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HomeMy WebLinkAboutProduct Approval a. rZ,a ;� BCIS Home Log In User Registration i Hot Topic Submit Surcharge Stets&Facts i Publications j FBC Staff 1 BCIS Site Map Unks ¢Search bProduct Approval r 0 USER:Public User - rtsw�+x3 Product Approval Menu>Product or Application Search>Application List>Application Detail r` FL 57-R6 Application Type Code Version Mp Application Status Comments Archived Product Manufacturer Town and Country Industries, Address/Phorie/Email 400 d 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 EhuEel:s Subcategory don 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 R6 COI Indeol.odf FL13757 R6 COI Indeo2.odf 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 Eouiv Eatlivl.udf FL13757 R6 Ecuiv Eouiv2.3df FL13757 R6 EOUIy Ecuiv3.Ddf 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 0 8/2 2120 17 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.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 FL137S7 R6 AE Evail.odf span/pressure combinations and additional limitations of Created by Independent Third Party:Yes use. 13757.2 6.8 Streamline Shu Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions roved for use in HV , es FL13757 R6 TI Dwa2.odf App utside 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 Eva12.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.odf 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 B--! Next Contact us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The state or Florida Is an AA/EEO employer.Copyright 2007-2013 Stale 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 notsend 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 emaits 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: ® ec:. Cradt Card Safe 1 tl i 8- STREAMLINE SHUTTER t.� i)11 FFJ/ FRANK BENIURCO PE FOR USE WITHIN AND OUTSIDE THE HVHZ GENERAL NOTES: 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE'FLORIDA BUILDING = NQ PE004654 r CODE SIXTH EDITION(2017] FOR USE WITHIN AND DUTSIpE THE HIGH VELOCITY HURRICANE 20NE,AND THE INTERFIATI6N I.BUILDING CODE(IBC)AND INTERNATIONAL RESIDENTIAL CODE IRC).THIS SYSTEM MEETS MISSILE LEVEL"D"AND INCLUDES ESSENTIAL FACILITIES AS DEFINED IN UNU14rn D WIDTH M E1996-09.SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. SECTION 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE SEC �� ,. SrATE of .y $ DETERMINED PER'SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE 'i S)S,'<�Rlor+„• oySU m q`�0 REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE CIO LB i43 FLOkkIDA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY A5 SHOWN. /1 I1 w o�_ 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E1886/E1996 E330. �( wj<� 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 SAFETY FACTOR. a 9 £i S. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND Z 6- ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL PLAN VIEW W u�wlog 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 �y S LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. 7d N w 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE N w R. DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR .+G WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd-0.85 m SHALL BE USED, 8. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC s c SITE. x m 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME a PRODUCT APPROVAL USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER a+ H p 61GIS-23 OF THE FLORIDA ADMINISTRATIVE CODE. w$ i0. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM y o 4$ THE STRUCTURAL SUBSTRATES DETAILED HEREIN. c a 11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL os§S DOCME12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING HURRICANE PROTECTION 3` OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIGINED,DATED AND TRACK Q SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE rr[J DEVIATION.AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS1FlER APPROVAL LOCKING MECHANISM,SEE S 13. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE RUILOWING MINIMUM TYPICAL PLAN VIEWS 333 INFORMATION: TOWN&COUNTRY INDUSTRIES 5 ' FORT LAUDERDALE FL TYPICAL ACCORDION $14 MISSILE LEVEL D-ASTM E188� E1996'&E330 1 SHUTTER ELEVATION TAS 201 202&2 3 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 K.S.I. MINIMUM SEPARATION FROM GLASS 15, ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A 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. 16. 'ALL SHUTTERS SHALL HAVE A LACKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR NON-HVHZ ESSENTIAL $ BOX LOCK AT CENTER OR SIDE CLOSURE. - HVHZ FACILITIES 3 T 17.- TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. 18. FLOOR TRACKS MAYBE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. SHUTTER 19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 1011. SPAN INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS 20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. 5 30'ABOVE >30'ABOVE 5 3W ABOVE >30'ABOVE 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. (TRADE GRADE GRADE GRADE ,���yl g 22, SHUTTER MAY BE INSTALLED WITH UP TO(2)ADDITIONAL BLADES OF SLACK.. u ll 23. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 72" 2-1/4" 1-518" - 2-M8" 1-5/8" Hd TABLE 1: 99" 3.12+ 1.7/8 3-5re" 1-7/e" TABLE 1 NOTES: 120" 4.118, T 4-1/4" 2' ACCORDION SHUTTER 1. DESIGN PRESSURES SHOWN IN"ACCORDION 144" 4-718" 2' 6' 2" tl SHUTTER SPAN SCHEDULE"ABOVE ARE MAXIMUM ALLOWABLE DESIGN PRESSURES 1HYHZ:NOTES:1HED AS MIAMI-DADE COVNtt ANO BROWARD COUNTY FLOAIDA. SPAN SCHEDULETABLE AT EACH RESPECTIVE SHUTTER SPAN. 2. ON-HVHZ:DEFINED AS ALL LOCATIONS OTHER THAN MTAMI-DADE COUNTY AND BROWARD COUNTY (YRAWITIIWSLIB/WW PE POSITIVE NEGATIVE 2. LINEAR INTERPOLATION BETWEEN SHUTTER - ' ry SPANS IS NOT PERMITTED.FOR SPANS 15-2339 'S tRiER. DESIGN DESIGN '9..NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND I BETWEEN THOSE INDICATED ABOVE,THE 4 OUTSIDE SPAN PRESSURE PRESSURE DESIGN PRESSURES FOR NEXT HIGHER MINIMUM SPAN THROUGH AT LEAST 30 F THE HVHZ,PROVIDED THAT SHUTTER HAS A R T ►Aae - i fpsr) (pan SPAN SHALL BE USED. 4. .INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OFTHE HVHZ WITHSPANS LESS THAN 30'SHALL 72• 100 100 NAVE 2-7/8"MINIMUM SEPARATION FROM GLASS WHEN 5 30'ABOVE GRADE,AND 1-5/8"WHEN>30' ' ABOVE GRADE. or 70 70 5. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED,FOR SPANS BETWEEN THOSE 120. 63 53. INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED 144" .43 40 . 6. SEPARATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED 1N ACCORDANCE WITH ASTM E3996-09. FMNK L AERNA7 549 P.E. _PROJECTION VARIES- 2.874- 4.874"MAX. 0.115" F NOPE104 , b 0.062" 0.450' -0.080' 634 T -o.125" -1.708'--. -0.100" J-1.830- 0.062" 0080 0.063' 1,708" 0.100, N r0.080" r 0.063* 0.195" T z' - 2.820" 3)-A7'1 or 14 0.195" 0.096" --------4-- 070" .060" N 0; 0.630" 1! 1.993" L .125, 3 0.�4�l -1.908"Mli�l�l 0.062' 0.630' 0.062" 0.630" 0.971, 0.143 w "al�16.3% _L ZP69 ,06. a. 0 0.63D" z -10.209' L4 .062, 0.630Q 0.06'1 0.062" Oux V 0.062 0062 11 100 4069-1 11 0.200.. C1.062" Mt.- Z 4069" SLIPPORT LEG OPTIONAL-/ 0.062'" �I.cw 8"d 6 -5.7 -5.745'MAX. ?: is UlUTE WALL 02 BUILD QU*I WALL (�)STREAMLINE CEILING TRACK 04 STREAMLINE WALL TRACK tlj;A)LY HEADER SILLLITE HEADER SILL w @ L_ - 0 Ill SCALE:HALF SIZE SCALE,HALF SIZE 'D a G) SCALE:HALF SI SCALE;_tTALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE WHERE SHOWN,SCREW BOSSES OL FELT GROVES ARE OPTIONAL rn ON ALL EXTRUSIONS 0.874"1- 2.655" 0.875, 2.1951- 2.195y" 0.0611" 1.229 09 0. 0.7 2.655' T�r a,.1 T ........... 105* 1.069* ).83: :0 4.510" fn _r AOS" ry _j D.075'- 0.105" AOS r= '� ETAN M%MN10 PAINT IS 0,039- FARE METAL 0.701' 4.510' T EA LIN� SILL SILL ADAPTER EXTENDED SILL LXIENDED SILL ADAPTOR ADJUSTABLE SILL BOTTOM 1.3 9.8 STREAMLINE BLAD�C O '7 BOTTOM SCALE.HALF SIZE SCALE.HALF SIZE SCALE;HALF SIZE G SCALE!HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE ci 0.477' O.0BO ' U 14!31 0.590" .06 0.143" rO-070' 0.245- jL1.7081 0.143* 0.09 0.060'-ff--r ..0801 0.117" EL4 751' 0. Z. ­Iii 0.090"1 1199 -0.096" 4. 0.080, C0FffMn1AWLKNffWPLI 0.682' 0.630' 0,060"1 1 L.,-; 15-2339 0.693" NOTE:THICKNESS OF BARE 0.420" METAL W/o PAINT IS 0-039'6.8 STREAMLINE STACK RADIUS CEILING PLEADER/SILL 6.8 STARTER WALL SILL CLIP @b WALL SILL SCALE:HALF SIZE SCALE:HALF SIZE SCALE HALF SIZE SCALE:HALF SIZE SCALE HALF SIZE • - IILI11Illf//, fP�0/6519NNMOU:P,i�-. 280" ----{I NYLON WASHER OR \ QLP`.••"' 1 0.610" STAINLESS STEEL ,q80• ALUMINUM Lf (� -j- ASSEMBLY I 0.357" 0.320"0 HOLE o(;l 0.50" 0.276" Of'F00 O "�i w A10 x 2-3/4"410 HT S.S. I I 0 591" �.;Q I 96j9g ' H 0.880 NYLON .u e a lNSEftiS SCREW W/TC ULTRACOTE -- _p; D WHEEL COATING i•+ --y� N 0.05 O j�.lz`T I'HACK (TYP TOP Bi BOTTOM) N 0.062"- Sr .ol �LlDO•i f D.zao^ ,ArCox aE�{so �. NYLON 6llSHTRG W/WASHER: _�+ %�/ '•�Rlpq •% •• I _ I TYP.AT EVERY OTHER - 0.75D• 7/16"0 x 1/2'0 INTERIOR JOINT TOP �i�iV '^"•,\ u r- - 5•MAX.----� P. 0.870" 7/L6"0 x1"0 INTERIOR3OINTBOTTOM 0.154'- -0.137' '�,,"4C E(VGk �w 0- / CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EXTERIOR fe I f I/l l l l l ll l o .y 1 ANGLE " HOUSING-ZINCDICAST,POWDER COATED y� 19 22 ROLLER ASSEMBLY 2q BUSHING ASSEMBLY DETAIL 26 BOX CENTER INSERT �a g SCALE HALF SIZE NOTE:. MA IDE 7]( Qw SCALE-HALF SIZE SCALE NALF SIZE SCALE:HALF SIZC G n OR KEY RN OPERATED INSIDE. W ON ti t}oa50" 23 BRASS PUSH LOCK °j, SC ATE:HALF 512E VI W 11 RO.155" 1.978 2.1251 O w q.000• 0,236' "--1.792 0.286` 1.603" 0.267' N RO.500• 0.500• 1.710' -1.224"- 0.623' 0.531" R g 0.790" 0.090" 0.319" 0.531" _ m F n c26, f e+i U.U64" m �. c 0.2 o 0.09 �` Y'--- '2.250250• i I moo• c .26^ c D.60i"I fI p�- � D.607• 0.118^•� .t -0.224" Y0.239'- , rI' urni,n F� n�T�e N �Q I 0.060" 0.496" 0.240" .0 •+•+�+ I' N $ 1.758" �17�_1---` + I�'' � 1,� 1M3ci �� L7 RAINGUARD Zg DECORATIVE FLOOR TRACK - 0.240 ?m D I60" 0.222"�r SCALE:HALF SIZE SCALE HALF SIZE 1.U01 0,062"tl,062' 0.062' 0.176` 30 UNIMATE LOCK 31 MALE BOX CENTER 32 FEMALE BOX CENTER �. SCALE:HALF SIZE SCALE HALF SIZE SCALE•HALF SIZE ' 5.500'x 13116"W[DE }-}0.400• .i0c' d� L" 7/16"0 STAINLESS STEEL NUT . -I----- t t v 1, .cob• 3 30 P gp 0.125' 7 �^•C;IDa 0�I"r0,438" i -O.IBB" 5 16-18I MACHINE SCREW .L_ TYP. 5/16"0 INTERNAL / STAINLESS STEEL ^r "' 0.121" 0.689" POWO TEO ZINCDIECAST THREAD O SECTION A HEAD STYLE VARIES " _ 99 DTLTA MOUEL 2 111 ! 36 (OPTIONAL) LOCK AAPTER 3 T-SCREW INSERT 38 THUMB SCREW it :� 1.050•} OJO ham e�� INDUSTRIAL SYS�EMSSCALE•FULL SIZE SCALE:FULL SIZE o ;0.254" M1OU 4O6 qOC €_ 35 BOX LOCK SCALE:HALF SIZE n "I 0.319 ENO STRIP 1" g�I�i l l f 4 n SCALE+HALF SIZE - t--•Z.000"----f 2" & 3" EXT s }-1.625" +-1.S9D"-� yt'U.1Z5^SCALE% HALF SIZE p LJI 0.093" U.125 ¢ all �, iJim� T A No S -0.125' WPN1dRIPNi(LaMWWPE 'o c $ 0.093' ^I 0.250• o a 0.085" 15^2339 j rWAaa o�aalvnonl • 7.oDo• 1 20 LT. I" END STRIP z1 i.5"x3"x0.093 ANGLE 25 2"x3"x0.125" ANGLE 9� 39 2X7SCALE, ANGLE SCALE:HALF SIZE SCALE•HALF SIZE SCALE,HALF SIZE G� SCALE+HALF SIZE fppµµgg,,LL 98EENIIARTI P.E. ANY ANCHOR PER ANCHOR EDGE l DIST. •, SCHEDULE @ 10"O.C. EXISTING DIST. GLAZING SEE END STRIFI�f SCHEDULE FOR M}c7(-. NO E00. �'•� n =n SPAN WHEN IJSIAG: - A ANGLE EMBED I5� �wf 20,40a,40b P LEG D RECITON II II ---` �V�++ 1¢I�� 1/4" OR 6.6 STARTERS ''77 o'v - EMBED. t7 (INTERIOR) 17 4 1C 17 "�'-=-= MAX. WITH 21 OR 25 Q v7F o ~•� MIN.0,062"THICK 6063-TG ALUM. r i�• 3u ANGLE 1°x 1"MIN.TO 2"x 5"MAX. +$ 21 EDGE c — -- - _ - FASTEN ANGLE TO TRACK W/ F F 1TLI'i U� F D15T. B. ANY ANCHOR PER ANCHOR (27 t10x1'SCREWS AT j c ` SCHEDULE @ 1B'O.0 CORNER,TOP B BOTTOM;AND U! Q o 0 ATTACH TO 6.0 STARTER W/ QQ w to J yN*_ 13 tVAif D C1 S.S.SMS, \ $12 x 1/2"GALVANIZED OR Z 2 J NT tql 30 S.S.SMS,3/16"0 ALUM.POP W o N 6.80"(T YP.1 3/16'O ALUM.POP RI OR 1/4-20 RIVET OR 1/4-20 MACHINE I --I USE(1)BRASS PUSH LOCK OR(1) GHPIS-se @ia°D.C. ALTERNATE ENO STRIP DEAL BOLTI NUT 4 18^D.C. t I� (EXTERIOR) 5/16-1871;IUMB scREW INTO THREADED. WITH 6.8 S fAR fER AND ANGLE u3i INSERT 3J)AT 1/3 SPAN TO 2/3 SPAN SCALE.3"=l'-0" ANY TRACK W/ µWI FROM 80 M OF SHUTTER.RECEIVING END STRIPSCHEDULE SCREW BOSSES. rj u H TYPICAL PLAN VIEW HOLE SHALL BE 3/8"MAX WIDTH,UP TO PSF SPAN SCALE 3-=1'-0" 1'HEIGHT. 1^BID(2.7.) 82 oS: rr 72 tp 82 112 W. USE(11 BRASS PUSH LOCK 132 76 OR lt)S/16-18 7HUM0 LOCKING DETAILS FOR 2'SIO(3.7") U2 95- SEE END STRIP SCREWDTHREADEO CENTER MATES s SCHEDULE FOR MAX. W.�1: A INSERT 77 AT 1/3 SPAN By 70 2/3. AN FROM SHOWN ON RAHDOM ® 82 SPAN WHEN USING BOTTOM OF SHUTTER 3D 13 DETAILS 3'BIO(4.7') S �" 20,40a,40b OR 4Oc, RE_ VINO HOLE SHALL BE �u 7Z 3 3/9'•MAX WIDTH,UP TO 7" 1/4" OR 6.8 STARTER a 1"HEIGHT. 30 ALT.'1•erD e2 D" /u(, WITH 21 OR 25. 5 E o m a9 ¢� (2.r) 72 92 25' J zg t O \\ 0 90 USE APPROPRIATE Su 332 76'' o ` STARTER STRIP TO13 5 93' b ,0 2D PRONOC CLOSURE rr ppGG,, j -- IIO.00B3' FOR 13 5 8' BUILDING CONDITIONS. 23 21 e6DE ail FASTEN STARTER STRIP c INSIDE 0 6 TO TRACK W/(2)H 1Ox1' v ( ) SCREWS AT CORNER,TOP x0125' 42 1z9 ALTERNATE END STRIP DETAIL L BOTTOM I TIT13 SCALE.3-=1'-0- ANY TRACK W/SCREW BOSSES. x a 70 1tr _ate j73 low W ! SILL 1,"u FOR GREATER 5PANS OR LOADS 111AN O W SHOWN IN END STRIP SCHEME,END LD SMIDSPANTRIPS REQVIREA L'Xl".GW CUP WANCHDRUNTHE EXISTING GLASSEn I z t3 SFAENORI/4•208OLT7DENDSRUP. @dd ii�5566W +NgA . 30 Now USE(11 BRASS PUSH LOCK (INSIDE) ---a-a B USE 11)BRASS PUSH LOCK al-� OR 11)5/16-1B THUMB [ OR 11)5/16-1B THUMB 30 13 mar SCREW nC THREADED 9 SCREW Iyy��O THREADED a INSERT 37 A i t/3 SPAN SILL INSERT 0I AT t/3 SPAN zag TO 2/3 AN FROM 1 TU 2/3 S'FF'"'AN FROM L I"/i n BOTTOM OF SHUTTER Bg e 6OTTOM OF SHUTTER / (OUTSIDE) 9 RECEIVING HOLE SHALL BF. QQqQ Rp 3/B"PIAX WIDTH,UP T� d 1"HEIGHT. 00TYPICAL OUTSIDE CORNER CLOSURE s 3D � � DETAILS WO/CORNER POST — $ P NTS 13 CD D]PttEDRFAREILRHWOOPP 13 23 13 sRI. 3, 215 (OUTSIDE) 15-2339 - USE I11 BOX LOCK AT 1/3 SPAIJ TO 2/3 SRAM FROM I'IIiII OEdQ1IPTIDt11 B07TOM OF SHU TTER TYPICAL INSIDE CORNER CLOSURE Fm CC2 DETAILS WO/CORNER POST - Pig MULTIPLE SHUTTER ASSEMBLY 99 j NTS ZQ1�i SCALE.3" V-0" E lea L=f7 I .. •• FRANK LL DENIM°()P.F- '- - C1 CONNECTION TYPEANCHOR SC HEDULEEF04 MAX. STRUCTURE EXISTING-HOST _ SPACING - 9 CI CONNECTION TYPE M X' I/4-20 I•IACHINE BOLT V'ET REFERENCE ANCHORW/NUT Col 12"0 C OR +`` p A \ SCHEUULE FOR MAX. � ® 1t 14 SMS @ 6"O.0 =1} j SPACING / 1/2" ITYP.TOP 8 BOTTOM) -� rn 'D •;7F ' lJ 2 FASTENERS ALUM. TUBE6063-76 ALLOY , :�Q•'• 'i� EACH ANGLE- SEE TABLE A FOR 512E, f1 uy 5 OR(6�ORI } .,n•, A.T O m 1"x 2"x 1/B" ALTERNATE TI1RU BOLT 00 80R T' J o J r OR 2"x 2" 1 1/B" CI CONNECTION TYPE o❑ �y. �tI ALUM ANGLE ° __ REFERENCE ANCHOR M!t GLASS w v, 13 - SCHEDULE FOR MAX SEPARATON 13 F O U1 q Sa ggggg p S THREE 3/16-0 ALUM. ° II '�" �� ( SPACING PER TABLE2 F,4 y- ZV °Mm POP RIVETS OR !IE III 111 2 Zw I1^I1,' ,p9J THREE 11125M5,TYP. 17 - I� I OR DOOR ywaQ WW $'aW"x 3/16-0 ALUM POP I N�L 17 RIVET OR 012 SMS I / q TABLE A cccl) C.)18"D.C.17YP 1 \�`i I.-._•------I CTfkroq)f' _ s OR 6 OR ?5 IOp PRESSURE VS ALLOWABLE LENGTH 1 --- 0 _ R MAY USE MALL OR � _ '' C � ✓� 3'N�!0' FEMALE LOCK-SLAT PSF N9 B/0 w 62 13V 109' 13 ALTERNATE THP,U BOLT I 1/4"MA FROM PIN CS CONNECTION TYPE CI CONNECTION TYPE 'I GUIDE TO BUSHING I 7z 124• 179• O TYPICAL CORNER CLOSURE DETAILS REFERENCE.ANCHOR �•;,� . - CC3 REFERENCE ANCHOR I WASHER ITYP.) y BZ 119• 37Z• NTS SCHEDULE FOR MAX SCHEDULE FOR MAX. 92 114• 165" SPACING if: 14x3/4"SMS 9"O C �-`9I�. -K 9 c 102 IIO"_ 160• / ANGLE TO TUBE CONNECTION 12D 104' ]4r^ 2"x 2"x 125" _��n 150 97, 13P TABLpB(1x9) EXISTING HOST' EMBED. 6063-T6 ALUM TUBE 0�1 ri STRUCTURE z 2 ea" 114. PRESSURE VS ALLOWABLELERGRI 5 CONNECTION TYPE -cu 2'x2�c11((6` 3k3k1JJg�'^' ��DGE DISTANCE REFERENCE ANCHOR a PSF WITH O/O WIR1 Ly0 SCHEDULE FOR MAX E °Q SPACING w 6Z 110• 16P _� G 72 IoT Isr ASTENER(°l 18"O C. ALlERNATE BUILD OUT MOUNT SECTIONUSE ANY ANCHOR SHOWN Cb 82 101• Or IN ANCHOR SCHEDULE). SCALE+3"=1'-0" 9Z 95, 13T R102 90' I3Y r11� 01m P 120 B3' IZI �1 S 136 74, 109, 100 69" 99' r w r-�m 2"x2"x 13t 3/16 RIVET OR 012 SMS 090'•6063-76 F u=o [iil 16"D.C. OR 1/6_'2 ALUM TUBE TYP. ��� INN GLASS I3 > w=O NUT&BOLT ITYP.). 17 F� PARASLETIOI = Zw a 7�AA ALUM.POP a PER TABLE w L go), a ALUM. TUBE t112 SMS d ti GLASS Z X o 2 m a 6063-T6 ALLOY C.ITYP.) E a OR DOOR € SEE TAB)- R FOR 512E, NERS Z x 5 x 1/B a �^ m j191 $9 GLE x CONlIN0005 Z"x 093"6063-T6 OPT OINAL ANGLE INSIDE E$m{ ALUM.ANGLE,TYP /16-0 ALUM. ATION TYP, 3 ETS OR 77 17 wS Ae12 Sr1S,TYP m E° 0 xx1/6•' w �IEy t3 OR 2"x 2"x 1/B" 4 CONNECTION TYPE ANCHOR ALUM.ANGLE SCHEDULE EF•OR MAX —USE MALE OR FEMALE SPACING LOCK-SLAT" --EXISTING CONCRETE, WP11R8TIRf11TL�e19m(PE 13 "(3 BLOCK OR WOOD FRAMING 15-2339 eeuE: ( (OUTSIDE) INSIDE SILL MOUNT SECTION PEE( am, M12 x 1/2"GALVANIZED LF SCALE:3"= 1'-W- OR S S.SM5,3/16-0 ALUM ON TYPICALCORNER CLOSURE DETAILS POP RIVET.OR 1/c_20• SIDE CLOSURE OPTIONS NTS MACHINE BOLT 8 NUT SCALE:3"=l'-0" La Is" \J I FRANK L.RENNARDO/P.E. CS CONNECTION TYPE REFERENCE ANCHOR EXISTING q SCHEDULE FOR MAX. STRUCTURE SPACING S"MAY. 1/4_P0 MACHINE SOLY a h1^ GLASS w C, CONNECTION TYPE Q-• O GLASS dOi ¢ REFERENCE ANCHOR _ W/NUT(n112"O.0 GA CC: _ OR DOOR m} OR DOOR----- F w SCHEDULE FOR MAX. 79 tk14 SMS(pl 6"O C={- No IA ❑ SPACING I/2" (TYP TOP&BOTT0M1 IDNt• r r =W O4ZV F9N 13 ]=v1I W.I -•� O. - 13 iTJ'Iwnw CLASS !2" FAN VI In J EPARATION O 0 W M 1/4"_20 TRRU BOLT W/ CiA55 a=m 1414 X 1/2"SMS(4a 12"O C PER X w 4 r tw7 �" } w �pI EPARATIO w OR3/16"O ALUM POP 41 In [�OR(6�OR/ ����5,'•• l� D� ui§ LOCK NUT(pl 12",O C OR Z F r THOLE 7 O a ❑ ii 12 x,/2"Sh15(ul 12"O.L.E.S. PER U F" (DY = w O' s( I ABLE r RIVETS 6"D.0 OR 1/'L"0 N ! OR 3/16'•m ALUM POP -`wl_❑ ALUM POP RIVETS @ 12-0 C. 4 RIVE TS@6"D.0 E.S. \ rw / I 1-�U1 Q VI MN GLA55 1R t/4"m ALUM.POP RIVETS (/ 11 AND 3 1/4"MAX FROM PIIJ SEPARATION 13 r �� �am =LL (l¢ 12"D.0 C.S.------ ( I!4"MAX.FROFI PtN ASSEMBLY o 1/2"TYP. GUIDE 0 U NG PER TABLE2 =ww O9 AND 10 GUIDE_To RUSHING W WASHER(TYP I ( �tV9TW'�� ASSEMBLY WASHER(TYP) m GLASS - N r o N C ,� / 1/2- 112"TYP EXISTING CONCRETE, �F. ]CONNECTION TYPE OR DOOR z¢a� N '�' uai , BLOCK OR WOOD FRAMING REFERENCE ANCHOR 4"' A'� w / / —C4 CONNECTION TYPE EDGE SCHEDULE FOR FLAX E ❑m ow R C m - 0157. �In tOp g _ REFERENCE ANCHOR SPACING T 4 .+ EDGE SCHEDULE FOR MAX DIST SPACING AS SHOWN w •-C3 CONNECTION TYPE ItJ DIAGRAM ON PG 9 �50�Rj 6 OR REFERENCE ANCHOR EXISTING CONCRETE, + 6 SCHEDULE FOR MAX. t/4"MAX FROM PFIBLOCK OR WOOD FRAMIIJG 'SPACING ALT FASTENER Cl CONNECTION TYPE GUIDE TO BUSHING / REFERENCE nIJCHOR / WASHER(TYP.) N LOCATION.FRONT AND INSIDE MOUNT SECTON �w�9 BACK ANCHORS REO USICHFDULCFDRMAX !c"MAX FROM W THISLOCATION OA • � SPACING POI Y GUIDE TO •5 CONNEC11014 TYPE F- $ BUSHING WASHER O INSIDE MOUNT SECTION + REFERENCE ANCHOR y BUSHING A SCHEDULE FOR MAX SCALE:3-=1'-0" EXISTING CONCRETE, SPACING p @ d�.J BLOCK ORWOOD NCREJ EMBED. ywa< �� Ca BUILD OUT MOUNT SEC71ON +.� TYP.BOTTOM E%15TING CONCRETE, SALE 3'r 1'-0" _ BLOCK OR WOOD FRAMING 7 EDGE DIST, E ISTING $ g NOTEI FOR DETAILS A.B.Cl.AND E OFI THIS SHEEP, 9 COIJNECIIUIJ TYPE EMBED RUC'fURE THE BASCTR TRACK MAY BE INSTALLED 1N SECTIONS o REFERENCE ANCHOR 5 CONI•IECTIOIJ TYPE 5f WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS FO E SCNEUULE FOR MAX. EFEPENCE ANCHOR a x A MINIMUM OF TWO SETS OF ANCHORS AND IS A W _ S 6 SPACING HEUULF.FOR MAX p MINIMUM OF,2"LONG.THE SILL OP,CEILING TRACK ING USED WITH THE BASE TRACK MUST BE CONTINUOUS 3 16 /�,� OVCR THE GAPS BETWEEN SECTIONS. 1/2" �:/''R w F GLASS MIN OR DOOR GL A55 13 r N W w w ,"w J 3 x F w ,112 x 112"SMS(CW TL" EPARA110 ❑ a m in i o ¢ r' D.0 OR 3/16"0 ALUM. .PER ✓I m 13 4 III w w w 1'IW ] POP RIVE TS 6"0C TAOLE2 ❑ r GLASS OR 1l �i iJ ����� 6 @ X 2 MN.GLA = z U 79 r'^T❑` OR 1!4"0 ALUM.Pot' q rco Q DOOR p RATI I �, N q �+ €Jill RIV'ETS@t 12-O C. r u� PER TABLE XW�zr- eS,�25 e MN GLASS w t-p N m \+ Q 0 4 a' SEPARATION - 4 - L J IL4j a y 7�ANOI�B 1/4"MAXIIL-20 S S MACHINE O a ASSEMBLY 1SCFEW&IJU7 @ U 1!2 OC. TYP. WASHER(TYP,) GLA55 W a 1/4"MAX FROM PIN Y OR DOOR I/4"MAX.FROM PIP, w 4 CONNEC1ION TYPE O t/2'• E TO 13USHIN'G— ¢�¢ X GUIDE 1 O BUSKING 4 WAS ITYP.) 9 � E WASHER(TYP I EDGE REFERENCE ANCHOR Xi 5 6: IST. CHEOULE FOR MAX E , WPA9FIRFWKL®ILVFAPE SPACING AS SHOWN 2 CONNECTION TYPE ry m BLOCK OR WOOD EXISTING CONCRETE, 4 CONNECTION TYPE IN DIAGRAM ON PG 9 REFERENCE ANCI�IUR 15-2339 FRAMING BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR AN. SCALt, - OR, - SCHEDULE FOR MAX LING EAcm auPnoNl •'X "*1l I,"[ONT 3 CONNECTION TYPE #12 X 1/2"SMS @ 12" SPACING ALT.FASTENER NCRE T E, 063-3 TI AL I'll.ANGLE REFERENCE ANCHOR O,C.OR 3/16"0 ALUM LOCATION FRONT AND BLO FRAMING AY BE REVERSED ..� SCtIL C1ULE FOR MAX. POP RIVETS @ 6"D.C. BACK ANCHORS NOT REO'D. CEILING INSIDE MOUNT SECTION 7 o. 5 SHOWN DASHED) I SPACING OR 1/4"0 ALUM POP WITH THIS LOCATION �Y RIVETS @ 12"DC WALL/BUILD OUT O WALL MOUNT SEC710N —_J SCALE:3"=V-0^ SCALE,3"=r_0" SECTION 0 SCALE,3 "0" P 1111 NK L EENNM00,P.E. MN GLASS ui 0/O"j99 .i }t GLASS SEPARATION ZO .. OR DOOR���'7I7I1�NI'' PEAR T��A91.F.2� 1300 �\ II DOOR OR ,,••1 �•-r ' lul w°u DOOR /C: NO'P LCj 00466 j a Z GLASS OR MTJ Glnss VIW-4 u ❑UDR SEPARATION ^p•: U .yN- X In w o:W PER TABLE 2 - "y a ll MN GLASS W L r w SEPARATION a m R • OL I l7 PER TABLE 2 r w J d Cc �x D w _ r xl�!/,�N -- w Ixn o w 2 x Z o /Pl llll V Z D_x 'Aro g>aa 13 a .m'A 13 X zo- /2„ 1 L J ii d RIEFEORENCEION AN ANPE CHOR S_ J L gC4 I /4"MAX FROM P114 GUIDE 29 O. Q W 0.+ B N d w SCHEDULE FOR MAX. n w 0 BUSHING WASHER(TYP) SPACING TWO 1/4•'0 WOOD 250" OW w LAG SCREWS La 21.•• C4 CONNECTION TYPE �- l 250" m OC MAX WITH 2" REFERENCE ANCHOR �p THREADED PENETRATION O SCHEDULE FOR MAX, W "T"INTO CENTER OF 2X STUDS SPACING ID r M I t IBo B 14 SMS @ MIDSPAN B IS ETWEEN /w / �W EMS "T' / Gi STUDS FOR TRACK TO 1"x 4" EXISTING HOST STRUCTURE PLYWOOD A Tl I.CONNECTION x STUCCO FINISH 1"x 4"x.125" 6063-T6 ALUM TUBE N NB _ _ O DECORATIVE FLOUR TRAGIC DETAIL O WALL MOUNT SILL DETAIL w� THIS DETAIL TO BE USED WHEN STUD SPACING SCALE:3"=I'-0" SCALE:3"=1'-0'- EXCEE05 TI1E MAX ALLOWABLE ANC,. IN SPACING. O WALL MOUNT SECTION THIS DETAIL MAY 'oOc C ALS AT T SCALE•3"=1'-D" AT TOP c 4 m E� 50 ACCORDION SHUTTER w ,a PER PRODUCT APPROVAL I- i —GLASS F- o HN.GLASS OR DOOR r iO SEPARATION 13 in f�4 N PER TABLE2 I EXISTING W000(G=0.42) APPLICABLE AT TOP TRUSS OR RAFTER X q X 4 (O 24•'MAX.O.C. p AND ORBO7TOM a 0 a s !r - - E N E In EXISTING FINISH G r OR3 MATERIAL 1/2•MIN. - 1/4'I•IAX FROM FIN GUIDE 2"x 5"x 1/0"6063-T6 �� II I w k5 �1 5 6 TO BUSHING WASHER(TYP I ALUM.ANGLE W/THREE $ S 2•x3'z3'e"x CONTINUOUS OR -t (It 2.175' IG 1/4"TILE ITYP.1 1/4"m W000 LAG ( II II IS-i - G 2'x2'x%Z."CONTINUOU5 I I FINISH MATERIAL SCREWS WITH 2-3/4" ,fq 6061-T6 ALUMINUM ANGLE 3/4"PLYWOOD MINIMUM THREADED II 0.9"MIN.THICK 6061-TS ALUM TRICK X 1/4"m A325 GRADE THRU BOLT 7"O.C. EACHPENE R.FTE NJ WOOD(A 5 G f C°1 EACH RAFTER OF TRUSS. 4 ANGLE FASTENEDTO / FASTENED TO ANGLE WITH 1/4-20 L OR S/t OR A325 GRADE.THRU BOLT @ 12"0 C. 24"O.C.MAX WHERE _ EXISTING 3 KSI CONCRETE MA CHINE SCREWS AT 3"FROM END$ GALS.OR S.S ANGLE EXTENDS BEYOND Q AND 9.O.C.FOR THE BALANCE LAST TRUSS MORE THAN n w e YHS HOST STRUCTURE WITH 1, o `— 1/4"0 ELCO ULTRACON TO CONCRETE/EMU q G", EXT EtJO ANGLE TO _ yrpELIOULTRACONSAT EXISTING CONCRETE HOST 5"O.C.W/1-1/4"MIN.EMS. a 3"FROM ENDS AND 4'O.C. OR LAG SCREW 9'•O.C.W/t-7/8" NEXT TRUSS. wwi-•� 2-1/2'MEN. STRUCTURE(3000 PSI MIN) - t-"I FOR BALANCE WITH 11/K' MIIJ.EMS. IN WOOD SG=0.42.TO 0.55. MIN EMBEDMENT AND 2%: MAX•DESIGN LOAD AT 5'•0'MAX SPAN? EXISTING COIJCRE1E. 1' NXZu(O r MIN EDGE DISTANCE, t62 P.S.F- HOLLOW BLOCK OR STAGGERED WITH 3•MIN. MAX bE51GN LOAD AT fi'•0'MAX SPAN: wOoO FRAMING.SEE. L7�'^Q OWRSfIRBVMILIB8YO0PE T•x 5"x 1/8"CONT. a~ 15-2339 SPACING,TYP. 352 P.S.F. ANCHOR SCHED, ALUM ANGLE 16063-T6) L as _ OASED ON TYPE DF u'A ....".. 2y ©UILDOU.T MOUNT STRUCTURE a Irwee neocnvno�I " HO SCALE.NTS (MAX.DESIGN LOAD - PASS THRU DETAIL TRUSS MOUNT SECTION �9 HFib SCALE•3"=V-0" K SCALE!3'•=V_0" EXISTING HOST ALT.LEG DIRECTION 1 4RCW lff l/ ,F'Ei% STRUCTURE 1/4"ALL POINTS SOLID SET ANCHORS WITH 7/8"MIN 12"MIN FROM EDGE OF ACCORDION EMBED IN CONCRETE OR HOLLOW BLOCK,.3"MINIMUM EDGE OF SHUTTER, SHUTTER BLADES -ROUND WINDOW ASSEMBLY /// 1/2" SPACING,AND 3'MINIMUM EDGE DISTANCE ,7 TOP OR BOTTOM - I AX�� (2)6063•T6 ALUMINUM ANGLES PER BEAM END,SIZE D 'q 8549 Q 1R" PER SPAN TUBE SCHEDULE -7y EMBED. I SPAN TUBE PER - DESIGN SCHEDULE U, ACCESS HOLE 1/4-20 MACHINE BOLT W/NUT QE F~ ' EDGE OF ACCORDION z T'• pW c�J SHUTTER BLADES E Ua _ 12"O.0 OR M14 x 3/4"SMS 6"O.C. %�s' 44A m TYPICAL II-- 1/23.5'MIN "MAX. SIff F 1 €• S 6 €€µF+3"MIN316 EDGE "`Z= Bs In z� 2.875"0 HOLE(TO RECEIVE DISTANCE IN.GLA55 l3 s z 1-: Z;�,71 MID pb! ROUND WINDOW ASSEMBLY) EXISTING Q SEPARATION �µuJo� W W 0„W " MAXIMUM OF 3 WINDOWS GLASS OR R TABLE 2 C p PER EVERY OTHER BLADE DOOR- bm C. N w e s w 1 LIGHT-N-VIEW WINDOW o x DIEDGEig STANCE w�31 MIN pQ S EDGE 1/2^MAX a ID `I 8 N.T.S. EXTERIOR ELEV (L=m 5 6 1/L L 0 OII1/4"I1AX.FROM PR Zp J GUIDE N W O 4 TO BUSHING WASHER I"TYR I yn p F a ACCESS `114-20 MACHINE BOLT W/NUT cp '^m 1/2' HOLE 12'O.0 OR 014 x 3/4'SMS G"O.C. N y L 2.875'0 HOLE TO •f - _SPAN TUBE PER IB'O��f RECEIVE ROUND EMBED. DESIGN SCHEDULE C WINDOW ASSEMBLY I (2)6063-T6 ALUMINUM 1- Ti yl � Ax, ANGLFS PER BEAM END,SIZE tC EXISTING PER SPAN TUBE SCHEDULE HOST 1/ 0 4" THRU BOLTS SEE BEAM zED STRUCTURE SCHEDULE FOR REQUIRED NUMBERS 1/4"ALL POINTS SOLID SET ANCHORS WITH 718'MIN EMBED IN CONCRETE OR HOLLOW BLOCK 3"MINIMUM 'E ���••• SPACING,AND 3'MINIMUM EDGE DISTANCE - p 0.125' 0.032" �0.125' MAX.DESIGN LOAD=E 72 PSF 0 5 0.032" II 3 SPAN TUBE SECTION 0.196" // 8 N.T.S. VERT SECTION �1y/ mac SPAN TUBE BCHEDULE / NUMBER OF I \ II ALLOWABLE 7118E NUMBER OF ANCHORSPER MMIML4NANDLE Fd , TUBE SHUTTER! SPAN THRU-0OLTS ANGLE LENGTH y I ROUND ___ Jp I + I �J WINDOW 817E SPAN TOP BOTTOM TOP BOTTOM TOP BOTT171A TOP_7 BOTTOM ��rd�a_c ,��IIppLI J ` s ASSEMBLY TUBE TUBE` TUBE TUBE TUBE TUBE TUBE TUBE 3 ?I e S m W' 123.8' 1 135.7 2 1 2 2 1 3 4' T w 101.7' 10B.9' 2 1 2 3 3 T T 1 123' 89.il 94.4• -2 - 2--2 --3-- T ' 7' 2kBk �� 129.f' 167.0' 2 2 2 3 4' T I \ 98• 114.0 124_t' 2 _ 2 3 0.126' 123 f02.B' 109.8'- --2 2 4 --4• _10" 10' g e 60' 13B,171 19B.9' 1 2 3 3 T _T' 02,875" I-}0.188• ' I 0.125. 88' 1223 164.T 2 2 3 4 7' 10• 03.250" J 123• 1fsA*; 137.6' 2 3 4 5 iP 13' BO- 168.1• 240.9_ 2 2 3 4 7' \ / D 1478' 140.8' 2Z0.9' 2 __3 _ 4_� LIGHT-N-VIEW WINDOW `\ // ,23' ,32T 203.1' 3 4 5 7 +3 oornmnBWKLIBR460PE 29 N.T.S. SABIC PLASTICS SLX1431T-UL-94HB �!' SPAN TUBE SCHEDULE NOTES: x x x "ANGLES FOR2"xS"d2"x6'BEAMS. 15-2339 2. USE 2'xS"xl/4"ANGLES FOR 2"x8"A 2"XLO'BEAMS. r...... 3. USE BEAM SCHEDULE FOR DETAIL 3/8. PAalf ope�LPr3 rle 4. TOP 8,BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER CONNECTION DETAILS.WHERE USED TOGETHER.BEAM MUST BE LIMITED TO 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 8 N.T.S. EXTERIOR ELEV ABOVE AND BELOW THE BEAM. 0 6. LAP BEAMS ARE NOTALLOWED. 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. Q S ANCHOR SCHEDULE: CONCRETE f mom"ENNNL00 P.E. 'R.,a. 2.5'MIN EDGE DISTANCE -- G SDens Up To 6'-0" Spans Up To B'-3" n9 V To 12'-O" - Gl a LOAD CONN TYPE CONN TYPE ONN TYPE QY.•' O ANCHD z (PsU C1 CZ C3 C4 C5 Cl C2 C3 C4 CS C1 C2 C3 C4 CS - Q LQ 1/ TAPCON OR ELCO 43_16.0"16.0"15:0"I6.0"18.0"16.0'16.0" 9:0" 13.0"16.0"36.0" 9. 5.5" 0.5" 14.5" - N0 PEOOq TRACON WITH 1-3/4' -53 16.0"16,0"10,5"14.5'IG.O"16,0"3Z.0" 7.0" 10.5"16.0"15. ,5•' 4_5" 7.5• 10.5" _ ((tt11 E ED(3192PSI MIN CONC) 62 16.0"16.0" 8,5" 12 15_0" 7.5" 4.5" 7.5" 10.5" - * V .N} 70 16.0"13 11,0•'16.D"15.5" 0.00"_5,0" 7,5" 11,5"15.0" 7.5" q.5",-7.5" 10,5° Z 'IC-4 = - - COMDINA TX)aQ 5'7 HE .0" 7.5" 4,5"7.9" 10.5"15.0' 7.5" 4.5" -7.5" 10.5"15.0"7.5^' 4.5" 7.5" 10.5" 2 x 5 ITYP. T ATE 0 ¢ m 9 / 10 COI4BINA TIOFJ; a 1/4'MILLFNIUM MILLFAST 43_16,0_L6E- 15,0"16.0"1G,0"SG.O"l6.0" 9.0" 13.5"36.0"16.0" 0.5" 5.5" 9.0" 13.5" ��s •<ORIO 41 WITH 1.3/4"EMBED(3275Ps1 53 16.0"16.0'•11.0"15_0"16.0"1G.0"11.0" 7.0" 10.5"16.0"13.5" 7.0" 4.5" 7.5" 9.5" �i ts� MIN CONCRETE) 62 16.0"15,01' 8.5" 13,0•'.16.0"16.0' 9.5" 5.5" 9,0" 13_5"13.5" 7_0" 4.5" 7_5" 9;5•' O /7/ ANAL _70 16.0"12_0" 7.0" 11.0"16.0"14.0" 7.0" 4.5" 8.0" 10.5"135' 7.0' 4.5" 7.5" 9_6" /llfl 11l,l _11• ��V j{ _ 100 13.5" 7.0'• 4.5" 7.5, 9.5" 33.5" 13.55" 7.0" 4.5" 7.5" 9.5'' ! --- �44• 114"ELCO CRETEFM SS4 43 16.0"16.0"16.0"16.0"16.0••16.0"16.0"13.5"16.0"16.0"L6.0"12.5' B4O" 13.0"16,0', W 1f N 9 W/Z'EMBED 335 I MIN 53 16.0"I6.0"16.0"16.0"16.0"16.U"16.0"10.0"15,5"I6.0"36.0"10,0" 6.5" 11.0"14.0" 1 x 5 IT YP.I 2 x S I7YP.1 iW.1 CONC) 62 2G.0"16.0"12.5"16,0"16,0"16.0"12.5" B.D" 13.0"I6,0"16.0"]0.0" 6,5" 11.0•'14,D" uil lu Rz N 31liq>.Tg -70 36.0"10.0"10.5"36.0"16.0"16,0"10.5_' 7.0" ._15,0"16_0"IBA" 6_5"•11.0"14_0" '/� N�" tl7= 300 16.0"ID.D" G.5" ILOY'14:0•'16.0"10.0" 6.5" 11.0"14,0"160"30.0" 6.5"•11.0"14.0" y/1)l/�j/(filf�jp!///Ar OKl 1'MIN EDGE DISTANCE C4 S O w G C] -- - __C_,_ NOTE. "S"INDICATES ANCHOR SCHEDULE SPACING mp F C2 C3 Cq CS Cl C2 C3 C4 C5 Cl C2 C3 F 1/4'ITWTAPCONORELCO 43 16.0••16.0" 7.5' 8.0" 160"16.0"16.0" 5.01' 5.5" 16.0"16.W' 9.0" 3.0" 4.0" 14.0" SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE: ULTRACON WITH 1-3/4" 53 16.0"16.0" 5.5" 6.5" 16.0"t6.0"12.0" 4.5" 18.2"14.5" 7.5" 10.0" - C2 CONNECTIOM TYPE USING PIECE 0 WITH OUTSIDE EMBED(3192pSI MIN CONC) 6Z_15.0"15.5' 4:5" 5.5" I6.0,'I6.0 9.0 4.0" 14.5•'14.5" 7.5" 10.0" ANCHURS ONLY (n" ' -C4 CONNECTION TYPE USING PIECE Q WITH I` _70 16.0"12.5" 4.0" 5.0" 16,0" f 11.0"14.5" 7.5" 10,0" OUTSIDE At4CHORS ONLY 100 14.5" 7.S' L0.0-14.5" 7,5" l0.0"14.5" 7.S' 1/4'MILLENIUM MILLFAST 43 1fi3O'•I6.0"31.0'13.5"16.0•'16.0"13.0_' 6.5'- 9;5" 16.0"13_D" 7.0" 4.0" 6.5" 10.5" WITH 1-3/4'EMBED 13275ps1 53 1fiA_16,0"_8A'• Il_P'16,0"16,0" 9.0" SA"_7.5" 16.0"50.5�'_5.5" 5.5" 7.5" ANCHOR N07FS: W $ MIN CONCRETE) 62 16,0"11.5" 8,0" 9.0" 16.6"13.5"'7.0 q.D"6'S" 11.0"10.5" 5.5" 5.5" 7.5" K @mlo. 70 16.0" 9.5" S.5" 8.0" 16.0"1L5' S.5" 5.5" B.5" 10.9" 5.5" 5.5" 7.5" 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING N p$ f00 10.5" 5.5" S.S' 7.S" 10.5" 5.5• 5.5" 7.5" 10.5" I.W. 5.5" 7.5" ONLY,ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE a r7 C '1-1/4'MIN EDGE DISTANCE LIMITED TO THOSE SHOWN IN TABLE 1(Pg 1), z•6*D n 1/4'ALL-POINTS SDIID-SET - - ce It! U ANCHOR W/7/8"EMBED& CS C2 C3 -C4 CS CI C2 C3 C9 CS Cl CZ C3 C4 CS 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, zm Q 114-20 SS MACHINE SCREW 43 16.D"I6.0' 8.5" 10,5'Sfi`0"16.0"32.0" 5.5" 7.5" 16;0"12,5" G.5° 3.0" 5.0" 10.0" ANCHOR TYPE AND EDGE DISTANCE.SELECT'DESIGN LOAD GREATER THAN OR EQUALTO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER (3000ps1 MIN CONC) 53 I6.0"L5.0" 6.5" B.P' 16.0"16.0' 8.5' 9,0•• 6.0" 15-5"10_O" 5.0" 4.0' 7.O" 1HAN OR EQUAL TO SHUTTER SPAN. �62 16.0"11.0" 5.0" 7,0" 16.0"12.5 6.5" 3.5" 5.0" 10.D"10.0" 5.0" 4.D" 7.0" E F 10.0" 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. E ul DOl0.0" 5.0" 9.0" 7.D" 50.0" 5,0" .4.0" 7.0"10Al" 5.0" 4.0" 7.0" 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE 0 3 3'MIN EDGE DISTATICE. BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SOIEDULE FOR PROPER �[ I/4'ALL•POINTS SOLLD-SET. __ �_ �__..-____ AND TYPE BASED ON TYPE OF EXISTING STRUCNRE AND APPROPLUATE °1 ANCHOR W/7/B°EMBED& C3 C2 C3 C4 CS Cl C2 C3 C4 C1 C2 C3 C4 C5 CONNECTION TYPE.SEE CONNECRON DETAILS FOR IDENTIFICATION OF 1/4-20 SS MACHINE SCREW 43 16.0' 16.0"16.0"16.0"16.0"16.0"1'.0"31.5"16`0"16.0 16_0' 11_0" 7.0" 11.0"16.0" CONNECTION TYPE. (3000pR1 MIN CONC) 53_16.0'•16.0"13.5"16.0"16.D'•16.0"Iq.O" B.S_13.5'16.0" 6:0" B.5" 5.5" 9.5" 12:0" S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE ry 62 160.16.0"10.5'16.0"L6,D"15.0"11,0" 7.0" 11.0-'36,0" 6.0" 8.5" 5.5" 9.51• 12.0" ONLY. S 6 "f.�Q 70 16.0"15.0".9.D•• 14.0"16,0"16,0" 9A" 6.D" I0.0" '160' 8.5" 5.S" 9.5 12.0 6. THE CONTRACTOR 15 RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED F 12.0"16,0" B.5" 5.5" 9.5" 12.D" IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT 1/4•POWERS SS DROP-IN 2-5/e•MIN EDGE DISTANCE -_ - LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER e- W/114.20 SS BOLT AND Cl CZ C3 C4 CS Cl CZ C7 C4 CS Cl CZ C3 C4 CS FINISHES. P EMBED(3000Ps1 MIN 43_16.0"16.0"14.0"16.8"16.D"16,0"]4.0" B,D" 12.5"16.0"140" 7,5" I.E.B,D" 11,5" 7. WHERE EXISTING STRUCTURE 15 WOOD FRAMING,WOOD FRAMING CONDITIONS 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" 4.0; 7.0'T VARY.FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING O " 67 16.0"12.5" 7.5' 1Z.0"16_0"14.5' 7.5" 5.0" B.S" 11.5"11.5" fi3O" 4.OI' 7.0" 8.0" MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLO§URE PIECES. bag d q Sa 70 16.0"ID.O" 6.5" 30.5"16.(I"12.0" 6.0" 4.0" 7.5" 9.0" 11.5" 6.0" 4.0" 7.0" 8.0" j 0¢ A 100 11.5" 6.0" 4.0" 7.0" 8.0" 11.5" fi.0" 4.0" 7.0" 8.0"U.S. 6.0" 4,0" 7.0" 8.0" B. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER 1/4'POWERS SS DROP-IN 3-1/2'MIN EDGE DISTANCE SHALL BE LOCATED IN CENTER OF NOMINAL 2"x 4'(MIN.)WOOD STUD.3/4" £ EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING.L SCREWS SHALL 1 4 9 d i& i d W/1/4.20 SS BOLT AND Cl C2 C3 04 CS Cl C2 C3 C4 C5 Cl CZ C3 G CS HAVE PHILLIPS PAN HEAD OR HEX HEAD. 1'EMBED(3000ps1 MIN 43 16,0"16.0•'1S.0"16.0"16.0"I6.0"14.5" 9.0" 13,5"16.0"15_0" 7.5" 5.01 4.0" 12.0" A CONC) 53_16.0"16.0"10_5"15�0"16,0'1 16.0"10,0" 6.5" 10.5"76.0"12.0" 6.0" 4.0 7.5" B.S' 9.. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2"ENGAGEMENT OF THREADS 1N 6 6 62 1l.0'T 13.�"-8.0"12.5"16,0"15,0" 8.D' S.0" 9.0"12.0"12.0" 6.0" 4.0" 7.5" B.5" BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER R HEAD(SIDEWALK BOLT),U.O.N. a LY^-- 70 16_0"l0.5" 7.0'T 11,0"16,0"12.5" 6,5" 4.5" 4.0" 7.5" S -_-�- "-" ---`-- DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 100 ]2.0" 6.0" 4.0" 7.S' 8.5" 12.0" 6,0" 4.D" 7,5" 8.5" 12,0" 6.0" 4,0" 7.5" 8.5" "' 2'MIN EDGE DISTANCE _ • DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, �Q R12 SMS W/2'EYEWALL CS C2 C3 Cq LS Cl C2 C3 C4 C5 Cl l7 C3 G7 CS NUT OR WASHER WINGNUT. ARMOR INSERT W/2'EMBED 43 16.0"16.0"11.5114.0_'I6.0"16.0"16.0" 7.5 10.0"16.0"160' 9.0" 4.5 _6.5 135' aPOau fmLWRVMPE (20DDpsl MIN CONC) 53 16.0•'116.0" B. i1.0"16.0"16.0"11.5"5.5" 8.0" 16.0"19.0" 7,0" 3.5' S.5" 16.0" SL MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. 15-2339 p p 62 I6,0"15.0" 7.0" 9S' 16.0"16.0" 9.F 4,5" 6.5" I4.0"14.0" 7.0" 3.5" 5.5" 30,0" 1Z WHEN ANCHORING TO HOLLOW BLOCK SDS DRILLS SHOULD NOT BE USED TO _ 70 16.0"12A" 6.0" 8.0" 16.0"14.5" 7.5" 4.r 6.0" 10.5"14.0" 7.0" 3.5" S. 10.0" DRILL INTO HOLLOW BLOCK NOR SHO�LD IMPACT DRILLS BE USED TO INSTALL �/u mur�ncr, --- - CONl,F1ETE SCREWS TO HOL�OW BLOCK 14.0° 7.1, _3_31,_5-y.L0.0"14.0" 7_0_' 3,5" S.S' 10.0"34,0" 7.0" 3.5" II125M5 W/2.75'EYE l3 I. 16,0"16AC 36;0"16.0"Sfi3O"16.0"10.0"14.0"16.0'I'16,0"11.5"6.0"0,5" 16.0" ARMOR INSERT W/2.5" 53 15,0" 16,0"16;0"35.0" 7,5''13.0"ma'16.0"9.0" 5.0" 8.0" 13.0" EMBED(200DPsl MIN CONIC) 62 16W0"16.0" 9.5 13.5"16.0"I6,0"13,5" 6.5" 9.5" 16.0-16.CF 9.0" 5.0" B.0" 137W 99 Q+ 70 !6.0"L6.0" B.0" 11.5"16.0"16,0" 9.5" S- B.5" 14.0"16.0" 9.0' 5.0'_ BA'• 13.0" T6i 100 16.0" 9.0" 5.0" B.0" 1:30"16.0" 9.0" S.p" 8.0" 33.0"16.0" 9.0" •5.0" 8.0" 13.0" CCC"/ll . .I Ili . . .MIN CONC) . • • ®®F�Qtill%////��l[�9®%/.I//%/%U/JI��%///1-1/4'EMBED 1////Mm,/i,%///%®F�9 t�® ��WON Em N. I WE y ail/ 71/�i/�/ i//l.lim©ffm main i�mddt�J©mdt#7©mmd®®©®®©��©pp[i!d©[�! Iffil IMI �7�iI%9i//%/%%L1'JiF�E�%////%%/////U//l%�E�%///%/U///////////%i® U///.��• %�[d� �l�i%//%ti� • '��" man Xm ll�O�Q/©mumm—_ m m©mmmmm ' m mmmm© cammmEm � • • �r�%%/i����/..�,ii//. iiiirrriirr/riiir�i,,�i 9ir� •I � �¢� �iiii��r�riari/riim/� �i��i i/ii .,....,,..,.... ////� � ll /'%! .MO '• 10 ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK 111I11I 11 0RANH1_BENNARDO, ,, 4PEoa4659B 2"MIN EDGE DISTANCE C1x1<••' �i rj Spam Up To 6'-D" Spans Up To 8'-3" Spans Up To 12'-0" `_P:•'• 7 LOAD CONN TYPE CONN TYPE CONN TYPE (("C.'' _ s. ANCHOR (�� a. C2 C3 C4 CS [f C2. C3 C4 C5 CL C2 C3 C4 CS *,; No PE004654 i tY 12 SMS W/2"EYEWALL 43 I6.0 Ifi.O" 7.5 9.0 L6.0 15.5" B.5" 4,5 6.5 15.5 8.5 4.5" 4.0 7.0" _ - 3 ARMOR INSERT W/1-1/4' S3 16.0"10.5 S.O" 7.0 16.0 11.0 6.0" 3.1 S.0"r7L 7.0" 3.EMBED 62 /4.0"7.5 9.0" 6.0 14.5" 9.0" 4.5" 4.0" 7.0" 7.53.5" 5.0"TOI7.5"6,0" 3.5" 5.5" iZ.5" 7.5" 3.5" 3.5" 7:0" 3.S' 3.5"3.0" ,p�`• srArEOF wm0 7.0 3.5 3.55'5.0" _ �t�s•'.F[OgIpA, J y ANCHOR SCHEDULE: WOOD (G-0.55) ��S�oNAL EN Diu"' 'Y/�111IL11 W a ,a_� 3/4"MIN EDGE DISTANCE L4 �4 W st1 Scans UO To 6'-W, Spans Up To 8'•3" Spans Uo To 12'-0" W W UN an q� � LOAD CONN TYPE CONN TYPE CONN TYPE Z I•FR AtlUG i ANCHOR 05f) CS C2 C3 C9 CS Cl C2 C3 C4 C5 Cl C2 C3 G1 CS 2 1/4"LAG SCREW WITH 1-3/4 43 16.0"16,0"11.5"12.5"16.0"16.0"16.0" 7.5" 9.0" 16.0"16.0 14.5' 4.5- 6.0 16.01' O (� MIN THREAD PENETRATION 53 16.0"16.0" 8.5" 10.0 16.0 16.0 16:0 fi.0"_7,0 16.0 I6.0 11.5 4.0 S.tl" 16:0 V1Kdxb 62 L6.0"I6.0 7�0"B.5"No..I6.0"14_5" 5.0" 6.0" 16.0"16.0"11.5" 4.0" SN" 16.0_" W 'p �'-..UlitU4B' 70 16.0"16A'-' 6.0" 7.5" L6.0"Sfi.O"12.5" 4yD" 5.5" 16.0'I6.0"L1S' 4.0" 5.0 16.0 ,.T 0 100 16.0"I1.5" 4.0 5.0" 16.0"16.0 11.5 4.0" 5.0" 16.0"16.0"11.5" 4.0` 5.0 16.0" G 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" S.F. 1.13'MIN EMBED 0 1/4-20 53 16.0"10.5' S,5" 8.0" 16.0"1110" 6,0" a' 5.5" 11.0" 7.0" 3.5" 4.0" S.F. lll���.nnn SS MACHINE SCREW 62 14.0" r 4.5" 6.5"ME 9.0- 4.5" 3.0" 4.5" 7.0- 7.0" 3.5" 4.0" 5.0" p0 "� 70 12.0" 6'.0"3.5" 5.5" 12.5" 7.5" 3,5" 4.0" 5_5' 7.0 3.5' -__ _ _ _ 100 7.0" 3.5" 4A" 5.0" 7A" 3.5" 4.0" 5.0' 7.0" 3.5" 4.0" 5.O" .,. 3 4'14 SMS OR R14 WOOD 43 16.0 16,•_0"12.5"14.5"16.0"16_0"16.0" B_D" 10.0"16.0"16.0"11.5" 5.0 7.0" 16_D" w{� SCREW WITH 1-3/4"MIN 53 16.0"16,0" S5 11.5"16.0"16.0"IS•0" 6.0" 8.0" I6:0"16.0 9.5" 4.0_' S.5" 13.0" THREAD PENETRATION 62 16.0"16,0" 7.5" 9.5 16.0 16`0 11.5" 5,0" 7.0" 36:0"16.0" 9.5" 4.0" 5.5' 13.0 -e l m �ppap�ppp 70 16.0"1'.0" 6.5 8.5 16.0 16.0"10.0" 4.5" 6.D" 14.0"16.0" 9.5" 4.0 5.5 13.0 y b, ¢n 100 4.O" 5.5' 13.0"16,01' 9.5" 4.0" 5.5" 13.0"16.0" 9.5" 4.0"15 13.0" c°O n 0=1 cr ANCHOR SCHEDULE: WOOD (G=0.42) Z < 3/4'MIN EDGE DISTANCE Soaps Up To 6'-0" Spans UO To B'-3" SE@ II s Up 7O 12_D" WAD CONN TYPE CONN TYPE CONN TYPE o z ANCHOR (P�Li C2 C3 C4 CS Cl C2 C3 C4 C5 Cl C2 C3 C4 I CS p 3$g 1/4`LAG SCREW WITH'1-3/4 43 16.0"16.0" 9.0" 10.0"16.0"16.0".16.0 5.5 7.0 16.0"16.0" 9.5 3.5" 4.5" 15.0" P MIN THREAD PENETRATION 53 16.0"I&W- 6.5" 110 16.0"16.01'12.5" 4.5" 5.5" 16.0"1S.0" 7.5" 3.0" 4.0 1L0" 44 N 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" rr S v 70_16.0"13.5" 4.5" 6.0" 16.0"16.0" &0" 3�0" 4.0 11.5"15.0" 7.5" 3_0" 4_0" 11_0" Lam_ E d OD 15_V 7.5 3.0" 4.0'T 11.0"15.0" 7.5"13.0" 4.0 I1.0"15.0" 7.S' 3.0" 4.0" 11.01, AL4 SMS OR�l34 WOOD 43 16.0"16,0_' Ks-_30.5"16.0"L6.0"12.5" 5.5" 7.0" 16.0"13.0" 6.5". 3.5" 5.0" 10.5' D p, SCREW WITH 1-3/4'MIN 53 16.0"16.F 6.5" B4O" 16.0'16.0". 8.5 4.0" S.S' 16.01,10.5" 5.5" 2.5" 4.0".7,5" O THREAD PENETRATION 62 16.0"11.5" 5.D" 7.0" 16.0"ITT' 6.5" 3.5" 5.0" 10,5"50.5 5.5" 2.5" 4.0" 7.5" 4' 3 10 16_0"•9;5" 4_5" 6.0" L6_0"lf_D" 5.5 3,0" 4.0" 8_0 30_5';.5.5 2.5" 4.0" 7.5" I.o 10-5 5.5" 2.5" 4.0" 7.5" 10.5' S.5' 2.5" 4.0" 7.5" 10.5" 5.5" ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK e1 ! 4"MIN EDGE DISTANCE LOAD Spansgp.To6'_0" Spans Uu To B'-3" Spans UP TO 12'-0" O ANCH00. (Ps000NN TYPE CONNTYPE CONN TYPE Y ClC1 C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 C5 RI 5116-TiW TAPCON XL W/ 43 16.0"16.0"16.0"I6.0"16,0"16.0"16.0"is a, 16.0"16.01,16.0 15.0 9.0" 14.01,16.01, A 2-1/4'MIN.EMBED 53 16.0"I6.0"16_0"16.0"16_0"16_0"16^0"11.0 16.0 16_0"16_D"12_0 7.5 12,0"16.0" Y 62 16.0" 14_0"16.0"1fi�0"16.0'15.0" 9.0" 14.0"16.0"16.0"12.0 7.5 12.0"16.0" a 9 70 16.0"16.0"11-5"1fi.0"16.0"16.0'12.5" 8.0 32.5 16.0"16.0 21 0" 7,5�12_ll"y16.0_' 999B 10D 16.0"L2.0"�7.5 12.0"16.0"16.0"12_0" 7.5" 12.0"16.0" Sim-GEED ULTRACON W/ 43 16.0"16,0i10.5"14.CF 16.0"16.0°10.5" 6.5" 4.5" 16.0"11.0"I 5.5" 6.5" 9�0" cj 2-L/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" CCPtARORWKLe91WOD1E �m 62 16.0"10.0" 6.0" 9A16.0'.11.0..5.S' 6.5" 9.0" 9.0" 6.5" 15-2339 W�u 7D 15.0" 8.0" 5.0"f B.0" 15.5'1 9.5 / ( 5.5" 7.0 9.0" 6.5" SCAM ,k i 100 9.0" 1 5`5' 6.5" 9.0" / 5.5" 6.5'• 9.0P// 6.5" PAce OearnlPnO"I 2"MIN EDGE DISTANCE C4 C5__CL CZ C3 C4_ CS Cl_.�2 1:3 C4 PS .. _ _ _ _ Ol25MS W/2"ll'EWALL 43 16.0"16,0 9.5 11.5"16.0 16.0"14A" 6.0" B.0" I6.O"1,15 7.5" 3.5 5.5 11.5 ARMOR INSERT W/2'EMBED 53 16.0"16.0" 7.0" 9.0" 16.0"16.0" 9.5" 4.5" 6.5 16.0"LI.S" 6�0" 3.0" 4.5" 8.5" 62 56.0"13.0" 5.5" J Y; 16,0"14.5" 7.5" 3.5" 5.5 12.0 11�5 6.0" 3.0 4.5 8.5 ANCHOR NOTES:SEE SHEET �-.�. 70 56.0"10.5" 5_0" 6.5; 16.0"12_5' 6.5" 3.0" 9 FOR ANCHOR NOTES. 1GO 11.5" 6.0" 3.0" 4.5" 8.5" 11.5" 6.O" 3.0" 4.5" 8.5" 11.5" 6.01' 3.0" 4.5" 8.5"