11c1a .D LL11amg k-oae Online Page 1 of 3 �f; . � ���y�• �-��`���^{A'yi�, I��!'�a��'�y �l� �.�r•-.7��},;"'r,�,'�ti-� � �„ �+.r�i�, tF�=t �--' i'-' � r � T ' �`� �y.' f i � ' �{, '. ,� a'`"'�'Z�.-�'""u�,Mi�r a•;t��„� �i � .r::•.� �.,+,���J;�C'�ar��,,`'� L ,{, I � �, �3�'I� ff w��- �1s-= �?1 id ���1�j "� �•1" 3��� 0 1-. �!✓• {t b � .C� �"' ''' i � f� {vi * ,• Jr'ri•"! � 1' -�, S FF-.5� ✓*Jn rf=�t� 1 +� tli rt�0''s, : a 1 e 7 f? I T i f i?.^= _>...t_.`'.^.�V_ ..d:.J1 �•!"L`f .g,56. �!!ic=j;�5�'.,j: 9 '•e 'I'�.. y�'eir,-'_..G_�:..•_"_l..r_�3.:u._._A•�.�1 S.i:,r..s_._.,�...-r..-� i (O;l& DeL'3f0I1:I?1;ci aCis Home I Log In + User Regist2tlan ' Hot7opic5 j SubmitSurcharge SLaLs & Fzcts ( Publiczilons FBC Staff ( 6C:5 Site hiap I Links ( Search ( B1156i ies •s_ &: ;�sar,.product A roval ProfessibRa rt .USER: Public Per RegulationF-1 Product Aooraval M1tenu > Product or Aoolication Search > Acolicatlon Liet > Application Detail _-• �� �--�t: FL Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entry Quality Assurance Contract Expiration Data Validated By Certificate of Independence Referenced Standard and Year (of Standard) FL12856-RS Revision 2014 Approved Town and Country Industries, 400 West McNab Road Ft. Lauderdale, FL 33309 (954) 493-8551 tomj@tc-alum.com Frank Bennardo frank@engexp,com Thomas B. Johnston 400 west McNab Rd. Ft. Lauderdale, FL 33309 (954) 970-9999 tomj@tc-alum.com Shutters Storm Panels Evaluation Repoli from a Florida Registered Architect or a Licensed Florida Professional Engineer J Evaluation Report - Hardcopy Received Frank I. Bernardo PE-0046549 National Accreditation and Management institute 12/31/2016 ORLANDO L. BLANCO, P.E. Validation Checklist - Hardcopy Received FL12856 R5 COi Indeo 'J❑df FL12856 R5 COi Indeo 3.odf FL12856 RS COI Indeo 4.odF FL12856 PS COI indeo.odf Standard Year ASTM E1886 2002 ASTM E1996 2002 ASTM E1996 2012 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 http://•w-,A,w-floridabuilding.org/pr/pr_app_citl.aspx?param=wCTEVXQwtDgvEml fw vK4b. 7/23/201 5 Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved FL r I Model, Number or Name Florida Licensed Professional Engineer or Architect 1=L12856 R5 Eauiv Eauiv 2 od` FL12856 RS Eauiv EOUiV 3 odf FL12856 R5 Eauiv Eauiv 4 odf FL_12856 P,5 Eauiv Eauiv od° Method 1 Option D 04/28/2015 04/29/2015 OS/04/2015 06/22/2015 12856.1 10,050" Aluminum Storm Panel Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Shutter meets requirements for "Wind Zone 4" and Missile Level "D" as defined in ASTM E1996. See installation instructions for specific Design Pressure Ratings by size, additional use limitations and installation instructions. 12856.2 I "Safety Edge" Storm Panels Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +54/-54 Other: This product is not valid for use within the HVHZ. See Evaluation Report and engineering drawing for additional limitations and conditions of use. 12856.3 1240a Steel Storm Panel Limits of Use Approved for use in HVHZ; No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +100/-100 Other: This product is not valid for use within the HVHZ or Wind Zone 4. See Evaluation Report and engineering drawing for additional limitations and conditions Of use. 12856.4 I Aluminum Hinged Storrs Panel Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Shutter meets requirements for "Wind Zone 4" and Missile Level "D" as defined in AST M E1996. See installation instructions for specific Design Pressure Ratings by size, additional use limitations and installation instructions. Page 2 of 3 Description 0,050" Aluminum Storm Panel with Optional Clear Panels Installation Instructions FL12^o56 RS II Dwo odf Verified By: Frank L. Bennardo, P-E, PE0046549 Created by Independent Third Party: Yes Evaluation Reports FL12856 RS AE Eval.odf Created by independent Third Party: Yes "Safety Edge" Storm Panels, 28ga (0.018"") Steel, 0,022" Alum (pert and Non-Perf), Clear Polycarb (Full and Half) Installation Instructions FL+2856 R5 II Dwo 2.odf Verified By: Frank L. Bennardo, P.E. PE0046549 Created by Independent Third Party: Yes Evaluation Reports FL12856 RS AE Eva! 2.odf Created by independent Third Party: Yes 24aa (0.023211) Steel Storm Panel with Optional Clear Panels Installation Instructions FL12856 RS II Dwo 3 odf Verified By: Frank L. Bennardo, P.E. PE0046549 Created by Independent Third Party: Yes Evaluation Reports FL12856 RS AE Eval 3 od` Created by Independent Third Party: Yes .050" Aluminum Non -Porous Hinged Storm Panel Installation Instructions FL12856 RS II Dwo 4 odf Verified By: Frank L. Bennardo, P.E. PE0046549 Created by Independent Third Party: Yes Evaluation Reports FLi2856 RS AE Eval4.D& Created by Independent Third Party: Yes aaok Next ontacc US N J940 Norh hlonro= St -Met- Tallahassee -L 3235E Phone, ESr p-487-1824 The State Of Florida is an AA/EEO employer. Coovrioht 2007-2017 , S•aca of Florid PrnraN Statement :; Aooessibility St-t-lment :; Refund St2tjmert Under Florida law, mail addresses are public records. if you do not wen -,electronic mail to this entity, instead, contact the of.ke by phone or by traditional tional mail. ify u havour e-rmil addressle any qIn repone to auessonssplea eacontact 550.457a1 95. Pursuant to .� .vx.iuu i,uliul..tl� L,VLLG VI111I1e Page 3 of 3 Section 455.27511), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address It they have one. The emalls 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 hem. Product Approval Accepts; ;Lott_ B littp:// vww.floridabuildino,.ore/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvEm1i'WvK4b... 7/23/2015 24GA STEEL STORK PANEL ,,.. FOR USE OUTSIDE THE FIVHZ & WIND ZONE 4 ,.1 � UNLINITED VRDTII (PERP. TO PAIIEL SPAN) :• ❑ Q ; MAX. ON CENTER PANEL X. I DI i cP� HARDWARE DIRECT H UN HARD4�hUtE OR DIRECT PtOUNT. TTmmT �, G KEYHOLE PtlNCH DETAIL ALTERNATIVE HOLE DIA. OF 5/0- IS ACCEPTABLE. NOTE: TOP MAY BE SLOPED OR RAOIUSEO TO mactI GEOMETRY OF OPENING. MOUr1IING HARDPLIRE ttUSTB£ ROLL -FORMED TO TIIE RADIUS' NO rl0'ECHING OF t•IOUNTING tIARDVIARE'rO ACt11LVE: SHAPES IS ALLOWE8. TYPICAL ELEVATION WITH STEEL PANELS ONLY 1 GENERAL NOTES N.T.S.5. EXTERIORELEV eC Aweff, HURRICANE PROTECTION BUILDING CODE TIIC HIGH LOAD DURATION MINED PER NED IN ILL BE LESS THAN 401Y AS SHOWN. ETY FACTOR. WIND ZONES 1-3 FOR SITE :I IITCCTSHALL BE USED IN iPPROVAL SED LOADS. )S TO THE FSS 0.0232". NIPIUM ALLOY, UNLESS NOTED OTI IERWISE. ALI. TOLERANCES SHALL BE IN INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED WiT11 LAD[LS SFACI t) NOT MORE THAN EVERY TIRES LINEAL FEET PER PANEL D Olt 20211-T5 ALUMINUM ERIALS TO PREVENT BE USED ON ANCt10RS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. TABLE 1 ALLOWABLE SPAT! SCI MULE (STEEL PANELS ONLY) PANEL SPAN ALLOWABLE DESIGN PRL•SSURE 120" +35.0 PSF -30.OPSF 114" _+322 PSF -4F_ 1.i P8 _ 100" _ +-14.2PSF -44JPSF 100" +40.0 PSF _•1G.0 PSF 102° _ +40.7 PSF _ •40.7 PSf__ _ r5L'.1 PSF -50.1 PPSF+03-OPSF -03.OPSF n r734PSF -73.4 PSF +05.2 PSF_+100.0 PSF -100.0 MAX PANEI. SPAN PER TABLE 1 TABLE I NOTES: LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED. FOR SPANS BETWEEN TIIOSE INDICATED ABOVE, THE DESIGN PRESSURES FOR TI IE NEXT tIl311ER SPAN SI IALL BE USED. DESIGN PRESSURES NOTED IM rnBLE I APPLY TO ALL 1110UPITING AND ANCHORAGE CONDITIONS AND SHALL NOT BE EXCEEDED. 17 N =uw Z °I =:Il 0 OPTIONAL HORIZONTAL MOUNT N.T.S. EXTERIOR ELEV 14-2031 E •J, f 12.00` (COVERAGE) I-2.02'-I I-2.02•—I -f 14.375" (TOTAL WIDTH) @STEEL STORM PANEL 6.00°(COVERAGE)-- I-2.02"—I -- o,oz3z• N 0.332" HAIF PANEL 1 la STEEL HALF STORM PANEL 1101E: UAIrSTD014 PANELSIIAIL ONLY HUSED AS IN EUT) Plalfi.TO CLOSC TUE DINAMING OPEIIHIG THAT 14AY OE LESS TUA11 fUll NVIEL WIDNI n'P 12'PANEL COVERAGE 15 1/4" MAX TOTAL PANEL WIDTII 1b POLYCARBONATE STORM PANEL (—MAX. 5.230' 1/4-20X3/4 KNURLED STUDS W/ 1/4.20X3/4 KNURLED 1/4-20X3/4 KNURLED 1 WINGNUTSSPACEDAT12"O.C, STUDS %Y/ WINGNUTS STUDS W/WINGNUTS 0.]25"- m 11 (DIRE:CTION MAY DE REVERSED) SPACED AT 12° O.C. SPACED AT 12" O.C. —2.250"—I In 0,12a" n -1— _ (DIRECTION MAY BE (DIRECTION MAY BE 0,094" i 0.094" N 0.091°- 0.091"- 1 REVERSED) 11• REVERSED) -0.094° a 0.101•- - ° Z-1 z'—J/{� zl— ,,II{/{� 012i f � _ _ P..Sd aV 0.062•--2.OG'——2.06"—I 1.00D I_t•11IafI4Ul4-I 1.000^—�I.11NII4UI•I 2" LEG .632" LEG @"FI" HEADER O3 "U" HEADER 3a BUILD -OUT "U" HEADER @STUD ANGLE qa STUD ANGLE qi] STUD ANGLE SCE COUPOYC111 IIDTES SEE COUPONDIT NOIES SEE COUPoHEN] NOTES _1" 2" 0.3711' •1"O I . fr�,�� -�I- n-T] �( �1 .Me.jI—o.4_6s _11_a i - (1�\" I-0I.4065l1l1• OR3° 0.100••ll[ 315° 31 .090° 0.315" r0 r- ffIi°IFC/VYLA�Dz iN 11sOO4LT/nSrTUx Ds .r II �curar(rOf.45 1/4zo5Q./NEx (-0D0" W/ WINGNUTS' o— 1/4-20 SQ./NEx SPACED AT 12C0. 00-I- HEAD DOLE STUDS READ BOLT STUDS -I- W/WINGNUTS 0.090"W/WINGNUTS (LEG DIRECTION _— --0.006" II' wD.cI�ZrSr'<m uOrc.SuZvS" m SPACED AT 12" OC (TYP) SPACED AT 12" OC 14AY BE REVERSED) I-1", 2, 3", 4" OR 5"—I O7 BUILD -OUT "F" TRACK @"F" TRACK Ba "F" ANGLE TRACK OTUE @ANGLE COMPONENT NOTES ANCHOR HEADS 14UST NOT INTERFERE WITH INSTALLATION OF THE: PANEL. TI IE FIRST AND LAST ANCHOR 114 ALL •R ACICS SHALL. BE INSTALLED WIT[ 1IN 7111 FIRST 3" AND LAST 3, RESPEL 110LY. INSTALL ALL ANCI IORS PER TIIE REQUIREMENTS LISTED IN TI IL ANCHOR SCI IEDUIE. r0.125" ' 0.44" I-1-0.073' Ir In c0 25"T 1I r N 313" h `\J I_ n 25" 7Mif,C3 �- • -D•D vJ(�1 -� ,j,- r�I11,�11111�' �l C-tllllll��- 1��111,4111111�11� �I �11111NIIIIIIINIV Palm 9 WASHER WINGNUT O o.3D"-I 1D KEYHOLE WASHER O ——� 11 1 4 20 S HE)( 12 1/4-20 316 SS MACHINE 3 Q,/ 13 �/14x�4 1R 1 4-20 -L 15 1/4 -20 O —- 11011-RECESSED FLAT SURFACE TYPE WILY 20 r>A, GALV. STEEL n=.030.1 G4AnE a RR D050' M.UII BOLT W/NUT HEAD BOLT SDSISMS SCREW SIDEWALK BOLT TRUSS HEAD BOLT ALLOY (3004-1134) REQUIRES USE OF KEYHOLE YLISHER III DIRECT MOUNT I&FLICA11WIS 14-2031 0 CONNECTION TYPE C2 EXISTING CONNECTION TYPE C2 ,{......:ileq�,l�°u�' ANCHOR PER ANCFIOR EXISTING SCI IEDULE 51'RUCTURT: P ANCHOR PER AND IOR n0 =`<I ',1'''•, SCHEDULE n 1105T 0.327" CONNECTION TYPE C2 �' 12 n I•°°' sraucTuae / rinx. @lz" o.c. hl`y . '�Je} 12 1 5 UI(1 i �., AMOIOR PER AF1CtI0R EXISTING .3 0.• 37" O 13 J : �i SCHEDULE _ IIA.f. s - '/:- ••• MAX EI•fOED. , HOST 1141 V UV. Q •CNBEi 0.1137" STRUCTURE - b' MAX y,• NAX EM/OED(, y• '1 �cva.•.:c-rr.EFY'•r I RI S I w G� t•i<�i.yrironon.�.ril"xec• r11 III, �IIU ' -I£ _'"Trj i Np,,.!!r-.'n u0i� —I --�O • f�i}' %=rot,lh 1•�r ,'� ,.,f . _�y. - - L /U• .'lOa I /VIA/ .O N ///M'U4\.. n/ q f - d In X ,.�,,•r: ,n / �/ ,L t - - t]/ Qi a /11�t1 IyiU Wd i -��}� — - 11°J ALT. LEG DIRECTION It, 1-- Ni � � 3 GLASS SEPARATION Ib S COrINF.CTION TYPE f3 U] m'^ 3 " °+ GLASS SEPARATIONI / J NOT REQUIRED l- AFICtIOR PL•R AFA CHOR �t —GLASS SEPARATION IA K x 3 FIO'f REQUIRED -`� SCHEDULE NOT REQUIRED W E' q Cl O��A "H" MOUNTSECTION BOBUILD-OUT "U" MOUNT SECTION OC ALT. BUILD -OUT "U" MOUNT SECTION M = GLASS SEPAM'rIom m NOT REQUIRED ALT. LEG DIRECTION GLASS SEPARATION - CONNECTION TYPE C3 NOT RCQlIRED CLASS SEPARATION ANCHOR PER ANCHOR NOT REQUIRED - SCHEDULE_ I COD Ib 1W j ri uRi EXISTING -_ - I•: I..YYii=JJ [C o jS a HOST ./j y- - to Tea 8 M w 1-'/ �n ,Z ]/•1-20X]/•1 SIRUCIURf: ��j ul iu N`T° �:J �j!•'' a 1(t7URLE0 //' / _r O.g37" / - z 1-'`yb z•S >: O o . Ef-IOED.° v Ib /P a t: - MAX.O F � STUDS SPACED o� y, J 1!!1 Jet i !J 12" O.C. NAX • �1 _ ' Z w o ,' - �.� •— a t7 J 1!�! II a EXISTING DE IiOST y�) ' •-� i £ to / _ • •1° 11 t 11i,. UI - I v —I- STRUCTURE - FM. v -3 E ab 0.•13T _ 3 ` EXISTING / MAX I 1�Io`(Ib� CONNECTIONTYPECS HOST In ih ANCI (TRPERANCl FOR SCHEDULE. +�+��Y�'' � 'v CONNECTION TYPE Cl CONNECTION T�F. C3 FASTEH 0 6" O.C. OR Ir O.C., BUT DO �' Ti STIil1CfUIlE CONNECTION TYDF CS i t- ANCIIORPERAMCtiOR AF...... PER ANCHOR NOT EXCEED ANCI IOR SCHEDULE , ANCHOR PFR ANCHOR SPACING. KEYFIOLE SYASHEII REQUIRED o SCHEDULE- SCIIEOULE -sCIiEDULE IFANCHORED YJITII TRUSS 1lEAD DOLT. Lt�_Tj @STUD ANGLE WALL MOUNT SECTION ©BUILD -OUT "F" TRACK SECTION ODIRECT MOUNT SECTION CONNECTION TYPE C2 EDGE EXISTING ANCHOR PER ANCI IOR EXISTING DIST. S' CONNECTION TYPE GI I IOST A A SCHEDULE HOST ANCHOR PERANCHOR GLASS SEPARATION_ Ti S _ • i g STRUCTURr: U•G2.i"/ STRUCTURE w SCHEDULE NOT REQUIRED En / EI-00ED./ tJ II ::ti„ :i�:ti•T.. F„ Q �,��/�' 1 � F � (� _-- - �X�@yS •-DEG/ �, 9 to 7 d MAX LEG DIBE REVERSAY i O.625" M1 m OE EVERSED�- 111 Ih ANCI IOR PER ANCHOR / ` II CON1211MONTYPCCA EDGE �� [OvtttlgRiMn(LCRnUnWPE Dlsr. 14-2031 GLASS SEPARATION I SCHF.DULE- ALT. LEG DIRECTION I I" "' NOT REQUIRCD l— pnceEoescPirriou: CONNECTION TYPE C2 ANCHOR PER ANCHOR GIJLSS SEPARATION EXISTINGSCHEDULE FIOT REQUIRED HOST °ilfl STRUCTURE O"F" TRAGIC MOUNT SECTION @TRAP "U" HEADER SECTION UTRAP STUD ANGLE SECTION ] 1 P ntlnnnD, nE: ITEM 913 @ 12" O.ES C. tfA%. 2"x5°x]/0"x CONT. 6063 T6 ALU14, IN BETWEEN TRUSS, ALLOY ANGLE WITH (3) 1/4°0 WOOL,."' COINCIDENT WITH ANCHOR LAG SCREWS WITH 2" MIN. EMBEQ� ROW CENTERUVE INTO WOOD @ EALIJ RAFTER 01:' EXISTING WOOD 3 TRUSS, 24° O.C, MAX. WITH 1--*�{. -1.5°- -1.5'- MIN. END DIST. A TRUSS Olt RAFTER ND 3/4" t4IND�iE: GLASS SEPARATION I DIST. WHERE ANGLE IXTEND$1• fi -• Ca 24° O.C. MAX i COid_IiCWON TYPE � � NOT REQUIRED THAN G° DEYOND LASS. - • ' I:ND GLASSSEPARATION G=0.42141N . _ tJOT REQUIRED ANCI OR PERANCITOR ( ) / ANGLE 70 NEXT7RI15S. T• IQ- SLIIEDULE m o,qlu p �-CXISTHJGWOOD ��ii��� Ab, •F\���� CONNECTION TYPC C4 uo I 1 • II ¢ ¢ W1' T1 u OR STUCCO FlNISII //��/ •Y„t 'qsV 2.1 ANCHOR PER AfJ-OR w u lJ L� _ 11 DIATERfAI ///IttLLNN MIT—rZLy- SCHEDULE -1°-I O �w t] y i . I 1 O °' -1"_� %° 1 1-1"a 0'-4" MAX PANEL SPAN > W _t" a < o -:,'.�.`, I :� n ...`.I 1 II Is }. . _I_ 16 O T•fAX MAX DESIGN PRESSURES: ¢ UI z 4 TO G-0.42 WOOD MIN: IN: +/-SO PSF L�Xj NO G EXISTING w 'EMO ` I 0 / /N In M :t W /.'•'-,. (m' STRUCTURE3 EDGE EXISTING DIST. _ • to ,t1i G• O.C. MAX HOST GLASS SEPARATIONJ / STRUCTURE " ALT. LEG DIRECTION NOT REQUIRED - �: CONNECTION TYPE CS M ANp10R PER AIip10R SGIEDUtt r• 7O'F" ANGLE TRACK MOUNT SECTION K REVERSE- "F" ANGLE TRACK MOUNT SECTION IOCEILING MOUNT/BUILD-OUT SECTION �a o e 2 E o n AIR GAP NRICK h,ENT:ER ffi Pf:R A$TI.1 C62 (1 _ LEG DIRECTION GLASS SE-PAMTION MAY BE REVERSED 2 GLASS SEPARATI N - / NOT REQUIRED m _T I` ` CONNECTION TYPE C2 L Ln m y n AN_ N01-REQUIRED TOR PER ANCHOR 0.437" I IIL 1-6" MAX—{ I ��_ t•1AX Z iq o� > J J / r LY.ISTING WOOU �� /• o a x 9 Yen STUDS SPACED �`� E+f0 O � ( w @24° O.C. 14AX -� •+ _ 0) EXISTING ,-6" I•VOL—, I•NX n • , yy,` £� m G=0.42NIN /'V— V f105T to �'" EMBED. ( STRUCTURE I Y -- g' a° t6 mil~' � _ 6 " L• _ 9° O.C. I.1AX l'J n Y GLASSSEPARATION L�^If O� u i EXISTING I°r.4"xD.125" 6063-T6 ALUNINUI4 TUBE (2) 014 YJOOU SCREWS OR i;° VrG SCREWS NOT RT: UIROD to I— HOST AIR GAP CONNECTION TYPE C2 OR 2°x6" I'I• WOOD DEAM lYl1-RE BEN•, WIT)1 2' EI.IDEDI.IENT ,�" MINIMUM EDGE Q ' EX-fEfJOS 1•fORET1IAIJ G" OVER LASE DISTANCE MJD 1-3/•IL h1IIJ1MUi•t F.IJU STRUCTURE BRICK Vf:WEER ANCHOR PER AWp10R a en STUD, EXTEND BEAM tJDD-SJUn DISTANCE TO 6=0.42 MINIMUM WOOD PER AST14 C62 SCHEDULE- STUDS SPACED 24° O.C, MAY. fAP7101111INKL IUMMAE O STUD ANGLE BUILD -OUT MOUNT O "U" 1-(EADER BUILD -OUT THROUGH VENEER OVER OO DIRECT MOUNTTHROUGH VENEER OVER STRUCTURAL 14-2031 SCAM U SECTION INTO STUD WALL STRUCTURAL BASE SECTION BASE SECTION r/ce "escmvnnn: 40 c AIR GAP BRICK VENEER EXISTING rrPER ASTN C62 tlos-r C�/�1/7A7= I/ U [ag or� N i n CONNECTION JALII— TYPE CI 1/4-20X3/4 CONNECTITYPE Cl =6" MAX-1 APICI IOR PERCLKNURLED ANCHOR NEOE STUDS SPACED SCME-DULE- 12" O.C. WIX GLASS SEPARATION NOT REQUIRED O STUD ANGLE THROUGH VENEER OVER STRUCTURAL [SASE SECTION EXISTING IIOST ALUMINUM ANGLE CLOSURE STRUCTURE PIECE: Vx2" FIIN, I"x5" MAX, n n 0.0625" MIN. THICKNESS. EXISTING I LOST STRUCTUI • 9 M e 24. nc 1 l0 16 1l 15 OR TRAP MOUNT CLOSURE DETAIL O GLASS SEPARATION ALT. LEG DIRECTION NOT REQUIRED CONNECTION TYPE C3 ANCHOR PER ANCHOR }T SCHEDULE - rI z Q F- N ul p U ' ��0.437" —I- MAX W1.10 EX STING 110ST AIR GAP- CONNECTION -TYPE C3 STRl1CRIRE ANCHOR PERANCHOR IOR BRICK VENEER SCHEDULE PER ASTM C62 ® BUILD-OUT'T" TRACKTHROUGH VENEER OVER STRUCTURAL BASE SECTION rjEXISTING HOST I•tAX. - m -;• • STRUCTURE -I- • 11� I/,I"- / ALUMINUM ANGLE CLOSURE MAXI OUiLD•OUr PIECE: 1"x2" MIN, 1"x5" MAX, DISTANCE 0.0625" MIN. THICKNESS. ANY ANCHOR PER ANCHOR SCHEDULE, EXISTING SPACED 24" O.C. MAX FOR DESIGN ACE: INUFI MIN,ANGCLOSURMAXE IIDSi PRESSURES S 62 PSF, 12" O.C. MAX PIECE;1"X2" IN. HICK ESS. � �- � -FOR DESIGN PRESSURES>62 PSF. 0.0625" MIN. THICKNESS. STRUCNRE 1 In Ih �K HAX. -MIA e21. OC 7 N e 24. CC II 15 I In m ll IS 1.^. 12 OT BUILD -OUT MOUNT CLOSURE DETAIL OU ALTERNATE CLOSURE DETAIL Flnx. ` EXISTING II05T" SO WALL MOUNT CLOSURE DETAIL l' J Il Is f4 0 P1I�y . = RV e 24• nc V _ e2a•n: d 4• I 1 m If•IAX. _ CORNER ANGLE; 0.050" 3004-H34, 3003-111.1, OR 5052-1134 ALUMINUM. OV CORNER ANGLE DETAIL OR 20 GA GALV A36 STEEL 1 14-2031 1 m PUNCH ii"x1" HOLES IN ADJACENT PANELS TO RECEIVE 71US DOLT L'J/ PM NUr. PLACE PANEL OVER FACII ADJACENT PANEL AND FASTEN WINGNUTS FROM INSIDE U u WALL MOUNTED 5"xXrY'/p J STUDDED ANGLE %'-20 x 1" I•fAC111NE SCR�Tl':j , WITI I WASI IERCD WINGNIIT C"1 (CONNECTS TO ADJACEN 1/4-20X3/4 I;NURLEO STUDS W/ WINGNUIS SPACED AT 12" O.C. O EXISTING 1105T ColINECTION TYPE C1 ANCHOR PER ANCHOR 5" L014G IWJDLE RIVETED TO PANEL U z i"xIV," WIDE NOTCI (TYP. BOTII SIDES) - --1'-2" 3, -yl----------------------/(,--=f Io"A 1101.E POR J FASTENING PA1Jr:1. � —T---------------------(�)— II — —,- WALL MOUNTED 5"x2"xlu" STUDDED ANGLE - OW INTERIOR FASTENING ANGLE ASSEMBLY THESE DETAILS DEPICT THE CONNECTION OF ANY PANEL FOR AIJ OPENING WITI I PA14ELS INSTALLED FRO14 INSIDE. USE OF'r1iESE DETAILS SIJALL BE IN C01411114CTIO14 WITI I AN "li" HEADER OR "U" HEADER TOP MOUNT. v m N LI? R �RI rnrn�a �C•n O M �rov��r �E �s +A r o L 14-2031 00 HI�JJ�c t. oEntimuo, v.e.1 I UNLIMITED N1R�(�Ih�1AD/q" WIDTH `````BLLI • (PERP. TO PANEL SPAN) ��� •b ' 12" MAX. ON CENTER PANEL ��` ilpL`,q.,�h ATfACI IMENT TO MOUNTING HARDWARE OR DIRECT MOUNT.�;' vQ An�� POLYCARBONATE PANELS FASTENED TO ADJACENT STORM PANELS WITH %"-20 SIDEWAUC BOLT AND `NASIIERED WINGUT AT PADSPAN, TYPICAL. NOTES: 1. TOP MAY DE SLOPED OR RADIUSED TO MATCH GEOMETRY OF OPENING. MOUNTING HARDWARE MUST DE ROIL -FORMED TO THE RADIUS; NO NOTCHING OF MOUNTING 1 WBOWARB TO ACI IIEVE SI IAPES IS ALLOWED. 2. STORM PANELS MAY BE MOUNTED VERTICALLY Olt HORIZONTALLY. 3. STEELAND POLYCARBONATE PANELS SI [ALL ALTERNATE. 4. END PANELS SI IALL BE STEEL PANELS ONLY. TYPICAL ELEVATION WITH ALTERNATING OSTEEL AND POLYCARBONATE PANELS 7 N.T.S. EXTERIOR ELEV INTERIOR PANELS SHALL BE POLYCARDONATE PANELS END PAN STEELLSSONLY FASTENED TO ADJACENT STORM PANELS WITH Vf -20 SIDEWALK BOLT AND WASHERF.D WINGur AT MIDSPAN, TYPICAL. TABLE 2 ALLOWABLE SPAN SCIIEOULE (STEEL WITI I POLYCARB PANELS) PANEL SPAN ALLOWABLE DESIGN PRESSURE 106" +33.3 PSF -33.3 PSF 102" +35.7 PSF -_35.7 PSF _ 139AP19F -30.8 PSF__ 00" +417 PSF -44.7 PSP__ 0.1" +50.6118F -50.0 PSF 70" � 57.0 PSF =67a PSF- 72• + GZ0 PSF - 67.0 PSF GLASS SEPARATION NOT REQUIRED EXTERIOR TYPICAL SECTION WITH ALTERNATING 0:) STEEL AND POLYCARBONATE PANELS 7 N.T.S. HORIZ SECTION 1�11� m a ¢ N tl� u LL � F > : ag �SSto zX �Qo3�z< Will TABLE 2 NOTES: /.%%//'� p a LINEAR INTERPOLATION a BETWEEN SHUTTER SPANS IS w NOT PERMITTED. FOR SPANS BETWEEN THOSE INDICATED ui ABOVE, THE DESIGN PRESSURES n FOR THE NEXT HIGHER SPAN S}L\LL OE USED. DESIGN PRESSURES NOTED u ° N 15 1,r IN TABLE 2 APPLY TO ALL MOUNTING AND ANCHORAGE * Y` CONDITIONS AND SHALL NOT BE EXCEEDED. 7 ? p o POLYCARBONATE PANELS FASTENED TO ADJACENT STODI PANELS WITH % -20 SIDEWALK y RO17 AND WASHERED WINGUT ' COP'IIltl1BRi/h71LllEttun AT MIDSPAN, TYPICAL. 14-2031 (SEE SHEET 9 FOR AIJCHOR NOTES) - O ANC110R lonn (psi) S ain +s Un To 6_0" CONN TYPE CI � C2 C3 C4 CS all Il I To 0'-0" CoTYPE Cl C2 C3 I C4 I C,' 50ans Up To 10'-1 CONU TYPE Cl C2 C3 C•1 .F a N 1/4"141LLCIIIU14 MII.LFAST WITH 1-3/4" FI•IDED AND 2-1/2"EDGE DISTANCE (3275ps114114 CONCRETE) =�1}if1}I}1}'}Q1}\}11> 35 IG_0" 1G_0" 16_0" 1G.0" I6_0" IG.O" 16.D" 1G 0" 16.0" 16.0" 16 0" I6_0" 16.0" 15.3 _ 46 57 I6_0" 16.D" iG_0" 160' 1G.D' 16.0" 16.0" 1G_0' 16.0" 1G_0" 14_5" 16.0_' 16_0" 16,0" 16,0" 11.2 16.0" ]5.7" 16.0" 16.0" 16.0" 16.0" 11.3' 16A" 16.0" 13.0" 16.0" LIM G7 76.0" 16.0" I6.O" 13,12' 16.0" 16.0" 14.3" IG.O" YF 12.r- 15.6" 10.2" 15,6" 7.4' 70 D9 IG:O_' I6.D" 16_0" 1G_0" 11 _U" IG.O" IG.O•' 11.3 IG_0" 0,0" 9.1�' 13.4" 02_" 13,4 6_3' I4.4" 16.0" 9.5" 12_3" 14_7" 9.3" 14_7" 9" 11.7" 6_T 11_7" 5.4' 10D I6_0" 12.0" 16_0" 0.3•' 9,9" 13_1" 7.9" 13_1" _G G_1" _-7.21' 6.0" 10.4" 5.9" 10.1" 4,0' rn " J Ip t 1/4" MILLENIUMMILLFAST VIM I 1-3/4" EI•iRED AND I" EDGE DISTANCE(32%Spsl I•IIB CDI{CRETI:) �C=�1}I}t}I}QI}I}I}1}I(% 35 46 1G.0" 16.0" 16,0" 16.0" 16.0" 13_7" 16,0" 160' I6.0" 16.0" 16.0" 16.0" I6_D" 16.0' 13.5. 10.3" 16.0" I6.0" 16.0" 16,0' 10.11 16.0" 16_D" 16,0" 40' 57_ 16.0" I6_0" IG.O" LI.1" 16_W 16_0" 15.0" 16.0' 0_0" 14_1" 14fi_" 10_3" 14_6" L33° _._ _ 67 70 16.0" 16.0" 16.0" I4_3" I6.0" I6_0" 7.3" 7.➢" 16.0" Ti.2" 15,5' 11.4" 15.5" 9.7" 12.4"-_ 0,1" 12A" 5.T 13_3" 9.11" 13_3" _G.7" 5.7" 7_Y' - 10_6" 6.S' 10_6" 4." 09 tali IS.G" 17.U" 115". 15.6" 6.T! 9.0" I!J" 7.4" 11.7" 4_7° 5.7 2_3" 5.5" 9_3" f 9.5" 13.0" 5.9" 7_U" 1D_4" 6.3' l0A" 4.3_' 4.U' U.3" 4.7" 0_I".( -+ac '[ __ _ 81251.151'//2' EYEVIALL AR14DR IUSERT tV/ 2- EMnEn AND 2"EDGEDISTANCE 2DDU s1 I43N COI{C ( p ) [�_�•- ) 35_ 16_0" 16.0" 16.0" IG.O" 1fi.0" 1fi.0" 16_0" IG_0" 13-%" 1G_D" 16.0" 16_0" Ifi^0" 11_0' _ 4G 16.0" 16.U" 16.0" 13_9" lfi_0" 16.0" 16.0" I6_0" 10.4" 16_0" 16.0" 16.0" 16.6" 0_1" 57 I6.0" 16.0" 1G.0" 31,2" 16.0" 16,0" I6.0" I6.0" 0.2" 16.0" I6.0" 13.3" 16.0" G.4" 1G.0•' 1GE ----�--- 16.0.. 9.4" 16.0" I6.0" lq.%" ---- 16.0" 6.9" 32.5" 16.0" 1fi.0" 5.4" _G7 70 16.0" 16_0" 16.0" 0.0' 16_0" 16.0" !l.fi" 16.D" 5:0" 9_3" 13.7" 0.4" 13_7" 1.6" 119 I6.0" 14.0" 16.0" 69"- ]2.6' 15_0" 9.6" I5.0" 5_1" 7.4" 12.0" 7-L" 12.0';•1.0_ tali 16.0'_ 12.3" I6.0" 6_I" 10.0•' 13.4_ 0.L" 13_4•' 4.5`' 6.2" 10.%. f,_1" I0.•1_' 3.G" J 012 S14S W/2.75 C-YUVALL AR14OR 111SERT V1/ 2.5" AND 2' EDGE DISTAIICf: (20DOpsi 11111 DISTANCE Colic) 35 16.0" I6.0" I E 1GA" 1G.0" I6.0" 16.0" I6.0" IG.O" 16_D^ IG.0. 46 16.0" 16.0" 16,0" 16.0" 16.0" 16.0" 16.0" 1fi.0" 14.0" 16.0" 16.0" ]6.0" 16.D" 11.5" ]6.0•' 1G.0" 1.6.0" 1G.U" 1G.0_' 16_0" .0'_ Ifi.O" L.%" 16.0'_ IG.O" 16.D" 16_0" 9_1" 67 16.0" 6 OD 160' IG.D" 1G.D" 13.•I" I6.0 16.0" - 16.0" 1GO700G. 7.0" I6.0"_13,4" 16.0" 16.0' .Il7.0_1G0" 16_0" 1G.0" 9.0"_ 0.6" 16.0" 12.➢"16.0"0.5" 16.0" _]G0 2_3" 16. 7.2" 1 9.= 15_4" !_ 91" _ 69 15.T' 57" 1 ]G. 6.3" 1 7.7" 13.7" 7.11" 13.3" `7G_,_7" 5.0" ri i� AANCHORANCHOR(p LOAD sO EDGE DISTAUCES AS NOTED spans Up To 6'-0" f.01)N TYPE Cl C2 C3C4 CS Spans I1n To 11-0" COLIC TYPE Cl C2tl I C4 I CS Sans t]n To 10'-D" ti C011N TYPE Cl C2 C3 C4CS 1/4" MY S.S. TAPCON W1111 1-3/4' FMBED AND 2-I/2- 1.1111. EDGE DISTANCE (3102 psi MIN CONCRETE) 3S 16.0' I6.0•' 16.0" 16.0•' 16_0" 160" Ifi.O" 16.0' 16.0" 16_0" 16_0" 1616^0" 16_0" my, G •16 16.0" 16A_ 16.0" 16.0" 16_0" 16.0 16.0" 16.0" 14.7" I6_0" 16_0" 16_0" 16A" I 57 16.0" 16.0" 16.0" 15.0" I6.0" 16,0' IG,O" 16,O" 11.5" I6,0" 1G.0' IG.O" IG.O" 9,0" I'15 67 WE1G.0" I6.0' 160 16.0" 16.0" 16.0" 13.3" 11X' I6.W 16.0" I6(' 16.0" 36.0" 14.2" 16.0" 16.0" 9.6" 0.2" IS_3" 11.4" 16.0" 16.0" 12.0" 10.3" 76.0" 16.0" 7�6" 6.q'_ 10 ' 7.BG 09 Ilia I6.0" 76_o- 1G.0" 15_I" 16.0" 16.0" 9_7" 0.5" 15.5" 12.3" 16.0" !LE_ 11_7" 10.0'• IG.O" 16.0" 7.1" 6.3" 9.1" 7.5" 14.0" 13.1"5_0" fl.7" 14_R" 5_6" 6_4" 1/•1' ELCO ULTRACON WERE I-3/4' ENDED AND 2-7/2' F1111. EDGE DISTANCE(2700 psi MIN CONCRETE) 35 16.0" I6A" 16_0" 16.0" M.Y 16.0' 16.0" 16.0" I6.0" 16.0" Ifi.O" 16_0" I6A" I_ AD" 46 16.0" 16.0" L6_0" 16.0_"16.D" 16.0" b7 16.0" 16_0" I6_0" i60_' 16_0" 1G,0" 16.0•• 16_0" 11.7" ]6_0" 16.0" 14,2" 16.0" 9_3" 11,0" 67 16.0" I6_V1 I6.0" 13_5" 16.0" 16.0" 15.6" 16.0" 9.7•' 13.3" I6.0" II.1" 16_0" 7.6" 0.7" 70 100 16.6" IG_D" 16_0" 13_1•' 16_0" 1G.0" ]1.3" 0_6" 16;0" ID.G" 16.0" 1G_0" L4_3" 12_3" 10.2" 0.7" I6_0" 16_0" 14.3" 0_2" 7_1" 6.3" 9.9'• 7_9" 6.6" 19.6" 12.0" 11.4" 9,0" 7.5" 6_5" 1q.6" 12.R" 11_1" 6.5" _S.G" 5.0" 6.0" 5.6'i 4.7" Ib 3 1/4' ELCO PANE114ATC- T:14ALF MALE oC PI11S WJ t•. EDGE DI T DISTANCE FUN, EDGE DISTANCE (3350 (3� psi t•11N COtIG) =Ignnlnlv�,n ;(, II10LA\\1N\111111> �(1N\101\\C(3 35 16.D" 16.0" 16.0" 16_0" 16.0" 16_0" 160 16.0" 16.0" 1116.0' qG 16.0" 16.0" 16.0" 16,0" 16_0" iG_0" 1G.0" 1G.D" 15_0" IG.D" 1G_D" 16_0" 16_0" 11.7" 1G_I" 5% _ _ 67. . 1W IG.O" 16-0" U 16.0" ]G.0" I6.U" _ 13.G•' 160' _ _. 16.0" 16.0' ., 16.0" 16_0" _, /6.0" 16.D" 16.0" 11.0" 9.0" 16.0" 1S,2" 16.0" 16.0" IG.D•' _ 12.%" IG.O" 16.0" 9.2" %•%" 13.5" EMIT, 70 16,0" IG.O•' 1G.0. 11.4_' IG.O" 16.0" 14.2" 16,0" 8_3•' 11_3" 16.0" 10.3" 16.0" 6.6" 7.0" 09 tali 16.0" 16.0" 16.0" 1S.D" 16,0" 7.9" 0.%" IS.q" 12`2" 16.0" 1G.0" 11.7" 9.9- 16.0" 16.0" 7.2" 6.4" 9_0" 7.5" 14_7" 13.1" O.G" 7.4" !4_7" 12.7" 5.7" S.1" 6.4" 5_A" z U 314" ITIV SAV114YS SSC I'1/ 2-3/4' 14111 EI1nED Alto 2-1/2' MIN. EDGE DISTANCE (3295 psi 1.1114 CONCRETE) f1--71 '[` IJ-tlllilllllll% _ 35 16.0" IG,O" 16.0" 16.0' 16.0" Ifi.D" 16.0'_ 16_0" 16.0" I6_0" I6,0" ]6.0" 16_0" l6_0" 16_0" 46 L6_0" 16.0" 16_0" 16,0" ]6_0" 16.0" 16.0" 16.0" 16.0" ]G.0" 16_0" 57 67 70 I6.0" 16.0" 16.0" 16_0_' IG.O" 16.0" 1E,0" 16A" 16.0' I6.0" q T KY 16_0' I6.D" 16.0" 16.0" I6.0" 16.0" IG,O" Ili 0" 16.0" 16_0" 16 00" 16.0" E" 12.7" 10.7" IG.O" 26_0" 16.0" IG16.0.,1616.0'.16.0" 16_0" 16_0" 16_0" 14_6" I6.11 I6.0" O,S' 14_3" 09 16_d' 16_0" 16_0" 12,7•' 16.0" 16.0" 16.0" 1G.0" 9,3" 12.9" 10.7" 16.0" 12_3" 16.0" 7.•1" 9.1" 100 16.0" 16A" 16.0" 11.2' 16.0' I6_0" 14.1" 16.0" 0.2" 16.0" 10.0' 16_0" 6.5" 7.7'• 1/4-20 ALL POINTS SOLID- SET VICDI 7/D'MIN EMBED AND V' lI EDG-D1 C I t{. C ETAN C (3000 psi MIN CONCRETE-) FlF� (�(p Uri r;E] _ _jL 16.W 16.0" 16.0' 1fi.0" 16_0" 16.0" 16.0" 16.0" 16.0" 16.0" 16_0" 16.0" 16.0" 14.7" 16.0" 46 16.0" 16.0" 16.0" 16.0" 16_0" 16.D" -- 16.0" 16.0" 13_9' 16.0" 1G_0" - 1G_0•' 16_0" 10.0" I6_0'• 57 16A" -'- 16,0" IS_0" 16_0" 16.0" I6.0" 16_0" 10_9' I6_0" 16.0" 12.0" I6.0" 0.5'• 1D_6" G7 70 1G_0" 16.0" 16,0" ]6_0" 36.0" 16_D" 12.6- f0.6" 16.0" I6.0" 1G.0" 16_0" I4.1" lI.l" 16_0" 1G_0" 9.1" 7.7" 12.0•• 0.9" 15_3" 13_2" 10_0" 0_1" IS_3" 13_2" 7,1" G.0'• 7_9" G_1" ➢-9 16.0" 14.2" 16.0" 9_1" 12.1" 14_4" 9.Y' 14_4" 6.6" 7.L' Il15" fi_0" 11_S' 5.2 5.0" lOD 1G.0" 11.0' 16.0" U.0" R. 12.0" 7_G" 12.D" 5,9" 5.9" 10.3" 5.0" 10.0" q,fi" 43" 1.4111. 1/4" POWERS TAPPER WITII I-3/4" I•II11 EMBED AND 3" EDGE DISTANCE (3000 psi 1.1111 CONCRETE) =}QI}QQI}4}111}I}93 _2L I6.0' 1fi.0" 16.0" 16.0" ]G.D" 16.0" I6.0" 16_0" 16_0" 16_0" 16.0" 16.D" 16_0" 16.0" 12.0" 10.0" 16.0" I6.0" 15.5" 16_D" I6_0" 16_0" 16.0" 16_0" 11.3" 16.0" 16_0" 16.0" 13.5'• 9_9" 7.0" LG.O" 15_2" 99.44" •16 IG.O" I6_0" 1G,0" 16.0" 16.0" 57 16_0" I6_0" 16.0" 13.0_' 16.0" 67 . 7R 16_0" ___ I6_0" I5.0" 16.D" 16 a., 11.5" 9.7" 16C0" 14_5" -___. 14_6" 12_S' 9.9" IG_0" 14.6" 0-3" 7.0' ID_7" 7_9" 13.6" 11_7" 0.9" 7.2" 13_G" 11,7" fi 5" 5.5" 7.0" 5_5" 69 16.0" 12.6" 1G.0" 0.4" 10.7" 12.0" U.1" 12_0" 6.2" 6_3" 10_T' 6_0" tali 15.2" 10.5" 15.2" 7.3" 0.5 11.4" G.9•' 11.4" 5 4" 5.2" 14-2031 oi- nHn1Drt (r: = vl 1/4" lAG SCREIY OR HMJGER 3! ODLT IY1T111.S''1•IIN 7TIIIEAD ql PENETRATION 5 Z (�J.IWUQA\\\Ul\V G� 71 v�; �(4444Pi•FhTJ4S'U• OS lD� 11 814 WOOD SCREW OR SI.15 35 WITH 1.5- JIIN. TURCAD q6 oPENETRATION S7 a11lWlIIIIIWnIIpI• 67 _ 76 -(IIIIt1111111111tt111U• .02 ion 1/4" ELCO PAHEISIATE 35 (FEMALE, MALE, OR PLUS) W/1 G 1-7/D• Nlll GI•wED S7 �Uu1;4h'u4tYyUp1> G7 �; Cis�m\Nt1nnY+ _ 70 Bplamnmav> �� _ROD C4 I CS I Cl I C2 1 C3 Aw ANCHOR NOTES: 1. ANCHORS SIIAI.LBE INSTALLED 1N ACCORDANCE Wlnl61AIJUFACTURERS' RECOMMENDATIONS. 2. WHERE ANCI IORS FASTEN TO NARROW FACE OF STUD FRAMJNG, ANCHOR SI IALL 13E LOCATED HJ CENTER Of NOMINAL 2x (MIN) WOOD STUD (i.e. 3/•1" EDGE DISTANCE IS ACCEPTABLE FOR ANCHORS TO 11100D FRAMING). 3. ALL CONCRETE NICI IORS SHALL DE INSTALLED TO 1,O1J•CRACY.ED C014CRf-TE 0NL7'. 4. MINIMUM EMBEDMENT AND EDGE DISTANCE SHALL OE AS NOTED 1N ANCIIOR SCHEDULE. MINIMUll f:14DEDMENTAND EDGE DISTANCE EXCLUDES STUCCO, FOAM, BRICK, AND OTHER WALL FINISHES. S. ANCTIOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED IIEREIIJ, 13UT 011l l' PROVIDES I-AX114UM ALLOWABLE ANCHOR SPACING. MAXIMUM AI.I.011AOLE SPANS AND PRESSURES INDICATED IN SPA14 SCIWOULE(S) SHALL APPLY. 6. WHERE FXISTING STRIJCTLIRE IS 1Y0OD FRAMIIJG, EY.ISTING CONDITIONS l4AY VARY. FIELD VERIFY TI IAT FASTENERS ARE 114TO ADEQUATE WOOD FRAMING MEMBERS, NOT INTO PLYWOOD. 11. t-0ACI IINE SCREWS SIIALL HAVE 141N11•fU14 Of-1/2" EIJGAGEI•IENT 0E-MREADS IN BASE ANCI IOR AND MAY HAVE EITUER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD ("SIDaVALI( BOLT") U.I4.O. 12. PVZZ-1 DESIGNATES ANCHOR CONDITIONS VJ111C11 ARE HDT ACCEPTABLE FOR USE. 13. 1. DESIG14ATFS AIICI IORS WIIICIl AOE REMOVABLE AND MAY BE USED FOR DIRECT MOUNT 1NST'AI.VQI0NS. 14. WI IE14 A14CI ORING TO I IOLLOW BLOCK, SOS DRILLS SI IOULD NOT DE USED TO DRILL INTO I IOLLOW BLOCK, IJOIL SI IOULD IMPACT DRILLS BE 0SED TO 114STALL C014CREYI: SCROIYS TO IIOLLOW BLOCK COHN C2 1 C 6.6" CS AHCHOR 1/4" ELCO PANEDJATE (FENALF, MALE, OR PLUS) 1-7/R• 6uN EARED �11S44hTd114n4fi� * flllDi4\\\\\1\1ntV> IDmmmmv. Z1/4" LAG SCFEAV OR HANG BOLT WITH Is, 1•1I14 TI ME, PENETRA17011 o >K =u:4\sllt/,snug B14 l'JOOD SCREW OII SNS WITH I.5" IHII. THREAD PENETRATION QumwnWlWnW> -[�numnnuunnu. 78 CONIJ TYPE LIC3I C4I CS C2 LIMUE 14-2031 o