Loading...
HomeMy WebLinkAboutProduct Approval Opening I Size 1. Accordion Shutter 53 x62 " (Front Window) 2. Accordion Shutter 261/2 x40 (Side Window) 3. Accordion Shutter 26 112 x40 (Side Window) 4. Accordion Shutter 74 x62 4 (Back Window) 5. Accordion Shutter 72 x80 (Back Sliding Glass Door) 6. Accordion Shutter 53 x 55 (Side Window) 7. Accordion Shutter 53 x55 (Side Window) 5 6 3 7 2 LO CIO cv rn U d' C co C m LL � � U r a U— S L OPYRIGHT ETEMPEST.COM SCALE: NOT TO SCALE DATE: Feb 06,2017 PAGE DESCRIPTION: Site Plan PAGE: OF 1 1 P Property Information Building Information Owner: Manley Wind Zone: 150 MPH. Address: I Villa Blanca Exposure Category: B Ft Pierce,F134951 Minimum Building Dimension: 30 ft. Mean Roof Height: 15 ft. JIL—R's Category: II Design Pressure Calculations Opening Location Device Device Device Max Positive Max Negative Number Zone Width(in)____j Height(in) Elevation(ft) Pressure(psf) Pressure(psf) 1 End 53 62 7 27.0 -35.2 2 Int 26.5 40 7 28.5 -31.0 3 Int 26.5 40 7 28.5 -31.0 4 End 74 62 7 26.4 -33.9 5 Int 72 80 7 26.0 -28.4 6 Int 53 55 7 27.2 -29.7 7 Int 53 55 7 27.2 -29.7 Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.5th Edition(2014)Florida Building Code. Page I of 1 fvt BCIS Home j Log In User Registration i Hot Topics Submit Surcharge Stats&Facts Publications ; FBC Staff i BCIS Site Map Links Search r { Z17 USER: Approval USER:Public User >Pr^.:1!!C(n-=f,piic tier'search>Aeel2atiOr Lisa>Application Detail kFL# {'�FLSI37jI25 Application Type Revision-"""' Code Version 214-- Application Status Approved Comments Archived Product Manufacturer of Town anouritry Industries io Y Address/Phone/Email 4 McNab Road Ft.Lauderdale, FL 33309 (954)493-8551 tomj@tc-alum.com Authorized Signature Frank Bernardo frank@engexp.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 Shutter"s,r7 n Subcategory Acc2b iri Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer wI Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Frank L. Bennardo, P.E. the Evaluation Report Florida License PE-0046549 __Quality Assurance-Entity--- _-. __.-—_-National_Accr_editation&Management Institute___ Quality Assurance Contract Expiration Date 12/31/2018 Validated By ORLANDO L. BLANCO,P.E. - - — - -- _-_____ ation_Che_c_list-Har co__Receive= - Certificate of Independence -L13 75 77 R5 COI _ec,2.ndf Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2006 ASTM E1996 2005 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 - r Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect ,r.., ........... . :::::.... Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/21/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/06/2015 Date Approved 06/22/2015 Summary of Products FL# Model Number or Name Description 13757.1 6.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes F_1._>77 R5S ,I__ Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo,P.E. PE0046549 Impact Resistant:Yes j Created by Independent Third Party: Yes Design Pressure:N/A j Evaluation Reports Other: See installation drawings for allowable Pi ;••- Eell.rc_f span/pressure combinations and additional limitations of i Created by Independent Third Party: Yes use. ' £ Large Missile Impact Resistant Accordion Shutter System 1 "13757 2� i 6 8KStreamllne Sfiutter=�'" 4- Limits of Use I Installation Instructions Approved for use in HVHZ:Yes 7-L-1':%5? r: _?I._ 'v::;__ i' Approved for use outside HVHZ:Yes Verified By: Frank L.Bennardo, P.E.PE0046549 Impact Resistant:Yes I Created by Independent Third Party: Yes Design Pressure: N/A {Evaluation Reports Other:See installation drawings for allowable Fl_.':.:iiiil R5 a vel' i, d` span/pressure combinations and additional limitations of Created by Independent Third Party: Yes use. 13757.3 ?E.A. Essential Facilities Accordion i Aluminum accordion shutter approved up to missile level"E" 1 for use with essential facilities and wind zone 4 applications. Limits of Use Installation Instructions Approved for use in HVHZ:No FL 'l iji7 _i-_ 3 D•n, _3.rr;If Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo PE-0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: +110/-128 Evaluation Reports Other: See product drawing for additional information, F'!_'. %i% R5 :'i_ E al 3.pd anchorage, etc. Created by Independent Third Party:Yes Contact Us::2641 Blair Stone RoTallahassee"FL 32399 Phone:850-487-1824 . __-- -�---'---- ----'------The-State:oFlorida Is-an AA/EEO�riSployer.—Couvnoht 2007-201-3-7 ofFlonda..::PFivacv Sta—e t cces lily Sbt in ::Refund 5tateTeny 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 850.487.3,395.'Pursuant to Section 455.275(1),.Florida statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department withan email address if ' they have one.The emails piovided may be used for official communication W.O.the licensee.However email-addresses are public record.If you do not wish to supply a personal address,please provide the Deportment with an email address,vl;ich can be made available to the public.To determine_if you are a licensee under Chapter 455,F.S.,'please click here." Product Approvat l!ccepts: <. :n Sr'fe 1 I ppppm7y� paEEryN 4M IrgS4y NARD0,P.E. -PRO3ECTION-VARIES _ \ll ENJiI"ji� 4.874"MAX. `� •' �jj �+ 7ji 0.080" ' I 0.062" 0.450" v� � � p. o 0 4.125" ` 1.708" 0.100" �--1.830" 0.062" ry 1.708" UL 0.100" N -I- �._ 0.080" 0.063" 0.195" w 0.195" 0 I 7- 0.060" 0.070" 0.060" 0.062" 2.820" }I''"�1.908"�{I ��+i�0",,�•A•' �j�T� vi iD 0.125" -T n 0.630" 0.530" 1.993"� I I �i� •Ta 0.062' �' 0.062' ,�- --- 0.143" 0.09G" �0.630" li -I 0.630° .�,.i .069"-1 0.971" 0.971"j 0.143" H "IN77j/ -'�'200„ 0 060" 0.0G 1. 70" 0.630" r� j13 W 0.062 0.062" 00' 0.630" 0.06.L-' OA62� U i m 0�a �.`. IJ w 4 SUPPORT LEG OPTIONAL � ,� 0.200 4 1 069"- � 0.062" 10.200' W -5,745"MAX. 1 069' 0 062" w 3 m 5.745'1 MAX. Q WALL Q BUILD OUT WALL \1 STREAMLINE CEILING TRACK (�STREAMLINE WALL TRACK a HEAVY HEADER/SILL LITE HEADER/SILL _��°'3 `u °'SCAL`E,HALF.SIZE SCALE:HALF SIZE SCALE,HALF SIZE '✓ SCALE,HALF SIZE -SCAIE+HALF 512E SCALE:HALF SIZE •+0 WHERE SHOWN,SCREW BOSSES ri y &FELT GROVES ARE OPTIONAL n ON ALL EXTRUSIONS a.B74`}- #65 0.875" 2.195" 2.195" 1.230' $ ,1.229' 0" aT1 T0.7 2.655. yOj -I-• I 1A in •w t ( 2.362" <069" 'ry O.1g5' -T4.64" 'a n �/ry0.105" "' a.075" n Q I 0:5 �-' L� p_ _4.510' 0. 0 781" i NOTE:TESTED THICKNESS OF a �� _y ---•---•4.510"- �- 3.506"-�-{ BARE METAL W/0 PAINT 15 0.039" m SILL r--'\ SILL ADAPTER 4-,/EXTENDED SILL p EXTENDED SILL ADAPTOR I ADJUSTABLE SILL BOTTOM 3 6 8 STRE'AkliiE SLAT= LADE �� s g SCALE,HALF SIZE `✓ `�-� SCALE,HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:=HALF-SIZE. -. C"�j 31 SCALE:HALF SIZE n _4 0.080" 0,477" . O.Ld43" 0.590" 0.34pi 1.5'70" G 0 5100.070" z 1 0.143" �- - !0.245" € $ I 1.708"-� 0.143" x.096° 0.060"-{FT H i -'-T 0.115" 0.117" o sqqq R 4.753" 0.090" 0.096"---4.0.044" 0.227" 0.682' 0.630" 0.060" COPYN91rtPR6C(LBfRAPDOP6 6�93" q. 15-2339 E NOT-c:THICKNESS OF BARE I 2.822" �--1.625"-� 0.420" scale, s METAL W/O PAINT IS 0.039" I E6q Est IVTIONt 15 6.8 STREAMLINE STACK16 'RADIUS CEILING HEADER/SILL 17 6.8 STARTER Ig WALL SILL CLIP X86 WALL SILL e - Sr_ALE,HALF SIZE SCALE,HALF SIZE SCALE,HALF SIZE SCALE,HALF SIZE SCALE:HALF SIZE rill s 1 I - + i �\\\ ` `��fP,q�7jfl 0.125° 2801.95b" NYLON WASHER OR •'�F 0.610" STAINLESS STEEL �klf.14' 0" ALUMINUM T ,ASSEMBLY 0. 50" 0.357"! 0.320"0 HOLE .o,w + 0.276°#10x2.3/4"410 HT S.S. NYLON a n °� INSERTSSCREW W/TC ULTRACOTE Y 0.590.880' 0.05 WHEEL o20 0INTO COATING1. 00"-{ F0.240" r TRACK (TYP TOP&BOTTOM) N 0.062" o 1 0.750" NYLON BUSHING W1 WASHER: L_I I-I- r- 5'MAX.- -"� TYP•TT,EVERY OTHER !EH. 7/16"0 x 1/2"@INTERIOR JOINT 70P 0.154'"1 10,137" #tJ U,21 INSIDC JOINT AT TOP. 7116"0 x 1"@ INTERIOR JOINT BOTTOM ! g{ CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EXTERIOR I) g ANGLE HOUSING-ZINC DICAST,POWDER COATED Q L9 a 221-ROL-LER>'ASSEMBLY 24 BUSHING ASSEMBLY DETAIL 26 BOX CENTER INSERT (ry z a SCALE.HALF SIZE N m w 'S GAIlE�-HALF SIDE NOTE: MAY BE KEY OPERATED OUTSIDE SCALE:HALF 512E SCALE:HALF 512E Z i OR KEY/THUMB TURN OPERATED_INSIDE. W w m 0.250" }� 23,BRAS§�6RUSI G L OClC ! 3 56ALE:-HALF-SIZE- o w mw.. RD.155" >r R0.500" 1.978" 2 4.000" 0,236" 1.742" 0,286" .125" 0.267" �+O a 0.540'`s 0.623" 1.710" 1.224" .531" 0O.S31' Gi 8 0.790" 0.090' 0.319" m 26 + M crn 0.064] no 0.28 2.250" 4 P 0.09 6, a w H p 0.607'` " " 0.607" rn w-4g 3 i N N d O d �--- .� 0.224" 00239"0.1 0.060" . , 0vII,n6ro m�n • 1•( ry F- 0 240' pc`-e2 000 E 1.758"750'2GUAAVFQORTRCK3.476" v 27 RAINco 0 0.160" 0'222" SCALE`HALF SIZE SCALE,HALF SIZE 62 0.176" o 30-UNIMAT 7 31 MALE BOX CENTER 32 FEMALE BOX CENTER E 7 W SCALE?HALF-SIZE SCALE:HALF SIZE SCALE:HALF SIZE .\/-� w o a '. 41-0.062" I 3= a o3 5.500"x 13/16"WIDE a•400" r �� s4 7/16"0 STAINLESS �S a �A L" 4 STEEL NUT 30c h 0.125' ii n T71-, 0 " 0.436" Imo+ 0.188" 5/16-18x1 MACHINE SCREW °" ,�?� TYP• 1 5/16"0 INTERNAL STAINLESS STEEL N 0.121" _ 8 1 4.500" }•-,40.689" POWDER COATED ZINC DIE-CAST THREAD �� ^' c$a .6 �"- I, r _ HEAD STYLE VARIES 1.050". LL - SECTION A TLOCK AbARTER+ T-SCREW INSERT THUMB SCREW g DELA�ODEL 2022 -'-1 36 37 38 0 o Q g IND TR AL SYSTEMS SCALE:FULL SIZE SCALE:FULL SIZE ^ Q 0.254' 0O 40b 40C (,OBTIONAIL)Y- y-J '(4 �_. 35 BOX LOCK SCALE:HALF SIZE ry 3 p.31e �'tN�yC(RIP �'y ¢ ¢� a3 SCALE,HALF SIZE fi--2.000"----{ ri'Z+.BC-3•-'EXTj -i T-0.125" {--1.625' �---1.500"� Imo` 0.125" SCACE,^-HALF"SIZE 1 L K 0.050" 0.093" 3 a @ 0.125" 0.085" o3a R I � O 0,125" OCF1'RKpRFxuatLeWINWPE. 0 0.093" 25-2339 0.254" O.p85" Pi " 1 L scAtE: PAGE 0E5CRIPTI00: I 7.000 -� 20 ALT. t° END STRIP 21 1.5"x3"x0.093" ANGLE 25 2"x3"x0.125" ANGLE "9U .39 2X7 ANGLE SCALE:HALF SIZE SCALE:HALF SIZE SCALEt HALF SIZE SCALE:HALF SIZE � ff I I 1 : i i fDi1111f! �0,P.E. ANY-ANCHOR-PER-ANCHOR I EDGE DIST. SCHEDULE @ 18"O.C. EXISTINGDIST . i IF GLAZING SEE END STRIP t SCHEDULE FOR M a ISPN WHEN US] A .ANGLE EMBED 20A Oa,40b OR- c, ,1' LEG D RECITON EMBED, 17 a (INTERIOR) I 17 Ii 8 t7 MAX. WITH 21 OR 25R TA ICK 6063-T6 t 30 ~ANGLE 06 x 1"MIN.TO Z"x SL MAX. 21 25 �/j/ EDGE (ANGLE LEG MAY BE REVERSED) FASTEN ,�t •S DIST, I 8 ANGLE ANY ANCHOR PER ANCHOR (2)#14x1SCREWS ATCK W/ x " SCHEDULE @ 18"D.C. R)RNER,TOP&BOTTOM;ANDtzu 4 ATTACH TO 6.8 STARTER W/ LJ t In OO 13 13 13 Pt 12 x 1/2"GALVANIZED OR Z w o y 30 13 #12 x 312"GALVANIZED OR S.S.SMS, S.S.SMS,3/16"0 ALUM.POP ry-1 +y�i a2x L 6.80"'(TYP.) � � 3/16"0 ALUM.POP RIVET,OR 1/4-20 RIVET OR 1/4-20 MACHINE W �w��"m = USE(1)BRASS PUSH LOCK OR(1) MACHINE BOLT&NUT @ 18"O.C. ALTERNATE END STRIP DETAIL BOLT .NUT @ 18"O.C, N 3 U ' (EXTERIOR) 5/16-18UMB SCREW INTO THREADED WITH 6.8 STARTER AND ANGLE u INSERT 37 AT 2!3 SPAN TO 2/3 SPAN SCALE=3"a t'-0" ANY TRACK tvJ Of FROM BO OM OF SHUTTER.RECEIVING END STRIP SCHEDULE SCREW BOSSES. .-,CI TYPICAL PLAN VIEW HOLE SHALL BE 3/8"MAX WIDTH,UP TO p5F SPA ¢ SCALE:3"=V-0" 1"HEIGHT. 62 108" ' 1"BIO(2.71 82 9a" USE(t)BRASS PUSH LOCK 12 80 OR(t!5/16-18 THUMB LOCKING DETAILS FOR 62 _95" SEE END STRIP SCREW 0-AT `� 2"BIO(3.7") INSERT(371 AT 1/3 SPAN I CENTER MATES 72 8 SCHEDULE FOR MAX. w5 TO 2/3 AN FROM fk SHOWN ON RANDOM ® 82 8 SPAN WHEN USING 5 RECEIVING OF SHUTTER SHAL L BE 62 86" p 30 DETAILS 3'BIO(4.TT--- OR d0a,TAR OR 40c, m 3/8"MAX WOTH,UP 70 � t3 j ® 74•. I ", 114" OR 6.8 STARTER rn a n T'HEIGHT. p, WITH 21 OR 25. 5 a p m 30 ALT.1"BIO 62 �7i� _ MAX. ws (2.7') 9 g� ati 70 —Ti—2 �(— 40 40 USE APPROPRIATE a [0`z c _ tDE) d0 20 STARTERVIDE STRIP Et.5'x3" d693" PROVIDE CLOSUREx0.093" 52 87 l FOR13 O81" 1- BUILDING CONDITIONS.sl q FASTEN STARTER STRIPI (INSI ' 0 5 TO TRACK WJ(2)t410xY' 5 SCREWS AT CORNER,TOP 2"x3" 67 139" x0.125^ 62 1z9° ALTERNATE END STRIP DETAIL 8 BOTTOM. o uu11 a I '59 123" ANY TRACK W/SCREW 'o 13 ( ss 64 tib" SCALE:3"=1'-0" BOSSES. F 70 11 3 149" SILL "'4. I FOR GREATER SPANS OR LOADS THAN I Q t SHOWN IN END STRIP SCHEDULE,END g STRIPS REWIRE AI'X3`.090`CUP ANGLE ate.-b � 'g '~ V) IOD SPAN USING ANY ANCHOR ON THE EXISTING GLASS o ANCHOR SCHEDULE&114X31A•TEx .i bab ( v 73 SCREW OR 114-20 DOLT TO END STRIP. I 30 z w USE((1)BRASS PUSH LOCK (INSIDE) "�•I`'_'' R' ( USE III BRASS PUSH LOCK F-+ OR(1)5J56-18 THUMB --j OR(1i 5/16-18 THUMB 30 13 d SCREW I O THREADED _ SCRREEW I O THREADED 1- {NSERT (p3�7)AT 1{3 SPAN SILL INSER7 tq3�p 1/3 SPAN z fL„gj TO 2/3 ANFROM T i a p 702/3 SP?. (FROM Pyn BOTTOM OF SHUTTER .l 5 BOTTOM OF MUTTER. RECEIVING HOLE 0TH HAT BE (OUTSIDE) 1"HEIGHT. 3 a < a TYPICAL OUTSIDE CORNER CLOSURE _ 3s 30 R CCt DETAILS WO/CORNER POST -- -- NTS 13 30 o1Pm>Grrt FRNWL.REFT AFDOPE. 13 23 13 SILL 31 215 (OUTSIDE) 15-2339 { USE(1)BOX LOCK AT 1/3 senLE: s SPAN TO 2/3 SPAN FROM PAGE DESCRIPTION' N BOTTOM OF SHUTTER TYPIC'A'L INSIDE CORNER CLOSURE FU CC2 DETAILS WO/CORNER POST MULTIPLE SHUTTER ASSEMBLY �I NTS K SCALE:3"=1'-0" r^I I i i i I � W Cl CONNECTION TYPEM4' REFERENCE ANCHOR EXISTING HOSTSCBE U E FOR MAX. STRUCTURE `C1 CONNECTION TYPE 1/4-20 MACHINE BOLT aREFERENCE ANCHOR 1/2" 51 • W/NUT(l0 12"O.C.OR / \ SCHEDULE FOR MAX. ® #14 SMS(al 6"O.C. * E / SPACING 1/2 TA?' (TYP.TOP&BOTTOM) 2 FASTENERS ALU TUBE ;r Q• pp��CV g 606 LTG ALLOY �i /� I41`d .3 EACH ANGLE SEE TAB�F A_FOR SIZE. I o o [DOR 660R/ HIP�Q 1"x 2".1/8" COO J z /� iL,3-1� g OR 2"x 2"x 1/8" y •, ALTERNATE THRU BOLT _W I�='``.[i A' ALUM.ANGLE ° REFERCONENCE ANCHOR MN GLASS a 0_ /�/�11 >n L9 a SCHEDULE FOR MAX. SEPARATION 13 w u 0 Q M THREE 3/16"0 ALUM. ° 13 SPACING PER TABLE 2 F Q N W 7 L m q�q w POP RIVETS OR P GLASS = R m !1J "N{ 3[3 THREE#12 SMS,TYP. ° 17 _.^ .1----'-'�^�.., 11 tl I OR DOOR X m 3/1 IF-& ti X ~ y 3 17 'Rl-VETPOR�32'5T15' - I / E F w o c TABLE A(co) @"ie o:c.(rvP.) A W \,� �/ (�RNq \\ z F °o 5 0 OR = a PRESSURE VS ALLOWABLE LENGTH 2°x2°%!8• 3,x3,xB/1/B" MAY USE MALE OR _ tn W Ff 1\ O PSF N.B 00 No 0 FEMALE LOCK-SLAT w o \ ' 62 130" 188" 13 ! ALTERNATE THRU BOLT I 1/4"MAX.FROM PIN CS CONNECTION TYPECl CONECTION TYPE GUIDE TO 72 129 179 CC3 TYPICAL;CORNER CLOSURE DETAILS REFERENCE ANCHOR REFERENCE ANCHOR �- WASHER IT P.) w� r 82 119" 172" NTS SCHEDULE FOR MAX, SCHEDULE FOR MAX. d 92 114" 165" SPACING 102 110" 160" L___J I/ 14x3/4"SMS(°1 9"O.C. F� o -- ANGLE TO TUBE CONNECTION w rnY¢M 120 109" 19T pca Om 2"x 2"x.125" 11��pv z 150 97" 131" TABLE B(cc4/ EXISTING HOST EMBED, 6063-T6 ALUM.TUBE O 200 88" 119" iI PRESSURE VS ALLOWABLE LENGTH STRUCTURE zm< J 5 CONNECTION TYPE a 2"x2"xl�B` 3'x3"%1r/8' EDGE DISTANCE REFERENCE ANCHOR u< PSF W1T718/0 WTfH 9/O SCHEDULE FOR MAX. a SPACING q 1 62 113" 166" •6 3 p 72 107" 157" FASTENER @ 18"O.C. c g Cb ALTERNATE BUILD OUT MOUNT SECTION (USE ANY ANCHOR SHOWN 3 v 82 101" 147" IN ANCHOR SCHEDULE). SCALE 3"=T-0" ai 92 95' 139" O !ani 102 90' 132' E 120 BY 122" ` 1 150 74' 109" 200 69' 79' 3/16 RIVET OR#12 SMS 090"6063-T6 13 1- X w o T� [m 1B"O.C. OR 1/4-2 ALUM.TUBE TYP. MN GLASS z w J o a 6 NUT&BOLT(TYP.). 17 IF`� PER ai o" 3/16"0 ALUM.POP ALUM. TUBE RIVET OR#12 SMS I GLASS 2 X z C ya¢g (p1 18"O.C.;(TYP.) t OR DOOR < o CC a F- 6063-T6 ALLOY S�,g E u CL $ i3 SEE TABLE B FOR SIZE. 2" $ EACH A T ANGLE x CONTINUOUSve 1"x 2"x.093"6063-T6 ALUMINUM ANGLE 3 16 c g THREE 3j16"0 ALUM, OPTIONAL ANGLE INSIDE g ALUM.ANGLE,TYP. 17 ORIENTATION TYP, A 0 POP RIVETS OR p THREE#12 SMS,TYP. E E E G 6� I d .'ai. 0 O 1„x 2,.% 11 81. °' p a 8 OR 2"x 2',x 1/8'• 4 CONNECTION TYPE 0 13 ALUM.A GLE EO REFERENCE ANCHOR • �-USE MALE OR FEMALE SCHEDULE FOR MAX. 'z r-1131 LOCK-SLAT SPACING XgR*MFRN LBENVRDOPE. EXISTING CONCRETE,E 15-23399 13 13 BLOCK OR WOOD FRAMING .6 SCALE- - - OUTSIDE EE INSIDE SILL MOUNT SECTION PAGE DESCRIMONS #12 x 1/2"GALVANIZED SCALE i 3 1'-0" , LUM. CCS TYPICAL CORNER CLOSURE DETAILS POP RIVET,OR S.S.SMSOR 1/4-20 3/16"0 ASIDE CLOSURE OPTIONS X09 NTS MACHINE BOLT&NUT SCALES 3"=1'-0" X10 18"O.C. I i C; �I N 9$ 1Miy`Pr p.E. CS CONNECTION TYPE ANN tt��i - REFERENCE ANCHOR EXISTING zIw SCHEDULE FOR MAX. STRUCTURE (Y: oj� a SPACING 5"MAX. � _ M1 O❑ 114-20 MACHINE OLT GLASS a w"' GLASS CI CONNECTION TYPE OR ODOR w O u OR DOOR w w u REFERENCE ANCHOR i9 WINUT(0 12"D.C.OR 1-u N F w w 7 SCHEDULE FOR MAX. O #14 SMS(al 6"O.C. I"¢ t-w=w'- SPACING U2" (TYP.TOP B,BOTTOM) o� p Tbof- MR MN 13 N J GLASS T3 � z w /2" d,• T tt'R,• ••'/tr ' 1/4"-20 THRU BOLT W/ Ci.A55 X m EPARATION z `+•, d q #t4 x i!2"SMS Q 12"O.C. PER' X w 4 LOCK NUT(07 12"O.C.OR EPARATI g Flw F OR 3/16"0 ALUM,POP TABLE ¢u a o m 5 OR 6 OR/ /�"! •" 12 x 1/2"SMS(0112"O.C.E.S. PER 101E RIVETS CA 6"Q.C. OR 1/4"0 E VI w o 80R�6 / 1i1 1 sL to S OR 3/16"0 ALUM.POP TABLE zID a �+O w ALUM.POP RIVETS(D 12"O.C.W1/2' ¢ X w RIVETS @ 6"0•C. E.S. '•� -I x �''� w R 1/4"0 ALUM.POP RIVETS l w 11 AND l'./ a ~ rj1 Q U LL d MAX.FROM PIN MN.GLASS L9 [al 12"O.C.E,5. ASSEMBLY SEPARATION 13 Fw• sA.m e z"gd J 1/4"MAX.FROM PIN E TO t3(TSTlING PER TABLE 2 I-w_0 Z ts w g Z O9 AND©0 WASHER(TYP.)BUSHING dHER(TYP,i __ =Fzum WW 'N''� GLA55 w ASSEMBLY 1!2"TYP. IEXISTNG CONCRETE, w3:CONNECTIONS 4YPE .OR DOOR�{ X z o z F N K x 3 y q BLOCK OR WOOD FRAMINGEFERENCEANCHORQUa w1 4 CONNECTION TYPESCHEDULE FDR MAX. u 1AREFERENCE ANCHORSPACINGEDGE SCHEDULE FOR MAX. DIST. SPACING AS SHOWNCONNECTION TYPE I I DIAGRAM ON PG.9 w o (5)OOR 6 0R REFERENCE ANCHOR �I EXISTING CON , �U33 it4"MAX.FROM PN SCHEDULE FORMA~r BLOCK OR WOOD FRAMING -_ / ' > / SPACING.ALT,FASTENER --� Ci CONNECTION TYPE GUIDE TO BUSHING LOCATION.FRONT ANDi REFERENCE ANCHOR 1/ " WASHER(TYPJ m•t9 Y 1/4 MA%.FROM BACK ANCHORS NOT REQ'Dg•;INSIDE. MOUNT SECTION SCHEDULE FOR MAX. 19 m 1 WITH THIS LOCATION I: % SLALE•+-35 1-.0.'r— SPACING a o PIN GUIDE TO _ __ _,��.j,_.....-_....� 5 CONNECTION TYPE F o BUSHING WASHER A 1NSIDE�MO.UN-I,rSECTiDN, REFERENCE ANCHOR D (TYP.) A SCALE i 3"=1'- SCHEDULE FOR MAX, „�.•�.4� O n Q", EXISTING CONCRETE, SPACING o?2 x J ,. - BLOCK OR WOOD FRAMI EMBED. _E 6 m j CQ BUILD OUT MOUNT SECTION a Q EXISTING CON SCALE 3"=1'-0" BLOCK OR WOOD FRAMING C._l ""•' " I EXISTING Z4 m NOTE:FOR DETAILS A,B,D.AND E ON THISI SHEET, EDGE IST' 4 CONNECTION TYPE EMBED. STRUCTURE._„ ?' THE BASE TRACK MAY BE INSTALLED IN SECTIONS REFERENCE ANCHOR 5 CONNECTION TYPE 91 WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS w SCHEDULE FOR MAX. REFERENCE'ANCHOR �• o A MINIMUM OF TWO SETS OF ANCHORS AN ISA w MINIMUM OF 12"LONG.THE SILL OR CEILING TT�RACK - SPACING SPAC NGE FOR MAX. USED WITH THE BASE TRACK MUST BE CO TINUOUS may, OVER THE GAPS BETWEEN SECTIONS. 3 16 1/2" OORO F a twa ~ q fJ w o a y - GLASS MN r L� g OR DOOR h x0� ~aye^' �p a GLASS 13 D w 4112x 1/2"SMS(x112" EPARATi X T� n p..wD� w w O.C.OR 3/16"0 ALUM. PER N q N G II 13 1-`A N a W Q aI Hsi ,Fw» POP RIVETS(a16"O.C. TABLE y� 0ZI- GLASS OR MR GLA m zu'I S2 S en m w w OR 1/4"0 ALUM.PDP ¢ o 4 DOOR— w b p a 4 E 9£ 13 =I-z V,.� RIVETS(01 12"O.C. w� PER TABLE 2 X.cc 4 g MN GLASS �mtu um v EJpa a k@4 SEPARATION e 1/4-20 S.S.MACHINE PER TABLE 2 I Q r m Q~ O7 AND UO 1/4"MAX.FROM PIN d N lilt SCREW b NUT 'E >o 0. ASSEMBLY 1/2" 1/2'• GUIDE TO BUSHING- $? q @ 1 P. WASHER(TYP.) zGLASS a _ _Q, 1/4"MAX.FROM PIN OR DOOR 1/4"'MAX.FROM PIN i° ;�!F-CONN£CTION,PfP.E_w o� 1/2" GUIDE TO BUSHING #gg X GU@E,T0 BUS INC �i - `Q WASHER(TYP.) a ,FIR > < REFERENCE ANCHOR e`e WASHER(TYP.) EDGE r a 5 6 EXISTING CONCRETE, DIST. SCHEDULE FOR MAX. armua+rFM1IXL s0001morE cI E m BLOCK OR WOO SPACING AS SHOWN 2-CONNECTiON TYPE I5„2339 FRAMING EXISTING CONCRETE, 4 CONNECTION TYPE IN DIAGRAM ON PG,9 ""REFERENCE"ANCHOR OR V BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX. scAL11 g "x 3"x 1/4"CONT, 3 CONNECTION TYPE #12 x 1/2"SMS 12" SPACING.ALT.SCHEDULE FOR MAX. SPACING PAGE vX5CR1PTION .063-T6 ALUM.ANGLE @ LOCATION.FRONT AND ER EXISTING CONCRETE. - REFERENCE ANCHOR D.C.OR 3f16"0 ALUM. BLOCK OR WOOD FRAMING MAY BE REVERSED SCHEDULE FOR MAX. POP RIVETS(a 6"O.C. BACK ANCHORS NOT REQ'D S SHOWN DASHED) SPACING OR 1/4"0 ALUM.POP WITH_THIS LOCATON. RIVETS(m tz"O.C. E �J WALL BULL_ D OUT WALL MOUNT SECTION E CEILING l(INSIDE MOUND SECTION `✓ @ SCALE 13"-1'-0" SC-AL'E"f 3 -1'-0" -S CTI(1 _ _ `SCALE;i`3"G 1'=0" i - Ii - a MN GLAS S I f.RP IY/ �OOr P.E. GLASS SEPARATION Z OR DOOR PER TABLE 2 13 7 uU GLASS OR Q Z i DOOR 0 GLASS OR O. q w CL A DOOR MN GLASS Xin" ,.. SEPARATION *: z =w MN GLASS w w PER TABLE 2 "O%• l~7 F SEPARATION F-m C W 7 PER TABLE 2 in EA F in m 7 tA " txj F.70x 2 =zw ,,//,_ € aw��A 13 'A I �1 /2 1 I J O z C1 CONNECTION TYPE W " $m$z rv - 1/4"MAX.FRO PIN GUIDE u Q a w L+ REFERENCE ANCHOR O z ry p TO BUSHING w SHER(TYP.) 2B Q a U`L W w 3 01 SCHEDULE FOR MAX. u TWO 1/4"0 WOOD .250" SPACING avai 3W LAG SCREWS @ 24" ^ in C4 CONNECTION TYPE 7,5 .250" 0 w a 3 O.C.MAX.WITH 2" THREADED PENETRATION REFERENCE ANCHOR .i O F T"INTO CENTER OF 2X STUDS SCHEDULE FOR MAX. g /� E SPACING /Ow t F I,I a V 10 EMB."T' 14 SMS @ MIDSPAN BETWEEN _ /w STUDS FOR TRACK TO 7"x "I w PLYWOOD& TUBE CONNECTION / EXISTING HOST STRUCTURE m STUCCO FINISH 7"x 4"x,125" m 6063-T6 ALUM.TUBE N O DECORATIVE FLOOR TRACK DETAIL OO WALL MOUNT SILL DETAIL WT THIS DETAIL TO BE USED WHEN STUD SPACI G' SCALE 3"=t'-0" �$ d EXCEEDS THE MAX,ALLOWABLE ANCHOR! SCALE.3"e 7'-0" F-a" c r; .WALL MOUNT SECTION THIS DETAIL MA'i "mR.¢m ����yy�•C t SCALE r 3"=1'-0" ALSO BE USED oa�O�m AT TOP Ozm<¢� ACCORDION SHUTTER K E 3= PER PRODUCT APPROVAL-\ o ix -GLASS W a cg F GLASS F- MR = 'D SEPARATION OR DDDR 13 in v o ---- ----- in D PER TABLE 2 AO = APPLICABLEATTOP Z " EXISTING WOOD(G=0.421 a ND/OR BOTTOM x Q Z TRUSS OR RAFTER N ¢ a @ 24"MAX.O.C. F 2"OR 3" I F in EXISTING FINISH d MATERIAL 1/2"MIN. 15 6 1/4"MAX.FROM PIN GUIDE 2"x 5"x 1/B"6063-T6 TO BUSHING WASHER(TYP.) ALUM.ANGLE W/THREE a a' 2"x 3"x y"x CONTINUOUS OR 2:175" g g w 2"x 2"x%e"x CONTINUOUS _ 1" ! 3 6 1/4"TILE(TYP.) 1/4"0 WOOD LAG I I W o �s " 6061-T6 ALUMINUM ANGLE FINISH MATERIAL SCREWS WITH 2-3/4" s MINIMUM THREADED PLYWOOD PENETR."T"IN WOOD R 0.9"MIN.THICK 5061-T6 ALUM TRACK X �' —1/4"0 A325 GRADE THRU BOLT @ 7"O.C. �O 5 6 FASTENED TO ANGLE WITH 1 4-20 �•r EACH RAFTER OF TRUSS, ANGLE FASTENED TO / E OR 5/16"0 A325 GRADE THRU BOLT @ 12"O.C. MACHINE SCREW$IAT 3"FROM ENDS •1' 24"D.C.MAX.WHERE ° q EXISTING 3 KSI CONCRETE -- C{I)ff M1 GALV.OR S.S. ANGLE EXTENDS BEYOND e S HOST STRUCTURE WITH AND 9"O.C.FOR E BALANCE V LAST TRUSS MORE THAN Ix Ya"0:ELCOULTRACONS AT k �-- 1/4"0 ELCO ULTRACON TO CONCRETE/CMU w g EXISTING CON RETE HOST 5"O.C.W/1-1/4"MIN.EMB. 6", EXTEND ANGLE TO F w 3"FROM ENDS AND 4°O.C. 2-1 2"MIN. ( ) •' OR 1/4"0 LAG SCREW 9"O.C.W/1-7/B"FOP.BALANCE WITH 13'4' / STRUCTURE 30I 0 PSI MIN . @ NEXT TRUSS. 11111.,MIN'EMBEDMENT AND 2)2" MAX.DESIGN LOAD AT 5'-0"MAX SPAN: MIN.EMB. IN WOOD SG=0.42.TO 0.55, ti 1AM]N E7GE DISTANCE, f 62P.S.F. EXISTING CONCRETE, J 13 _"_� d � l STAGGERED WI^;.3"MIN. HOLLOW BLOCK OR ".O h Q COPIRGRRRAW L EFIRWDO PE. SPACING,TYP, MAX.DESIGN LOAD AT 6'-O°MAX SPAN: W000 FRAMING.SEE ' f 52 P.S.F. ANCHOR SCHED. ,H 2"x 5"x 1/6"CONT. X w z 1- 'r BASED ON TYPE OF ALUM.ANGLE(6063-T6) S J O SCALEt 5-2339 Ha BUILDOUT MOUNT STRUCTURE Q CAGE DESCRIPTION: SCALE NTS I (MAX.DESIGN LOAD x 72 P.S.F.) Hb PASS THRU DETAIL SCALE 3"=1'-0" O TRUSS MOUNT SECTION 99 " SCALE:3"-1'-0" I: li XISTING HOST ALT_.tEG-DIRECTION_ STRUCTURE 114-ALL POINTS SOLID SET ANCHORS WITH 7/8-MIN EMBED IN CONCRETE OR HOLLOW BLOCK,3"MINIMUM 177 EDGE OF ACCORDION ROUND WINDOW G,AND 3-MINIMUM EDGE DISTANCE 9DCE`OF'5HUTTFR,j SHUTTER BLADE (-ASSEMBLY 1/2- SPACING, TOP OR SDTTO�i A (2)6063-76 ALUMINUM ANGLES PER BEAM END,SIZE 112' PER SPAN TUBE SCHEDULE N SPAN AN TUBE PER E ly ACCESS HOLE DESIGN SCHEDULE 1/4-20 MACHINE BOLT W/NUT @ �A EDGE OF ACCORDION ;i z 12*O.0 OR 914 x 3/4"SMS 6"O.C.SHUTTER BLADES x u 0% 3,5"'Mit 4 - - - i ;,k .d 1/2-MAX.S T�PICAL4: . I m T 6S�6 U�x ul 3"MIN --w EDGE 6 2.875%?,HOLF(TO RECEIVE DISTANCE MIM GLASS z Otlhut41NDOW ASSEMBLY) )j SEPARATION cc Z!j MAXIMUM OF 3 WINDOWS EXISTING 2 5 GLASS OR IF7 Ck lu PER EVERY OTHER BLADE 0 DOOR w W 8� a < LIGHT-N-VIEW WINDOW 2: EDGE pe, 3'MIN z 1/2'MAX z < i 2 t P DISTANCE in N.T.S. EXTERIOR ELEV ; — V�_ I )I --------L .xo p t9 3 16 1/4-MAX.FROM PIN GUIDE z TO BUSHING WASHER rTY_P7 < ACCESS 1/4-20 MACHINE BOLT W/NUTP h. HOLE In 1/2. 12"0,C OR#I4 x 3/4"SMS 6"O.C. :�� 2.875'0 HOLE TO SPAN TUBE PER 3 RECEIVE ROUND EMBED. UE51LN SCHEDULE WINDOW ASSEMBLY 112, —(2)6063-T6 ALUMINUM PAX. ANGLES PER BEAM END,SIZE 0 EXISTING PER SPAN TUBE SCHEDULE 1/4'0 THRU BOLTS SEE BEAM C.5 I.M; 1.E! MOST 0 SCHEDULE FOR REQUIRED NUMBERS co It STRUCTURE 1J4"ALL POINTS SOLID SET ANCHORS WITH 7/8'MIN ED IN CONCRETE OR HOLLOW BLOCK,3"MINIMUM MINIMUM EDGE DISTANCE SPACING,AND 3 w 0 0.125" -"0.12,5" 0.032" 0.032" MAX.DESIGN LOAD�- 72�PSF SPAN TUBE SECTION m 0.196" N.T.S. VERT SECTION SPAN TUBE SCHEDULE Nt JMBER OF ALLOWABLE TUBE NUMBER OF ANCHORS PER MINIMUM ANGLE TUBE SHUTTER ANGLE SPAN THRU-BOLTS LENGTH r* ROUND IZE SPAN IR V P-_ 60T�D WINDOW --fo-p-, OM Top BOTTOM TOP 'BOTTOM TOP M + I x S p I ASSEMBLY TUBE TUBE TUBE I TUBE TUBE TUBE TUBE TUBE o g3 If 60" 123.8" _T3_5V 2 1 2 2 41 0*, W - 1* 106.9' 2 2 1 1 1- T' R 855 2F i2r09.13 1 94.4" 2 2 3 T 7- 71! 60" 129.1" 157.01 2 2 3 4- 7" -1 - 0.125' "121 1?6 . 1 5 2 ov 114.9' 124.1- 2 123" 102 0' 109.6" 2 2 4 4 10" 1W V, 38v ing- 2 2_ 3 3 __7' 7'-"• - 7' es" 22.7" 7' 10' 87S"FF 2"A 2S" ± 13 .18Cyt f A 1 1._1575 r 2 3 4 02., 03.250" L 12X' 1 115.4' 6, 4 5 —IF-- ima 4 3 _F40_0 2 E2 E 3 7XION *. 11�11' 2 3 0 10" is, 123" 112 2* LIGHT-N-VIEW WINDOW -.7—,'s S'.81C PLASTICS SLX143 ITA If-94HB SPAN TUBE SCHEDULE NOTES:- 1. S x xl 4 x xF/4"ANGLES FOR 2"xS"&2"x6"BEAMS. 15-2339 2 USE 2"x5"xl/4"ANGLES FOR 2"x8'&2"x10"BEAMS, SCALE! 3: USE BEAM SCHEDULE FOR DETAIL 3/8. 4. TOP&BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER CONNECTION DETAILS.WHERE USED TOGETHER,BEAM MUST BE LIMITED TO TOP BEAM SPANS. S. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND BELOW THE BEAM.MID-SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS, ANCHORS,ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE UMOFTHE SPANS BLADE W/ ROUND WINDOW r2 N.T.S. EXTERIOR E 7EV ABOVE AND BELOW THE BEAM.' 6. LAP BEAMS ARE NOT ALLOWED, 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. RI - a ANCHOR SCHEDULE: i °°� ''�.,, 1 2.5"MIN EDGE DISTANCE yY'j 7O� a.5aans Uo`•T�6 0 a Soans!U0 To 8 3�:w; Soans Uo To i?'-0" `F ffff o ANCHOR LOAD CONN.]',YPE "'--Co N TYPE CONN TYPE �"" , x (psf) Cl ?C2 C3 C4 J�7C1 C C3 C5 Cl C2 C3 C4 CS LL3/4-ITW 7APC-- ELCO 43 16 0 tb 0 15 q 16 0 1640 t6 0 X6 0' 9.0 13.0 16.0"16.0" 9,_S 5.5" ".5" I4.S' z" ULTRACON WITH"3/4..5�'c-• 53 16 0 16 d 10.51,1q 55 I6 q'16.0"12.0' 7.0" 10.5"16.0"15,0" 7.5 4.5" 7.5" 10.S" ..Q�y HJTA ��N EMS j31920si-MIN fANC)�-62 16 0'16 0 8 5` f2 5 X�6 0"15.0" 9.5' S.5" 8.5" 55.0"15.0" 7.5 4.5" 7.5" 10.5" /"L^,7'-'"� 70 16.0"13.0" 7,0' 11.0"16�15.5" 8,0" 5.0" 7,5" 11.5"15.0" ZS 4.5" 7.5"10.5" COMBINATION �-. �_ 2x5 TYP. 8 Not 100 15.6" 7.5" 4.5" 7.5" 1 S"110" 7.5" 4.5" 7.5" 10.5"15.0" 7.5" 4.5" 7.5" 10.5" 9 J fO COMBINATION1/4"MILLENWI4 MitIFAST 43 16.0"16.0"ISA"16.0"ISM"16.0"16,0" 9.0" 13.5"16.0" 16.0" 8.5" 5.5" 9.0" 13.5" aS�WITH 1-3/4"EMBED(3275ps1 53 16.0"16.0"11.0"15.0"i6 0"16.0"11.0" 7.0" IO.S"16.0"13.5" 7.0" 4,5" 7.5" 915" p @e j MIN CONCRETE) 62 16.0"15.0" 8.5" 13.0"16 0"16.0" 8.5' 5.5" 9.0" 13.5"13,5" 7.0" 4.5" 7.5" 9.5" Q L) n 70 16.0"12.0" 7A•' 11.0"16 W 14.0" 7.0" 4.5" 8.0" 10.5'13.5" 70" 4_S' 7.5" 9.5" pYpY,,,, � Q 100 13.5" 7.01" 4.5' 7.5" 9." 13.5" 7.0" 4.5•' 7.5" 9.5" 13.5" 7.0" 4.5" z5" 9.5" 7 v ,t,pM w° 2/4"ELCO CRETEFLEX SS4 43 26.0 16.0 56.0 16.0 S6 0"36.0 i6A"13.5 16.6 i6.Q"16.0 12.5 8.0 13.0 16.0" 1 S TYP. 2 x S TYP. G!W� 53 160 16.01, 0 16 CONIC) 62 (3350ps1 MIN 62 ib.0"16.0"12.5"16.0"16 0"56.0"]2.5" 8.0''1 13.0"16.D"15 0"10.0" 5.5" SI 0"140" W N a aX•g 70 26.0"16.0"10.5"16.D"16 0;'16.0"10.5" 7.0" 11.5"15.0"16.0"10.D" 6.5" 11.0"14.0" p W°' ,q^ 100 16.0"1D.0" 6.5" no'14 0"16.0"10.0" 6.5" 11.0"14.0"16.0"10.0" 6.5" 11.0"14.0" � C� 1 V MIN EDGE DISTANCE NOTE, "S"INDICATES ANCHOR SCHEDULE SPACING, "p� ¢ 5 Cl C2 C3 C4 I I a CZ C3 C4 C5 Cl C2 C3 C4 CS SPACING DIAGRAM FOR C2 & G4 CONNECTION TYPE: 114"ITW TAPCON oR ELCo 43_160'16.0" 7.5" 8.0'• �16{0.�°16.0"i6.o" 5.0" 5.5" 16.0"16.0" 9.0" 3.0" 4.0" 14.0" _ C2 CONNECTION TYPE USING PIECE 0 WITH OUTSIDE h ULTRACON WITH 1-3/4' 53 16.0"16.0" 5.5" 6.5" 161Q"16.0"12.0 4,5" 16.0"14.5" 7.5" 10.0" ANCHORS ONLY /+ m EMBED(3192ps1 MIN CONC) 62 16.0"15_5' 4.S" 5.5" 16 0"16.0" 9.0" 4.0" 24.5'14.5" 7.5" 30.0" - C4 CONNECTION TYPE USING PIECE(B)WITH �.. _70_f_6.0"12.5" A.O"'S.q" 160 15.0" 7.5" 11.0"14.5' 7.5" 10.0" OUTSIDE ANCHORS ONLY 1_00 14.5" 14.5" ].5^ 0.0"14.5" 7.5" 10.0" y N .. �,..__..._�_ W 3 1(4"M[LLENIUM MILLFAST ,_43 16.0"16:0"11_0"13.5"16101 16`0"130" 6.5" 9.5" 16.0"13.0" 7.0" 4.0" 6.5" WITH 1-3/4"EMBED(3275PA 53 16.0"16:0" 8.0" 11,0"16 0"16.01 90" 5.0" 7.5" 160"t0.5" SS" S.5' 7,5" ANCHOR NOTES: K$S d MIN CONCRETE 62 16.0"11.5" 6.0" 9.0" 16 0"13.5"7.Q" 4.0" d.5" 11,0"10.5'• 5.5" 5.5" 7.5'• I"p-eT o 70 16.0" 9.5'• ss" B.o" i6.OF 33.5" 5.5' S.5" 8.5" 10.5" S.5" 5.5" 7,5" 1. SPANS AND.LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING $r D M -' ONLY,ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE 100 10.5' S.5" 5.5" 7.S'1 1d.5" S.5' 5.5" 7.5" 10.5" 5.5" 5.5" 7.5" LIMITED TO THOSE SHOWN IN TABLE 1(P9 1), fO� 'b I 1.1(4"MSN EDGE DISTANCE CZ_ z itd"ALL POI SDLIO-SET 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, `"�`,<Z u�` u ArvCHOR W/718"EMBED- CI C2 C3 C4 C 1 Cl C2 C3 C4 CS Cl C2 C3 C4 CS ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR 1/a-20 ss MACHINE sCREW 43 16.0"16.0" BS" 10.5'160 16.0"12.0" 5.5'• 7.5" ]6.0" 12.5" 6.5" 3.0" s�o" 10.0" EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER m f t f THAN OR EQUAL TO SHUTTER SPAN, (3000ps1 MIN CONC) 53 16.0"15.0" 6.5" B.q" 16 0 16.0" 8.5' �1y0" 6.0" 15.5"10.0" 5�.0" 4.0" 7.0 R16a 62 16.0"11.0" S.d" 7 0" 16 'i 12.5" 5,5' 3.5" 5,0" 10.0"10.0" 5,0" 4.0" 7.0" 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. e3 • 70 16,0" 9.0" 4.5" 6:0" 16."10,5" 5.5: 3.0" 4,0" 8.8" ld.b" S,0" 4.0" 7.0" 5 g T' 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE 3 $ m 100 10,0" 5.0" 4:0" 7,'1 10.0" S.0" 4.0" 7.0" 10.0" 5.0" 4.0" 7.0 BLOCK OR WOOD FRAMING.REFERENCE AN SCHEDULE FOR PROPER 1_ as g° f j4:ALL-POINTS SOLID SET { 3'MIN EDGE DISTANCE _ _,-_ ANCHORTYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE § �'�`"f- Cl C2 C3 C4 C ClC2 C3 'C4° CS Cl C2 C3 C4 CS CONNECTION. PE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF m. ANCHOR EMB[b& CONNECTION TYPE. o S 114_20 55 MACHINE'SCREW 43 16.0"16.0"16.0"16.0"16.i 16.0"16.0"11 5 1510"]6_0"16.0"11.0" 7.0" 11.0"16,0" .� (300_OpsIt11N,CON@)--1 53 16.0"16.0"13.5"16.0"i6,bi 16.0"14.0" 8.5" 13.5"160"16.0" 8.5" 5.5" 9,5'" 12.0" S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE b -} 62 16,0"16.0" 16.0"i6.-160"11.0" J.0" 11.0"56.0"16.0" 8.5" S.S" 4.5" 12.0" ONLY. •� 70 16.0"15.0" 9.d" 14,0"i6,"16,0" 9.0" 6,0" Sq.O"23,0"16.0" 8,5" 5.5" 9.5" 12.0" 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED R ]00 16.0:' 8.5" 5 5" 9.5" 12.0" 16.0" 8.5" 5.5" 9.5•' 12.0"ib.6'• 8.5" 5.5" 9.5" 17.,0" IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT 1/4'POWERS 55 OROPdN 11 2.5/8"MIN EDGE DISTANCE LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER Wj 114 20 SS BOLT AND CI C2 C3 C4 C Cl C2' C3 C4 CS CS C2 C3 C4 CS FINISHES. V EMBED(3000pSI MIN - 43 16.0"'16.0"14,0"160"I6,a 16.0"140" 9.0" 12.5"16.0"14.0" 7.5" M5.0118.011 .5" 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONSCONC) 53 150"16.0" 9.5" 14.0"26. 16.0" 3.5" 6_0" 10.0"16.0"I2S" 6.0•' .0'• VARY.FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD F1aAMING 62 16.0"12.5" 7.5" 57.0"I6."14.5' ].5" 5,0•' 8,5" 11.5"11.5" 6.0" .0" MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD 15 ACCEPTABLE ONLY FORSIDE CLDSURE PIECES.70 16,0"19.0" 6,S" 10,5"I6.•(32,0" 60" 4.0" 7.5" 9.0" 31.5" 6.0" ,0`'_` 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER 100 11.5" 6.0" 4.0" 7.0" B."I 11.5" 6.0" A,0" 7.0' 8.0" 11.5" 6.0" .0' g 8 N _ I 3.1(2'M_1N EDGE DISTANCE SHALL BE LOCATED IN CENTER OF NOMINAL 2"x 4"(MIN.)WOOD STUD.3/4" cc¢ ¢ 714"POWERS 55 DROP-IN --- �. - EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING- LAG SCREWS SHALL a m HAVE PHILLIPS PAN HEAD OR HEX HEAD. " W/1/4.20 SS BOLT ANb C1 C2 C3 C4 C5 Ci C2 C3 C4 CS Cl C2 C3 C4 C5 5 V EMBED(300opsl MIN 43 16.0"16.0"15.0" 16.0"16.0'1 16.0" 14.5" 9.0" 13.5"16.0"3501 7.5" 5,0" 9.0" 12,0" 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 17."ENGAGEMENT OF THREADS IN D 5 ' CONC} 53 Ib.O"26.0"10.5"15.0"16."16,0"10.0" 6�S" 10.5"Ib.O"12.0" 6_0" 4.0" 7,5" 8.S': BASE ANCHOR AND MAY HAVE EITHER A PAN F♦/EAD,TRUSS HEAD,OR WAFER 5 •� 62 16.01 13.0" B.0" 12.5"16.0' 15,0" 8.0" 50" 9.0•' 12,0"12.0" 6.0" 4.0" 7.5" 8.5" HEAD(SIDEWALK BOLT),U.O.N. 70 16,O"SOS" 7.0" ILO"ib.b9 12.5" 6,5". 4,5 8,0" 9.5" ]20" 6.0" 4.0" 7,5" 6.5" ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. �y 100 12.0" 6,0" 4.0" 7.S" B.S"I 12.0" 6.0" 4.0" T.5" 8.5" 12.0" 6.0" i I I 2'MIN EDGE DISTANCE * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, #12 SMS W/P EYEWALL Cl C2 I C3 I C4 I CS I Cl C2' C3 I C4 CS Cl I C2 C3 C4 CS NUT OR WASHER WINGNUT. CwfPoOMFMKKLBFMUADOPA ARMOR INSERT W(2"EMBEDk43ib.0"]6.0"11.5"14.0"ib.9 16.0"26,0" 7.5" 10.0"16.0"16.W' &0" 4.5" bS' 13.5" 11. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED tN ANCHOR SCHEDULE. 15j^2339(2000psi MIN CONC) 16.0"16.0" 8.5" 11,0"16, '1 16,0"11,5" 5.5" 8.0" 16.0"14.0" 7.0" 3.5" 5.S" 10.032. WHEN ANCHORING TO HOLLOW BLOCK SDS DRILLS SHOULD NOT BE USED TO PAGE 16.0"15.0" 7.0" 9.5" 16.0"26.0" 9A•• 4.5" 6.5" 14.q"]4.0° Zo" 3.5" 5.5" 10.0" DRtlt INTO HOLLOW BLOCK NOR SHO�1L0 tMPAC2 DRILLS BE USED TO INSTALL PACE DESCRIvnON: 16.0"12.0'• 6.0" 8.0" 16, ',14,5" 7.5" 4.0" 6.0" 10.5"14.0" 7.0" 3.5" SS" 10.0" CONCRETE SCREWS TO HOLLOW BLOCK 14.0" 7.0" 3.5" 5.S" 10,' 14.0" 7.0" 3.5" 5.5" 30.0"14.6" 7.0" 3.5" 515'• 10.0" ...#12 SMS W/2.75"EYEWALL16.0"SG.O"1G.0"16.0"16, ";1G.0"1G.0"10,0"14.0"1G.0"36.0"11.5" 6.0" 9.5" 16.0"AR14OR INSERT W/2.5" 16.0"16.0"120"16.0"16.01 160" 15.0' 7.5•' 11.0"16.0"16.0" 9.0" 5.0•' 8,0" 13.0" m EMBED(2000psI MIN tANCj 62 16.0_'36.0" 99^5" 13.5"16.0'5]6.0"11.5' 6.5" 9.5' 36.0"16.0" 9.0" 5.0" 8.0" 13.0" F -70 16.0"16.0" 8.0" II.S"15.0"I]G.0" 9.S" 5.5" 8.5" 14.0"16.0" 9.0" 5.0" 8.0" 13.0" Ir 0 100' 9.0" 5.0" 8.0" 23."i 16.0"I 9.0" S.0" 810" 13.6"16.0" 9.0" 5.0" 6.0" 13.0" 3 I { { iI l I ANCHOR-SCHEDULE: CONCRETE-(CONT:) 2-3/16"MIN EDGE DISTANCE _ 3-1/8"MIN EDGE DISTANCE •t!`F j'7 Spans Up p 6'•0" Spans Up Tp B'-3" moans Uo To 12'-0" Spans Up 70 G'•0" Spans Up To 8'•3" Spans Un To I V-D" LOAD C04N TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE ' O ANCHOR (p5H ClC2 C3� C4 CS ClC2 I C7 C4 I C5 ClC2 C3 C4r13.5" ClC2 I C3 C4 CS Cl C2 C3 1 C4 CS Cl C2 C3 C4 C5 *' x �p 5116*ITW TAPCON Xt WITH 43 16.0"I5.0"16.0"16.0"16.0"16.0"16.0-112.0'.76.0"i6.D"S6A"11.0" 7.0" 12.0" 1b.4"16.0"i6.0"i6.0"16.0"ib.0"16.4"_12.5_'16.0"16.0 16.0"51.5" 7.5" t2A"16.07 `(qm 1-3/4"EMBED(2899ps1 MIN 53 16.0"16.0"114.0"16.B" 16,0"16,0"14.5" 9.0" 14,0"16,0"16.0" 9,0"16.0" 10,0" 16.0"16,0"14.5"16.0"16.0" 16.d"15.0" 910" 14.5"16,0"16.0" 9,5" 6.0" 10.5"13.0" g�� CONC) 62 ME ifi.4"ii.$"ib.0"15.0"k6.0"11.5" 7.S" 12&'16.0"16,0" 9A" 6,0" 10.0" 1.6.0"16,0"SS-5"35-0 16.0"16.0"11.5" 7.5" 12.0"16.0"16.0' 9.5" 6-0' 10.5"13.0" �! q�7 70 16.0"i5.5" 9.5' 15.0"16,0"16A" 9.S" 6.0" 10.5"17.5"16.0" 9.0" 6.0" 10.0" 16.0"16.0"10.0"15.0"16.0"16.0"10.0" 6.S" 10.5"14.0"16.0" 9.5 6.0" 10.5"13.0" "<!.FL�" ., ., " ,. ., ., ., ., ,. „ „ „ ., itl 5.. 0„ 6 0" 9.5' 6.0" 10.5"13.0,. t 100 16.0' 4.0 6.0 10.4 12.5 16.0 9.0 6.0 20.0 12.5 16.0 9.0 6,0 10.016.0 4.5 6.0 10.5 13.0 16.0 4.S 6.0 33. 1 �j es Si 16"ELCO UL7RACON WITH 43 16.0"Sb,O"16.0"16.0"16.0"16.0"16.0"13,5"16.0"16,4"'16.0"12.4" 8.0" 13.5•' 16.0"16.0"16.0"16.0'16.0'16.0"16.0"15.0"16.0"16.0"16.0"13,0" 9.0 15.0"16.0" �" w L X 0 w IWC, 1.3/4"EMBED(3500ps1 MIN 53 16.0"16.0"16.q"16.0"160"16.0'• 15.5"Ip.O"16.0"36.0"36.0" 9.5" 6,5" 11.5" 16.0"36.0"16.0"16.0"76.0"16.0"16.0"31.0"16.0"16.0"15.0"10.5" 7.5" 12.5"15.0" e e'e CONC) 62 15.0"16.0"12.5"ib.0"16.0"16,0 52.0 8.0 24.0 16A"16.0 9.S" 6.5 17.5" 16.0"16.0"14.0"16.0"16.0"16.4"13.5" 9.0" 15.0"t6.0"Ib.O"50.5" 7.S" 12.5"15.0" I 6 19z70 16.0"16.0"L0. 16.0•'16.0"16.0•'10.0" 7.0" 12.0"14.5"16.0" 9.5" 6.5" 11.5" 16.0"16.0"11.5"16.0"16.0"16.0"11.0" 7.5" 13.0"16,0"16.0"10.5" 7,5" 12.5"15.0" ry V L tp e w o too 16.4" 9.5" 6.5 ii-5"13.5"Sb.O" 9.S" 6.5" llS 13.5"16.0" 9.5" 6.S" 11.5"13.5".6.9'110.5" 7.5"1124"115.0"116.0"10,5"17.5'112.5-115.0-11 SS POWERS TAPPER ! 1.1/2"MIN EDGE DISTANCE 3'MIN EDGE DISTA14CE _ _�1/4"1304W( -3/4"EMBED(3004Ps1 Ci C2 C3 C4 CS C1 Cl C3 C4 CS Ci C2 C3 C4 CS CZ C2 C3 CA C5 Ci C2 C3 C4 C5 Ci C2 C3 C4 CS pjMIN CONC) 43 16.0"14.5" 6.5" 8.5" 16.0"12.5" 7,0" 4.d" 6,0" 12.5" 7.0" 3.5" 4.0'_ 5-5" 16.0"16.0 13.5 16.0"16,0"16.0"14,0" 8.0" 12.0"I6.0" 1M1,5 7,5 4.5" 8.0" 11.5" 0111_ .._ _. ..._._ ..__.____,.__ _ NCI$ 53 14.ff' 8S" 4,5' 6.5" 24.0" 9.0" 4.S" 3.0" 4.5" 9A" b.0" 3.0" 3.0" 4.0" 16.0"56,0" AS" 13.5"3b.0"16.0" 9.5" 6.01119.51, 56:0"l2.8" b.d" 4.4" 6.5" 8.5" ' 62 11.5" 6.5" 7.5' S.5" 12.0" 7.p" 3.5" 4,0" 6.0" 6.0" 3.0" 3.0" 4,0" 1 13.0" 7.5" IlA"16.0"14,5" 7.5"_ 5.0" 8.0" 12.0"72,0" d.o" 4.0" G.5'_ e 70 9.5" 5.0" 3.0' S.0_10.0" 6.0" 3A" 3.5" 4.5" 6.0" 3.0" 3A" 40 26.0•'10,5" 6.5" 10.0"16.0"12.5" 6.S" 4,0 7.4 9.0 12.0" 6A" A.0" E - - 9 100 6.0" 3.0" ,3.0" 4.0" 6.D" 3.0" 3.0 4.0 6.0 3.0 3.0" 4.0" 12.0" 6.0'µ 4.0'" -6.5" 8.5" 12.0' 6.0" 4.p" ]2.0101, 4.0 ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK 1"MIN EDGE DISTANCE 2-1/2"MIN EDGE DISTANCE S Spans Up To 6'-0" Spans OR 7p B'-3" Spans UR Tp 32'-4" Spans Up To 6'-4" Spans Up To 8'-3" Spans Up To 12'-d" - G G LOAD CONN TYPE CONN TYPE CONtJ TYPE CONN TYPE CONN 7YPE CONN TYPE `b O ANCHOR (P") x Cl C2 C3 C4 C5 Cl C2 C3 C4 CS C1 C2 C3 C4 CS CS C2 C3 C4 CS C1 C2 C3 CA C5 Ci C2 C3 C4 CS m 114"ITW TAPCON WITH 43 8,5" 7.0" 3.5" 8.5" 6,0" 3,5" 11,5"10.0" 5.0 6.S" i1.1' 8.5" 4,S" 3.0" 4,5" B,5_ 4.S" -._ -. 1-1/A"EMBED 57 7.0" 4.0" 7.0" 4,5" 4.S" 9.5" 6.0" 3.5" 5.0" 8.0" 4.0"K1111111,4.5" 8.0" S.0"�/jf 3.0" 4.0" 703.5" 6.5" 300 / jffif 4.0"f p, 1!4"ELCO ULTRACON WITH 43 13.0"10.5" 16.5' 13.0" 10.5" 4.5" 6.0" 13.0" 9.0" 5.0" 3.d" A,0" 9.0" 5.0'• 4.0" v i-114-EMBED 53•10.5" 5.5" t0.5" 10-5" G.5" 3.5" 5.4" 74.5" 6.5} 3.5 3.5 6.5 4.0 3.4"62 8.5" 9.0" 8_5" 4.5" 4.0" 9.0" 70 7.0" 7.5" 7.0" 3.5" 3.5" 7.5" yJ 100 3.0" 4.0"i 3.0" 4.0" 3.0" i/4"141LLENIUM MILLFAST 43 32.5"110.5"14,011[5.0" 12.5" 9.0" 5.0" 9A" 5.0 4.0" 33.5"11.5" 5.5" 7.5" 13:5_'10.0'5 S.5'" 5.0" 10.0" 5.5" 4-5" 9 r e ANCHOR W11-1/4"EMBED 53 ]0.0" 6.0" '4.0" 10.0" 6�5" 6.0" 4A" 11.0" It" 4.0" 5.5" li.p" 7.0 4.0" 7.0" 4,5" L - 62 80" 4.5" 8.5" 4.0" 4.0'• 9.0" 5.0" 5.0" ;y 70 6.5" 7.0" -4.p" �4.0" 7.5 4.0" 4.0" Ie z t00 4.0" ^ V 1 4'M[N EDGE OJSThNCE 2"MIN EDGE DISTANCE d 3 I(4"ALL-POINTS SOLID-SET --- - - ---'"'- -° O ANCHOR W/7/W & C1 C2 C3 ICA CS C1 C2 C3 C4 CS C1 C2 C7 C4 CS C1 C2 C3 C4 CS Ci C2 C3 C4 CS C1 C2 C3 C4 C5 a " -�+ 774.20 SS MACHINE SCREW _43 iS.6"f3A" 5_4' (b.0" 15.0_l2A" 5.0 3.0" 4.0" 12.0" G.0" 3.0" SA" IG.O"16.4" 8.5" 10.0"16.0"16.0"10.5" 5,0" 7,0" 16.0"1t.0" 5.5" 3.0" 4.5" 8.5" a a 9 a ' = 53 12.5" 7.5" 8,0" 5.0" 3.5" 16.0'13.0" 6.0" 8.0" 16_4"14.0" 7:5" A.0" 5.5" 13.5" 9.0" A.5" 4.0" 6.5" .- r3, G2 i0.4" 5.5" 4.0" 10.5" 6.5 3.4 5.0 5.0 3.5 26.0 9.5- -5.4" G.5" 36.0"11.0" 5.5" 3.0" 4.5" 9.0" 9.0 4.5 4.0 6.5" 70 B.5" 4.5" 13.5" 4.0" 4.0" 6.0" 15.5" 9,5" 4.5" 4.0" 7.0" 9_0" M1,5'_ 4.0" 6.5" u " c 149 5.0" 3.5" 5.0"' 3.S' 5-e" 3.5 9.D" 4.5" 4,0" 6.5" 9.0 4.5" 4.0" 6.5" 9.0" q.5" 4.0" b.5" J { c4'MIN EDGE DISTANCE 5/16"ITW TAPCON XL WITHJ _ 3"MIN EDGE DISTANCE Cl.. . ._._ 8 Cl C2 � C3 �C4 C5 Cl C2 C3 C4 C5 GI C2 C3 C4 C5 i C2 C3 CA CS CI � C2 C3 C4 CS CI C2 C3 C4 C5 1-3/4'EMBED 43 16.0'•16.0" 9:0" 12.0' 16.0"14.0" 7.5"1 5.0" 8.5" 14.0" 8.0" 4.0" 7-0" 5.5" 6.5" 6g 53 15.5" 9.5" 6A" 9.5" 15,5"10.0" 5,0" 6.5" 10.0" 6,5" A.5" 4.5" qg3 16 62 17_0„ 7_0" 4.5" 8.0" 13,0" 8.0" 4.0" 4.5" 4.5" E 4g 4,0" 7.0" 11.0" 6.5"✓ 5.0" 5.0" 5.5" 4.5" �C>raI�BD 70 6 _. Geg99 100 6.5" 3.0" 4.5" 4.S" 6.5" 4.5" A.5" 6.5'• 4.S'• 4.5" } 1 1.9116"MIN EDGE DISTANCE 3.1l8"MIN EDGE DISTANCE Zj '4&"8 5116'ELI ULTRACON WITH Cl C2 C3 {CA C5 Cl C2 C3 C4 C5 Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS CI C2 C3 C4 CS 1. BCD q3 12.0"10.0" 12.0" 0.S" SS.O" 8.5" 7-p• 0>riAIGR FNJ3<LBUPUNXl P.E. 53 9.5" I.W. 9.5" 10.5" 6,0" 8.5" 16.0"11.4" s,o'• 10.5" ao^ 15-2339 14.0•' 7.5 % 7.0" SCALE: " _ }7L�ID• 't0 63" 7.0" 11.5" 6.0" b.0" i2.4" 7.0" 7.0" nAOE pESCRIPTIOM 100 710" 7.0" 7.0" - � - 99 ANCHOR NOTES:SEE SHEET 9 FOR ANCHOR NOTES. no i - ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK _ 2"MIN EDGE DISTANCE ��� "!"'•, , G Spans Up To 6'•0" S9ans Up To 8'-3" Spans U.To 12'•0" It • 5 LOAD CONN TYPE CONN TYPE CONN NPE y� x ANCHO (psf) C1 C2 C3 C4 CS Cl C2 I C3 C4 CS CS C2 C3 C4 CS .,,yam. (},t# �j #12 SMSA 1112"EYEWALL 43 16.0"16.0" 7.5" 9,0" 16.0"15.5" 8.51114.5" 6.5" 15.5" 0.5" 4.5" 4.0" 7.0" " 3 It �0 ARMOR 1 $ERT W/1-1/4" 53 16.0" 10.5" 5.0" 7.0" 16.0"11.0" 6.0" 3.5" S.0" 11.0" 7.0" 3.5" 3.5'� EMBED ! b2 14A" 7.5" 4,0" 6.0" 14.5" 9.0"ion 7.0" 3.5" 3.5" 5.0" �."y� A"end (0fr4'� •'Cc =a+ 70 11.5" 6,q" 3.5" 5.5" 12.5" 7.5" 7.4" 3.5" 3.S" 5.0"64 7A" 3.5" 3.5" 5.0" 7.0" 7.0" 3.5" 3.5" 5.0" �i ssM//YIIi}.k9.4,�� 'a••z ANCH 6 1R SCHEDULE: WOOD (G=0.55) X Y 3j4"MIN EDGE DISTANCE f11 Q Q LL I9 t d i Spans Up To 6'-0" 5oans UP To 0'-3" Spans Up T9 12'•0" Z Ya t m z n o ANCHOR LOAD CONN TYPE CONN TYPE CONN TYPE �z Z x in C C1 C2 I C3 I C4 C5 CI I C2 I C3 I C4 I C5 C1 C2 I C3 C4 CS Lu ^' 1j4"LAGCREW WITH 1-3/4" 43 16.0"16.0"11.5" 16.0" MSN THR PENE7RA7R/N 53 16.0"16.0" 8.5" 10.0"16.0"16.0"16.0" 6.0" 7.0" 16.0"t6.0"11.5" 4.0" 5.0" 16.4" U)K'� 62 16.0"16,0" 7.0" 8.5" 16.0"16,0"14.5" 5.0" 6,0" 16.0"16.0,1,1t.S' 4.4" 5.0" 16,0" ID Off`" 74 i6.p"16.4" 6.q" 7.5" 16.0"16.0"12.5" 4.0" 5.5" 16.0"16.0"11.5" 4.0" 5.0" 16.0" •i O .g° 100 16.0"11.5" 4.0" 5.0" 16.0"16.0"11.5" A.0" 5.0" 16.0"16.0"11,5" 4.0" 5.0" 16.0" a H 7j16"WO D BUSHING WITH 43 16.0"15.0" 8,0'_10.0"S4A"SSS' 0.5" 4.5" 7.0" tS.S" 8.5" 4.5" 4.5" 7.0•' 1.13"MIN EMBED B 1/4.20 53 16.0"10.5" 5,5" 8.0" 16.0"I3,0" 4A" 3.S" S.5" 11.0" 7.0" 3.5" 4,0" 5.0" m SS MACHI SCREW 62 14.0" BA" 4.5" 6.5" 143" 9.0" 4.5" 3.0" 4.5" 7.0" 7,0" 33" 4.0" 1.0" .�o_ 70 32,0" 6.0" 3.5" 5.5" 12.5" 7.5" 3.5" 4.0" 4,0" ' 0 5.0" O 100 7.03.5V1111A 4.0- 5.0 7A 311, 4.0" 5.0 7.0" 3.5 4.0" 5A" �+ #14 SMS(1R#14 WOOD 43 16.0"16.0" L2.5"14.5"16.0"16.0"116.0"1 8.0" 10.0"16,0"16.0"11,5" SCREW WITH t-3/4"MIN 53 16.4"16.0" 9.0" Ii.$"14.01,56.0"15A" 4.0" 8.0" 16.0"ib.0" 95" 4.0" $5" 13.0" cu THREADP NETRATION K8 d 62 16.0"16.0" 7.5 9.5" 16.0"16,0"11.5" S.0" 7.0" 16.0"16.0" 9.5" 4.0" 5.5" 13.9' 11141A 79 I6.0"16.9" 6.S" 5.5" 13,0" )i1� 6 ¢m 100 16.0" 9.S" 4.0" 5.5" 13.0"16.0" 9.5" 4.0" S.S' 13.0"16.0" 9.5" 4.0" 5.5" 13.p" .O Pt ANCHOR SCHEDULE: WOOD (G=0.42) rQ��m g 3j4"MIN EDGE DISTANCE 4 E F 15,'Suns Up TO 6'-O" Spans Up To 8'-3" 5oans Up To 12'-0"ANCHOR iLOAD CONN TYPE CONN TYPE CONN TYPE �(Psll Ct C2 C3 C4 C5 C1 C2 C3 C4 CS C1 C2'1 C3 C4 CS a v II4"tAG$CREW WITH L-314" 43 56.0"56.0" 4.0" 50.8"16.0"Sb,O"16.0" S.S" 7.0" 15.0"16A" 9.5" 3.5" 4.5" 15.0" � MIN THRE d PENETRATION _57_16.0"16,0' 6.5" 8.0' 16.0"16.0" 12.5" 4.5" 5.5" 16.0"15.0" 7.5"; 3.0" 4.0" 11A" y v ( 62 16.0'16.0" 5.5" 6.5" 16.0"16,0" 4.5" 3.5" 5.0" 15.0'i5A" 7.51 3.0" 4.0" 51.4" O Q1 R v, 70 16.0"13.5" 4.5" 6.0" 16.0"16X" 8.0" 3.0" 4.0" Its;15.0" 7.5" 3.0" 4.0" 11.0" L - 9 100 15.0" 7.5" 3.0" 4.0" 11.0"15.0" 7.5" 3.0" 4X1, 1 t 15,0" 7,5" 3.0" 4.0" 11.0" ° 0' #14 SMS QQR#14 WOOD; 43 16.0"16_0" 8.5" 10.5'16,0"16.0" 12.5" 5.5" 7.0" 16.0"13.0" 6_S" 315" 5.0" IO.S" F p SCREW WITH13j4 MINI 53 16.0' ]64 65' 80 160"16.0" 8.5" 40" 5.5" 160 105 55 25 40 75" o THREAD P NITRATION - .. LL 3 62 I6.0' L1 S 5 0' 7 0 MS.., 6 0"13,0" G,5" 3.5" 5.0" 10 5 10 5' S 5 2 5' 4 0 7.V 70 S6.q' 95 45� 60 16.0"11.0' S.5" 3.0" 4_.0_ 00 105' S5 25' 4.D 7.5" m g 100 10,5" S.S" 2.5" 4.0" ZS" 10.5" S,5" 2.5" 4.0" 7.5" 16.5" 5.5" 2.5" 4.0" 7.5" aOil �o g ANCH F4 SCHEDULE: GROUT-FILLED CONCRETE BLOCK 3QQQ 4"MIN EDGE DISTANCE _ 52 C` Ila, Spans Up To 6'-q" Spans Up To 0'-J" SoanS Up T9 12'-0" LOADCONNTYPE CONNTYPECONN TYPE z ANCHOR 1psQ C1 C2 C3 C4 C5 CI I C2 C3 C4 C5 Cf C2 I C3 I C4 CS a 5116'1TW jApCON XL WJ• 43 15_0'16_0"76.4"]6.0"16.0"16.0"16.0"i5A"16.0"Sb.O"ib.0"15X" 4.0" 14.8"I6.0" 2-I1/64.11`1 14'MIG NL EMBED 53 16.0"16.0"16.D"16X"16.0" 16.0"16.0"11.0" 16.0"16.0"t6,0"12.0" L5" 12.0"16.0" a3 6 RS 62 16.0"16.0"14.0"16.0"1G.0"16.0"15,0" 9.0" 14.0"16.0'16.0"12.0" 7.5" 12.0"16.0" 70 16.0"16.0"11.5"I6,0"16.0"16X"12.5" 8.0" ]2,5"16.0"16A"120" LS" 12.0'I6.0" 100 16.0"12.0" 7.S' 12X"16.0"16.0"12,0" 7.5" 12.0"16.4"16.0"12.0" 7.5" ]Z4"14.0" s�e a R 5/16"ELC ULTRACON W/ 43 16.0"16.0"10.5"14A"16.0"16.0"10.5" 6.5" 9.5" 16.0"11.0" 5.5" 6.5" 9.0" �a @05 2.1/4"MIN EMBED S3 16.0"13.5" 7.5" 11.0"16.0"14.0" 7.5' 7 9" 13.5" 4A" 6-5- 1 .5 �Prn9RiFP7reCLeEe7UFm9PE' _._. _. __"_ m 1 62 ib.p"10.0" 6.0" 9.0" 16,0"11.0" S.5" 4.5" 9.0" 9.0" 6.5" 15-2339 70-15.0" 8.0" 5.0" 8.0" 15.5" 9.5" 7.0" 9.0" 6.5" SCAI6s s - f/� O 9.0" 5.5" 6.S" 9,0" �5.5 6.5" 9A" 6,S" S �z0 � _.,. _ _. ._ __ PAGE DESCRIPTION U _, 2"MIN EDGE DISTANCE Cl C2 C3 14 CS II I C2 I C3 _C4_I CS CI C2 C3 _C4 CS- #t2 SMS W 2"EYE, 'L 43 I6.0"16.0' 9.5" 11.5"16.0"16.0" 14.0" 6.0" 8.0" 16.0"14,5" 7.5" 3.5"�5.5" 11.5" ARMOR INS RT Wj 2•EMBED 53 ifi.0"16.0" 7A" 9.0" I6A"56.0" 9.5" 4.5 6.5" 16A"tL5" b.0" 3.0" 4.5" 8.5" S 62 16.o"13.0" s". 7.5" 16.0"14.5" 7.5" 3.5" 5.5" 37..0 115" 6.0" 3.0" 4.5" 8.5° ANCHOR NOTES:SEE SHEET 70 16.0"10.5" 5.0" b.5' 55.0"t2.S" 6;S" 3.0" 4.5" 9A" t1.5" 6.0" 3.0" 4.5" 8.5" m y L I '-100 -" 9 FOR ANCHOR NOTES. 100 11.5" 6.0" 3.4" 4.5 8.S" 11,5" 4.0" 3,0" 4.5" 8.5" 11.5" 6.0" 3.0" 4.5' 8.S" - I�