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HomeMy WebLinkAboutProduct Approval Property Information Building Information Owner: Stukshis v 'Wind Zone: 160 MPH. Address: 6621 Gaviota Exposure Category: B Ft Pierce,Fl 34951 Minimum Building Dimension: 24 ft. Mean Roof Height: 15 ft. Xt Risk Category: II Design Pressure Calculations Opening Location Device Device Device Max Positive IF Max Negative Number J Zone Width(in) IL Height(in) I Elevation(ft) 11 Pressure(psf) L Pressure(psf) 1 Int 54 64 7 30.6 -33.4 2 Int 72 --_----- 64 7------- 30.0 -32.8-- 3 Int 26 39 7 32.5 -35.2 ---4 ---- Int _74 64 -------- 7 30.0 -32.7 5 End 320 88 7 25.8 -30.1 6 End 92 --- 88 — 7 28.8 -36.2 7 Int 38 39 7 32.4 -35.2 Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.6th Edition(2017)Florida Building Code. Page 1 of 1 i b SCIS Horne Log In i User Registration Hot Topic i Submit Surcharge Stats&Facts ! Publications FBC Staff i SCIS Slte Map i Unks Search dr3 Product Approval USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail r' Y FL FL13757-R6 Application Type Revision Code Version 2017 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@engineeringexpress.com Technical Representative Thomas B.Johnston Address/Phone/Email 400 west McNab Rd. Ft,Lauderdale,FL 33309 (954)970-9999 tomj@tc-alum,com Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion 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.Bennardo,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 Indeoi.odf FL13757 R6 COI lndeo2.pdf FI-13757 R6 COI Indeo3.ndf Referenced Standard and Year(of Standard) Standard Year ASTM E1B86 2006 ASTM E1996 2005 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13757 R6 Eouiv Eguivl.odf FL13757 R6 Eauiv Eouiv2.odf FL1?757 R6 EOUIv Eouiv3.1)df Sections from the Code Product Approva I Method Method 1 Option D Date Submitted 08/09/2017 Date Validated 08/11/2017 Date Pending FBC Approval 08/22/2017 Date Approved 10/10/2017 Summary of Products FL# Modelr 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 R6 II Dwal.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 R6 AE Evall.pdf span/pressure Combinations and additional limitations of Created by Independent Third Party:Yes use. 13757.2 6.8 Streamline Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757 R6 LI Dwa2.odf Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo,P.E.PEOD46549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other.See installation drawings for allowable FL13757 R6 AE Eval2.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 R6 II Dwg3.1)df 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 R6 AE Eval3.odf 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 Statemem 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,FS.,please click here. Product Approval Accepts: 7 ug Cmd t Card Safe ` IIS A�ED016549N 'ip-F _PR03ECTION VARIES ^Q�N 2.874' 4.874"MAX. �(1'L� L S "i'v: -ll 0,115' ` N7g 0.062^ 0.450• a 0,125" 1.700"- 0.100' 1.830V" 0.062" 1.708" 0.100" Iry U --t• _ 0.080" 0.063' t_ O�_, st * o N _-_- 0.195" 0� pg6• r L 0.195" 0.070' H 0.060" }-2.820" �\ �,ArC OF tf t 0.060" 0.062" II}--1.993" 1.900"1201 �' / <O F Y, 0.125" .Y_ 0.630" --� 0.630" RIOA w { O 0.630• --f--- 0.062' 0.630' 0.062' L711f -I- L 0.143' t0.0 �� �1=_NG ._.L •4;069"-� }--•--X0.971" }0.971"1 0.143' m -ll-rU I111llllj7 ��Wu FF -�-1- I O..60' 1`070" Ir 0.630" '� Z� �>u 0.062 0'2�" }-1.069"-{ 0.062" 0.200' \ ✓ 0.00 -•. 0.630' 0.06 1^ I 0.0621,.,'y!. I•-1.069" SUPPORT LEG OPTIONAL }-1.069"� Cl.200' �-1.069"- 0.062" ""•`�" W •ny 9^ � 5.745"MAX. 0.062" �Es --5.745"MAX. AlE O BUILD OUT WALL 3 STREAMLINE CEILING TRACK STREAMLINE WALL TRACK O H[AV_Y HEADERLSILL O LITE HEADER SILL uta �� (DSCALE: p _ o SCALE:FIALF 512E SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZC SCALE:HALF SIZE �O n ° WHERE SHOWN,SCREW BOSSES R FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS rn 0.074'1- }--2.655" 0.875' I 2.195" {0.510' 2.195 S.Z30" w' 17 0.060" 1 229" r_I05" I�_., y �-- r I N rn 1 Q fE 0.75' SI �� �I is p9f C ----2.655. --(- •I Zm Q 4� 4.84" 'p 1.069' _ `- ri .031' v� N N fn H - `•. t- �4.$SO" E Z g In rt -J 'I 1.069" '0.105" in x O�I 9 fF 10 0.105' i 0.075° n¢ 0.075° N 6 itl p 0.105" '1 _ I---4.510•�_ _''�'--_ L-- _ _ __J-_ ' 0.994' 1 II I NOTE:TESTED THICKNESS OF a 0.781' �T -� ---4.510"- } �-3.506"� BARE METAL W/O PAINT IS 0.039' SILL rg SILL ADAPTER O EXTENDED SILL Ip EYTENDED SILL ADAPTOR �1 ADJUSTABLE SILL BOTTOM �3 6.8 STREAMLINE SLAT/BLADE SCALE.HALF SIZE J SCALE:HALF SIZE SCALE:HALF SIZE SCALE=HALF SIZE SCALE:HALF SIZE s SCALE:HALF SIZE - k 4' 407.579"0 e -�1 .5O7.0O"Bo' -510" 0.143° 0.1431 tO.OB0 0.341 .06 0 .0 70' " 11.7oe .143 Do0.060 {T 4.753'� m 1- 0.11 0.090" 4.510• e� stl a4gggt 0.000" I q a.oeo• 0.044" 0.227" 0.682' 0.630' 0.060" �I WP'41011IRNIKLIBlWOO�E I I F0.693" 15-2339 NOTE:THICKNESS OF BARE 2.022" �---1.625"-{ I--T-0.420' Prue, METAL W/0 PAINT IS 0.039' �g 6.8 STREAMLINE STACK 18 RADIUS CEILING HEADER/SILL �7 6.8 51_AR1'ER Ig WALL SILL CLIP IBb WALL SILL SCALE:HALF SIZE SCALE:HALF SIZE SCALE'HALF SIZE SCALE,HALF SIZE SCALE HALF SIZE 99 . FNWK L WXNAR0*,'RL' ✓ "%01111 1111/ OPED046549 S NYLON WASHER O0. -{}-0.125° 0.610" STAINLESS STEEL ,q8p• ALUMINUM : �C'•'••••.L1. [�11ViNY l ASSEMBLY I 0.357" o.so" :' ro F 0.320"0 HOLE o 61 -4- 0.276• -Z-D : VAC004 •��J �n o *30 x 2-3/4"410 HT S.S. 65 Q NYLON ti �' m SCREW W TC ULTRACOTE T 0.591• _A• 49 L O.B80 0.05 WHEEL U o r0,120•o iN�INSER�' COATING/ in -� �N {-0.240° �� r �- TRACK (TYP TOP 4 BOTTOM) ,1°„0.062"- ms', T,arCO� 44 s= .11... NYLON BUSHING W/WASHER: C %lS\/ �0/71pqva TYP.AT EVERY OTHER D.B70" 0.750• 7/16"0 x 1/T @ INTERIOR 30INT TDP0.154' �p.137' f_5.MAX. 'S INSIDE 30INT AT TOP. 7/16"0 x 1"@ INTERIOR30INT BOTTOM 18 CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EXTERIOR 1 j r r r 111111111 77W •S 109 ANGLE HOUSING-ZINCDICAST,POWDER COATED ?. 22 ROLLER ASSEMBLY24 BUSHING ASSEMBLY DETAIL 26 BOX CENTER INSERT (J jsu� SCALE 14ALF SIZE SCALE!HALF SIZE NOTE: MAY BE KEY OPERATED OUTSIDE SCALE.HALF S1ZE SCALE:HALF SIZE OR KEY/THUMB TURN OPERATED INSIDE. 7 0.250' BRASS 23 BRASS PUSH LOCK 111777 30 W SCALE:HALF SIZE -�RO.155" 1.978" 2175• too w 4.OD0• 0.236' --1.74- 0.286" 1.603• R0.500• 0.500" --1.710" 0.267° 6 0.623' 8 $ T D.790" 0.09D" 0.319" 0.531" 0.531" PN.-1 0.064" o 2.250" 0.09 yQ�, o '6 -r' d 0.250• - o c P ._• 0.607• $ w 0.118"� ' D.239- 0060, t,,F 'f Y 0.224" 0.239^- v H ry a-4 0.060' 0.496" 0.240" .,j` L .+.7 .i I I( I,- 7 b 2GUARD -7 1.758" I� � 1, = }O r''� s 27 RAINGUARD L8 DECORATIVE FLOOR TRACK 3.47fi"-- JJJ-���------ � -1-=, 0240• �ippo�4r I 0.160" 0.222"1 r SCALE:HALF SIZE SCALE HALF SIZE 1.001 0.062.0,06- 0.062" .0,176- 30 SCAUNILE:HALFATE DSI E 31 SCALE MALE BOF SIZE TER 32 FEMALE SCALE-H'ALFOSIZEEN TER _ -i1-0.062• `'.� o g ---5.500'x 13/16'WIDE _ }-'{0.400' - ,L O� <°' 1 7/16"0 STAINLESS A I 367' STEEL NUT 1 �- 30 0.125' n --�-- � 0' 0.938" ,: 1 _0.108" 5/16-18x1 MACHINE SCREW 1 STAINLESS STEEL �y0.121• z L TYP. 5/16'0 INTERNAL °r j .. POWDER COATED,ZINC DIE-CAST THREAD }-= 4.500• TION A 9" HEAD STYLE VARIES ^I:. 1.0501- OF OF TA MODEL 2012 SECTION A 36 T-LOCK ADAPTER 37 T•-SCREW INSERT 38 THUMB SCREW a - l.oso•� �JOa,i��� 6656 INhI STRIAL SYSTEMS (OPTIONAL) SCALE-FULL SIZE SCALE:FULL SIZE o - p,25q• 40U 40b 'IOU 35 BOX LOCK SCALE:HALF SIZE 1 'I 0.319 END STRIP 1" s��}1� SCALE:HALF SIZE e' t--•z.000 1.625"� '1 -f 2" & 3" EXT e +--1.500 -TT-O.1Z5"SCALE: HALF SIZE �- _ U.325' � G 0.050• 0.0937 fl`L_ l '"j'' 0.125" IVt®0.085" o k d�� f9 p 'o -0.125' COPMrIRfIWKLlO/WODPP 0.250- 9 r $ 0.093' r.085. M 15-2339 .c.0 -7.ODO• ----} . 70 ALT. 1" ENO STRIP 21 1.5"x3"x0.093" ANGLE 2g 2"x3"x0.125" ANGLE 9 i 39 2X7 ANGLE SCALE!HALF S1ZE SCALE.HALF SIZE SCALE:HALF SIZE SCALE-HALF SIZE FpAµA�I���1�,BE�EWiARDO P.E ANY ANCHOR PER ANCHOR EDGE DIST. SCHEDULE 18^O.C. EXISTING DIST, t .� GLAZING SEE END STRIP; SCHEDULE FOR Aktl-. NO EC04 '•O' A .ANGLE EMBED SPAN WHEN USING: - P{� 20,40a,406 BR�00, g LEG D RECITC/N II 11 IOC N; L/, 1/4" OR 6.B START EMBED. 17 G (INTERIOR) 17 £ 7C 17 —�— _[MAX. WITH 21 OR 25,'� TZ�O MIN.0.062"THICK 6063-76 ALUM. _a._21 25 i��+• 30 ANGLE 1'x 1"MIN.TO 2"x S"MAX. EDGE o- -- --- --- (ANGLE LEG MAY BE REVERSED) q DIST. B ANY ANCHOR PER ANCHOR FASTEN ANGLE TD TRACK W/ 1— U / (2 If10x1'SCREWSAT O / 1j e a SCHEDULE @ 18"O.C. CORNER,TOP&BOTTOM;AND uI (¢Q ED ATTACH TO 6.0 STARTER W/ ,p p 13 +3 13) T32 x 1/2"GALVANIZED OR 5.5.SMS, #12 x 1/2"GALVANIZED OR Z 13 ` S,S.SMS 3/16"0 ALUM.POP Lu 9 31 3/16'0 ALUM.POP RIVET,OR 1/4-20 RIVE T Ok 3/4.20 MACHINE u W'• z 6.80"(TYP.1 ALTERNATE END STRIP DETAIL BOLT>`1 R1/4 ^o.c. u E --� USE(I)BRASS PUSH LOCK OR(1) MACHINE BOLT&NUT 018"O.C. 3 (EXTERIOR) 5/16-18]'kiUMB SCREWINTbTHREADED WITH 6.8 SIA RIER AND ANGLE mwd INSERT 3 AT 1/3 SPAN TO 2/3 SPAN SC ALE:3"=1'-0'• ANY TRACK W/ p yWw� •• SCREW BOSSES. FROM BO OM OF SHUTTER.RECEIVING END STRIP SCHEDULE .+ TYPICAL PLAN VIEW HOLE SHALL BE 3/B'MAX WIDTH,UP TO PEP BP [o SCALE 3"=T-0" 1"HEIGHT-. 62 1D8 nn 1'Bf0(2.7� 72 ��1\ USE(11 BRASS PUSH LOCK io 182 80 OR It)5/16-18 THUMB 132 76 LOCKING DETAILS FOR 2'EVp(3,7") 62 eS SEE END STRIP SCREW0 THREADED CENTER MATES ® A INSCRT 77 AT 1/3 SPAN 2 �„ SCHEbULE FOR MAX. TU 2/3_ AN f-RDM SHOWN ON RANDOM SPAN WHEN USING W 9 BOTTOtM SHUTTER. 30 DETAILS 3'810(4.7') 62 �" 20,40a,40b OR 40c, a� m RECEIVING HOLE SH AI.L BE 7 14�76, ],/4" OR 6.8 STARTER V))�' gq. WITH 23 0825. O'er pa 1/8 GHT,WIDTH.UP TDD !�' 13 ALT.©BIO _82_ D' Ri AX ��a P, O112USE APPROPRIATE g 2 1u 132 75- ,,�" SIII 40 p0) 57ARTER STRIP 10 S S POR NOC CLOSURE C -- - x0.083' 83' BUILDING CONDIDONS. g 13 23 21 84 60 71 6 FASTEN STARTER STRIP c (INSIDE) D 76 TO TRACT(W/(21 HIOxI' Y� p SCREWS AT CORNER,TOP 8C I aoizs" 42 1sr ALTERNATE END STRIP DETAIL L BOTTOM _,.Il,k J ANY TRACK W/SCREW �C_+_M�i N SCALE 3"=1'-•0" zs 60 16 BOSSES. 70 111' 12 ia¢ I 1 W L u FOR GREATER SPARS OR LOADS THAN 4' O SILL VJ SNDWN IN END SEMP 9CHEMF,END e1■I .Rp6 V) O STRIDS REQUIRE A I"XI-.090'CUP ANGLE ��td Id11 P F KIDSPAM USINGAKY ANUIORONTIIE EXISTING GLASS Z ANC110R SCHEDULE&/14x7/R'TEK y O I v 13 SCREW OR I/4-20 60LTTO END STRIP. ---- Lao d�a�� aB 30 Naw USE(11 BRASS PUSH LOCK (INSIDE) 46 USE 111 Bf7A55 PUSH LOCK aI-� OR 11)5/16-1R THl1M0 99 OR 111 5/i6-78 THUMB 3D 13 �¢n SCREW I O THREADED .,// ! SCREW I O THREADED / a'- INSERT 37 'A t/3 SPAN SILL St D o +� 1O 283 STo AN FROM SPAN / TNg BOTTOM OF SHUTTER 1 ggg YC BOTTOM OF SHUTTER -- (OUTSIDE) RECEIVING HOLE SHALL RE 3/8"MAX WIDTH, 1"HEIGHT. TYPICAL OUTSIDE CORIJER CLOSURE — s 3D �rd CCI DETAILS WO/CORNER POST bi NTS 13 �D DOPPRgfTRYt[LIEISWW PF +3 31 3z IS 3 23 (OUTSIDE) 15-2339 P`SILL - USE(11 BOX LOCK AT 1/3 EA08 QUpll�OM1 SPAN TO 2/3 SPAN FROM BOTTOM OF SHUTTER TYPICAL INSIDE CORNER CLOSURE WbU 99 CC2 DETAILS WO/CORNER POST �%� MULTIPLE SHUTTER ASSEMBLY �7 14T5 2132i SCALE.3"=V-0" Etna fZ'fy I .. FRANK L SENNARD0 P.B. REFERENCE IAINCHYOR PE EXISTING HOST �gV°P7f7A//7///i/'•'I SCHEDULE FOR MAX. STRUCTURE SPACING Cl CONNECTION TYPE MAX. 1/4-2011ACHINE BOLT 9, •- \ REFERENCE ANCHOR 112" W/NUT(a 12"0 C OR ` % ❑ A.: \ SCHEDULE FOR MAX ®2" R 14 SMS(la 6-0 -1�• 7 SPACINGRk- ITYP.TOP&BOTTOM) -� Ip 111 Mzr 2 FA5TENERS ALUM. TUBE �0S7O6063-T6 ALLOY ___EACH ANGLE- SEE TARIF A FOR SIZE. �I~R (5'�OR6�❑RT/SGOR 6 ZJ /1 ALTERNATE THRU BOLTlIIJJJp /C1 CONNECTION TYPE OR 2"x 2"x 1/B" __ _ REFERENCE ANCHORGLASSoALUM.ANGLESCHEDULE FOR MAX SEPARATION 13 7N-,13 - , jI SPACING PER TABLE2 ZTHREE 3/16•'0 ALUM. ° 'I1•• i(IGLASS 1: amlllPOP RIVETS OR 1? ORDOORTHREE N72 SMS,TYP. ° �� u Rte 3/16'•0 ALUM.VOP III 17 ow 0 RIVET OR HI2 SMS 1 __ / ELr7� ((D j3 I'.:_ TABLE A(m) — Lm 10"D.C.ITYP 1 \ .. ___ 4C Tf/Ng7f R OR w0 'I� 6 pREsSURE VS ALLOWABLE LENGTH F MAY USE MALE OR 2'121c1/g'— 3"x3'81 JB FEMALE LOCH-SLAT w D I F PSF N. B/0 N. B(O' 13 ALTERNATE THP.0 BOLT 1/4"MAX FROM PIN 62 1 V 1108' C5 C014NECTION TYPE CI CONNECTION TYPE GUIDE R BUSHING G ]24' 179' O TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR REFERENCE ANCHOR '"": WASHER(TYP.) m a T2 _ CC3 SCHEDULE FOR MAX SCHEDULE FOR MAX 19 U1tJ 52 119' 172' NTS SPACING I K 91 114' 165' __iii/ 14x3/A"SMS(01 S'O C . F ANGLE TO TUBE CONNECTION m 102 110'_ 160" mt 11 P 120 101' 14T� EXISTING HOST 2"x 2"x 125" per.Q TA13LEB6cc4) EMBED 6063-T6 ALUM TUBE z�d ISD 9T 131' - STRUCTURE 2 88' 11q" PRESSURE VSALLOWABLE LENGTH�Jg^ EDGE DISTANCE REFERENCE NTIAC O E ER PSF WITH qO 1YITN 118" SCHEDULE FOR MAX FF Tr,Iq� SPACING C p 62 FASTENER(°l 16"0 C. \ 72 107' 115T (USE ANY ANCHOR SHOWN Cb ALTERNATE BUILD OUT MOUIJT SECTION a B2 101' l47' 114 ANCHOR SCHEDULEI SCALE 3"=1'-0" ?> 92 95' 13T 102 90' 13Y R 120 83' 122' IL'•x�Y, 150 ° ,y 74' 109• =j.n ... 2"x2 x _ r p 3/16 RIVET OR 1112 SMS 090"6063-T6 MIN GLASS 13 ] w= ALUM TUBE TYP !!09 �� EPARATKIN = z w •re T� �� (u1 IS"O.C. OR 1/4-2V 17 "a+F m PER TABLE -- m L O m a 3 NUI&BOLT(TYP.) 3/16"0 ALUM.POP d 4 a GLASS 2 X 0 z m RIVET OR p12 SMS y$ OR DOOR C ALUM. TUBE u01 a $ y 18"O.C.(TYP.) [,°° �m EE 6063-TG ALLOY 2"x 5"x 1/B" SEE jggLF,�FOR SIZE. 2 FASTENERS x CONTINUOUS "--- 'g ��� ■■■� EACH ANGLE ALUMINUM ANGLE 1-x 2'•x 093"6063-T6 OPTIONAL ANGLE INSIDE 3 6 THREE 3/16'•0 ALUM. 11 ORIENTATION TYP. 17 W 5 6 K 6 ALUI•t.ANGLE.TYP E ! o PCP RIVETS OR a 17 THNEE R12 SMS,TYP 0 0 1"x 2"x 1/0" 4 COMNECTION OR 2"x 2"x 1/B" D` REFERENCE ANCHOR !: 1J ALUM.ANGLE ' SCHEDULE FOR MAX ° P USE MALE OR FEMALE —_ SPACING WpORgTNWICLIBfPppFE LOCK-SLAT' ---EXISTING CONCRETE, 152339 13 13 BLOCK OR WOOD FRAMING 6C71LL (OUTSIDE) EE INSIDE SILL MOUNT SECTION ewe o9aTlmmi t112 x 1/2"GALVANIZED SCALE:3"=1'-0" CC4 TYPICAL CORNER CLOSURE DETAILS OR SRI SMS,3/16'•0 ALUM SIDE CLOSURE OPTIONS POP RIVET,OR I/4-20-- 171'5 MACHINE BOLT& NUT SCALE:3" (c ,e'ac i . FRANK,SE NARD91R K C5 CONNECTION TYPE EFUV `� •><�• REFERENCE ANCHOR EXISTING Z J SCHEDULE FOR MAX STRUCTURE O 7 SPACING X61" GLASS rr Cl CONNECTION TYPE S MAY 1/4-20 MACHINE BOI_7�Pr •.Q GLASS ¢n= w REFERENCE ANCHOR _ W/NUT 12"O.0 OR LC; OR DOOR F u u y OR DOOR---- r w>? SCHEDULE FOR MAX. 19 No N14 SMS fa)6"O C-+ SPACING v2'• ITYP TOP&BOTT6 f & Ip i 7f- vuF rN=p� 7qZ- FEN 13 7='A=.! O.N} 13 '�Lj w q w GLASS N 1-Ej�m /2' ��: Z ai�V6•1I.' C MN X J EPARATmFI V' - q %O T— w 117 1/a"-20 TNRU BOLT W/ fLr GLASS m N14 x 1/2"SMS 12'•0 CPER X Z Z I- w ' �" T LOCK NUT @ 12••0 C OR ;E PE S w ti OR 3/16'•0 ALUM POP 7 BLE 2 '2 IJ O u a ul �ORyr OR ( R'r' y PER H = w O OR 6 SS 12 R 1/2' SMS(0112"0.0 E.S. F RIVETS @D 6"O.0 OR 1/4"0 N TABLC2 w ALUM.POP RIVETS Lm 12"0 C. a !1/4J BBV OR 3/t6"A ALUM.POP 7 - , RIVE IS @ 6"O.C. E.S. 1 -� _ it AND 3 MN GLASS ASSEMBLY - 7/4"MAX FROM PIW SEPARATRTJ 13 p•_ p m ° JR I/L"m gLL11J.POP RIVETS /, _ O O a Cul 12"ALI: C.S. -- 1/4"MAX.FROFI PIN /� 1/2"TYP. 61FI � -T— L 0 UUSFI NG SIF PER TABLE =,:r =w V AND IO GUIDE TO BUSHING W _ WASHER(TYP) II - _ WASHER ITYP 1 1l t1~w ASSEMBLY m GLASS - IAr'oz< 3 I� / 1/2' 1/2"TYP EXIST114G CONCRETE, w 3 CONNECTION TYPE OR DOOR BLOCK OR WOOD FRAMING REFERENCE ANCHOR Q Z p`~ N WH w sa —C4 CONNECTION TYPF, p 5TE SCHEDULE FOR MAX F pu N w °i q REFERENCE ANCHOR SPACING •t / EDGE SCHEDULE FOR MAX DIST SPACING AS SHOWN I- 1I. •-C3 CONNECTION TYPE 114 UTAGRAFI ON PG 9 p a ! 5300R 6 OR m TTT[[G[G[GJJJ REFERENCE ANCHOR EXISTING CONCRETEY, w _ 1/4-MAX FROM PIN SCHEDULE FOR MAX. BLOCK OR WOOD FRAMING GUIDE TO BUSHING S PACII413 ALT FASTENER CI CONNECTION TYPE 1�\ 1/2." WASHER ITYP.I Nt11E SPAN LOCATION.FRONT AND REFERENCE ANCHOR w1:F / 1/4"MAX FROt•1 RACK ANCHORS NOT REO'D O INSIDE MOUNT SECTION SCHEDULE FOR MAY. PM GUIDE TO WITH THIS LOCATION SCALE•3"=1'-0" SPACING .5 CONNECTION TYPE FST BUSFUNG WASHER REFERENCE ANCHOR (A INSIDE MOUNT SECTION SCHEDULE FOR MAX. bfv 011.1 ITYP.I v SCALE:3-=T'-0•' EXISTING CONCRETE, SPACING nR(62 / BLOCK OR WOOD FRAMING— EMBED. Zit / CD BUILD OUT MOUNT SECTIO14 q EXISTING CONCRETE, SCALE•3"=1'-0'• - E u•`f TYP BOTI OM BLOCK.OR WOOD FRAMING EDGE DIST. EXISTING a NOTE:FOR DETAILS A.B,D.AND E ON THIS SHEET, 4 CONNEC110N TYPE EMBED STRUCTURE THE BASE TRACK MAY BE INSTALLED IN SECTIONS W REFERENCE ANCHOR —05 CONNECTION TYPE of WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS CD E SCHEDULE FOR MAX. REFERENCE ANCHOR ../ 8 Y A MINIMUM OF TWO SETS OF ANCHORS AND IS A S 6 SPACWG SCHEDULE.FOR MAX `c !3 MINIMUM OF 12"LONG.THE SILL OP,CEILING TRACK w .,..., _- SPACING S USED WITH THE BASE TRACK F LIST BE CONTINUOUS 3 16 OVCR THE GAPS BETWEEN SECTIONS. 1/2" CARO w F, 13 w ¢I GLASSMIN OR DOOR GLASS 13 F" =w^ w w f112 r.1/2'SMS Ct0 12" EPARA710 = _ 1I I-w 7 O.0 OR 3116-0 ALUM. PER cl w YON4 1I 13 '-�^Nww ��%J� 9` rwj7 PUP RIV ETS L:lt 6••O C TABLE X z aZF- GL ASS OR IL MIN.GLAS ==Z�-1 F- 0 O f OR 1/4"0 ALUM POP q O a DOOR P RA I F-p 0 m 13 Z) 2�: RIVETS @ 12'•O C. S_ O N PER TABLE 2 X Z O Z @ MN GLASS �` u w oQ A SEPARATION _ w_ Q f'1 u a o PER TABLE 2 X Z m Z H CG AND i/4"MAX FROM PIN u 1/4-10 S MACHINE q 0 4 c {111911 SCREW 81JUT E u N ASSEMBLY 1/2„ ` 1/2- GUIDE TO BUSH114G ,8 'n' u TYP. WASHER ITYP) 12"O C. GLA55 1/4"MAX.FROM PIN m w N - 1/4" _ FROM PIN_ C OR DOOR w --C4 CONNECTION TYPE p t/2'• GuiI7E TO MAX.USHuaG gg a GUIDE 1 Cl BUSHING REFERENCE AIJCH UR 3 WASHER ITYP.) d RrN 333 \ WASHER(TYP I EDGE SCHEDULE FUR MAX i 0ZnWWMLEB7WF10FE a S 6: EXISTING CONCRETE, UI57. 15-2339 BLOCK OR WOOD SPACING AS SIIOWIJ - 2 ER N C TI UN TYPE n s rn EXISTING CONCRETE.. 4 CONNECTION TYPE IN DIAGRAM ON PG 9 REFERENCE'ANCHOR OR - FRAMING BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX. DCALgo - "x3"x I/,."CONT / -' 3 CONNEC110N TYPE 1112 x 1/2"SMS @ 12'• SCHEDULE FOR MAX SPACING PAOl FKuumix"n REFERENCE ANCHOR CIC OR 3/16"0 ALUM SPACING ALT.FASTEFIER EXISTING CONCRETE, 063-T6 ALUM.ANGLE / LOCATION FRONT AND BLOCK OR WOOD FRAMIIJG - lAY BE REVERSED SCHEDULE FUR MAX POP RIVETS @ 6"D.C. BACK ANCHORS NOT REO'U 5 SHOWN DASHED) SPACING OR 1/4"0 ALUM POP WITH THIS LOCATION 99 OD S RIVETS Lcb 12"OC. CEILING INSIDE MOUNT SECTION _ WALL MUUN T SECTION O-J F WALL/BUILD OUT SCALE:3"=T-0" SCALE 3••=r-o•• SECTION O SCALE:3'•=1'-0" MN GLAaS op��pp(��1MBENNMDD.P.E. 1111 1PI®Ol§`j"9 ; 1) GLASS SEPARATION ZOD •� l OR DOOR PER TART F.2 1300 X p= GLASS UR W u DOOR _*4 NoP 'd u N : 0(74fi5 2 G Z GLASS OR ODOKN GLASS ' lu a R W tA u ' SEPARATION ffnn X W g R MN MASS w w PER TABLE 2 ^� U ifo N I I=-w SEPARATION Q I-m l�T1L�•, STA ! oI • V r PER TAOLE 2 w.7 4 C w ,'•F�O I 8 C l7_= H w 4 w,w 13 N z��- IJa � x+ "ii E J.Z CI CONNECTION TYPE x J¢W z m 1 1/4"MAX FROM PIN GUIDE u e REFERENCE ANCHOR i_ uu= gry9 28 a 0' SCHEDULE FOR MAX. W D,y Q 1'U BUSHING WASHER(TYP 1 3� al W SPACING/ Q o. �o aW^44y / TW01/4"0 W000 .250" `7_ 250" N NIU . LAG SCREWS r 24" W C4 CONNECTION TYPE O.0 MAx WITH 2" REFERENCE ANCHOR / 7� �p THREADED P EN ETRATION p SCHEDULE FOR MAX. "T"INTO CENTER OF 2X STUDS /m SPACING /o M U.SMS P MIUSPAN BETWEEN /w W EMO."7' s �+ STUDS FOR TRACK TO 1"x 4" / EXISTING H057 STRUCTURE n PLYWOOD A TUBE CONNECTION STUCCO FINISH 1••'4"x.125" 6063-T6 ALUM,TUBE N�^p _ _ O DECOFZAIIVE FLOUR TRACK DETAIL (,WALL MOUNT SILL DETAIL m� THIS DETAIL TO BE USED WHEN STUD SPACING SCALE:3"=1'-0" v SCALE:3"=1'-0" y EXCEEOS THE MAX.ALLOWABLE ANCHOR SPACING. ((,WALL MOUNT SECTION THIS DETAIL MAY C v FALSO BE USEDam SCALE:3"=1'-0" AT TOP 7 � 7 EmE g�� 5 VI p ACCORDION SHUTTER w w e PER PRODUCT APPROVAL F- o -GLASS ' MN GLASS OR DOOR F- ' SEPARATION 13 7 in N PER TABLE = .I EXISTING WOOD(G=0.42) L �' H APPLICABLE AT - M TRUSS OR RAFTER n AND ORBOTTOM w a a (In 2v'MAX.O.C. EXISTING FINISH MATERIAL J _ 1/4"MAX FROM PIN GUIDE //�� 2"x 5"x 1/B"6063-T6 1/2°MIR- —+ TO BUSHING WASHER(TYP 1 ALUM.ANGLE W/THREE s 2'%3'x3e'%CONTINUOUS OR -t -- t- -2.175" 3 t6 1/4"TILE ITYP) 1/4"0 WOOD LAG 4 2'x2'x3a"%CONTINUOUS 1 FINISH MATERIAL SCREWS WITH 2-3/4" I �g 6061-T6 ALUMINUM ANGLE _ 3/4"PLYWOOD MINIMUM THREADED L a� _ PENETR."T-114 WOOD Lm 5 6 0.9"MIN.THICK 6061-T6 ALUM TRACK X —1.14"0 A325 GRADE THRU BOLT Col 7"O.C. EACH RAFTER OF TRUSS. PJ 4 ANGLE FASTENED TO ✓� / FASTENED TO ANGLE WITH 114-20 OR 5116".5 A325 GRADE THRU BOLT Lnl 12"0 C 24"O.0 MAX WHERE - - EXISTINGLKSICONCRETE MACHINE SCREWS AT 3"FROM ENDS GALV.OR S.5 ANGLE EXTENDS BEYOND 9I STING 3RUCIUR CRETE AND 9'O.C.FOR THE BALANCE LAST TRUSS MORE THAN- a B p EI o �— 1.14"0 ELCO ULTRACON TO CONCRETE/CMU 6", EXTEND ANGLE TO =W 'J 3/4-0 ELCO ULTRACONS AT EXISTING CONCRETE HOST 5"O.C.W/1-1/4'MIN.EMB. NEXT TRUSS. 3"FROM ENDS AND 4'D.C. 2-11; MIN. STRUCTURE(3000 PSI MIN) OR 1/4".5 LAG SCREW LM 9"O.C.W/1-7/0'. w iv j FOR BALANCE WITH 13' 11114 EMB. IN WOOD SG=0.4 2.TO 0.55 MIN EMBEDMENTAND 2311' MAX•DESIGN LOAD AT 5'-0"MAX SPAN: EXISTING CONCRE I E. 1� =F Z u m o MIN EDGE DISTANCE, f 62 P.S.F. HOLLOW BLOCK OR / N u�04 070BRR)M6LBIWOOPE STAGGERED WITH 3'MIN. MAX DESIGN LOAD AT 6'-0'MAx SPAN: WOOD FRAMING..SEE 2"x 5"x 1/8"CONT w Q~ 15-2339 SPACING,TYP. #52 P.5 F. ANCHOR SCHED. ALUM ANGLE 16063-T6) I a O. BUILDOUT MOUNT STRUCTUREYPE OF CN 1t!JC=PnGX. HO SCALE.NTS (MAX.DESIGN LOAD s 12 P S.F) Hb PASS THRU DETAIL SCALE+3"=1'-D" /K TRUSS MOUNT SECTION OK SCALE•3"=1'-0" EXISTING HOST ALT.LEG DIRECTION kimUpy%/'r.e. STRUCTURE 1/4"ALL POINTS SOLID SET ANCHORS WITH 7/8"MIN ,7// .'`' 12'MIN FROM EDGE OF ACCORDION -ROUND WINDOW EMBED IN CONCRETE OR HOLLOW BLOCK,3'MINIMUM a `,.:•�•t_� /i/ EDC[OF SHUTTER, SHUTTER BLADES - ASSEMOLY ]/2" SPACING,AND 3'MINIMUM EDGE DISTANCE ` VAyoq//N�Sy� �MAX�/ (2)6063-T6 ALUMINUM TOP OR BOTTOM " ANGLES PER BEAM ENO,SIZE - �:• 0 -0 6549 1 O 112 PER SPAN TUBE SCHEDULE EMBED. I SPAN TUBE PER - ' DESIGN SCHEDULE •; O tV !]: V, - ACCESS HOLE 1/4-20 MACHINE BOLT W/NUI O s E F'1 •• EDGE OF ACCORDION z 12"O.0 OR#14 x 3/4"SMS 6"O.C, T p Rl SHUTTER BLADES 4 3.5'MIN TYP - n I/2"MAX. ICAL II- 5 6 3'MIN 316 EDGE z x 1... 2.875"0 HOLE(TO RECEIVE DISTANCE MIN.GLASS 13 z u�• z 4a'q m ROUND WINDOW ASSEMBLY) EXISTING Q SEPARATION o o wll) H MAXIMUM OF 3 WINDOWS GLASS OR w AIS 3 Tom' PER EVERY OTHER BLADE DOOR o a N rau n s� 1 LIGHT-N-VIEW WINDOW o � �srnrcE �NZ �° S EDGE 112"MAX 1 a b g 8 N.T.S. EXTERIOR ELEV r=0 (5)06 �- O 3 16 I( I 1/L"MAx.IRON PRI GUIDE N 00 TO BUSHING WASHER(TYP I n O F p ¢ 114-20 MACHINE BOLT W/NUT 4A 1/2' ACHOLE 12'O. dC OR 914 x 314'SMS 6"O.C. I 2.875'0 HOLE TO 'I- -SPAN TUBE PER W RECEIVE ROUND EMBED. DESIGN SCHEDULE �1���111���L1ii��//�•o WINDOW ASSEMBLY I 1/2' �(2)6063-T6 ALUMINUM $ T1AIf, ANGLES PER BEAM END,SIZEEXISTING - m PER SPAN TUBE SCHEDULE -13`72 Q cc OST 114'0 THRU BOLTS SEE BEAM Zm STRUCTURE SCHEDULE FOR REQUIRED NUMBERS --o 1(4"ALL POINTS SOLID SET ANCHORS WITH 748'MIN EmMBED IN CONCRETE OR HOLLOW BLOCK 3"MINIMUM F SPACING,AND 3'MINIMUM EDGE DISTA C3 = p 0.125' }}--0.125' -E S 0.032" 0.032' { MAX.DESIGN LOAD=t 72 PSF 4 $ SPAN TUBE SECTION p� 0.196" `1\ 8 N.T.S. VERT SECTION ��cc / \ 5 SPAN TUBE SCHEDULE ry \ NUMBEROF r ALLOWABLETUBE NUMBER OF ANCHORS PER MINIMUMANOLE 0'. 1 TUBE SHUTTER I SPAN THRU-BOLTS ANGLE LENGTH s ROUND ___________ _ _ s1rF SPAN p I WINDOW TOP BOTTOM TOP BOTTOM TOP BOTTOM TOP BOTTOM a Iw ASSEMBLY TUBE I TUBE TUBE TUBE TUBE TUBE TUBE TUBE . 2'x6X 60' 123.8• 135.2• 2 2 2 3 4• 7" �q 8.125' 96' 101-r 16 B.9• 2 2 a 123'- 80.9' --94.4'- -2 - -2--3 --3- _4' 7- � 90' 129.7' 167.0' 2 2 2 3 4' T' \ \ 98_ 114.8• 124.1__ 2 2 3- 3 r I 7_ O tl 0.126' 123' 102.8' 109.8' 2 2 4 4....... y _ 60• 139.0• 109.9' 2 2 3 3 l I ' ZkB'x 96' 122.7• 1BS.r 2 2 3 4 7- 10- 02.875' 03.250" 0,120' ' 123' 116A' 137.6' 2 3 4 5 1 17'' 13' 80' 168.1' 240.0' 2 2 3 4 _7' _10'_ / 2500'x _!V_ 60' _140_8'_ 229.9• _2 _3 _ 4 _ 6 10'_ �10__ ' \\ / 0.1870' 123' 13ZZ 203.1' ��3 4^- �5 7 13' /B' 29 LIGHT-N-VIEW WINDOW ! L1F04DRiNiKL1BN160PE SPAN TUBE SCHEDULE NOTES: N.T.S. SABIC PLASTICS SLX1431T-UL-94H0 x -X 4"ANGLES FOR 2'x5"d 27x6•BEAMS. 15-2339 2. USE 2'x5"x114"ANGLES FOR 2"x8"&2'x10'BEAMS. BtJIlld 3. USE BEAM SCHEDULE FOR DETAIL 3/8. r"R Bpe9{m R 4. TOP&BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER CONNECTION DETAILS.WHERE USED TOGETHER,BEAM MUST BE LIMITEDTO TOP BEAM SPANS. BLADE W/ ROUND WINDOW S. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND 2 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 S 8 N.T.S. EXTERIOR ELEV ABOVE AR6. LAP BEAMSOARE NOTBELOWTHE ALLOWED. 0 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. ANCHOR SCHEDULE: CONCRETE FRANK L DENNAROD P.E. PiAD16$49 7;.. 2.5"MIN EDGE DISTANCE ��� '""I T ' r r,) an Am-Up TO 6'-4" an Uo To e'-3" Spans Uc 7012'-0" '- je+r^J�, cS ANCHOR LOA) CONN TYPE CONN TYPE CONN TYPE ti n�? '=N�„ �....•. 1; (PsU CZ C2 C3 C2 C4 CS C3 I C4 I CS C3 CZ I C3 I C4 CS NO FE004 I( 1/4"ITW TAPCON OR ELCO _43 L&0'16.0 25.0"16.0"18.0"10A^A6.0" 9.0" X3.D"16.0"16.0" 9.5" 5.5" B.S" 14.5" L.* UL'tRACAN WiiTi 1-3/4' _53 56.0:Y6,0_10.5"14.5"NPIt 32.0" 7.0" 10.5"16.0"35.0" 7JS' 4.5" 7.5" 30.5" to EMBED(3192ps1 MIN CONC) b2 16,0"1@0" $,5'• 12.5•'10�D"16 0" 9,5' S,5" 8.5" 35A"35,0" 7.5" 4.9• 7.S" IO.5" _-u S * y N 70 1ff.0"13.0" 7.0" 11.0"10.0"15.5" PA•' 5.0" 7,577 11.5"15.0'7.5" 4,5"7.6" 10.5" 7 i CO�COMOItJA 710!¢(1 STATE F 100 15.0" 7,5" 4.5" T,5" 10.5"iS.O' 7.S' 4,5" 7.5" XD.S"15a"7.5"65"7.S" i8.8" r ATE 1(4'M1LlEN1UM M1LLFA57 43_16,0"16.0"15.0-116.0"1G.0"16.0"I6.0" 9.0" 33,5,16.0"16.0" 8.5" 5.5" 9.0" 13.5" 2 x 5 fT P. 4 i 10 COI4BINA TIOIrJ;� •,d O BIt d$ •, WL7N i-314'EMBED(32TSpsi 59 16.0"t6.0"11.0"35,0"LS.Q"16.D`1Y.4" T.Q" 10.5'36.0"L3.5 7.0" 4.5' 7.O 9.5" MIN CONCRETE) 62 10.0"15.0" 8.5'• 13.0"16.0"16.0' 85' 5.5" 9.0" 13.5"13.5" 7,0" 4�5" 7.5" 9�5" p '`77sj �1/�(. N " 70 IB.Q"12A" 7;0" 22.0"iG.6"14.0" 7.6" 4.5" 8.0" 10.5"135" 7.0" 4.5" Z5" 9.6" /l a -100 L7.5" 7.0"4S"7.5• 9.5" 13.5" 7A" 4! 7.S' 9,5"13.5"7.0" 4.5'7 7.5" ggg t5yi lj4"?CQ GRETEFtDt 554 43 L6.8"160-16.0"IDA"16.0"16.0"36.0"13.5'56.0"16.0"16.0"12.5"8D' 13.0"15.0" W W/Z.EMBED(3350ps1 MIN 53 15.0"16.Wlq- IG.O"16.0^16.0"16.0"1O.D"15.5.16.0"16.0"10.0" 6.5. 11.0"iq.d" 1 x S T7YP.} 2 x S ITYP.7 N CONC 52 16_.,0"16. 16.0"16.0" .B.0"12.5" B.D" 13.D"36.0"16,D"10.0 6.5 11,0"14.0" gXUiLU11" TO 18.0"Lb. 10�D"16.0"16.0"10.5" 7.0^ 15.0"16.0"SOQ" fi.5" 11.0"1440"lOD 36.0"10. 11,0=14.0"18.0"X0.0" 6.S' 27,0"14.0"16.0"10.0" 6.5" 11.0"14.0" O OOWII _ __ I'MIN EDGE DISTANCE NOTE "S"INDICATES ANCHOR SCHEDULE SPACING 2wO �i Cl C2 C3 E4 G5 C1 ¢ C3 C4 C5 Cl E2 C3� C9 CS '1 2 1/4"ITWTAPCONORELCO 43 15.0"116.0"17.5- 8.0" 16.0"16.0"16.0" 5.0- 5.5" 16.0"16.0" 9,0" 3.0'• 4.0"14.0" SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE: ULTRACON WITH 1-314" 53-16.0"16.0" S.5" U.S.- 16.0--mor 12.0" 4.5" 16.0"14.5" 7.5" lo.W - C2 CONNECTION TYPE USING PIECE QO WITH OUTSIDE EMBED{3292pst MIN CON C} 62 l6.0"15,5^ 4.5" 5.5' 16,0"16.0'• 9A" 4.0" 14.5'54.5 7S" 20.0" ANCHURS ONLY : - C4 CONNEC TION TYPE USING PIECE WITH 70 16,D"12,5^ 4.0" 5A" 16.0"15.0" 7.5' 11.0"14.5" 7.5" 10.0" OUTSIDE AtJCMURS ONLY ____ _ 140 19,5" 7.5 1D.0"14.5" 7.5' SOA"14.5" 7S' 30.0" y A 1/4"MILLENIUM MILLFAST� 43 16.0'•16.0"11,0"13.5"16.0"16.0"132U" 6.5" 9„_5" 16.0"13yD" 7.0" q.D" 6.5"70.5" WITH 1-314'EM ED(3275ps1 53 16.0"HID" 8.0" 12;0"16.0•'16.0" 40" 5.0" 7.5" 16.0•'10.5" 5.5" S.S" 7.5" ANCHOR NOTES: W 6 MIN CONCRETE) 62 16.0"31.57 BR" 9.0" -13.5" 7A" 4.W-8.6" 11.0"36.5"•5.5 5.5" 7S' � .• 70 16.0" 9-S' 5,S" B.D^ 16.0"11.5' S.5' .5.5" 8.5" 1D.5" 5.5^ S.S. 7.5" 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACINGa� 100 10.5" 5.S" S.S' 7.5" lOS' 9,5' S.5" 7.5" 10.5 5.5 5.S" 7.5 ONLY.ALLOWAULE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE N _ 1.1/4'MIN EDGE DISTANCE CIMF7ED TO THOSE SNOW N IN TABLE 1(P9 Y 1/4"ALL-POINTS SOUD-SET U ANCHOR Wt 718"EMBED& CS C2 C3 C4 C3 G2 ¢ C3 C4 C5 a CZ C3 C4 CS 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, z13 9 1)4.20 SS MACHINE SCREW 43 16,0"16.0' 8,5" 10.5"I6�0"15.0"22.0" 5.5" 7-5" 16.0 13,__5 5.5 3.0" 5.0" 10,0" ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR v - - EQUALTO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER (300ppsi MIN CONC) 6 56.0"iS.O" 6.5" 8.D' 16A"I6.P 6.5" 4.0" 6A" i5v5"10`O"S.Q" 4.0" 7,0" THAN OR EgUAL TO SMUTTER SPAN.. b2 16.0 9"' 5,0" 7,0'• I6.0"12.5 6.5' 3.5" 5.0" 10.0"10,0" 5.0" 4.; 7., 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. O • 70 16.0" 9.0" 4,5" 6.D' 16.0"10.5" 5.5" 3.0" A.0" B4O" 10.0" S.D" 4,D" 7.D" 100 10.0" SA" 4.0"17.0" 10.0" SAY, 4,0` 7.0" Z0.0" 5.0" 4.0" 7.0" 4. EKISTING STRUCTURE MAY 8E CONCRETE,ASTM G-90 HOLLOW CONCRETE 3� o 114"ALL-POINTS SOUD3Ef _ _ 3"MIN EDGE DISTANCE BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER ¢ ,g ANCHOR Wj J/B`EHBED 8t CI C2 :160'.' Cq CS CS C2 C3 CM1 CS Ci ¢ C3" C�# C5 ANCHORTYPE BASED ON TYPE OF F�IL'S'TiNG STRUCTURE AND APPROPRIATE °� CDNNECTIDN TYPE.SEE C-ONNEC7TON DETAILS FOR IDENTIFICATION OF $f! w 114-20 SS MACHINE SCREW 43 16.0' 16,0" 16.0"16,0"15,0"16.0"11.5"16.0"1fi.0"16.0"11.0" 7.0" 11.0"16,0" CONNECTION TYPE. sC+ (3004p1t MIN CONC} _53 16.0"16.0" '16.6"16.6"26.0"34.0" $.5" 335'26.6"25.0" 8S" 5.5' 9.S' X2.0" S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE 62�16.p"16,0' 16.0"1F.D"16.0" 8.5" 5.5'• 9.5" 12.0" ONLY.70 16.0"55.0" " i4A"16.0"L6.D" 9.D" 6.01' 10.0^13.0"15.0" $S^ 5.5 9.5" lz.D" 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED lOp 16.0`• 8.5" 5.5" 9.5"12.0"16.0" B.5" 5.5•• 9.S' 5.5" 9.5" 12.0" IN ACCORDANCE WITH MANUFACTURERS'SURE T E ANCHORS.FRE INST LL r` IJ4"POWERS SS DROP-IN 2-5/e•2 EDGE DISTANCE - _` _ LENGTHS SHALL BE AS NOTED AND DO NOT INCLUbE STVCCO OR OTHER W/114-2055 BOLT AND CI C2 C3 C4 NT CS Gl ¢ © C4 CS CZ C2 C3 C4 CS FINISHES. I-EMBED(3000p3i MIN 43 16_0_'16A_14.D"16.0"16.0"16.0"24.0" B.0" 12.5"16.0"14.0. 7.5" 5.0" B4O" 7. WHERE EXISTING STRUCTURE 1S WOOD FRAMING,WOOD FRAMING CONB3720N5 4 CONC} m56 Y6.6"56.0" 9.5" 14.4"16.6"Z6.0" 9.5" 6.0" 10.0"16.0"1I.5' BA" +{.0" 7.Q" 6.0" VARY.FIELD VERIFYTHAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING a $ 12.5" 7.6' 32.0"18.0"1A�5' 7.5 5.0" 8.5" 11.S"11.5" 6.0"4'B 7.0" 8.0^ SIDE CLOSURE%ECES OD.FASTENING TO PLYWOOD I5 ACCEPTABLE ONLY FOR a a low,12.0" 6.4'• 4.0"17.5-19.0- 11.5" 6.D" 4.D" 7.0'• E.0" 100 11.5'• 6.0" 4.0" 7.0" 0.0" IY.S" S. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER 114'POWERS SS DROP-IN II2•MIH EDGE DISTANCE SHALL BE LOCATED IN CENTER OF NOMINAL 2"X A"{MIN. WOOD STUD.3/4' a - EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRliMIN6. L✓�G SCREWS SHALL d W/7/4.2p 55 BOLT AND Cl C3 C4 C5 Ci C2 C3 C4 CS C1 C2 C3 CA CS HAVE PHILLIPS PAN MEAD OR MEX HFAb. 1"EMBED 3440 MI 4 6 " $ ( psi N 3 1.0 J""00,:1 35.0"36.0"14.0"Y6.0"14,5" 9.0" 13.5"16.0"Y5.0" 7.5" 5.4" 4.0" 12.D" g R CONC} 53 t6.6" IO,S"15.0"16 0"16A"10.0'• 6.5' 10.5'16.0"1z.0" 6.0"4.6" 7.5" 8.S" 9, MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2"ENGAGEMENT OF THREADS IN p 6 p 62 16,6'1 3.0 8.0"12.'5"16.0"15.0"6.6" S.D" 9.0"12.0"f2.0" 60" q,0" 7;5"�8.6" BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER HEAD{SIDEWALH BOLT}:U.O.N.R.S' 7,W' 5.5" I q ]2.5" 6S' 4,5" 8.0" 93" 1Z,6" 4A" T.5" 8.5" DESIGNATES ANCHOR CONOTTIONS WHILH ARE NOT ACCEPTABLE USES.A.6" 7.5" e.6" 12.0" 6.0" 4.D" 7.5" B.5" 12.0" 6,0" 4.0" 7.5" 8.5" .� Y MTN EDGE D1S7ANCE *� DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, I 111 012 ARMOR W/21 W/2*EM Ci C'2 C3 GA CS 6 C2 C3 G4 C5 CCS ¢ G3 U CS NUT DR WASHER WINGNUT. ARMOR INSERT Wj 2*EMBED 43 16.0"16.0"11.5"Y4A"16.4"26.4_16.0" T.5" 10.0"16.4'•1Go" 4.0" 4.5" 6-5" 13.5 SDPDtTRNWML65NlWPJL (20gOpsi MiN NNc) 53_16,p"16,0" B,S"31.0'•160"i6•D"11.5"5.5" 8,6" X6.0"14.0" 7.0" 3.5" 5 5 10.0" SL MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR 5CH£DULf. 15-2339 62 15,0"15.0" 7.0" 9.5" 16.0"16.4" 4.0" 1S" 6.5" 14.4"14.0" 7.0" 3.5" 5.5" 1D.0" 17. WHEN ANCHORING TO HOLLOW BLOCK SOS bR1LiS SHOULD NOT BE USED TO mr+eta 70 16.0"12.0" 6.0" 8,0" 16.0"lA.S' 7.S' 4.0" 6.0" IO.S'14.0" 7.0"A 10.0'. DRILL INTO HOLLOW BLOCK NOR SHO{1LD IMPACT DRILLS BE USED TO INSTALL rice bgatvna•. --- - - CONCRETE SCREWS TO HOLLOW BLOCK 100 IA.D" 7.0" 3.5" 5.$" 10.0"14.0" 7.0" 3.5•' b.5" 10.0"14.0" 7.0" 10.0"_-____.- ___.. __...._.___ _.�_...__.__W_2 SMS W/2.75'EYEWAIL -03 160"SGA"16,0"76.0"iG.O"16.0"16.0"10.0"140"16.0"I6.Q"17.5` ib.D"ARMOR INSERT W/2.5" 53 36.0"L6.0"12,D"10'.0"16.0"l6A•'15.0"7.5' 3X.0"16.0"16.0" 9.0" 13.0"EHBED(2000ps1 MW CONC} 62 160'26.0" 9,3"13,5"16.0"16.0"11.5' 6.5" 9.5" 16.8"16.0" 9.0" 33.0^70 16,0"L6,0" 8,0" 11.5'16.0"16.0' 9.5" 5.5 B.5" 14.0"16.D" 9.0" 13.0"YOU 16.0" 9.0" 5.0" 8.D" 23,0"Y.D" 9.0" 5.0" 8.0" ]3.4"36.0" 9.4" 33.4" ��f) ►�.� Amo©m©mm©mem �•� ®mm' 'MMOMMoi ® ��®' L•3JI�Ed!ll�%///���EB'JI�%/Ea4f�i3'JI� , mom . .NWMI 1-114'EMBED ��%/%� • ' f%//,�%/�/,'!y/%////Y�//f////// /�� '' �/. ' X51 £'/////i%���' Of O/fL'iO/�//O/fir/ imIW %///%/f%i./f'�////l//%//%/%/////moi ' L�''//////���.'/////%%///%%///�� / /%i%// �iiiiiii�i '�"/ .t � om . mial/Imalmlm/um %E11111 O//��% ®m®©©0®®m®©®0000©O0©mm©©m0©©©mmm©t3! WE//. �/� HM' U./mm MUMM an j®[®�31Em W-/.m/olimm� IN 117,1110000 [� ' Dm - mmmmD©0®m©©MONSOON AE 3•- ��y/%�/// //i %//,yam!// %,y/��% 9% �'�y/' .!��y/.% '%//// IEE�IiE�i%/O//%/O//%//y//////.f/// �//y� � / •�, ////�'//////�•////h% 'moi���///%a. %////i�%%� ///��� %/////. �i //% F� / %J/ %/ 10 ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK 1Hu7aLHE""""°a,P,E _ Y M!N EDf,E DISTANCE �i Spans Up To 04" SPAS UO To S'-3" Spans Uo 70 LOAD CONN TYPE CONN TYPE CONN TYPE i ANCHOR (PSI) C! C2 1 C3 1 C4 1 CS C1 C2 C3 I C4 I C5 Ci C2 C3 I C4 CS � :' At ' =If a pE004654 3. 012 SMS W/2"EYEWA1k 43 76.0"16.D" 7.5" 9.0" 16.0"15.5" 8.5" 4,5" 6,5" 15,5' B.5" 4,5" 4,0" 7.0" 3 ARMOR INSERT Wj i-Sj4' S3 16A"I6.S" 5.0" 7.O" 16,0"13.0" 6.0" 3,5" S.4" 71.0"7,0" 35" 3S' S." -'4 7(• EMBED Q � 62 14.0'7 7.So q.0" 6.0" 14.5"9 0 4.5'1 4.0" 7,0° 7.0" 7.5" 3.5"-5.0" 70 1i.5"6,�"3.S" 5.5" 125"7.5" 35" 3.5"5.5' 7.0" 3.5" 3.5" 5.d_T ;Q STATE 100 7.0" 3.5' 7.9" 5.0"7.0" 3.5" 3,S"-S.0" 7,0" 3S" 3.5" 5.0" i��s '•�tl OR10'Af.•" uiGm ANCHOR SCHEDULE: WOOD (G-0.55) %, s ' •-' yJ U�� 314'MIN EDGE DISTANCE 7/7/Iltttf LY1 _t1- FY Qut g G sOsns Up To 6'.0" loans UOTo 8'-3" Spans Up 70 12'-0" [��l �+C W ggg LOAD CONN TYPE CONN TYPE CONN TYPE Z D O ANCHOR (C�] x �Psn C1 C2 C3 C4 CS Cx CZ C3 C4 CS Cl ' C2 C3 C4 CS W �rNi ter " 1j4"LAG SCREW WITH 1 -314 43 16.0"x61"11.5"125"16.0"16.0"16.0" 7.5" 9.0" 161"16.0"14.5' 4.5" 6,0" 16.0" +y i. t37 MIN THREAD PENETRATION 53 IS 16.D" B.S" 10.0"16.0"I6.d"18.0" 6.0" 7,0" 10,0"16,0"1L5" 4.0" 5.0" 16.0" � yz� 6Z t6.0'NF,7.0"8.57'lb.0"16.0"14.5" 5.0" 6.0" 15.0"16.0"17.5"4.4" 5.0"xsT b 70 16.0"16.0" 61" 7.5" 16.0"i6.D"ILSS'4.O,y S.S'" 16.0"16.0"11-1 4,0" S.0" 16,0" N O N 100 16,0"11.5'• 4.0" 5.0" 16.0"16.0"11.5" 4.0" 5.0" 16.0"16.0"15" ,0° ' 7j16'WOOD BUSHING WITH 43 16,6"16.0" 6.0" 10.0"16,0"75.5" 8.5� 4.5" 7,0" 15-5' 8.1 4.5" 7.0" 1.13"MIH EMBED&114.20 53 x6.0"10.5" 5.5''' 8.0" 16.0"11_10" 6.0" 3.5" S,S" 11.0" 7.0" 4.0" 5.0" L$4 SS MACHINE SCREW 62 14.0" V A.S' S.5" 145" 9.0" 4.S' 3.0" 4.5' 7.0' 7.4" 41" 5.0" 70 12.0" 6.0"3.5" SyS" 12.5" 7.S" 3.5� 4.d" 5.5Y 7.0" 4.0•' 5.0" ^� 100 7.4�' 3.5" 4.0" 5.0"-7.0" 3.S" 4.0" 5.0" 7.0" 4.0" 5.0" d 2, 3 914 SMS OR 034 WOOD 43 16.0"16.0;1225'14.5"16.0"16.0"16.0" 8,0" 10.0•'16,0"16.0" 0" 7.0" 1SCREW WITH 1-3/4°MIN53 16.0"1610" 9D" 17.5"16.0_'16.0"15,0" 6.0" 8.0" 16.O"16.0" 0" 5.5" 13.0" WTHREAD PENETRATION -62 16 01 16.0" 7.5" 9.5"i6,0"16.0"1x.5" 5,0"AO"AL 16.0" .0" 5,5" 13.0"QpmoammOOD- 70 16.0"16.0" 5.5" 8.5" 16.0"16.0'•10.0" 4.5" 6.0" 14"0"16.0" 0" 5.5" 13.0"100 16.0" 9.5" 4.0" S.5` 13.0"16.0" 9,5" 4.0" 5.5" 13.0"16,6" 0" 5.5" 13.0" - a R�+b ANCHOR SCHEDULE: WOOD (G.=0.4x) _x 3/4-MIN EDGE DISTANCE LOAD Spans Up To 6'-0" Spans UO To 8'. S�g�p TO 12'-D" - • F In CONN TYPE CONN TYPE CONN TYPE �1 O ANCHOR g s (P-fI CI Q C3 C4 CS C7 ( C2 C3 Cq C5 C1 C2 C3 G CS 1/4'LAG SCREW WITH 1-314 43 1610116.0"19.0" 10.0"16,0"16.0"16.0" 5.5" 7A" 16.0"16,4" 9,5" 3,5" 4.S' 15.0" MIN THREAD PENETRATION 53 16.0-116.0"16.5" 8.0" 16.0"16.0"12.S' 4.5" S.S" 16.0"15.0" 7.5" 3._0: 4.0" ILO" 62 26.0"16.0" 5.5" 6.5" 16_0"161" 9.5" 3.5" 5,0" 15.0"151"1 7,S" 3,0" 4-;-0"111.0" d 70 16.D"x3.5"4,5" 16.0" 8.0�3_0" 4.0°11.5"25.0" 7.5" 3.0" 4 0" 13»0" 100 15;0" 7.5"3.0" 4.0T ll:q"15;0'" 7.S" 3.0" 4,0" 11.0"15:0" 7,5' 3.d" 4.0" 11.0" n 024 SMs OR sia WOOD 43 16.0"x6.0" 8.5" 10.5"15.0"16.0"12.5" S.5" 7.0" 16.0"13.0" b5" 3.5" S.0" 10„5' -__� °o SCREW WITH 1-314°MIN 53 16.0"16.0" 6.5" 8.0" 16.4"16.0". B.S" 4,0" 5.5" 16,0"10.5" 5,5" X.5° 4.0" 7,S" 3 THREAD PENETRATION 62 16.0"11.5" 5.0" 7.0" l6.0"13.0" 6.S" 3.5' 5.0" 10.5" 2.5" 4.0" 7.S" glan muffs a 70_16_0" 9.5 4.5" 6.0'"Ao"ILQ" 5.S., 3,0" 4.0" 8.U" 30.5' 5,5�' 2•S" 4.0, 7,S" 100 10-5"5.S'2.5" 4.0" 7S" 10.5" 5.5" I,S" 4.0" 7.S" 74.5" 5.5" 4.0" 7.5' ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK a - _ �>�ad 1° 4"MIN EDGE DISTANCE ■! �i Spans UgTo 6_-0" Spans Up To 8'-3" Spsrrs UO To 12'-0" rO OA� CONN TYPE CONN TYPE CONN TYPE O ANCHOR z� Ci C2 1 C3 I C4 I C5 Cx i CZ C3 ( C4 I CS C! I C2 I C3 I C4 I CS 5/16°ITW TAPCON%L W/ 43 16.0"16.0"f16.0"116.0"116.0"160116.0"15.0"16.0"16.0"16.0"15,4" 9.0"114.0"116.0' d 2-114"HIN.EMBED 53 ib.p"16.0"16.0"75.0"150"1520"16.0"i1.0"162v0'16_0 16�q' 12.0"160" 62 26.0"i6.0"14.0"i6A"Ifi:O"ib:0"15.0" 9.0" 14.0"16.0"16.0"12.0" 7,S" 12.0"166" 70 16.0"16.0"11.5"16.0'15.0"16.0"12.S" 8.0" 12.5"16.0'•16. 20 11 0" 7,5" L21116.0, 100 16.0"12y0"(7.S" x20°36.0'16.0'x2_0" 7.5" 12.0"16.0"160"122.0" 7.S" i2�0"j16;,0 5/16"ELCO ULTRACON W/ -43 16.0"16.0"110.5' 14,0' 16.0"16.D"10,5' 6.5" 9.5•' 16.0•'11.0" 5,5" 6,5" 9.0" 2-1(4"MIN.EMBED 53 16.0"13.5" 7.5"' 11.0"16.4"24.0° 7.5" 7.5" x3.5" 9.0" 65" WPnl9RINNI1a@Nm?z C,�„ 62 16.0"10.0",6.0" 9.0'_'16,0"11.0" 5.5" 6.5" 9.4" 9,0" 6.5" 15-2339 S,YaF 7O 15.0" 8.0" 5.0"181" 15.5" 9.5" 5�5'• 7A'• 80•• 6-S" R 9 z_._,.._ 100 9_0„ % �•'n' BSS.'.' 9_0�. ,� 5.5" 6.S' 9.0" 6.5,• C4$ 2"MIN EDGE DISTANCE _ T'AO6��1°n9MJ.I 6 1cz ca ca & 7 cz c3 c�_ c5 cl =5� c4 cs 9l2 SMS W12"EYEWALL E3 I6.p"16.0" 9.5' 11.5"16.0'16.p"14.0" 6.0" B.O" 16,0"14,$"7,5" f'5F 55S'ILY ARMOR INSERT W/2'EMBED 53 10.0"L6.0- 7.U- 9.0" i6A"16.0" 9.S' 4.5" 6.5" l6.6"11.S' 6.0"13.0-143-1 B. 62 16.0"13.0" 5.5" 7.5" 16,0"19.5" 7.5" 3.8' 5.5" 12.0"ILS" 6.4" 3,0" 4,5" 8.5" .� 7D 16_^p"10.5" S.Q" 6_S'-I6.0"12 j5; fi.S' 3.0" 4.5" 9.0" 11.5" 6.0" 3�0" 4,5" B.S" ANCHOR NOTES:SEE SHEET 200 11.5" 6.0" 3.0" q.5" 8.5" 11.$" 6.0" 3.0" 4.5" 8.5" 11.5" 6.0" 7.0" 4.5" 8.5" 9 FOR ANCHOR NOTES