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Product Approval- FL3757-R6
r y, Kp t a 4 6ti in . ir s , BCIS Home Log In User Registration Hot Topics i Submit Surcharge Stats&Facts i Publications FBC Staff 1 BCIS Site Map Links ! Search 1 Florida r .. Product Approval ,, USER:Public User .V .rtsi s^.r Product Approval Menu>Product or Application Search>Application Cyt>Application Detail re`` FL13757-R6 Application Type Revision Code Version 2017 Application Status Approved ' Comments Archived Product Manufacturer Town and Country Industries, Address/Phone/Email 400 West McNab Road Ft.Lauderdale,FL 33309 (954)493-8551 tomj@tc-alum.com Authorized Signature Frank Bennardo • frank@engineeringexpress.com Technical Representative Thomas B.Johnston Address/Phone/Email 400 west McNab Rd. Ft.Lauderdale,FL 33309 . (954)970-9999 tomj@tc-alum,com Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Frank L.Bennardo,P.E. the Evaluation Report ' Florida License PE-0046549 Quality Assurance Entity National Accreditation&Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By ORLANDO L. BLANCO,P.E. !J Validation Checklist-Hardcopy Received - Certificate of Independence FL13757 R5 COI Indeol.pdf FL13757 R5 COI Indep2.odf FL13757 R6 COI Inden3.ndf Referenced Standard and Year(of Standard) Standard Year ASTM E1B86 2006 ASTM E1996 2005 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 • ' Equivalence of Product Standards • • Certified 8y Florida Licensed Professional Engineer or Architect FL13757 R6 Eouiv Egilivl.pdf FL13757 R6 Ecuiv Equiv2.pdf • FL13757 R6 Eouiv Eciuiv3.ndf 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 Dwol.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 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 IT Dwo2.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 FL13757 R6 II Dwg3.pdf • 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. I Created by Independent Third Party:Yes • INextl Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an WEED employer.Coovrioht 2007-2013 State of Florida,::Privacy Statement::p,ccessibllity Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mall address released in response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by trudlional mall.If you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The 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 email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please dick her.. Product Approval Accepts: • r!Z Ira 11 Credit Card • Safe I I I . 6.8 STREAMLINE SHUTTER "",�/".''''' K65' ,`E FOR USE WITHIN AND OUTSIDE THE HVHZ ;¢�' ,_„„..,..,...„,. ..,147 :� GENERAL NOTES: �. Na PE0046541�:• 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING •• . =*i CODE SIXTH EDITION(2017) FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE * •k'- ZONE,AND THE INTERNATIONAL BUILDING CODE(IBC)AND INTERNATIONAL RESIDENTIAL CODE • UNLIMITED WIDTH o 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'•,_ �� m = 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE i . S ORIOA. )-117‘ N „� DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE ` REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE Pti/,�N C04 , 2 FLORIDA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN 'I1 i t i I i''\‘'''''10 �1 PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. s 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E1B86/E1996/E330. 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 . ka 6I{p SAFETY FACTOR. p Z $ H S. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND WW812111 ~ ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL I PLAN VIEW W °u W a 11 b CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. r s 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND I/� v w w LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. a r .o 0 a 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE .�@ i •' DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR • WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0.85 c INr SHALL BE USED. '' 8. THHEESYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC vi N 1. 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL E a ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME m yPRODUCT APPROVAL USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER1 61019-23 OF THE FLORIDA ADMINISTRATIVE CODE. ■ w$a10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THEWan CONTRACTOR ODES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR ,(67 L-Q, $ VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM " Afir 9.c a 0., THE STRUCTURAL SUBSTRATES DETAILED HEREIN. t,'] v� °L C' 11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL +�► =m. DOCUMENTS. HURRICANE PROTECTION Bo7TOM ^� 1 12. WHEN THE SITE CONDMONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING --- `� OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIGNED,DATED AND - TRACK SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE LOCKING MECHANISM,SEE g DEVIATION,.AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL 13. INFORMATION:EACH ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM TYPICAL PLAN VIEWS g 5 TOWN&COUNTRY INDUSTRIES TYPICAL ACCORDION FORT LAUDERDALE FL MISSILE LEVEL D-ASTM E188� E1996&E330 CD SHUTTER ELEVATIONaTAS 201 202'&203 N.T.S. EXTERIOR ELEV FLORIDA PRODUCP APPROVAL NUMBER TABLE 2' 14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 K.S.I. 15. AU.BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A MINIMUM SEPARATION FROM GLASS w MINIMUM TENSILE STRENGTH OF 60 K.S.I.,U.O.N.POP RIVETS SHALL BE 1/4"0 OR 3/16"0 5052 A ALUM.ALLOY. NON-HVHZ ESSENTIAL R= ,n� 16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR BOX LOCK AT CENTER OR SIDE CLOSURE. HVHZ FACILITIES S 11-11' i 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. SHUTTERSPAN INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS sI I�2; 1 19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". 5 30'ABOVE >30'ABOVE 5 30'ABOVE >30 ABOVE 20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. ..11 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. GRADE GRADE GRADE GRADE sl 0 0 E 1: 9 22. SHUTTER MAY BE INSTALLED WITH UP TO(2)ADDITIONAL BLADES OF SLACK. 7p^ 2-1/4" 1-618" 2-3/8" 1-518' 23. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 99" 3-1/2" 1-718" 3-5(8' 1-718" TABLE 1: +zo" 4•ve• 2" 4-114" z" _ligiti TABLE 1 NOTES: N 1, DESIGN PRESSURES SHOWN IN"ACCORDION 144" 4-719' 2' 5' 2" I ACCORDION SHUTTER SHUTTER SPAN SCHEDULE"ABOVE ARE2 a MAXIMUM ALLOWABLE DESIGN PRESSURES TABLE H NOTES: SPAN SCHEDULE 2. HVHZ:DEFINED N D AS COUNTY AND RBROWARD AMFLORIDA.OCCVIRI 0RWELTENATOPE AT EACH RESPECTIVE SHUTTER SPAN. 2. NON-HVHZ:DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY ANO BROWARD COUNTY POSMVE NEGATIVE 2. LINEAR INTERPOLATION BETWEEN SHUTTER FLORIDA. 15-2339 SHUTTER DESIGN DESIGN SPANS I5 NOT PERMITTED.FOR SPANS '3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND i SPANBETWEEN PR THOSE INDICATED ABOVE,THE ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A W-AM I- PRE93URE PRESSURE DESIGN PRESSURES FOR THE NEXT HIGHER MINIMUM SPAN OF AT LEAST 30". PAPE DUCRIPT1ON• P3F (PSE) SPAN SHALL BE USED. 4. INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ WITH SPANS LESS THAN 30"SHALL • 72" 100- --100 HAVE 2-7/8" MINIMUM SEPARATION FROM GLASS WHEN 5 30'ABOVE GRADE,AND 1-5/8'WHEN>30' - 95" 70 E. 70 5. UNEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED,FOR SPANS BETWEEN THOSE 11 INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED. C 120• 63 53 6. SEPARATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM 144" _ 43 ___ _ _40 E1996-09. -- • • . ````"I'''n 1I/7; ENE 665/9HNnM0'P'.6 S PROJECTION VARIES • ..`\Qy,NK L.. - • ' F.,. r' 2.874• , •� 4.874"MAX. ` L .;',,,•:, ,. ,7, 0.062" 0.450' o O.OBD• - 00465q� T §-r0.125" �-1.630" ` 0.062" 33 Ia - :O_ .) ry 1,708' 0.100' N 1.705"--0.100. - --1- i 0.080" 0.063'rt -O -* 'D N o.19s" >r- o HT1 z.ezo ,n ' sT4reoF 0.195" 0.096' L 0.060" 0.070' Ni 0.060" I r•+ t� .c` 1 -- -- �T 1 n 0.630"-}--{ 0.630" 1�1 0.062"r1 1 }-1.908" �ORIDA G\ • - Ir 0.125' I 1 1.990. I -/ i.,...,.,-,e,11 0.630• �y�1 0.062' 0.630' 0.062' �{�I I l 0.143' I r0,09Cflj��LE`0 i4 I I ._..L-+ V iA69"-f }---10.971" I }0.971.10.143' ^11t-1T^ /lllllll I� gNzz•1 1r fir- 1. J �' OXWO' O.OGr' .1:070" m } { 0.630' VY GZS1 .200' I I 0.062" 0.200' Q� I 0.630" p-p6" " I 0.062" It O.D62 1' .1 '�._!. u_ 1.069• 3.069" // I _____.1_,_1_4"." ,g / 1<p pyyQ7o ��SUPPORT LEG OPTIONAL) 5-1.069'-} 0.620 0.062. 00° 83 �10� }-1.069" W 5.745"MAX. • -5.745'MAX g 1 WALL O BUILD OUT WALL 3 STREAMLINE CEILING TRACK 0. STREAMLINE WALL TRACK - )HEAVY HEADER/SILL C6)LITE HEADER/SILL t'•`7/ owa0� 7 SCALE:HALF SIZE SCALE:HALF SIZE O SCALE:HALF SIZE ��// SCALE:HALF SIZE �✓ SCALE:HALF SIZE `/ SCALE:HALF SIZE I�I( ,..,O WHERE SHOWN,SCREW BOSSES N d a.FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS 0.874"1• 2.655" 0.875' R. T--,,___2.195" ii _0.510' I! r;21Z. uill1230 0.060"_ � 5..1.iII7�-L I1: jr-II{ 1�r.„,q 1 1--2.655" jII N I I,LO._;�al n I D m N 1 0.105" j� f `2.362'� 4.84" czz� V 1.069" I I , ri ��J.831• :� N fn � rI I :�-,,.: t---� IIr a.51D" �ygg .� "t .= l OS,1 ... •-1.069"- - =0.105" N r' :I n O.D75' n¢ O�' 0.075• ,`N� I _ O ° D.los^� o.l I I I • f .:a - O.Da4.3 .1 3 N. 4.510" 1 -- ----- l� '-_-" �_ `!,-- 1 -• -•=--_-) 0.994"i -�I g p R l 1 ��� .---- - - 0.07 -L NOTE:TESTED THICKNESS OF ' 8 0.781'7- } --� I }---A.510' } ` 3.506"� BARE METAL,WM PAINT IS 0.039' °1 n SILL CO SILL ADAPTER O EXTENDED SILL �D EXTENDED SILL,_ADAPTOR �1 ADJUSTABLE SILL BOTTOM �3 6.8 STREAMLINE SLAT/BLADE $ ----�� `iii'SCALE-HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE•HALF SIZE SCALE:HALF SIZE SCALE HALF SIZE 11 R 1 X111 1111l91! a q iE 0.143" 0.143" �_ 1.700' 0.143" 0.080" 096" D.a0.n " 0.341" -1.570' I 10,510" ' - t-7106 - 0.0700.245" C' r*;; i5T 9 LIM�� • 0115" 0.060•- .117' e 4.753• I _ (6¢1 4. - 0.090"ry N -0.096" �' a gI 4.510• f N F-0.190• _ ,!1„..,......"" �0.oeo' • 5 1� g I - o 0.682• { 1 0.630' 0.060" .II,: 0.09" 0.227' I 0.693" •- .:° 15-2339 NOTE:THICKNESS OF BARE 2.822" j--1.625"� } 1 0.420" rCAte' I METAL WO PAINT IS 0.039" ' NAMP IOf1QNj 0 6.8 STREAMLINE STACK 0 RADIUS CEILING PLEADER/SILL 0 6.8 STARTER 0 WALL SILL CLIP -@ WALL SILL SCALE:HALF SIZE SCALE HALF SIZE SCALE HALF SIZE SCALE:HALF SIZE SCALE HALF SIZE • fIIANNL eENNM00 P,� `IIIII1111111_rr IPIDW6'+19 {..` 1-0.125" 0.610' STAINLESS STEEL- T r1.950" 1 i-•+ NYLON WASHER OR ; .,p�NK.r�� x: I , °, 'I II ALUMINUM .---1 <c ,• U , 7 • /„..-_-.0 .........As,07370L.:10 . I � HOLE +.0y50" _r n 0.357". -O 1;• N F •,_ `J NYLON <8 14"w N III��-1,10 x 2-3/4"410 HT S.S. 0.276' b O pFpOgbV •. 0.850 0053' ,.JI WHEEL "Ill; ,.-',o l w INSERTS SCREW W/TC ULTRACOTE 1 0.591" -� ?�• 4g �- - -. r0_120120_r INTO COATING N L-1,100•-f f-0.240" -1- TRACK (TVP TOPS BOTTOM) ry0.062.1- .- I .062'- �� ,• "Vr•9T. •.`-fL x I .- C LL I TYP.AT EVERY OTHER I 0.750' NYLON BUSHING W/WASHER: ) • �i,LP,..' ?IDAF w Iq f S. + 0.870"• 7/16"0 xI/2'@ INTERIOR JOINTIDP I I •�i0jy ••••• • 0 ig. INSIDE JOINT AT TDP. -T•Y 0.154' 0 137• i Ti X HE CAN1'BE INTERIOR EXTERIOR ���AC I I I I • �w CYLINDER-SOLID BRASS,NICKEL PLATED �r N o' S I g ANGLE HOUSING-ZINC DICAST,POWDER COATED EITHER USED ON EXTERIOR r I t 11111 CE SCALE HALF SIZE 22 ROLLER ASSEMBLY 24 BUSHING ASSEMBLY DETAIL P6 BOX CENTER INSERT r�r�� X 151` SCALE.HALF SIZE NOTE: MAY BE KEY OPERATED OUTSIDE LJ a' �++ zS SCALE HALF SIZE SCALE:HALF SIZE .m OR KEY/THUMB TURN OPERATED INSIDE. z ��.p HO.TED• " 23 BRASS PUSH LOCK W Do�wE SCALE:HALF 512E /71 Owe 1 �, 60.155' 1.975" 2.125• �'Y 2 w W 50500" 4.000' 0,206.1 _-L71a 0.266" 1.603"- 0,267'- r •4 0.500' 0.623• -1.224"-- $ T o.ioo" 0.090" 0.319" '11 0.531" 0.531'j ' ry 1_i 0,069• to- ...i n '. 2s; n z.zsD' o D.z - �. } T.- f 1 i j s 0.250 I\I -_l- obi j.09' q .`26 0.607" I I I 0.607' I I , P a 0.118' 'T 1_0.224" 0.239'• f' L171 r n FE.,:' !� 1n °i i� �^ 1_J a y3 I 0.060• 0.996"- 0.240" I� '.^.m 1.v, L ..1 g C 2.750' 2. "1 U .� .i .�.i.r �'1 n 1.758"--1 r Iv I _L .,g„01g• EDI 7 RAINGUARD L8 DECORATIVE FLOOR TRACK 3,476" ' ► 1 1 " I 1 a SCALE:HALF SIZE SCALL.HALF SIZE 0.160" I 0.222 y T- 5.240". I- C:::)11ft 1.001 0.062"0.062' 0.062' 0.176'3d UNIMATE LOCK31 MALE BOX CENTER FEMALE BOXCENTERSCALE:HALF SIZE SCALE HALF SIZE - 32 SCALE•HALF SIZE m' I a7 0.062 3 5.500'x 13/16'WIDE- {I 1I 0.400' I :c ac i e 'A I r 167" 1{III 7/16"0 STAINLESSMIMI illeihIII 1 �- STEEL NUT B f _ - 11111 1 .COb 30 6 -- �- til lit• • •• 0.125• � - WS � • 2 . 0.190• (■) - �8�� I BD .1_ .n,P, Him 9J16-18x1 MACHINE SCREW d�! roe °� I• 0.430" 5/16.0 INTERNAL STAINLESS STEEL .. 170.121' } 4.500'- I (-0.689" POWDER COATED,ZINC DIE-CAST THREAD HEAD STYLE VARIES 1^ T a i S i g l loi'l SECTION A _ I l.Dso @ e ofLTq MO EL 7 '2 36 T'LOCK ADAPTER 3 j 7-SCREW INSERT 38 THUMB SCREW bl o JJtiI 6�d��a; ee INDUSTRIAL SYSTEMS (OPTIONAL) O SCALE.FULL SIZE O SCALE.FULL SIZE g -r;;o.25a• 4UD •10b B 35 BOX LOCK _ SCALE:HALF SIZE ry 0.319 I SCALE.HALF SIZE 2000' ' FND STRIP 1" 1/600- Y L� 2" & 3" EXT a EE I I---1.625'----{ {-1.500•-f I 1 1"425 E a I I ID.175'J SCALE: HALF SIZE O 0.00.1?5" -5.003-"7-' �'@��. - T O.OBS" b • Ii1Niillii. b - - -0.126' 0.250• - ry B"-0.093• IXIIRl7RRWKLmMY100PE D.oas• I 15-2339 1 I 1 1 'swum' Mat W I SDOII/RaII } 7000" ALT. 1" END STRIP 1.5'x3°x0.093" ANGLE �� 39 2X7 ANGLE O 21 Y 25 2"x3"x0.125" ANGLE SCALE HALF SIZE SCALE.HALF 512E _ SCALES HALF SIZE /1 1 SCALE•HALFSIZE__-_- __-__ _ '__ ____ - `'11f�1 • 704 BEiEg"RUO,P.E, • ANY ANCHOR PER ANCHOR EDGE l DIST. •• \ ;1�„'?- /! SCHEDULE LD 18”0.C. EXISTING DIST, T GLAZINGI ' 1SEE END STRIFC_ - ULE FOR MAX. ND'E004 ON z N SPAN WHEN U51�G: *._15 A ANGLE EMBEDF J . 20,40a,40b OR.aOC ( -II* 8Mt (INTERIOR) LEG D REQTON p°dG 1/4^ OR 8.8 START •1}• "-+ o VI�- EMBED. (b J g E • . ___ IMAX. WITH21 OR2S'QC s-T,.0 ,`t .gg Pi• INIMIIIIINIMIMMIIMMI '2 "-MIN.0.062"THICK 6063-T6 ALUM. T i •'^�1� W I•�. C'1�.� ANGLE 1"x 1'MIN.TO 2"x 5"MAX. �Ft• + - _ 21® ///STs/ `4 qq 11 AIME (ANGLE LEG MAY BE REVERSED) // EDGE _ � � � �I, FASTEN ANGLE TO TRACK W/ 1/71 Oj DIST. ... � � /� O( ) _ � 8 ANY ANCHOR PER ANCHOR Ff811 (2)41(0NER,TOP SCREWS BOTTOM;AND Q Wall �i�.��//f00 ` SCHEDULER 18" ATTACH TO 6.8 STARTER W/ m �_ T/v 13 :'� \ #12x 1/2"GALVANIZED OR Z L 0 13 412 x 1/2'GALVANIZED OR 5.5.SMS, S,S.5M5,3/16"O ALUM.POP (f f F p 3� ' 3/16"0 ALUM.POP RIVET,OR 1/4-20 RIVET OR 1/4-20 MACHINE «9^ _ i 6.80"(T YP.1_ USE(1)BRASS PUSH LOCK OR(1) MACHINE BOLT&NUT @ 18^D.C. ALTERNATE END STRIP DERAIL BOLT NUT 18"O.C. , 3 (EXTERIOR) 5/16-1BJ1 UMB SCREW INTO THREADED WITH 6.8 S IAR IER AND ANGLE _ N INSERT.3 AT 1/3 SPAN TO 2/3 SPAN SCALE:3"=1'-0" ANY TRACK W/ K FROM BO OM OF SHUTTER.RECEIVING END STRIP SCHEDULE SCREW BOSSES.. j/.f 2 W W H TYPICAL PLAN VIEW HOLE SHALL BE 3/8"MAX WIDTH,UP TO p6F SPAN R SCALE 3"=1'-0" 1°HEIGHT. 1.1310(2.7") 62 TOWN 72 10D" /�1\ N m 82 B' f -- 112 Bu` USE Ill BRASS PUSH LOCK 132 75* OR It)5/16-18 THUMB LOCKING DETAILS FOR 2'BID(3.7') 02 95' SEE END STRIP SCREW 16ti0 THREADED CENTER MATES 72 8B" SCHEDULE FOR MAX. tl,'-g j a, INSERT DO AT 1/3 SPAN Y TO 2/3 AN FROM __. SHOWN ON RANDOM 3'�®7") 02 83" SPAN WHEN USING 330A d g BOTTOM OF SHUTTER 30 ® DETAILS B2 55iy.^ 20,40a,40b OR 40c, FC RECEIVING HOLE SHALL BE 3/8"MAX WIDTH.UP TO ®D 72` � 1 H 1/4" OR 6.B STARTER4°C. e 1"HEIGHT, IJ. m ��'� ALT.1'810 _ z_ L..., n AK. WITH 21 OR 25. q,6 (2.7^) �. /./ Eo 12 01^ �40 USE APPROPRIATE Z ,lf 132 75' , STARTER STRIP 10 g LI r� 1.6^1(3^ 45 93" WE"62 8T" y 2O) FOR CLOSURE i a Q� 8$s i"1—_ x0.OB3' 57 Ba" • If BUILDING CONOIRONS. o ® fa' 00 0" 1® 64 7' FASTEN STARTER STRIPT� (INSIDE) P76TO TRACK W/121 H10x1' V d Q3 73" SCREWS AT CORNER,TOPIp.771 x018' 682 129" ALTERNATE END STRIP DETAIL F.BOTTOM �.yaf 67 123" ANY TRACK W/SCREW 'llwd I {�12 SCALE 3"=i'-0" ✓ 13 '�^F�' n 60 ]7B" BOSSES. a m 0 7111" d � 73 toff' e w SILL LOLL FUR GREATER SPANS OR LOADS THAN Q W 511005 IN END STRIP SCHEDULE,END ��'++ ccyyyyyFp 0 STRIPS REQUIRE A L^xl'.090'CUP ANGLE Si 9 i �� H HID SPAN USING ANY ANCHOR°NUE EXISTING GLASS ®43i 999f ANCHOR SCHEDULE R.IU"]/R'iEK 7 Z — S Q v 13 SCREW OR 110.10 BOLT TO END STRIP. ---- �pj ry W J W 1;e9 ri 30 oN USE 111 BRASS rUSH LOCK 6GT3K$¢,' -x n--. (INSIDE) USE III BRASS PUSH LOCK a l-o OR(1I 5/16-1y THUMB OR(11 5/16-18 THUMB �� \ �A �� Liam SCREW I O�THR EADED RI ! SCREW 1�0 THREADED „,,,,_6(J) J / a INSERT(N3.7L)AT 1/3 SPAN :'ILL leg INSERT 7 AT 1/3 SPAN '� J a 5 TO 2/3 SPAN FROM /7 i +g TO 2/3 S AN FROM f'Ys BOTTOM OF SHUTTER ' l -A q BOTTOM OF SHUTTER r: (OUTSIDE) Al ,f13j RECEIVING HOLE SHALL BE , , 3/8”MAX WIDTH,UP T / 1.1= d P'HEIGHT. 23 "— ® TYPICAL OUTSIDE CORNER CLOSURE • ':—_--_ �� ~� � � @ DETAILS WO/CORNER POST Sti � � 1110111W 3° "'�'�"J i i�Aki "R NTS NDI. ®® @ WP NIMITTRAM-1111 IDOPL `�® 31 ® (OUTSIDE) 15-2339 SILL USE Ill BOX LOCK AT 1/3 A'RI - I- SPAN TO 2/3 SPAN FROM 1,08,51 tCJBPDOlII • BOTTOM OF SHUTTER _ ® TYPICAL INSIDE CORNER CLOSURE SFU DETAILS WO?CORNER POST L�ga MULTIPLE SHUTTER ASSEMBLY U9 MIS ZgI Lei SCAL F..3"=1'-0" I 1 5d ai 1 IS RIANK L 66ryHARUO,P.E, Cl CONNECTION TYPE 511(§,144 ,71 '7 1 • REFERENCE ANCHOR -EXISTING I-OST '^- SCHEDULE FOR MAX. STRUCTURE 1�1 //� • SPACING �' •+ tY 7/"7 • i� `'. CI CONNECTION TYPE; , 1 x' I/4-20 MACHINE BOLT '� ♦ ' REFERENCE ANCHOR 1/2" W/NUT(a 12"0 C OR , '9p I;.• ., O1 ' \ • SCHEDULE FOR MAX /.' 4, 1114 SMS @ 6"0 C Z* i SPACING / 1/2\ ( 9 (TYP,TOP&BOTTOM/,_ro 7 • tDN :* ALUM. TUBE / \\ I'-"_�II�� '1 . 70,n-' y0Ti., I 2 FASTENERS 606.1-T6 ALLOY I lig2/ EACH ANGLE SEE TABLE A FOR SIZE. I�.1w•l lj I 801 6601/ a 6 Z J /�FS„ I)� h��; • ALTERNATE THRU BOLT ' 'r-- JJ Z, ///�,I�t�,WO; n• 1 • 1"x 2"x 1/8" I/ mil Cl CONNECTION TYPE I 0 w • 4�II F.jv-'I�n•1 OR 2"x 2"x 1/8" I/ _ REFERENCE ANCHOR �' 1.71N GLASS W p r %I1 gQ S ALUM.ANGLE -- -- SCHEDULE FOR MAX SEPARA71QJ 13 x14,_. IJ 1 0 m 3 1 Ti ® I..._ I,I SPACING PER TABLE iw-J ZKVari,b THREE 3/16"0 ALUM, . II t 1 I I GLASS •f A w a m .a _ PDP RIVETS OR • ��.�. _!p I II ^I�-1 4�w~ �Will.$N� • THREE H12 SMS,TYP. I' _� OR DOOR- 3/16"m ALUM POP •�I I C.., /11/ d w 1, 17 RIVET OR 4112 SMS ':,1 - --_ A(jf . E 1.7 z r V I �L1 ui (d 1B"D.C.fT 1'P 1 ..__._.. /� h'Nq 7E;•` (S�ORQOIIi , w= 7ABLEA(Lr» \ _ wF r .----„.‘5,,,,,, I)ofrJ\ JN ry PRESSURE VS ALLOWABLE LENGTH l7 M \ MAY USE MALE OR p- r 2'xT><3/B' 3'N O" FEMALE LOCK-SLAT w PEP NoU/O_ 0 --Y- Ni ---: 1/4"MAX FROM PIN 61 130' 108' 13 ALTERNATE THRU BOLT- * T IL GUIDE TO BUSHING CS CONNECTION TYPE CI REFERENCE TYPE WASHER ITYP.1 tTig, 134• 179' ® TYPICAL CORNER CLOSURE DETAILS REFERENCE.ANCHOR REFERENCE ANCHOR '� • �` ti'-- \ y 71 _ SCHEDULE FOR MAX SCHEDULE FOR MAX • I `19 g 019114' 17Y NTS SPACING i' _1/ 14x3/4"SMS Cul 9"O C =F1(Tl o T 1N' 165' 4 2 / ANGLE TO TUBE CONNECTION =rn� I'.I 102 .I10'_ ]60"_-- .' 2"x 2"x 125" .Eel 120 104' ]4T TABLE B Iaq) EXISTING HOST EMBED 6063-T6 ALUM TUBE xE i 150 gT 131• STRUCTURE C5 CONNECTION TYPE I0 1W .00' IN• PRESSURE VS ALLOWABLE LENGTH • y� fig'' EDGE DISTANCE REFERENCE ANCHOR PSP Wfl WO WITH WO SPACING DUCE FOR MAX 6E 111' 166^ FASTENER Cul 1B"O C. E Tz ]or 16T • (USE ANY ANCHOR SHOWN Cb ALTERNATE BUILD OUT MOUNT SECTION 92 101" lqT IN ANCHOR SCHEDULE). SCALE••3"=1'-0" 2.2. 02 90" `1 ���► �� �ha „..i.,..) ,,120 83' 172 wtH 150 79' 19g, O h w30069" 99' __ 0• . w r n '' 2"02' N F v=p tt 3/16 • RIVET OR 9112 SKIS 090"6063-76 MN GLA55 13 > w 0 �1 -0ALUM TUBE TYP 2d PARATION _ Z ,� 1�0 $ (u1 18"O.C. OR 1/4-24 ' F ' PER TABLE ,i'-' O Ill '� 3 NUI&BOL T(TYP.1. 17 3%1G"m ALUM.POP �. C•I�� GLASS 2 Q ¢<a � �^ 9a i. ALUM. TUBE 1,=� RIVET OR H12 SMS Y OR DOOR o a-t- 6065-T6 ALLOY (Al 18"O.0 (TYP.1 E0. II "m SEE TABLE B FOR SIZE. 2'•x S"x 1/8" o — u d . - 2 FASTENERS ix CONTINUOUS • „ '� ©-=' Z En ifidttal 1 1 EACH ANGLE ALUMINUM ANGLE t-x 2"x 093"6063-T6 OPTIONAL ANGLE- INSIDEWil o 16 THREE 3/16"m ALUM. ®ml! t, 1 ALUM.ANGLE,TYP --•'- i o POP RIVETS OR t7 ORIENTATION TYP. - o !��®6 G d1( • 17 I III THREE 112 SMS,TYP. I W ,��\d,�,��.,, ��a , 1"K I"x 1/0" m "` 'Y�� 4 CONNECTION TYPE �y+� E OR 2'x 2"x 1/8" �� - I I _ REFERENCE ANCHOR gg A��R ® ALUM.ANGLE r,. �— \ `'V SC REDUCE FUR MAX �p ��� SPACING 97PiWI91HWRLIEINgw PE • —USE -SLE OR FEMALE — -- -- -- —EXISTING CONCRETE, p :_ LDCK-SLAT , ® ® BLOCK OR WOOD FRAMING lUt 15-23391 p . (OUTSIDE) EE INSIDE SILL MOUNT SECTION ',sum. PANE sum. aamanl 1712 x 1/2"GALVANIZED SCALE 0 3"x 1'-0" • CC4 TYPICAL CORNER CLOSURE DETAILS DR s SSMS,3/16"91 ALUM SIDE CLOSURE OPTIONS - • POP RIVET,OR //4-20 U 11 NTS MACHINE BOLT 8 NUT SCALE:3"=V-0" tr - -- (la 18"O C 1 _z. • • • FRAME LGS�MP NOO, EN, 05 CONNECTION TYPE •E 1• nl. Z REFERENCE ANCHOR EXISTING 11jjUa �' p SCHEDULE FOR MAX STRUC TORE 1• ' \,_ 7 ¢ SPACING �//@RE ` 1 At 14 G\ GLASS ¢�_" GLASS - 0 CI CONNECTION TYPE A S"MAX. �1/4-20 MACHINE 8013Q... `•• - OR DOOR u u OR DOOR---- .- REFERENCE ANCHOR S _ r F w W/NUT @ 12"O.0 (3TJ(L u M 1- » SCHEDULE FOR MAX._ g1 19 NO aG901 5'1 A Z_ s'."'. N ❑ /:_:. #16 SMS LB 6"0 C- r • c��a MN 7 SPACING 1gJ� 1/2- MN. ® V!waw GLASS ® =F 6t,1'. :vm pp \ (TIP TOP&BOTTB� rrY,,1 DN:*_ 1/4"-20 THRU BOLT W/ CiASS X N M ro EPARATIOII N u N a t /Z• N!7 - LZ!` '1 1. EP006110 a=¢a 1114 x 1/2"SMS @ 12"0 C PER X Z Z 1- w h mil; �II LOCK NUT @ 12"0 C OR E I-°'� OR 3/16"0 ALUM POP a ' a v '�I JI ...� I I ' JIl ,. 112 x 1/2"SMS(p1 12"O.C.E.S. PER, �1- TABLE 7 mon p m 15 OR 6 DR i T,J� 1 w {: OR 3/16"0 ALUM POP TABL2 RIVETS(Di 6"O.0 �R 1/6"0 = m w O ' ORa6 _ %\`S.�'-'74.1 1y11 i, �',�• Im RIVE IS @ 6"D.0 E.S. I ALUM.POP RIVETS 12"O C. a �JJ �/ 11 1R 114'•0 ALUM.POP RIVETS I. - - li AND 3 I ¢ ///Q 1h 12"O.C.E.S. --_ -GI . O O II ��� . MN G1�55 w ti W J 1"'i U,1:7 FC ® 0411 ��+ I/4"MAX,FROM PIN ASSEMBLY I, 11-- 1/4"MAX FROM PIN '.,� i 1- 444111 i- SEPARALE 2 Q V w 9 AND 10 II GUIDE TO BUSHING 4._ V2"TYp. UWE TO BUSHING ® r-LL•» .:z. O G is `� -- PER TABLE 2 F..rn=L• O m WASHER ITYP.I w - WASHER IT YP 1 - Ir . Nww �$ c'1y ASSEMBLY I 1J2^TYP EXISTING CONCRETE, m I a', GLASS ==zv� 1+18~�1 "�� V/ �l y: W 3 CONNECTION T'EPE OR DOOR n Z O v° .i a w BLOCK OR WOOD FRAMING Q 0 ''' O '_ REFERENCE FORANCHORFIAX III XZ¢�-F- J 3 s� W I�' �I���� i , SCHEDULE FIAX ' -'p Q it "? 6 'EI i ��� —C4 CONNECTION TYPE DISTa / gaglid REFERENCE ANCHOR , SPACING , J L.O7 /ill /l. W a `������! SCHEDULE FUR MAX Y Q (7 ,/ / 1�� SPACING AS SHOWN WI II {�)/�_Irilir. --CJ CONNECTION TYPE Ito DIAGRAM ON RD.9 w I- '� REFERENCE ANCHOR O '� 5 OR 6 OR _ _ EXISTING CONCRETE, w p Ia SCHEDULE FOR MAX. (D BLOCK OR WOOD FRAMING i. -f{ j SPACING ALT FASTENER /2.0 I•�1���'��i 11/4-MAX.FROM Pit/ A / I LOCATION.FRONT AND CI CONNECTION TYPE ,I• GUIDE TO BUSHING BACK ANCHORS NOT REO'D REFERENCE ANCHOR _ t/2." WASHER ITYP.1 tin rn E/ I/4'MA% FROM O INSIDE MOUNT SECTION SCHEDI.ILE E-AN MAX A ` y /a3 � : FIN GUIDE TO WITH THIS LOCATION SCALE:3"c 1'-0" SPACING / /�I 19 Wnd ANCHOR g + BUSHING WASHER INSIDE MOUNT SECTION I 5 CONNECTION TYPE 0' R &+ (TYP.1 OA SCALE:3•'=1'-0" /ill�• SCHEDULE EFOR MAX '^ � ,' EXISTING CONCRETE, SPACING `-2 )e p m _ 1 BLOCK OR WOOD FRAMING EMBED. 'DS1 ce,1 �� Cq BUILD OUT MOUNT SECTION —g` � I — TYP BOT10M1 EXISTING CONCRETE, O SCALE•3"=1'-0" r BLOCK UR WOOD FRAMING NOTE FOR DETAILS A,B,D,AND E ON THIS SHEET', err EDGE DIST EXISTING s THE BASE TRACK MAY BE INSTALLED IN SECTIONS Cl COIJNECIIUlJ TYPE ST RUC7UHE WITH 1/4'•GAPS.PROVIDED THAT EACH SECTION HAS d REFERENCE ANCHOR EMBED --CS CONNECTION TYPE 3 A MINIMUM OF O SETS OF ANCHORS AND IS A ' SCHEDULE FOR FIAx 35 , IEI© REFERENCE ANCHOR I3 MINIMUM OF 12"LONG.THE SILL OP,CEILING TRACK w^ SPACING L` SCHEDULE FOR MAX 8 k USED WITH THE BASE TRACK MUST BE CONTINUOUS . ! ©. �� SPACING OVER THE GAPS BETWEEN SECTIONS. 1 15 P� � I� do 1/2", C1IRC) 0 GLASS MNansII111 ¢a=C— p- w O � ill _.. Ir!- yw OR DOOR J■ w N 12 x 1/2"EMS®12" EPARATIO- 13 r o m w IJ 17 W .- Mill as b I -wCCC OR3/16"'"B ALUM, PER ='=-Z"m - +i Irw7W a Pi� ■ w» PUP RIVE iS 6"OC TABLES ClLOvI¢ IL 13 '' .0 w6/ g N=- X Z p Z GLASS OR �� N w ¢ VI w OR 1/4"0 ALUM POPII q'�0 DOOR--rMN.CLAS =2 6L;;;;)' u.r U g 1t 2 0 13 �I_=w RIVETS d12"0C.\ f-oaARAT10 Ii,' mH pNOJfi MNG1A55 Nr-cumC TAF3lE2uSEPARATION L'J� a a w PER TABLE2 wpz' __ - a� a „�I I p P 1/r.-20 5.5 MACHINE C x o a ? AND® •�I' 1/4”MAX FROM-PIN 7_ u'A ggg SCREW&NUT @ IIIIII -E N ASSEMBLY 1/2" _ i- a Y < `a 1/2 �I GUIDE 10 BUSMNG _ r 12"0C. GLASS -Ir w '� :TYP. WASHER ITYP.I u F .3111 -I', OR ODOR . ' I� I/4"MAX.FROM PIN IT� + w 1 �1/4_MAX FROM PIN__ � . { y '�E: a GUIDE IU BUSHING W! y' I�'' II�` <:4 CUNNEC1107V TYPE A p _ME f—I/O" GUIDE i013115MING �¢LCJa �1 I S 6E WASHER(TYPI 4 EDGE/ REFERENCE ANCHOR O WASHER ITYP) IHd9UH� G ry Y m EXI511NG CONCRETE, � �� DIST. SCHEDULE FOR MAX / R111WJEIT6W(I, ILYDOPE BLOCK OR WOOD EXISTING CONCRETE, SPACING AS SHOWN �� 2 CONNECTION TYPE FRAMING 4 CONNECTION TYPE IN DIAGRAM ON PG 9 REFERENCE ANCHOR 15-2339 pq E BLOCK OR WOOL)FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX. K 3'x 1/4•'CONY - 3 CONNECTION TYPE 1112 x 1/2"SMS @ 12" SCHEDULE FOR MAX SPACING SCAM - 063-7R ALUM.ANGLE REFERENCE ANCHOR SPACING ALT.FASTENER 1'���UIIPEIONI MAY BE REVERSED / • _ FFOR MAX 0 C.OR 3/16"O ALUMEXISTING CONCRETE, I�i ' • SPACING POP RIVETS @ 6"O.C. BACK TANCHOROS NOT NRED O BLOCK OR WOOD FRAMING v,S SHOWN DASHEDI OR 1/4"0 ALUM POP . - WITH THIS LOCATION N9 O WALL MOUNT SECTION RIVETS @ 12"O C. D O CEILING - t'INSIDE MOUNT SECTION O SECTION BUILD OUT SCALE:3"=t'-0" SCAALEE:3"- C.0" SECTI0 SCALE:3"=1'-0" / J` • • nN GLnsS FAN16 L.IE NN100,RE GLASS SEPAAATioN Z 111 (�rIi OC 55q�9 OR 00011— PER TAME -Ogg' 7 .•�:� r,_ !I! U' CZ- • .,....-11....:-.'17t11, .1 ,�,y.r,I�i I_ GLASS OR 'l G U:,1_} .q� '-1j 1A DOOR EC; - :Pt�1.. - -� �, i01 GLASS DR =*: No PE 00465•, ' S own DOOR I to/GLASS _ • �,1 1 X - .. SEPARATION - krn ; •L F cc • nN CtP:S w J PER TABLE 2 T�_� (9 4 �", I= .. D SEPARATION Q I-m • $Tn . \tU11 PERTABLE7_ w wh 4 R. • S N_tif,._ �x Nig. w Wiis'.<or1",i'•.(f� '(- $ � J ir_tI , .:?-1 p _.� -' ® x znv vi '-o"' /I1(7 S>!V{ _ _/� Q �QN V_ U"L. 6 II: /2 1/4"MAX FROM PIN GUIDE £ o a C1 CONNECTION TYPE G w '7�Y ooQ m �j 1. �) n 2B = ` C u, REFERENCE ANCHOR -- • 2. J O z W W ¢�9 16 F II lU BUSHING WASHER IT YP 1 r _ r SCHEDULE FOR MAX. i 4 I6 O J GIO TWO 1/4"0 WOOD Itr 250" 1 - SPACING �.- 2N ! 03�,' ,., ii 2`I' LAG SCREWS M" r g z OC MAX WITH 2" �h C4 CONNECTION TYPE �' !�—II'II1�'�.IIII' 2gp•• -�1 / Ng �w THREADED PENETRATION REFERENCE ANCHOR ,�II ! O w A "T"INTO CENTER OF 2X STUDS ////W I�i. , SCHEDULE4 ING FOR MAX / - .7� jYY/ e o 1. EMB "T'\ 14 SMS[d MIUSP AN BETWEEN �/, • U S W N , , ,},* I8 ./w Il Vi' y STUDS FOR TRACK TO 1"x 4" / ' . / EXISTING HOST STRUCTURE / PLYWOOD R TUBE CONNECTION mPi STUCCO FINISH 1-x r,"x.125" /� 6063-T6 ALUM TUBE IC THIS DETAIL TO BE USED WHEN STUD SPACING N SCALE:3"�1' 0" DECOR IIA FLOOR TRACK DETAIL `/ WALL MOUNT SILL DETAIL wE E EXCEEDS THE MAX.ALLOWABLE ANCHOR SPACING. SCALE:3"=1'-0" O WALL MOUNT SECTION THIS DETAIL MAY u~i g$RI SCALE:3"0 1'-0'•O ALSO BE USED 7,§a xi AT TOP • F. ACCORDION SHUTTER R` 3 PER PRODUCT APPROVAL m b -GLASS cc W ' 3 ] I- I I'rN GLASS ATION OR DOOR hr- Oi V z PER TABLE 2 0 Z N '� D APPLICABLE AT TOP " M z w ^ EXISTING WOOD IG=0.421 A AND/OR BOTTOM c n X Q TRUSS MAX,RAFTER ' LD 2V AU.C. -1 2`7-7/2" IN 3 2'0113" £ w EXISTING FINISH £ N 4 0. MATERIAL I 1m f/2.MIN.- '=1 - •1: S 6 Ail r 1/4'MAX FROM FIM GUIDE : o I,t �� 2"x 5"x 1/B"6063-T6 • S 2"K3'6W6CONTINUOUS OR -} - �-2,175" 1f � UI TO dUSH1/1.WILE IT ASHER 11 Yp I ALUM.ANGLE WI THREE HI a 9 G 2'112' 1 - L-�',. 1/4"TILE IT YP I 1/4"O WOOD LAG . I 1 u _ ,Ip N "11 CONTINUOUS ,� L� FINISH MATERIAL 6061-T6 ALUMINUM ANGLE 3"`7 •^)••(:.2g;T""a"";;L;";;T"`F�C,N_ SCREWS WITH DED `li 1 _ -",-,m` �" "" !/4"PLYWOOD MINIMUM 7tIRE ADED a" r 0.9'MIN.THICK 6061-T6 ALUM TRAIX �""in""""""I;1 PENE TR."T-IN WOOD ATL• �j5 r �4 --1/4"a•A325 GRADE THRU BOLT(d 7^O.0 EACH RAFTER OF TRUSS, I III ©, ,I � ANGLE FASTENED TO /,1//,�, FASTENED TO ANGLE WITH 1/4-2D ir-- DR S/16-0 A325 GRADE THRU BOLT 12"D C. _l + • IL. d 1S 4 • �`/ /40MACHINE SCREWS AT 3"FROM ENDS Ca AN O.0 MAX WHERE JIXISTING J K51 CONCRETE E GAL V,OR 5 S ANGLE EXTENDS BEYOND HOST STRUCTURE WITH _ AND 9.O.C.FOR THE BALANCE S'i0ELCO ULTRACONS AT 1/4"0 ELCO ULTRACON TO CONCRETE/CMU LAST TRUSS MORE THAN a 3'FROM ENDS AND4 D.C. EKISQNG CONCRETE HOST5"OC.W/1-1/6'MIN.EMB. 6'•, ExTE1JD ANGLE TO 'w ■FOR BALANCE WDTH .0 2-1/2"MIN. -I RULZIIRE 3000 PSIMIN IL NEXT TRUSS. Q - &Ili 7{,Ifil OR.1/4"m LAG SCREW ZD 9"O.C.W/1-7/B" w w -� 1 MIN EMBEDMENT AND 23I- MAX•DESIGN LOAD AT 5'-0"MAX SPAN: rnw,EMB. IN WOOD SG=0.4 2.TO 0.55 r N t O •� EXISTINGNERE , 13 ==ZUJ 1111; fMIH EDGE DISTANCE, *62 P.S.F. HOLLOW BLOCK OR STAGGERED WITH 3'MIN. MAX,DESIGN LOAD AT 6'-0'MAX SPAN: WOOD FRAMING.SEE N L~7 O i0 Q CLP1R9fl RN11LIEVWLVIE '- SPACING,TYP. ANCHOR SCHED_ 4 ALUM ANGLE 16063-76) X W'Zt 52 P.S.F. r.),4,_, DUILDOUT MOUNT BASEOONTYPEOP '.'pB 15-2339 STRUCTURE ,n ■r.... - SCALE,NTS (MAX.DESIGN LOAD_72 P S.F) „:7 tACi Oett�InloML T Hb SEALS 3HRU DETAIL r„� TRUSS MOUNT SECTION 9� ,.--_ � 7 . u • • EXISTING HOST ALT.LEG DIRECTION 114RB0011fi119N%AwA G.E.› • STRUCTURE 1/4"ALL POINTS SOLID SET ANCHORS WITH 7/8"MIN �A/j_ .'I• 12'MIN FROM EDGE OF ACCORDION •ROUND WINDOW ‘4,(t.... ;/ • EMBED IN CONCRETE OR HOLLOW BLOCK,3'MINIMUM , .:••t.-' , /i/ EDGE OF SHUTTER, SHUTTER BIADES ASSEMBLY !SPACING,AND 3'MINIMUM EDGE DISTANCE �. _ !r ` TOP OR BOTTOM 1 AX/ (2)6063-T6 ALUMINUM -7 Q._ ,• ANGLES PER BEAM END,SIZE _ • r 0--p 8549 '0 J, 3/2' PER SPAN TUBE SCHEDULE _=*: "�.- ; 0,. 1 • SPAN TUBE PER - 7rII •II!'9!fi y EMBED. IE _3 _ - DESIGNSCHED -� � pa•''��M ^ EDGE OF ACCORDION zz ACCESS HOLE - 3/4 20MACHINE BOLT W/NUT %�0�•.• L E 3F Yp �I�� . /`SHUTTER BLADESEO 12"O.0 OR M14 x 3/4"SMS 6"O.C, i y �, 1� r1,•, ` 3.5"MIN S1��)� ___�J - ^a s ) i' TYPICAL I ii ii �3'MIN IEANo� G S 3 ' 1'1 4 QU . 2.875"9 HOLE(TO RECEIVE DISTANCE 1011110 `Z`J,iFa- Oa g Wg c bMIN.GLASS 13 Z LmROUND WINDOW ASSEMBLY) EXISTING a SEPARATION . x o W � ^ MAXIMUM OF 3 WINDOWS GLASS OR PER TABLE_ A I 3 A^.E PER EVERY OTHER BLADE DOOR- ,,,i a Iriy N�a 616i g O LIGHT-N-VIEW WINDOW • p E GE MIN ff1/2"MAX wa / 'I N.T.S. EXTERIOR ELEV x O �, DISTANCE �, - II t r g 2Z+N ra I ',!it. �, .AW Li,___0°406 L- ��1/L"MAX.MOH PM,GUIDEGWa �f TO BUSHING WASHER ITYP 1H. O £ 1ACCESS 1(4-20 MACHINE BOLT W/NUi • w '^v1 i 3/2' HOLE 12"O.0 OR 014 x 314'SMS 6'O.C. ►l��V�^_.srn 2.875'0 HOLE TOT1, � -SPAN TUBE PER w1� I RECEIVE ROUND EMBED. Vit-- DESIGN SCHEDULE Its11 WINDOW ASSEMBLY , 1 1/2' ' �(2)6063-T6 ALUMINUM T-� yI 1'TT4AX, ANGLES PER BEAM END,SIZE N 6 4 RI m E EXISTING I '1 PER SPAN TUBE SCHEDULE ..o_.1 c HOST 114.9 THRU BOLTS SEE BEAM zm STitUCTURE SCHEDULE FOR REQUIRED NUMBERS '.o \ 1/4"ALL POINTS SOLID SET ANCHORS WITH 7/8'MRI (;a \ EMBED IN CONCRETE OR HOLLOW BLOCK 3"MINIMUM 351 `SPACING,AND 3'MINIMUM EDGE DISTANCE p 0.125`1 - DISTANCE 032, 0.032'0.125' I MAX.DESIGN LOAD=t 72 PSF I . a -T{y/ -_=� ` - SPAN TUBE SECTION ,fit, 0.196"�/ ' (15 N.T.S. VERT SECTION 13 E•4111144 ; A 4g"_ \ SPAN TUBE SCHEDULE h / / \ I ALLOWABLE TUBE NUMBER OF NUMBER OF MINIMUMANOLE ANCHORS PER TUBE SHUTTER 1 SPAN THRU4IOLTS ANGLE LENGTH 4A s ROUND SIZE SPAN I I -}- I Y WINDOW TOP BOTTOM TOP BOTTOM TOP BOTTOM TOP BOTTLkA C g t 8 I ' ASSEM: :i.__._. .YTUBE TUBE` TUBE TUBE TUBE :UB33E TUBE I TUBE [ 11 , / Ya6k �� 123.0' 135.9' 7 2 Z 3 4' 77/ 0.125' 23 f01.r 1D6.9` 2 2 3 . T T123^ 88.9' 91.4' _ 2 2 3 - T (-T // (Cli // \\ 2kBkB0' 129.1' 167.0• 22 __2_ 3 4' I 7' _ EEE / 00' 114.8' 124.1' 2 2 3 3 T I r I 0.126' \ 123' 102.0` 109.8' 2 2 4 _ 4 10^ 10' 50' 138.8' 180.8' 2233T _7•'/ qqqI-}0.158• I 0125 �'• 1227" 155.r 2 2 3 4 7' 10' g.l�92,875` 93.250" 123' 115A" 137.6' 2 3 49 I10' 13' q y80' 1601' _240.0` 1 2 3 4 7' _ID'_ 6 pp• / 1k10'2 --�. _ 14D.0•_ 228.9' __2 _3_,__ A __ 8 10" 10__. '141 e g lSl E� S�S�§ 0.1BTG -123' 132.2' 203.1' 3 4 5 7 13- -iB' 74U '' OST LIGHT-N-VIEW WINDOW WPDEORUVMLB�WG7Pl 29 N,T.S. 'BASIC PLASTICS SLX1431T-UL-941(8 �� SPAN TUBE SCHEDULE NOTES: 1. USE 2'x3'01/4"OR 2'05"x1/4"ANGLES FOR 2"x5'&2"x6"BEAMS. 15-2339 2. USE 2'05"xl/4"ANGLES FOR 2"x8"&2'x10'BEAMS. 1 s _ 3. USE BEAM SCHEDULE FOR DETAIL 3/8. PSB D�I� 4. TOP&BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER • CONNECTION DETAILS.WHERE USED TOGETHER,BEAM MUST BE UNITED TO TOP BEAM SPANS. . S. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND CD BLADE W/ ROUND WINDOW BELOW THE BEAM.MID-SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS, I°' .ANCHORS ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS i iN.T.S. EXTERIOR ELEV ABOVE AND BELOW THE BEAM. 6. LAP BEAMS ARE NOT ALLOWED. 7. ALL BEAMS AND ANGLES TO BE 6063-TE ALUMINUM. O J • ANCHOR SCHEDULE: CONCRETE FRANK E P,E 111 1 !1 Plao465E6616149 ;:..f ,� .))+,1 - 2.5'MIN EDGE DISTANCE _ - \Ns"`` !jC -7- 1 6Spens Up To 6'-6" Spens Up To 8'-3" Spans Up To 13'•0" C ' + r Yn' LOAD CONN TYPE CONN TYPE CONN 7YPE (r�•' • _. • ANCHOR z (P'O Cl C2 C3 C4 CS C1 C2 CI C4 C5 Cl C2 C3. Cl C5 4: '- -"--.-C/03._- . I/4"ITW TAPCON OR ELCO _43_ 16_0"16.0"15.0'16,0'•16,0^10_0'113,0" 9,0' 13,5"16,0"164" 9,5" 5,5" 95" 14.5'• -*,t NO pE00q isgp . - ULTRACON WITH 1-314' 83 15.0"116,0"10.5'14.5.06.0"10,0.12.0" 7.0" 10.5"16,0" Y_5• 45 ®10.5" - 1(- - EMBED(3192p9 MIN CONC) 62 16,0"ice-617, 12,5"16,0"16,0" 9.5" 5.5"' 8,5" 15.0"14.0"7,5" 4.5" 7.5" 10:5" ria_ Z p1. B=383930303. TO 16.a'13.0" 7.0" Ll.0"16.0^15:5"0,0' S.0" 7.6" 13.5"15,0" 7,5" M1.5_7.5" 50,5° Q-"' _ 7 i 0 COM004 ATIO O STATE O. 1 6 100 19.0" 7.5" 4,9' 7.5" 10.5"15,0'7.5' 4,5" 5:7 10.5•'15,0" 7.5' 4.5" 7.5" 10,5 2 5 TVP. 0/ i. COMBINATIOry'-'„15-',51; •.A' 1/4'MILIENIUM MILLFAST 43 16.0'.16.0 15.0'16,0'16,0"16,0"16,0" 9,0"' 13,5"16,0"16.0" 8.5" 9,0" 13.5" ",s '...9.1.!!O� gi WITH 1-314'EMBED(3275ps1 53 16.0"16.0'•11.0"15.0"16.0"16.0.11.0" 7.0" 10,0'•16,0"13,5•' 7,0" ,�7,5•' 9.5" i as/ MIN CONCRETE) 62 10,0'150" 85"13,0"16.0•`16,5" 8,5' 4.5'r 9.0" 13 5•'13,5" 7,0 4_5" 7_5" 9,5" 777/J�NAL I] V 5 g=........ 70 16,0"12_0" 7,0" 11.0"L6-0"14.0" 7,0" 4.5" B4O" 10,5'13.5" 7.0' 4,5" 7.5" 9.6" ' �.IQ wiuQ iC .. _ _ IOD L7.5" 7.0" 9,5"7.S' 9.5" 13.5" 7.0" 4.5"7 S"S" 95•' 13.5"70 A.5"®9,5" (!J 0. 1.5911§�l g ICS b 1/4'ELCO CRETEFLER S54 43 16.0"16.0 16,0"164"`16.0"16.0"16.0"13.5'16.0"16.0"16.0"12.5" 90" 13_0"16,0" ® A (Wy' N W7 2'EMBED(3350PSI INN 53 16,0"113.0"16.0" '16.0'11.0132010:1116.0" 6,5" 11.0"MU ,33�x b CONC) 62 16.0"16.0"12.5'{6.0" 16.0^12.5"121113.0-QM 16,0'_6.5' 11_0"14.0" C El 1U1111TF 70 16.0"16.0'10.5"16.0_'16.0"16A'10.5_' 7.0" 11.5"15.0"10.0"10,0" 65" 114"14,0" p�d= 100 15,0"10.0' 0,5" 11.0"14.0"16.0^10.0" 5,5" 11.0"14.0"16.0"10.0" 6.5 11.0"14.0" r1" a W --E3 _]'MIH EDGE DISTANCE _ _ 77u3 0 O D W Cl _� C7 C9 Cl 14 r C4 CS CI Q C3- C9 C5 NOTE "5"INDICATES ANCHOR SCHEDULE SPACING / •H 1/4"ETW TAPCON OR ELCO 43 1 C1 16.0" 7.5" B.0'• 1 1 CI 16.0" 5.5" 16.0"1 CI 9,0" 3.0" 4,0" 145" SPACING DIAGRAM FOR C2 & C') CONNECTION TYPE: ULTRACON WITH 1.3/4' 53 15,0"16.0" 5.5" 6.5' 16.0"12.0" 4.5" 16.0"14.5" 7.5"/ '7% - C2 CONNECTION TYpE USING PIECE �0 WITH OUTSIDE - _ /i, //� 30.0" ANCHORS ONLY G" EMBED(3192p5 MIN CONC) 62 16.0"12.5"' 4.5' 5.0" 16.0"16.0" 9.0"1 �;0" 14.5"14.5" 7.5"f//j 10,0" - C4 CONNECTION TYPE USING PIECE®WITH m 70 16.0"12.5"4.6 5.0" 16.0"15.0"7.5"'/y/ „-ii o 14.5"7,5" /� 10.0" OUTSIDE ANCHORS ONLY Fdi __ _ __ _ l00-14.5"7.5", U 10.0"14.5" 7.5"j//'/3j, 14 10.0" .5^ 7-5''//� 10,0" 1 1/4"MILLENIUM MIUFAST 43 16,0"16.0"13.0'13.5"16.0"16.0"13,0" 6_5" 9_5" 16.0"13_0" 7.0" 6,5" 10.5" '-OJ ! WITH 1•3/4'EMBED(3275ps1 53 16:0"1fi.D" 8.0" U.S 16.0"16.0" 9.0" 5.0" 7.5" 16,0"ID.5" 5.5" /f//S.S" 7.5" ANCHOR NO7E5: W .1 MRI CONCRETE) 62 16.0"11.5" 6,0" 9.0" 16,0'13.5" 7.0" 4.0" 6.5" 11.0"10.5" 5.5"�f/�,�f%5,5" 7.5" i--.1 f ' J0 16.0" 9.5" 5.5" 8.0' i6.0°11.5' SS" 4 95_ 8.5" 10.5" 5.5"'(j//j%j 5s' AS" 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING �iy( ��JI 7 100 10.5" 5.5"%//5.5' 7.5" 10.5" 5.5'% 5.5" 7.5"10,5" 5.5"7//,5.5" 7.5" ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE g t-1/4•MIN EDGE DISTANCE LIMITED TO 71105E SHOWN IN TABLE 1(Pg 1). ���ff t't5 o 174•ALL-POINTS SOuo-SET 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE!MATERIAL, x111. ¢' u gHCHOR W/7/13.EMBED B, C! C2 C3 C4 CS Cl C2 C3 Cq CS Cl CZ Cq GS ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR 1 (/4.20 SS MACHIN,SCREW 43 16.0"16.0"_8.S' 10,5"16.0' 16.0^12,0" 5.5" 7_5" 16,0"12.5' 6.5" 55^0" 10.0" EOVALTO NEGATIVE DESIGN moll SI{UTTER AND SELECT SPAN GREATER 3000p31 MIN CDNC 53 16.0'15.0_ 6.5" 8.0'16.0' 16.0' B.5" 9.0" 6.0" 15_5'10__0" 5.0"f////4_0_ 7.0" THAN OR EQUAL TO SHUTTER SPAN. E 62 165 ILO 5.0" .0" 16.0' 1L5' 6,5" 3,5" ED" 10.0"10.0" 5,0"'�j''//�q 4•D" 7,0" •�-] 70 16,0" 9.0" 4,5' 6,a' 16.0' 10,5',5.5' 3.0" 9,0" 8.0" 10.0" 5,0"'' A:4.0" 7.0" 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. E P i100 10.0" 5.0"///' 4.0" 7.0" 10.0" 5.0" 4 4.0' 7.0" 10,0" 5,0'2/�4.0" 7.0" 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-S0 HOLLOW CONCRETE o S 3•MIN EDGE DISTANCE BLOCK OR WOOD FRAMING-REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHORALL-POINTS 5MUD-5677 ANCHOR TYPE BASED ON TYPE OF EXISTING TA STRUCTURE AND APPROPRIATE g WI 7/8' E SCREW® Cl C2 C3 C4 CS CI _Cl C3 6. CS Cl C2 C3 CA [5 CONNECTION TYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF l/4-2055 MACHINE 43 16,0"184"16.0'16.0"16.0'16,0'•16,0r4 11.5"16_0'36.0"16,0"11_0" 7.0' 11.0"150" CONNECTION TYPE. �� (3000pe1 MIH CONC) 53 16.0"16.0"13.5.15.0"16.0"16,0"14.0" 8.5. 13.5'16.0•'164^ B5•' 5,5" 9,5°' 1;,0T 5, ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE r�I�f"+, 62 15.0"16.0"10.5 16.0"16.D 16.0"11.0"-7.0•'ILO".16.5"16.0"1,5" 5.5" 9,5" 12.0' ONLY. +c) 0 16.0"15.0" 9,0" 14,0"16.0. 16,0" 9.0" 6.0" 10,0"13.0"1.6.0" 8.5" 5,5" 9.5" 12.0" 00 16,0" 8.5" 5.5" 9.5" 12.0'116,D^ 8.5" 5.5" 9.5" 12.0"16,0" B,5" S.S' 9,5" 1;.0" 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED IN ACCORDANCE WT711 MANUFA DON'RECOMMENDATIONS.EMBEDMENT 1/4"POWERS SS DROP-IN 2-5/8-MIN EDGE DISTANCE _ LENGTHS SHALL BE AS NOTED AND NOT INCLUDE STUCCO OR OTHER W/174.2055 BOLT AND1' Cl C2 C3 CA CS Cl C2 C3 Cl CS Cl Cr C3 •Cl CS FINISHES. r, CONC)ED(3000ps1 MIN '^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" 0.0" 7 VARY.FIELDERE S EXISTING THAT STRUCTURE ARE INTO ADEQQQUA E WOODGFRAMINGONS a C @ ��� 62 16.0'1110..-05:1-i5';' LS 7.5' 12,0'7 16.0'14.5' 7,5' S.0" B.5" 11,S'11.5" 6'D" 4,0' 7.0° B.0" MEMOERS NOT PLYWOOD.FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR A 8 �� ^70 16,0"10.0" 6.5" 10.5"16.0"12.0" 6,0" 4,0 7.5" 9.0" 11.5" 6.0" 4,0" 7.0" 8.0^ SIDE CLOSURE PIECES. eT st a3 q� 100 11.5" 6.0" 4.0" 7.0" 8.0" 11.5" 6.0" 4.0" 7.0" 8.0" 11.5" 6.0^ 9.0" 7,0" 8.0" 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER p ¢` 1/M1'POWERS SE DROP-IN _ 3-1/2'MIN EDGE DISTANCE SHALL 8E LOCATED IN CENTER OF NOMINAL 2"R 4'(MIN.)WOOD STUD,3,14' ,I EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. LAG SCREWS SHALL 1111 I d o It,i i i Q e W/1/4.20 55 BOLT AND CS C2 C3 C4 CS CS C2 C3 C4 CS CI Cl U Gi C5 HAVE PHILLIPS PAN HEAD OR HEX HEAD. QQ 1'EMBED(3000661 ION 3 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" 11.0" 9, MACHINE SCREWS SHALL HAV MINIMUM OF 1/2'EryGAGEME((�q�''OF THREADS IN i CONC) 53 16.0"16.0'•10.5'15.0"16.0' 16,0'10.0" 6.5" 10.5"16.0"12.0" 6.0"- 4,0"-7.5" 8.5' BASE ANCHOR AND MAY HAVE ITHER A OF HEAD,TRUSS EIAD,OR WAFER grafi II 0 62 16.0"13,0"' 8,0: 12.5"16,0' Ulf' BA" 5-0" 9.0" 11.0"12.0"-1,0" CO" 7,5" 8,5" HEAD(SIDEWALK BOLT),U.O.N. "L'i =" 70 16.0"10.5" 7.0" 11,0"16_0' 12.5" 6,5" 4.5'T 8.0" 9.5" 12,0" 6,0" 4,0' 7.5'r 8.5" E) DESIGNATES ANCHOR CONDITIONS W HICF{ARE NOT ACCEPTABLE USES, IC&g " -•100 12.0' 6,0"14,0" 7.5" 8,5" 12,0"5,0" 4.0'f 7,5" 8.5" 12,0" 6.0" 9,0" 7S" 8.5" 1 &gib, _ _ __ _ _ 2'MIN EDGE DISTANCE _ • DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, i g d�i 2 0 112 SMS W/2"EYCWALL C1 raj--C3 Cl CS Cl C3 CE -Cl C2 C3 C4 CS NUT OR WASHER WINGNUT, ARMOR INSERT W/2'EMBED 43 16.0"16.0"11.5"14:0"160_16.0" 7.5" 1 16.0"16.0" 9.0" 4,5" 6,5" 17,5' - f1VRQRTRVRL te4W8]0P1'. (2000pv 1415 CONC) iL MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE, 16,0"116.0•' 5.5" 11_0".165'16,-0" 5,5"�160"14.0'1 7.D" 3.5" 5,5" 10:0" 15-2339 1 16,0"15.0" 7,0" 9.5" 16,0 16,0" ' 4,5"���7,0"®�� 17 WHEN ANCHORING TO HOLLOW BLOCK SDS DRILLS SHOULD NOT BE USED TO [- ��12.0" 6.0" 6.0" ' 14.5" 7.S' 4.0"��14,D" 7.0"®®10.D" DRILL INTO HOLLOW BLOCK NOR SHOGLD IMPACT DRILLS BE USED TO INSTALL Ivye OaIFT1p141 _ 100_-1.1.0_-75'- 7.5^, 5,5" 10.0 14 0" 7.0' 3.5" 5.S" 500"14.0" 7.0" 3.5_®SO.D' CONCRETE SCREWS TO HOLLOW BLOCK AC125M5 W/2.75'EYEWALL •3 16A_'16.0"16_0"10A"16.0"16,0"16.0"10,0"14.0"16,0"160"11.5"6.0" 16.0" • ARMOR INSERT W/2.5' 53_16.0"16,0"12.0"16.0"16.0"16,0"35,0" 7-5'11,0"16,0' 16.5' 9,0" 5.5" 13.0' 111 EMBED(2000pe1 MIN CONC) 62 16_0"16.0' 9.5" 53.5.16.0"16.0"11.5" 6.5" 9.5" 16.0'16.0" 9,0 5.0" 8,0" 13.0" - R ��' 70 16.0"16.0" B5"3" 65" 6,0" 9.5 5S 8.514.0"S6.D9A3,0"T3:0" 13,0" 13,0" _�_ / P 5.0"- 5.0 1``11111)1111/11/' RP1004614911NAn'I 0.y.. ANCHOR SCHEDULE: CONCRETE (CONT.) --• t I* B' 2-3/16"MIN EDGE DISTANCE 3-I/8"MIN EDGE DISTANCE \:Q',• e:�jv�'/ 13 LOAD Spans Up To 6'•0" Spans Up To 13'-3" Spans Up To 12•-0" Spans Up To 6'•0" Spans Up To 0•-3" Spans Up To 12'-0' - ``CC NO PEU046549 • _ CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE. CONN TYPE '9 ^ x r ANCHOR (P� C1 C2 C3 C4 CS CI I C2 I C3 C4 I CS Cl C2 I C3 Cl C5 CI C2 C3 Cl CS C1 I_C2 I C3 C4 CS Cl I C2 I C3 Cl C5 ^*. -/T 5/16"ITW TAPCON RL WITH _43_16.0"16.0_16.0'16.0"16.0•'16.0"16.0"12.0':16_0"16.0_16.0'_11_0" 7.0" 12.0"16.0"10.0"16.0_16.0"16.0"16_0"16.0"16.0"12_5"16_0"16.0'_16_0":11.5" 7.5" 12.0'16.0" -'IS 1 - 0 N 1-3/4"EMBED(2699ps1 MIN _53_15.0"lily,14.0"16A"16.0`16_0"14.5'_ 9.0" 14_0"16.0"16_0" 9.0_ 60" 10.0"12_5•'16.0"16.0"14.5"16.0"16_0'16.0"SSA" 9_0" 14_5• 16,0"16.0" 9.5" 6.0" 10.5"13.0" 7;73 = .4 3 . Off'-. STATE OF 0, I. CONC) 62 16.0"16.V 11.5"16.Ir 16.0"16.0"11.5' 7.5" 12.0"16.0"16.V 9.0 6.0" 10_0 12.V 36.0"16_0"11.5"36.0"16_0"16.0"11_5' 7.5" 12_0_16.0'16.0" 9.5 6 0 10_5"13.0' e ---- R ORID �I M O exp . 16.0•'15.5' 9.5" 15.0"16.0"16.0' 9.0" 6.0" 10_5"13.5 16_0" 9.0 6.0" 10_0 12.5•'16.0" 1.0' 15_0"13_0'16 0 100.' 6.5_' 10_5"14:0"I6.0�' 9.55 6 0 10:5"13.0_' ,.. '•.4. P'. \" i r4 '1. O 100 16.0" 9.0" 6.0" 10.0"32.5"16.0" 9.0" 6.0" 10.0"12.5"16.0" 9.0" 6.0" 10.0"12.5"16.0" 9.5" 6.0" 10.5"33.0"IG.O" 9.5" 6.0" 10.5'13,0"16.0"I 9.5" 6.0" 10.5"13.0" �'/is`s/ONAL EAG 5/16"ELCO ULTRACON WITH 43 16.0"16.0"16.0"16.0"16.0'16.0"16.0"13.5"18.0"16.0"16.0"12.0" 8.0" 13.5"16.0"16.0"116.0"16.0"16.0"16.0"16.0"16.0"15.0"16.0"16.0"16.0°113.0" 9.0" 15.0"16.0" /1 "1111111W N 1 W 83=.5. 1 a E1-3/4'EMBED(3500p51 MIN 53 16_0"16.0'16.0•'16.0"16.0"16.0"15.1"10A"16.0'•16_0"16`0_9.5" 6.5" 11.5"13_5'_18.0"16.0"16.0'16.0"36.0"16.0"16.0"11.0"16.("16.0"15_0"(10.55' 7.5_' 12_5"15.0" ZrE �iw U dE� < 6 CONC) 62 16.0"116.0"12.5"16.0"16.0"16._0"12.0" 8.0" 14.0"16.0"16.0" 9.5" 6.5" 11.5"13.5"16.0"(16.0"14.0"16.0"16.0"16.0.1 13.5" 9.0" 15.0"16.0"16.0"110.5'• 7.5",12.5"15.0" U1 Ba1 �g; zD " 70_16.0"_16.0"10.5'1_6.0"16.0'•16.0"10.0" 7.0_12_0"14.5"16.0" 9.5_' 6.5'_11.5"13_5'16.0"116.13.11.5"16.0"16.0'16.0"511.0" 7.5" 13.0"16.0"16.0"'10.5' 7.5" 12.5"15.0" �,C m a - -- --{I 0" 5 - o 9 u'7 U 100 16.0 9.5" 6.5"113.5"13.5"16.0" 9.5" 6.5" 1L5"13.5"16,0" 9.5" 6.5" 11.5"13.5"16.0"110,5" 7.5" 12.5"15.0"16,0110.5" 7.5" 12.5"15.0" 7.5" 12.5"15.0" Z n �� 1/4"304 SS POWERS TAPPER __-_ 1-1/2"MIN EDGE DISTANCE ____ _____ 3"MIN EDGE DISTANCE _ U.a W/1-3/4"EMBED(3000ps1 Cl C2 C4 i C4 CS, Cl C2 C3 CO C5 Cl C2 C3 C4 C5 Cl CS I-C3 Cl CS Cl C2 C3 Cl CS Cl I C2 I C3 Cq C5 t J N w 11 MIN CONC) 43 16.0"14.5" 6.5" 8.5" 16.0,12.5" 7.0" 4.0" 6.0" 12.5" 7.0" 3.5"%/4.0" 5.6" 16.0"16.0"13.6"16.0_16.0"16.0"1.4.0" 8.0" 12.0"16.0"14.5"r7.5" 4.5" 8.11.6" I 53." _ . � o w I _53_140" 8.5'• 4.5" 6.5" 14.0" 9.0" 4.5" 3.0". 4.5" 9.0" 6.0" 3.0" // 3.0" 4.0" 18.0"16.0" 9.5" 13.5"16.0"16.0" 9,5" 6.0" 9.5" 16.0"12.0" 6.0" 4.0" 6.5"1 8.5" !!l ,D w 6 62 11.5" 6.5" 3.5" 5.5" 12.0" 7.0" 3.5" /4.0" 6.0" 6.0" 3.0" / 3.0' 4.0" 16.0"13.0" 7.5" 11.0"16.0"14.5" 7.5" 5.0" 8.0" 12.0"12,0" 6.0" 4.0" 6,5" 8_5_ I .1 _ - l . 70 9.5" 5.0" 3.0" 5.0" 10.0" 6.0" 3.0" 3.5' 4.5•• 6.0'_3.0" 3.0" 9.0" 16.0_10.5" 6.51.12E 16.0"12.5" 6.5" 4.0" 7.0" 9.0" 12.0" 6.0" 4.0" 65" 8.5" Th6 6 0 ---'--- „3,0" 4.0" 12.0" 6.0" 4.0" 6.6.5" 6.5" 12.0" 6.0" 4.0" 6.5" 8.5" 12.0" 6.0" 4.0" 6.5" 8.5" ry K 100 6.0" 3.0"'//�/�/%3.0" CO' 6.0" 3.0" /.3.0" 4.0" fi.0" 3.D' // _,^_ ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK a 1"MIN EDGE OLSTANCE - -__-__-, 2.1/2"MIN EDGE DISTANCE N,N 6 Sri spans Up To 6'-0" Spanc Up To 8•-3" Spans Up To 12'-0" Spans Up To 6'-0" Spans Up To 0.3" Spens Up To 12'-0" ••1g177 g LOAD CONN TYPE CONN TYPE [OMIT/PE CONN TYPE CONN TYPE CONN TYPE X1_+9 �, _ ANCHOR (Mt) Cl C2 C3 Cl CS Cl C2 C3 CO CO Cl C2 C3 C4 I co Cl C2 Cl C4 CS Cl C2 C3 C4 CS Cl C2 C3 Cl CS 1/4'ITV1 TAPCON WITH 43 8.5" 7 0"'///� - ' „,"//�/ •�//. ���////���//�//4r/11.5"10.0" 5.0" 6.5" 11.5" 8.5" 4.5" V„.../// 4.0" m,c a,n r 1-1/4"EMBED • 53 7.0" 4.0"%//�,/ 7.0" 4.5"WOW///�//////�,�//�//i. �ji��///.�////�//.9.5" 6.0" 3.5" 5.0" 9_5" 6.0" 3.0"�jf',3.5" 6.0" 4.0'rjl//f//%%/GW/ 13 3 I aC 62 5.5 3.0 //�%�/.„,,..::(0): 3.5 r//,'/,/,>„..�//. / //���// �//�/ i..11:.:, 4.0_ //4.5'_ 8.0" 5.0"//l /3.0" 4.0" 4.0"y/���///���%//// =m 4 Z� 70 4.5" ��// 3.0 � L /,% %� w 3.5"/4,7 3.5" 6.5" 4.0 �/j/j/.3.0.. 40.. /// a U l _100,%,/ /%/' //, ,r.�;, ,3% // � / "�!//// �/r%/l!^�/////i.9:o.,i���/�/ // 4.0° / ���%/ Fm z ED I/4"ELCO ULTRACON WITH 43 13.0"10.5"/ 6.5" 13.0" 9.0" "/ 6 9.0" //�, 4%_/13; 10.5" 4 6.0" 13_0 9.0_S.0 3.0 4.0 9.0" .0"f/� 4.0" S o L-1/4"EMBED 57 10.5' 6.5" ///////10.5" G.5"7,/4",/".4 P/H,".,a/ 6.5"/�/�� 7�//��/��/.10.5" 6.5" 3.5" 5.0" 10.5" 6.5" 3.5" / 3.5" 6.5" 4.0"V�// l/.%J////.3.0' 60 8,5"%////%////%/Ori'/// 7% ///%/%//%'///i%l/%%i%/�lf/%//%/%//q/%///// 8.s' 4.s"/////4.0" 9.0" 5.0"%/%%'///O/�i/%////®%//�%///%%/////3.0" � o El===. 70 7.0"/�lY//%%/.t'%'//.f//. ////.'///,Y7/l/ // // //////////////////////!//,7.a^_3.5" 3.5" 7s" 4_s" /../,'' /3.0" 4.0"I%�j 3.0" 3 m 1 100 •///�✓/%%/%/////// ///� %l'/I/i/ ' ,,l. ,T 4.0"///�j�// 4.0" % 3.0" 4.0" ///!%/3.0' 14 t/4'MILLENIUM MiLLFAST _43 12.5"10_5' 4.0" 5.0" 12.5" 90'• ��,//j,�j//9.01 5.0"�� //,/j/ - 1,j/ 5:0" 10.0_' S.5"j./, „.)4.5" 3_i m ANCHOR W/1-1/4"EMBED 53 10 0" 6;0";71,-4.0" 10.0" 6.5" /f/z/ �/ 6.0" 4.0"• 4% /.9 11.0" 6.5" 4.0" 5.5" 11.0" 7.0" //jl/i///4.0' 7.0" 4_5"///,///////�// G2 B.0" 4.5" // 8.5"�5.0"/....,z7 _§1:_v:. 4.0" 4.0'/ ��� � 9.0" 5.0' •////5.0"'9.5" 5.5"%// �/��4.5"4.5"////�/// 31 E 70 6-s" ////�/�y//�y i,,/�7��0/',• 4.0"%///// �/ Iry�//// 4.5"//////�/j�Y//////'/7.5" 4.0"/��4.0"�eo�•/�4:s�� %///////7,",,JE 9V n.s',�///�///� // 100 4.0"/////%/////%/%/A77// %/„. ,,o;/IAcoir/%�%/// /%//Y//, 4.5" //// % !////EIEW%%//l/%///h'� /' .7 ,%/ 2 3 1/4"ALL-POINTS SOLID•SET 1-1/• MIN EDGE DISTANCE 2"MIN EDGE DISTANCE ANCHOR W/7/B'EMBED& Cl C2 C3 CO C5 Cl C2 C3 Cl CS Cl C2 C3 Cl CS Cl C2 I C3 Cl CS CI C2 C3 CO CS Cl C2 C3 Cl I CS 1/4-20 SS MACHINE SCREW 43_15.0"13.0" 5.0' 6.0" 15.0"11,0•' 6.0" 3.0" 4.0" 11_0" 6.0" 3.0 / 5.0•' 16.0"16.0" 8.5" 10,0 16.0"16.0"10.5" 5.0_ 7.0" 16.0"11.0" 5.5" 3.0" 4.5" 8.5" 9^ i _53 12.5" 7.5" 3.5' 4.5' 12.5" 8.0" 4.5'•7/A 35' 8.0" 5.0"/'///Jr,,//A 3.5'_16.0"13.0" 6.0" 8.0' 16.0"14.0" 7.5" 4.0" 5.5' 13.5' 9.0" 4.5"%///4.D" 6.5" a 62 _10_0' 5.5"7/ 4.0" 105' 6.5" 3.0'j�iP S.0_5.0"•/////47,, (//41 3.5' 160" 9.5" 5.0" 6.5" 16.0"11.0" 5.5" 3.0" 4.5" 9.0_ 9.0_4.5"r./,,4-0'_ 6,.E a,� 'KJ - 70 8,5" 4.5' 3.5" 9.0" 5.5"/jy%�j 4.0" 5.0" H//j/�%/'� 3.5" 14.5" 8.0"4.0" 6_0" 15.5 95" 4.5""✓may/4.0",7_0" 9.0" 4;5"(/�f// 4.0" 6_5"- , 1 2 si a d 2 113 //%i%%//i////y 3.5" 5,0"//////// /// - E" -y%////- Ii1 r 100 5,0"�//" //,/,/l 7.5" 5 0"/ , , / 3.S' 9.0" 4.5" g 4.0" 6.5" 9.0" 4.5" A 0" 6.5" 9.0"II 4.5" TEl 6.5" 5/16'ITW TAPCON KL WITH 3'MIN EDGE DISTANCE 4'MN EDGE DISTANCE I-3/4'EMBEDC1 C2 C3 C4 C5 CI C2 C3 CA I C5 CI C2 C3 C4 I CS C1 C2 C3 C4 I CS C1 I C2 { O C4 I C5 CI I C2 I C3 I C4 ICS43 / /' // •, -'^/// -" ./ ." / //P'/�',// 16.0"16.0" 9.0" 12,0"16.0"14.0" 7.5" 5.0" 8.5" 14.0" 8.0" 4.0" 3.0" 5.5" 6.5" • 1 s3 /• .7'/////////�Y//////'/f' ///l' % /%, %/:4 /1s.s" 9.5'• 6.0" 9.sls.s"10.0" s.0"/////// % ll%l/ 4s" 4:s' IV n 6z //%� //.//j%�j/ �%% %/ / / //� j/13.0" 7.D4s' e.o1;.a^ B.o" 4.6"'// '_ _,, �/�/4s4 sd • ,_70_ „,,,,j,,„../ :y' , ///rY/ ���/// „,5/ ,/10.5" 5.5" 4.0" 7.0" 13A" 6.5"////�j 5.0" S.5" 6.5"j// 4.5" 0.5" i 1 Icia -„:":"'/////%%/%�////%//1 9/1//„,,, •,,./DISTANCE Y//�/y/,..1z/y/A'�/// '//%%/y/4.5" 4.5" 6.5",' . 4.57'-'71-.9'' 3$ 1-9/16"MIN EDGE DISTANCE 3.3/8'MIN EDGE DISTANCE liyi �� 5/16'E1I O ULTRACON WRIT C1 C2 C2 C4 CI C2 C3 CO I CS Cl C2 C4 mPflf0rtlRNRLaBTI/moPl. 1.1/4"EMBED 43 12.0"10.0" / �.''%'/ // /////., 16.0"16.0"���� / 7.0" 53 9.5" 6.0"I/://�•I:. 6.0"%//%'//%4'. •' ,,,,/%'//f(//, ///!16.0"10_5"®. 8.5" 16.0"11.0" ///////�•' 10.5" 7.0"' / �///// 15-2339 6i 3.0''/��/ 6.0"%//J/,'//%/ %/%//y/A /% 4 /y 14.0" 7.5"iee 7.0" 14.5"-8.1" //%,z 7 0 j /Aj/ SCAM I 1 ( is-3s`'.f//%' /%ir//-7.a/>Ei . ,A %/J'//�i� %0,/v, //in,may%//%/%//iz. 7.0"G//%//////%///////i%j 7.0 ��/ // 6m�wvnaNl 111Ii1 ANCHOR NOTES:SEE SHEET `T O 9 FOR ANCHOR NOTES. L i ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK IMN°I-BENNMDO,PpE.> \0111 11111117 01,10046549 IC);_,;:hi _ _ 2'MIN EDGE DISTANCE 33 I(. .: . s"-- G LOAD J Span°Up To 6'-0" Spans Up To 6"3" Spans Up To 1?,-0 \��Q+� 'L1C��-y'•�., ; CONN TYPE CONN TYPE CONN TYVE aS.' ,�tT J._- z ANCHOR IPSO Cl Cl 1 Cl C4 C5 Cl CO C3 C4 CS Cl C2 03 C4 C5 �.- NO 0 n 6125M5 W/2'EYEWALL 43 16.0"16.0" 7.5"-9.0" 16.0"15,5" 8.5" 4.5" 6,5" 15,5' 8.5" 4.5':%/ 4,0" 7.0" _A.; PEOU46544 3 ARMOR INSERT W/1-1/4" 53 '16.0"10,5" 5,0" 7.0' 16.0"11.0" 6.0" 3.5" 5.0" 11.0" 7.0" 3.5"_ 3,5" 5.0" _1] : * _ Tg EMBED p C��... L62 14.0" 75" 4,0" 6.D" 1452 9.0" 4.52/ 4.0" 7'0" 7.0"-5.5"' 3.5' - "- -_v i L9 oM 2. 70 11.5"6,0"3.5"5.5" 1I5" 7.5" 7.5"/ 3.5" 5,5' 7.0" 35" / 3,5"5.0_ 'O414',...7 "{ O d ---T-^�l� /.3.5" 5,6"iFris" //(A 3,5" 5,0" 'D STATE OF _ wPI 100 7.0' 3.5"I; 3.5"- 5.0"_7.D" 3.5" ANCHOR SCHEDULE: WOOD (G=0.55) '�',,,s�oNa... 2' ffgai d - ' 3/4'MIN EDGE DISTANCE //71111 111153 ZU >IQl i 1; ri Spans Up To 6'-0" Soa s S TO B'•3" ins Up To 12,0" 1. g<gi v g a iI= LOAD CONN TYPE CONN TYPE CONN TYPE Z l!1V'J O ANCHOR. x Cl 02 C3 C4 CS Cl CS C3 C4 05 Cl Cl C3 G1 CS W N 1/4"LAG SCREW WITH J-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" 45" 6,0" 16.0" lI 5 MIN THREAD PENETRATION 53 16:0"16.0" 8.5" 10,0'16.0"16,0"16,0" 6,0" 7,0" 16,0"16_0"1L5" 4.0" 5.0115.0" " N LC=� 62 16.0"16.0' 7.5" 8.5_' 16.0"16.0"14.5' 5A" 65 11.0'16.0.11,5" 4.0'5.0" 16,0" it O w W il1Mg1Ce'- 70 16_0"16.0" 6.0" 7.5" 56.0"06(1"12.5" 4A"_5.5" 16A_"Lunar.'4.0" 5.0" 16.0" O N 100 16.0"11.5"4.0' 5.0" 16.0"16.0"11.5" 4.0" 5.0' 16.0"16.0"11.5" 4.00""" 5,0" 16.0" i 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"f/%//4.5" 7.0" ry i, 1.13'MIN EMBED 141/4-20 53 16.0''16.5" 5.5' 8.0" 16.0"11.0" 610" 3,S' 5.5" 11.0"7.0" 3,5"� 4.0" 6.0" 55 MACHINE SCREW 62 1d,0" 9.09.0" 4.S' 6.5' 14.5" 9.0" 4.5' 3.0" -0.5" 7,0' 7.0__-J.5" CO" 5.0" _70 _. __ c ,Lamm 70 12.0" 6.0" 3,5" 5.5" 12.5" 7.5" 3.5"r 4.0" 5.5" 7.0" 3.5" 4.0" 5.0" o f'i°N I0o 7.0" 3.5",,,,/�4.0" 5.0" 7.0 3.5" l;4.0' 5.0' 7.0" 3.5"////f 4,0" 5.0" 3 614 SMS OR•14 WOOD 43 1610"16.0"12_5'14.5"16.0"16,0'16,0" 8.0" 10.0"16,0"16.0"11_5" 5.0" 7.0" 16,0' ig.o. SCREW WITH 1-3/4"MIS 53 16.0"16.0" 9.0" 11.5='16.0"16.x"15.0" 6,0" 6.0" l6,0"15.D" 9.5" q.0"_5,5" 17_0" W Y THREAD PENETRATION 62 16.0'16.0" 7.5" 9.5" 16:0"16.0"11.5" 5.0" 7.0" 16.0"16.0" 9,5" 4,0" 5.5' 13.0" =tr 2 I cl y Oornommtmp.. 70 16.0"MCP 6.S' 8.5" 16.0"16,0"10.0"4.5" 6.D" 14.0"16.0" 9.5" 4.0" 5.5" 13.0" ^F a. cl C 100 16.0" 9.5" 4.0" 5.5' 13.0"16.0' 9.5" 4.0" 5.5" 13.0"16.0' 9,5" 4,0' 5.5" 13.0" g ANCHOR SCHEDULE: WOOD (G=0.42) Zm 1 i __ __ 3/4'MIN EDGE DISTANCE .-. .._ G Spans Up To 6'-0" -- Spans Up To 8'-3" 54QR9 Up To 12'_0_' T- CONN TYPE CONN TYPE CONN TYPE �y3J ANCHOR Cl C2 Cl Cl CS Cl CO C3 Cl Cl Cl I CS C3 04 I C-5 6 a' 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"I 9,5" 3.5" 4.5" 35.0" g MIN THREAD PENETRATION 53 16.0"'16,0" 6.5" 8.0" 16.0"16.0"12.5" 4.5" 5.5" 16.0"15.0" 7.5"3,0" 4,0" 11.0" O1 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" 3A" 4.0"11.0" `'EY #; d 70 16.0"13_5" 4.5" 6.0" 16.0"16:0" &0'13.0" 4,0 115"15.0" 7.5" 3,0' 4.0" 11.0" . 1 � .11.5"--___ 110" _ 100 1.5.0" 7.5" 3.0" �.0" 110"15.0" 7.5" 3.0" 4.0" 11,0"15.0" 7.53.0" 4.0" 110" A •l4 SMS 05 614 WOOD 43 16.0"16,0'8.5" 10.5"16.5"16.0"12.5'_5.5" 7.0" 16,0"130" 6,5" 3.5' 5.0" 10.5" -.- o SCREW WITH 1.3/4'MIN 53 16.0"16.0" 6.5" 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 61 16.0"11.5",5.0"_7.d':16,0"13.0' 6,5" 3.5" 5,0" 10.5"10.5" 5,5" 3.5" 4.0" 7,5_ $ i mam. _70 16_0" 9;,5" 0.5'_ 50" 1_ 5.5 6.0"11:0_ " 3.0" 4.0':_8.0" 10,5" 55"- 2_5" 4.0" 7.5" b- Ji 100 10.5" 5.5' 2.5 4.0" 7.5" 10.5' 5.5" 2.5" 4.0" 7.5" 10.54 5.5" 2.5' 4.0" 7.5" 0 • ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK . 1111/61 4'MIN EDGE DISTANCE i2o2N2 1° rJ Spans Up,TR 6^0" Spans Up To 6'•3" Spans Uo To 12'•0" YI m LOAD D CONN TYPE CONN TYPE CONN TYPE d E I a ANCHOR . x Cl Cl C3 Cl C5 Cl ' CO Cl 101 Cl Cl I CZ C3 Cl C5 U G 4 5/16"1TW TAPCON%L W/ 43 16,0"16.0"16.0'16.0"16,0'16.0'16.0"15,0"16.0"16,0"16.0"15,0" 9.0" 14.0"16.0" ':1.-' 2-1/4"HIS.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" 11 p1 ®�� 62 16.0"16.0':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- e C g'`I 70 16.0"160"11.5"16.0"16.0"16.0"12.5" 8.0" 12.5"16.0"16.0":12.0" 7,5" 12.0"16.0" t -- -- Lid0 ;} _ 100 16.0"12.0:12,L",11,0"16.0"l6.0'12_0" 7.5" 1212=0"16.0"16,0'L3.0" 7.5" L2,0"118,0"qaqq 5/I6'ELCOULTRACON W/ 43 16,0"16.0"110.5"14,0"16.0"16.0'10,5" 6.5" 9.5",15.0"11.0"I 5.5"9 6,1" 9,0" ��P g� 3.1/4"MIN.EMBED 53 16.0'13.5" 7.5" 11.0"16.0"14.0' 7,5'I"/7.5" 13.5' 9.0"" / /6,5" 00 IRa07MSII. tPIoo°L mu 62 16.0".12.0" 6.0" 9_0"216.0"15.0' 5.5" // 6,5" 9.0" 920"y/�%//////%/6.5" § 75 15.0" 8.0"5.0"113.0_15.5"9.5""P.19,,'//////5,5" 7,0" 9.D"'y 7 6.5" 15-2339 9„q 100 9.0" �%/7'5.51_6.5." 9_0_j //5.5" 6.5' 9,0""�// 7� - 8,52 ' - G B 2'MIN EDGE DISTANCE • PR &CRIPMp111 C7 C2 CT C4-„-6„ Cl GT C3 C4_ CSCI__.Gc Z__ 3 C4 C5 612 SMO W/2'ETEWALL 43 16.0"16.0" 9.52 11.5"16.0"16.0'14.0" 6.0" 8,0" 16.0"14.5" 7.5" 3,5" 5.5" 11.5" -- ,49 - -- 7 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"11,5" 6.0" 3.0' 4.S' 8,5' - - - --- -- ggg^ � %01. 62 16.0"13.0" 5.5" 7.5" 16.0"14.5" 7.5" 3.5" 5.5" 12.0"11,5" 6.0" 3,0" 4.5" BAS" _ __ 70 16_0'10.5 5.0 6.5" 16.0"12.5' 6.5',' 3.0" 4.5" 9.0" 115" 6A" 3.0" 4,5" 13.5" ANCHOR NOTES:SEE 5HEET ... - -- _-'- 35:00:: --' ----- 9 FOR ANCHOR NOTES. ----'- - --100.11.5" 6.0" 3.0 4.5' 8.5" 11.5" 6.0" 3.0" 4.5" 8.5" 11.5" 6.0" 3.0" 4.5" 8.5"