Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Product Approval
RAM SCIS Home Login User Registration Hot Topic i Submit Surcharge ; Stats&Fad:s ! Publications.; FBC Staff i SCIS Site Map Unks ; Search f �c Product Approval USER:Public User Product Approval Menu>Product or Application Search>Application list>Application Detail ` '- _ 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.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 Indepl.odf FL13757 R5 COI Indeo2.pdf FL13757 R6 COI Indeo3.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 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13757 R6 Eauiv Eau!Vl.pdf FL13757 R6 Eouiv Eauiv2.pdf FL13757 R6 Eauly Eauiv3.pdf Sections from the Code Product Approval 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# 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 R6 II Dwal.pdf Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo,P.E.PE0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports. Other:See installation drawings for allowable FL137S7 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 rr Dwc12.pdf Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo,P.E.PE0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See installation drawings for allowable FL13757 R6 AE Eval2.odf 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 FL137S7 R6 II DWo3.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 R6 AE Eva13.pdf anchorage,etc. Created by Independent Third Party:Yes Back Nent Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Coovrioht 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 emaik provided may be used for official communication with the licensee.However emall 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 limnsee under Chapter 455,FS.,please click here. Product Approval Accepts: MUM ® §E M Cmdit.Card Safe 6.8 STREAMLINE SHUTTER fK 6519 P.E. GENERAL NOTES: FOR USE WITHIN AND OUTSIDE THE HVHZ L �Q .. No PE004654 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE SIXTH EDITION(2017) FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE,AND THE INTERNATIONAL BUILDING CODE(IBC)AND INTERNATIONAL RESIDENTIAL CODE UNLIMITED WIDTH 0 c N (IRC):THIS SYSTEM MEETS MISSILE LEVEL"D"AND INCLUDES ESSENTIAL FACILITIES AS DEFINED IN O'•. STATE or AASSTTM E1996.09.SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. SECIION 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE '- F<oTTIDA .w m DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE - SS' L, REpUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF �i1TTImcc FLORIDA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUES LISTED HEREINTOR ANY ASSEMBLY AS SHOWN. z 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E1886/E19961E330. CC33 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 p Z SAFETY FACTOR. n 9 tl S. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND W °u 4 w Z ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL PLAN vtEw CRITERIA 1S INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WINDuYli{W6IJ/p w LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. w w " 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE Pu AO C DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR w ~ WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0.85 SHALL BE USED. S. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC In SITE. v4ai 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL n ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME O Im , tl PRODUCT APPROVAL USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER p1.0 61GIS-23 OF THE FLORIDA ADMINISTRATIVE CODE. Q 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE v F $ CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR M VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM t).F=e�g O m THE STRUCTURAL SUBSTRATES DETAILED HEREIN. or o�E tc 11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL ?m DOCUMENTS. HURRICANE PROTECTION 12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING BOTTOM z OFFISEALED BY A LIMAY CENSED ENGINEER SPECIFIC R REGISTERED ARCHNTS ITECT WHICH W HICH PREPARED, AIL AND JUSTIFY THE DATED AND TRACK DEVIATION.ASA CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL LOCKING MECHANISM,SEE 13. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM TYPICAL PLAN VIEWS � o S INFORMATION: TOWN&COUNTRY INDUSTRIES TYPICAL ACCORDION :;z 9 FORT LAUDERDALE FL MISSILE LEVEL 0-ASTM E1886 E1996&E330 i SHUTTER ELEVATION TAS 201 202&2d3a R FLORIDA PRODUCE APPROVAL NUMBER TABLE 2: 1 N.T.S. EXTERIOR ELEV 14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 1S. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS.STEEL WITH A MINIMUM SEPARATION FROM GLASS d MINIMUM TENSILE STRENGTH OF 60 K.S.I.,U.O.N.POP RIVETS,SHALL BE 1/4"0 OR 3/16"0 5052 ALUM.ALLOY. NON-HVHZ ESSENTIAL E 16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR HVHZ BOX LOCK AT CENTER OR SIDE CLOSURE. FACILITIES ®®® 17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. 18. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REM VABLE ANCHORS. -HOTTER aI 19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". gppN INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS 20.. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. 5 3VABOVE >30'ABOVE 5 30'ABOVE 30'ABOVE ,�!I 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. GRADE GRADE GRADE GRADE s(O 9 22. SHUTTER MAY BE INSTALLED WITH UP TO(2)ADDITIONAL BLADES OF SLACK. 23. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 72" 2-1/4" 1-5/8" 2-318" 1-518' . W, 3.11L• 1-7/8" 3.518" 1-71W ! TABLE 1: 120• 4.118• r 4-114• 2• TABLE 1 NOTES: 4-7/6' 2' ; 1DESIGN PRESSURES SHOWN IN"ACCORDION 144" Y 6' flg ,ACCORDION SHUTTER SHUTTER SPAN SCHEDULE"ABOVE ARE TABLE 2 NOTES: .E R his MAXIMUM ALLOWABLE DESIGN PRESSURES 1. HVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARO COUNTY FLORIDA. I SPAN SCHEDULE AT EACH RESPECTIVE SHUTTER SPAN. 2. NON'-HVHZ!DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND BROWARD COUNTY oaPH000w11cLTB/WW PE 2. LINEAR INTERPOLATION BETWEEN SHUTTER FL�TtTO1C- •15-2339 i SHUTTER DESIGN POSRIVE NEGATIVFCIAMVE SPANS 15 NOT PERMITTED.FOR SPANS '3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND _ DESIGN BEIWEEN THOSE INDICATED ABOVE,THE ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A j SPAN PRESSURE PRESSUREDESIGN PRESSURES FOR THE NEXT HIGHER MINIMUM SPAN OF AT LEAST 30'. �Aae0 LP8F1 LFI SPAN SHALL BE USED. 4. .INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OFTHE HVHZ WITH SPANS LESS THAN 30'SHALL 72"B" 100 100 HAVE 2-7/B"MINIMUM SEPARATION PROM GLASS WHEN 5 3D'ABOVE GRADE,AND 1-5/8"WHEN>30' ABOVE GRADE, i h 9 70 70 S. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN THOSE 9 120• 63 63 - INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED. �7 6. SEPARATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM Ulu' 14P 43 40 E3996-09. N09L SE9 �,P.E. T PROIECTION VARIES - NK f1.069" ---006�yL .3 co 4.674'MAX.2.874' 1 0.115. P R£ I*�D0A0•4, .•I\ O!�T60- 0 080' 0.062" 0.450' 0.125" 0' 1.708- 0.100' }-1.83 0.062 .I 1.708• 0.100" N " 0.063' Q 0.195" 0.096• 0.195° " . • F 1.908"C I. rL r2820' 600 t . Tn 000 1.993- 07 q - 0,630' 2• 0 0.062' r0.0" . .630' . G L0 } X'00.143' O. N' . �0y.200° ° 0 0.631r ZQ �P`A��IFOY _V 0.062 '- . . ' 0.630 0.06 0.062° ryM�: SUPPORT LEG OPTIONAL-/ I I 0.200" 1 ' ° 5.745°MA7(. x1.069"-} 0.062" .069"� 0.062 00 }1J B 5.745'MAX. 100 wd��i Oj WALL O BUILD OUT WALL 3O STREAMLINE CEILING TRACK O4 STREAMLINE WALL TRACK O HEAVY HEADER SILL O LITE HEADER SILL ow SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE N O n WHERE SHOWN,SCREW BOSSES 8.FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS 0.874"1- }-2.655" 0.875' 2.195" I }---}0.510' 2.195" 1.230" H� �- 1 229" I I 0.105• 0.060^ Q CL IC 0.T' -1.0692.655'--}I 8 'r�I'.l;IIL,O--�'!7fI N•777 gs •i.�Ni•.' mn I II II .831. I SOD � II;. ,•OII �LL 2.362' En 10.105": I 4.84' 831 4t N ! � 'I fm1 [.�-.O•__� =� I 4.510' � � 1 rt 1.069' 0.105' l ^: - 0 0.105" N 0.105' i I 0.075' n I 0.075' :o _ ..ft..�-..-_,_11 0.994.t cs 0.044•, F 3 .'.0.07 I NOTE:TESTED THICKNESS OF Z i ---3.506" BARE METAL W/O PAINT IS 0.039° R SILLO SILL ADAPTER O EXTENDED SILL Ip EXTENDED SILL ADAPTOR 11 ADJUSTABLE SILL BOTTOM r3 6.8 STREAMLINE SLAT/BLADE `:../ SCALE.HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE 0.477• t 0.341'� 1.570° 0 510 0.143" 0.143" 06 0.070' 1.245 1.708' S��dO 0.143° 0.060"1}- 0.080' 0.117" FI 4.753' m $ ED a 0.(190•n -0.096" In` a r� 4.510' -0.096" 1 } I F•0.180' N •I 0.080' �� a� o.oeo• 0.044' 0.227 0.682' 0.630• 0.060" I avnmtrnlwcLmrxloort I0.693.1 -"'-+_` 15-2339 NOTE:THICKNESS OF BARE 2.822' �---t 0.420" �fJLl, METAL W/0 PAINT IS 0.039" 1.625° ►AGE OEff01/fiOMI �g 6.8 STREAMLINE STACK 16 RADIUS CEILING HEADER/SILL 17 6.8 STARTER Ig WALL SILL CLIP �gb WALL SILL SCALE:HALF SIZE SCALE:HALF SIZE - SCALE:HALF SIZE SCALE,HALF SIZE SCALE:HALF SIZE 99 FRMKL BE"mgo,75E�. 1`I/1/11111(/7 IPM046549 1.9so" 0.610" STAINLESS STEEL - .280' -} D, ALUMS UM NYLON WASHER OR `�� �•'"�I' ��i a y T ASSEMBLY S. 0.357• •" 0.320°O HOLE 'ape T-�.50" 0.276' * NOpFp •';�.3 .aO ," z vii #10x2-3/4"410 HT S.S. -_ :. X649 S 0.880 NYLON U e �? INSERTS SCREW W/TC ULTRACOTE �-• 0.591' c 0.05 WHEEL O 10.120'0 INTO COATING -� L oaN I 1.lOD•-} 240° r TYP TOP B�BOTTOM 0.062" ST , 1 NYLON BUSHING W/WASHER: • %�j ��RIDA ••�„ I TYP.AT EVERY OTHER 0.750' 7/16"0 x 1/2'@ INTERIOR JOINT TOP 0.154'-� �-0.137' ��i0 ••• °3 rL -5� � INSIDE JOINT AT TOP. 0.870" 7/16"0x1"0 INTERIOR JOINT BOTTOM ;,N ENG�� lllw I`ul CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EXTERIOR 1 j r 111 111 1111 Z °� 30 ` 19 ANGLE HOUSING-ZINC DICAST,POWDER COATED T 22 ROLLER ASSEMBLY 24 BUSHING ASSEMBLY DETAIL 26 BOX CENTER INSERT (' to SCALE IIALF SIZE SCALE:HALF SIZE NOTE: MAYBE KEY OPERATED OUTSIDE SCALE.HALF SIZE SCALE:HALF SIZE (5 QL 9 OR KEY/THUMB TURN OPERATED INSIDE. W On 7�I j }0.250' zg BRASS PUSH LOCKit° W SCALE:HALF SIZE rp(21 w e i� R0.15s" 1.978" 2,125' b 0 w --3.742' 4.000' 0.236' 0.286" S.6D3" 0.2fi7' RRiFi -1.710' -1.224"- 0.623' 0.531" $ � 0.790° 0.090" 0.319" 0.531' -. � 0.064" mH 0.2 X26; ^o 2 " } 0..09 m r Ia; 0.6J0" - o 0 r _ 0.607' 0"2IA { .224" 0.239' • n 6I' L0.0CR m t-2.000" 2.750 , u�.i,, $N• 0�b H aO mr� J 27 RAINGUARD 28 DECORATIVE FLOOR TRACK 3.476" 0.240 Ti SCALE:HALF 512E SCALE HALF SIZE 0.160' 0.222"-t Y 1.001 0.062"0.062' 0.062" 0.176' � 30 UNIMATE LOCK 31 MALE BOX CENTER 32 FEMALE BOX CENTER FFm x yy♦�� SCALE:HALF SIZE SCALE-HALF SIZE SCALE HALF SIZE C -L-0.062' • o g ...E@@@ 5.500'x 13/16'WIDE }--{0.40D' .c0c: m 'A 167• 7/16"0 STAINLESS a STEEL NUT I 0 n 0.125• I n• -{-�- 0.438" K' m I -0.18B" 5/16-18x1 MACHINE SCREW L 111 Tp• 5/1610 INTERNAL STAINLESS STEEL ^Fz 0.121' 4.500 POWDER COATED,ZINC DIE-CAST THREAD D STYLE VARIES 1.050•} a SECTION A669• r---\T-LOCK ADAPTER T-SCREW INSERT THUMB SCREW 6� ION MODEL 7W1'L'1 36 37 38 m a a 1 INDUSTRIAL SYS EMS (OPTIONAL) SCALE-FULL SIZE SCALE:FULL SIZE {; o -�r 0.254" 400 4Ob 40C 3 j BOX LOCK SCALE:HALF SIZE r•' -1 0.319 END STRIP 1" •�i SCALE:HALF SIZE �--•2.000'--f 2" & 3" EXT {-1.625 1.500' -11-0.125' 0.125' SCALE: HALF SIZE Ips a 0.050' 0.125" IT j Fo-oas- c v n c o -0.125' 0IRMCIFNKLWORI0PE 0.250 o 8 0093• 15-2339 [�6[OFDLTIl►fION1 I 7.000 ---.� O2X7 ANGLE 2p ALT. 1" END STRIP 21 1.5••x3°x0.093" ANGLE 25 2°x3'x0.125 ANGLE 39 SCALE!HALF SIZE SCALE.HALF SIZE SCALE:HALF SIZE rC�j SCALE HALF S1ZE �`•�J} MAR NNARDO, ANY ANCHOR PER ANCHOR EDGE DIST. ''� SCHEDULE @ 18°O.C. EXISTING DIST, ` .1••- GLAZING SEE END STRJR�1��� SCHEDULE FOR MTo\': No E004 ry A ANGLE EMBED z n SPAN WHEN ILSIp(G: LEG D RECITON / 20,402,40b OR 6.8 _ EMBED. t7 (INTERIOR) II II 17 - LST". — _•[ MAX,1/4 WITH 2 OR 25y'o•' 17 RR _ MIN.0.062"THICK 6063 T6 ALUM.X. EDGJ =ip— Z 90 (ANGLE LEG MAY BE REVERSED) -_ 21 25 DIST. - FASTEN 5OlUx1 SCREWSGLE TO ATCK W/ lgt �7Ue ` 8 ANY ANCHOR PER ANCHOR (()) SCHEDULE @ 18'O.G CORNER,TOP&BOTTOM;AND UI 9<9 ATTACH TO 6.8 STARTER R L m 13 13- _ 13 Al2x 1/2"GALVANIZED OR Z pq ptr� 13 1112 x 1/2"GALVANIZED OR 5.5.SMS, S.S.SMS 3/16'0 ALUM.POP pf �ti 30 3/16"0 ALUM.POP RIVET,OR 1/4-20 RIVET OI11/4-20 MACHINE w _ i 6.e0 (TrP.) I USE(1)BRASS PUSH LOCK OR(1) MACHINE BOLT&NUT 018"D.C. ALTERNATE END STRIP DETAIL BOLET NUi�18"O.C. (EXTERIOR) 5/16-18 UMB SCREW INTO THREADED WITH 6.8 STARTER AND ANGLE In W d INSERT EOM 1/3 SPAN TO 2/3 SPAN SCALE:3"=V-0" ANY TRACK W/ p 12 w g FROM Bp OM OF SHUTTER.RECEIVING END STRIP SCHEDULE SCREW BOSSES. O H TYPICAL PLAN VIEW HOLE SHALL BE 3/8'MAX WIDTH,UP TON SCALE 3"=1'-0" 1"HEIGHT. 1-Bf0(2.7.7 72 08 tD 82 USE(1)BRASS PUSH LOCK 132 75' OR(1)5/16-18 THUMB LOCKING DETAILS FOR 62 05' SEE END STRIP SCREW D THREADED Z'&O(3.7') A INSERT 37 A7 v3 SPAN CENTER MATES SCHEDULE FOR MAX. '�9 TO 2/3 AN FROM SHOWN ON RANDOM ® a SPAN WHEN USING BOTTOM OF SHUTTER. 30 13 DETAILS 3-BID a 0 In RECEI VIND HOLE SHALL BE 7 Y 20,402,40b 3/8"MAX WIDTH.UP TO �0 F 44z1/4' OR 6.8 STARTER N m HEIGHT AX.3° ALT.1•BIO?�- D' ` AK, WITH 210R 25. p,a-- (2.T) 82 OZ - - Ka a zD 112 81 -- \ O AO USE APPROPRIATE g 7 132 75- ` STARTER STRIP TO 88paW71 45 93' 40 20 TORVIOE CLOSURE F 13 X0.093' 57 a3" BUILDING COIJDIRONS. i 3 2t 664 0 FASTEN STARTER STRIP o INSIDE 0 TO TRACK W/(2)1110x1" am v ri ( SCREWS AT CORNER,70P !4 X0.125' 42 1211, ALTERNATE END STRIP DETAIL 8 BOTTOM aS w�Irvl i fi67 -10 " ANY TRACK W/SCREW SCALE.3"=1'-0" 13 Q F m zs 1B.. BUSSES. w s 7 111' B I Yn¢ I low +1 FOR RAINS OR LOADS 41 0 : SILL W 6110WNEI GREATER STRIP 6CREDUIE THAN (/) O STRIPS REQUIRE A VXI-.090'LUP ANGLE 1— Cn HID SPAN SOMDU E ANU1/4'TEK IE EXISTING GLASS Z ANQwA SCIREIG ANY I VIOR-TEK e �S O I v ;\@ Q F j USE(1)BRASS PUSH LOCK (INSIDE) d ¢ 9 USE 111 BRASS PUSH LOCK OR(1)5/16-18 THUMB i OR I1)5/16-t8 THUMB 13 a SCREW I 0 THREADED SCREW I00.11T-In EADED 3° ua.- INSERT 37 A7 t/3 SPAN SILL 6126524'[& S INSERT ASPAN z a TO 2/3 AN FROM TO 2/3 FOM =I a BOTTOM OF SHUTTER I G BOTTOM OF SHUTTER UTSIDE) ti RECEIVING HOLE SHALL BE 3/8"MAX WIDTH,UP T�. ' 1"HEIGHT. 23 TYPICAL OUTSIDE CORNER CLOSURE —_ —__DETAILS WO/CORNER POST "' 30NTS P�* C0COP40PORWSLeveWODPE 3 (OUTSIDE) 15-2339 `SILL LOCI(AT 1/3 SPAN TO 2/3 SPAN FRDM PAY60FfQi[PIfOXI BOTTOM OF SHUTTER j TYPICAL.INSIDE CORNER CLOSURE �'FU CC2 DETAILS WO/CORNER POST L� � MULTIPLE SHUTTER ASSEMBLY NTSZpjrc SCALE.3" Ewa 1'Z'`TI I Cl REFERENCEIAINCHYOR EXISTING HOST ` �q �71�!////////J••` CI NECTION TYPE SCHEDULE FOR MAX. STRUCTURE SPACING X - CON1/4-2019AC MACHINE BOLT \ REFERENCE ANCHOR 1/2" W/)JUT 9 12"O C OR / \ SPACINGHEDULE FOR MAX. :;� ©2. TYP.TOP&16BOTT DM) � 2 FASTENERS ALUM. TUBE AT O m EACH ANGLE- 6063-T6 ALLOY I uN 5 OR 6 OR �f SEE TAS A FOR SIZE. 1p_ J J i CS p1 IW p OR 6 Z i/ F 1"x ALTERNATE THRU BOLT O o //� fy >Li��?.` • OR 2"x 2"x 1/0" I/I Cl CONNECTION TYPE p1,q GLASS ALUM.ANGLE ° ( ____ --1 REFERENCE ANCHOR SEPARATION rrtn1 OQQ1 13 � SCHEDULE FOR MAX THREE 3/16"B ALUM. ° l I'...-_�" �;i SPACING PER TABLE jC Zw �" OdN Gpi,CCC POP RIVETS OR o 17 I; i,lA I OGLAS R DOOR XIANF rL WW g3�-. z THREE 4412 SMS,TYP. OC _ 1O 6 3/16"'m ALUM.POP to � � Q o: w 17 RIVET OR 4412 SMS 'i I'•_.._.... _ ___ TABLE A(co) (d 1B"D.C.)TYP 1 ;....._-_.. tiN4j� — (STOR OR w p Y`5J� PRE`,SORE VS ALLOWABLE LENGTH i W�� \ 0 N l/8� MAY USE MALE OR P5F 2No eJ0� 3No 8/0 FEMALE LOCK-SLAT w DI �L 73 ALTERNATE THRU BOLT 1/4"MAX FROM PIN 62 13V IBB' C5 CONNECTION TYPE Cl CONNECTIO14 TYPE GUIDE TO BUSHING 72 124' 179' O TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCIiOR REFERENCE ANCHOR WASHER)TYP.) a R 02 119' 172" CC3 NTS SCHEDULE FOR MAX SCHEDULE FOR MAX. $ 19 d 92 119' 16S SPACING ;? Ili/ 11x3/a"SMS P 9"O.C. 292 110' 160' i ANGLE TO TUBE CONNECTION 120 104" 19T 2"x 2"x.125" 00. 150 9T 131' TABLE B(CM) STRUCTURE OST' EMBED. 6063-76 ALUM TUBE Zm� 200 114. PRESSURE VS ALLLJOWABLE 3'0'SHAT 5 CONNECTION TYPE p PSF W�BJO 3Wl�SH IIB" EDGE DISTANCE REFERENCE ANCHOR E g 4'� SCHEDULE FOR MAX SPACING o 62 111' 166' F$ S FASTENER 18"O C. O ALTERNATE BUILD OUT MOUNT SECTION 72 107' IST USE ANY ANCHOR SHOWN Cb a .p 92 101' Or IIJ ANCHOR SCHEDULE). SCALE 3 1'-0" m Yd• 92 9.7 139" o 102 90" 137 B 120 83' 122 w 150 74' 109' Fi 100 6T 94• r n F 17 It 2..x2" - 1=po: 3/16 RIVET OR 012 SMS 090"6063-T6 n I4N GLASS 13 7 N w O (dl 18"D.C. OR 1/4-'1 17 ALUM TUBE TYV. i� J PER TAB EN L o NUT&BOLT(TYP.1. 3/16-0 ALUM.POP Bjad GLASS 2 a RIVET OR I/12 SMS &g 2 ALUM. TUBE z a¢ OR DOOR C,a d 6063-TG ALLOY LM 1e"O.C.ITY P.1 ESQ i �N B����� SEE TABI R FOR SIZE. x 1/B" 2 FASTENERS CONTINUOUS. ��� EACH ANGLE ALUMINUM ANGLE V x 2"x.093"6063-T6 _ OPTIONAL ANGLE INSIDE 3 6 Q ALUM.ANGLE.TYP THREE 3/16"m ALUM. t1 ORIENTATION TYP. p W 5 6 n g o POP RIVETS OR 17 THREE N12 SMS,TYP. W ED E �� 0 0 1"x2"x1/8„ 4 OR 2".x 2"x 1/8" I 4 CONNECTION TYPE $�� A REFERENCE ANCHOR Rei qp S 13 ALUM.ANGLE '-'ti/"'" SCHEDULE FOR MAX USE MALE OR FEMALE SPACING LWINWTHWRLI@NVWPE LUCK-SLAT -- -- -EXISTING CONCRETE, 15-2339 13 13 BLOCK OR WOOD FRAMING (OUTSIDE) ` 6ut�l 5W O_ INSIDE SILL MOUNT SECTION '"°°° F_UM 012 x 1/2"GALVANIZED LF � SCALE:3"=1'-0" OR S.S.SMS,3/16"0 ALUM. CC4 TYPICAL CORNER CLOSURE DETAILS POP RIVET,OR I/4_20— SIDE CLOSURE OPTIONS 5 T NIS MACHINE BOLT 8 NUT SCALE:3"=1'-0" i (a le"O.c S@$ FFM .DE NARO%P.. 69 C5 CONNECTION TYPE IIW REFERENCE ANCHOR EXISTING Z ' SCHEDULE FOR MAX. STRUCTURE 7 N SPACING _ •I m p 5"MAX. 1/4-20 MACHINE BOLT Q.• GLASS O:0: GLASS w C1 CONNECTION TYPE W/NUT 12"O.0 OR LL�;• •Q n __ REFERENCE ANCHOR @ r v rn> r. SCHEDULE FOR MAX. @ No ' OR DOOR =a z r OR DOOR- 13 j N p W SPACING 19 #14 SMS 6"0 C. MN t/2" 1TYP TOP&BOTT0M1 HIM 13 V1 N J GLASSF N O 1/c"-20 THRU BOLT W/ GLASS a m m N14 x 112"SMS @ 12"O.C. EPARATION PERX Z z r w r Q M LOCI(NUT @ 12"0 C OR EP PER E II-- Ia- OR 3/16"0 ALUM POP TABLE 7 a I� m O I" }o(O O� 'i�CC 12 x 1/2"SMS 12-O.C.E.S. z O 111 JJIOR 6 i tS n° TABLE 2 z r RIVETS @ 6"O.C. OR 1//."0 V, OR 3/16"0.ALUM.POP J 7 ALUM.POP RIVETS @ 12"O.C. a " ///I �¢ f$F€ RIVETS @ 6'"O.C. E.S. _ r w I I el V d: 3 R 1/4'•m ALUM.POP RIVETS /, - m O7 AND 3O - MN GLASS w r 4 12"O.C.C.S. -- ASSEMBLY 1/4"MAX.FROM PIN SEPARATION 13 '- » Z° O° 1/4"MAX.FROt PIN GUIDE TO USH NG m=p t 1/2"TYP. PER TABLE 2 ° m O AND 10 GUIDE TO BUSHING WASHER(TYP.1 7=IA=� �N9_appp� WASHER ITYP.I w GLASS 1, - Ian t-zim ~Id �� ASSEMBLY m —{ul pma Lim 1/2" 1/2"TYP EXISTING CONCRETE, w 3 CONNECTION TYPE OR DOOR K z O Z I- N d:Rrl w dLUCK OR WOOD FRAMING a EDGE REFERENCE ANCHOR Q W O o .m E SCHEDULE FOR MAX. - )= a W of W C4 CONNECTION TWE DIST. SPACING EDGE REFERENCE ANCHOR � SCHEDULE FOR MAX. DIST. SPACING AS SHOWN W C3 CONNECTION TWE IN DIAGRAM ON PG.9 a a l.:J� b 6R REFERENCE ANCHOR EXISTING CONCRETE, "' SCHEDULE FOR MAX. BI OCK OR WOOD FRAHING 11/4"MAX.FROM PID / SPAC ItJG.ALT,FASTENER GUIDE TO BUSHING 114. LOCATION.FRONT AND RE EORENCEIANCHOR 1/2." WASHER(TYP.I t-- OM t/4" BACK ANCHORS NOT REG'D INSIUE. MOUNT SECTION SCHEDULE FOR MAX. 19WITH THIS LOCATION -8I $ PIN GUIDE TO SCALE•3"=1'-0" SPACING ..5 CONNECTION TWE BUSHING WASHER O INSIDE MOUNT SECTION REFERENCE ANCHOR m S .. ITYPA SCALE:3"=T-0" SCHEDULE FOR MAX. EXISTING CONCRETE, SPACING0,`R. @ K BLOCK OR WOOD FRAMI EMBED. zm� / Cp BUILD OUT MOUNT SECTION TYP.BOTTOMEXISTING CONCRETE,. SCALE 3"=1'-0" E r�1 BLOCK OR WOOD FRAMING EDGE DIST. EXISTING 33 NOTE:FOR DETAILS A,B,0,AND E ON.THIS SHEET, 4 CONNECTION TYPE STRUCTURE S' THE BASE TRACK MAY BE INSTALLED IN SECTIONS REFERENCE ANCHOR EMBED 5 CONNECTION TYPE WI7H 1/4"GAPS.PROVIDED TtiAT EACH SECTION HAS w SCHEDULE FOR MAX. REFERENCE ANCHOR X A MINIMUM OF TWO SETS OF ANCHORS AND IS A m ED E SPACING SCHEDULE FOR MAX E B MINIMUM OF 12"LONG.THE SILL OP.CEILING TRACK w 5 6 SPACING S USED WITH THE BASE TRACK MUST BE CONTINUOUS 315 OVER THE GAPS BETWEEN SECTIONS. ( OR2O 3p= K � �• VI F W w O d GLASS ° OR DOOR MIN r M C ,^� CLASS 13 L• MCI w IBM M w N 12 r.1/2'SMS L61 12" EPARATIO to=w.1 w 7 7 Er r"' O.C.OR 3/16"0 ALUM. PER M O N m 13 w Lq x r xI d rw-1C PUP RIVETS @6"O.0 TABLE X ozr GLASS OR LLlpry,GLA =xZ �It Ei T1� r N N W W OR 1/4"0 ALUM.POP a o a DOOR P RA vI b p 0 4 13 = i, RIVETS 12"0 C. E a PER TABLE 2 Z p Z r A4 MIN GLASS NrATION oNm n° - um aw¢a ostglif SEPPER TABLE 2 a _ On. z2z< qqq 1/4-20 S.S.MACHINE -<.o d O AND OB 1/4"MAX FROM PIN a N SCREW&IJUT @ w ASSEMBLY 1/2•, 1/2' GUIDE-TO BUSHING >! 12"OC. « TYP. WASHER(TYP.) 1- 6 GLASSw m m 1/4"MAX.FROM PI}J ! 1/4"MAX.FROM PIN m m OR DDDR >< F� GUIDE 1 U BUSKING w 4 CONNECTION TYPE 1/2" O GUIDE TO BUSHING tq{� 1'y L WASHER(TYP 1 EDGE REFERENCE ANCHOR WASHER(TYP.) UALr PE a S 60: EXISTING CONCRETE, DIST. SCHEDULE FOR MAX ry s rn BLOCK OR WOOD EXISTING CONCRETE, 4 CONNECTION TYPE NPD AGRAM ONACING AS PGSHOWN9 _ RE EREN REFERENCEANCHOR TYPE 15-2339 FRAMING BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX. OGILf - OR FOR MAX- "x 3"x 1/4"CONT. -.G- 3 CONNECTION TYPE q12 x 1/2"SMS @ 12" SPACING SCHEDULE ALT FASTENER SPACING FACEMiWPIfONI 063-T6 ALUM.ANGLE REFERENCE ANCHOR O C.OR 3/16"0 ALUM. LOCATION FRONT AND EXISTING CONCRETE, - AY BE REVERSED • SCHEDULE FOR MAX. POP RIVETS @ 6"O.C. BACK ANCHORS NOT REO'U BLOCK OR WOOD FR AMIIJG 5 SHOWN DASHED) SPACING OR 1/4"0 ALUM POP WITH THIS LOCATION �9 O RIVETS @ 12"O C.p WALL MOUNT SECTION O CEILING / INSIDE MOUNT SECTION F WALL/BUILD OUT SCALE:3"=i'-0'• SCALE:3-=1'-0" SECTION 0 SCALE,3"=1'-0" HN GLASS 1111 K L BE NMDO`P.Ey' GLASS SEPARATION 2 j �No . M11t3D 77 OR DOOR PER TAOLE 2 "GLA55 ORwDOOR P 004.65 S OR * _ 11.-4 DUOR HN,GLASS _ rn 0. SEPARATION -� U •N- X PER TABLE 2 11ppQp Q=K MN GLASS W w :-1 m�aatt L t-Iw„ SEPARATION (r m r STA Z PER TABLE 2 H W J Q tt w M - I its V �of r( o =� I V m If7 13 ; 95 �OzU' J J_ • /2" 1 Y w C1 CONNECTION TYPE Z p MAX.FROM PIN GUIDE 28 �CL REFERENCE ANCHOR T_ ua Wlljl �oNJ I TO BUSHING WASHER(TYP.) Q o SCHEDULE FOR MAX. .59 ez SPACING y I 7W01/4"0 WOOD .250" Ng 6iw LAG SCREWS(aT 2A" C4 CONNECTION TYPE 1- .250" O.0 MAX WITH 2" REFERENCE ANCHOR / Tt %D g THREADED PENETRATION O SCHEDULE FOR MAX 9 .t "T"INTO CENTER OF 2X STUDS / SPACING ��++ EMB."T' 14 SMS @ MIDSPAN BETWEEN /w IS STUDS FOR TRACK TO 1"x 4" / / EXISTING HOST STRUCTURE f n PLYWOOD R TUBE CONNECTION ,w STUCCO FINISH 1"xt."x.125' '6] 6063-T6 ALUM.TUBE ytn g THIS DETAIL TO BE USED WHEN STUD SPACING O DECORATIVE FLOOR TRACK DETAIL Op WALL MOUNT SILL DETAILpt EXCEEDS'HE MAX.ALLOWABLE ANCHOR SPACING. SCALE:3"=1'-0" SCALE:3 t'-0" �� o O to WALL MOUNT SECTION THIS UE7AIL,MAY 8 a r '' °�'I Gg SCALE+3 7'-p" ALSO BE 70PSED �_cQ f�t 333E o 4 m fg IS ACCORDION SHUTTER W o J PER PRODUCE APPROVAL 1- o —GLASS o WE F- MR GLASS OR DOOR N 2 SEPARATION 13 7 in 9 h n PER TABLE 2N 1 EXISTING WOOD(G=0.421 Lac S APPLICABLE AT TOP Z Z TRUSS OR RAFTER 2 AND/OR BOTTOM C aQ X Q LcT 24"MAX.O.C. 2"OR3" E N £ M EXISTING FINISH MATERIAL 1 1/2'MIN. 5 6 1/4"t•IAX.FROM PIN GUIDE 2"x 5"x 1/8"60fi3-T6 �' 1 I o lit ' TO BUSHING WASHER(TYP I ALUM.ANGLE W/711REE IrJ�t 1 ' m a � g 2'x 3'x)p'x CONTINUOUS OR -{ 2.175' 1/4"TILE(TYP.I 1/4"0 WOOD LAG - 4 2'x 2'x 3'e"x CONTINUOUSI k FINISH MATERIAL SCREWS WITH 2-3/4" 6061-T6 ALUMINUM ANGLE MINIMUM 7tIREAOED krr 3/L"PLYWOOD PENETR."T"IN WOOD(d S G 0.9'MIN.THICK 6061-16 ALUM TRACK XQ 7/4'0 A325 GRADE 7HRU BOLI'@ 7"O.C. EACH RAFTER OF TRUSS. S1 4 FASTENED TO ANGLE WITH 1/4-20 OR S/16"0 A325 GRADE THRU BOLT t@, 12"0 C. 24"O.C.MAX WHERE ANGLE FASTENED TO E CCC MACHINE SCREWS AT 3"FROM ENDS GAL V.OR S,S e EXISTING T UCTURSI WITH AND 9.O.C.FOR THE BALANCE ANGLE EXTENDS E THAN w T7/+ Host STRUCTURE WITH E p 1/4"0 ELCO ULTRACON TO CONCRETE/[MU LAST TRUSS MORE THAN 6 K-0 ELCO ULTRACONS AT 6", EXTEND ANGLE TO 3"FROM ENDS AND 4"O.C. EXISTING CONCRETE HOST 5"O.C.W/LAGS MIN.EMB. m a 2-1/2'MIN. STRUCTURE(3000 PSI MIN) OR 1/4'•m LAG SCREW LID 9"O.C.W/-7/0" NEXT TRUSS. t-w r yq x pa� FOR BALANCE.WITH I�/� MIN,EMS. IN WOOD SG=0.42.TO 0.55. r'/'=O'- C NA p MlN EMBEDMENT AND 2'•'j' MAX.DESIGN LOAD AT 5'-0"MAX SPAN: 13 _ _ MIN EDGE DISTANCE, t 62 P.S.F. EXISTING CONCRETE, STAGGERED WITH 3'MIH. HOLLU W BLOCK OR '^l~7 o N Q 0WOMFIW6LMENIMMEE MAX,DESIGN LOAD AT 6'-D'MAX SPAN: WOOD FRAMING.SEE 2"x 5"x 1/8"CONT. X O2� SPACING,TYP. t 52 P.S.F. ANCHOR SCHED. L; ALUM ANGLE 16063-761 a u a 15-2339 BUILDOUT MOUNT BASED ON TYPE OF F ut I1 HO STRUCTURE SCALE,NTS IMAX.DESIGN LUAD z 72 P S.F I Q �ACeutvnu�l € PASS THRU DETAIL A Hb SCALE 3"=1'-0" /K TRUSS MOUNT SECTION 9� OK SCALE:3"=1':0" EXISTING HOST ALT.LEG DIRECTION STRUCTURE 1/4'ALL POINTS SOLID SET ANCHORS WITH 7/8"MIN .t, '1I' 12'MIN FROM EDGE OF ACCORDION ROUND WINDOW EMBED IN CONCRETE OR HOLLOW OLOCK,3•MINIMUM �• �// EDGE OF SHUTTER, SHUTTER BLADES ASSEMBLY 1/2' SPACING,AND 3'MINIMUM EDGE DISTANCE �• r TOP OR BOTTOM - t AX� (2)6063-T6 ALUMINUM �..•-- ANGLES PER BEAM END,SIZE �: 0 - 6549 '.0- 1/2" PER SPAN TUBE SCHEDULE EMBED. 1 SPAN TUBE PER - - _ DESIGN SCHEDULE )•: o N �� EDGE OF ACCORDION 33 z ACCESS HOLE 1/4-20 MACHINE BOLT W/NUT 0 0,2/4-20 F SHUTTER BLADES £d - 12'O.0 OR 014 x 3/4'SS 6'O.C, 3.5'MIN TYPICAL II" •I�1/2-MAX. ttpp f1 • 1 a 3.MIN EDGE -+- 316 ¢ LJ4 QWLL u5 z 2.875"0 HOLE ITT)RECEIVE DISTANCE MIN.G1A55 13 z u�- M p $ ROUND WINDOW ASSEMBLY) IXISNNG Q SEPARATION O_ W �,�9 MAXIMUM OF 3 WINDOWS GLASS ORPFR TABLE 2 w v FER EVERY OTHER BLADE DOORNOTu if LIGHT-N-VIEW WINDOW EDMIN GE 1/z"MAX Cwq °� 6 $ N.T.S. EXTERIOR ELEVDISTANCE Fi Z�+�m 56 1� L 00 L7 3 16 1/4"IMAX.FROM PIUGUIDE n Iy y Tj,l� TO BUSHING WASHER(TYP 1 nn o as ]J4-20 MACHINE BOLT W/NUI @ fi w m w 1/2' ACCESS 12.O.0 OR I34..314-SMS 6'O.C. m 2.875'0 HOLE TO '+- R_ HOLE SPAN TUBE PER w RECEIVE ROUND EMBED. I DESIGN SCHEDULE gg WINDOW ASSEMBLY _ 1/2' 1(2)6063-T6ALUMINUM *" AX, ANGLES PER BEAM END,SIZE EXISTING ,j- PER SPAN TUBE SCHEDULE .p p cc HOST 1/4"0 THRU BOLTS SEE BEAM zm 1 STRUCTURE SCHEDULE FOR REQUIRED NUMBERS - laayy �1/4Errv4I"ALL POINTS SOLID SET ANCHORS WITH 7/8'MIN m m 'ED IN CONCRETE OR HOLLOW BLACK 3"MINIMUM FF 1IIBBB 0.125" 0.125' SPACING,AND 3'MINIMUM EDGE DISTANCE 9 p m 0.032• 0.032' MAX.DESIGN LOAD- 772 PSF 3 SPAN TUBE SECTION 0.196" , B N.T.S. VERT SECTION' }. � SPAN TUBE SCHEDULE OF ALLOWABLE TUBE NUMBER OF ANNUMBER CHORSPER MINIMUMANGIE ROUND TUBE SHUTTER I 9P/W THRU-BOLTS ANGLE -I' I $ WINDOW SIZE SPAN TOP-BOTTOM TOP BOTTOM TOP BOTTOM TOP-T BarTDM rd Q 1p1 1 ' ASSEMBLY TUBE TUBE TUBE TUBE TUBE TUBE TUBE TUBE S nt 60 123.0' 1 135.1 2 1 2 2 3 4' 7" 0.125- 96' 1DI.r I 106.9' 2 2 3 3 r T ' %4 _ - \ / 123' 89.9' 84.4' 2 2 -3 _ 3 r r \ \ BO' 129.1" 167J1• 2 2 2 3 4' _T' 96' 114.8• 124.1' 2 2 _3 3 T I 7' , 123• 182.8• -109.8'- -2-- 2 4 - -4•-- -I0" 10' - \ 60• 136.8 198.9' 2 2 3 3 r _7" x -{o.1ee• ) k 96• 122.r 16.5.r 2 2 3 4 7' Io* ffQ 02875' 03.250" D,126' 173' 115.d" 137.6' 2 3 4 S 10' 13" 80• 16.1'8 240.0• / O 182NI75' �' 140.8' 228.9' LIGHT-N-VIEW WINDOW ` 123 1322 203., 3 4- 5 T 13 1B' O 8 29 \ SPAN TUBE SCHEDULE NOTES: LOMNQRBWI LIBRM NeE N,T.S. :SABIC PLASTICS SLX1431T-UL-94H8 - x x 4"ANGLES FOR 2'xS&2"x6•BEAMS. 15-2339 2. USE 2'xS'x1/4"ANGLES FOR 2"x8"&2'x10•BEAMS. CcAllm _ 3. USE BEAM SCHEDULE FOR DETAIL 318. ►a0! iyim-n Re 4. TOP&BOTTOM BEAMS MAYBE USED TOGETHER OR IN COMBINATION WITH OTHER CONNECTION DETAILS.WHERE USED TOGETHER,BEAM MUST BE LIMITEDTO TOP BEAM SPANS. S. SPAN TUBES MAY BE USED 1N A MID-SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND e 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 8 N.T.S. EXTERIOR ELEV ABOVE BELOW THE 6. LAP BEA SDARE NOT ALLOWED. O 7. ALL BEAMS AND ANGLES TO BE 6063-TG ALUMINUM. ANCHOR SCHEDULE: CONCRETE FNANKL6°""��°```E 1 1 1 1 'PEOD16519 .j-.{,,1•:s _ 2.5'MIN EDGE DISTANCE _ G Spans UD To 6'-0" Scans Up To 8'-3" Soars Up To IT-O'- In T-0"In LOAD CONN TYPE CONN TYPE CONN TYPE _ ANCHOR (PsU Cl C2 C3 C4 CS Cl C2 C3 I C4 I CS C3 I C2 C3.I C4 I CS _ No PE004 1/4'TLW TAPCONOR ELCO 43 16.0"16.0"15.0'16.0"18.0"16_0"16.0" 9.0" 13.0"16.0"16.0" 9.5' S.S' 8.5" 14.5" ULTRACON WITH 1-3/4' S3 16.0'•16.0"10.5"14.5'LG.O"16.0.12.0" 7.0" 10.5"16.0"15.0" 7.S' 4_S• 7.5" 10.5" -_"I * �( �N}• EMBED(3192P9 MM CONC) 62 16.0"18.0" 8.5" 12.5"16.0"16.0" 9.5' 5.5" 8.5_15.0"15_0" 7.5" 4.5' 7.5^ 10.5" = Z V _ 70 16.0"13.0" 7.0" 11._0"18.D"_15.5" B.a' S.0" 7.5" 11.5'15.0" 7.5" 4.5" 7.5"U.S. 7 /BCOMBINATIOIQ.O STA7E0ma �" $$ 2 x S(TYP. <ORIO 87- 100 19.0" 7.5" 4.S" 7.5 10.3"15.0' 7.5' 4.5" 7.5" 10.5'15.0" 7.5" 4.5' 7.5" 10.5" 9 / 70 COMBINA7106- m 1/4'MILLENNM HILLFAST 43_16.0_116.0"15.0'16.0"IG.O"16.0'16.0" 9.0" 13.5.16.0"16.0" 8,5" 5.S' 9.0" 13.5" WITH 1-3/4"EMBED(3275ps1 53 18.0"16.0 11.0"15.0"16.0"16.0"11.0" 7.0" 10.5"16.0"13.5' 7.0 4.5' 7.5" 9.5 D '�/sS�0NALx MIN CONCRETE) 62 18.0"15.0" 8.5" 13.0"16.1,16.0' B.S' S.5" 9.0" 13.5"13_5" 7.0" 4.5" 7.5" 9_5" Y771111t70 18.0"12.D" 7.0'• 11.0"16.0"14.0" 7.0" 4.5" 6.0" 10.5'13.5" 7.0" 4.5" 7.5" 9.6" 4 _ 100 13.5" 7.0" 4.5 7.5 9.5 13.5 7.0 4.5 7.5' 9_5" 33.5 7.0" 4.5" 7.5" 9.5" Z E 9 a 1/4"ELCO CRETEFIEX 5S4 43 16.0"16.01,116.0"16.0"16.0 16.0 16.0 13.5 16.0"16.0"16.0"12.5" 8.0".13.0".16.0- I x S ITYP.I 2 x S(TYP.) 9 •KFi W/2'EMBED(3350ps1 MIN 53 16.0"16.0"16.0"16.0"16.0 16.0 16.0 10,0 15.5'16.0"16.0"10.0" 6.S' 11.0"14.0" N _ W °~ �� CONC) 62 16.0"16.0"12.5.16.0"16.0 18.0 32.5 B.0" 13.0"16.0"16.0"10.0" 6.5" 11.0"14.0" 3 --uutnt'l� 70 16.0"16.D"10.5'16`0"16.0 16.0.10_5 7.0 11.5"15.0"16.0"10_0" 6.5" 11_0"14_0" Ul g dxuzi 100 16.0"10.0" 6.5" 11.0"14.0 16.0 30.0 G.S' 11.0"74.0"16.0"10.0" 6.5 11.0"14.0" p W ITT I"MIN EDGE DISTANCE NOTE •'S"INDICATES ANCHOR SCHEDULE SPACING .W-I� u r1 c3 ca C5 a ca o ca cs u cz -c3 c4 cs SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE: 1/4'ITW TAPCON OR ELCO 43 16.0"16.01117.5" 8.0" 16.0"16.0'16.0" S.0" 5.5" 16.D"16.0" 9.0" 3.0" 4.0" 34.0" - CZ CONNECTION TYPE USING PIECE QD WITH OUTSIDE ULTRACON WITH 1-3/4" 53-16.0"16.0-15.5-16.5" 16.0.'16.0`12.0" 4.5 16.D 14.5" 7.5" 30.0" ANEHURS ONLY IN EMBED(3192Pg MIN CONC) 62 16.0 15.5' 4.5" 5.5 Ifi.O"16.0` 9.0" 4.0" 14.5"14.5" 7_5 10.0" - C4 CONNECTION TYPE USING PIECE®WITH 70 16.0"12.5" 4.0" 5.0' 16.0"15.0" 7.5' 11.0"14.5' 7.5" 10.0" OUTSIDE ANCHORS ONLY IGO'14.5•' 7.S" 10.0"14.5 7.S' 30.0"14.5" 7.S' 3o.0" 1/4"MILLENIUM MILLFAST 43 16.0"16.0"]1.0'13.5"16.0"16.0"13.0" 6.5" 9.5` ]6.0"13.D" 70' 4.D" 6.5" 10.5" my 1 WITH 1-3/4'EMBED(3275p51 53 16.0_16.D" B.0" 11.0 16.0 16,0 9.0" 5.0"_7.5" 16.0"10.5" 5.5" 5.5^ 7.5" ANCHOR NOTES: t"? MIN CONCRETE) 62 16.0 I15" 6.0" 9.0" 16.0•'13.5" 7.0" 40' 6.5` 11.0"10.5" S. 5.5" 7.5" 70 16.0" 9.5" 5.5" B.G" 16.0 11.5" s.s" 5.5 e.s'• io.5" 5.5" s.s" 7.5^ 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ul S ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE gP 100 10.5' 5.5^ S. 7.5" 10.5" 5.5' 5.5" 7.5" 10.5' 5.5 5.5' 7.5" LIMITED TO THOSE SHOWN IN TABLE 1(Pg 1). pv 1/4'AL POINTS SOLID-SET _ 1-1/4'MIN EDGE DISTANCE cli I Cl CZ C3 C4 CS CI C2 C3 C9 C5 Cl C2 C3 C4 CS 2 ENTER ANCHOR SCHEDULE BASED ON THE IX15RNG STRUCTURE MATERIAL, DO u ANCHOR W/7/8'EMBED& ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR q� 1/4-20 SS MACHINE SCREW 4316.0"LEM, 8.5 10.5'16.0"16,0'12.0" 5.5" 7.5" 16.0"12.5' 6_5' 3.0 S_0" 10-W EEQQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER I (3000ps1 MIN CONC) 53 15.0" 6.5" 8.0" 16.0"16.0' B.5' 4.0"6.0" 15.5111010111 5.0" 4.0" 7.0" THAN OR EQUAL TO SHUTTER SPAN. E 62 16.0"11.0" 5.D" 7.0' 16.0"ILS 6.5' 3.5" 5.0" 10.0"10.0' S.0" 1.D" 7.0" 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 6 j 4� 70 16.0" 9.0" 4.S' 6.D' 16,0"10.5" 5.5 3.0" 4.0" B.0" 10.0" 5.0" 4.07.D" E G4,- 7.0" c 3 100 10.0" 5.0" 4." 7.D'• 10.0' 10.0" 9.0" ." 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER I/4'ALL-POINTS SOLID-SET 3'MIN EDGE DISTANCE ANCHORTYPE BASED ON TYPE OF FXISTiNG STRUCTURE AND APPROPRIATE ANCHOR W/7/0'EMBED& Cl I C2 I C3 I C4 I CS I Cl I C2 10 C4 CS Cl C2 C3 C4 CS CONNECTION TYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 1/4-20 SS MACHINE SCREW 43 16.0"16.0"16.0"16.0"16.0"16.0"16_0"I LS"16_0"16.0"16.0' 11_0" 7.0" 11.0"16.01' 2'�• (3000ps1 MIN CONC) 53 16.0"16.0"13.5 16.0"16.0"16.0"14.0" 8;5. 13.5"16.0"16.0 B,5 5.5 9.5" 12.0" 5. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE b 62 1fi.0"16.0"10.5"16.0"I6.D"16.0"11.0 7.0" 11.0"16.0"16.0" B.5" 5.5 9.5'• 12.0' ONLY. 70 16.0"15.0" 9.0" 34.0"16,0 16.0 9.0 6.0 10.0 13.0"16.0" 8.5" 5.5" 9.5" 12.0" 6. THE CONTRACTOR 15 RESPONSIBLE TO ENSURE THE ANCHORS ARE'1NSTALLED Fi 100 16.0111 B.51115.5"19.5-112.0"116.0,8.5 S.5" 9.5 12.0 LEV' 8.5" 5.5" 9.5" 12.0" IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT 1/4'POWERS 55 DROP-1N 2-5/8'MIN EDGE D15TANCE LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER W/1/4-20 SS BOLT AND Cl I C2 I C3 C4 I C5 I C3 I C2 I C3 C9 I CS I Cl C2 C3 C4 CS FINISHES. y 7 V EMBED(30DOps1 MIN _43 16.0"16.0"14.D" 16.0116.0"116.0114.0"18.0" 12.5 16.0"14.0" 7,5" _5.0 8.0 11T5 7. WHERE EXISTING STIiUCfURE IS WOOD FRAMING,W000 FRAMING CONDITIONS g CONC) •53 16.0"16.0" 9.5" 14.0"16.0"16.0 9.5 6.0 10.0 16.0 11_5 6,0" 4A" I.0" 0_0'• VARY,FIELD VERIFY THAT FASTENERS ARE]Ni0 ADE DATE WOOD FRAMING a A SSS M 62 16.0"12.5"-7.5" 12.0"16.0 14.5 7.5 5.0 B.5" 11.5 11.5 6.0 4.0" 7.0" 8.0" MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD ACCEPTABLE ONLY FOR gggga .70 16.0"10.0" 6.5" 10.5"3-6.0"112.9'16.0" 4.0" 7.5" 9.0" IS.S' 6.0" 4.0" 7.0" 8.0" SIDE CLOSURE PIECES. g I(2 d 1.01 00 11.51116.0" 4.0" 7.0" 8.0 11.5 6.0 4.0 7.0 8.0 11.5 6.0 4.0 7.0 8.0` 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER D ¢U 3-1/2'MIN EDGE DISTANCE SHALL BE LOCATED IN CENTER OF NOMINAL 2"x-0'(MIN. WOOD STUD.3 4' lslg 1/4'POWERS SS DROP-IN EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAM N . Li SCREWS SHA .`y W/1/4.20 SS BOLT ANO Cl C2 C3 C4 CS Cl C2 C3 C4 CS CI C2 C3 OT C5 HAVE PHILLIPS PAN HEAD OR HDI HEAD. BA 2225 £ V EMBED(3000ps1 MIN 43 16.0"16.0"15.0"16.0"16.0"16.0"14.5" 9.0 13.5"16_0 15.0 7.5" 5.0" 9.0" 12_0" 9.. MACTIINE SCREWS SHALL HAVE MINIMUM OF 1/2'ENGAGEMENT OF THREADS IN e p A CONC) 53 160"16_0"10_5"15_0"16.0"16.0"10.0" fi.5' 10.5"16.0"1210" 6.0 4.6 7.5" 8.5' BASE ANCHOR AND MAY HAVE EITHER A PAN HFAD,TRUSS HEAD,0R WAFER / 13.D" 8.0" 12.5"16,0"15.0" B.0" 5.0" 9.0'' 12.0"12.0" 6.0" 4.0" 7.5" 8.5" HEAD(SIDEWALK BOLT),U.O.N. 70 16.0.7 10.5',_7.0" 11,0 16.0"12.5" 6.5. 4.5 8.0" 9.5" 12.0" 6.0" 4.0" 7.5" 8.5" DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 100 13.0" 6.0" 4.W' 7.5" 8.5" 12.0" 6.0" 4.D" 7.5 B.5" 12.0" 6.0" 4.0" 7.5" 8.5" �fa _ _ 2'MIN EDGE DISTANCE DESIGNATES WASHER HORSWINGWHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, 111141 912 SMS W/2'EYEWALL C3 C2 C3 C4 CS Cl 17.5" 4.0" C3 C9 CS Cl C2 C3 GI CS NUT ORLM WPemOBUN(IteRWmoPE ARMOR INSERT W/2"EMBEDr4316.0"16.0"11.5'14.0"16A"16_0" 7.5" 10.0"16.0"16.G" 9.0" 4.5" 6.5" 13.5' 1L MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE, 15-2339 (2000P51 MIN COMO 16.0"116.0" 8.5" 11.0"15.0" . .5' 8.0" 16.0"14.0" 7.0" 3.5' 5.5" 1D.0"16.0"15.0" 7.0" 9.5' 16.0"16.0" .5" 6.5" 14.0"14.0" 7.0' 3.5' S.5" 10.0" 1Z WHEN ANCHORING TO HOLLOW BLOCK SDS DRILS SHOULD NOT BE USED TO A E DRILL INTO HOLLOW BLOCK NOR SHOULD IMPACT DR1US BE USED TO INSTALL rAee mellml16.0"12.0" 6.0" 8.0" 16.0"14_S' 4.0" 6.0" 30.5'14.0" 7.0" 3.5" 5.5" 10.0" CONCRETE SCREWS TO HOLLOWBLOCK 14D7.03_55_510014.03,5" 5.5 10.014.0" 7.0" 3.5 S.5" 100"012 SMS W/2.75'EYEWALL16.0"16.016.016.016.0Sfi:O0.0"14.0"16.016.0"11.5" 6.0" B.5" 16.0"ARMOR INSERT W/2.5' 16.0"15.0"12.0"16.016.0"16.0" .5" 33.0"16.0"16.0" 9.05.0" 6.013.0"EMBED(200DP51 MIN CONC) 16.0"16.0 9.5" 13.5"16.0"16.0" 6.5" 9.5" 16.0"I6.D" 9.0" 5.0" 6.0" U0-Q. 70 16.0"16.0" 8.0" 11.5"16.0"16.0" 5.5" 8.5" 34.0•'16.0" 9.0" 5.0" B.D" 13.0" Q$$ 100 16.0" 9.0" 5.0" 8.0" 13.0"16.0" 5.0" 8.0" 13.0"16.0" 9.0" 5.0" 6.0" 13.0" ol CONC) Is is !IN 11! rim •iam • IM El; o m© m lm iieaaiioiii�i/aa�®� iaaiME m� FIE� /yam®• �i%///,'%% �. , %%a�/ :. � / �iiai�/ %�ej/%�%/� i �i � %���'/iii i : ya/ • - -- ' �/��ii/may/ VIIAI morm /a/ �ii,.�i/ii�/iiai� ,_°,".°"..•• mid/////.,''�/////.f/////y//i„�''/////%�////i///////��%///i7/////.y//////lam//y %///%/�/�////ice//%L�%//�///�///tea%//.����/�////////////i �mo©o©mmmot�m©om©mmmommo©omNCHOR W/718-EMBED moMmm AC 1/4_20 SSM HINESCREW iia ocifflEm mmmmEmmim - ■®mommmmo©QAmmomom©ommm©oo©mom©®m© r/ArAM//0"�a % VO/aya///i/a/`a/a//�y�MEN/p%/,y/ai®����F®3T1/�a/�,���� /// S1 mm©m©moria©m©©©© 'g'gg iiiy//aaa/iii iiiaMRmm ��� aa�� yai iaaaiaa/� ///,I` ' ®�� ,_,._..w..•._. MI %'ai�%i.� / i �//'/. �� 10 ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK 4IRS BENNMDO P.E `111111111/ PE0046549 1; 2"MIN EDGE DISTANCE 1 C1Y`.•• �i ..^ - Soana Uo To 6'-11" Span Uo To 8'-3" Spans UO To 12-0" LIC •' LOAD CONN TYPE CONN TYPE CONN TYPE ""`- 0 ANCHOR (psf) -• No p- _ x C1 Q C3 C4 CS CI Q C3 C4 CS 'CI Q C3 C4 CS 012 SMS W/2-EYEWALL 43 16.0"36.0" 16.0"15.5" 8.5" 4.S1 6.S' ISIS' 8.5" 4S" 4.0" 7.0" 3 ARMOR INSERT W/1-1/4` 53 16.0"10.5" 5.0" 7.0" 16.0"11.0" 6.0" 35" 5.0" 11.0" 7.0' 3S" 3S' -11 =-u EMBED �62 14.0 7.5 4.0 6.0 14.5 9.0 4.5' 4.0 7.0 7-0" 3S" 3.5' -5.0" :•� ���}}} r m 70 _11.5" 6.0" 3.5" 5.5" 12S' 7.5" 3.5" 3.5" 5.5' 7-0" 3.5" 3.5' 5.0" 10 TATE OF �1 B 100 7.0" 3.5' 3.5 5.0 7.0 3.5 3.5 5.0 7.0 3S" 3.5" 5.0 �i� '••(Og10A Gi ANCHOR SCHEDULE: WOOD (G=0.55) �''�s�oArq� N ��LL$C 7YY 1111110// J >U` 3/4'MIN EDGE DISTANCE rr1nf ' Scans Uo To 6.0" Soans Uo To 9'-3" Spans Uo To 12'-0" u �N 00 LOAD CONN TYPE CONN TYPE CONN TYPE CCC@111 z ANCHOR (P� CS ' C2 C3C4 CS Cl C2 C3 C4CS C1 • C2 C3 C4 CS W V.4 1/4'LAG SCREW WITH I-314 43 36.0 16.0 11.5°12.5 16.0"16.0"116.0"17.5" 9.0" 16.0 16.0"14.5 4.5" 6.0" 16.0" MIN THREAD PENETRATION 5316.0"i6.D" 8.5 30A"16.0"16.0"16.0" 6.0" 7.0" 16,0"16.0"11.5" 4.0" 5.0" 16:0" VI K T 62 16_0"16.D" 7.0" 8.5"16_0"16.0"14.5" 5.0" 6.0" 16.0"16_0"ILS•' 4.0"5.0 16_0" p W w =1lAlAlTe' 70 16,0"I6�0" 6.0" 7.5" 16.0"16.0"12.5" 4.0"T. 16.0'16.0"IL5" 4.0" 5.0" 16.0" Wi O -_ -__ - 100 16.0"11.5"4.0" 5.0" L6.6"16.0"11.5" 4.0' S.0" 16.0 16.0"ILS" 4.0° 5.0" 16.0" 7/16'WOOD BUSHING WITH 43 16.0-16.0" 8.01, 10.0"16.0"15.5" 8.5" 4.5" 7.0" IS_S' 8.5" 4.5" 4.5" 7.0" 0 1.13'MW EMBED®1/4.20 53 16.01 10.5" 5.5" 8.0" 16.0"11.0" 6.0" 3.5" S.S' 11.0" 7.0" 35" 4.0" 5.0" h_ 114. SS MACHINE SCREW 62 14.0" 8.0" 4.5" 6.5" 14.5" 9.0•' 4.5" 3.0" 4.5 7.D• 7.0" 3.5" 4-01 5.0" C' 00 70 12.0" 6.0" 3.5" 5.5" 12.5" 7.5" 3.5" 4.01 5.5` 7.01, 3S' 4_0• o f 1D0 7.0" 3.5" 4.0" 5.0" 7A" 3.5" 4.0" 5.0' 7.0" 3-5" 4.0" 5.0" 3 t14 SMS OR!14 WOOD 43 16.0"16.0"12.5'14.5"16.0"16.0°16.0" 8.0 17016.V .01 16.0" 7.0" 16.0" m Y SCREW WITH 1.3/4•MIN 53 16.0"16.0" 9u0" 11.5"16.0"16.0 15`0" 6.01, .0"16.0" 9.5 4.0 5.5" 13.0 w 1 THREAD PENETRATION 62 ifi.0"16.0" 7.5" 9.5" L6.0"16.0"11.5" 5.0" "16.0" 9.5 4.0 5.5 13.0" UUMU MMM, 70 16.0'•16.0" 6.5 8.5" 16.D 16.0"10.0" 4.5" .0'16.0" 95" 4.0" 5.5. 13.0" ya <Pm100 16.0" 9.5" 4.01j ' " 60" 9.5" 4.0" .0"16.0" 9.5" ANCHOR SCHEDULE: WOOD (G=0.42) �v5' 3/4-MIN EDGE DISTANCE _LOAD _ "F'< SoansSSQ7__oans UOR-To 6'-0.6'-0" Spans Uo To 8'•3" Soans Uo To12_-0" OCONN TYPE CONN TYPE CONN TYPE ANCHOR 3 s G Cl C2 C3 C4 CS Cl Q C3 C4 CS Cl I C2 C3 G1 CS a 1/4'LAG SCREW WITH 1-3/4 4336.0"16.0" 9.0" ID.O"16.0'16.0"116.0" 5.5" 7.0" 16.0"116.0"19.511 3.5" 4.5"115.0" MIN THREAD PENETRATION 53 16.0 16.0" 6.5" .66..00"16.0°12.51 4.5' 5.5" 16.0"15.O" 7.5 3.0" 4.0" 1L0"0" 0 16.0" 9.5" 3 162 16.0"16.0" 5.5" 6. " " 5.0"15.0" 7,5" 3.0" 4.0" 11.0" 70 16.0"13.5" 4.5" 6.0" 161.0" 8.0 13.0„ 15.0" 7.5" 3.0" 4^0" 1LO" \1� tl 100 15.0" 7.5" 3.0" 4.0" 11.0"15_____0" 7_5" 3.0' 4.0" 11.0"15.0" 7.S' 3.0" 4.0" 11.0" 0 s145M5 OR s14 WOOD 43 16.0"16A" 8.5" 30.5"16.0"16.0'12.5" 5.5" 7.0" 16.0"13.0" 6.5" 3.5" 5.0•' H.S1 SCREW WITH 1-3/4"MIN 53 16.0"16.0" 6.S' 8.0" 16,01116.0". 8.5" 4.0" 5.5" L6.0"10.5" 5.5" 2.5" 4.0" 7.5" _ 3 THREAD PENETRATION 62 16.0"11.5" 5.01, 7.D" 16.0"13.0" 6.5' 3.5" 5.0" 19.5"10.5" 5.5" 2.5" 4.0" 7.5- Q1II004RODOta> 70 16.0" 9.5_,4.5" 6.0" 16_0 1f.0 5.5" 3.0" 4.0" 8.0" 10.5'! S. 2.5" 4.0" 7.5" 100.10.5-15.5"2.5" 4.0 7.5 10.5 5.5 2.5 4.0" 7.5" 10.5" 5.5" 2.S 4.01' 7.5" ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK 531 1°�R 4"MIN EDGE DISTANCE _ q 66668 G Soans Uo To 61-0" Spans UO To 013 Soans Uo To 12'-0" §� ¢ 1 LOAD 411 CONN TYPE CONN TYPE CONN TYPE C " s ANCH00. (P� CS C2 C3 C4 CS Cl 1 Q C3 1 C4 C5 CI C2 C3 C4 CS g 9Fp 5/16'ITW TAPCON%L W/ 43 16.0-116.0"116.0-16.0"116.0"116.0"116.0"115.0"16.0 16.0 16.0 15.0 9.0" 14.0111 6.0" 2-1/4'MIN.EMBED 53 16.0"16.0"160"16.0"16_0"16_0"16_0"13.0"16.0"16_0 16.0"12.0_7.5 12_01'16.0' Y ®ram 62 16.0"I6.0"14_0"16.0 16:0"16:0'15.0" 9.0" 14.0"16.0_'16.0"12.0" 7.5• 12.0"16.0" ggg a gp 70 16. wq 0"16.0"11.5"16.0"16,0 16.0 12.5 8.0" 12.5"16.0"16A 12 0" 7.5" 12.0"316.0" �CQ9 100 16.0"12.0" 75" 12.0_16.D"16.0.32_0" 7.5" 12.0"16.0"16.0 12.0" 7.5" 12.0"16.0" aIN iE 5/16'ELCO ULTRACON W/ 43 16.0'L6.0"110.5"14.0'16.0"16.0.1015" 6.5" 9.51• 16.0"11.0 5.S., 6.5" 9.1" f 5,5" 9 2-1/4'H1H.EMBED 53 16.0"13.5' 7.5" 11.0"16.0"14.0' 7.5" 7.5' 13.5" 9.0" 6.5" OOPINRIfiRNRL1171N1COfP Cm 62 16.0"L0.0" 6.0" 9_0"'16.0"11.0` S,S' 6.5" 9.0" 9.0 6_511 15-2339 --_- } 76 35.0" 8.0" 5.0"'E( ISIS" 9.5' 5.5" 7.0" 9.0" 6.S' scoj.F° q Z 100 9.0' 5" 6.5" 9.0" 5.5'• 6.5'• 9.0 6.5" PACE IEypU��GNI u t7 s 2"MIN EDGE DISTANCE _ a a GT 04 6_ CL C2 tl C4 GS CI_ C2 C3 CA CS 112 SMS W/YEYEWALL 43 ]6.0"16.01:7 9.5' 11.5"16.D"16.0'14.0' 6.0" 8.0" 16.0"14.5" 7.5' 3.5" 5.5 11.5' °�� ARMORIN�SERTQW/�2'EMBED 53 I. L6.0" 7.0" 9.0" 16.0"16.0. 9.5" 4.5" 6.5" 16.0"11.5" 6,0" 3.0" 4.S' 8.5' B=L- 70-16.0.1 10.5" 5.0" 6_S' 16.0"125 6.5 3.0 45 9?0' 11.5 6.0" 3.0" 4.5" 8.5" 9 OR ANCHORSNOTES.SEE HEET U �� TDO 11.5" 6.0" 3.0" 4.5" B.S.' 11.5" 6.0" 3.0" 4.5" BIS" 11.5" 6.0" 3.0" 4-S' 8.5"