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HomeMy WebLinkAboutProduct Approval SCIS Home Log In User Registration Hot Topics j Submit Surcharge ; Stats&Facts ? Publications FDC Staff BCIS Site Map Links Search 1 b a Product Approval r, USER:Public User Product Aooroial Menu>Product or Application Search>Application Lis t>Application Detail REGE1 FL# FL13757-R6 J U L I 2 019 Application Type Revision Code Version 2017 Application Status Approved ST. Lucie County, Permitting Comments Archived, 0 0 Py Product Manufacturer Town and Country Indus ries, 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. if Validation Checklist-Hardcopy Received Certificate of Independence FL13757 R6 COI Indeol.pdf FL13757 R6 COI Indeo2.odf EI.13757 R6 COI Inden3.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 Eouiv EOUIy1.Ddf FL13757 R6 Ecuiv Eauiv2.Ddf FL13757 R6 Eouiv Eouiv3.odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/09/2017 Date Validated 08/11/2017 Date Pending FEC 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 Dwol.)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.odf 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 II Dwc12.r)df Approved for use outside HVHZ:Yes Verified By: Frank L. Bernardo,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 Eva12.pdf. 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 DWo3.Odf Approved for use outside HVHZ:Yes. Verified By: Frank L.Bernardo 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 ANEEO 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 emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an emall address which can be made available to the public.To determine if you are a licensee under Chapter 455,FS.,,please click hem. Product Approval Accepts: ®99 M Credit Card safe ' 6i l of i i `````,1l4 ll/,/ IpANK 5549NwuLLllL P1111 6.8 STREAMLINE SHUTTER ; ��..- cENERALNorEs: FOR USE WITHIN AND OUTSIDE THE HVHZ �¢?' `10, 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING N.P[004664 CODE SIXTH EDITION((2017)) FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE _ 0 ZONE,AND THE INTERNATIONAL BUILDING CODE(IBC)AND INTERNATIONAL RESIDENTIAL CODE UNLIMITED WIDTH (I�a %N (IRC).THIS SYSTEM MEETS MISSILE LEVEL"D"AND INCLUDES ESSENTIAL FACILITIES AS DEFINED IN O •. STATE OF ASTM E1996-09.SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. SECTION C'•. Flo w I4 z 2. POSITIVE DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH TED FOR THE GOVERNIITH THIS NG CODE SHALL BE �� S'S "RADA• M �' REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THEua p FL011DA BUILDING CODE SHALL BE LESS THAN OR EQUALTO THE POSITIVE OR NEGATIVE DESIGN 111111 i a l ITA W oy x PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/2021203 AND ASTM E18861E1996/E330. 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM T STED PRESSURES DIVIDED Y A 1.5 ° SAFETY FACTOR. p Z 15 9 � 5. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL PLAN VIEW °u`4 w ld CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND zd �'_ LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR DESIGN. N w fo G w 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE ,. 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 _z SHALL BE USED. z .[i B. SHSYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC y N F 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL p f m d ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME r! ` PRODUCT APPROVAL USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTERw w m y GIGIS-23 OF THE FLORIDA ADMINISTRATIVE CODE. w a 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE n ¢ o CONTRACTOR ODES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR v ~ VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM g " THE STRUCTURAL SUBSTRATES DETAILED HEREIN. mo c $ 11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL ¢m E DOCUMENTS. HURRICANE PROTECTION 12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING BOTTOM OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIGINED,DATED AND TRACK SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THEfl 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 g INFORMATION: TOWN&COUNTRY INDUSTRIES TYPICAL ACCORDION FORT LAUDERDALE FL MISSILE LEVEL D-ASTM E1886 E1996&E330 1 SHUTTER ELEVATION TAS 201 202& R FLORIDA PRODU6 APPROV L NUMBER 1 _ a F 14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 TABLE 2• N.T.S. EXTERIOR ELEV A 15. 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 = 16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR HVHZFACILITIES BOX LOCK AT CENTER OR SIDE CLOSURE. 17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. 18. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. SHUTTER gpAN INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS 19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". D 1� 20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. s 30•ABOVE >30'ABOVE 5 30'ABOVE 301 ABOVE d 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. GRADE GRADE GRADE GRADE s1 D k 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" 1-618" 2-318" 1-518" 3.1/2" 1-718' 3-518' 1-7/8' ! -- TABLE 1: TABLE 1 NOTES: 120• 4-1/8• 2 4-114• 2' _ 1, DESIGN PRESSURES SHOWN IN'ACCORDION 144 4-718' .2' 5' 2- 1" ACCORDION SHUTTER SHUTTERSPAN SCHEDULE"ABOVE ARE ! TABLE 2 NOTES: �v'L9 .�R SPAN SCHEDULE MAXIMUM ALLOWABLE DESIGN PRESSURES 1. HVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. I AT EACH RESPECTIVE SHUTTER SPAN. 2. NON-HVHZ:DEFINEDAS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND BROWARD COUNTY OORTOWRRtN[LTB�W90DE POSITIVE NEGATIVE Z LINEAR INTERPOLATION BETWEEN SHUTTER 15-2339 i SHR DESIGN DESIGN SPANS IS NOT PERMITTED.FOR SPANS 3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND _ BETWEEN THOSE INDICATED ABOVE,THE ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A - i SPAN PRESSURE PRESSUREDESIGN PRESSURES FOR THE NEKT HIGHER MINIMUM SPAN OF AT LEAST 30". PAm 1 (PBF) (PSF) SPAN SHALL BE USED. 4. .INSTALLATIONS IN WINO ZONES 1 THROUGH 4 OUTSIDE OFTHE HVHZ WITH SPANS LESS THAN 30'SHALL IY I100 100 HAVE 2-7/8'MINIMUM SEPARATION FROM GLASS WHEN 5 3D'ABOVE GRADE,AND 1-5/8'WHEN>30' , ABOVE GRADE. 89' 70 70 5. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN THOSE 71 120' 63 63 INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED. 1 L 6. SEPARATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED 1N ACCORDANCE WITH ASTM 144' 43 40 E1996-09.. PROJECTION VARIES - ��pN•..• 2.874' 4.874•MAX. ���-' L 'y,'•. }-0.115"I �- "D p 0.062" 0.450' 0 0.080' ^*% EO0g6jq :0 Y a 0,125° 1.708" 0.100" 1.830• 0.062° =;u ry 1..708' 0.100" N -T 0.080" 0.063' -o .p 0.195" 0- I L 0.096" .195' .a �--- -�- {---2.820' F7A1'6'OF 0.060" 0.070' Ni 0.060' 0.062' II}-- 1.908" <O W vl B t' 0.125' t 1 0.630• -� 0.630° '? 1.993" 1.908" ..DA,•. 0.630' ---f� 0.630o5r • _'� �� }0.971"1L 0.143• 0.143' elf N/III+I + Wn�+ 1•"~ 0.'060' 0.971" i' 1:•070" 0.630" , Z� �>V 0.062 '"•2�• I 0.062" 0.200' I 1 0'OT 0.630' 0-Ofi �I 0.062• slot,� .��Y4��'L++ 1.069" �~l 1 0.200' I D.D62° 00° oN9Q1 � 5.745"MAX. SUPPORT LEG OPTIONAL }-1.069"4 0.062" 1'1.069"� W 8-d 6� 5.745' OWALL (�BUILD OUT WALL O STREAMLINE CEILING TRACK t�STREAMLINE WALL TRACK O HEAVY HEADER SILL O LITE HEADER/SILL ch cm - SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF S17.E SCALE:HALF SIZE SCALE:HALF SIZE SCALE:NALF 512E ti CI WHERE SHOWN,SCREW BOSSES S FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS 0.874"1- 2.655" 0.875' I' 2.195" 1 ' I-- " 2.1951.230" 1.229 - 0105" »'flIIReAgrrIlliiil w' ix c R --2.655' IIIIQj �5i i' ;I o °L N ,1_. g4 uOOi j I I I c' 0 1j 0.l OOS j l N 2.362' 4.84' `:a � .._._ v 0.781' . -rt.�. Y---. ' r ~ .._-I•`-------8-31-' . -�'0.-10-5.-N I :1 O1 1.069" 0.075 0.-075 0.94.510• -- 94"}e 010 NOTE:TEST4E.D51THICKNESS OF S�OF 6 3ef o } -4.510' - � 3,50�� BARE METAL WJO PAINT IS 0.039' R (�SILL O SILL ADAPTER O EXTENDED SILL. EXTENDED SILL ADAPTOR ADJUSTABLE SILL BOTTOM T3 6.8 STREAMLINE SLAT/BLADE SCALE.HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE F rn 4' QUO U f _ll ,.�.� D.477• 1&2, 92 �ea 0.080• 1.570' 0 SIO" 0.590" 0.341' 10.245" d 0.143"� 0.143" .O6 0.070' 0 9 1.708°-�} 0,143' 0.096° It a l 0.060'x• ----- --- - - ` - `- - -� 0.115" 0.080' 0.117 " 4.753' Lm �_I® 0.090'n -0.096" e a p� 4.510' 7-0.180• n i i 0.080• 0.080• ° 0.044" 0.227' 0.682' 0.630' 0.060"1 dI ar4rwrtlxv[Lra I I 10.693"J ,' 15-2339 NOTE:THICKNESS OF BARE 2.922• �-1.625"---{ }--10.420" Jnr METAL W/O PAINT IS 0.039' MqE BE6CK1mzmf �g 6.8 STREAMLINE STACK 1B RADIUS CEILING HEADER/SILL 71 6.8 STARTER g WALL SILL CLIP gb WALL SILL SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE!HALF SIZE SCALE:HALF SIZE '09 1 1`111111II11f/ TPRM6549NNMD.P.E.%� E. 0.610' STAINLESS STEEL 200.1--+ NYLON WASHER OR �".••"'' *-{}-0.125" ASSEMBLY - '4 O' ALUMINUM 0.357" LI �' 0.320"0 HOLE n flr -0--'-50• 0.276' b.•• NOpFO a O 6 S10 x 2-3/4"410 HT S.S. _ ti�49O.B80 NYLON e °I INSERTS SCREW W/TC ULTRAC07E 0.591" ,ry 0.05 WHEEL ,;Ll 0.120'o INTO COATING ^ - 1;J 1.100•-{}-0.240^ � r-�- TRACK (TYP TOP Bi BOTTOM) n 0.062"• - �1�'1.�`jq�OF '`Y` N I NYLON BUSHING W/WASHER: -L-_• %�j•'•�RIpA C "�,m I INSIDE JOINT AT AT EVERY OTHER IOP. 0.750° 7/16"0 x 1•t�INTER OINT BOTTOM 7/16"o x 11r @ INTERIOR JOINT TOP 01 "� ���iL L'ENG 1L� 2� -5'MAX.� TYP0.870" 0.137' /� ,q \� [f� to CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EXTERIOR ff 111 111111W 0 -x € 19 ANGLE HOUSING-ZINC DICAST,POWDER COATED OEx g� . 3 22 ROLLER ASSEMBLY 24 BUSHING ASSEMBLY DETAIL 28 BOX CENTER INSERT g SCALE HALF SIZE . NOTE; MAY BE KEY OPERATED !(XJ N9 � SCALE:HALF SIZE SCALE.HALF 512E SCALE:HALF SIZE z BZ OR KEY/THUMB TURN OPERATED INSIDE. B t-}0.250' 23 BRASS PUSH LOCK W °0"IwyS SCALE:HALF SIZE NC:A6mx o:7 R0.155" 1.978' a 2.125' �p w _ry RO.500' 4.000' 0.236' --1.742° 0.286' 1.603" FFi 1.22a"- 0.267' 0.500' 0.623' ' 0.790" 0.090" 0.319" y 0.531'- _ 0.531" mn 126; 0.064" m 0.2 _1 c 2.750.250' ��� 1_ 0.09 a ,6 -}r-0.607" t�pI� 0.607' 0.118"� 1 �.' 0.224' 0.239,' I n m m n a I. u1 F'o. Qm 0.060' 0.496" I x0.240" .� A A.4 N �<� lass"-t -J I• 1.. ltnq o R L-' 27 RAINGUARD 28 DECORATIVE FLOOR TRACK 3,476^ D.zaD- Zm�� SALE:HALF 512E SCALE..HALF SIZE 0.160' 0.222"1 t I �- 1.003 0.062'0.062' 0.062' I-0.176' MALE BOX FEMALE y 30 SCALE:HALFATE OSI E 31 SCALE-HALF SIZE TER 32 SCALE-HALLFOSIZEEN TER O 4-0.0621 a o IIIg888 5.500'x 13/16'WIDE {-j 0.400' LOc: Wim„ 'A __ , 7/16"p STAINLESS �lo �'io7 � STEEL NUT Y- 30 � � 0.438" -0.iB8• 5/16-18x7 MACHINE SCREW "1;I TYR STAINLESS STEEL 0.121' 711L_ 5/16.0 INTERNAL r~°••... 4.500' �}0.689" POWDER COATED,ZINC DIE-CAST THREAD 1.050' _ HEAD STYLE VARIES OF MODEL 20'12 SECTION A 36 T-LOCK ADAPTER 3'/ T-SCREW INSERT 38 THUMB SCREW a :4 - I INDUSTRIAL SYSTEMS (OPTIONAL) SCALE-FULL SIZE SCALE:FULL SIZE F `$ -J;;0,254' 4OU 4Ob 4OC a !3 35 BOX LOCK SCALE:HALF SIZE n '"I 0.319 END STRIP 1" d 9 e SCALE:HALF SIZE t-2.000'---f 2" & 3• EXT 1.625' -71-0.125• SCALE: HALF SIZE -7I-- 0.325 -} 0.050' 937 I 0.125" 0.0I eg y 0.085" T K c o -0.125' WPRlORIAYIIL6IMVWPE Fri 0.250" o n 0.085• g 0.093• - 15-2339 A ,3 aA 1 M611 YEHCIdRiON, I7.OD0' -- O2X7 ANGLE 2p ALT. 1" END STRIP 21 1.5'x3"x0.093" ANGLE P5 2•'x3"x0.125" ANGLE 99 39 SCALE+HALF SIZE SCALE.HALF SIZE SCALE:HALF SIZE SCALE,HALF SIZE . \1�/EDDIb! IWMDOI P.E. ANY ANCHOR PER ANCHOR EDGE DIST' SCHEDULE(.018°O.0 EXISTING DIST, GLAZING SEE END STWO n SCHEDULE FORPvoS: NO EOD4 - F5 zry SPAN WHEN USIRG. LEG D RECNGIN EMBED 1� 20,40a,40b , ly ' Vo t- INTERIOR 'I f / f 1/4' OR 6.8 STAR�� o yH�Z7 EMBED. N o ( ) 17 . pl L _ _.LMH(• WITH 21 OR 2rr, Oi 7C 17 - , q MIN.0:062"THICK 6063-T6 AWM. _.._ 4 30 ANGLE 1"x 1'MIN.TO 2'x 5"MAX. 21 25 EOG __ (ANGLE LEG MAY BE REVERSED) FASTEN ANGLE TO TRACK W/ DIST. 1 TLTI U g ANY ANCHOR PER ANCHOR ((2)610x1'SCREWS AT 7 j a SCHEDULE 013"O.0 CI)RN9t,TOP&BOTTOM;AND U1 I C 2 a 73 13 ) @_/ ATTACH TO 6.8 STARTER R M 9 )5 13 61Z x 1/2'GAWANIZED OR 5.5.SMS, 612 x 1/2'GALVANIZED OR Z J �7 S.S.SMS 3116.0 ALUM.POP N 6.80"lT YP.) I 30 3/16.0 ALUM.POP RIVET,OR 1/4-20 RIVET 0(11/4-20 MACHINE W ~W" Z USE(1)BRASS PUSH LOCK OR 1 MACHINE BOLT&NUT 018°O.C. ALTERNATE END STRIP DE AIL BOLT�IN �IS O.C. � l (EXTERIOR) 5116-1eT�LUMBscREwINTOTHREADED WITH 6.8 STARTER AND ANGLE � Ui�d d IN16 1 3 AT]/3 SPAN TO 2/3 SPAN SCALE:3"=1'-0" ANY TRACK W/ w FROM BO M OF SHUTTER.RECEIVING END STRIP SCHEDULE SCREW BOSSES. w O y TYPICAL PLAN VIEW HOLE SHALL BE 3/8'MAX WIDTH,UP TO PSF BP �= SCALE 3"=1'-0" 1°HEIGHT. 1.810(2.77 82 OB - ® 72 U� 1 82 4" USE(1)BRASS PUSH LOCK 132 76 ----- OR(1)5/16-18 THUMB LOCKING DETAILS FOR2 95" SCREW I O THREADED VolT&0(3.7') SEE END STRIP INSERT (p37 AT 1/3 SPAN CENTER MATER t TOZ/3 SPAN FROM SHOWN ON RANDOM - SPAN WHEN USINGX W'�� BOTTOM OFSHU S. 30 DETAILS 6 1rvy 20,40x,40b OR 40c, G RECEIVING HOLE SHALL;jBEg3/8"MAX SH TTE T1/q"1"HEIGHT. ALT.1•BIO 62 1�0' fh y(. WITH 21 OR 25. p•e6 00 i•i (2.T) 82 - u-T `_ RN 2D 112 81 \ O 40 USE APPROPRIATE g 132 75" ` STARTER STRIP 10 ---- —----• - ---- XO.03' S 93• 40 20 PRONOE CLOSURE C 80.093• FOR FyEq - 13 5 \ BUILDING CDND100N5. 60 I 23 21 64 B- \`FASTEN STARTER SIRIP a o g I (INSIDE) 0 6 TO TRACK W/(2)M10x1- m e I SCREWS AT CORNER,TOP xp125" 52 i ° ALTERNATE END STRIP DETAIL 8 BOTTOM wIy" a 13 NF O 60. SCALE.3"=V-0'• ANY TRACK W/SCREW 14r.�`yiEi.�al 5 a ¢� zs 1B- BOSSES. w 17 g' 0 111" R' I Z a¢ I 73 . 4' SILL L a FOR GREATER SPANS OR LOADS TMAN , - W 611OWN IN END STRIP SCHEDULE,ENO I O STRIPS REQUIRE A 1•x1•.09W CUP ANGLE w n (n \ RIDSPANUSINGANYAND3/4-T TIKE EXISTING GLASS MIDANDIO SIA UlIMG AV AN 1x1/4'lEK Q ) w.i 13 SCREWORIA-2090LTTOENOSTRIP. $ 86� 30 ,�ow USE f11 BRASS PUSH LOCK INSIDE ° d�8� USE 11)BRASS PUSH LOCK a OR(1)5/16-,8 THUMB (INSIDE) OR(1)5/16-18 THUMB 13 y SCREW I O THRE ADEO 30 uan SCREW I O THREADED D� e9q+9 INSERT 7SPAN Z n g INSERT 37 AT t/3 SPAN SILL S!lI$e! y 1 `e TO 2/3 SAN FROM TO 2/3 AV FROM 1 YC BOTTOM OF FROM (OUTSIDE) �Ia BOTTOM OF SHUTTER ' RECEIVING HOLE SHALL BE N, H 3/8"MAX WIDTH,UP T� $ �it a 1"HEIGHT. 23 &¢ TYPICAL OUTSIDE CORI4ER CLOSURE _ _ 5 36 �KIN i NTS " CCl DETAILS WO/CORNER POST ---— 13 �D womm�� gs aL.>rwwwe PE 13 31 215 3 z3 (OUTSIDE) 15-2339 SILL USE 111 BOX LOCK AT 1/3 SPAN TO 2/3 SPAN FROM �AOl O[aCRIPROIE' BOTTOM OF SHUTTER OTYPICAL INSIDE CORNER CLOSURE" CC2 DETAILS WO/CORNER POST dw� MULTIPLE SHUTTER ASSEMBLY 91 NTS zrll3j SCALE.3'=V-0" d 1 Aa � I I .. .. E KL BENNMO'.P.L"CI - REFERENC CONNECTION EXISTING STRUCTURE ST 1R4av1F�nJ/J//���� i SPACING ' M X. - i r C1 CONNECTION TYPE 1/4-20 MACHINE BOLT \ REFERENCE ANCHOR •. 1/2" W/NUT @ 12"O C OR, SCHEDULE FOR MAX. ..� ® p14 SMS Co)6"O.0 2 / SPACING " (TYP.TOP&BOTTOM) 2 FASTENERS ALUM. TUBE 6063-T6 ALLOY AT D EACH ANGLE- SEE TAB A FOR SIZE. I Wvl [�OR(�ORI Zw ���5 0 o OR 6 J i/ " ALTERNATE THgU BOLT - // OR 2"x 2"x 1/8" C1 CONNECTION TYPE O O l �';'L1rap; ALUM.ANGLE ° ....___ ._-___ y REFERENCE ANCHOR MN GLASS wo t..1 �Y W � 1 SCHEDULE FOR MAX SEPARATIQJ 13 N- L�J ° M 13 I I ( 1•• �;i SPACING PER TABLE 2' r THREE 3/16-0 ALUM. 0 GLASSI a Z w n PDP RIVETS OR 17 I. IIIA I OR DOOR—lf X✓wi vaaiF Ww THREE 1112 SMS,TYP. ° ' u 3/16"0 ALUM.POP Q=W N 6: W 17 �1BTO.C.(TYP4412 15 I ...... q7E- S OR OR TABLE A(ECT) -- (�� R PRESSURE VS ALLOWABLE LENGTH i w \ 0F2"R6Sl J�' Fi fig• v MAY USE MALE OR — o v_' _ r rl PSF 2 OHIO 3N0�8/bT FEMALE LOCK-SLAT w F F 13 ALTERNATE THRU BOLT I 1/4"MAX FROM PIN ' fil 130• 1BB' C5 CONNECTION TYPE CI CONNECTION TYPE GUIDE TO BUSHING 11 114• 179• O TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR REFERENCE ANCHOR '�-:--�' WASHER(TYP.) rn d 82 119' 17Y CC3 NTS SCHEDULE FOR MAX SCHEDULE FOR MAX. 92 114' 16T 14x3/4"SMS O.C. } c ANGLE TO TUBEE CONNECTION .macro M [2 702 TIO" 160" 120 104' 141' TABLE B(CC4) EXISTING HOST EMBED. 6063� T6 ALUM TUBE Z I'+0 9T 131• STRUCTURE -m+ 200 PRESSURE VS ALLOWABLE LENGTH STRUCTURE CONNECTION TYPE 68' 114" L82 RX B/0 13'RiTH 118" -EDGE DISTANCE REFERENCE ANCHOR t� W SCHEDULE FOR MAX EE SPACING C p 113' 166" E FASTENER N 18"O C. O ALTERNATE BUILD OUT MOUNT SECTION Q fOT 157' (USE ANY ANCHOR SHOWN 101' 14T 114 ANCHOR SCHEDULE). SCALE:3 1'-0'-9T 13T 90' nr B3' 172" w try 150 74' 109' / r w E: 200 64„ 1. 2"x2"x - r =pc 3/16 RIVET OR 4112 SMS 090"6063-T6 INN GLASS -13 j Cul 18"O.C. OR 1/4-2 ALUM TUBE TYP. �, EPARATION 2 z w SCQ NU T B BOLT IT P.). 17 a4� PEk TABLE utL OJI� aP 3/16"0 ALUM.POP C•I a GLASS IL 2 X O Z m RIVET OR W12 SMS ALUM. TUBE z 0. OR ODOR a p d + 606.1-T6 ALLOY (�te"D,C.(TYP.) F ham O a SEE TABIE 3 FOR SIZE. Y"x 5"x 1/8'2 FASTENERS CONTINUOUS EACH ANGLE ALUMINUMANGLE OPTIONAL ANGLE INSIDE o POP RIVEETSTT OR • 3 ALUM.ANGLE.TYP THREE ALUM. t7 ORIENTATION TYP. p w 5 B e O 17 THREE R12 SMS,TYP. W E E 0 V.x 2"x 1/8" Q @ � OR 2"x 2"x 1/B" 4 CONNECTION TYPE B m l l REFERENCE ANCHOR 1,aT 9a8 17 ALUM.ANGLE '—'�/-' SCHEDULE FOR MAX �'n USE MALE OR FEMALE SPACING O7Pww"ORLimmm B LUCK-SLAT 13 13 BLOCK OR WOODFRAMING15-2339 sr�1n (OUTSIDE) EE INSIDE SILL MOUNT SECTION '"°�o®C7R►ROHI Stl2 x 1/2"GALVANIZED SCALE:3"c V-0" E OR S.S.SM 5,3/16"0 ALUM. N8 CC4 TYPICAL CORNER CLOSURE DETAILS POP RIVET,OR 1/4-20 SIDE CLOSURE OPTIONS �� IJT'S MACHINE BOLT&NUT SCALE:3"=1'-0" (a 1e"aL i FRANK*114.1 MNARD%PyE C5 CONNECTION TYPE REFERENCE ANCHOR EXISTING Z SCHEDULE FOR MAX. STRUCTURE ACIN GLASS � � GLASS � CI CONNECTION TYPE 5"MAX. 1/4-20 MACHINE BOLT4ZQZ•• X o: ¢ W/NUT 12"O.0 OT'J[L: No OR DOOR u u y OR DOOR- w w REFERENCE ANCHOR 19- @ >> SCHEDULE FOR MAX. O 1114 SMS @ 6"0 C.- �ry, _ rA 7 a Z~ r N X O w SPACING I/2'• ITYP TOP&BOT TB Qr 10 MIN. 13 N waw GLASS 13 N F Z u m /2" -'0: O _Vl 7O L t/c"-20 THRU BOLT W/ GLASS a= a #14 x 1/2'"SMS @ 12"O.C. CPPERTION x Z Z 1- w �0,-. T �A LOCI(NUT @ 12"0 C OR EPARATION E F w F OR 3/16••0 ALUM POP TABLE 7 Q Q o m .' [5•�OR�OR/ C rri 12 x 1/2-SMS 1Y'D.C.E.S. PER LDH = a w o �OR 6 J its @ TABLE2 wF RIVETS(ul 6"O.C. OR 1/4"0 0 / tS OR 3/16"0 ALUM.POP J Z ALUM.POP RIVETS @ 12"O.C. Q // RIVETS @ 6"O.C. E.S. J 1 k1'U¢y. < R 1/C•m ALUM.POP RIVETS /' N ©1 AND 3O MN.GLASS w (ut 12"O.C.r.S. - 114"MAX.FROM PIN. ASSEMBLY 1/4"MAX'.FROM PIIJ SEPARATION / 1/2"TYP. GUID T U NG PER TABLE 2 I-m M c^ L!u\ u $g a O9 AND 1011 GUIDE TO BUSHING WASHER ITYP.I 7 WASHER(TYPI w GLA55 Nr Zvm a~W0 ASSEMBLY m 111iii O VI Q / 1/2'" 1/2"TYP EXISTING CONCRETE, W 3 CONNECTION TYPE OR DOOR-1I _ XZaZH Nr7dsn W BLUCK OR WOOD FRAMING REFERENCE ANCHOR u < < GI .m SCHEDULE FOR MAX. F ou a ow d w / C4 CONNECTION TYPE DIST. SPACING L'VI O EDGE REFERENCE ANCHOR _ Q SCHEDULE FOR MAX. 01ST. SPACING AS SHOWN ' IL' C3 CONNECTION TYPE IN DIAGRAM ON PG.9 U I_A ?(]D 6 OR G vvviii Iii REFERENCE ANCHOR EXISTING CONCRETE, w U U3 O 6 In SCHEDULE FOR MAX. 1/4"MAX.FROM PIN 7� •� BLOCK OR WOOD FRAMING /2•• / SPA[ING.ALT.FASTENER GUIDE TO BUSHING LOCATION.FRONT AND Cl CONNECTION TYPE WASHER ITYP,1 y , y REFERENCE ANCHOR 1/2 f \ 1/4"MAX FROM BACK ANCHORS NOT REO'D O INSIDE MOUNT SECTION SCHEDULE FOR MAX. 19 WITH THIS LOCATION SCALE!3"=1'-0" SPACING H $ PIN GUIDE TO 5 CONNECTION TYPE BUSHING WASHER O INSIDE MOUNT SECTION REFERENCE ANCHOR rn l S ITyp,) SCHEDULE FOR MAX. 5�'y VOM SCALE:3'=1'-0" EXISTING CONCRETE, SPACING Ij BLOCK OR WOOD FRAMI� EMBED. �cc/ �m t / OD BUILD OUT MOUNT SECTION g TYP.BOTIOM EXISTING CONCRETE, SCALE-3-=1'-0" 15 BLOCK.OR WOOD FRAMING E �p � g EDGE DIST. EXISTING a NOTE:FOR DETAILS A,B,D,AND E ON THIS SHEE'1, 4 CONNECTION TYPE STRUCTURE .2 THE BASE TRACK MAY BE INSTALLED IN SECTIONS REFERENCE ANCHOR EMBED 5 CONIJECTICIN TYPE WITH 1/4"GAPS.PROVIDED THAT EACH SECTION HAS w SCHEDULE FOR MAX. REFERENCE ANCHOR X A MINIMUM OF TWO SETS OF ANCHORS AND IS A m EO E SPACING $CHEUULE FOR MAX B MINIMUM OF 12'"LONG.THE SILL OP.CEILING TRACK S 6 SPACING USED WITH THE BASE TRACK MUST BE CONTINUOUS 3 16 OVER THE GAPS BETWEEN SECTIONS. O1 0R 2O 1/2" tt H ¢ F au w o GLASSo,w A ¢ OR DOOR MIN D CLASS 13 v=iW w wI,1 [rya TRA, t w 1112 x 1/2"5MS Lill 12" SEPARATIC 7 Z Z J `• W 0 D ¢ O.C.OR 3/16••0 ALUM, PER m O tom 13 IA Ma- Pop p+� mow» RIV ETS@6"O.0 TABLE2 )C 0Zr GLASS OR+-I.pN.GLA ixN=� N a w OR 1/4"0 ALUM.POP G o a DOOR p A N O N di 6 13 M, x RIVETS @ 12"0 C. F a PER TABLE�2" Z 0 y� MIN GLASS yF-o Nm u'A V QWM4 asLf OSEPARATONZ o l l F !a _ _ PER TABLE 2 Q j of Q O7 AND OB 1/4"MAX FROM PIN u w 1/4-20 S.S.MACHINE E O(L ASSEMBLY t/2' Q SCREW S NUT @ �In 1/2•• GUIDE TO BUSHING a �� 12"OC. a TYP. WASHER ITYP.) GLASS 1/4"MAX.FROM PIN m w o 7/4"MAX.FROM PIN_ ! OR DOOR >< GUIDE 10 BUSHING w 4 CONNECTION TYPE 1/2" GUIDE TO BUSHING . O P WASHER ITYP I EDGE REFERENCE AIJCh1UR WASHER ITYP,) W X S 6: SCHEDULE FOR MAX Q1rRtlARBNN(LlBEWODPE i r m EXISTING CONCRETE, DIST. SPACING AS SHOWN 2 CONNECTION TYPE N BLOCK OR WOOD EXISTING CONCRETE, 4 CONNECTION TYPE IN DIAGRAM ON PG 9 REFERENCE ANCIJDR 15-2339 FRAMING BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX. erN.e: - OR "x 3"x 1/4"CONT.. 3 CONNECTION TYPE q12 x 1/2"SMS @ 12'. SCHEDULE FOR MAX SPACING RAci wsauvnoxl REFERENCE ANCHOR O,C.OR 3/16•'0 ALUM. SPACING ALT.FASTENER BLOCK CONCRETE, 0AY BE:ALUM.ANGLE - LOCATION FRONT AND BLOCK OR W000 FRAMING - AY BE REVERSED SCHEDULE FOR MAX. POP RIVETS Cl 6"O.C. BACK ANCHORS NOT REO'U SPACING �9 5 SHOWN DASHEUI OR 1/4"0 ALUM POP WITH THIS LOCATION RIVETS @ 12' oc. WALL MOUNT SECTIOCEILING / INSIDE MOUNT SECTION F WALL BUILD OUT 1' O N O O SCALE:3"= -0'• SCALE:3"=1'-0" SECTION SCALE:3 1'-0" MN.GLASS - .. 1111 MhTI�%4 o9 NM00;P.E.d GLASS SEPARATION 2 w 7 OR DOOR PER TABLE.2 I 13 � - 0GLASS OR �;• •I �••f DOOR No P 004 •;� z'u-4 ODORS OR MN GLASS ' 0 w d SEPARATION NN U N ¢=W MN GLASS w w PER TABLE 2 STA •P L h F SEPARATION R m J 0 x z PER TABLE 2 F W J Q z w ••'. O I fR I I J= _ _ i d A Ym� 13 a ?avui 13 x zoo III�Q m��uo _J /2" 1 Y J o z Cl CONNECTION TYPE ¢ o Z grl MAX.FROM PIN GUIDE u REFERENCE ANCHOR z jt BUSHING WASHER(TYP.) - 28 a vi SCHEDULE FOR M N X. _ T 't N LU .21 C4 � I ( fl TWO 1/41.0 WOOD zs 0' — .21 1111/11 En 6 LAG SCREWS(uT 21,•• C4 CONNECTION TYPE �I I .250 ow 4 O.0 MAX WITH 2" REFERENCE ANCHOR 1, THREADED PENETRATION p SCHEDULE FOR MAX. �� °+D "T"INTO CENTER OF 2X STUDS /m. SPACING �N M I 1B 8 EMB."T' 14 SMS Col MIDSPAN BETWEEN /9'/' w I. �W `3 STUDS FOR TRACK TO 1"x 4" / - n PLYWOOD R TUBE CONNECTION / EXISTING HOST STRUCTURE n STUCCO FINISH 1"x 4"..125" 6063-T6 ALUM.TUBE (n1 p THIS DETAIL TO BE USED WHEN STUD SPACING O DECORATIVE FLOUR TRACK DETAIL �J WALL MOUNT SILL DETAIL w EXCEEDS 111E MAX.ALLOWABLE ANCHOR SPACING. SCALE:3"=1'-0" v SCALE:3"=1'-0" - EE _ �� t: O WALL MOUNT SECTION THIS DETAIL MAY SCALE:3"=1'-0'• ALSO ATBT OPSEO rfYi o F�F Go3� ACCORDION SHUTTER Ix S ] PER PRODUCT APPROVAL F o —GLASS I- .,I MN GLASS OR DOOR N 2 iO SEPARATION 13 7 1l1 �� XS IA n PER TABLE n EXISTING WOOD IG=0.421 >3 APPLICABLE AT TOP zTRUSS RAFTER � AND OR BOTTOM X 4 X Z¢ (�➢24•'MAX.D.C. t-1/2•T-t/2" ¢ a 2"OR3" N E M EXISTING FINI511 I I I MATERIAL 1/2'MIN. 5 6 _ 1/4"MAX.FROM PIN GUIDE 2"x 5-'x 1/8"6063-T6 Y TO BUSKING WASHER IT YP 1THREEii _B3 � T ALUM.ANGLE 4!/ I I F SS 2'%3'%3p`N CONTINUOUS OR 2.175. 16 C71/4"TILE 1/4"O WOOD LAG - G 2'%2'%I/B"%CONTINUOUS FINISH MATERIAL SCREWS WITH 2-3/4" 6061-T6 ALUMINUM ANGLE MINIM UM THREADED 3/L"PLYWOOD PENETR."T•'IN WOOD Cal 5 G MIN..THICK 6061-T6 ALUM TRACK XX — 1/4"m A325 GRADE THRU BOLT(d 7"O.C, EACH RAFTER OF TRUSS. y 1 FASTENED TO ANGLE WITH 1/4-20 .`• OR S/t6'•0 A325 GRADE THRU BOLT(nl 12"❑C. ANGLEFASTENEDTO E 24'•O.C.MAX WHERE MACHINE SCREWS AT 3"FROM ENDS GAL V.OR 5.5 ANGLE EXTENDS BEYOND EXISTING-3 KSI CONCREIE - - _ AND 9'O:C.FOR THE BALANCE - - -HOST STRUCTURE WITH EI B �— 1/4"0 ELC0 ULT RACON TO CONCRETE/CMU. LAST TRUSS MORE THAN n 6 1/�"p ELCA ULTRACONS AT 6", EXTEND ANGLE TO u � EXISTING CONCRETE HOSE 5"O.C.W/1-1/4"MIN.EMB. w 3"FROM ENDS AND 4'D.C. 2-1/P MIN. STRUCRIRE(30D0 P51 MIN) OR 1/4"0 LAG SCREW LID 9"O.C.w/1-7/6'. NEXT TRUSS. FOR BALANCE WITH 1�/� MIN.EMB. IN WOOD SG=0.42.TO 0.55. MAX.DESIGN LOAD AT 5'-0"HNC SPAN: 13 MIN EMBEDMENT AND 2 t 62 V.S.F. EXISTING COIJCRE7E, .IN EDGE DISTANCE, HOLLOW BLOCK OR mL79'A¢ OOPIWaIff11N11L�IWWPE STAGGERED WITH 3'MIN. MAX,DESIGN LOAD AT W-0"MAIC SPAN: WOOD FRAMING.SEE x z a z I- SPACING,TYP. t 52 P.S.F. ANCHOR SCHED. 2"x 5"x 1/B"CONT. ¢z¢¢ 15-2339 ALUM ANGLE 16063-76) o 0. BASED ON TYPE OF Y u N SCALFJ p HO BUILDOUT MOUNT STRUCTURE IMAX.DESIGN LUAO z 72 P 5 F) a FACE DESMI ON, SCALE.NTS Hb PASS THRU DETAIL TRUSS MOUNT SECTION SCALE:3'•=1'-0" O SCALE:3"=V-0" �� EXISTING HOST ALT.LEG DIRECTION 1 FFeOWLbst9jAR[39.RE-. STRUCTURE 1/4"ALL POINTS SOLID SET ANCHORS WITH 7/8"MIN _!7j •')' 12•MIN FROM EDGE OF ACCORDION ROUND WINDOW EMBED IN CONCRETE OR HOLLOW BLOCK,3"MINIMUM � •'rl_.L /moi/ EDGE OF SHUTTER, SHUTTER BLADES ASSEMBLY 1/2" SPACING,AND 3-MINIMUM EDGE DISTANCE .�11 -.I AX (2)6063-T6 ALUMINUM TOP OR BOTTOM ANGLES PER BEAM END,SIZE D - 6549 1R' PER SPAN TUBE SCHEDULE 7� EMBED. I SPAN TUBEPER - ' DESIGN SCHEDULE ,Del ACCESS HOLE 1/4-20 MACHINE BOLT W/NUT 0 �Q E F~ EDGE OFACCOADION z .(L'•• M• SHUTTER BLADES (3 - '12"O.0 OR 814 x 3/4°SMS 6"O.C. 3.5"MIN �+ TYPIGILJ 1/2"MAX. 3'MIN ,I 5 6 C I �QO (gIc] EDGE 3 16 2.875"0 HOLE(TO RECEIVE DISTANCE 3t ROUND WINDOW ASSEMBLY) EXISTING Q SEPARATION t3 wa o (Zj1 8"IS MAXIMUM OF 3 WINDOWS 2 PER EVERY OTHER BLADE G DOOR - x o EII N sH i LIGHT-N-VIEW WINDOW 3'MIN 1/2'MAX S N:T.S. EXTERIOR ELEVm DISTANCE vJ In zpNS 6 `00 bZ 3 16 1/L"IiAX.fROM PIN GUIDE n TO BUSHING WASHER(TYP 1 q 1/4-20 MACHINE BOLT W/NUT Q 1/2' ACCESS 12"OHOLE .0 OR 814 x 3/4'SMS 6'O.C. m E 2.875'0 HOLE TO I- SPAN TUBE PER W RECEIVE ROUND EMBED. DESIGN SCHEDULE WINDOW ASSEMBLY _ It S' 1/2• (2)6063-T6 ALUMINUM ANGLES PER BEAM END,SIZE rn I �rt PER SPAN TUBE SCHEDULE .� n 0 m EXISTING p B,xd HOST �/4 O THRU BOLTS SEE BEAM - zm<• STRUCTURE SCHEDULE FOR REQUIRED NUMBERS -c 1/4"ALL POINTS SOLID SET ANCHORS WITH 7/B•MIN EMBED IN CONCRETE OR HOLLOW BLOCK 3"MINIMUM FF IB SPACING,AND 3'MINIMUM EDGE DISTA C3 C p 0,125' {(--0.125' 0.032" 0.032'{ MAX.DESIGN LOAD- 772 PSF ¢ o0 5 SPAN TUBE SECTION p 0.196' / \ B N.T.S. VERT SECTION 73 F SPAN TUBE SCHEDULE `1 I ALLOWABLE TUBE NUMBEROF MBEROANCHORS ER MMIMUMANGLE d I ,¢¢� ROUND BE SHUTTER{ SPIN 7HR11-BOLTS ANGLE LENGTH + U WINDOW TOP BOTTOM TOP BOTTOM TOP BOTTOM TOP_T BDTTT7M 1 I ASSEMBLY TUBE TUBE TUBE TUBE TUBE TUBE TUBE TUBE d m 80' 123.8• 135.2" 2 2 2 3 4• 7• @ esXxIiN ' 101T 106.9' 2 2 3 3 T i r 3 a I�a d a i 123• 89.8' 94.4'- - 2 2- 3 '"3 _ - r'--' � BO' 129.1• 167A' 2 2 2 _ 3 4' 7' 0125 98• 114.8" 124.1' 2 2 _3 3 r I r L / 723• 192.8• 189.8'- 2 2 4 -a-' 10" 10- ggg \ 80' ,38A• 198.9' 2 2 3 3 r 7- - - -- -- ---- \_- B6• 1727• 1Bs.T 2 2 3 4 7' lo. - 02.875" m3.25p" 0.128' 173' 1915.4` 137.6' 2 3 a 9 10' 13' I o0• 168.1' 240.0' 2. 2 3 4 r _10'_ t ge! 0.160'5 140.8'_ 228.9' 2 _3 470• _ ® •�6 29 LIGHT-N-VIEW WINDOW `� �/ 173" 1322' 203.1• 3 4- 5 7 13' 1B' WPiF�i1SJM1lLiA9J3OPE N.T.S. 'SABIC PLASTICS SLX1431T UL 94HB - SPAN TUBE SX HEOULB NOTES:"ANGLES FDR 2 FO 'x5"&2°X6•BEAMS. 15-2339 2. USE 2';5'x1/4"ANGLES R 2"x6"&2'x10'BEAMS. , - 3. USE BEAM SCHEDULE FOR DETAIL 318, tN9SPFFa��4 11 4. TOP&BOTTOM BEAMS MAY BE USED TOGETHER OR 1N COMBINATION WITH OTHER CONNECTION DETAILS.WHERE USED TOGETHER,BEAM MUST BE LIMITEDTO TOP BEAM SPANS. S. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND (� 2 BLADE W/ ROUND WINDOW BELOW THE BEAM.MID-SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS, 9 S ANCHORS ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS 8. N.T.S. EXTERIOR ELEV 6. LAP BEAMSDARE NOT ALLOWED. no 7. ALL BEAMS AND ANGLES TO BE 6063-TE ALUMINUM. ANCHOR SCHEDULE: CONCRETE PRPEOM AHx1 25"MIN EDGE DISTANCE Spans UO To 6'-0" Spans Up To 8'-3" Spans Up To 12',0" �� r G LOAD CONN TYPE CONN TYPE CONN TYPE ' 8= ANCHOR (�Q CI C2 C3 C4 CS CL C2 C3 C4 CS C1 C2 C3. C9 CS _ No PE00q 1/4'r W TAPCON OR ELCO 43_ 16.0"36.0"15.0"mer.16.0"16.0'16.0" 9.0^ 33,0"16.0"16.0 9.5 5.5' 8.5" 14.5" ULTRACON WITH 1-3/4" _.1 16.0"16.0"10.5"34.5'18.0"16.0'32.0" 7.0" 30.5 36.0"35.0" 7,5" 4.5' 7.S' 10.5" EMBED(3192p51 MIN CONC) 62 16,0"16.0" 8.5" 12.5'16.0"16.0" 9.5' 5.5" 8.5" 15.0"15_0" 7.5" 4.5" 7.S 10.5" -_ .Z QH S ' 70 36.0"13.0" 7,0" 11.0"16.0"15.5" 0.0' S.0" 7.5" 11.5"15,0" 7,5" 4.5" 7.5' 10_5' 7 / e COMOINA TIOIQ.� .• S7A7'EO d - Q$ 100 19.0" 7_5'• 4.S" 7.5" SO.S"15.0' 7.S' 4.5" 7.5" 10.5'15.0" 7.5" 4.5" 7.5" 10.5' 2 x S(TYP. 9 / 10 COM13INAIIOIG• 1/4'MILLENIUM MILLFAST 43_16.0_16.0"15.0"16.0'16.0"16.D"16.0" 9.0" 33.5'16.0"16.0" 8.5" S.S' 9.0" 13.5" ��s'-'•��RID 4J N WITH 1-3l4"EMBED(3275PS1 53 16.0"16.0"13.0"15.0"16.0"16.0"11.0" 7.0" 10.5"16.0'13.5' 7.0" 45" 7.S 9.S 0 AL 1�. oN x MIN CONCRETE) 62 16.0"15.01' 8.5" 13.0".16.0"16.0' B.S' 5.5" 9.0" 13.5'13.5" 7,0_ 4.S' 7.5" 9_5" /71title.1 V, VW O S . ' 70 LOA"12.0' 7,0•' 11.0"16.0'•14.0" 7.0" 4.5" B.0" 10.5'13.5" 7.0" M1.5" 7.5" 9.6" 13.5_ _ 100 13.5" 7.0" 4`5" 7.S' 9.5" 13.5" 7.d' 4.5" 7.5" 9_5" 33.5' 7.0" 4_5" 7.5" 9_5" 1/4'ELCO CRETEFLEX 43 16.0"16.0"16.0'16.0"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 IT YP.1 2 x 5(7YP.) Z pd SE2i OK W/2-EMBED(3359Ps1 MIN 53 16.0"16.0"16.0'16.0"16.0"16.0"16.0"10.0"iS.S'16.0 16.0"30.01 6.5" 11.0"14.0 W W O N 0 W CONC) 62 16;0"16.0"12.5'1fi.0"16,0"16.0"12.5 8.0 33.0 16.0 16.0"10.0 6.5" 11_0"14.0" 3"C,' l (1lUM1C8 70 16.0"16.D"105" 16.0"16.0'10.5" 7.0" 11.5'15.0"16.0"70.0" 6.5" 11.0"14_0" Ulg bxu=1 lOD 16.0"10.0" 6.5" 11.0"14,0"16.0']0.0" 6.S' 1LW 14.0"16.8"IO,d' 6.5' 11.0"1401ow 6] _ I•MIN EDGE DISTANCE NOTE. "S"INDICATES ANCHON SCHEDULE SPACING rWiO cl a © c4 CS Cl c2 cl C4 CS a Cz c3 c4 cs SPACING DIAGRAM FOR CZ & C4 CONNECTION TYPE: 1/4'DW TAPCON ORlLCO 43 16.0"16.0" 7.5" 8.0" 16.0"]6.0'16.0" 5.0" 5.5" 16.0"16.0•' 9.0" 3.0" 4.0" 34.0" - C2 CONNECTION TYPE USING PIECE QO WITH OUTSIDE ULTRACON WITH 1-3/4" 53 L6.0"16.0" 5.5" 6.S 16.0"16.0"12.0" 4.5"'16.0'14,5' 7.5" 10.0" ANCHORS ONLY G EMBED(3192p51 MIN CONC) 62_16.0"155" 4.5 5.5" 16,0"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"35.0" 7.5' 11.0"14.5• 7.5" YO_0" OUTSIDE ANCHORS ONLY ` _ 100 1a.5" 7.S 10.0"L4.S 7.5' 10.0"14.5" 7.S' 10,0" 1/4"MILLENIUM MIl1FAST 43 16.0"16.0"11.0'13.5"16.0"16.0"13.0" 6.5" 9.5" 16.D"13_0" 7.0" 4.0' 6.5,-.70.5- 9. .5" ]0.5" H WITH 1-3/4'EMBED(3275ps1 53 I6.0"1fi.0" 8.0" 11.0"16.0"16.0' 9.0" 5.0' 7.5" 16.0"10.5" 5.5" 5.5" 7,5" ANCHOR NOTES: 0 MIN CONCRETE) 62 16.0" 9.5" G.o" 9.0' 16,0'13.5' 7.0" 4.0" 6.5" 11.0"10.5" 5.5 5.5 7.5" 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ~ $ 70 16.0" 9.5^ B.0" 16.0"i"S SS'• 5.5" B.5" 10.5^ 5.5•' S.5" 7.5^ ONLY.ALLOWABLE SHOW SHUTTER SPANS FOR SPECIFIC LOADS MUST BE N�'�<� p 1DO 10.5" 5-5" 5.5' 7.5" 10.5" S.S' S.5" 7.5 10.5 5.5 S.5' 7.5' LIMITED TO 73105E SHOWN IN TABLE 1(Pg 1). pv°K n L{ 0 1/4'ALL-POINTS SOLID-SET _1-YJ4'MIN EDGE DISTANCE 3 Cl C2 C3 C4 6 CI C2 C3 C4 cs Cl a C3 OL GS 2• ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, _m. u ANCHOR W/7/8'EMBED& ANCHORTYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR 1/4-20 SS MACHINE SCREW 43 16:D"16.0' B.5" 10.5 16,0"16.0'32.0 5.5�' 7.5" 16.0"12,5 6.5" 3.0" 5_0" 10.D" EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER E (3000ps1 MIN CONC) 53 16.0"15.0•' 6,5 B.d' 16.0 16.0" B.5i7 a.0" 6.a" 15.5"10.0" S.o" 4.0" 7,0" THAN OR EQUALTO SHUTTER SPAN. 62 16.0"11.0" 5.0" 7,d' 16.0"ILS 6.S' 3.5" 5.0" 10.0"10.0" 5.0" '1.0" 7.0" 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. W o •� 70 16.0 9.0" 4.5" b.d' 1fi.0"10.5 5.5" 3.0" 4.0" 8.0 10.0 5.0" 4.0 7.0" c 3 e 100 10.0" 5.0" 4.0" 7.D" ]0.0' S.0" 4.0` 7.0'• 10.0" 5.0" 4.0" 7.0 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER m g 1/4'ALL-POINTS SCUD-SET 3'MIN EDGE DISTANCE ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE - ANCHOR W/7/6'EMBED& C3 C2 C3 C4 C$ C3 C2 c3 C4 C5 C1 C2 C3 fA CS CONNECTION TYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF 1/4-20 55 MACHINE SCREW 43 16.0"16.0"36.0"16.0 16.0"16.0"16.0" CONNECTION TYPE. (3o00pe1 MIN CONC) 53 16.0"16.0 13.5"16.0"16.0"16.0"14.0" 8.S' 13.5^16.0•'16.0^ 8.5" 5.5" 9.5 12.0 5. ALL CONCRETE ANCHORS SHALL BE 1NSTALIED TO NON-CRACKED CONCRETE 62 16.0"16.0"10.5'16.0"16.0"16.0"11.0" 7.0 31.0"16.0 16.0 8.5 5.5" 9.5'• 12.0" ONLY. 6 70 16.0"115.0"1 9.0 14.0 16,0 16.0^ 9.0 6.0 10.0 33.0 16.0 8.5 5.5 9.51' 12A" Fi 0" 8.5" 5.5" 9.5"112.0-0.0-18.5" 5.5 9.5•'112.0"116.0"18.5" 5.5" 9.5" 12.0" 6. THE CONTRACTOR IS RESPONSIBLE ENSURE THE ANCHORS ARE INSTALLED 100 16. IN ACCOORDRDANNCECE WITH MANUFACTURERS'RECOMMENDATIONS.FJ'1Bl71MENT 1/4'POWERS SS DROP-IN 2-5/8•MIN EDGE DISTANCE __ LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER FINISHES. e W/1/4.20 SS BOLT AND *36...'0 C2 L3 C4 CS C3 Q C3 C4 CS Cl C2 C3 C4 CS K`9 a ,r 1'EMBED(3000ps1 MIN 16.0"14.0'16.0 16.0"16.0"]4.0" B.0 12.5 16.0"14.0" 7.5" 5.0 8.0" 11_S 7. WHERE FUCISfING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDI710N5CONC) 16.0" 9.5" 14.0"16.0"16.0" 9.5 6,0 10.0"16.0"11_5" 6,0" 4.0" 7.0" 0" VARY.FIELD VERIFY THAT FASTENETLS ARE INTO AD UATEWOODFRAMINGq�--� 2.07.S S.D" B.5" I1.S'11.5 6.0 4.0 7.0" 8.0" MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD ACCEPTABLE ONLY FOR"t}"'--'�' L0.0" 6.5Io.S"16.0"i2.0" 6.0" 4.0' 7.5" 9.0" i1.56.0a.D7.0" 8.D" SIDE CLO�URE PIECES.6.0 4.0 7.0" B.0" 11.5' 6.0 4.0 7.0 B.0" 11.5 6.0 4.0 7.0" 8.0" 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER S ii G }I/2'MIN EDGE DISTANCE SHALL BE LOCATED IN CENTER OF NOMINAL 2"x 4'(MIN. WOOD STUD.3!4' 1/4'POWERS SS DROP-IN EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING.LAG SCREWS SHALL ®� 6 m W/1/4.20 SS BOLT AND Cl C2 C3 C4 I CS I Cl I Cl I C3 I C4 I CS I Cl I C2 I C3 04 C5 HAVE PHILLIPS PAN HEAD OR MIX HEAD• B p9t -- 1'EMBED(300DpsI MIN -43 16.0"16.0"15.0"16.0"16.0"16.W'14,5" 9.0" 13,5"36.0"15.0" 7.5" 5.0" 9.D" 12A" 9,, MACHINE SCREWS SHALL HAVE MINIMUM OF 1 2'ENGAGEMENT OF THREADS IN CONE) SO.S'S' 6.0" 4.0 7.5" 8.5 BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER !< 9.0" 12.0"12.0" 6.0" 4.0" 7.5" 8.S' HEAD(SIDEWALK BOLT),U.O.N. 6,S' 4.5'71 8.0 9.5 12.0 6.0 4.0' 7.5' 8.5 0 DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 9 100 12.0" 6.0" 4,0" 7.S' 8.5" 12.0" 6.0" 4.D" 7.5 B.5" 12,0 6,0 4.0 7.5 8.5" . y __ _ _ r MIN EDGE DISTANCE DESIGN S I TEANCHORS1WHHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, R125M5 W/2'EYEWALL CI C2 C3 C4 CS Cl C2 C3 C9 C5 C1 C2 C3 03 CS NUT OR0WIR71TRUM(L®/NWPE ARMOR INSERT W/2"EMBED 43 16.0"16.0"11.5'14.0"16.0"16.0"16.0" 7.5" 10.0'16.0"16.0" 9.0" 4.5" 6.5" 13.5' 1L MINIMUM CONCRETE STRENGTHS AREAS INDICATED IN ANCHOR SCHEDULE. 15_2339 (2000pSI MIN CONC) 53 26.0"!16.0"16.5" 11.0"16.0"16.0"11.5' ST' 8.0" 16.0"14.0" 7,0" 3.5' 5.5" 30.d' 11 WHEN ANCHORING TO HOLLOW BLOCK SDS DRILLS SHOULD NOT BE USED TO 62 16.0"15.0" 7.0" 9.5" 16.0"16.0' 9.0" 4.5" 6.5" 14.0"14.0' 7.0" 3.5' S.5" 10.V' DRILL - ADRILL INTO HOLLOW BLOCK NOR SHOGLD IMPACT DRILLS BE USED TO INSTALL 0"12-0"16.0- rue II�DrMDu, 70 16. 8.0" 16.0"14.5' 7.5" 4.0" 6.0" 7.0 3.5": 5.5 ,0"" 10CONCRETE SCREWS TO HOLLOW BLOCK 100 144.V 7.0 " 3_5" 5.5" 100"14.0" 7_0" 3.5" 5.S' 30.0"14,0" 7.0 3.5" 5.5" 10.0" " *12 SMS W/2.75•EYEWALL �3 16.0"16.0"16.0"16.0"16.0"16.0"16.0"10.0"14.0"16.0"16.0"11.5"6,0" 9.5 16.0" ' _..._- _ ARMOR INSERT W/2.5" S3 16.0.16.0 12.0 IB.O"16.0"16.0"]5.0" 7.5" 31.0"16.0"16.0" 9.0" 5.0" B.0" 13.0" 91 EMBED(2000pSI MIN CONC) 62 16.0'16.0" 9.5" 13.5"16.0"16.0'11.5' 6.5" 9.5" ]6.0 16.D" 9.0" 5.0" 8.0" 70 16.0"16.0" 8.0" 11.5"16.0"16.0" 9.5" 5.5" B.5" 14.0 16.0" 9.D" 5.0_ 1 13.0" ll\V�r7Jf' 100 16.0" 9.0" 5.0" 8.0" 13.0"16.0" 9.0" 5.0" 8.0" 13.0"16.0" 9.0" 5.0" 8.D" 13.0" `l 3-1/5'MIN EDCE DISTANU ' !► ® C1 I INC cs EC NN TYPE CONN TYPE C1 C3 I C4 I CS ,HMEEGIEMSI EMBED(2899psl WN MUM MIMI ; ®® El ,- .. . NEMEMEI�EC�EL•�E�E� • OHM 1 -oilEFS®[�®� EI•� �' MW •�mm , o m mo mmt>s mmo©o©mr-�©�, �� • � MEMEMM KKR 19MEA �„/,1�O� NO"HIMMAMN 17AMM M %/moi,%///'////,f/%i/�!�%j///�/%%//. %/ ' - ,_._ w.._. �aiai�ii ��ifii ii/ ani, • �iS OR 1-2/4'EMBED EIS • �i �m /iiia f/�////�M/iii/a maiiaiirii/N. mm iii/7 r//,i111A WN/�r////// iiiii iii/�ii//�i//a��//i/aa�iiiii/�//, �iii� �is iiiiiii��KIM ANCHORWI NNIMMIN V1111 EE 1-1/4-EMBED so Ell 1811 �maODDm©mom m©0[31®00000®DDO©t3l0©R31W. o%////FFA ¢� mmm WEI M�%////%////C�ii[l�il ` ■ ®©m©m©mmi©m mc�mmmm©©o©mmot� c EFF£➢ "' %//%/�///%/ MM%O/%i%/ %///i ' %%//////////!/OW /'//y/�//.�IIEEI�' Q�IFi���%/////®�M %//%i%/ i/ %/ %/ ® %///%® %l _ yiyii/, �i/i. � 0MEM a ®i//iii��iiii�i�iiiiio moi/ 10 ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCKIRAN LaENNARDD,P:E. er'EDob6sbv Y MIN EDGE DISTANCE C1�`.•• �i Ci Spans Up To 6'-0" Soans Up To 8'-3" Spans UD To 12'•0" o LOAD CONN TYPE CONN TYPE CONN TYPE Q z ANCHOR (PSB C! C2 I C3 C4 CS C3 C2 1 C3 C4 CS Cl I C2 C3 C4 CS `* No PEO04654 i12 SMS W/2"EYEWALL 43"- 16.0"Ifi.O" 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 W/1-1/4' 53 16.0"30.5" 5,0" 7.0" 16.0"11.0" 6.0" 3.5" 5.0" 11.0" 7.0"�31-- 3.5' 0" _EMBED14:0" 7.5" 4.0" 6.D" .5" 9.0 .5' 4.0" 7.0° 7.0" 5' Q70 1.1.5" 6.0" 3.5" 5.5" 12.5" 7.5" 3.5" 3.5" 5.5° 7.0" 3.5' S.0" "'.n•, STATE OF WPI___ _--_ _._ _-100 7.0 3.5 3.5 5.0 7D" 3.5" 3.5" 5.0" 7.0" 3.5" 5.0° IA.�ORIOA„�- .?LLQ , ANCHOR SCHEDULE: WOOD (G=0.55 L111,ENoW uFFF�tttgg FS - - 3/4-MLN EDGE DISTANCE (lifn �- i 0< ri Spans UO To 6'-0 Spans Uo 7o B'-3" Spans Up To 12'-0" u �a m$$0,0 p - LOAD CONN TYPE CONN TYPE CONN TYPE Z i ANCHOR, (P`'U Ci ' C2 C3 C9 C5 CS C2 C3 Ot C5 C1 ' C2 I C3 I C4 CS W 1/4'LAG SCREW WITH 1-3/4 43 16.0"16.0"11.5"12.5"116.0116.011116.0"17.5" 9.0" 16.0"16.9114.F-14.5"16.0" 16,0" v3 `3 MIN THREAD PENETRATION 53 16.0"16.0" 8.5" 10.0"16.0"16.0"L8.0" 6.0" 7.0" 16,0"16.0"LLS" 4.0" 5.0" 16:0" IB Of 62 16.0"L6.D" 7.0" 8.5"16.0"16;0"14.5" S.W. 6.0�' 16.0"16.0"11.5" 4.0" 5.0" 16,0" p W m 11StRs' 70 16.0"16.D" 6.0" 7.S" 16.0"16:0"12_5" 4,0" 5.51• 16.0"16.0"SLS" 4.0" 5.0" 16,01 .W4 O __-O ._ 100 16.0"11.5"4,0" 5.0" 16.0"16.0"11.5" 4.0" 5.0" 16.0"16.0"11.5" 4.0" 5.0" 36.0" �+ 7/16-WOOD BUSHING WITH 43 16.0"16.0" 8.0" 10.0"16.0"15.5° 8.5" 4,5" 7.0" 15.5' 8.5•' 4.5" 4.5" 7.0" R 1.13'MIN EMBED®1/4-20 53 L6.0"10.5" 5.5" 8:0" 16.0"110" 6.0" 3.5" 5.5" 11.0" 7.0" 3.5" 4.0" 5.0" G SS MACHINE SCREW 62 14 V` 8.0" 4.5" 6.5" 14.5" 9.0" 4.5".3.0" 4.5" 7.0" 7.0" 3.5" 4.0" 5.0" F o ,Lmnn. 70 12.0" 6.0" 3.5" 5.5" 12_5' 7.5" 3.5" 4.00' 5_5" 7.0" 3.5' 4.0" SA" Oo ff''^^���N,, L00 7.0" 3.5" .0"4 5.0"J707'- 3.5" 4.0" 5.0° 7.0" 3.5" 4,0" 5.0" 3 i14 SMS OR i14 WOOD 43 16.0"16.0"12.5'14.5"116.0116.16_0"16.0" 8.0" 10.0"16.0"16.0"11.5" 5.0" 7.01' 16.0" y $ SCREW WITH 1.3/4°MIN 53 16.0"16.0" 9.0" 11.5"16`0"16.0°15.0" 6.0" 8.0" 16_0" 6.0 1 " 5" 9. 4.0_' S.5" 13.0" W THREAD PENETRATION 62 16.0"16.0" 7.5" SSpOppp .5" " 5.0" 7.0" 36.0 16 095 4.0 S5" 13.00"16.0 11.5 5" B:S' 16.016.0"10.0" 4.5" 6 " 14.0" 95" 4.0" 55 1370 6.0 0 6. 10 5 13.0 "D 6 5 .5' 3Am Oa r� ANCHOR SCHEDULE: WOOD (G=0.42) pLr� Zm< � g3/4°MIN EDGE DISTANCEFF - Soans Uo To 6'-0" $pans Up To 8'-3" Spans Up To 12'-0" `5 O, ANCHOR LOA CONN TYPE CONN TYPE CONN TYPE °' S m Cl C2 C3 C4 CS CI C2 C3 C4 CS Cl C2 C3 I C4 I CS 1/4-LAG SCREW WITH 1-3/4 43 16.0116.0"19.0"9.0" SD,O"16.0"16.0"116.0"15.5" 7.0" 16.0"116.0"1 9.5" 3.5" 4.5" 15.0" MIN THREAD PENETRATION 53 16.0"16.0"16.5" 8.0" 16.0"16.0°12.S" 4.5'1 5.5" 16.0"15.0" 7.5" 3.0-A.0- 110" TQ R 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" 11.0" a5 '1 70 160"13.5" 4.5" 6.0" 16.0"16.0" 8.0' 3,0" 4.0" 11.5'L5.0" 7,5" 3.0" 4.0" 11.0" ° 100 15_0"7.5" 3.0" 4.0" 11.0"ISV 7.S' 3.01,3.0" 4.0•' 11.0"15.0" 7.5" 3.0" 4.0" D i14 SMS OR i14 wODO 43 16.0"16.0" B.5" 10.5"16.0"16.0"12.5" 5.5" 7.0" 16.0"13A" 6.5" 3.5" 5.0" 10.5" SCREW WITH.1-3/4'MIN 53 16.0"16.0" &S' 8.0" 16.0"16.0". 8.5" 4.0" 5.5" 16.0"10.5" 5.5" 2.5" 4.0" 7,5" 3 THREAD PENETRATION 62 16.0"11.5" 5.0" 7.0" 16.0"13.0" 6.5" 3.5" 5.0•' 10.5" 5.5" 2.5" 4.0" 7.51 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.S' 4:0" 7.5"_ ' 100 10.5" 5.5' 2.5" 4.0" 7.5" IO.S" 5.5' 2.S" 4.0"17.5- 10.5" 5.5" 2.5" 4.0" 7.5" a 8 ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK °e 4"SMINpo EDGE DISTANCE . G' Soans Un To 6'-0" Spans Uo7o B'-3" Sens Uo To 12'•0" 0 rn 62 LOAD CONN TYPE CONN TYPE CONN TYPE n _ ANCHOR wn CS C2 C3 C4 CS Cl i C2 C3 I C4 CS Cl C2 C3 C4 CS ° - - - 5/16'ITW TAPCON XL W/ 43-16.0"116.0"116.0"116.0"16,0"16.0"116.0"15.1)"116.0"116.0116,0"15.0" 9.0"-114.0"116.0", -- "� 2-1/4'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 q ®[ate 62 16_0"16.0"14.0"16.0"16:0"16.0^15.0" 9.0�' 14.0"16.0"L6.W 12.01 7.5" 12.0"16.0" 1. 70 16.0"16.0"11.5'16.0"16.0"16.0'112.5" 8.0" 12.5"16.0"16.0"A2.0" 7,5" 12.0".16.0" - 100 16_0"iz�a"I"I 7.5" 12.0"1 D"16.0°12_0" 7.5" 12.0"16.0"16.0"))12.0" 7.5" 12.0"16.5; 5/16'ELCO ULTRACON W/ 43 N.F.L6.0"110.5"39.0"16.0"16.0°10.5' 6.5" 9.5 16.0"11.0"i 5.5" 6.5"19.0" rovrWROfAAN(LIBtY7mo�1! 9 2-I/4°MIN.EMBED 53 16.0"13.5' 7.5" 11.0"16.0"14.0° 7.5" 7.5" 13.5" 9.0" 6.5" R m 61 16.0"L0.0". 6.0" 9.0"116 0"11.0° 5.S' 6.5" 9:0" 9.0" 6.5" 15-2339 70 15.0" 8.0" 5.0" B.0" 15.5" 9.5" 5.5" 7.0" 9.0'• 9.0" 5.5" 6.5"9.D" 6,5" PAo!DEyplIpftyN_{ 2"MIN EDGE DISTANCE - 'C ,_CS _[2 C� [4 CS CL_ C2 C3 04 CS CS C2 C3 CO CS Cor i12 SMS W/2^EYEWALL 43 L6.0"16A" 9.5" 11.5"16.0"16.0°14.0" 6.0" 0,0" 16.0"14.5"'7.5" 3.5" S,5" ARMOR INSERT W/2'EMBED 53 16.0"16,0" 7.0' 9.0" L6.0"16.0" 9.5" 4.5" 6.5" 16.0"11.5" 6.0" 70 1616^D"10,5" S.0" 6.5" 16.0"12.5' 6.5" 3.0" 4.5" 9.0" 115" 6 0" 3_0" 4.5" 8.5" ANCHOR NOTES:SEE SHEET �� 1D0 11.5" 6.0" 3.0" 9.5" 8.S' 11.5" 6.0" 3.0" 4.5" B.5" 11.5" 6.0" 3.0" 4.5" 8.5" 9 FOR ANCHOR NOTES.