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Opening I Size (W x H) 1. Accordion Shutter 36 x50 (Front Upstairs Window) 2. Accordion Shutter 36 x50 (Front Upstairs Window) 3. Accordion Shutter 36 x 50 (Front Upstairs Window) 4. Accordion Shutter 36 x50 (Side Upstairs Window) 5. Accordion Shutter 36 x50 (Side Upstairs Window) 6. Accordion Shutter 72 x 50 (Back Upstairs Window) 7. Accordion Shutter 26 x38 12 13 14 (Back Upstairs Window) 8. Accordion Shutter 26 x 38 (Back Upstairs Window) 9. Accordion Shutter 36 x 38 (Back Upstairs Window) 6 7 8 9 10. Bahama Shutter 36 x38 (Side Upstairs Window) 11. Bahama Shutter 36 x38 (Side Upstairs Window) 12. Accordion Shutter 74 x80 (Downstairs Door) 10 13. AccordionShutter 20 x 25 (Downstairs Window) 5 14. Accordion Shutter 74 x 80 (Downs Stairs Door) 11 4 3 2 1 N »� 00 rn 't. aCY) CU Ij- W 11.J v cN N LL COPYRIGHT E.TEMPEST.CDM SCALE: NOT TO SCALE DATE: Feb 06,2017 PAGE DESCRIPTION: Site Plan PAGE: OF 1 1 Property Infonnation Building Information Owner: Rule Wind Zone: 160 MPH. Address: 237 E Easy St Exposure Category: B Ft Pierce,FI 34982 Minimum Building Dimension: 30 ft. Mean Roof Height: 25 ft. Risk Category: 11 Design Pressure Calculations Opening Location Device Device Device Max Positive Max Negative Number Zone Width(in) IL Height(in) Elevation(ft) Pressure(psf) Pressure(psf) 1 Int 36 50 7 32.0 -34.8 2 Int 36 50 7 32.0 -34.8 3 End 36 50 7 32.0 -42.5 4 End 36 50 7 32.0 -42.5 5 Int 36 50 7 32.0 -34.8 6 End 72 50 7 30.5 -39.6 7 Int 26 38 7 32.5 -35.2 8 Int 26 38 7 32.5 -35.2 9 Int 36 38 7 32.5 -35.2 10 Int 36 38 7 32.5 -35.2 11 Int 36 38 7 32.5 -35.2 12 Int 74 80 7 29.5 -32.2 13 Int 20 25 7 32.5 -35.2 14 Int 74 80 7 29.5 -32.2 Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.5th Edition(2014)Florida Building Code. Page I of 1 pp t 7 �i�°.�'tf��2 �L �,y�T��(� S � �r �Z�i✓s-��'f 6r� �� � > g� � �y �`r..:i 5 _ _ __.., fi•,H< _ _._ _... _. ._. tF'� � ^ .c rWln '�filar# BCIS Home! Log In User Registration Hot Topics ? Submit Surcharge Stats&Facts Publications ? FBC Staff BCIS Site Map j Links Search i `' rx°;Product Approval �'' y ,.� USER:Public User '"' . x Product Aooroval Menu>Product or Application Search>Application List>Application Detail Id r FL# JET Application Type Revision Code Version Application Status Approved Comments Archived --cc;.it7e . Product Manufacturer Town:andwCountry Industries, `d-��.s 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 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 hutte_rg' 1_ Subcategory Accor--d! Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer i Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Frank L. Bernardo,P.E. the Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation&Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By ORLANDO L. BLANCO,P.E. ,, Validation Checklist- Hardcopy Received Certificate of Independence FL13757 R5 COI Index 2.odf FL13757 R5 COI IndeD 3.odf FL13757 R5 COI Indeo.odf 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 t � r Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13757 RS Eauiv Equiv 2.Ddf FL13757 R5 Eauiv Eouiv 3.Ddf FL13757 R5 Eauiv Eguiv.Ddf 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 FL13757 R5 II Dwg.Ddf 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:See installation drawings for allowable FL13757 R5 AE Eval.Ddf span/pressure combinations and additional limitations of Created by Independent Third Party: Yes use. `13757:2 =J 6 BStrearpl(rte SfitStter Large Missile Impact Resistant Accordion Shutter System Limits of Use " Installation Instructions Approved for use in HVHZ: Yes FL13757 R5 II Dwq 2.Ddf 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:See installation drawings for allowable FL13757 R5 AE Eval 2.Ddf span/pressure combinations and additional limitations of Created by Independent Third Party: Yes use. 13757.3 E.A. Essential Facilities Accordion Aluminum accordion Shutter approved up to missile level"E" for use with essential facilities and wind zone 4 applications. Limits of Use Installation Instructions Approved for use in HVHZ: No FL13757 R5 II Dwa 3.Ddf 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, FL13757 R5 AE Eval 3.1)df anchorage,etc. Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road.Tallahassee Fl.32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ® r,.f Credit Card Safe PR03ECTION VARIES 2874" 4.874"MAX. 0.115° . -�-- •• I`11,C9 `-'• �' 0 0.062" 0.450" 0.080" ` p 0 0.125" I-1.830" 0.062" b N 1.708" tl.100" 1 - -080" 0.063" L.7* I 1.708" 0.100" --�- � N 0.195^ 0 2.820" 3 '•.• Ido /•>;.. 0.195" o,�os0" L 0.060• 0070^ 0.060" �`+ Q r•.� tii v o ---_r 0.630 0.062" 1.408" s 1.943" 1}-- / s' z O.i2S" rt. 0.630" I �i� '•• 0.062" 0.062' �" j.., 0.143' 0.096" 0.630" all 0.630" qg r _ �� 0 060"'� 0.4>S" " 1. 70"-� }•0.471"� 0.143" m 0.63- 0" -`Z°''/1 lye l�Uu °'R r0 2091 0.06 0.630" " `P.' G: 7 0.062" -1.069"-{ O.Db2" 0.200" 0.06"L.: 0.0621 t11 q 5� -1.069" z W a SUPPORT LEG OPTIONAL '4 0.0620 1.069,44-0.062"200' W 1.069' 5.745"MAX. 34•••3 m 5.745"MAX, In m 3 Y �i; WALK- �- 2 BUIID�OUT-WALL<, 3 STREAMLINE CEILING TRACK 0 STREAMLINE WALL TRACK HEAVY HEADER/SILL LITE HEADER/SILL mow` . ",.SCALE:HALF SIZE �'SCAGE:-HACF'SIZE " SCALE.HALF SIZE SCALE.HALF SIZE SCALE:HALF SIZE SCALES HALF SIZE O a & WHERE SHOWN,SCREW BOSSES &FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS 0.874'{ {--2.655" ��B75" 0.510" N k 2.395" 2.195" 1.230" w�S 1.229" � 0.105° 0.060" 'om d 'o-m 0.7 5" vii 4 I ® ❑.T-i a�!�+ ---2.655" r U7 in _ ro 1 t S I 2.362' 4.84" Zm a 7': m o 0.105" in (� a Z�Q 1.069" " ri I .831" ,10 n N I ,n 7 ry ! I I 4.510' 'O C`u ti ' iO 0.105" 7 1.069" 70.105 0.075" O I 0.075" N --^ G j ,.I OA44" 3 {�_-�„ 0.994"-�1 g 07 NOTE:TESTED THICKNESS OF a 0.781" -� .--Y �-- =-4.510 -�--j ��--3.506"� OARE METAL W j0 PAINT IS 0.039" Q3 O SILL O SILL ADAPTER O EXTENDED SILL0EXTENDED SILL ADAPTOR �� ADJUSTABLE SILL BOTTOM 73 6.iSTREAMLINE�SL-ATLBLADE SCALE,HALF SIZE SCALE:HALF SIZE SCALE,HALF SIZE SCALE:HALF SIZE SC'ALE,:HALF`SIZE=-:-: SCALE:HALF SIZE N C, �i 0.080" 0,477" 1V 570" 0510, Q G¢�� 0 590" 0.340.070" 0.245" Y 0.143"-{ 0.143" �- _ 1.708" 0.143° 0.096" 0.060" 0.115" .u7" 4.753" uo a 19 0090"n at0.096" " K L4 R tS� Sg 0.662" 0.630" 0.060' POFh'ItlCxtrftM[<L BFNwnoOPE 0.044^ o.z27^ 0693 15-2339 NOTE:THICKNESS OF BARE 2.822" �-1.62S" l f_- 0.420" SCALE, - - METAL W/O PAINT IS 0.039" Pe caiaT o 15 '6,8 STREAMLINE STACK RADIUS CEILING HEADER/SILL 17 6.8 STARTER Ig WALL SILL CLIP 186 WALL SILL R O SCALE,HALF SIZE SCALE,HALF SIZE SCALE,HALF SIZE SCALE,HALF SIZE SCALE:HALF SIZE VY o� ju ---yrr- -0'126 0.610" STAINLESSSTEEL •2a li-'f � NYLON WASHER OR •I ASSEMBLY 4 0" ALUMINUMG0.320"9HOLE x0.050" 0.357" 11' ��w 0,276' }` ;o� 0.880' I NYLON ?4 v: in #10x 2.3/4"410FITS.S. O• , ri 0.05(7° WHEEL 0 a O p,1 INSERTS SCREW W/TC ULTRACOTE 0.591" z IY- I INTO COATING in Tr ren} 1 1.100° { F 0.240" I r TRACK (TYP TOP&BOTTOM) N 0.062" 1 SA ' 0 1- 'Y NYLON USHING W/WASHER: -5"MAX. --j INSIDE OINTATTYP.AT EVERY T{OP. 0.870"ER 0.750" 7/16"0x 1/2"INTERIOR IJOINT JOINT TOP BOTTOM ~0� 154"-I -0.137" '',/����� o"R U CYLINDER-SOLID BRASS,NICKEL PLATED 19 ANGLE rr`_-c,Y= ---:, EITHER CAN BE USED ON EXTERIOR SCALE:HALF SIZE 22 ROLLER"ASSEMBLY:_ _ HOUSING-ZINC DICAST,POWDER COATED O O >u �j a 24 BUSHING ASSEMBLY DETAIL 2B BOX CENTER INSERT r�EE11 <9' < SCACE.HALF SIZE NOTE: MAY BE KEY OPERATED OUTSIDE z t m$z S D OR KEY/THUMB TURN OPERATED.INSIDE. SCALE,HALF SIZE SCALE:HALF 512E 7 w t (-}0.250" ,. _..:.... L 23 BRASS<Pl1SH,'LOCK W W "W 3 b SC•ALb:HAL-F-:SIZEN *3 -1 80.155" c w Er 1.978" :D w" 80,500" .000" 2.125 .a O 0.500" 0.236' 1.742° 0.286" 1.603" a w o 0.623" 1.710" 1.224" 0.267" •+ uoi 0.790" 0.090" 0.319" 0.531" 0.531" o M 0.064" w + + m r`n' 2.250"� 0 0.28 /1.6• o• 0.09 � 0.250' �� I I o ♦ o 01 m `-6' 0.607` 0.607" rnw'O d 0.118" '1 1-0.224" 0.239" ^� m�-i n :�.:n m t, 2.000" 0.060" 0,496" f 'i n m m n o in F O 2.750"-� 0.240" 1.758" � � 7,E c 27 RAINGUARD 2B DECORATIVE FLOOR TRACK 3.476^ ~ ~ Lam- �' "�o� _ SCALE:HALF SIZE SCALE:HALF SIZE 0.160" + 0 222" 0.240" O Z's<¢ui 1.001 0.062" 0.062" 1- �-0,062° 0.176" 30.IINIMATEi:LOCIC `'` 31 MALE BOX CENTER 32 FEMALE BO CENTER -C�I�,F� E SCALE+HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE s o " -4-0.062" �---•-5.500"z 13/16"WIDE '}0.400" 167" 7/16"0 STAINLESS STEELNUT O o .. �• �_ w �� S 30 n M 0.125"JI 0.188" nv V�T i� 0 0.436" Typ• 5/18-18x1 MACHINE SCREW �r 5/16"0 INTERNAL STAINLESS STEEL a 0.121" T4.500"- I--}0.689" POWDER COATED,ZINC DICAST THREAD Gi a +l SECTION A HEAD STYLE VARIES "'v �O3 1.050" a �*OEL'fA MODEL 2022 3B,'T-LON AD_AP,TER 37 T-SCREW INSERT 38 THUMB SCREWINDUSTRIAL SYSTEMS , _--BOX LOCK SCCALE,HALF SIZEa SCALE:FULL SIZE SCALE:FULL SIZE o.z54" 400 40b 40c9SCALE:HALF SIZE END=STJ21 P"1 2.000^ " 1 O.izs" XT { -1.500^ t e --- 0.125" SCAIE:-"IiALF SIZE S 0.000125" 0.093" d Jq g I 0.085" 0.250" O 0 0.093" n 0.125" CCPYRX§ff FRWLBUKkM0PE 0.D05" M 15-2339 E V •' �_- I L � L SCALE: - ff 1 PAGE DESCR7PT20N• 2X% ANGLE 20 ALT. 1" END STRIP 21 1.5"x3"x0.093" ANGLE 25 2"0%0.125" ANGLE °99 SCALE:HALF SIZE SCALE.HALF SIZE SCALE:HALF SIZE 2X7 HALF SIZE a ---- - I1CIY Qi ANY ANCHOR PER ANCHOR EDGE DIST. SCHEDULE 0 18'O.C. FE1,11STI'NO DIST. SCHEDULE FOR A ANGLE EMBED loSBE END STRIP gC,F. - I LEG 0 RECITONn II 4" OR 6.8 STARTER cc p- EMBED. MAX.17 (INTERIOR) -JIMAWITH 21 OR 25. 1 17 MIN.0.062"THICK 6063-T6 ALUM. I 4A ,;,$gj 21 25 cl%� ANGLE 1",x-l"MIN.TO 2"x S"MAX. &0,NT2 SCHEDULE EDGE PO (ANGdt,LEG MAY BE REVERSED) FASTEN ANGLE TO TRACK\10/ DIST. 2)#lox ,SC > AN CORNER,TOP&BOTTOM;AND LD HED LE-V'0'-6,16�7- A ACH 0 6.8 STARTER W/ Sc ft 13 #12 x 1/2"GALVANIZED OR 13 13 13 #12 X 1/2"GALVANIZED OR S.S.SMS, S.S.SMS,3/16-0 ALUM,POP W 30 3/16-0 ALUM.POP RIVET,OR 1/4-20 RIVET OR 1/4-20 MACHINE ALTERNATE END IP DETAIL BOUT&NUT @ 18*C,C. P. WITH 6�A ST USE(1)BRASS PUSH LOCK OR(1) MACHINE BOLT&NUT @ 16"O.C. 8 STARTER AND ANGLE (EXTERIOR) 5/16-18 UMB SCREW INTO THREADED ALE:3" 1*-0*' ANY TRACK W1 LU W 37 AT 1/3 SPAN TO 2/3 SPAN SC, SCREW BOSSES. FROM OM OF SHUTTER.RECEIVING END STRIP SCHEDULE ENSER75 TYPICAL PLAN VIEW HOLE SHALL BE 3/8"MAX WIDTH,UP TO 8 SPAN E SCALE,3"=V-0" 1"HEIGHT. 1'810(2.71 62 7 82 94" ry 112 8 SR, USE(1)BRASS PUSH LOCK 2 7 SEE END 2 STRIP OR(1)5/16-16 THUMB LOCKING DETAILS FOR 2"111 (3.7� SCREW 1 0 THREADED MATES — MA-- INSE 37 AT 1/3 SPAN c 82 8 SPAN WHEN U 3 7 ENTER USING TO: PIA N R SHOWN ON RANDOM DETAILS 3-WO(4.7") 62 8 20,40a,40b OR 40c, F FROM OM 30 (9 2 79' Dcg BOTTOM 0 SHUTTER. r- I- RECEIVING HOLE SHALL BE 9 1/4' OR 6.8 STARTER 3/0"MAX WIDTH UP TO 74, MAX. WITH 21 OR 25. I"HEIGHT. 30 ALT.I"B/O 62 0-.g& (2.7") 72 zrz�.". 829., zz�. 8 40 40 ' USE APPROPRIATE xD 3 STARTER STRIP TO 45 937 PROVIDE CLOSURE 40 20SCI FOR 13 X0.093" 57 3 BUILDING CONDICONDITIONS.23 64 60 1, FASTEN STARTER STRIP 7 7- To TRACK W1(2)1310xl" ia (INSIDE) 7 - v- SCREWS AT CORNER,TOP 0 2"x3" 4.9 139" &BOTTOM. x0.125' 6 1 ALTERNATE END STRIP DETAIL (z i 527 Izj SCALE,3"=V-0" ANY TRACK W/SCREW 60 20, BOSSES,13 F i 18 64 1 16, 70 -3 0 STHAN SILL :OR GREATER SPANS"OR LOAD'9" SHOWN IN END STF41P SCHEDULE,END MIOSPAN USINCAPIYANCHOR ONTHE EXISTING GLASS I STRIPS REQUIRE A I'XI-.090-CLIP ANGLE 05 ANC14OR SCNEDULE&*14014-TEX I Z 13 SCREW OR 1/4-20 BOLT TO END STRIP. 0 1 — 30 USE(1)BRASS PUSH LOCK (INSIDE) LOCK 0 THREADED USE III BRASS PUSH OR 1115/16'18 THUMB 13 7 AT 113 S OR(1)5/16-18 THUMB I-NA'11-T PAN SILL M 5� SCR OATpREASPD ;0 2/3 ANFROM 7 C 1/3 AN OTTOM OF SHUTTER TO 2/3'50AN FROM INSERT BOTTOM OF SHUTTER. (0 UTSIDE) RECEIVING HOLESHALLBE -MAXWIDTH.UP T 3V8 HEIGHT. 23 TYPICAL OUTSIDE CORNER CLOSURE 35 30 CCt DETAILS WO/CORNER POST 13 30 NTS is 13 23 31 2 (OUTSIDE) 15-2339 SILL USE(1)BOX LOCK AT 1/3 SCALE: - I SPAN TO 2/3 SPAN FROM PAGE DESCRIPTION, BOTTOM OF SHUTTER TYPICAL INSIDE CORNER CLOSURE MULTIPLE SHUTTER ASSEMBLY DETAILS WO/CORNER POST NTS SCALE,3"=1'-0"-O" IA-L §j U-� p P.E. REFERENCEANCHORANCHOR EXISTING HOST ON TYPEX553 P11VOn�' SCHEDULE FOR MAX. STRUCTURE =Z •'� 11 1/���• S'. _ SPACING Cl CONNECTION TYPE 1/4_20 MACHINE BOLT = REFERENCE ANCHOR 1/2" W/NUT Cal 12"O.C.OR " SCHEDULE FOR MAX. ® 014 SMS Lal 6"O.C, 7k SPACING 1/2" (TYP.TOP&BOTTOM) �p 2 FASTENERS ALUM. TUBE j 4'9�"• pp1 '(`'(2$ EACH ANGLE 6063-T6 ALLOY I �� �� •'{}•+� •„333 SEE TARI F A FOR SIZE. I I W o )�R 660J 1"x 2"x 1/8" vV - 11� OR 2"x 2"x 1/8" I r. I, ALTERNATE THRU BOLT _ t�3z g .�3 ALUM.ANGLE Cl CONNECTION TYPE MN GLA55 ° Zfl" w d _ REFERENCE ANCHOR ¢ w �ill Q '� I d SEPARATION w v W LL o SCHEDULE FOR MAX, 13 1•-I 2 4 THREE 3/16"0 ALUM. a 13 ,�11 I SPACING PER TABLE 2 F Q w W Z X s m w o POP RIVETS OR F I GLASS Rtttt = a m W iLL11J 3 THREE 012 SMS,TYP, 0 17 - I I I OR DOOR—ll vl�n N< 3.1 w�"'`•,3 3/16"O ALUM.POP U X I' In 3 .1 17 RIVET OR 012 SMS r I / .r A <3 plu TABLE A(co) (a1 19 O.0.(TYP.) \ _—_ o a ( I PRESSURE VS ALLOWABLE LENGTH YSO OR = 2"xYxl/8' 3'x3"x1/8• MAY USE MALE OR w m PSF N.B/0 NO B/O FEMALE LOCK-SLATId 0 o \ It 62 133' lee" 13 ALTERNATE THRU BOLT I 1/4"MAX.FROM PIN ! CS CONNECTION TYPE q 72 124 v9 CC3 TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR REFEORENCE ANCHOR r-. -1 WASHER(TYP.)TNG rn N y 82 119" 122" NTS SCHEDULE FOR MAX. SCHEDULE FOR MAX. d 92 114" 165' SPACING - f02 110" 160" I'1___JI/ tl4x3/4"SMS Co)9"O.C. 120 -- / ANGLE TO TUBE CONNECTION w m 104" 14>" � �p c e p n lsB TABLE B cc4 EXISTING HOST 2"x 2"x.125" pa 9r 131• ( EMBED. 6063-T6 ALUM.TUBE 1i I 200 88' 134• PRESSURE VS ALLOWABLE LENGTH STRUCTURE O�m<m 5 CONNECTION TYPE v I 6' 2"x2"zl�8' 3'z3"xl//8' EDGE DISTANCE REFERENCE ANCHOR o 6 PSF WITH 8/O WITH B/0 SCHEDULE FOR MAX. 0C SP ACING \/: c w 62 113' 166" w g FASTENER Cal 18"O.C. E 3 72 for tsr (USE ANY ANCHOR SHOWN Cb ALTERNATE BUILD OUT MOUNT SECTION a a F 82 101" 14r IN ANCHOR SCHEDULE). SCALE•3"=1'-0" G 92 95• 139` O � 102 90' 132' CC1� .pc 3 120 83' 122" L I F Iso 74" 109` m LL 11 200 69' 79" w u 11--w m " 2"x2„x _ F >7 S 3/16 RIVET OR 1172 SMS .090"6063-T6 MN.GLASS 13 18"O.C. OR 1/4-z vI o ad Cal 77 ALUM.TUBE TYP. EPARATION S Z L, g' NUT&BOLT IT J. 3/16"0 ALUM.POPN � PER TABLE IA o ALUM. TUBE RIVET OR 012 SMS GLASS 2 X p Z m jai 6063-T6 ALLOY W 18"D.C.(TYP.) OR DOOR a o a ra- a2 SEE TABLE B FOR SIZE. 2"x 5"x 1/8" '" E u N " '" f 2 FASTENERS x CONTINUOUS EACH ANGLE c 5� m V x 2"x.093"6063-T6 ALUMINUM ANGLE ALUM.ANGLE,TYP. THREE 3/16"0 ALUM. OPTIONAL ANGLE INSIDE 3 16 s 0 POP RIVETS OR 17 ORIENTATION TYP. 17 0 6 Ee 17 THREE 012 SMS,TYP. E E E pz 0 0 ".x"x 4 CONNECTION TYPE d '9 OR 2"x 2"x 1/8" ? gg 13 ALUM.ANGLE D CHOR SCHEDULEEFOR MAX. E USE MALE OR FEMALE LOCK-SLAT SPACING NRUI PYN FWJIXLEEINWDOPE. EXISTING CONCRETE. e 13 13 BLOCK OR WOOD FRAMING 15-2339 SCALEI - OUTSIDE EE INSIDE SILL MOUNT SECTION PAGE OESCR1PTIONI H12 x 1/2"GALVANIZED (OUTSIDE) SCALE.3"=1'-0" CC4 TYPICAL CORNER CLOSURE DETAILS OR S.S.SMS,3/16"0 ALUM. O NTS POP RIVET,OR 1/4-20 SIDE CLOSURE OPTIONS MACHINE BOLT&NUT SCALE,3"=l'-0" a99 Cnl 18"O.C. 'S +R9p P.E. C5 CONNECTION TYPE ae `�nIN�F4,r Zw REFERENCE ANCHOR EXISTING �• �Q`1 Orr SCHEDULE FOR MAX. STRUCTURE •I p SPACING O ��i ,LQ• ,: GLASS ¢o w^ GLASS w C7 CONNECTION TYPE 5"MAX, 1/4-20 MACHINE BOLT F OR ODOR Fuu} OR DOOR ww u REFERENCE ANCHOR W/NUT @ 12"D.C.OR T F-u�'r_ I-a+» SCHEDULE FOR MAX. 19 014 SMS 6"O.C. ¢ w 13 =W j= z J SPACING 1/2•• (TYP.TOP&BOTTOM) nr MN m Val J GLASS I..Z u a r IOCM 1/4"-20 THRU BOLT W/ fiA55 X m EPARATION 17-'R¢ /2Q•• ° gg EPARATI ¢=a #14 x 1/2"SMS @ 12"D.C. z o f- w '4•'•� �- LOCK NUT @ 12.O.C.OR E f w F OR 3/76"H ALUM.POP PER X¢w¢Q 17 F- z 12 x 1/2"SMS @ 12"B.C.E.S. PER w F- TABLE 2 u O a ° m S OR 6 OR OR 3/16"0 ALUM.POP TABLE Z� RIVETS @ 6"O.C. OR 1/4"H F m w o 8i 0R�6 yi w�od W ALUM.POP RIVETS 12"O.C. / I„ N•'" RIVETS @ 6"O,C. E.S. \ .�x C1° ¢ Ix �+7 Ig�1M�L a e 3 R.1/4,'m ALUM.POP RIVETS / m 11 AND(3D u' j U..W 3 @ 12"D.C.E.S. 1/4"MAX.FROM PIN MR CLASS D: rrnn F5 / 1/4"MAX.FROM PIN ASSEMBLY GUIDE TD S INC SEPARATION 13 Fw, j U ¢w LL Z u d Q9 ANO OO GUIDE TO BUSHING 1/2' TYP• PER TABLE 2 I-m x❑•- '7 V y m.moo w o WASHER ITYP.I w WASHER ITYP.) p mww W!W� �poUV ASSEMBLY m GLASS =F z u CO w m z / 1/2" 1/2"TYP. EXISTING CONCRETE, w 3 CONNECTION TYPE OR DOOR— m o m¢ 3 m w BLOCK OR WOOD FRAMING X 2 m Z EDGE REFERENCE ANCHOR (X K, x 4 CONNECTION TYPE DIST. SCHEDULE FOR MAX. Z-0, 0 w£' REFERENCE ANCHOR SPACINGEDG <m DSTEDGE SCHEDULE FOR MAX. m SPACING AS SHOWN / 3 CONNECTION TYPE IN DIAGRAM ON PG,9 mo v~i (SOR 6 OR N REFERENCE ANCHOR EXISTING CONCRETE, w ° SCHEDULE FOR MAX. D � \\ SPACING.ALT.FASTENER BLOCK OR WOOD FRAMING 1/4"MAX.FROM PIN � / \ ® LOCATION.FRONT AND C1 CONNECTION TYPE / GUIOE TO BUSHING BACK ANCHORS NOT REO'D REFERENCE ANCHOR 1/ WASHER(TYP.) D49 i 1/4" FROM O INSIDE MOUNT SECTION 0 U PIN GUIDE TO WITH THIS LOCATION SCALE:3"=1'-0" SPACIONG E FOR MAX. i9 _w • GUSHING WASHER S CONNECTION TYPE ��+.11�S AO INSIDE MOUNT SECTION REFERENCE ANCHOR m '(TYP.) SCALE:3"=1'- m °^ R 0 EXISTING CONCRETE, SPAC NG E FOR MAX. O m a n BLOCK OR WOOD FRAMI EMBED. o z g ma! O (p BUILD OUT MOUNT SECTION z w qq V Q .e �— TYP. BOTTOM EXISTING CONCRETE, SCALE:3"= L BLOCK OR WOOD FRAMING EXISTING m NOTE.FOR DETAILS A,B.0,AND E ON THIS SHEET, EDGE IST' a a 4 CONNECTION TYPE THE BASE TRACK MAY BE INSTALLED IN SECTIONS STRUCTURE_, m REFERENCE ANCHOR EMBED. WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS w REFERENCE ANCHOR A MINIMUM OF TWO SETS OF ANCHORS AND ISA SCHEDULE FOR MAX. --REFERENCE ANCHOR 'U MINIMUM OF 12"LONG.THE SILL OR CEILING TRACK W E SPACING SCHEDULE FOR MAX. r O USED WITH THE BASE TRACK MUST BE CONTINUOUS - SPACING OVER THE GAPS BETWEEN SECTIONS. 3 16 SRO 7 lJJ F w F 1/2.. S W m0 N 5 GLASS pp ¢ OR DOOR GLASS 13 F- Mo— MR �w ,� Qg w #12 x 1/2"SMS 12" m m w tt -: 0 3 @ EPARATI 2 w w:- ayq w O.C.OR 3/16"0 ALUM, PER N p U m r =o 3 T _ eg o I...w» POP RIVETS @ 6"O.C. TABLE a 13 1-0 mww AF, w=°•- X ZI- GLASS OR Z 13 7 m w w OR 1/4"H ALUM.PDP Q M¢ DOOR— MN GLA M M 02 m p a n MN GLASS M'Z LU RIVETS @ 12"D.C. g 0 0. L7- ¢ g H m m PER TABLE 2 Z°Z m SEPARATION mL72mQ u PER TABLE 2 X Z°2 F" - O a 1/4-20 S.S.MACHINE Q W o Q O7 AND OB 1/k"MAX.FROM PIN u m aE SCREW&NUT @ S �� ASSEMBLY 1/2" GUIDE TO BUSHING ¢ e g 12"O.C. TYP. WASHER(TYP.) w F �pT L GLASSw m m e 9 3 OR DOOR 1/4"MAX.FROM PIN m 1/4"MAX,FROM PIN S E X 4 CONNEC'RON-TYPE w ° 1/2" GUIDE TO BUSHING GUIDE TO BUSHING N ¢ - 4 WASHER ITYP.) WASHER(TP.) EDGE • REF.ERENCE f,N-CHOR 6� R Z ,F �m EXISTING CONCRETE, DIST. SCHEDULE FOR MAX. C7PIRICRFFFWL{LeF1wMp.E N BLOCK GR WOOD EXISTING CONCRETE, 4 CONNECTION TYPE N DIAGRAM ON PG.9 REFERENCE S SH WN nANCHOR 15-2339 QN'-TYPE OR BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX. SCALE: 3 CONNECTION TYPE #12 x 1/2"SMS 12" SCHEDULE FOR MAX. "x 3"x 1/4"CONT. @ SPACING PAGE DESCRIPTION: 063-T6 ALUM.ANGLEJ�� REFERENCE ANCHOR O.C.OR 3/16"0 ALUM. SPACING.ALT.FASTENER EXISTING CONCRETE, E MAY BE REVERSED SCHEDULE FOR MAX. LOCATION.FRONT AND BLOCK OR WOOD FRAMING POP RIVETS @ 6"D.C. BACK ANCHORS NOT REO'D _- 5 SHOWN DASHED) SPACING OR 1/4"0 ALUM.POP WITH THIS LOCATION OWALL MOUNT SECTION RIVETS @ 12"D.C. ot9 D E CEILING% INSIDE-.MOUN7SECTION F WALL'_BUIL-D_.OUT-� SCALE.3"=1'-0" O-'SCALE�v3"-1'=0" - OSE`TION I = I MN CLASS w 1 hqpIYI GLASS SEPARATION Z,� NFE OR DOOR PER TABLE 2LAS 13 O❑ ` //////// Q z DOORS OR $ - ; A ! GLASS OR 0 w 0. DOOR MN.GLASS I X N M SEPARATION *: z EFW rlE GLASS wwPER TABLE 2 viry RATION wZ j ABLE 2 W 7 a r I 1 LA I N F p W j =A C1 // XwKN 13 6�uVQ7wo F J u0 Z Cl CONNECTION TYPE X w¢N m w W'o -w - 1/4"MAX.FROM PIN GUIDE 2B U a REFERENCE ANCHOR Q -' Z TO BUSHING WASHER(TYP.) a N SCHEDULE FOR MAX. U a H w TWO 1/4"0 WOOD .250" SPACING a ut 3 3 LAG SCREWS @ 24" ut C m —C4 CONNECTION TYPE 1 W-- O.C.MAX.WITH 2" REFERENCE ANCHOR 1 S .250" Q THREADED PENETRATION "T"INTO CENTER OF 2X STUDS o SCHEDULE FOR MAX. a SPACING EMB."T' 14 SMS @ MIDSPAN BETWEEN /Y /p L �W n STUDS FOR TRACK TO 1"x 4" / PLYWOOD& TUBE CONNECTION EXISTING HOST STRUCTURE 1•n1 o ry STUCCO FINISH 1"x 4"x.125" Ci 6063-T6 ALUM.TUBE THIS DETAIL TO BE USED WHEN STUD SPACING O DECORATIVE FLOOR TRACK DETAIL OO WALL MOUNT SILL DETAIL W s d EXCEEDS THE MAX.ALLOWABLE ANCHOR SPACING. SCALE:3"=1'-0" SCALE:3'-=1'-0" ¢$ OWALL MOUNT SECTION THIS DETAIL MAY SCALE:3"=1'-0'• ALSO BE USED AT TOP O zm ACCORDION SHUTTER ttE PER PRODUCT APPROVAL-\ it o —GLASS w a v j MN GLASS ~Ll ZD SEPARATION OR DDDR 1-r - NII PER 7ABLE2EXISTING WOOD IG=0.42) APPLICABLE AT TOP Z WTRUSS OR RAFTERAND/OR BOTTOMQ 0. JE @ 24"MAX.O.C.a. 2"OR 3' E EXISTING FINISH MATERIAL g 1/2"MINfMINTR 5 6 1/4"MAX.FROM PIN GUIDE 2"x S"x 1/8"6063-T6 TO BUSHING WASHER(TYP.) ALUM.ANGLE W/THREE 2"x 3"x S'e"x CONTINUOUS OR2.175° 3 6 2"x 2"x S'e'x CONTINUOUS 1/4"TILE(TYP.) 1/4"0 WDOD LAG6061-T6 ALUMINUM ANGLE FINISH MATERIAL SCREWS WITH 2-3/4" °3/4"PLYWOOD MINIMUM THREADEPENETR."T" NWOD I .THICK 6061-T6 ALUM TRACK X —1/4"0 A32S GRADE THRU BOLT 7"O.C. @5 6 Ca7 EACH RAFTER OF TRUSS,D TO ANGLE WITH 1/4-20 @ 24"O.C.MAX.WHEREANGLE FA57ENE0 TO OR 5/16"m A32S GRADE THRU BOLT 12"O.C.E SCREWS AT 3"FROM ENDS ANGLE EXTENDS BEYONDE%IST[NG 3 KSI CONCRETE GALV.OR 5.5.HOST STRUCTURE WITHO.C.FOR THE BALANCE LAST TRUSS MORE THAN- 1/!•"d ELCO UL7RACON TO CONCRETE/CMU%q"QJ ELCO ULTRACONS ATNG CONCRETE HOST 4 6", EXTEND ANGLE 70 3"FROM ENDS AND 4"O.C. 2.15"O.C.W/1-1/q"MIN.EMB. �-w TURE(3000 PSI MIN) OR 1/4"�LAG SCREW 9"O.C.W/1-7/8" NEXT TRUSS. FOR BALANCE u!I(H 1?'i" @ f w 7 MIN.EMB. IN WOOD SG=0.42,TO 0.55. F_IA x g 11111 EMBEDMENT AND 21," MAX.DESIGN LOAD AT 5'-0"MAX SPAN: y-, ] ,q w y! g$ EXISTING CONCRETE, MIIJ EDGE DISTANCE, 4:62 P.S.F. HOLLOW BLOCK OR 13 Z F Z U m STAGGERED WITH 3"MIN. '�j M a 0 IA Q COPYR1GHf FR4IXLBEIJNMOPE MAX.DESIGN LOAD AT 6'-0'MAX SPAN: WOOD FRAMING.SEE SPACING,TYP. ANCHOR SCHED, 2"x 5"x 1/B"CONT. X w z 1- t 52 P.S.F. h ALUM.ANGLE(6063-T6) Q a 15-2339 BASED ON TYPE OF E J O a HG BUILDOUT MOUNT STRUCTURE M SCALEi SCALE:NTS (MAX.DESIGN LOAD s 72 P,S.F.) xt PAGE DESCRIPTION: Hb PASS THRU DETAIL O TRUSS MOUNT SECTION X99 SCALE.3"-1'-0" SCALE:3"=1'-0" EXISTING HOST ALT.LEG DIRECTION ffDII,FE^ STRUCTURE 1/4'ALL POINTS SOLID SET ANCHORS WITH 718,MIN 12*MIN FROM EDGE OF ACCORDION EMBED IN CONCRETE OR HOLLOW BLOCK,3-MINIMUM rROUND WINDOW EDGE OF SHUTTER, SHUTTER BLADES MINIMUM EDGE DISTANCE Top 0 BOTTOMASSEMBLY 1/21, SPACING,AND 3 R -MA (2)6063-T6 ALUMINUM ANGLES PER BEAM END,SIZE PER SPAN TUBE SCHEDULE 1 . No. EMBED.' S*, SPAN TUBE PER -t— ACCESS HOLE DESIGN SCHEDULE 1, 01 N EDGE OF ACCORDION ;E z 1/4.24 MACHINE BOLT WINUT @ TYPICAL 1/2"MAX, SHUTTER BLADES 12'O.0 OR#14 x3/4"SMS 6"O.C. S a 3.5"MIN t ,� 5 6 3"MIN > 2.875"0 HOLE(TO RECEIVE EDGE (M16) RECEIVE ELY) DISTANCE ROUND WINDOW(TO MIN,GLASS 7 4; Z. WINDOWS I � (9) w z uj ru MAXIMUM OF 3 WINDOWS EXISTING SEPARATION 0, PER EVERY OTHER BLADE GLASS OR PER TARt F 7 8 0 O DOOR X In LIGHT-N-VIEW WINDOW 3"MIN ID W EDGE z 1/2'MAX .0 N'T's, DISTANCEJ— EXTERIOR ELEV 00 MAX.FROM PIN GUIDE tz ITYP I 1/2 ACCESS 1/4-20 MACHINE BOLT W/NUT 2.875*0 HOLE TO FtOLE 12"O.0 OR#14 x 314"SMS 61,D.C. RECEIVE ROUND EMBED, SPAN TUBE PER 3 DESIGN SCHEDULE WINDOW ASSEMBLY /2" (2)6063-T6 ALUMINUM A. TIAX. ANGLES PER BEAM END,SIZE EXISTING PER SPAN TUBE SCHEDULE Iii O HOST SCHEDULE 0 THRU BOLTS SEE BEAM z w STRUCTURE FOR REQUIRED NUMBERS �!q 1/4'ALL POINTS SOLID SET ANCHORS WITH 718-MIN U EMBED IN CONCRETE OR HOLLOW BLOCK 3"MINIMUM 0.12?5' SPACING,AND 3-MINIMUM EDGE DISTANCE 0.125* 0.032" 0.032" DESIGNm MAX. LOAD 72 P.5F E 0.196" �3 SPAN TUBE SECTION VERT SECTION SPAN TUNE SCHEDULE ALLOWABLE TUBE NUMBER OF NUMBER OF MINIMUM ANGLE u t, TUBE SHUTTER SPAN TRAU-SOLT$ ANCHORS PER ANGLE LENGTH ROUND SIZE SPAN WINDOW TOM TOP BOTTOM TOP -BOT __TOP_ ASSEMBLY �! 5 TUBE TUBS TUBE TUBE TUC TOM 76� noiTo_m FDOTURE TUBS TUBE ow 2 2 3 z. r Er —12r 09.9' 94-4- 2 2 3 7,, hag , 129,1* 1 2`.6'x ___2 __?_ 71, ._.___— C.125, 2 7 2 3 a 7- 4 4 56' IV, 123" 1029" 404.6" 1 2 dg Qg ew 7- 02.875" 0.188, 03.250" 0.125, 96" 12Z7" 155,7" 2 2 3 4 7' 10' 123". '11S.4' 137.6" Z 3 —4 —5 _30F _13'_ 60" ISSA' 240,X 2 2 3 4 7. 10" SWI, 140,6' 220,V 0.187Y 3 4 0 TV 16. LIGHT-N-VIEW WINDOW 123" 1 4 11H_ i N.T.S. SABIC PLASTICS SLX143tT-UL-94HB SPAN TUBE SCHEDULE NOTES, I USE 2'-x3`W174_957R-2 XPXI/4"ANGLES FOR 2"x5'&2"x6"BEAMS, 15-2339 2: USE 2"x5'1/4"ANGLES FOR 2'xB'&2"40"BEAMS. 3, USE BEAM SCHEDULE FOR DETAIL 318. SCALEt 4. TOP S,BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER PAGE DESCRIPTXONt 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 BLADE W/ ROUND WINDOW BELOW THE BEAM.MID-SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS, ANCHORS,ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS N.T.S. EXTERIOR ELEV ABOVE AND BELOW THE BEAM.' ILI 6. LAP 8 AMS ARE NOT ALLOWED. uuS 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. ANCHOR SCHEDULE: CONCRETE ...... 2.5'MIN EDGE DISTANCE d' C2 C3 C4 C5 Cl C2 C3 C4 CS Cl C2 C3 04 CS 0_ _Wi 1/4'RW TAPOON OR ELCO Q 16,0" T6-.F 76-r 76-.0-16-0- 73-0- S an U 6-al LOAD Spans Up To r-3" Spans Up To 12--0- CONN 6 CONN TYPE CONN TYPE ANCHOR (PSO 5.5" 8,5" 14 0_ TIM 1-3/4' 3 1�.C"jp.y�ADS'14.5"16.R"L6. E7 - EMBED(31- �S_ __ d 4,5" 7.5" 10.5" ULTRAC014 92psi MIN CONIC} 6 22,0" 7.0"74- 10.5" B. L6 0-16.0- as. 12.5-16.0-16.0" 9s, S. 0.51, 141 IS.V'l 7.5"14,5" 7Z" 10ZI r4-.1 7.5"ALL 7.5': 4�� 731, 10.51, -P)COMBINATION x O;Kl. I.1D 14. 'g-1 M i7O 1610"il& jY.T�_fo�' 10 0 rs_x- 7.5" 4,5"7-5- TS'o__TF Xz - I QN7 7'5" 10.511. 2 x S ITYPJ 13.5' 1/4"MILLENtUM MILLFAST 43 16.0*'T6.r 75.0"T6.V 16.0-16.0-j6.r 16.0,q 8.5-9 S.T. 9.11, COMBINATION WIT 1-3/4 E148ED(32750SI i_67-Y6-.-G;;U-VI Y!-;W V6-.W 16-F SLC""7_.o- Ins,16.0- T" u 'iln T I � .i3X 70 .2121 MIN H Ere) 62 1610" 8.5"113.9' 16.01, 8.5. 5.5- - 7.5" 9.5" �x CONCRETE) 1-3,l 73._!�; �1�5 I!i 7"' '�_fL I j f- 7.51, 9.5" Ue u, -TO S' T3 V W 1-4!P; - w 100 70 4.5" 75 33.5' 7.0"' 1 _�3 160'16.0"IILW't3Z"15.7*16, . 0"169'17.. . . . S- 80"1130"160- TT�FLCO CRMFLEX S54 G) Wl Z-EMBED(3350pst MIN -53- 16-F Y6-W-16.4"14.0'"1-at - I x S tTYPJ 2 x S ITYPJ CONIC} _0:15.5"I&D"16.0"I(LO- 6�5'1110'1 Zo-- 16-F T6-0-i!V- 8.0" 11W 16.Vl -10.0" 6.5"11 !_�_v!��B: ,L�'-97 9=vm=p 70- 16-.0- 50.5" T.0"_TF 10.0" 6.51"1 In t_1*��1,4 T4 0 16-W 75-0--E-5 Tj_G mv,16.0"lom, 64i 1.0 f I MIN EDGE DISTANCE UJ -T-cs-l-ci I cz c3 I c4 cj-61--c-zT-c-37 7_1 _T2_-'E3- c4 NOTE, "S"INDICATES ANCHOR SCHEDULE SPACING. 114-ITW TAPCON OR ELCO SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE: 16.0"16.0" 4.0.1 4.0 i�EL i6_tE M& ULTRACON WITH 1-3j4- 53 16.0"16.01. 5.5" 6.5" mo.N70--1210" 16X"14.5- 7.5" C2 CONNECTION TYPE USING PIECE I@ WITH OUTSIDE ANCHORS ONLY EMBED(3192psi MIN CONIC) _6Z_my, _4757-K5-.-i6-.o-1�6-owp- 9.0- 4.0" 14.5"14.5" 74" C4 CONNECTION TYPE USING PIECE 6 WITH ik- '7_0 i-60-4 W_� _97 j7664 ii:d" _i.-5- iLE OUTSIDE ANCHORS ONLY L'" Too 10.0"14.5" 7,5" ce 7WHILLiNIUM M'I'LLF'AS"T' 43 16.0"16,0"moll 0.5"16.0"16.0"13.0" 9 4 6.5 fM ED(3275PM 53 i-K-W 36.0" B.0"-B.F*fj.b�16.0"16.0" 9.1r .3/4 7,5"1LE!RE ss' S.r 8 I'll lT I C,ol N C Rr';T E)B I".. ANCHOR NOTES: 62 16.0"rTF T.Z�'i7o_- Y6-.O--_13 6.5" 11&1 10,5. s'Y' 5.5- it's :"mmmmgos It 70 l'0 1,1" 10.5" S-611 5.51, 7.51, 1. SPANS AND.LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING It 20.5"1.2 ,��' 1*1" 7.5" .541 ONLY,ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE .54 SZ"1 7.5" S.S., 7.S" ONLY.LIMITED TO THOSE SHOWN IN TABLE I(Pg 1)� 1/4"ALL-POINISSOL10- 1-1/4'MIN EDGE DISTANCE a! 8 ANCHOR W1-/jEr EMBEDSET Cl CI WC2 2 C3 a "S. 7 C, co 1/4-20 SS MACHINE SCREW L6.0" 2, 7.5" lomi 16.0" 8.5 4.0" &0' 7.- 43 "Ill . U (3 12 Boost MIN CONIC) 0pp S 53 E 6 60 .0, so. 7.0"cz EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER I ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR C4 I cs I'cl 1-c-i-F-ci-T-E4 2, ENTER ANCHOR SCHEDULE BASED ON71-It EXISTING STRUCTURE MATERIAL, AN OR EQUAL TO SHUTTER SPAN. T�0_.5V- 3.0" 4.0"18.0"1 0, so" 4.� 70 31 SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE, too 1001 B 0 4." 4. 7.0" 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE 3"MIN BLOCK OR WOOD FRAMING,REFERENCE ANCHOR SCHEDULE FOR PROPER 114-'ALC�EQINTS�SOITD^SET EDGE DISTANCE Cl C2 C ClCz gol,CS ci-l-g-r-6- TANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE 3 C4 CS FC4 CS CONNECTION. PE.SEE CONNECTION DETAIL'FOR IDENTIFICATION OF 1/4-20 SS'MACHH E SCREV 43 160'16.0"16.0., 1.,. g .Y r-- 5 16.01,16.0"16 lis !TO.,16.0-16.0"11.0" 7.0" I1-0"16.01, CONNECTION TYPE. (3000pst MIN CONIC) 3 16,0"16 0" i6 16.0_ ' 4.0" 8.5'; 13.1�i-6.O-16.01 8.51, slr 9.511, 12,01, 5. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACK V 16-0"16.0" ILL-Tow-" yi.v� 16.w. x 9,511 12.01, ONLY. 2 - F1 o.10.5"� ED CONCRETE TO 0 I5.0" 9, 14.0"16.0"16.0" 9.01' b.u,, 54.0"13.0-jm'*m 5.5 9.5 1 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED 00 0 5 9.51, 12.01,lAo 8.51, 15' g_ql IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT 114-POWERS SS DROP-IN 2-5/9-MIN EDGE DISTANCE LENGTHS SMALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER W/114-20 SS OLT AND C3 C4 CS I Cl I C2 FINISHES, 14Z* 6.0"116.0-16.V14 C4.,ffCIL KB';16-T 53 1 i; C' C2' c C, C. I*EMBED(3000opf MIN _73-16 T01,6-0- I S T. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS CONC) 1.1 4.0" 7.0" 8.0" VARY.FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING ING j� " T' MEMBERS NOT PLYWOOD,FASTENING TO PLYWOOD Is ACCEPTABLE ONLY rUK 62 16.01'1 4Z'1 7A"1 8,0" SIDE CLOHRE PIECES, lag 70 6.510.5"_Jlfi.�12 .0 4,v _14,0' 7.0"_ 8.0" �_�_t 1 9,0;1 1 I_ -Too- �0_ 4.0" 70'18.0 12.5" bo, 410" i3O"'_ii� -6.F 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER 7. aD 1� 3-1/2'MIN EDGE DISTANCE SHALL BE LOCATED IN CENTER OF NOMINAL 2'x 4"TIN 1/4*POWERS SS DROP-IN WOOD STUD,3/4' __C2 I 6i'l C4 I'CS'I Of I ci r4 rn ri G3G4C5 EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMIN G SCREWS SHALL W/ /4-20 SS BOLT AND - Cl HAVE PHILLIPS PAN HEAD OR HEX HEAD. I'EMBED(3000pst MIN 43 16.K 16.01,Isloll 16.0.,16.0-!6E!!l:L 9.0- !3�16.0"1541 7-.56 S.w 9.0"12.�10.l CONIC) 53 16.2�L64T 10.y 15.E' -a' 610" M.!�160'12,01' 6,0" .0'* 7. 9. MACHINE SCREWS SHALL HAVE MINIMUM OF HEAP OF THREADS IN L6_i- -tE_�_ - - - BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER a v 62 16.0'13.0" O.W* 12.511 16.01 15.0- 0.0,, S&I 9,0,, 12764 H(K&F 4,07 7. HEAD(SIDEWALK BOLT),U.O.N. lie iO 76 ILF-7 T_3F 715- -CS- 4-I B4O" 9,5" 4.0"- S. _K-- a.". M DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 100 12.0" 0' 4-.V-7-F_WF T2-.T &0" 4.0"-4-V_i_.F 8.5" 12.0y' 6.Orl 4.0" 7.5" IM 2'MIN EDGE DISTANCE DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, "A C22 L #12 SMS W/2"EYEWALL Cl Cz C3 C4 C5 Cl C NUT OR WASHER WINGNUT. ARMOR INSERT W/2-EMBED3 C4 _ Cl CZ C3 C4 CS (2000 43 j�tK AIS 0"11.5"140 16.0 16,Vj Y6,0"_T5_- 10.0'�16,V'16,2: 9.0" 4*5" 1 tT' 115" 11. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. PSI.11IN CONC) , __R3_iL2:i6A" 05 110 5's.' 8.0- 16.0"ICE",7.0" 3.T' SIT, 5420" 15-2339 62 A-K i5E 7.0- 9.V 16&'116.0`11111111 9z' 4.5" 64" 14.0"14A" 7.0" 3.5"15.5" 10.0-. 12. WHEN ANCHORING TO HOLLOW BLOCK,SOS DRILLS SHOULD NOT BE USED TO scALEt 9 70 16,0**12.0" &0" 8.0" 56.0"114 T" 7.5"7-0--K-0- 10.5"14.0"-f4-.V_F0_- 3.5" 3.5"12E DRILL INTO HOLLOW BLOCK NOR SHOULD IMPACT DRILLS BE USED TO INSTALL PAGfOESCRIMON: S S CONCRETE SCREWS TO HOLLOW BLOCK 100 i!LE 7.0" 3.5" 5.5-IR.E 34.0" 7.0" 3.5 5.5' 10.7-14.0"7.-V_ 3.51, 5.5", 10.01, 912 SMS W/Z.7TFYEWALL 43, 1610"JILO"16,0"16.0*,L6.0�'16 -_ EP� 'T'- 116.0"I(LO'14.0"16,0"160'11,5" 3.5"' S.5" 16011 ............................ 50. So- ARMOR INSERT W/2.51 Fq-I 16.0"12.0-16.0'. mo., EMBED(2000 C) 0.. -a .0"=. 121K ILL 16.0" so. B.O., �9 70 16.0" 8.01, 11.9"mo-Ur-F4� '8.5"-T 9.(r 5.01, 8.01* "311" ro-) 910*1 510" BIT, 13.0" B. 901 510" 8,0 62 1 OF I N101" ANCHOR SCHEDULE: CONCRETE (CONT.) 2-3/16"MIN EDGE DISTANCE 3-1/8'MIN EDGE DISTANCE / ;.•J ,", Spans Up To 6'.0" Spans UD To W-Y- Spans Up To I V-0" Spans Up To 6'•0" Spans Un To B'-3" Spans Uo Tp 12'-0" t LOAD CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE O ANCHOR (psM "k 7 x Cl C2 1 C3 C4 C5 Cl C2 C3 C4 CS Cl C2 I C3 C4 CS Cl C2 I C3 C4 C5 Cl I C2 I C3 C9 I C5 Cl C2 I C3 C4 CS 5/16"ITV!TAPCON XL WITH 43 16.0"16.0"16.0"16.0"16.0"16.0" 16.0"12.0"16.0"16.0"116.0"111.0"1 7.0" 12.0"116.0"16.0"16.0"116.0"16.0"116.0"16.0"16.0"12_5" 16.0'•16.0"16.0"11.5" 7.5" 12.0" 16.0" �' �Q z , 1-3/4"EMBED(2899ps1 MIN 53 16.0"16.0"14.0"16,0"16.0"16.0"19.5" 9.0" 14.0"16.0"16.0" 9.0" 6.0" 30.0"12.5"16.0"16.0"14.5"16.0"16.0" 16.0"15.0" 9.0" Ia.S"Ifi3O"16.0" 9.5" 6.0" 10.5"13_0" %\ CONC) 62 16.0"16.0"11.5"1fi.0"16.0"16.0"11.5" 7.5" 12.0"16.0"16.0" 9.0" 6.0" 10.0"12.5"16.0"16.0"11.5"16.0"16.0"16.0"11.5" 7.5" 12.0"16.0"16.0" 9.5" 6.0" 10.5"13.0" y \�z �p 70 16.0"15,5" 9.5" 15.0"16.0" 16.0" z . . . 95• 6.0" 05 13.5" 60" 0" 10.0 12.5" 16.0"196..0"]0.0"15.0"16.0"16.0•10.0" 6.5" 10.5"14.0 16.0 9.i" 6.0 10.5 13...0 5 6.0" 10.513.0"16.0 9.5" 6.0" 0,51 16.0" 9.5" 6.0" 10.5" 13.0"100 160 90 60 10.0 10 6..00" 00" 6 10.0• 12.5"16.0" 0 _150 " W c7Sm'� ia 3U 'ELCO ULTRCON WITH 16.0"16.0 16.D"12.0" B.0" 13.5"16.0"16.0"16. 16.0"16 15.0"160 16.0"1_0"13.0 90 _ "5/16 " " " 01-314'EMBED(3500ps1 MIN 3 16.0"16.0• 16.0"16.0"16.0"15.5"10.0"16.0"16,0"16.0" 9.5" 6.5" 11.5"13.5"16.0"16.0" 6T 16. 16.0"16.0"16.0"11.0"16.0"I6.0"16,0"10.5" X 0 16. 4.0 G.0 6,5" 11.5"13.5"16.0"16.0" 40"16,0"16.0"16.0"13.5" 9.0" 15.0"I6.0"16 Q U o 16.0"16.0"160 1.0" 6 " W o W 0706016105"160"1612.5"15sCtl 1 160" 95" 65" 115"135 160"160 115 0 0 16 13.5"1609.5" 6.5" 11.5"13.5" 0.5" 16. 0 7.5"CONC) 62 16.0"MY'12.5"16.0• 0 V 77 Z . . , 100 p 1-1/2-MIN EDGE DISTANCE 3'MIN EDGE DISTANCE W 1/4"304 SS POWERS TAPPER _., -_ __._.__. _ __ ___-__ _._ lY/1-3/4'EPIBED(3000ps1 C1 C2 C3 C4 CS Cl C2 C3 C4 CS CI C2 C3 C4 CS C1 C2 C3 C4 CS Cl C2 C3 Ca CS CI Q C3 C4 CS N V �2 g MIN CONC) 43 16.0"14.5" 6.5" B.5" 16.0"12.5" 7.0" 4.0" 6.0" 12.5" 7.0'_ 35" 4.0" 5.5'_16.0"16.0"13.5"16.0"16.0"1fi.0"14.0" 8.0" 12.0"16.0"14.5" 7.5.:14.5" 8.0" 11.5" o w e; 53 14.0" 8.5" 4.5" 6.5" 1a.0" 9.0" 4.5" 3.0" 4.5" 9.0" 6.0" 3.0" 13 4,0" 16.0"16.0" 9.5"1%3.5"1 16.0"16.0" 9,5" 6.0" 9.5" 16.0"12.0" 6,0 4.0" 6.5" B.5" Ow g 62 11.5" 6.5" 3.5" 5.5" 12.0" 7.0" 3.5" 4.0" 6.0" 6.0" 3.0" 3.0" 4.0" 16.0"13.0" 7.5" 11.0"16.0"14.5" 7_5"_ 50" 8.0" 12.0'•12.0" 6.0" 4.0" 6.5" 8.5" $ 70 9.5" 5.0" ].0" 5.0" 10.0" 16.0"10.5" 6.5" 10.0"16.0"12.5" 6.5" 4.0" 7.0" 9.0" 12.0" 6.0" 4.0" 6,5' 8.5" 100 6.0" 3.0" 3.0" 4.0" 6.0" 3.0" 3.0" 4.0" 6.0" 3.0" 3.0" 4.0" 12_0" 6.0" 4.0" 6,5" 8.5" 12.0" 4.0" G.5" 8.5" 120" 6.0" 4.0" 6.5" 0.S" ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK 1"MIN EDGE DISTANCE 2-1/2"MIN EDGE DISTANCE Spans N.y! -_. -_-- rj ns Uo To 6'•0" Spans Up To 8'-3" Spans Up To 12'-0" Soans Up To 6'•0" Spans Up To e'-3" Spans Up To 12'-0" w ANCHOR LOAD CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE K r xG (PSI/ CS C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 C5 Cl C2 C3 1 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 C5 ya O 1/4"ITW TAPCON WITH 43 8.5 7.0" 3.5" 8.5" 6.0" 3.5" 6.0" 3.5" 11.5"10.0" 5.0" 6.5" 11.5" 8.5" 4.5" 3.0" 4.5" J,Cb -_ 1-1/4"EMBED 53 7.0" 4.0" .7,0" 4.5" 4.5" 9.5" 6.0" 3.5" 5.0" 9.5" 6.0" 3.0" 3.5" fi.0" 4.0" �?v x-1 8.0" 4.B" 4.5" 8.0" 5.0"© 3,0" 4,0" Zm<Q LL 70 4.5" 5.0" 3.0" 6.5" 3.5" 3.5" 6.5" 4.0" 3.0" 100 ,� 4.0"�� �� ��� 4.0" 9.0" E w 1/4"ELCO ULTRACON WMI 43 13.0"10.5" 6.5" 13.0" 9.0" 9.0" 13.0"10.5" 4.5" 6.0" 13.0" 9.0" 5.0" 3.0" 4.0" 9.0" 5.0" u1-I/4'EMBED 53 :0.5" 6.5" 10.5" 6.5" 6.5" 10.5" 6.5" 3.5" 5.0" 10.5" 6.5 3.5" 3.5" 6.5" 3 3 E 3 a 62 8,5" 9.0" 8,5" 9,5" 4.0. 9.0" 5.0'5 4.0., -0.0" 3.0" o g 70 7.0'• 7.5" 7,0" 3.5" 3.5" 7.5" 4.5"'. 3.0" 4.0" 3.0" m e " 1 100 4.0" 3.0" 4.0"i 3.0" 9.0" 3.0" O 1/4"MILLENIUM MILLFAS7 43 12.5"10.5" 4.0" 5.0•' 12.5" 9.0" 5.0" 4.0" L3.5"11.5" 5.5" 7.5" 13.5"10.0' 5.5" 5.0" 10.0" 5.5" 9.5" O w m ANCHOR Y!/1-1%4"EMBED 53 10.0" G.0" 4.0" 10.0" 6.5"� 6.0" 4.0" 0 R ' 62 8.5" 5:0" 4.0" 4.0" 9.0" 5.0" 5.0" 9.5" 3 -To- 700 __ __.. 70 F z 100 4.0" C U 1-1/4"MIN EDGE DISTANCE 2"MIN EDGE DISTANCE u' 1/4"ALL-POINTS SOLID-SET --- - -- - - " O ANCHOR W/7/8"EMBED& C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 Cl C2 C3 C4 CS CS C2 C3 C4 CS CI C2 C3 Cl CS Cl C2 C3 Cl CS J I/4-20 SS MACHINE SCREW 43 15.0"13.0" 5.0" 6.0" 15.0"11.0" 6.0•' 3.0" 4.0" 11.0" G.0" 3.0" 5.0" 16.0"16.0" 8.5" 10.0"16.0"16.0"10.5" 5.0" 7.0" 16.0" 11.0" S.S" 3.0" 4.5" B.5" z 53 12.5" 7.5" 3.5" 9.5 12.5" 8.0" 4.0" 3.5" 8.0" 5.0"% 3.5" 16.0"Il._0" 6.0" 8.0" I6.0"14.0" 7.5" 4.0" 5.5" 13.5" 9.0" 4.5" 4.0" 6_5" o d >t .� 62 10.0" 5.5" 4.0" 5.0" 16.0" 9.5" 5.0" 6.5" 16.0"11.0" 5.5" 3.0" 4.5" 9.0•' 9.0" 4.5" 4.0" 6.5" 70 8.5'• 4.5"j 3.5" 14.5" 8.0" 4.0" 6.0" 15.5" 9.5" 4.51'j 4.0" 7.0" 9_0" 4.5'_ 4.0" 6.5" $ �e� E 100 5.0" 3.5" 5.0' 3.5" 5.0" 3.5" 9.0•' 4.5" 4.0" 6.5" 9.0" 4.5" 4.0" G.5" 9.0" 4.5" 4.0" 6.5" n 3"MIN EDGE DISTANCE 4"MIN EDGE DISTANCE Hy£ 5/16 ITW TAPCON XL WITH -- --7 o S�`� = dd8 m I 1-3/4'EMBED C1 C2 I C3 C4 C5 Cl C2 C3 C4 CS C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 Cl C2 C3 C4 CS Cl C2 C3 C4 C5 , iO 43 16.0"16.0" 9.0" 12.0•'16.0"14.0" 7.5"�5.0" 8.5" 14.0" 8.0" 4.0" 3.0" 5.5" 6.5'• eY 53VMS15.5" 9.5" 6.0" 9.5. 15.5"10.0" 5.0" 6.5" 10.0" 6.5" 4.5" a.5" x p,� 62 13.0" 7.0" 4.5" 8.0" 13.0" 8.0" 9.0" 5.5" 6.5" 6.5" 4.5 4'.1"" .5 yy] O'er 70 10.5" 5.5" 4.0" 7.0" 11.0" 5.0" 6.5" 9.5" 4.5" 6.5 4.5" 9.5" 1-9/16"MIN EDGE DISTANCE 3-1/8"MIN EDGE DISTANCE 5> RR 5/16'ELC0 ULTRAGON WITH Cl C2 C3 C4 C5 Cl C2 C3 C4 CS CI C2 C3 C4 C5 Cl C2 C3 C4 C5 Cl C2 C3 C4 C5 Cl C2 C3 C4 CS 43 2.0" DDD a 1-114"EMBED B.5" 8.5" 8.5" 11. 0YYRVff FRWLBUEiQWRF. 1 10.0" 12.0" 16,0"16.0" 0"16.0"15.0" B.5" 7.5" 15.0" 8.5" 7.0" 53 9.5" '6.0" 9.5" 6.0" G.0" 16.0"10.5" 6.0" 8.5" 16.0"Il.a•' '6.0" lo.s•' 7.0" 15-2339 E 628.0" 8.0" 14.0" 7.5"�� 7.0" 14.5" 8.5" 7.0" 7.0" SCALE: 70 6.5" PAGE DESCRIPTION • 99 ANCHOR NOTES:SEE SHEET t 9 FOR ANCHOR NOTES. O E z RDD,FIE.SCHEDULE: HOLLOW CONCRETE BLOCK ' 11.itl/ti rnR�Oi,,f _ 2"MIN EDGE DISTANCE �`+•` "I"'' r LOAD Spans Up To V-0" Spans Up To 8'-3" Spans Up To 12'-0" Sa 4C , •• ?' b CONN TYPE CONN TYPE CONN TYPE � Q"�Cc s ANCHOR (Ps0 CI C2 C3 C4 CS CI C2 C3 C4 C5 C1 C2 C3 C4 C5 Vii #12 SMS Vt/2"EYEWALL 43 16.0"16.0" 7,5 9.0" 16.0"13.5" 8.5" 4.5 6.5" 15.5" 8S" 4.S" 4.0 7.0" �. ARMOR INSERT W/1-1/4" S3 15.0"10.5" 5.0" 7.0" 16.0"11.0" 6.0" 3.5" 5.0" 11.0 7.0 3,S" 3.5 5.0" 2 O EMBED 62 34.0" 7.5" 4.0" 6.0" 14.5" 4.0" 4S" 4,0" 7,0" 7.0 3.3 3.S" 5.0" S'�'U`• A V •�F� 0 m �k' 70 11;5" 6.0 3.5 5.5 12.5 7.5" 3.5 3.5 5.5" 7.0" 3.5" 3.S" S.p" y ��'• 'b' 300 7.0" 3,51 5.0" 7.0" 3.5" 3.S' S.0" ��i,,�(C ,, `•`.'M ANCHOR SCHEDULE: WOOD (G=0,55). >yu4fuF 3(4 MIN E�GE.D157ANCE rp <�"-L9 LL n rj Y,Spans UOTo.d` SoanslUo:TpiB 3"-"�, Spans Up To 12'-0" u =m§ H LOAD CONN TYPE CONN TYPE '� CONN TYPE Z An !& r ANCHOR (pst) Cl „�t"C2' C3 C4 CS Cl 17C-2-id C3 C4 I C-0 Cl C2 C3 C4 J C5 W i1 W S a 1%4°'.LAG SCREW W1TH;Y3f4" 43 16.0"1610"11,5"12.5'IVG:�16.0"16:0" 7.5" 9.0" 16'."16.0"14.5"J 6.0" 16.0" N $2 Mtt�pTHRtr�PENEIBATION 53 16.0"16.0" 8.5" 10.0"16.0"16.0"116.0" 6.0" Z0" 26.0"t6.0"IIS" .0" , w62 16.0"16.0" 7.0" 8.5" 16.0"16.0"14.5" 5.0" 6.0" 16,0"16.0"11,5" 5,0" 16,0" 4pal____670 16.0"15.0" 6.0" 7.5" 16.0"16.0"12.5" 4.0" 5.5" 16.01 16.0"11.5" 5.0" 16,0"100 16.0"11.5" 4.0" 5.0" SG.O"16.0"I1.S' 4,0" 5.0" 16.0"16,0"11.5" 5.0'_16,0"WOOD eUSHiNG WITH A3 16.0"16.0" 8.Q" 10.0 I6.0 155 8.5 4.5" 7A" 15.5" 8.5" 4.5" 4.5 7.0" 0 1.13"MiN EMBED&1/4-20 53 16,p"10,5" 5,5" 8.0" 16.0"11.0" 6.D" 3.5" 5,5" 11,0" 7.0" 3.S" 4.0" 5.0" SS MACHINE SCREW 62 14.0" &0" 4,5" 6S' 14.5 4.0 4.5 3.0" 4.5" 7.0" 7.0" 3.5' 4,0" 5.0"0 � 70 17.,0" 6.0" 3.5" 5.5" 12.5" 7.5" 3.5 4,0 5.5 7.0" 3.54- SO"1"00211 .__. . -.�0 100 7.0" 3,5" 4.0" 5.0" 7.0" 3.5" 4.0" 5.0" 7.0" 3.5" 4.0" 5.0" 1- #14 SMS OR#14 WOOD 43 116.0"116.0': 12.5'14.5"16.0 16.01 16,0" 8.0" 10,0"16,0"ILL 11,5" 5.0" 7.O 16.0" SCREW WITH 1-3/4"MIN 53 16.0"16 A" 9.0" 11,5"16.0"16.0'. 8.0" 16.0"16.0" 9.5" 4.0" 5,5" 13.0" ��$ THREAD PENETRATION 62 IS.O"76.0'" 7.5" 4.5 16,0"16.0"11.5 S.D" 7.0 16.0"16.0" 9.S" 4.0" 5,5" 13,0" r o e' 70 16.0"16.0" 6.5" 8.5"_16.0"16.0"10.0" 4.5" 6.0.' 14.0"16.0" 9.S" 4.0 _5.5" 13.0" N M 100 16.01 9.5" 4.0" 5,5" I3.0"16,0" 9.5" 4.0" S,5" 13.0"16.0" 9.S" 4.0" 5.5" 13,0" '"O M O'o�K ANCHOR SCHEDULE: WOOD (G=0.42) C7 zm -�' 3/4"MIN EDGE DISTANCE ^• E K e G Spans Up To 6'-0" Spans Up To 8�-3" Spans UP To 12'-0" LOAD CONN TYPE CONN TYPE CONN TYPE E 3 O {part c, ! = ANCHOR CS C2 C3 G4 CS Cl C2 N C3 GI CS Cl C2` C3 C4 CS o S N 1/4"LAG SCREW WITH 1-3/4" 43 16.0"16.0" 9.0" 10.0"16.0"16.0" 16.0 5.5" 7.W' 16.0"16.0" 9.5" 3.5"14.5" 1S.O" MIN THREAD PENETRATION _53-16.0"16,D" 6.5" 8,0"116.9'116.0" 12.5" 4.5" 5.5" 16,0"Is.W, 7,5 3_0" 4�0" 11.0" N G H 62 16.0"16.0" 5.5" 6.5" 16.0"16.0" 9.5 3.5" 5.0" 15.0"15.0" 7.5" 3.0" 4.0" 13.0" o 70 16.0"1315" 4.5" 6.0" 16.8"16.0" 8.0" 3.0" 4.0" 11.5"15.0" 7.S" 3.0" 4.0" 11.0" 0 100 15.0" 7.5" 3,0" CO" 11.0"15.0 7.5 3.0" 4.0" 11.0"15.0" 7.5" 3.0" 4.0" LI.O" #14 SMS OR#l4 WOOD 43 16.0"16.0" $.5" 20.51'16.0"56.0 12.5 S. 7.0" L6.0, 13.0" 6.S" 3.5" 5.0" O SCREW WITH 1-3/4"MIN O 53 16,p"16,0" 6.5"_'U.-0"-1-rO-"16.0" 8.5" 4.0" 5.5" 16.0"10.5" SS" 2.S" 4.0" 7,5" 0 THREAD PENETRATION 62 36.0"11.5" 5,0"_ 7A" 16.D"13.0" G.5" 3.5" 5.0" 10.5"IO.S" -5 1-5 2.5 4.0" 7.5" .� 70 16.0 9.5" 4.5" 6_0" 16_0"11_0" 5.5"_3.0" 4.0" 8.0" 10,5" 5.5" 2.5" 4.0" 7.5" y I0p -2.5" 4.0" 7.5" 10.5" 5.5" 2.5" TV 7.5" 10.5" 5.5" 2.5" 4,0" 7.5" 11. 5i LL ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK � � 6 ��� � _ 4"MIN EDGE DISTANCE �i Spans UP To 6'-0" Soans UP To 6'-3" Soans UP To 12'-0" rn LOAD CONN TYPE CONN TYPE CONN TYPE @ O ANCHOR x {ps@ Cl C2 C3 C4 C5 Cl C2 C3 C4 C5 Cl C2 C3 C4 CS a { 5/Id"I7W TAPCON XL W/ 43 16.0"S6.R"16.0"26.0"16.0"16.0"16.0" 15.0 16.0 16.01 16.0"15.0 9.0 14.0 15.0" o 585 52111/64"MIN..EMBED 53 16.0"16.0"16.0•'16.0"16.0"16,0"16.0"11.0"16.0"16.0" 16,0 12.0 7.5 12,0"16.0" 1��5 62 16.0"16.0"14.0"16,0"16.0"16.0"15.0" 9.0" 14.0"16.0" 36.0"12.0" 7,5" 12.0"16.0" 70 1160"16.0"11.5"76.0"16.0"16.0"12.5" 8.0" 12.5"16.0"Sb�O"12.0" 7.5" 3 p{ gggJJ E 100 16,0"12.0" 7.5" 12.0"16.0"16.0"12.0" 7,5 12.0 16.0 16.0 12,0 7,5 12.0 16.0" 3333 y31g O m 5116"ELCO ULTRACON W/ 43 16.0"16.0"10.5"14.0"16.0"16.0"10.5" 6.5" 9.5" 15.0"11.0" 5.5" 6,S" 9.0" .COP1W GNiFN1U(LBINNNWPE 2-1/4'MIN.EMBED 53 L6.0"13.5" 7.5" 11.0"16.0"14.0" 7.5" 7.5" 13.5 9.0" 6:S" m 62 116.0"10.0" 6.0" 9.0" qU " 55-2339 15.0" 8.0" 5.0" 8.0 9.5 5.5 7.0" " 5" SCALE: 700 9.0" f 5.5" 9.0" PAGE DE5CRIPnOW _ 2"MIN EDGE DISTANCE _ CS I C2 C3 C4 CS CI i C2 _C3_ C4 C5 CS_ C2 C3 C4,_CS_ #12 SMS W/2"EYEWALL 43 16.01 16.0 9.5"111.5"116.0"116.0"10.0" 6.0" 6.0"116.01;1-14,5" 7.5" 3.5" 5.5" 11.5" a9 ARMOR INSERT W/2"EMBED 53 16.0 16.0" 7.0 4.0" 16.0"16.0" 9.3" 4.5" 6.5" 16,0"11.5 6.0" 3.0" 4.5" 6.5" (_ Q 62 16.0 13.0" 5,5" 7.5" 15.0"14.5" 7.5" 3.5" 5.5 12.0 11,5 6.0" 3.0" 4.5" 8.5" ANCHOR NOTES;SEE SHEET 100 12.5" 6.T' 3.0" 4.5" 8.5" II.S" 6.0" 3 0" 4.5" 8.5"' 11.5" 6.0" 3,0" 4.S" B.S" 9 FOR ANCHOR NOTE5. Li ji .6'—� SCIS Home i Log In User Registration ? Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map q Links Search db # ? Product Approval '" s f USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail I , £ FL# FL13434-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 Thomas B.Johnston Address/Phone/Email 400 west McNab Rd. Ft. Lauderdale, FL 33309 (954) 970-9999 tomj@tc-alum.com Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Bahama Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report Hardcopy Received Florida Engineer or Architect Name who developed Frank L. Bernardo, P.E. the Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By ORLANDO L. BLANCO, P.E. Validation Checklist- Hardcopy Received Certificate of Independence FL13434 R5 COI Indep.Ddf Referenced Standard and Year (of Standard) Standard Year ASTM E1886 2005 ASTM E1996 2006 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13434 R5 EDuiv Eouiv.Ddf }ry iiKl ri• a jr1 Vit-€t" i.€ €F€ ,,p„„,t ,�,. ., ,., ; } _ 1 L r BCIS Home { Log In User Registration ` Hot Topics ? Submit Surcharge Stats&Facts Publications ! FBC Staff i BCIS Site Map j Links Search Vij USER:Prodct Approval User Product Anoroval Menu>Product or Application Search>Application List>Application Detail r FL# FL1334>`R'S L Application Type Revision Code Version Wo--,E17:_- Application Status Approved Comments Archived r' 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 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 n Litters Subcategory Batia�ma.`: Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer O 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 Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By ORLANDO L. BLANCO, P.E. EJ Validation Checklist-Hardcopy Received Certificate of Independence FL13434 R5 COI Indeo.pdf Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2005 ASTM E1996 2006 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13434 R5 Equiv Eguiv.odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/18/2016 Date Validated 10/18/2016 Date Pending FBC Approval 10/19/2016 Date Approved 12/13/2016 Summary of Products FL# Model, Number or Name.,.—.!j Description 13434.3• F,ulLv_iev Bah`am-a,Shutter�'— Impact Bahama Shutter Approved for Use Within&Outside the HVHZ Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13434 R5 II Dwo.Ddf Approved for use outside HVHZ: Yes Verified By: Frank L. Bennardo, P.E.0046549 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: +78/-95 Evaluation Reports Other: Refer to product approval drawing for limitations. FL13434 R5 AE Eval.odf Created by Independent Third Party: Yes Back Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: l3_ �J E�rct -aZ„ Credit Card Safe `1111111111111111111/////// ,'i RANK L , , FULLVIEW BAHAMA SHUTTER "A"N AND NON- HVHZ COMPLIANT) ,PE 6509 c�E.: 3 3 GENERAL NOTES 3"j 12 2 MAX J �t3 3 j t �MAX� 2 }-3" 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN i�� ACCORDANCE WITH THE FLORIDA BUILDING CODE(FBC),FOR USE WITHIN THE " - - - -------"-- - '----- -- - --- -------- ----- --- ------ HVHZ AND NON-HVHZ,AS WELL AS THE INTERNATIONAL BUILDING CODE(IBC) / 0+1�• {¢qI `��� AND INTERNATIONAL RESIDENTIAL CODE(IRC).SEE PRODUCT EVALUATION --------- 4 4 REPORT FOR ADDITIONAL INFORMATION. —*+ Fm --- ---------- -- ------ ------ 2. N033-1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE Qrn ��-�4'�"u'" DESIGN OF THIS SYSTEM. WIND LOAD DURATION FACTOR Cd=1.6 HAS BEEN W n N°- a p USED FOR WOOD ANCHOR DESIGN. W_1 o S aur 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH Z Q j U"zx g w THIS SYSTEM SHALL BE DETERMINED PER SEPARATE ENGINEERING IN Q Q w w o in ACCORDANCE WITH THE GOVERNING CODE.PRESSURE REQUIREMENTS AS �� oL m E z w m w DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE d N 6E U FLORIDA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR W w W h3 z ut ut NEGATIVE DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY 3 LL = z ASSEMBLY AS SHOWN. m 5 d z w 9 w w4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED O w w x __...._. PRESSURES DIVIDED BY A 1.5 SAFETY FACTOR. m p REFER TO DESIGN SCHEDULE 5. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING FOR BEAM REQUIREMENT. REQUIRED FOR ALL WIND ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT IS REFER TO BEAM SCHEDULE ACCEPTABLE BY CODE UNLESS OPTIONAL CRITERIA IS INDEPENDENTLY ADOPTED w ;FOR SIZE AND.MAX BEAM SPAN. BY THE AUTHORITY HAVING JURISDICTION. `--------- 6. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE rn * ALTERNATE c a Z-BAR/ANGLE ' INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM a` LOCATION,TYPI THE CONDITIONS DETAILED HEREIN,A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN S CONJUNCTION WITH THIS DOCUMENT. 5 7. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING L- STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. WOOD BUCKS(BY OTHERS) 38"MAX 38'MAX SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING 254" 53Yi'MAX SLAT SPAN -254" 254" SLAT SPAN SLAT SPAN 2Yi" STRUCTURE. Q9""g O 54z d 12254"MAX OVERALL WIDTH WITH BAR 8, SHUTTER MAY BE INSTALLED AS SINGLE PANEL OR AS MULTI-PANEL g a 58 "MAX OVERALL WIDTH UNLIMITED WITHOUT BAR SPANS TO UNLIMITED WIDTH,SEE DETAIL Y&2%FOR MAXIMUM SLAT SPANS. 8 1 '; SINGLEYPAN EU-SRA.N �1 MULTI PANEL SPAN OTHERWISE. A9 ALL LL TOLERANCES SHALL BE NUSIONS SHALL BE 6063-T6 ALUMINUM ALLOY,UNLESS ACCORDANCE WITH ADM 20110.0 ' o G E 1 NT 5�' - EXTER ELEVAT:Ohy� Q 1 N.T.S. EXTER.ELEVATION 10, THIS SYSTEM MUST BE CLOSED AND LOCKED FOR WIND AND IMPACT 0 0 PROTECTION.THIS SYSTEM HAS BEEN DESIGNED FOR A WIND PRESSURE OF IB (�� PSF IN THE OPEN POSITION. A PERMANENT LABEL MUST BE ADHERED TO THE R �+ UNDERSIDE OF EACH BAHAMA SHUTTER CONTAINING THE FOLLOWING: v o $ FfURRKIANE PROTECTION SHUTTER AND LOUVERS TO BE CLOSED AND LOCKED 1I``0 a S i2 WHEN HURRICANE WARNINGS ARE ISSUED 11. BAHAMA SHUTTERS SHALL BE PERMANENTLY LABELED AS PRESCRIBED IN TABLE 1 TABLE 2 THE ABOVE-NOTED BUILDING CODE AND CONTAIN AT LEAST THE FOLLOWING: TOWN&COUNTRY INDUSTRIES o HVHZ HVHZ FT.LAUDERDALE,FL ALLOWABLE DESIGN PRESSURES MINIMUM SEPARATION FROM GLASS ASTME330,E1BB6,&E1996 MISSILE LEVEL D TAS 301,202,&203 MAX CONFIGURATION MAX CONFIGURATION 12. ALL BOLTS&WASHERS SHALL BE ZINC COATED STEEL,GALVANIZED DESIGN a SHUTTER SINGLE MULTI PANEL SPAN SHUTTER SINGLE MULTI PANEL SPAN STEEL,STAINLESS STEEL,OR 2024-T6 ALUMINUM ALLOY WITH A MINIMUM a a a e k N PRESSURE SPAN PANEL SPAN W/O BEAM W/BEAM SPAN PANEL SPAN W/O BEAM W/BEAM TENSILE YIELD STRENGTH OF 33 KSI. q6 p 69" +60/-73 PSF +60/-73 PSF* +60/-73 PSF* 69" +56/-73 PSF 2 9 3" 2 B^ 13. ALL CONCRETE ANCHORS TO BE INSTALLED TO NON-CRACKED CONCRETE i LL mp3 ONLY. xg6 81 5/8' +60/-73 PSF +60/-73 PSF* 6g^ +60/-73 PSF 2 a 35'a" 2/g" 14. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED 9 96 3/4" +60/-73 PSF* - +60/-73 PSF* 81 5/e^ +60/-73 PSF 2/e" - 2/g" AS PRESCRIBED IN THE ABOVE-NOTED BUILDING CODE. ' u Jill *NOTE:LIMITED TO A MAX SLAT SPAN OF 38" 963/4- +60/-73 PSF 2%8 - 2/6" HVHZ(TABLE 1&21 NOTES: e ` *NOTE:LIMITED TO A MAX SLAT SPAN OF 38' 1.HIGH VELOCITY HURRICANE ZONE(HVHZ)IS DEFINED AS MIAMI-DADE COUNTY AND BR COUNTY FLORIDA ONLY. a $$ 6yyg TABLE 3 TABLE 4 2.TABLE 1 SHALL BE USED FOR INSTALLATIONS IN THE HIGH VELOCITY NON-HVHZ NON-HVHZ ESSENTIAL FACILITIES HURRICANE ZONE(HVHZ)TODETERMINE THE MAXIMUM ALLOWABLE f g x 9 NOT RE UIRED FOR WIND ZONES 1-4 DESIGN PRESSURE FOR EACH SPAN. 5 ALLOWABLE DESIGN PRESSURES MINIMUM SEPARATION FROM GLASS 3.FOR SPANS BETWEEN TABULATED VALUES USE NEXT HIGHER SPAN. 4.TABLE 2 SHALL BE USED TO DETERMINE MINIMUM SEPARATION FROM mviRioll EWISM4 DFUSS MAX CONFIGURATION MAX CONFIGURATION GLASS WITH IN THE HVHZ. DESIGN SHUTTER SINGLE MULTI PANEL SPAN SHUTTER SINGLE MULTI PANEL SPAN NON-HVHZ AND ESSENTIAL FACILITIES (TABLE 3&4)NOTES: 15-2342 PRESSURE SPAN PANEL SPAN W/O BEAM W/BEAM SPAN PANEL SPAN W/O BEAM W/BEAM 1.NON-HVHZ IS DEFINED AS ALL LOCATIONS OTHER THAN MIAMI•DADE COUNTY scale: - 69" +78/-95 PSF +78/-95 PSF* +78/-95 PSF* 69" +78/-95 PSF 3/e 4/g" 2/g" AND BROWARD COUNTY FLORIDA. vAee DescitIVT[oN: E 81 5/8" +78/-95 PSF +50/-50 PSFt*+78/-95 PSF* 81 5/8" +78/-95 PSF 3/e" - 2/6" 2.TARE 2 MAY BE USED FOR INSTALLATIONS OUTSIDE THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 963/4- +78/-95 PSF*+50/-50 PSFt*+78/-95 PSF* 96 3/4" +78/-95 PSF 2/"* - 2/e" 3.FOR SPANS BETWEEN TABULATED VALUES,USE NEXT HIGHER SPAN. *NOTE:LIMITED TO A MAX SLAT SPAN OF 38" *NOTE:LIMITED TO A MAX SLAT SPAN OF 38' 4.FOR INSTALLATIONS OUTSIDE THE HVHZ IN ASTM WIND ZONES 1 THROUGH 4, iNOTE:NOT APPROVED FOR USE IN ESSENTIAL TABLE 4I NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE f� FACILITIES. PROTECTED OPENING IS REQUIRED. a 111111111111111111111 \\\a NK EXISTING HOST EXISTING HOST Ar, 4 SEE ANCHOR NOTE 1 ON SEE ANCHOR NOTE I ON SHEET 5 EXISTING HOST SEE ANCHOR NOTE I ON •• STRCTURE(TIP _ MIN SHEET 5 STRCTURE(TYP MIN STRCTURE(TYP MIN CC •'.O TOP 8,BOTTOM) EMBED. TOP&BOTTOM) EMBED. v- TOP 8L BOTTOM) EMBED. SHEET 5 FOR INSTALLATION WITH I NOTE:SHUTTER MUST BE LOWERED DURING )�= MINMIN VERTICAL ANGLE(#12) MIN A HURRICANE WARNING.SHUTTER IS NOT DESIGNED TO REMAIN IN THE OPEN EDGE 7 FOR INSTALLATION WITH EDGE 7 INSERT PIN(#18) EDGE 'moi DIST. VERTICAL ANGLE #12) VERTICALLY THROUGH {{��iff1��•"•� ( DIST. DIST. POSITION DURING A HURRICANE. i RH,"R,�t3�. EXISTING 6 Ia Ib INSERT PIN IB) 6 1 ib ANGLE(912)&THROUGH �nT,•�Yi'.i\\\ GLAZING 4 S VERTICALLY"THROUGH ANGLE 4 5 DOUBLE SIDE WALL OF SILL O N (#12)&THROUGH DOUBLE (#8).PIN(#18)MAY BE IA (ARM TO JAMB CONNECTION) U7 MIN GLASS SIDE WALL OF SILL(08).PIN LOCATED ON THE INTERIOR AS 6 4 5 W as LL w (918)MAY BE LOCATED ON MIN GLASS OR EXTERIOR OF LOUVER la Ib 1 lb W o ui=a u a s SEPARATION SEPARATION n EXISTING Z ��V--D W a THE INTERIOR OR EXTERIOR BLADES(INTERIOR + GLAZING Q" OF LOUVER BLADES LOCATION SHOWN). ` L9 �Q w z0. OPTIONAL 2"x2"x0.090" ^•� z z g 2t m i° INSTALLATION (INTERIOR LOCATION O ., Z u m WITH 3/8"SLIDE SHOWN). CONT.ALUM S \. 0ti O PIN(#18) ALLOY BEAM, a �� W O THROUGH SIDE 2"x4"x3'"BEAM JAMB AND SIDE �DE PIN 4 5 OR SOLID BAR, 4 S 6 SUPPORTING ARM,FOR E V)a EXISTING LOCATIONS SEE ARM 14 3 W V i w SNAP THROUGH LOCATION 4"x ANY o w la 16 la ib GLAZING 1 Ib la Ib ARRANGEMENT TABLE 13 ,. ANGLE. THICKNESS(TYP 13 'D O 1 TOP&BOTTOM) Yi-20 x 01"BOLT 8 '16"6 8 \'0 WITH NUT OR �,, (SIDE ARM ACCESS 8 ACCESS g MIN A CONNECTION) d HOLE HOLE ) EMBED. WINGNUT 14 m .) `b✓ (2)Y 20 10 13 0 z G 1 z ti 10 1 \\ 4 17 \ RIV-N S n e E w o MIN Y (INTERIOR ARM w I ri o 5 EMBED. EMBED. _ _____.-I__CONNECTION) R w I ONE PER ONE DE ANGLE -1 18 ANGLE E 17 ma SEE ANCHOR kE ANCHOR NOTE 3 - o'v' O SEE ANCHOR SEEANCHOR SEE ANCHOR I O O s NOTE 2 ON J NOTE 2 ON NOTE 2 ON - NOTE 2 ON ON SHEET 5 O z SHEET 5 LOCATE BRACKET N R r SHEET 5 MEETS SHEET 5 MID-SPAN HEIGHT OF OPENING 8 0'MAX PROJECTION(P) a a TYPICAL CLOSED POSITION 3b BUILD-OUT CLOSED POSITION 3C TYPICAL OPEN POSITION = s p 2 N.T.S. VERTICAL SECTION 2 N.T.S. VERTICAL SECTION 2 N.T.S. VERTICAL SECTION a m z 1.1/2"MIN.THREAD #14 WOOD SCREWS NO MINIMUM SEPARATION u p p PENETRATION SPACED 4"O.C.WITH FROM GLASS REQUIRED FOR f EXISTING G-0.55 3/ 1-1/2'MIN.THREAD ( ARM ARRANGEMENT TABLE USE OUTSIDE THE HVHZ (�!® G� MIN.2%W000 IN. IN. PENETRATION AND 3/4" \ CONFIGURATION SIDE ARMS INTERIOR ARMS EXCEPT IN ESSENTIAL 3 HOST STRUCTURE, MIN.EDGE DISTANCE TO FACILITIES. c �a ANCHORED TO G-0.55 MIN.WOOD. 1/4"0 THRU- (1 OR 2 PANELS) (I)EACH SIDE NONE ov X EXISTING RAFTERS �� BOLT W/NUT OR g� BY OTHERS 1 1� WINGNUT (3-PANEL)<85" (i)EACH SIDE NONE C g (SIDE ARM (3-PANEL OR (1)EACH SIDE (1)®EACH FASTENED WITH 1/4"RIVNUT gI "a -- - CONNECTION) GREATER)>85' INTERIOR MULLION JOINT AND BOLT.MAY BE LOCATED i a=g 1EcQ I"M AT REAR(AS SHOWN)OR o a o a Cp 2"x4"0.125"6063-T6 I 13 BOTTOM OF SHUTTER.WHEN 9e 0 ALUMINUM ANGLE 1/4.6 THRU-BOLT W/ (INTERIOR ARM INTERIOR ARM LOCATED AT BOTTOM, m m m 9 pp 15 BRACKET MAY BE OFFSET 3�g #14 55 SMS OR SDS NUT OR WINGNUT, CONNECTION u N. OR 1/4-20 THUMB S#10TA x Z"HWM 410 HT. ) ONLY REQUIRED FROM CENTERLINE OF Ae E FASTENING SHUTTER STAINLESS STEEL SCREW FOR SHUTTERS VERTICAL MULLION TO m8 SCREW INTO >85"WIDE. ALLOW FOR'Z'BAR OR S XYLON COATING OR MIN GLASS 7 HINGE TO ANGLE OR TENSION RING(#21) EQUIV.WITH "NYLON 14 ---BANGLE IN CLOSED POSITION. SEPARATION 1/4-20 55 NUT AND BOLT, 3 3 #6 x%"HWH 18.8 MIN. 65 % 6 SPACED 12"O.C.MAX. END CAP&SPACER G ��yg EXISTING = 4"MIN 2 STAINLESS STEEL al 0! Cey GLAZING , u°1 q S 14 OVERLAP 20 2 1 I--- 1 > I q AA Ia ID � 9 9 9 OPTIONAL MAX DESIGN PRESSURE +/-SO PSF I I i a R INSTALLATION tomucxrErlriaFnNCEwEss WITH 3/8"SLIDE Z: 8 15-2342 PIN(#18)SIDE 3d ALT. HEADER ATTACHMENT 5 5 SALE: THROUGH SIDE n � � JAMB AND SIDE PAGE DESCRIPTION: SNAP THROUGH 2 N.T.S. VERTICAL SECTION la Ib Sa Ib ANGLE, 30 NYLON 4 3 4 n WASHER 19 9 yi"-20 TYPICAL PLAN VIEW -/-_- d�- -- ALTERNAPINTE SILL HOST ATTACHMENT AS W/Y."6 BOLT N.T.S. HORIZONTAL SECTION �)/ SLIDE ON PER DETAILS 3a OR 3b OF LOCATION THIS SHEET 2 8 r ' -- --- —`_---- ---- --------- --------- -- - ------......... --- - - - ---- - ---- -- - - PRA •p,�. ' B PE0046549 ��F F 'y VV • �������' N LG��`���• ! �1111L ail H� gz Mm§Her z!q W� LLNLLA W� a� ZZ o G I Q zzo F Em`I n y w E I "� wur o�9� g .SEE DETAIL 1/4 O w A o � ; fa ------ fa 31i--'D V7Wdsw LLi o.4w (2) m20 SSMACHINE W SCREWS INTO V4-20 (1)3',-S.S.THRU-BOLT RIV-NUTS OR(1)%- PER UNSUPPORTED S.S.THRU-BOLT PER d UNSUPPORTED VERTICAL MULLION VERTICAL MULLION c m e MAX BEAM SPANMAX BEAM SPAN I SEE DETAIL 1/4, �'-•a'� o a 1 PER BEAM SCHEDULE I PER BEAM SCHEDULE j ! 'MID-SPAN BEAM (AS REQUIRED) 2 BOTTOM BEAM OPTIONAL ®gym ga 3 N.T.S. EXTER.ELEVATION 3 N.T.S. ( EXTER.ELEVATION WALL BRACKET E o C ANCHORS TYPES: S.S.THRU-BOLT PER o 0 r UNSUPPORTED VERTICAL MULLION .TYPE A:Y-20 ALL POINT SOLID SET 3 m z ANCHORS: G a R -IN CONCRETE(3.35KSI MIN)WITH 7%, V O MIN EMBED.AND 3'MIN EDGE DIST. I•h N BEAM SCHEDULE: o -IN HOLLOW CONCRETE BLOCK WITH (`s�l�, _ 7/. MIN EMBED.AND 3"MIN EDGE 3 u MIN GLASS DIST. c ANCHOR TYPES(+/-95 PSF MA%) WALL BRACKET ANCH00.TYPES./- SEPARATIONSO PSF MAX WAUBRACKETSO PSF MAX .TYPE B:Y-20 ELCO PANELMATES 8 BEAM PER BEAM BEAM SIZE ALUMINUM SHUTTER BEM SPAN BEAM SPAN BEAM SPAN (MALE/FEMALE): V ALLOY SPAN (+/-40 PSF (+/-50 PSF (+/-60 PSF (+/.95 PSF HOLLOW WOOD HOLLOW WOOD CONCRETE CONCRETE -IN CONCRETE(3.35KSI MIN)WITH u SCHEDULE MAX) MAX) Ma%) MA%) BLOCK (G•0.42 MIN) BLOCK (G•0.42 MIN) 13a-MIN EMBED.AND 2V2 MIN EDGE DIST. gg q 7'-9' 7'-0" 6-4 5'-!"S'-1' AB.C.D.E A.C. B,C AB,L,D.E gB,L,E B,C 51 o c a n 2'x3'x1/8' 6063-T6 6'•8- B'-7' T-8' T-O' T-7' AB.C.D.E A.C,E B,C AB.C.D.E A.B.C.E B,C -IN HOLLOW CONCRETE BLOCK WITH a a�' -43 s N EXISTING lY."MIN EMBED.AND 2"MIN EDGE d pp GLAZING 5'-10' 9'-2' 8'-2' 7'-6- 5'-11' Ag,C,D.E A,B.C,E S,C AB,C,D,E AB.C.D,E B,C DY d 8'-0' 9'-7' 8'-7- T-10' 6'-3' A.B.C,D.E AC, B.0 AS.C,D.E A.C.E B.0 BEAM PER BEAM ut 2'x4'x1/e' 606]-Tfi 6'•B' 10'-6' 9'•5' B'-7' 6'-30' gB.L.D.E 0.C. B,C AB,C.O.E ABMIN EMBED.AND.C.E B,C -IN WOOD(G=0.42 MIN)WITH 1)j• 6 ��e$ %'MIN EDGE DIST. ?r SCHEDULE 5'-10' 11'-3' -2' 7-4' AB,C.O,E AC, B,C A.B.C,O,E AB.C.E B,C .TYPE C:Y'ITW TAPCON SG: z i3 F m 11'-5" 10'-2" 9'-4' 7-5' A,B,C,D,E 0.C, ABIN CONCRETE(3.35KSI MIN)WI ,C.D,E AC. B.0 - TH p u 2"z5'x1/8' b06]-Tfi 6'-8' 12'-6" 11'-2" 10'•2• 8'•1• AB,C,OE 0.C, kB.C.D,E A.C. B,C IY"MIN EMBED.AND 2)'=MIN EDGE •� - 5'-10- 13'-4" 11'-11" 10'-11' 1'-8' A,B.C,O,E AC, B,C M.C.D,E A.C,E B.0 DIST. T.1 pppp g 'A 1'-0• 14'-10" 13'-3' 12'-2' 9'.8' AB.C, AB,C,D,E A,C. -IN HOLLOW CONCRETE BLOCK WITH 2'X4'xl/4' 6061-T6 fi'-B' 16'-J' I4'-7' 13'-I' 10'-7' A,8,C,D.E AB,C.D.E A.C. 1�'MIN EMBED.AND 2"MIN EDGE $ 4 (2)Y-20 S.S. 5'•10' 17'-5- 15'-7' 14'-2' 11'-3' A,B,C.D,E A AB.C.D,E AC, B.0 DIST. = MACHINE SCREWS B'-D' 9'-4' 8'-4' T-9' 6'-1' A.B.C.D.E A.C. B,C A,B,C,D,E AB.C.E B.0 -IN WOOD(G=0.42 MIN)WITH I%" 1 INTO Y-20 w MIN EMBED.AND Y'MIN EDGE DIST. R e!8 RN-NUTS OR(1)3'b" 4x2xO.23z0.15' 6063-T6 6'-B' 1D'-3' 9`2- 1'-4' 6'-a" A.B,C.D,E Ac, B.0 AB,C.D,E gB.L.E B.0 S.S.THRU-BOLT PER N 5'-Lo' ID'-11' 9'-9' 8'-I1' 7'-1' AB,C,D.E qC, B,C gB,C,D.E AB.C.E g,C -TYPE D-:Y'MILLENIUM MILLFAST: CUPfRCHTB+aaEERwD F]RtES6 UNSUPPORTED -IN CONCRETE(3.275KSI MIN)WITH 15-2342 _ lj 6'x2'x0.29'x0.17' 6061-T6 8'-0' 17'-]' 15'-6- 14'-1' 31'-3' ABO gB.L.p.E A.C. I3/•EMBED AND 2S�j'EDGE DIST. \2 ERTICAL MULLION -IN HOLLOW CONCRETE BLOCK WITH $-CALF: `MILLENIUM MILLFAST ANCHORS MUST BE SPACED AT 4"O.C.MINIMUM lYz°EMBED.AND 2S5"MLN EDGE DIST. PAGE DESCRIPTION: EXISTING STRUCTURE -TYPE:a12 SMS W/2"EYEWALL �P (TYP.TOP a BOTTOM) ARMOR NYLON INSERT: 3 BEAM CONNECTION TO SHUTTER IN CONCRETE(2KSI MIN)WITH 2' EMBED AND 2'EDGE DIST. ar� VERTICAL SECTION -IN HOLLOW CONCRETE BLOCK WITH 1 IY.'EMBED AND 2"EDGE DIST. 'a USE 2"x4"x4"ANGLE FOR 3"& 4"BOX BEAMS,USE 2"xS"A," (2)x-20 5.5.MACHINE SCREWS nP•[ox6519•• ` �O y INTO HRU- OLT PER S OR(1)%- A ` NGLE FOR 5"BOX BEAMS, USE 2'x7"xy"ANGLE FOR S.S.THRU-BOLT PER y"MAX.-4 TOP&BOTTOM OF BEAM. C-CHANNEL BEAMS,TYP. UNSUPPORTED VERTICAL MULLION I � " 50%OF BEAM TOP&BOTTOM OF BEAM. 1" MIN ���- #10 SELF-DRILLIN= O/ $ C 1 WIDTH MIN. MIN. SPACING _ Z .750" SCREW OR 3/ - ALUMINUM IP • I RIVETS 3"MAX FROPY •• Rlp I4��` I Q 5 ENDS,f2"MAX O.C. W am sg E�1G� O MIN. 1/2"xl/2"MIN.,2'x5"MAX. TM 1��1` w G ALUMINUM ANGLE(0.062" Q� w ,� g g 6 MIN.THICKNESS).E LEG (i) uj LL \ __ ___________ ____ __ (VERT.SECTION) ANGLE MAY BE REVERSED. 4\\E\M EMOED.- 1" 6063-TS ALLOY nW o =PiniF MIN. 2 3... ?� >U..a�aW S� t 4 []Q a¢wLLG1uLL (0)T S.S.MACHINE (0)/n"WITH MACHINE z� a y m BOLT WITH LOCK NUT \ BOLT WIIH LOCK NUT CL BOLT #10 SELF- p w w iy (4)ANCHORS REQUIRED EACH (1)'VS.S.MACHINE CL ANGLES DRILLING WW (4)ANCHORS REQUIRED EACH BOLT WITH LOCK NUT SCREW OR END,SEE BEAM SCHEDULE END,SEE BEAM SCHEDULE ALUMINUM F�P UI K a s w ANCHOR SPECIFICATIONS ANCHOR SPECIFICATIONS RIVETS 3"MAX w - Z BEAM SPAN S FROM W S,12" 0 w (BOX BEAM) (C-CHANNEL BEAM) (BOX OR C-CHANNEL BEAM) MAX O.C. (SIDE VIEW) (SIDE VIEW) (FRONT VIEW) 1 USE 2"x7"xY4"ANGLE FOR NOTCH CHANNEL ENDS y."MA% i 1/2.'x 1/2"MIN., C-CHANNEL BEAMS,NP. TO RECEIVE ANGLES I 2"xS"MAX. ALUMINUM ANGLE TOP&BOTTOM OF BEAM, NOTE:3"MIN SPACING FOR ANCHORS 8 (0.062"MIN. o NOTCH CHANNEL ENDS 1" _ MON THICKNESS).LEG m TO RECEIVE ANGLES MIN. SPACING 5 INTO CONCRETE/HOLLOW BLOCK HOST ANGLE MAY BE STRUCTURE.1"MIN SPACING FOR REVERSED. 8 ANCHORS INTO WOOD HOST STRUCTURE 6063-TS ALLOY I I _ I i 01 1' I (VERT.SECTION) f�1�� ¢m-• z� MIN. ( ) [ EMBED.' MIN. 2 3 (2)Y•20 S.S.MACHINE SCREWS z 5 >O 'F9 INTO y-20 RIV-NUTS O0. 1 N/" S.S.THRU-BOLT PER 1/2'x1/2"MIN., a -(1)/6"S.S.MACHINE UNSUPPORTED VERTICAL MULLION 2"x5"MAX. m BOLT WITH LOCK NUT (1)/["5.5.MACHINE 1 CL BOLT ALUMINUM ANGLE -.�^.^.' ¢G (4)ANCHORS REQUIRED EACH BOLT WITH LOCK NUT CL ANGLES (0,062"MIN. -E 2 O rL \ END,SEE BEAM SCHEDULE THICKNESS).LEG O❑ R ANCHOR SPECIFICATIONS BEAM SPAN REVERSED. MAX 1 ANGLE MAY BE W11 a ¢n ?! (C-CHANNEL BEAR)(C-CHANNEL BEAM) 6063.75 ALLOY 1 U o (SIDE VIEW) ® a - (FRONT VIEW) #10 SELF-DRILLING //,,,, r^ WALL BRACKET CONNECTION OPTIONS SCREW CRM OR3%" 4 N.T.S. EXTER.ELEVATION RIVETS 3"MAX c FROM ENDS,12" MAX O.C. 8 SIDECLOSURE NOTES (HORIZ.SECTION) a file i IN LIEU OF SIDE CLC WITHIN THE HVHZ, O N LIEU OF SIDE CLOSURE ANGLE, SHUTTER MAY OVERLAP OPENING BY 1.5 Q Yn6� %SHUTTER BUILD OUT DISTANCE. 2. ANCHORS MAY BE ANY ANCHOR FROM \ m EDGE n ANCHOR NOTE 1,ON SHEET 5, §9 INSTALLED 3"MAX FROM EACH END, 4E.G. MAX. w DIST ¢ y4e AND 12"O.C.MAX,OR 1/4"ITW w o\ Y9 TAPCONS WITH 1y"MIN EDGE ��/4"MAX. n y DISTANCE AND FUCL THREAD y4"MAX. o w ESe ENGAGEMENT TO I/$"MIN PLYWOOD k' [e9 INSTALLED 3"MAX FROM EACH END AND 1/2"x1/2"MIN., J I �6 7"O.C.MAX. 'j- EMBED. 2"x5"MAX. 2' 3. ANCHORS SHALL BE INSTALLED IN Y."MAX• ALUMINUM ANGLE 0.062'MIN. ®®®®®® 9. ACCORDANAX CE WITH MANUFACTURERS' y�Mq%, I/2"xl/2"MIN., ) �'y THICKNESS.LEG RECOMMENDATIONS. 2'x5°MAX. ANGLEMAYBE4. ALL CONCRETE ANCHORS SHALL BE ALUMINUM ANGLEREVERSED. MINSTALLED TO NON-CRACKED (0.062'MIN. 6063-TS ALLOY15-2342 CONCRETE ONLY. THICKNESS' LEGMINIMUM EMBEDMENT SHALL BE AS ANGLE MAY BE - NOTED IN ANCHOR NOTE 1 ON SHEET 5. MINIMUM EMBEDMENT AND EDGE (VERT.SECTION) (VERT.SECTION) (MORIZ.SECTION) (VERT.SECifON REVERSED. VERT.SECTION DIST• PAGE DESCRIPTION: DISTANCE EXCLUDES STUCCO,FOAM, ) 6063-TS ALLOY ( ) (HORIZ.SECTION) BRICK,AND OTHER WALL FINISHES. s 6. WHERE EXISTING STRUCTURE WOOD A SIDE CLOSURE DETAILS FRAMING,EXISTING RUCTU E IS MAY m VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING 4 N.T.S. SECTIONS /LJ MEMBERS,NOT INTO PLYWOOD. a' IHIRI IFill b1/IIII . \\\ T� .••••• 8046 BENNARD0,P.E. ANCHOR NOTE 1:UNL S,i TEP.OTt1ERWI5E BELOW ANCHORS AT.3 FROM ENDS�ND 12-O.0 MAX T;� `Q Q. . - croos.OWffROM BELow) �y ter �c.' \\CEN •CONNECTION IN CONCRETE: - z p -Y"1TW TAPCON WITH 13/4"MIN EMBED.AND 2V4"MIN EDGE DIST.(3.19KSI MIN CONC.) '• N0.46554 ],$ 20 -M4"ITW TAPCON SG WITH 1]/4"MIN EMBED.AND 2Mz"MIN EDGE DIST.(3.30KSI MIN CONC.) ��-• -K'�ELCO PANELMATES(MALE/FEMALE)WITH 1 Y"MIN EMBED,AND 2M:"MIN EDGE DIST.(3.32K51 MIN CONC.) -K-20 ALL POINTS SOLID SET ANCHOR WITH 3'MIN EMBED.AND 2"MIN EDGE DIST.(3.OKSI MIN CONC.) % • STATE OF Y."MILLENIUM MILLFAST WITH IK"EMBED AND 2yz"EDGE DIST.(3.27SKSI MIN) Z •, -#12 SMS W/2"EYEWALL ARMOR NYLON INSERT W/2"EMBED AND 2"EDGE DIST(2 KSI MIN) ,0 10,o'• FCORIDP p N • CONNECTION TALON WITH lV CONCRETE K MIN EMBED.AND 2W AND 2Mz N EDGE EDGE T.,SPACED AT 4"O.C.MAX. i�BLOCK: �''A'�SSHOnIIA;I�NG\ \¢ ..M M-Y E SG ;.,u- -Vi'ELCO PANELMATES(MALE/FEMALE)WITH 1 K"MIN EMBED.AND 2M2"MIN EDGE DIST.,SPACED AT 6 Vz"O.C.MAX. W((� n N LL w n -M4-20 ALL POINTS SOLID SET ANCHOR WITH 7/am MIN EMBED.AND 2"MIN EDGE DIST.,SPACED AT 8 I/s"O.C.MAX. o =P w F -K"MILLENIUM MILLFAST WITH 1 Y"EMBED AND 2Y,-EDGE DIST.,SPACED AT 4Y"O.0 MAX Z W w U-- x a _01 SMS W/2"EYEWALL ARMOR NYLON INSERT W/1 K"EMBED AND 2"EDGE DIST.,SPACED AT 7"O.C.MAX Q �!>< 2 w �a o<w =o 9 •CONNECTION IN WOOD(G=0.42 MIN): Zk A 9 z i LAG SCREW WITH 13'z"MIN EMBED.AND V4"MIN EDGE DIST. W W o ti i t;-#14 SHEET METAL SCREW WITH 1Mz"MIN EMBED.AND 3'4"MIN EDGE DIST. D w y o,- 3a°OD ANCHOR NOTE 2:CHOOSE ONE ANCHOR TYPE FROM BELOW,INSTALL QTY SHOWN UI ic�CH w a •CONNECTION IN CONCRETE: o w W -(2)V4"ITW TAPCON WITH lY"MIN EMBED.AND 2%"MIN EDGE DIST.(3.19KSI MIN CONC.) v -(2)f/"ITW TAPCON SG WITH 1T/i"MIN EMBED.AND 2M="MIN EDGE DIST.(3.30KSI MIN CONC.) M4"ELCO PANELMATES(MALE/FEMALE)WITH 13/"MIN EMBED.AND 2%"MIN EDGE DIST.(3.32KSI MIN CONC.) Y-20 ALL POINTS SOLID SET ANCHOR WITH%"MIN EMBED.AND 2"MIN EDGE DIST.(3.OKSI MIN CONC.) d (2)K"MILLENIUM MILLFAST WITH 1J/"EMBED AND 2M:"EDGE DIST.(3.275KSI MIN) -(2)#12 SMS W/2"EYEWALL ARMOR NYLON INSERT W/2"EMBED AND 2"EDGE DIST(2 KSI MIN) c NOTE:ALL 69"MAXIMUM SHUTTER SPAN INSTALLATIONS WITH MULTI-PANEL SPANS WITHOUT STORM BARS AT-95PSF REQUIRE A QUANTITY OF(3)ANCHORS FROM THE OPTIONS ABOVE B •CONNECTION IN WOOD(G=0.42 MIN): -(3)V4'ELCO PANELMATE(MALE/FEMALE)WITH 17/a"MIN EMBED.AND]/"MIN EDGE DIST. g -(3)K'ITW TAPCON SG WITH 1J/a"MIN EMBED.AND 3'4"MIN EDGE DIST. !� G ¢m (2)Y"STAINLESS STEEL HANGER BOLT WITH 1 Vi'MIN EMBED.AND]/4"MIN EDGE DIST. NOTE:ALL 69'MAXIMUMSHUTTER SPAN INSTALLATIONS WITH MULTI-PANEL SPANS WITHOUT STORM BARS AT-95PSF REQUIRE A QUANTITY OF(3)ANCHORS FROM THE OPTIONS ABOVE cp 'g° •CONNECTION IN HOLLOW CONCRETE BLOCK-: •• SEE ANCHOR SCHEDULE BELOW FOR APPLICABILITY OF ANCHORS TO BE INSTALLED.EACH HOLLOW CONCRETE BLOCK ANCHOR 15 \? < CLASSIFIED'NITH A LETTER AS SHOWN BELOW ACCOMPANIED BY A NUMBER INDICATING THE QUANTITY OF ANCHORS REQUIRED T p FOR INSTALLATION.THE DESIGN TABLE ILLUSTRATED BELOW APPLIES TO HOLLOW CONCRETE BLOCK ANCHORS ONLY. -TYPE(w):K"ITW TAPCON WITH IMIN EMBED.AND 2Mz"MIN EDGE DIST. �E °o -TYPE(X) :K"ITW TAPCON SG WIY4 TH IK"MIN EMBED.AND 25j"MIN EDGE DIST. , -TYPE(Y) :Mi"ELCO PANELMATES(MALE/FEMALE)WITH 1 K"MIN EMBED.AND Vj"MIN EDGE DIST. z e R -TYPE(z) :K-20 ALL POINTS SOLID SET ANCHOR WITH T/e MIN EMBED.AND 2"MIN EDGE DIST. pF p g •TYPE(u) :K"MILLENIUM MILLFAST WITH IK"EMBED AND 2%"EDGE DIST. IILL��p��zz -TYPE(v) :#12 SMS W/2"EYEWALL ARMOR NYLON INSERT W/1 K"EMBED AND 2"EDGE DIST GI 0 R fig"MNUMUM SNURER SPAN 0f-LB'MAAMUM 6HUTTER$PAN 9a3V-MA%IMUM$MUTTER SPAN MA•S SINGLE PANEL MUL—ANEL SPAN NIMTI-0ANELSPAN MULTFPANELSPAN O PRESSURE SPA Wrote Wei SINGLE PANEL W10 BAR W43A11 SINGLE PANEL W.D BAR wmm 4 -M PSFf.3)1�1 MI I=zl (az)(Yzl...(wl W)14)(r2)M(+2) MI h2)n(UI hO) M)(q)(z2H4) (wJ)I+zl MI Izz) (•3)MI MI U2) Ia)W)I-) V/3)OGI(y2(a) (u21 1 Il fu21(wl N31(Vzl W31 Nzl �•,m r ga 41 n �•R 1•zlh31-H.11 (wz)Ua)hz)lal N/JI!>�1121 NQ) (hal Mllrz)frll fw3)f:¢)Ir211•zl o LO P6F MI M)IY311�1 M7 (�21(wl 1•zl fr3l hzl Ml WA Wl(M IuJl M7 WA MMI ae x -70 PSF (4)(o)(r2)(4) IQN3)(4) NW31M)(r2)M1 Oa)(r3)(z31(0) WA (wJ)1�)h21(r21 (•3)(13)(21 M) NIA lul(n)(nl I-) ��a$ WO) (WIMI Z $§ 95PSF MI(-)M) (.3) 0¢)(y3�a1(4) (.3)1.3 1 urn (4)(g11z21101 11.1.H.311.) WA I.211v3)(:31 M) 3 u� p E�� "HOLLOW BLOCK ANCHOR SCHEDULE KEY:w3=ANCHOR TYPE"w"WITH"3"ANCHORS. ANCHOR NOTE 3:CHOOSE ONE ANCHOR TYPE FROM BELOW,INSTALL QTY SHOWN @' •CONNECTION IN CONCRETE: -(1)Y•ITW TAPCON WITH I%"MIN EMBED.AND 2%'MIN EDGE DIST.(3.19KSI MIN CONC.) -(i)Y'ITW TAPCON SG WITH 1%"MIN EMBED.AND 2q-MIN EDGE DIST.(3.30KSI MIN CONC.) - -(1)Y4-20 ALL POINTS SOLID SET ANCHOR WITH Ma'MIN EMBED.AND 3"MIN EDGE DIST.(3.OKSI MIN CONC.) COPTRGHT ENGNEEItNG C RiEW -((1))M4'MILLENIUM MILLFAST WITH IY'EMBED AND 2�5"EDGE DIST.(3.275KS1 MIN -(1)#12 SMS W/2'...ARMOR NYLON INSERT W/2'EMBED AND 2'EDGE DIS (2 K5]MIN) 15-2342 •CONNECTION 1N HOLLOVI CONCRETE BLOCK: SOLE: - -(2)Y"ELCO ULTRACONS WITH 1K•MIN EMBED.AND 2 V2 MIN EDGE DIST. PAGE DESCRIPTION: -(2)Y-20 ALL POINTS SOLID SET ANCHOR WITH%"MIN EMBED.AND 3'MIN EDGE DIST. ((2)Y"MILLENIUM MILLFAST WITH 1Y•EMBED AND 2 "EDGE DIST.(3.27SKS1 MIN) -(2)#12 SHE W/2'EYEWALL ARMOR NYLON INSERT WJ 2'EMBED AND 2'EDGE DISI(2 KSI MIN) I •CONNECTION IN WOOD(G-0.42 MIN): -(1)Y'LAG SCREW WITH 1%'MIN EMBED.AND "MIN EDGE DIST. -(1) Y#14 SHEET METAL SCREW WITH 1 Y"MIN EMBED.AND Y"MIN EDGE DIST. - ^ , � V