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HomeMy WebLinkAboutproduct approval aa SCIS Home Log In i User Registration Hot Topic { Submit Surcharge i Stats&Fad:s I Publications i FBC staff BCIs Site Map Un `Search Product Approval db r `' USER:Public User z; Product Approval Menu>Product or Application Search>Application List>Applicatlon Detail r *' FL FL13757 R6 Application Type Revision . Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Town and Country Industries, Address/Phone/Email 400-Vdest-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 ccordjon 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 R6 CO! Indeoi.pdf FL13757 R6 COI Indeo2.1)df FL13757 R6 COT Anden1ndf Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2006 ASTM E1996 2005 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13757 R6 Eauiv Eouivl Ddf FL13757 R6 Eauiv EOUIy2.Ddf FL13757 R6 EOLliV EDuiv3.0df Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/09/2017 Date Validated 08/11/2017 Date Pending FBC Approval 08/22/2017 Date Approved 10/10/2017 Summary of Products FL# Model,Number or Name Description 13757.1 6.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757 R6 II Dwal.Odf 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 Evail.Ddf span/pressure combinations and additional limitations of Created by Independent Third Party:Yes use. 71-3757.2----� 6_8,GEreafnifne Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757 R6 II Dwc12.r3df 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.pdf span/pressure combinations and additional limitations of Created by Independent Third Party:Yes use. 13757.3 E.A.Essential Facilities Accordion Aluminum accordion shutter approved up to missile level"E" for use with essential facilities and wind zone 4 applications. Limits of Use Installation Instructions Approved for use in HVHZ:No FL13757 R6 II Dwc13.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. Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an WEED employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional 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 emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,FS.,please click here. Product Approval Accepts: Credit Card a3I�� II K 6.8 STREAMLINE SHUTTER RATA fRMKLBEIKI PDO V.E. , 659 ),ti`DI jC GENERAL NOTES: PE004654 FOR USE WITHIN AND OUTSIDE THE HVHZ � ' 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED 1N ACCORDANCE WITH THE FLORIDA BUILDING No CODE SIXTH EDITION((2017)) FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE,AND THE INTERNATIONAL BUILDING CODE(IBC)AND INTERNATIONAL RESIDENTIAL CODE UNLIMITED WIDTH (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. p.SECTION 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE 'i,n�''•F<OgIOA,. m ' DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE S' CpIV REIWIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE FLORIDA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN q PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. / /E z� 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ONTMAXIMUM MED PRESSURES DBIVIDED BY A 1.5 Z $ pg SAFETY FACTOR. p oA @ (y y S. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND WN GI ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL PLAN VIEW W � CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. 6. NO INCREASE 1N ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WINO LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. io m 4 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE ..G 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 SHALL BE USED. z 8. S�SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC Ri N 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL n ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME PRODUCT APPROVAL USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER H 61G15-23 OF THE FLORIDA ADMINISTRATIVE CODE. 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE ONmaor L �CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR 7VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROMTHESTRUCTURAL SUBSTRATES DETAILED HEREIN. E � 11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL Ha ,m DOCUMENTS. HURRICANEPROTECIION 12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING BOTTOM = OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,S[GINED,DATED AND TRACK SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE DEVIATION.ASA CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL LOCKING MECHANISM,SEE 9 13. EACH SHUTYER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOULLOWING MINIMUM TYPICAL PLAN VIEWS e g INFORMATION: TOWN&COUNTRY INDUSTRIES TYPICAL ACCORDION a $ FORT LAUDERDALE FL MISSILE LEVEL D-ASTM E1886 E1996&E330 1 SHUTTER ELEVATION TAS 201 202&263 R FLORIDA PRODUCETABLE 2: APPROVAL NUMBER 1 N.T.S. EXTIs0.10R ELEV 14. K.S I. XTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 15. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A MINIMUM SEPARATION FROM GLASS MINIMUM TENSILE STRENGTH OF 60 K.S.I.,U.O.N.POP RIVETS SHALL BE 1/4"0 OR 3/16"0 5052 ALUM.ALLOY. NON-HVHZ ESSENTIAL 9 16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR HVHZg BOX LOCK AT CENTER OR SIDE CLOSURE. FACILITIES A 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 INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS IE d G 19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". BPAN s AL A TION >30'ABOVE s A A TIONOVE >30'INSTALLATIONS 20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. 1 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLBOVE ATED. GRADE GRADE GRADE GRADE sf is sl 22. SHUTTER MAYBE INSTALLED WITH UP TO(2I ADDITIONAL BLADES OF SLACK. 23. SEALANT SHALL BE USED ON ANCHORS OR 7TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 72" 2-1/4- 9 -1/4" i-618" 2-318' 1-518' 99" 3-112' 1-7/8' 3.510' 1-78' a TABLE 1: 120' 4-ve" r 4-1W 2' AL TABLE1 NOTES:1. DESIGN PRESSURES SHOWN IN'ACCORDION 144" 4-718' 2' 62'ACCORDION SHUTTER SHUTTER SPAN SCHEDULE"ABOVE ARETABLE 2 NOTES:SPAN SCHEDULE MAXIMUM ALLOWABLE DESIGN PRESSURES 1. HVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA.AT EACH RESPECTIVE SHUTTER SPAN. 2. NON-HVHZ:DEFINED AS ALL LOCATIONS OTHERTHAN MIAMI-DADE COUNTY AND BROWARD COUNTYPOSITIVE NEGATIVE 2. LINEAR INTERPOLATION BETWEEN SHUTTER FLTSATOI� i SHUTTER DESIGN oEs1BN SPANS IS NOT PERMITTED.FOR SPANS. 3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND - SPAN p11E38UNE PRESSURE BETWEEN THOSE INDICATED ABOVE,THE ZONES i THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A j P8F ESSU DESIGN PRESSURES FOR THE NECTHIGHER MINIMUM SPAN OF AT LEAST 30". PAM D�OIL SPAN SHALL BE USED. 4. INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OFTHE HVHZ WITH SPANS LESS THAN 30'SHALL g 72„ 100 100 HAVE 2-718'MINIMUM SEPARATION FROM GLASS WHEN 5 30'ABOVE GRADE,AND 1-5/8'WHEN>30' XT ABOVE GRADE. Oft' 70 70 S. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN THOSE 11 0 63 fi3 INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED. I 56. SEPARATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM f iiSSp4E 1M' 43 40 E1996-09. "%I fill FAMIKLIMARD01 P. L zz PROJECTION VARIES 2.874'- 4.874"MAX. 0.115* IV, 0. PE004 0.062" 0.450' b 0.08 6548 C) -.25" f--t.830- 0.062" 1.708" -0.100, 0.080, 0.063' 73- 1.708' -0.1007 ='o . 2.820' 0 0 19f IF b 0.195" 0.096, rO-195" i2" ..63 06�66 0.060" or t' .6. 1.908 !ORIOA .-" I 1; 0.630, w L S 1 L 0.062"� A U.125' u In 1.993- m -1.9 1 B.,7,.l T70'L4 0 1 1 'T �t; I) --L .j 0 0.062 0.062' T( L 10.143' -r :3�I I -LO691- 0.971* oll 30" .630' 0.97rj 0.143' ItIIIII O.06'.'j . .1 4. . 4 N 00. 70 0.63(r !9 z 0.630��� 0.06 0.062, 1.069, 0.06V 0.200* --'��SLIPPORT LEG OPTIONAL-// .062' 0.200" NMI IL 0 w -5.745"MAX. 406V4 0.062' MAX. -5.745*MAX.n !j�� !jE,�DER/SILL Ll TE HEADER I STREAMLINE WALL TRACK ow BUILD OU IF WALL- STREAMLINE CEILING TRACK SCALE:HALF SIZE SCALE:HALF SIZE SCALE;HALF .13 CALIF�klAeFr- IZE SCALE;HALF SIZE SCALE:HALF SIZE WHERE SHOWN,SCREW BOSSES a FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS 0.874-1- 2.655" 0.975' 0.5 o" I t-,-2.195" '�-4-71 1,229"] 0. S. st 0.7f S. S,C) 9 In I w'! 09 L 2.655, 2.362' IN ;a : L0.105". .7 4.84" 831- 4.510" 0.10S 0.075' 0.075- -105" :4 -J-p 14 4.510, 0.994' STE NOTE:TE DTHICKNESSOF BARE METAL WJO PAINT IS 0.039- -4 5710' 3.506" SILL SILL ADAPTER EXTENDED SILL EXTENDED SILL ADAPTOR ADJU3TABLE SILL BOTTOM F6�tLbiS-,W, L-AT/BLADE SCALE.HALF SIZE 08 SCALEz HALF SIZE SCALE:HALF SIZE SCALE!HALF SIZE �C-ALLE7"HAL'F'SIZEF--Vk'-;;�i, SCALE HALF SIZE fill D 477' S�2 9 1.570"-F"0 510" 0.000, 0,341' .06 .06 U-070' 0.143" 0 14!3�t U*o Lo- _j[1.245- JL 1.708, .143* 0.0 .060'-ff--r 0 4.753'- 0.080 0.117' 0.090" 0.096" �4.SIO' .1 0.080* OHIO 0.682"T 0.6 0.060" -0--T 3"j 15-2339 yOTE.-THICKNESS OF BARE 2. �-1.625-4 k-�.6192.. ll� . I- METAL WJO PAINT IS 0.039' RADIUS CEILING HEADER/SIL 6.8 STARTER WALL SILL CLIP WALL SILL @6.8 STREAMLINE STACK @ SCALE:HALF SIZE SCALE1 HALF SIZE SCALE:HALF SIZE SCALE;HALF SIZE SCALE:HALF SIZE ril- frRNNL 6ENNA9D0 P.8 1 tttitltlt fPt06t65G4 'r:;`• 0.610" STAINLESS STEEL NYLON WASHER OR ASSEMBLY 4 0' ALUMINUM _ tC •• LI ,�t, 0.320"0 HOLE r0,050° 0.35]' ` y Ste-_' = 'It_:' A'op a` R NYLON SIO x 2-3/4"410 HT S.S. 0.276" b %6a9s 2S 0.880 0.05 wHEEt " ao 0,120•'up;• INSERTS SCREW W/TC ULTRACOTE 1 • 0591' - 1(. 598 _ ------1• INTO COATING -C): I �p i.iOD'-} -0.240" r •TRACK (TYP TOP B BOTTOM) NtlA62"- �(t1 STgT. Iv I 7 TYP.AT EVERY OTHER 0.750" NYLON BUSHING W/WASHER: �_._. %"VLEl SI••LORI Al,MP+i �- 5• -""T 0.8]0` 7/16"0x1/2"@ INTERIOR JOINT TOP r//Q'•...DA...••'' 25 u� INSIDE JOINT AT TOP, 0.254' -0.137• // !1! tw(i 7/16"0 x 1"0 INTERIOR JOINT BOTTOM t q �� CYLINDER-SOLID BRASS,NICKEL PLATED !!t ENS �Il 0'A ANGLE �-�r�.�� HOUStNGZINC DICAST,POWOt:R COATED EITHER CAN BE USED ON EXTERIOR /ret211tt ssst -7 o •S )9 22 ROI'IVE SSEM LY GiQ SCALE HALF 512E D S AUEesHACFFPSIZE' NOTE: MAY BE KEY OPERATED OUTSIDE 24 BUSHING ASSEMBLY DETAIL 26 BOX CENTER INSERT rp CaW} w SCALE,HA SIZE SCALE:HALF SIZE u 9d m OR Kt:Y/THUMB TURN OPERATED INSIDE. �� �N Q t }D,zs6" L� BRkSS F 1U511NLlOC' W SCAI•EiiHRl".F S12E. Sy�� RO,155" w z 80.500• 4.000• 1.976" 2.125• C W °! 0.500• 0.236" "'1.742' 0.286" 1.603- '10 0.623` 0.267° T 0.790" 0.090" 0.319" 0.531" _ 0.531" ^ ri 0.064" - m 0 0.2 0 0.04 � Y,_ -�-" _ _�_ _t_ o 1 -r p g 0.250" c o m •z6" ' 0.607" FF `I 0.607• pp 8 0.118' 4,-6,224" 0.239"- �•, '� `I, m��� F�F'i ui rQ W.6 '3 O,O6D• 0.496" I A A m 0.240" .y .+.:19 1.758" (�- ` ftAINGUARD DECORATIVE FLOOR TRACK - ' � 1" o, .o 27 28 3.476" O LL SCALE'HALF 512E SCALE HALF SIZE 0.166' 0,222"-1 1- 0.240- �m 1A01 0.062"x.062` 0.062" 176" 3tUNiMATEu 31 MALE BOX CENTER 32 F£MALE 80X CENTER z g DO_u.__ GA01 11AL1E1S1 E SCALE HALF 512E SCALE-HALF SIZE H -4-0.062' 5 S.SOD"It 13/16•WIDE--A------��(� {--}0,400' A ( 167' 7/16"0 STAINLESS . pIII � _ STEEL NUT 30 OTyp- 5/16-18x1 MACHINE SCREW 't M i 'r,0a 6 0.438" 5/16'0 INTERNAL STAINLESS STEEL 4.500' (--}O.6B9" POWDER COATED,ZINC DIE-CAST THREAD SECTION A �'�"" 1 HEAD STYLE VARIES " �_F IN o LLtAMa�ITrL02z ;�t}GKAOAPaTER 37 T-SCREW INSERT 3g THUMB SCREW NUSTRIA SY TEMS (3;T D ^�� SCALE•FULL SIZE SCALE:FULL SIZE54" QOU4ObBOX LOCK SCALEEMIL 7ff x,319SCALE,HALF SIZE LEND STRIP I" ��f 1.625•-{ lsoo• 2" & 3" EXT i }- -} ro.lzs0.050' 0.125' SCALE: HALF 512E 7 0.125" . 93 7O.OB5" b 111", 's 0.093" M •0.125' CWx1pRIR4ifL1FN4YD6PE o.zsD• g (N 0.085" $ 15-2339 1 � .A¢8 UMOI1trtION{ - 7.000• ----� 9 3c� 2X7 ANGLE 7.0 A IA „END STR! 2t 1.5x3x0.033" ANGLE 2g 2"xY2 125 ANGLE 5 AlE HALT 512E SCALE.HALP 512E SCALE:HALF SIZE SCALE+HALF SIZE \I IIEDDI6! ill1MD0,�AF ANY ANCHOR PER ANCHOR EDGE DIST. S�o CHEDULE 18'O.G EXISTING DIST. SEE END :_4.�SCHEDULEFOk MzoL': NO E004 A .ANGLE EMBED SPAN WHEN USIAG: - 20,408,40b 6R$O- LEG D RECITON N O'_ 1/4' OR B.8 STAR7£R�': a EMBED. 17 (INTERIOR) c� __— . n (M�• wlfH 21 oR 2�Q• �G MIN.0.062"THICK 6063 T6 ALUM. * g ANGLE 1'x 1'MIN.TO 21 x S"MAX. _ 21HISS/ w it EDGE_ __ -_ __ 90 (ANGLE LEG MAY BE REVERSED) o FASTEN ANGLE TO TRACK W/ DIST. ------- ANY ANCHOR PER ANCHOR (27 f 10x1'SCREWS Al CORNER,TOP Q BOTTOM;AND 8 SCNEDULE@18'O.0 Woo ATTACH TO 6.8 STARTER W/ L m t3 13 13 11 x 1/2'GALVANIZED OR Z 7FJi 13 812 x 1/2'GALVANIZED OR S.S.SMS, S.S.SMS 3/16.0 ALUM.POP N 30 3/16"0 ALUM.POP RIVET,OR 1/4-20 RIVET OIL 1/4-20 MACHINE i 6.80"(TYP.) l USE(I)BRASSPUSHLOCKORI) MACHINE BOLT a NUT@18'D.C. ALTERNATE END STRIP Dt(AIL BOLT&NUT @18"D.C. rL (EXTERIOR) S/16-18 JUUMB SCREW INTO THREADED WITH 6.8 S IART'ER AND ANGLE N a m INSERT('3(j7 AT I/3 SPAN TO 2/3 SPAN SCALE:3"=l'-0" ANY TRACK W/ o W S; p FROM BO M OF SHUTTER.RECEIVING END STRIP SCHEDULE SCREW BOSSES. M� H TYPICAL PLAN VIEW HOLE SHALL BE 3/8'MAX WIDTH,UP TO p F UPAN 6 SCALE 3"=T-0" 1'HEIGHT. 1'BR)(2.77 82 08, R ® 72 1 2 4' USE(1)BRASS PUSH LOCK 132 76 OR lU 5/16-18 7HUM0 LOCKING DETAILS FOR 2•Blp(3,7•) 62 BY SEE END STRIP SCREW I 0 THREADED CENTER MATES " SCHEDULE FOR MAX. W a INSERT 77 AT 1/3 SPAN _ Y TO Z/3 AN T•ROM _ SHOWN ON RANDOM SPAN WHEN USING BOT TOM OF SHUTTER 90 DETAILS 3'810(4.7•) D �" {5� � 20,40a,40b OR 40c, a RECEIVING HOLE SHALL BE ,3 ®D 72 Od 1/d" OR 6.B STARTER P. 3/8"FIAX WIDTH.UP TO 1- 1"HEIGHT. gp ALT.1'BIO E _ '(D AX. _WITH 21 OR 25. q,o t o m by (2.T) 2 2 U zD 112 1 \ 0 40 USE APPROPRIATE 132 75" A�-y'1� ` STARTER STRIP 10 1.S'n'3' 45 93' I� D 2D PRONOC CLOSURE Q _- n0.033' ....LL�111 FOR 13 9 BJ' BUILDING LONDIDONS. 23 O 11 60 6 81 �FA YEN STARTER STRIP c (INSIDE) TO TRACK W/(2)H1OxI' o� I 27(3" fi SCREWS AT CORNER,TOP YY 8 BOTTOM ,A-,28• + ALTERNATE END STRIP DETAIL 15 i ANY TRACK W/SCREW SCALE 3"=1'-0" 13 1 vii w I zs 60 +. BOSSES. I- u FORGREAT" SFANS OR LOADS TNAN O /-SILLW 911OWN IN END STRIP SCKWUIE.END (n O STRIPSREQNREA VXI'.090'CUP ANGLE F- HID SPANUSINo A101101DRONTIIE EXISTING GLASS a- ANOIOA SVRDNE&01413/R'T 0 I ? 13 SCREN OR V4.20SOL71D END STRIP. v 30 N o J USE(11 BRASS PUSH LOCK INSIDE Oat)�a 0 USE(1)BRASS PUSH LOCK arm OR 11)5/16-1R THUMB ( ) OR 111 5/16-16 THUMB 30 13 ��a SCREW 1 0 THREADED ( SCREW I O THREADED a� INSERT 37 AT 1/3 SPAN SILLS(Oii v� I INSERT yp777 AT 1J3 SPAN =ng TO 2/3 AN FROM J e l U 2/3 SP7aN FROM Fila BOTTOM OF SIIUiTCR 1 �! BOTTOM OF SHUTTER / (OUTSIDE) }g RECEIVING HOLE SHALL BE 13 3/8"MAX WIDTH,UP T b 1"HEIGHT. 23 (BTYPICAL'OUTSIDE CORNER CLOSURE - 5 DETAILS WO/CORNER POST — NTS .13 CD 00P4EORRYHLIBWIWPE \ 13 23 13 `SILL 3, 2 i5 (OUTSIDE) 15-2339 - ` USE III BOX LOCK AT 1/3 5A SPAN TO 2/3 SPAN FRDM �M�OItgIL�LIdR BOT TOM OF SHUTTER TYPICAL INSIDE CORNER CLOSURE xF( 99 I CC2 DETAILS WO/CORNER POST Egg MULTIPLE SHUTTER ASSEMBLY C NTS 7Ee1u SCALE.3'=V-O" /i1I 1 ula Cl CONNECTION TYPE 4BMfl47i�j' 'rj'Qp REFERENCE ANCHOR EXISTING FOR St MAX. STRUCTURE _ SPACING SCHEDULE Ct CONNECTION TYPE X. i/4-20 MACHINE BOLT - REFERENCE ANCHOR 2/Z" WFlVUi Cd 12"0 C OR `T'1•; O SCHEDULE FOR MAX (°l 6"O.0 =*•1 - f \ SPACtNG / lIz' tTYP.TOP&BOTTOM} 2 FASTENERS 6063—T6 AIII EACH ANGLE-- SEE 1981 F Q FOR SIZE. -" uV~j 5 OR 6 OR `� j` I ��et�"•. T O 1"x 2"x t/B" ( ALTERNATE 7HRU BOLT Z OR 2-x 2"x t/B" ' Cl CONNECTION TYPE -o ALUM.ANGLE ° REFERENCE ANCHOR MN GLASS R ( v tt w a - 13 I: r SCHEDULE FOR MAX SEPARATION THREE 3/16"0 ALUM. ° �:._ '�'• �i� SPACING PER TABLE v+" Z j=03 POP RIVETS OR Ali I�II I �4z� $°' THREE R12 SMS,TYP. ° 17 I'-1:f 7 GLASS ttt x a m WW $.rvj 3/16"0 ALUM.POP i I OR DOOR--11 m N h 'r��` � $ tyt -.. 17 RIVET OR 107YpIS I '- - IC 17 .� u �_Z N d ` TABLEA(Cc3) (a 1E"OC.ITYPt �'-.. +a'r tt�k� � cw it to PRES.AME VS ALLOWABLE LENGTH "\ IF MAY USE MALE OR '"'�-„_ ,.. w N 'Y3 C v=i pSF 2tbx 3tt0°°� FEMALE LOCK-SLAT p_ \( 62 114" 11V 13 ALTERNATE THP.0 BOLT w o I 1/41•M X FROM PIN C5 CONNECTION TYPE ++ B72 2 119' 172' TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR C) CONNECTION4 TYPE GUIDE TO BUSHING CC3 REFERENCE ANCHORr'-:""i' WASHER ITYP.) toy� NTS SCHEDULE FOR MAX SCHEDULE FOR 11 I• w 2f� 92 114" 165' SPACING �1j{) 19 8 120 iD1"— 1291 ]IT �T - jl/ ANGLE T S TU91, CONNECTION •"'^y ISO 9T i31' TABU B(pc4j EXISTING HOST EMBED 6063-T6 ALUM TUBE 2 6B" 114" PAEES(1RE V5 ALLOWABLE LEHGM STRUCTURE 5 CONNECTION TYPE kPSF t1j80' �N•yli./g" EDGE DISTANCE REFERENCE ANCHOR B! e/ SCHEDULE FOR MAX 13' 166, SPACING OT 1ST FASTENER(a 18"O C. E {US£ANY ANCHOR SHOWN Cb ALTERNATE BUILDOUT I,AOUPIT SECTION01' 14T IN ANCHOR SCHEDULE) SCALE 3"=1'-0" S, l31PB" t2r3' l22'4"4" 94• ti w 3/16 RIVET OR#I2 SEI$ 090"6063-T6 d is,Q.C, OR 1/4. *AIA 13C 1V 17 ALUM TUBE TYP wNUI 8 BOLT(TYP.I. LF�3/16"O ALUt1.PUP - 1naLU3d. TORE RtYET OR#12 SMS d� GLASSx aa m6063-T6 ALLOY Lm 18"O.C.(TYP.) WCLOP,QOOR � �_- 'Q O h gSEE i R FOR SIZE. 2 FASTENERS 2"x 5"x 1/8" 4 £ uyluEACH ANGLE CONTINUOUS ALUMINUM ANGLE 2"x o93"6053-76 OPTIONAL ANGLE INSIDESg f iALUM.ANGLE,TYP THREE 3!16"0 ALUMi7ORIENTgTION TYP,POP RIVETS OR 17617THREE#12 SMS,TYPOR M x 2"x 1/6" REFERENCE ANCHORt3 ALUM,ANGLE 4 CONNECTION TYPE SCMEDDLE FOR MAXUSE MALE OR FEMALE _ SPACING LOCK-SLAT' --- IST ING CONCRETE. COPB1ABtFrtNKL1FMMWlo>•E 13 t3 BLOCK OR WOOD FRAMING 15-2339 RfJitir (OUTSIDE) INSIDE SILL MOUNT SECTION ►11p�uBOtlIRONl Nit x 1/2"GALVANIZED 1 � LL SCALE: CC4 TYPICAL CORNER CLOSURE DETAILS OR S S SMS,3/16"0 ALUM NTS POP RIVET.aR 1/4-20 SIDE CLOSURE OPTIONS MACHINE BOLT S NUT SCALE:3"a T-0" Q� r (a 18"O.0 RANKi 0,ONAR7q+P_E C5 CONNECTION TYPE ItU ).�. Z ni REFERENCE ANCHOR EXISTING 4 p-+ SCHEDULE FOR MAX STRUCTURE SPACINGGLASS OR DOOR m n=^ GLASS *AT,, a w C1 CONNECTION TYFE v4-20 MACHINE HOLT' 4: ,• v r } OR DOOR-- w REFERENCE ANCHOR O W/ LIT 0 12"O:C DIilG�;• NO I- 7- +-wSCHEDULE FOR MAX... F1ASOr #14 SMS@6"OC•-+=w4 r 13 D=_ SPACING1/2" 17YP TOP 8 HOTT01'llMIN </!N N ww 7- W o1/L"-20 THRU HOLT W/ C{.ASS X ap tl w !2" `� .1EPARATI >: q414 x 1/2"SMS ClP 12"O y' H LOCK NUT @ 12"O C OR OR 3/16.0 ALUM POi w 2 12 KV2"SFIS 12"OC.E,S. PER = N [5}ORORf ip"'C` •- plOR 3116'"m ALUM.POF TAOLG 2 a H RIVETS Lul 6"O.C. OR 1/4" i Sw ALUM POP RIVETS Lid 12"ORIVEFSLd b"O,C. E.S. �, JIqR 1/4"m ALUM.POP RIVETS /� - M11 ANDO �t2•'O.C.C.S._.._-- F Wi 7 tL� 1/L" MN GLASS1/4"MAX.FROM PINASSEMBLMAX FROH PINO9 ANO 10 GUIDE U HUSH�I G— TVP. UiD 0 US NG SEPAR!"Ti �ASSEMBLY WASHER ITYP.I wWASHER I7YP,1 PER TABLE241j �1/2- 1/2"TYP EXISTING CONCRETE, GLASS rZmm $Mw3 CONNECTION TYPE OR DOORaBLOCK OR WDOD FRAMING DGE REFERENCE ANC11OR X�wZH w ' --C4 CONNECTION TYPE157, SPA[NUCE FUR MAX obWREFERENCE ANCHORSCHEDULE FOR MAX QSPACING AS SHOWN C3 CONNECTION TYPE IN DIAGRAM ON PG.4 (�REFERENCE ANCHOR EXISTING CON . w o Up 66R ..� SCHEDULE FOR MAX. BLOCK OR WOOD FRAM1146 lJ / SPACItQG.ALT.FASTENER /2.. 1f4"MAX.FROM FH! LOCATION.FRONT AND CI CONNECTION TYPE GUIDE TO BUSHING _ REFERENCE ANCHOR 7/2.•' V4"MAX FROM HACK ANCHORS NOT REO'O B INSIDE MOUNT SECTION SCHEDULE FOR MAX / }^ WASHER lTYP,) taHp WITH THIS LOCATION 1g W' PIN HINDGUIDTO SCALE 3"=1'-0" SPACING ---05 CONNECIION TYPE K HUSHING WASHER �\INSIDE MOUNT SECTION + REFERENCE ANCHOR t-9 ITYP.) �^/ - SCHEDULE FOR MAX I SCALE:3-=1'-0" EXISTING CONCRETE, SPACING1 O /1 BLOCK OR WOOD FRAMt EMBED. BUILD OUT MOUNT SEC7ION _m< � —•' TVP, BOTTOM EXISTING CONCRETE, SCALE•3"=T-0" A BLOCK OR WOOD FRAMING E �t NOTE:FOR DETAILS A. D.H AND E ON THIS SHEETEDGE OSST. EXISTING y THE BASE TRACK MAY UE INSTALLED IN SECTIONS, 4 CONNECTION TYPE EMBED STRUCTURE ¢¢.. WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS d REFERENCE ANCHOR S+CON6IEG'ROfy 1Y`PE� IQ X A MINIMUM OF TWD SETS OF ANCHORS AND IS A SCHEDULE FOR MAX. 9 m E E REFERENCE ANCHOR H MINIMUM OF 12"LONG.THE SILL OR CEILING TRACKW .5 b SPACING SCHEDULE FOR MAX USED WITH THE BASE TRACK MUST BE CONTINUOUS SPACING ry OVCR THE GAPS BETWEEN SECTIONS. 31 fes,, }Cnj 1/2" (ZOR(D � � N ,{ GLASS MN a' j I w 4 a ri w 4R DOORGLASS = www ~W aYe �y a w 412 x 1/2"SMS Lill 12" EPA(ER 13 > s' w w ` O.0 OR 3/16-0 ALUM, PER w Z v A r rw» POP RIVETS Ld 6'•O C TABLE 2 w ryp R1 q�Iq I"'A nOi w OR t/4-0 ALUM POP q er<~ GLA-BOOR DR MN.GLA I3 Z=2 u"' O 6 t3 =s,Z-• RIVETS Ld 12-OC. T• O0, PRATI dt i- wm MN GLASS N F•c U m Ut PER TABLE 2 `E SEPARATION 0 o M q u }�Z D 2 I- �1 PER TABLE 2 X=a z+- - <w a 1/4-1p S.S MACHINE q�0 q OT AND�H} 7/4"MAX FROM PIN £ v N g SCREW tL NOT Lal L ASSEMBLY 1/2" GUIDE TO HUSH4aG q kdp' 72"O G TVP. WASHER ITYP,) w 3 GLASS OR DOOR 1/4"MAX,FROM PIN m w o alt.•'MAX_FROM Pill N GU ' 1 U GUSHING nF1 4 CONNECTION TYPE 1/2" GUIDE TO BTJSHING - 9� `X S 6 WASHER(TYP I EDGE REFERENCE ANCHOR O WASHER ITYP) iii A s in EXISTING CONCRETE, DIST SCHEDULE FOR MAX /. CQ07717IRYM4HNIIaOIE ry BLOCK OR WOOD EXISTING CONCRETE, SPACING AS SHOWN Z'(G:ONI9ECT(4XJ=T."!PE _ FRAMING 4 CONNECTION TYPE IN DIAGRAM ON PG 4 REFERENCE ANCHOR j.S�Z33� OR - BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX. "x 3'x i/4"CONT. /� 3 CONNECTION TYPE #12 x 1/2•'SMS Lid 12" SCHEDULE FOR MAX SPACING - 063-T6 ALUM,ANGLE REFERENCE ANCHOR O C OR 3/16"0 ALUM. SPACING ALT.FASTENER LAOR�GItIt10N7 AY BE REVERSED _ SCHEDULE FOR MAXpOp RIVEb"D.C. LOCATION FRONT AND EXISTING CONCRETE, TS S SHOWN DASHED) SPACING OR 1/4- IVE ALUM POP WITH THIS LOCATION ON REGD BLOCK OR WOOD FRAMING RIVETS Lm 1z oE. F D WALL MOUNT SECTION (�CFIUNG / INSIDE MOUNT SECTION �' V1 SCALE:3"=/'-0" �✓ SCALE.3-=1'-0„ ?WAIL/BUIL '7OUT O (,SEC+7�ON` 5L"AL'E 13 1'-O" ,FA6XK L EERNMDOI P.E. MN GLASS 1111 MfSOO/4)•19 GLASS SEPARATION OR DOOR PER TABLE 2 w p= GL ASS OR w DOOR �: No pt 0465 .Q FVN GLASS OR MN GLASS Wwd DOOR SEPARATION -� UI ,1yAl QN B MN GLASS rc w PER TABLE 2 - A =w w� -�''• STA s L r SEPARATION R PER TABLE 7 a ¢ '� J Zr _ _ r w] ar I w] r _ ] // _ xzQ r /ON 1 F5 ]] o z z �>VV wom 13 x zo. �4 �amY 6 J /p•• L z CI CONNEC71ON TYPE Q o Ef7 =N - 1 1/4"MAX FROM PIN GUIDE 2B a a REFERENCE ANCHOR T_ �Q N Ong p� SCHEDULE FOR MAX. u3� TV TD BUSHING WASHER(TYP 1 - m SPACING _-- a m IJ TWO 1/4. 0 WOOD 250 U1gd�w LAG SCREWS Lia 24•• C4 CONNECTION TYPE / Y- 250" bwp ii 0 C MAX WITH 2" REFERENCE ANCHOR THREADED PENETRATION p SCHEDULE FOR MAX. "T"-INTO CENTER OF 2X STUDS m SPACING /I N t•1 I IB IBb EMB."T' 14 SMS @ MIOSPAN BETWEEN /F DIS:. �W G' STUDS FOR TRACK TO 1"x 4" r In EXISTING HOST STRUCTURE PLYWOOD A TUBE CONNECTION / STUCCO FINISH I"' 4-x.12S' 6063-T6 ALUM.TUBE (� Dl ! �J DECORAIIVE FLOOR TRAGIC DETAIL O WALL MOUNT SILL DETAIL m� THIS DETAIL TO BE USED WHEN STUD SPACING v SCALE:3"=1'-0" SCALE:3"=1'-0" a' EXCEEDS TI1E MAX.ALLOWABLE ANCHOR SPACING. (� r N WALL MOUNT SECTION THIS DETAIL MAY a @ C CiALSO BE USED xmy SCALE:3"-V-0" AT TOP v a m g O ACCORDION SHUTTER w 3 PER PRODUCT APPROVAL F i -GLASS F `o m MN GLASS OR DOOR F- ' I `D SEPARATION 13 = in w " PER TABLE 2n EXISTING WOOD IG=0.421 L l3 APPLICABLE AT TOP X 4 w Z TRUSS OR RAFTER p AND OR BOTTOM a u x Q ['a 24-MAX.O.C. 1-,/2'l-1/2" n OR 3' E N 2" E vai EXISTING FINISIi R MATERIAL 2'MIN.- 5 6 1/4"PIAX FROM PIN GUIDE 2"x 5"x 1/8"6063-T6 TO BUSKING WASHER IT YP 1 ALUM.ANGLE W/THREE ;� II ii m lip S 2'X 3'Xie'x CONTINUOUS OR -} 2'175' tl 1/4"TILE ITYP1 1/4"0 WOOD LAG Y' 2'x2'x%"X CONTINUOUS I FINISH MA7 ERIAL SCREWS WITH 2-3/4" , ee 6061-76 ALUMINUM ANGLE MINIMUM THREADED 3/4••PLYWOOD PENETR.'•T-IN WOOD CA 5 6 € ` .9"MIN.THICK 6061-T6 ALUM TRACK X -1/1S'-.325 GRADE 7HRU BOLI'(u1 7"U.0 EACH RAFTER OF TRUSS, g e$! ANGLE FASTENED TO FASTENED TO ANGLE WITH 1/4-20 OR 5116"0 A325 GRADE 7HRU BOLT(nl 12"D C 24"O.C.MAX WHERE ! IXISTING3K51 CONCRETE MACHINE SCREWS AT 3"FROM ENDS GALV.OR S.S ANGLE EXTENDS BEYOND II R AND 9'O.C.FOR THE BALANCE LAST TRUSS MORE THAIJ� w e HOST STRUCTURE WITH EI p �— 1/4"0 ELCO ULTRACON TO CONCRETE/CMU �.1 �•@ %'0ELCOULTRACONSAT 6", EXTEND ANGLE TO C EXISTING CONCRETE HOST 5"O.0 W/1-1/4"MIN.EMB. NEXT TRUSS, w w r 3'FROM ENDS AND 4'O.C. 2-1/2'MIN. STRUCTURE(3000 PSI MIN) OR 1/4"0 LAG SCREW LID 9"O.C.W/1-7/B" I_w]] tyt FOR BALANCE WITH 1T/� MIN,EMB. IN WOOD SG-0.4 2 TO 0.55 r'n=w'- C z~ �� MIN EMBEDMENT AND 2}'1• MAX,DESIGN LOAD AT 5'-0"MAX SPAN: EXISTING COIJCRE 1 E. 13 =ti-N m p S MIN EDGE DISTANCE, t 62 P.S.F. HOLLOW BLOCK OR / N L7 E! a cor" "MIJI0EiYaoPA STAGGERED WITH 3'MIN. MAX DESIGN LOAD AT 6'-D"MAX SPAN: WOOD FRAMING.SEE X z a z I- SPACING,TYP. t 52 P.S.F. ANCHOR SC/JEU. 2"x 5"x 1/B"CONT 4� 15-2339 ' ALUM ANGLE 16063-T6) y a a _ H1H) BUILDOUT MOUNT STRUCTURE TYPE OF T qN pe�nfP�DNi - SCALE I NTS (MAX.DESIGN LUAO x 72 P S F) Hb PASS THRU DETAIL / TRUSS MOUNT SECTION 9� SCALE-3".V-0" SCALE 3"e i'-0" EXISTING MOST ALT.LEG DIRECTION 1�Il60tT163/7x11�.f.E;.. STRUCTURE 1/4"ALL POINTS SOLID SET ANCHORS WITH 7/8"MIN -!/j 12'MIN FROM EDGE OF 1/Z"ACCORDION -ROUND WINDOW EMBED IN CONCRETE OR HOLLOW BLOCK,3SPACING,AND 3' M EDGE DISTANCE 'MINIMUM EDGE OF SHUTTER, SHUTTER BLADES ASSEMBLY ` I-1f,,•AX/ (2)6063-T6 ALUMINUM TOP OR BOTTOM eY ANGLES PER BEAM END,SIZE �: D - 6549 PER SPAN TUBE SCHEDULE EMBED. I SPAN TUBE PER DESIGN SCHEDULE •; EDGE OF ACCORDION z ACCESS HOLE 1/4-20 MACHINE BOLT W/NUT @ Off'.- 'Elial-I F~ SHUTTER BLADES 13 - 12"O.0 OR#14 x 3/4"SMS 6"0 i F 3.5'TYPICAL II ..1/2"MAX. -{{uu OE3'MIN 1-EDGE 316U1j4y2.875"0 HOLE(TO RECEIVE DISTANCE MIN.GLASS. t3 z X�ROUND WINDOW ASSEMBLY) EXISTING TIONW WN-I MAXIMUM OF 3 WINDOWS GLASS OR ER TABLE SC PER EVERY OTHER BLADE DOOR O N N 6 s 1 LIGHT-N-VIEW WINDOW 4DtsrnricE '/z"MAXN3*MIN N ea 8 N.T.S. EXTERIOR ELEV = 5 6 Rm I'- t7 3 16 1/L•'MAX.SROM PIIJ GUIDE G 00 TO BUSHING WASHER('rYP I M F^ a -' ACCESS 1/4-20 MACHINE BOLT W/NUT 0 1/2' 12.O.0 OR 014 x 3/4'SMS 6'O.C. MOLE 2.875.0 HOLE TO •J- - SPAN TUBE PER w RECEIVE ROUND EMBED. I DESIGN SCHEDULE g WINDOW ASSEMBLY 1/2• _(2)6063-TG ALUMINUM I-6 ANGLES PER BEAM END,SIZE b 5 _ EXISTTNG PER SPAN TUBE SCHEDULE a d HOST 1 4"0 THRU BOLTS SEE BEAM zm" STRUCTURE SCHEDULE FOR REQUIRED NUMBERS 7. -.o -- Ego ALL POINTS SOLID SET ANCHORS WITH 7/8'MIN m Ego IN CONCRETE OR HOLLOW BLOCK 3"MINIMUM FF SPACING,AND 3'MINIMUM EDGE DISTAFICE C p 0.12S" }}--0.125' R 0.032" 0.032'{ MAX.DESIGN LOAD.:k 72 PSF 0 I q SPAN TUBE SECTION VERT SECTION 73 P 4S• / \ $PAN TUBE SCHEDULE M / E I \ ALLOWABLE TUBE NUMBER OF NUMBER OF M811M1lM AN0IE ` SPAN THRU-BOLTS ANCHORS PER LENORI TUBE SHUTTER ANGLE It + I a S ROUND 912E SPAN --_.__.._ Y WINDOW TOP BOTTOM TOP 8OT70M TOP BOROM TOP BOf'fOIA 5 .� 'y In" ASSEMBLY TUBE TUBE TUBE TUBE TUBE TUBE TIME TUBE d I 1__-__-_-__ 66 I / m 21611 60' 123.8' 135.2' 2 2 2 3 4• 7' 0.125' B6' 181.7' 1D8.9' 2 2 3 3 T T \ / 123' 89.8' B/.1• 2 2 3 3 T r E \ 2-109. 4 4 rk8'A 80' 129_1" _187.0• z 2 -2--_3 4' I 7' i!d e 98' 114.0• 12G.P 2 2 3 3 7- 1 7" 123' 102. 6• 8' _ 10" -10' 80' 138.0• 108.8' 2 2 3 3 7- 1_7- TH/ I ) 2.BX 86• 122.7• 186.7 2 2 0.125• 3 0 T' 10' a\� 03.250 123' 115.1' 137.6' 2 3 M1 9 11 13' 1199 1'I. 80' 168.1' 240.0_ 1 2 . / 211f0'a -�. 11D.B'_ 2�.T -2 _3 _ 4 6 LIGHT-N-VIEW WINDOW �� 0.1676 - / 123' 132.2' 203.1' 3 4 S 7 13' 1B' 29 �i SPAN TUBE SCHEDULE NOTES: LW1�0178WRLtLNJWPE -N.T. 'SABIC PLASTICS SLXL431T-UL-94HB - x x 4"ANGLES FOR 2'xS"B:2•x6•BEAM. 15-2339 2. USE 2•xS'xI/4"ANGLES FOR 2'x8"8.2"x10'BEAMS. sr.Aan _ g 3. USE BEAM SCHEDULE FOR DETAIL 3/8. rweE Die �7Lt�1, IS 4. TOP IA BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER CONNECTION DETAILS.WHERE USED TOGETHER,BEAM MUST BE LIMITED TO TOP BEAM SPANS. S. SPAN TUBES MAY BE USED 1N A MID-SPAN CONDITION WITH SHIITTBRS SPANNING ABOVE AND 2 BLADE W/ ROUND WINDOW BELOW THE BEAM.MID-SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS, ANCHORS ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS N.T.S. EXTERIOR ELEV ABOVE Aq6 BELOW THE BEAM. 8 6. LAP BEAMS ARE NOT ALLOWED. no 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. O J ANCHOR SCHEDULE: CONCRETEFRANK L BENNMDDI P,E. 1111 'PEODI65/9 �..��.;,?, _ 2.5'MIN EDGE DISTANCE _ SPOILS UO To 6•-0" Spans Up To 0'-3• Spam Up To 11'-O" p-p`,. G LOAD VI. TYPE CONN TYPE CONN TYPE (C`: ANCHOR (pef) Ci G2' C3 C4 G�51 CL C2 Ci C4 CS C1 C2 C3. C4 CS _ _ _ _*: ND PE004 - 11//41i1T,WVAPCON'OR'ELCO "43' 16.0"1G0-15.0"30.0"18:9=16.0 18.0" 9.0" 13_01,16.0"16.0" 9.5" 5.5" B.5" 11.5" _ *• rn' - 111.TRllCO1i 53 16.0"16.0"10.5"14.5'18.0"16,0'12.0" 7.0" 30.5"16.0"15.0" 7.5 4.5" 7.S' 30.5" {>}EMOfO(3192p9�MlN;CON 62 16.0"18.0" B.5" 12.5"16y0_16,0` 9.S' S,5" B.5_15_0"15,0" 7.5" q.5" 7.5 30.5" •77 16,0"1].0" 7.0" 13.0"18.0"15.5" O.U"_5.0" 7.5" 11.5"15.0" 7.6" 4.5" 7.5" 10_5" 7 /�CDMBINA TI01¢O�. STATE L 8 100 19.0" 7.5'• 4.5• 7.5" 10.5'15.0" 7.5' 4.5" 7.5" 10.5"15.0" 7.5" -4--7.5 10.5" 2 x 5 ITYP. g / 10 C014BINATIOIrY •.F uuu111 q 1/4•MILLENIUH HIUFAST q3_16.0_16.0"15.0.18.0"1G.0"16.0-116.0" 9.0" 13.5'16.0"16.0" 8.5" S.S' 9.0" 13.5` j�S '•�ORIO WITH 1.3/4'EMBED(3275ps1 53 16.0"16.0"11.0"15.0"16.0"16.0"11.0" 7.0" 10.5"16.0"13.5' 7.0" 4.5' 7.5 9.5" o /'/S�ONAL N= MIN CONCRETE) 62 16.0"15.0" 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.S" 111 II � GIBI U _70 16.01,12.0" 7.0" 11.0"16.0"14.0" 7.0" 4.5" 8.0 10.5 13.5" 7.0" 4.5" 7.5" 9.6" FFaa10.1a441LLL F> _ _ 100 13.5" 7.0" 4.5" 7.5 9.5" 13.5" 7.d' 4.5" 7.5' 9.5" 13.5' 7.0" 4.5" 7.5" 9.5" I 7 (?Lp 3/4"ELCD CRETEFU:X SS4 43 16.0 16.0 18.0"16.01,16.0"16.0"36.0"13.5'16.0"36.0"16.0"12.5" 8.0" 13,0" I x S IT YP.1 7.x S ITYP.) LL $aN x W/T EMBED(3350ps1 MIN 53 16.0"16.0"16.0"16.0••16.0"L6.0"16.0"10,0"SS.S'36.0"36.0"10.0" 6.5" 11.0"14.0" w CONL) 62 16;0"16.0"12.5.16.0 iG.O"16.0 12.5 B.0" 13.D"16.0"16.0"10.0" 6.5" 11_0"14.0" 2• 16.0" 16.0"10.0" 6.5" 11.0"14_0" UI g ers IUD116.01,110.0-1D.5" 11.0"14.0"16,0"10.0" 6.5" 11.0"14.0"16.0"10.0" 6.5'-11.0"14.0" ow Y1 ]•MIN EDGE DISTANCE NOTE "S"INDICATES ANCHOR SCHEDULE SPACING by n a n ca Cs c1 rs tl ca c5 a c c3 cq cs` SPACING DIAGRAM FOR CL & C4 CONNECTION TYPE: 1/4'ITW TAPCON OR ELCO 43 16.0"L6.d' 7.5" 8.11' 16,0"16.0'16.0" 5.0" 5.S"116-0`1160' 90' 3.0" 4.0'• 14.0" - C2 CONNECTION TYPE USING PIECE QD WITH OUTSIDE G ULTRACON WITH 1-314" 53 16.0"16.0" 5.5" 6.5 16.0116.0"112.0"12.0" 4.5" 16.0"I4,5" 7.5" 10.0" ANCHORS ONLY 1. EMBED(3192p61 MIN CONC) 62 16.0"155" 4.5" S.S' 160:'16m. 9.0" 4.0" 14.5"14.5" 7_5•' 10,0" - C4 CONNECTION TYPE USING PIECE ®WITH 70_16.0"12.5" 4.0" S.d' 7.5" 10.0" DUTSIOE ANCHORS ONLY ___ 100 L0.0"14.5-7.5" 10.0"14.5" 7.5' MILIENNM MILlFAST 43 16.0"16.0"11.0"13.5"L6.0"16.0"13.0" 6,5" 9�5" 16.0"130" 7.0" 4.d' 6.5" 10_5" _ W WITH 1-3/4"EMBED(3275ps1 '-3-3 1_8.0"16.0" B.0" 11_0"16.0"16.0" 9.0_ 5,0' 7_5" 16.0"10.5" 5.5" 5.5" 7,6" ANCHOR NOTES: K MIN CONCRETE) 62 16.OD 115'•e.D^ 9.9• 16.0"13.5• 7.0" 4.0" 6.5" 11.0"10.5" 5,5" 5.5" 7.5" 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING H O 51 rypI 70 16.0" 9.5" 5.5" B.d' 16.0"11.5' S.5" S.5" 8.51• 10.5" 5.5" 5.5" 7.5" ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE p G+ 100 10.5" 5.5 5.5 7.3" 10.5" S.S' 5.5" 7.51• 10.5" 5.5" 5.5" 7.5" LIMITED TO THOSE SHOW N IN TABLE 1(Pg 1). p43 d g - - 1-1/4'MIN EDGE DISTANCE 43.1 = 114'ALL-POINTS SOUD-SET 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, .m u ANCHOR W/7/8'EMBED& C1 C2 C3 C4 CS CL C2 C3 C4 CS Cl CZ U C4 CS ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR 'g 1/4-20 55 MACHINE SCREW _43 16.0"L6_0"_111 10.5 16_0"16.0"12.0_ 5.5" 7_S" 16_0"1235 6.5' 3.0 5_0" 10.0 [QUAL 10 NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. (JOOOpd MIN CONC) 53 16.0"11.. 6.5_ 8.0' 16.0"16.0' 8.5 4.D" 6.0 15_5"10_0" E 62 16.0"11.0" 5.0" 7.0' 16.0"12.5"6.5' 3.5" 5.0"10.0"10.0" 5.0" 4.0" 7.0" 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. �� 70 16.0" 9.0" 4.5' 6.9' 5.0" 4.D" 7.0" 9 p 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE 1DO 10.0" 5.0'• 4.0" 7.0" 10.0• 5.0" 9.0' 7.0" 10.0" 9.0" 9.0' 7,0" a BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCFIEDULE FOR PROPER � g 1 W/7/B•EMBED&/4'ALL-POIN75 SOLID-SET __ 3"MIN EDGE DISTANCE _ ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE ANCHOR Cl C2 tl C4 CS Cl C2 tl C4 C5 CI CZ C3 Ca C5 CONNECTION TYPEE..SEE CONNECTION DETAILS FOR IDENTIFICATION OF 1/4-20 55 MACHINE SCREW 43 16.0' 18.0"16.d'16.0" (30DOpel MIN CONC) 53 L6.0"16A"13.5"16.0"16.0"16.0"L4.0" 8.5. 13.5 16.0"16A" 8.5 5.3" 9.5" 12.0" S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE 62 16.0"36.0"10.5 16.0"16.0"16.0"11.0 7.0" 11.0"16.0"16.0" B.5" 5.5" 9.5" 12.0" ONLY. 70 16.0"15.0" 9.0" 14.0"11.60-116.13- 9.0" 6.D" 13.0"16.0" B.5" 5.5" 9.5" ]Z.0" ri B. THE CONTRACTOR 15 RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED 300 16.0" B.5" S.5" 9.5" 12.0"16.0" 8.5" S.5" 9.S' 12.0 16.0 8.5 5.5 9.9" 12.0" IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMS E0MFM MIN EDGE DISTANCE LENGTHS SHALL BE AS NOTED AND OO NOT INCLUDE STUCCO OR OTHER 1/4•POWERS 55 DROP-IN FINISHES. _ W/1/4.20 SS BOLT AND Cl CZ tl Cii C5 Cl C2 C3 Cq CS Cl C2 C3 C4 C5 1'EMBED(30DOPs1 MIN 43 16.0"16:0"14.D"16.0"16.0"16.0"14.0" B.0" 12.5`16.0"14.0" 7.5" 5,0" 8.0 1.1.5 7. VARY.FIELD STRUTHACTURE FASTENERS WOOD OARE FRAMING, ,WOOO TE WOOD FRAMING $ �� S CONC) 53 16.0"16.U" 9.5" 14.0"16.0"I6.0" 9.5" 6.0 10.0 16.0 11.5" 8.0" 4:0" 7.0 8.0 MEMBERS NOT PLYWOOD.FASTENING 7T)PLYWOOD I5 ACCEPTABLE ONLY FOR p 888 G: 62 Sfi.O"12.5" 7.5 ]2.0"16_0"14.5' 7.5 5.0" B.5" 1L5"11.5" 6.0 4.0" 7.0" 8.0" e '� 70 16.0"10.0" 6.5" ID.S"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. 100 11.5" 60" 4.0" 7.0" B.0" 11.5" 6.0 4.0 7.0 B.0•' 11.5 6.0" 4.0" 7.0" 0.0" 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF SND FRAMING,FASTENER U8¢ G 1J 3-112-MIN EDGE DISTANCE SMALL BE LOCATED 1N CENTER OF NOMINAL 2"x 4"(MIN. WOOD STUD.3 4• y 1/q•POWERS 59 O0.0P•[N - EDGE DISTANCE ISACCEPTABLE FOR WOOD FRAMIN&. IJ�G SCREWS SHALL 6 e W/1/4.20 SS BUT AND Cl C2 C3 C4 6 Cl C2 C304 C5 l C2 CC3 CA CS- HAVE PHILLIPS PAN HEAD OR HEX HEAD. pL 11 EMBED(3000PS1 MIN 43 16.0"16.0"15.0"16.0"16.0"16.0 34.5" 9.0" 13.5"I6.0"15.0" 7.5" 5.0'_9.0" 12.0" 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 12'ENGAGEMENT OF THRFADS IN p d CONC) 53_16.0"16.0"_10_5"15.0"1.6,0"16.0"1D.0" 6.5• 10.5 16A1"12.0" 6.0" 1.0" 7.5" 8.5" BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER g a 62 16.0 13.D" 8.0" 12.5"16.0"15.0" 8.0"5.0" 9.0" 12.0"I2.0" 6.0" 4.0' 7.5" 8.5" HEAD(SIDEWALK BOLT),U.O.N. AE( 'LfS--'°•n 70 16.0"10.5" 7.0" 11.0 16.0"1.2.5" 6.5" 4.5" B.D" 9.5" 12.W' 6.0" 4.0" 7.5" 8.5" DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE 115E5. •, w + -300 12.0" 6.0"14.0" 7.5' 8.5" 12.0" 6A" 4.0" 7.5" 8.5"1120 6.0" 4.0" 7.5" 8.5 fQ _ __ _ _ 2•MIN EDGE DISTANCE _ DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, _ y f12 SMS W/2'EYEWALL ClCL tl & L5 C1 c_ C3 G9 CS �CI E C:3 CA CS NUT OR WASHER WINGNUT. WPIIBRRUMLBrAMPE ARMOR INSERT W/2'EMBEDr4316.0"16.0"11.5"14.0"16.0"16_0"16.00' 7.5" 10_0"16.0"16.0" 9.0" 4_5' 6.5" 1335' IL MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. 15-2339 (20DOpsl HIN CONC) 16.0"16.0" 8.5" 11A'•160"16.0"11.5' S.S' 8.0" 36.0"14.0" 7.0" 3.5' 5.5• LE16.0"15.0" 7.D" 9.5" 16A"16.d' 9.0'• 4.5" 6.5•' 34.0"14.0" 7.0" 3.5" 5.5" 10.0" SZ WHEN ANCHORING TO HOLLOW BLOCK SDS DRILLS SHOULD NOT BE USED TO Rewt+l DRILL INTO HOLLOW BLOCK NOR SHOOLD IMPACT DRILLS BE USED TO INSTALL16.0"12.0" 6_0" 8.0" 16.0'14.5" 7.S' 4.0" 6.0" 10.5"14.0" 7.0" 3.5" 5.5" 10.0" CONCRETE SCREWS TO HOLLOW BLOCK __ 14.D" 7.0_' 3.5" 5.5" 10.0"14.0" 7.0" 3.5" 5.S' 10.0"14.0" 7.0" 3.5" 5.5" 10.0" EYEWALL 16.0_16_0_16.9'16:0"16.0"16.016.0"10.0"14.0"16.0'16.0"11.5" 6.0" 9.5" 16.0.-. -.. _.. ._ _._�14 _� .� 3.333ARMOR INSERT W/2.5" 16.0"36.0"12.0_'16.0"16.0"16.0"15,0" 7.5" 11.0"160"16.0" 90" 5_0" B4O" 17.0"EMBED(2000p51 MW CONC) 16.0"16.0" 9.5" 13.5"16.0"16.0"11.5' 6.5" 9.5" 16.0"I6.D" 9.0" 5.0" 0.0" 13.0" 70 16.0"L6.0" &0" 11.5 16.0"16.0" 9.5 5.5" B.5" 14.0"16.0" 9.0" 5.0^ 8.0" 13.0" ___ 100 16.0" 9.0" S.0" 8.0" 13.0"16.0" 9.0" 5.0' 8.0" ]3.0"16.0" 9.0" 5.0" 8.0" 13.0" ¢� R"�� n LLIW � � �®ate .I MMMMEN ©mm' 'm©moQo i' EM • - KIN �a�taaiiim��. M M M®iii%iiiiM a iai,® i//i��/ate MON :' �/�i/��i//ice /fNMWE :. IM - mF� EMEM////%/yi///yi/////,.!///// . ®% Elm ®�////,O///.1,/ mfY// / /%f�0%////% %///%////i/%///%%//%�%%/� i �l� % �� �/®� - � �ii. /�� � yai �%////iii /w/yam �O%�//// //�i��0/�//// �moQQ©m©Qmmm©om©mm©©©m©Q©©moQm woo vwwwgr Elm , , , m�iaii iaa/ilii,®�/iiii,�iiai iam�raaiiiayaiiiii� • MINE ' �mm®mmmamommr3mmomm©m©mr�ommo©m© ������ '////y%/////..M aFM y/////.®��'////%G.%/,l///..L��[•�%/////.%//// - m©m© m ' m - mmQm©Qm©m©Q =11,1011111EMIMEWRI WN., /�%///:,///// %// //�/y/� /ice/% M�MWIN .Yye� %f /�/,ov.///y/���� '//////[Ea�t�fi%//y/y///yy/%///%yf/% / // 10 a �w ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK IRAN%LB6NNNt00"➢:� 11131 tt /IE0465g5 $•c _ 2"MIN EDGE DISTANCE �'+ •"•' LOAD Satins Un 70 6'•0" ULnr._UpTo 8,,3„ ,Fya sn UD To 12'-•i O ANCHOR Cl CONN TYPE CONN TYPE CONN TYPE _..; I C4 C5 s12 SMS W(2•EYEWALL (41�$ 16.01 1C4 Cs 6�" 7 5"• 9.0" lI C4 CS 1Cl !!c5"I C2 A 65" 1 S' 8.5" d.5"Cl CZ C3 4.0" 7.0" t4 i hp PE004654 ARMOR INSERT W/1-3/4' S3 26.0"I0.5 7.0" 3S' 3.5' S.0" C 7{• EMBEDS !/ 4 62 14.0" 7,S" 4,U" 6.0" 14.5" 9.0" 4.5' A.0" 7.0° 7.0" 3.5" 3.5" 5.0" N i 70 52.5" 6.0" 3S" 3.5'S.D STATE .t L L- 100 7A" 3.S" l.6'' S.0" 7.0" 3.5 3.5 S.D' 7.0 35" 3.5" 5.0" OFfi �S. .,(OpID�•.•" fi ANCHOR SCHEDULE: WOOD (G=0.55) 'r., ipNp� � ' 3N'MEN EDGE DISTANCE PUJ' 111 aLOAD spans Up To 6'-0" Spans Up To 8'•3" �nss p To 32'-0" [�44442[ q�>>t W gggg CONN TYPE CONN TYPE CONN TYPE •W W O p1 g R 4 O ANCHOR Z YW 'd t06 x (P� Cl C2 C3 C4 CS Cl C2 C3 C4 C5 Cl C2 C3 q CS `Y Fj u7 _ 1/4'LAG SCREW WIT"1-3j4 43 16.0"16.0"IS.S'32.5"16.4"i6.D'16.0" 7.F' 9.b"116.0`111619"14S" 4S' 6 0" L66" MIN THREAD PENETRATION 53 16.0"16,0" 8.5" 10.0"16y0"16.0"180" 6,0_" 7,0" 16,0"16.0"1L5" 4.0' S.0" 16.0" A x T11R2- 62 16.0"l,6,0" 7.0� B.S�160" 14__5"3.0 6�0'_15.0"16.4"LLS" 4.0" 5.0" 16.0" 6`JI(Jfjp/j�jj/j�Jp w w 706,p" 7,5" 16,0"i6.0_"1265"'4.0"5_5" i6.P'16.0"IL5' 4.0" 5.0" l6A" G 140-36.0"31.5" a.0" 5.0" 16.0 16.0"11.5"4.0" S.p" 16.0"16.0"115" 4.0' 5.0" 16.0" '•1 " 7/16•WOOD BUSHING WITH 43 16.0"1610" 8.0 10.0"16.0"15.5" 3S.S' 8.5" 4.5" 4.5" 7.0" 1-13`MIN EMBED 01/4-20 53 16.0"lOS" 5,5" 8.0" 16.0"lI_-•:0° 6.0" 3,,•_S" 5,5" SLO" 7,0" 3.5" 4.D" S.0" to SS MACHINE SCREW 62 14.0" 8,0" 4,5" d.5 IA.S 9A" i.5 3.p" 4,5" 7.0• 7.0" 3S' 4.D" 5.0" o ,Lsmn 70 12.0" 6.0''' 3.5" 5.5" 12.5' 7 S" 3.5" A.b_' 5_5- 7.0" 35- .11, 5.0" ^� 3 ff ++ 100 1.0 3S" 4.0" 5,6" 7A" 3.S' 4.0" 5.0' 7,4" 3S" 4.0" 5.0" y� #14 SMS OR*14 WOOD 43 16.0"16.0"12.5`'114,511116.01,116.0"116.0" 8.00' 10,0"16.0"16.0"Il^5" 5.0" 7.0" 16.0" fink SCREW WITH 1-3/4"MIN 53 Y6�0"26��0" 9.0 22.F'2b.0"L6.0"15.0" 6.0" 8.0" 16.0"16_0" 9.5" 4,D" S. 13.0" UI THREAD PENETRATION 62 16.0"16,0" 7,5" 9.5" 16 0'16,0"11.5 5,0" 7.0" 166"1.6.0" B,5"4.0 S.5' 13.0" '8 (¢Laaarmtmam 70 16.0"16A'T 6.5" 8.5" 18.0'SbA"10.0" 4.5" B.D" lq.p"16.0" 45" 4.0" 5.5" 130" F $ 100 16,2" 9.5-14.0" 5,S' f3A"16.0" 9.5" 4.0" S.5" 13,0"16,0" �e< ANCHOR SCHEDULE: WOOD (G=0.42) o� &6' =m. 314'MIN EDGE DISTANCE LOAD Spans Up Tp 6'•0" bpons Up To W-3" Sone VP-Lo 2'-0_' 5 FF O ANCHOR CORN TYPE CONN TYPE CONN TYPE a s (F�1 Cl C2 C3 C4 CS Cl C2 C3 C4 CS CL C2 C3 C4 CS R 1/4•LAG SCREW WITH 1-3/443 16.0"16-019-0" 30.0 16.0"L6.0"16.0" 5.5" 7.0" 16.0" 4.5"IS.p" d$' MIN THREAD PENETRATION 53 16.0"16,016.5" 8.0"116.0"116.011[12.5' 4.F' 5.5" 16.0"!%,r 7.5" 3,0" 4.0"1L0" - 1TPs 62 f6.0"16.0" '4. 3.5" 5.0" 15.0"15.0" 7.5" 3.b" 4.0" 11.0" , d 70 16.0"13.5" 4.536,0"Old 3,0" 4.0" 3.0" 4.1 lLV d a 100.15-0" 7.5" 3.0"4.0" 11;0"156" 3.0" 4.0" 11.0" .0" 75" 3.0" 4.0" 11-0" sip SMS OR s2a wODO q3 166"16.0" S.S' iq.S"16.4"160" 5.5" 1.0" L6.013.4" bs" 3,5" 5.0° 10.5"3THREADD PENETWITSON1fJ 53 16.0'16.0" G6" 8.0" L6.0"16.0". 4.0" 5.5" 16.0"10.5" 5,5" 2.5" 4.SCREW WITH 1-3/4" 0" 7,5" 62 16.0"LLS"5.0" 7.b" i6.ff`13.0" 6.5 3.5" 5.0" 10.5"IOS" 5.5" 2S" 4.0" 7.5" mffi- 70-16_0 9.S" 16:0"11.0" 5.5" 3,0" 9,W' 8.0" 10.5'! 5.5"-2..55" 4.0" 7,5" 300 2.5" 4.0" 7.S"10.5 5.5"2.5" 4.D" ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK p/ 4"MIN EDGE DISTANCE IN LOAD Spans Ug7o G_0" SpansUpToW-3143 CONNTYPE CONN TYPE CONN TYPE soANCHOR 1PSQCl C2 C3 C4 C5 CI C2 C3 C4 CS C1 C2 C3 C4 CS 5/16"I1YII TAPCON XL W/ 43 16.0"16.016.016.0"16,0"16.0'160"156"160"160"160"150" 9.0" 14.0"16.0"53 26.0"16. 36.0"16.0"1616^b"146.W 16.0"53.0"26.0"16_035,10"12.0" . .0"1.62 16.0"16.0"14 0"16.0"Ifi6"ME 356" 9.9' 14.0"16.0"[6.0"12170 16.0"16.0"11.6"16.0"16,0"16.W 123" 8.Q12.5"16.0"16,0":126" L2.4"166N 200 16.0"12.0" 7.4" 12.0-36.0 16.0•L26" 7.5" 12.056.0"1660"12 b" 7.512.01 16.0'"5/16"ELCOULTRACN W% 43 16.0"16.0"110.5"14.0"16.0"16.D'111,5" 6,5" 9.5" 16.0"11.0"1 5.5" 6.F' 9.0" 1 -11 2-1/4•MIN.EMBED 53 16.6"13.5" 7.5" 11.0"26.0"14.b' 7.5 J.5 13,5" 4.4" 6,F` ppr+lldiRlx+RtaONwpls tl1 62 36.61 10,0" 6.0" 9.0"'16 0"11.0" S,S". 6,S" 9.0" 9.0" 6.5" 15-2339 k F� 70 15.0" 8. ''' B.0" 15.5 4.5" / S.S" t.4" 4.0" g,5^ _ 1005_5" 6.5"- 9.0_ 5.S" 6S" 9.0" g,5" ewll� 1.0- 08 2'MIN EDGE DISTANCE PSR p�[lW2PTtyml g a a c3 ca cs CL c2T r8_ c5 ct_ l� #12 SMS W/2-EYEWAW 13 16.0'16.0" 9.F' ]1.5"16.0"16.q'14'.b" 6,0" 8.0" 36,D"14.5"7.5" 3.5" 5.5" ARMOR INSERT WI 2'EMBED 53 26.0"l6.6" 7.0" 9,0" 16.0"16.0' 9.5" 4.5" 6S" 266"f i.S' 6,0" 3.0' 4.5 8.5 62 16.0"13.D" 5.5"' 7.5" 16.D"14.5" 7.5" 3.5" 5.3" 12.0"11,5" 6.q" 3.0" 4.5" B.5" •�"� 70 16_.0"14.5" Raw" 6.51 1_6.0"22.5' fi.5" 3.0" 4.51 9.0" 11S" 6.0" 3�0" 4.S" 8.5" ANCHOR-7FS:SEE SMEE7 -_. --. 9 FOR ANCHOR NO 100 11.5" 6.0" 3.0" q.F' B.S' 11.5" 6.p"3.0" 4," B.F' 11.5" 6,0" 3.0" 4.5" 8,5"