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HomeMy WebLinkAboutProduct Approval Property Infonnation Building Infonnation Owner: Dutcher Wind Zone: 150 MPH. Address: 6642 Alemendra Exposure Category: B Ft Pierce,F134951 Minimum Building Dimension: 24 ft. Mean Roof Height: 15 ft. Risk Category: II Design Pressure Calculations Opening Location Device Device Device Max Positive Max Negative Number Zone Width(in) Height(in) Elevation(ft) Pressure(psf) Pressure(psf) 1 End 74 63 7 26.4 -33.9 2 Int 93 91 7 25.3 -27.7 3 Int 53 39 7 27.9 -30.3 4 Int 26 51 7 28.5 -31.0 5 Int 26 51 7 28.5 -31.0 6 Int 26 39 7 28.5 -31.0 7 End 53 57 7 27.2 -35.5 Prepared in accordance N,ith:ASCE 740,Chapter 30. Wind Loads-Components and Cladding.5th Edition(2014)Florida Building Code. Page 1 of I I ' S I tp I + �LflB v ..—.....-,.e...F� �.-......�<. ..��............... .�.__s. ..»,� �w....�:xzw�r x....,.,...........,,.._ zY 3`."v,._���.,.��a6.,.. � f•�=«.�.ro.ssf>c>c BCIS Home Log In af�User Registration ; Hot Topics ' Submit Surcharge ? Stats&Fads i Publications ;~FBC Staff - BCIS Site Map I Links Search €' Product Approval USER:Public User Product Approval Menu>Product or Application Search>A lication Lis Application Detail r z - FL# FL13757-R5 Application Type Revision Code Version 2014 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 nk Bennardo fran engexp. 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/Phohe/Email Category oEval�uation Subcategory Compliance Method a Florida Registered Architector a Licensed gineer . Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Frank L. Bernardo, P.E. the Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation&Management Institute _ Quality Assurance Contract Expiration Date 12/31/2018 Validated By- ORLANDO L.BLANCO,P.E. 'W Validation Checklist-Hardcopy Received Certificate of Independence FL13757 R5 COI Index 2.odf FL13757 R5 COI Index 3.odf FL13757 R5 COI Indeo.odf Referenced Standard and Year (of Standard) Standard Year ASTM E1886 2006 ASTM E1996 2005 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1.994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13757 R5 Equiv EglLiv 2,pdf FL13757 R5 Eouiv Ecuiv 3.pd FL13757 R5 EQuiv Equiv.pof Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/21/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/06/2015 Date Approved 06/22/2015 Summary of Produ cts 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 R5 II Dwq.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 R5 AE Eval.pdf r �C."bin,a 'tzaions of Created by Independent Third Party; Yes i / t. end additionart"4 use. 1375712 6.8 Streamline Shutter Large Missile Impact Resistant Accordion Shutter System Installation Instructions Limit'. Use proved for use ihHVHZ: Yes FL13757 R5 II Dwo.2.1)d Approved for use outside HVHZ. Yes Verified By: Frank L. Bernardo, P.E.PE0046549 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other:See installation drawings for allowable FL13757 R5 AE Eval 2.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" I for use with essential facilities and wind zone 4 applications: Limits of Use Installation Instructions Approved for use in HVHZ: No FL13757 R5 II Dwo 3.1)d Approved for use outside HVHZ: Yes Verified By: Frank L.Bermardo PE-0046549 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure:+110/-128 28 Evaluation Reports Other:See product drawing for additional information, FL13757 R5 AE Eval 3.pd anchorage,etc. Created by Independent Third Party; Yes Back Next , Contact U.5::2601 Blair stone Rgad,Tallahassee FL 32399 Phone'850-487-182 The State of Florida is an AAJEEO employer.Con right 2007-2,0-13 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The 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,F.S.,please click here. Prciduct Approval Accepts: Dedit Card Safe I 6.8 STREAMLINE SHUTTER 0 'No 4*'01 P.E. GENERAL NOTES: 6 FOR USE WITHIN AND OUTSIDE THE HVHZ 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE,AND THE m w INTE,;NATIONAL BUILDING CODE ffl%AND INTERNATIONAL RESIDENTIAL CODE{TRC).THIS SYSTEM UNLIMITED WIDTH---------I QF -"G�o -IS MISSILE LEVEL"D"AND INCLUDES ES ESSENTIAL FACILITIES AS DEFINED IN STM E1996-091 N MEET SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. SECTION 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE r DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE TOP TRA&I,, RE EMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE RZ F LOT .IDA BUILDING CODE SHALL BE LESS THAN OR EVUAL TO THE POSITIVE OR NEGATIVE DESIGN > PRESSURE CAPACITY VALUES LISTED HEREIN FOR AN ASSEMBLY AS SHOWN. uu .1E.1 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E1886JE1996/E330. < (3 y'C3 � 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 Z SAFETY FACTOR. Z III S. THIS SYSVEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIREDFORALLWIND F E ESS OPTIONAL PLAN VIEW ZON�S,IN,ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UN CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. in II! C4 tu 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS,WIND to wo LOAD',DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. 7. 'DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE C4 s DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR .5 WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0.85 ------IT SHALL BE USED. PZ B. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC wox SITE. 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME PRQDJCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER w 61G�S-23 OF THE FLORIDA ADMINISTRATIVE CODE. 10. THE_n APPROVAL DOCUMENTS ARE SUITABLE TO 13E APPLIED BY THE CONTRACTOR PROVIDED THE CON.RACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND TME CONTRACTOR MATERIALR VER FIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE TN EITHER FORM OR FROM E APPROVAL THE�STRUCTURAL SUBSTRATES DETAILED HEREIN. �r 's a w %067�' ,ewaff . I 1,1111111 1� � I I I I HURRICA' E PROTECTION BOTTOM u t 12. LDING, X OFFICIAL MAY RE4UTRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIGNED, ED AND TRACK E rr e SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETA]L AND JUSTIFY THE VAL. LOCKING MECHANISM,SEE 3: 13. MNF RMATION: INIMUM TYPICAL PLAN VIEWS TOW FORT LAUDERDALE FLRIES TYPICAL ACCORDION MISSILE LEVEL D-ASTM E1886,E1996&E330 1 SHUTTER ELEVATION TAS/DG114 202&203 N.T.S. EXTERIOR ELEV FLORIDA BUILDING CODE APPROVED TABLE 2: 14 ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 K S.L* 15. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A MINIMUM SEPARATION FROM GLASS MINIMUM TENSILE STRENGTH OF 60 K.S.T.;U.O.N.POP RIVETS SHALL BE 1/4"0 OR 3/16"0 5052 u AU'�,l ALLOY. NON-HVHZ ESSENTIAL v 5 ""MAUITERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR HVHZ 9 P;' �LOCK AT CENTER OR SIDE CLOSURE. FACILITIES .410 D Kf,�,�BQTTC,f`4 DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. I" f WK) RAC::S MAY BE REMOVABLE AT NON-STACKING LOCATIONS:USE REMOVABLE ANCHORS, SHUTTER hm MOV*'ING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10", SPAN INSTALLATIONS INSTALLATIONS INSTALLATIONS INST INSTALLATIONS 15 ALl1. AU SHOWN INCLUDE POWDER COATING FINISH. 5 30'ABOVE >30'ABOVE <30'ABOVE 30'ABOVE' CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. GRADE GRADE GRADE GRADE � - Lf EF, �'j 2. SIALITTER M.}Y BE INSTALLED WITH UP TO(y ADDITIONAL BLADES OF SLACK. SEALANT SHALL BEUSE0 ON ANCHORS OR RACKS WHEREVER WATER SEEPAGE IS POSSIBLE, 72" 2-1/4" 2-3/8" 99, 3-112" 1-718" 3-518" 1-7/6' 120" 4 4 2" TABLE i NOTE DESIGN PRESSURES SHOWN IN"ACCORDION 14-V 4-7/8" 2" " ACCORDIQN SHUTTER 1. SHUTTER SPAN SCHEDULE"ABOVE ARE _I 2 ;2! TABLE 2 NOTES: 19_� SPAN SC14EDULE MAXIMUM ALLOWABLE DESIGN PRESSURES 1. HVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. wm AMPS AT EACH RESPECTIVE SHUTTER SPAN. 2. NOIT-11VHZ:DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND BROWARD COUNT' — LINEAR INTERPOLATION BETWEEN SHUTTER FL -ORTUN. 15-2339 PoSiTIVE NEGATIVE SPANS Is NOT PERMITTED.FOR SPANS 3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND SCALE: DF51ON ZONES I THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A BETWEEN THOSE INDICATED ABOVE,THE Ppsz�SuLv, PRESSURE DESIGN PRESSURES FOR THE NEXT HIGHER MINIMUM SPAN OF AT LEAST 30". PAGE DESCRIPTION! (PSF) I SPAN SHALL BE USED. 4. INSTALLATIONS IN WIND ZONES I THROUGH 4 OUTSIDE OF THE HVHZ WITH SPANS LESS THAN 30"SHALL 100 100 AVE -MINIMUM SEPARATION FROM GLASS WHEN:5 3V ABOVE GRADE,AND 1-5/8'WHEN>30' ABOVE GRADE. 1 9e 7 S.70 H 2-7/8 LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN THOSE 53 INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED. I 2rv. 53 6. SEPARATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM 414, 40 E1996-09. I'tf PROJECTION VARIES 4.874"MAX. .• �jj 2r� 0.080" p .. •. o .. 0.062" 0.450" 1 1.708" 0.100" }--1.830" 0.062" li =*7 '^ 1.706" 0.100"' .,N - --I- I __ o.080" 0.063" COD n 0.145" -�� 'r0.195" 0 L '': !- o.06o" 0.070^ 0.060" o,o6z" z.ezo^ 0.125" 0.630" s w t 'vl - 0.530 H 1.993 2' '{ 0.630" 0.01 , . 0.630" 0.062" ^" -L ,� 0.143" 0.096" "9 .�L-' .064"� 0.471" �-0.471"1 0.143" // dl N�D;3 �l_.. 00601, 1. 70" S 0.630" c I IN x�(2 0,062" L0.200" -� 0.0&2. 00• 0.06 > LL 01 I.OS9" 1.069" .tl6' ,y 0.062 r}I <6 0'o lJ d �to SUPPORT'LEG OPTIONAL ` 1 0.200' �-1-069"-# 0.062" 0° R - . 5.745"MAX. 1.064"-I 0.062" W WWW ��^ 5.745"MAX. rn tL j WALL BUILD OUT WALL STREAMLINE CEILING TRACK Q STREAMLINE WALL TRAC HEAVY HEADER/SILL O LI HEADE SILL SCALE:HALF SIZE .. SCALE:HALF SIZE SCALE:HALF SIZE SCALE,HALF SIZE SCALE:HALF SIZE SC LE:HAL SIZE -+O WH E SHOWN,SCREW BOSSES &FELT GROVES ARE OPTIONAL ` ON A/,.,.EXTRUSIONS ' .• �„'.�'Y/" .0.874'}- }--2.655" 0.875" " v0.510" 2.195" 1.230" 0.105" 0.060" K d m 0.7p" 0 a rn --2.655' A O in in i O'er to '(--'�- ry 7 y- m P o 0.105" in 2.362" - 4.84" `"+�2 m<4 La .831" 110 ry vai ¢ a j0.105" ' m ' N 4.510' &.1105" 0.105 0.075^ n a 0.07 H E uS g ,if 44' v „ �- 0" -�" "-- 0.07" '!' NOTE:TESTED THICKNESS OF 0.781" -----4.510"� �.--.--3.506---� BARE METAL W/O PAINT IS 0.039" a SILL / SILL ADAPTER �/EXTENDED SILL p EXTENDED SILL ADAPTOR I ADJUSTABLE SILL OTTOM 3 6.8 STREAMLINE SLAT/BLADE Q g SCALE,HALF SIZE - Q-' �•-' SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE i SCALE<HALF SIZE to n1s gbb6 j'. 0.477" sr5 4' '3 °¢� _ 0.080' 1.570" 0510, 0.143"-{ 0.143"-F'- y0.590" 0.341"�-i .O6 0.070" �, 1 ( 1.706-41 0.143" 0.096" 0.060" 0 245" o € Y gg� 0.090" 4.510"' ry t e J � 0.000" 0019 0.22u--^ 0.682" 0.630" 0.060' (XPnucxFFPeFULeO�'rulmoPE _ 0.693"J 15-2.339 TH!CRNESS OF BARE 2.022" �-3.625"--� I--+0,420" SCALE, . 6 METAL P:/G PAINT 1S 0.039" PARE DESc PRS TIONt 5 E 3T REA'MUNE STACK _ �g RADIUS CEILING HEADER/SIL6.8 STARTER Ig WALL SILL CLIP Igb WALL SILL .t. '.1',C•i.',.e':HA'Lr Sisc SCALEI HALF SIZE SCALE:HALF SIZE SCALE,HALF SIZE SCALE,HALF SIZE wY °� 125" 0.610" STAINLESS STEEL 0. NYLON WASHER OR ALUMINUM , .•', rri ASALUMINUM 11) 0.320"0 HOLE O 0. 50" 0.276" 0'357" f' #20 x 2.3/4"410 HT S.S. p' i - 0.880 •ON .+(y' q.o °D INSERTS SCREW W/TC ULTRACOTE -� 0.591" z. i9 0.05 WHEEL ti 0�120"Tc! INTO COATING in S A (� TYP TOP&BOTTOM TRACK ( ) II a .I T• N 0.062't . a � '• y �"✓•� 1 NYLON BUSHING W/WASHER: Ism -5'MAX --_-� TYP.ATE ANT AT TOP. 0,8/0", 0.750" 7/16"0 x 1/2"C�INTERIOR JOINT TOP 0.154"- -0.137" 7/16"0 x 1"0 INTERIOR JOINT BOTTOM a CYtINOER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EXTERIOR liu •• 19 ANGLE HOUSING-ZINC D DATED >U' 22 ROLLER ASSEMBLY BUSHING ASSEMBLY DETAIL BOX CENTER INSERT ff9� ¢ La a 0 SCALE.HALF SIZE 24 2g Z SCALE:HALF SIZE ,/740 MAY BE KEY OPERATED OUTSID SCALE:HALF SIZE SCALE:HALF SIZE '�00 w$ R KEY/THUMB TURN OPERATED INSIDE. Z N O 4 z f{p:zso" 23 BRASS PUSH LOCK W3: - SCALE:HALF SIZE (n R0.155" r 1.478" 2,125" O � &RO.50CY" 4.000"^- 0.236' 1.742" 0,286° 1.603" 0.267" a 0.500" 4.623" � 1.710" 1.224" 0.790" 0.090^ 0.319" 4 0.531" 0.531" G wn `26� n 2.250" M I!•--- , } � F_61 0.208.607 l•-• 0.607"0.09 o °m0250' 0.118" 1%i 02 .4 " m a 2.000" 0.060" 0.240" 2.750" ;= O M M P7 RAINGUARD 2g DECORATIVE FLOOR TRACK I- H ` z=H w r SCALE:HALF SIZE SCALE,HALF SIZE 0.160" 240-1 1.001 0.062" 0.062" 0.222" h- t 062" 0.176" - Ca 30 UNIMATE LOCK 31 MALE BOX CENTER 32 FEMALE BOX CENTER •�^��1�+� w y SCALE:HALF SIZE SCALE.HALF SIZE SCALE.HALF SIZEr. (,,_L..•�:.•�� U f } -sspp"xa3/16"WIDE "0.400" �� 0 STAINLESS A 267" �\ STEEL NUT or 00 b 0.125"] tII 30 h"' 0 CDi 0.180" a " 0.438" -iyp 5/i68TANLESSHSTEEtS.CREW ..., 0.121" 6"0 INTERNAL f-F0.6 POWDER COATED,ZINC DIE-CAST THREAD n I a C HEAD STYLE VARIES "':. °a h SECTION A �-- 1.OSp"� tit i OFFLTA M.00CI.2:22 36 T-LOCK ADAPTER 37 T- CREW INSERT 3$ THUMB SCREW y Q at L`. iNDUST.MAL SfSTEMS: n ,o (OPTIONAL) SCALE:FULL SIZE SCALES FULL SIZE o 0.27HALFSIZE NMI yQX LOCK SCALE:HALF SIZE.., S':A�"E,HALF SIZE }-z.000"-{ a}-1.62 1.500"•--} 7 t-0.12 °0.125" Co IRR 0.050" 0,093" Y Z 0.125" i, a 0.085" o &ntTyE Tn o 0 0.125" CCPfRY7RFPPIIXLBDa1WAPF. Y•? - 0.250".1.0 p1 4.085" 0.093" 15-2339 SCALE: - L•-_...___.,____..._-._._...._._.... .,•. J� � I � PAGE DE5CRIP77ON• I -+-- or ALT. 1'" END STRIP 21 1,5"x3"x0.093'" ANGLE 2g 2"x3"x0.125" ANGLE �9 AW = SCALE,HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE ;i 4.i SE,L..:MAL'Ii2F .. .. i i .. -ppJ3yy (ryyyppgq I,1C1t(lA.j/ r ANYP•A(C'-UR PER ANCHOR DTST. EDGE SCHE"1UlE(Cu 18"O.C. EXISTING DIST. ,LYfi`jl`fI� G1AZING L.R END STRIP Z N o EDULE FORMWA .ANGLE EMBED o N WHEN USI yn 40a,40b OR c,LEG D RECtTON G lJq" 6.8 STARTER 4TA'l"EMBED. t' �J I R (INTERIOR} 17 MAXH FAR 25. a• (fy 441 .iy A iz 77 U ` ANC 0.06 x 1 THICK M(N.TO 2Tx 5L MAX. 21 25 /�// `2 i EDGE� � GLE L ERSED) y g DIST. II ��� \\ FASTEN2)#IOXSI"SCREWS GLE TO TRACK W/ ;t r a 4 O C R \ ATTACH0R�7006 8 STAI2'0IR W/D Q W LLL7< - B ANY ANCHOR PER ANCHOR /rpp SCHEDULE fgl 18" u u 13 13 "I 13 Tti2 x 1/2"GALVANIZED OR z „A o ul a 13 it 12 x iJ2"GALVA OR S.S.SMS, S.S.SMS,3116"0 ALUM.POP .a '}u z I 30 3/16"A ALU RIVET,OR 1/4-20 RIVET OR 1/4-20 MACHINE W w i s:eo"(rvP.J ALTERNATE END STRIP DETAIL HOLT NUT P 18"D.C. 3 t" USE(1)BRASS PUSH LOCK OR(1} OLT&NUT @ I8"O.C. N $i WITH 6.8 STARTER AND ANGLE (EXTERIOR) 5/16.18'[�1UM8 SCREW INTO THREADED SCALE:3"=t'-0" Ow- INS w ('{�) ANY TRACK W( ERT 37 AT 1/3 SPAN TO 213 SPAN SCREW BOSSES. .i p �C1 FROM 80 OM OF SHUTTER.RECEIVING END STRIP SCHEDULE TYPICAL PLAN VIEW HOLE SHALL BE 3/8"MAX WIDTH,UP TO PSF SPAN E SCALE,3"=1*»0" 1"HEIGHT. 17-8-10(2.7-) 62 108" n 2 100" m 94" Psi o USE(1)BRASS PUSH LOCK 2 BO" OR(1!5/76-7?7Ht"MH 2 6 8 SCREW 1 0 THREADED LOCKING DETAILS FOR 2.13W.71 62 9H' SEE END STRIP w r 72 86` SCHEDULE FOR MAX. INSERT (371 AT ll3 SPAN CENTER MATES w TO 213 AN FROM SHOWN ON RANDOM 82 8 N SPAN WHEN UStNG 4_+d a 8 BOTTOM OF SHUT"ER• 30 DETAILS 3"Bf0(4.7") 62 86" 20,40a,40b OR 40c, F.n`_ 3 RECEIVING HOLE SHAT BE —5 79' 3/6"MAX WIDTH,UP TO 13 74.. H 1Jq° OR 6.8 STARTER N 1"HEIGHT. 62 1 0' _ MAX. WITH 21 OR 25. 8 O M i 30 ALT,1"BID 6 1 Oti a 82 s5 N am< tL so 172 `87'"- 40 M1O USE APPROPRIATE .� 32 STARTER STRIP E U —--v— - 1.5"x3" d6 93" 40 20 PROVIDE CLOSURE n .._-..__ x0.093" 62 87" FOR ,,,,i. w 13 7 3" BUILDING CONDITIONS. E M 23 04 ji FASTEN STARTER STRIP (INSIDE) 79 TO TRACK w/i2)010x1" m 2 . SCREWS AT CORNER,TOP ' xo,izs^ sz 1231, ALTERNATE END STRIP DETAIL &BOTTOM. - I 7— iZJ" ANY TRACK W/SCREW r SCALE:3"=1'-0" a zdw1 0" BOSSES. h 13 j� 4� 1 1s 64 t170 6" a� 109" _ 3 109" ul ( SILL g � .^'� FOR GREATER SPANS OR LOADSTHAi u W SHOWN IN END ST"P SCHEOOLE,END X Ln I STRIPS REQUIRE A i'xl'A90'CLIP ANGLE MID SPAN USING AIN ANCHOR ON THE EXISTING GLASS o A a of Z ANCHOR SCHEOULE&#14x114'TEK SCREW OR IM-20 DOLT TO END STRIP. 5 w 130 o ry USE{11 BRASS PUSH LOCK (INSIDE) x V� USE{{17 BRASS PUSH LOCK w OR 71I 5/16-18 THUMB $§ OR(ti 5/16-16 THUMB 13 PJ SCREW I 0 THREADED g�4 SCREW Iy70 THREADED 30 ti INSERT 37 AT 1/3 SPAN SILL R C� TNS RT H7i AT O SPAN zwa aW 10213TO ANFROM TO 2/3 N FROM Y y a BOTTOM OF SHUTTER BOTTOM OF SHUTTER. (OUTSIDE) ARF RECEIVING HOLE SHALL BE 2 $ 3/8"MAX WIDTH,UP T Q s� 9 7� 1"HEIGHT. 23 a ` �IT PsCAL OJTSiDE CORNER CLOSURE CC1 DET:t,I7:S 1i0 j CORNER POST 'S DOPOWHTFRRB(LBEtdLW00P.P. 13 37 21s 13 z3 (OUTSIDE) 15-2339 o� SILL SCALE: USE(i)BOX LOCK AT 1l3 PAGE DLSCRIPTION' s SPAN TO 2/3 SPAN FROM a BOTTOM OF SHUTTER TYPICAL INSIDE CORNER CLOSURE F� A99 CC2 DETAILS WO/CORNER POSTMULTIPLE SHUTTER ASSEMBLY S. NTS PYA SCALE:3"c 1'-0" //I i Cl CONNECTION TYPE N%% Ptg4 Pi/r�rrr,J i REFERENCE ANCHORtlE HOST 1. SCHEDULE FOR MAXE F SPACING Cl CONNECTION TYPE 1/4-20 MACHINE BOLTREFERENCE ANCHOR W/NUT @ 12"O.C.Oft SCHEDULE FOR MAX #14 SMS(d 6"O.C.SPACING (TYP,TOP S,BOTTOM) TA2 FA:STEtiER$ ALUM. TUBE �TACH ANGLE 6063-T6 ALLOY r F- r �SEE 7ARIE A FOR SIZE. vlOHJw ob 2 ! 0'�1x 2"x 1/6" ' / ALTERNATE THRU BOLT "7mOR2x2"x1/8" / Cl CONNECTION TYPE wLALUM.ANGLE ' REFERENCE ANCHOR w j12{i q.5SCHEDULE FOR MAX. 13 F m r Z(`/L'���] L G1 w o 13 I SPACING q ry p THREE 3/16"H ALUM, o f = a m W w w POP RIVETS OR p GLASS 3 THREE#12 SMS,TYP. 0 17 I 1 kj ••�„ OR DOOR� x w m 3/16"0 ALUM.POP - I ._, q x w o w e 17 RIVET OR#12 SMSaw" Ln1 16"D.C.(TYP.) ! q �^\ 5 0 6 0R ;_ TABLE A(r'.3) ;? 5E FRESvUAE VS AiLOVIABLE iENGTH \�O N p / MAY USE MALE OR 03 2'xl f/ 3:x3 0.108• ❑ IS No fyO FEMALE LOCK-SLAT w p m 62 130' 188" 13 ALTERNATE THRU BOLT 1/4"MAX.FROM PIN C5 CONNECTION TYPE Cl CONNECTION TYPE GUIDE TO BUSHING 72. 124" .179" CC3 TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR _ REFERENCE ANCHOR u I WASHER(TYP.) 82 119" 172" NTS SCHEDULE FOR MAX. SCHEDULE FOR MAX. 19 3 3 g2 I14' 165" SPACING L J I� 14x3/4"SMS @ 9"O.C. 160' -- ANGLE TO TUBE CONNECTION 'n at pq - R5,_e p m C 120 104" 197" 6 �5.2"%.125" Dv§K JS 150 TABLE B(cc4) EXISTING HOST— EMBED. bObS-T6 ALUM.TUBE za0 88' 114" PRESSURE VS ALLOWABLE LENM STRUCTURE 5 CONNECTION TYPE C , ®� <VX2 ' . -- ( EDGE DISTANCE REFERENCE ANCHOR g PSF WITH�0 WITH 1610 SCHEDULE FOR MAX, E r w SPACING }] u!o ,R fit iia" 166" J= pg c} FASTENER(To 18"D.C, ALTERNATE BUILD OUT MOUNT SECTION 72 IOT 157" (USE ANY ANCHOR SHOWN Cb 2 ov 82 101" 14T IN ANCHOR SCHEDULE). SCALE 3"A T-0" m w 92 95" 139' � n F i 102 ga' 132" `( 120 83" 122' D 64" 94" w FALUM.TUBETYP. 3;15 RIVET OR 012 SMS T6 73 h' N w O n a CR:/L.-29 w EPARATSON ZuWi � PER TABLE ui O w 66 1T.Y PJ 3/16"d ALUM,POPL S GLASS 2 >(' 0Z03 5?y fEl ir(•- 6E RIVET OR#12 SMS F Ix a ^'�''''� q aF ALLOY \ (al 18"D.C.(TYP.) F.,n DR DOOR £ o°N I-• u ' ssti ri r SIZE. Z"x 5"x 1/8" u v V. 2 FASTENERS x CONTINUOUS EACH;ANGLE ALUMINUM ANGLE i--r, OPTIONAL ANGLE INSIDE 16 lgg THREE 3/16"0 ALUM. e h c o POP RIVETS OR 17 ORIENTATION TYP. 17 6yF �1. THREE 012 SMS;TYP. w Cb asg $II c,C• .Y`,. I y o V x 2"x 1/e" TYPE ( a "� - - •1 :. "� 4 CONNECTION OR'2" 2"x 1/e" ED REFERENCE ANCNO `�.::;: ALUM,ANGLE i "-x"' .���•_.'JI F HALO OR FEMALE 0LFI'R*WFR"L9V0W=PS. 'L.C(�(--SLAT.` EXISTING CONCRETE, 15-2339 13 13 BLOCK OR WOO p FRAMING ECALet E IDE SILL MOUNT SECTION ptae°F$`RiFn°'t±i 012 x 1/2"GALVANIZED (OUTSIDE) EE CALE 3 1'-0" OR S.S.SMS,3/16"0 ALUM. cr�� CLOS(JRE DETAILS POP RIVET,OR 1/4-20 SIDE CLOSURE OPTIONS :;' ...•.�._.__�._.. LT S,NUT SCALE,3 MACHINE BO Cat IS-O.C. ... . C5 CONNECTION TYPE X :2�0 REFERENCE ANCHOREXISTINGo� EDULE FOR MAX. STRUCTURE 5"MAX. 1/4-20 MACHINE BOLT GLASS a a w"' GLASS vi Ct CONNECTION TYPE OR ODOR w Ou u OR DOOR w w -I REFERENCE ANCHOR 1 W/NUT @ 12'O.C.OR ,. I-u N>' H SCHEDULE FOR MAX. 014 SMS @ 6"O.C. " I13 -OTC- <Z- w w SPACING 1/2" (TYP.TOP&BOTTOM) T P Tbgfq MN _ 13 y N J [LASS N Fes-,u ro /2" � 1/4"-20 721RU HOLT Wt GLASS X m EPARATlON y o Z 1Q- w i q=a Q 1t 14 x 1/2"SMS @ 12"O.C. PER X 1i LOCK NUT . 12"O.C.OR EP PER'') F I-h I- OR 3/16"0 ALUM.POP TABLE 2 < o n¢. n N 5 DR 6 OR �J � .�`12 z 1/2"SMS @.12"O.C.ES. w RIVETS @ 6"D.C. OR 1/4"0 L w O 8086 J OR 3616;'D ALUM,POP TABLE2 w O ALUM.POP RIVETS @ 12"O.C. ¢ E} X>; @ \ jry >U w RIVETS 6"D.C. E.S. -+Z w R 1/4"40 ALUM,POP RIVETS :/ 0 N AND 3O 1/4"MAX.FROM PIN MN.GLASS w IJ <w"'l7 3 0 @ ASSEMBLY G IDE TO s !NG 13 ~ inww. NaR Cz 12"-O.C.E.S. SEPARATION 5 z 1/4"MAX.FROM PIN i!2"TYP, PER TABLE +n=or- w° �4 AND 70 GUIDE TO BUSHING W WASHER(TYP.) =z X, W WASHER(TYP,) h Z u m w"� ASSEMBLY m DR DOOR— M¢ 3 3 O j i/2" 1/2"TYP. EXISTING CONCRETE, W 3 CONNECTION TYPE X Z❑Z r- Uf �, w BLOCK OR WOOD FRAMING EDGE REFERENCE ANCHOR Q ao Q s m SCHEDULE FOR MAX. L a m w" ' L / 4 CONNECTION TYPE IST. SPACING REFERENCE ANCHOR < SCHEDULE FOR MAX. SPACING AS SHOWN F 3 CONNECTION TYPE IN DIAGRAM ON PG,9 R (5]OOR 6 0 R REFERENCE ANCHOR EXISTING CONCRETE, SCHEDULE FOR MAX. 1/4"MAX.FROM PIN SPACING.ALT.FASTENER BLOCK OR WOOD FRAMING /2' GUIDE TO BUSHING \ C1 CONNECTION TYPE / LOCATION.FRONT AND REFERENCE ANCHOR 1/ WASHER(TYP,) `^{'�2 1/4"MAX.FROM BACK ANCHORS NOT REO'D ( INSIDE MOUNT SECTION SCHEDULE FOR MAX. 19 WITH THIS LOCATION `-� SCALE:3"=1'-0" SPACING a$ m PIN GUIDE TO 5 CONNECTION TYPE f o -J�--� GUSHING WASHER INSIDE MOUNT SECTION REFERENCE ANCHOR rn m5�4 m I ITYP.) A SCHEDULE FOR MAX, SCALE.3"=1'-0" EXISTING CONCRETE, SPACING BLOCK OR WOOD FRAM, EMBED. Zm I mQ / CD BUILD OUT MOUNT SECTION m U o EXISTING CONCRETE, SCALE;3"=1'-0" w e BLOCK OR WOOD FRAMING �.- • b oa g m EDGE IST• EXISTING ��M a d. NOT E�FOR DETAILS A.,B,D AND E ON THIS SHEET, —C4 CONNECTION TYPE EMBED. STRUCTURE EHE BASE TRACI:MAY BE IN5T4C LED IiJ SECTIONS REFERENCE ANCHOR 5 CONNECTION TYPE WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS w SCHEDULE FOR MAX. REFERENCE ANCHOR -5 T A MINIMUM OF TWO SETS OF ANCHORS AND IS A m SPACING SCHEDULE FOR MAX. MINIMUM OF 12"LONG.THE SILL OR CEILING TRACK w SPACING USED WITH THE BASE TRACK MUST BE CONTINUOUS 3 16 OVER THE GAPS BETWEEN SErT)ONS. 1/2" 2 g - GLASS MN iw- �� w o a o $� A OR DOOR GLASS 13 h x w w a t->u o i w 012 1/2"SMS @12" EPARATIZVJ H ¢ O,C.OR 3/16"0 ALUM, PER to 00< 13 7 a w w Q S'y Fw» POP RIVETS@6"O.C, TABLE2 X 021- GLA550R MN GLA ==Zu'� �' � � a 5° :11 �^m w w OR 1/4"0 ALUM.POP Q o a DOOR--- N tY7 p d E 5 13 NI-Zvm RIVETS@12"O.C. E 4m PER TABLE Xw�z¢H �� I � MK GLASS ' SEPARATION w 214< m PER TABLE aw�1F O7 AND 1/4"MAX.FROM PIN QN s § 1/4-20 5,5.MACHINE •-I 0 `2 SCREW&NUT(P.- `'. �� �' � �N ASSEMBLY 1/2" 1/2" GUIDE TO(BUSHtNG 12"O.L GL:SS; li, ER TYP.1 1/4"MAX,FROM PIN ' ` TYP. WASH $ ,. g OR(DOOR 1/4"MAX,FROM PIN 4 CONNECTION TYPE w w 1/2" GUIDE TO BUSHING $C x ?. 4 GUIDE TO BUSHING w ER(TYP.) 3.R .$ B .lN E WASHER(TYP.) EDGE REFERENCE ANCHOR IXATt7+HYRiPJkfL 9E1UL'RP'1pb r¢ S 6 EXISTING CONCRETE, DIST. SCHEDULE FOR MAX. / I5-Z339 s• - m SPACING AS SHOWN 2 CONNECTION TYPE N BLOCK OR WOOD EXISTING CONCRETE, 4 CONNE011ON TYPE IN DIAGRAM ON PG.9 REFERENCE ANCHO _ OR FRAMING BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR SCALE: - "x 3"x'1/»P CONT.- 3 CONNECTION TYPE H72 x 1/2"SMS @ 12" SCHEDULE FOR MAX. PACE OESCRIPMN( c 063-T6•ALUM.'ANGLE REFERENCE ANCHOR D.C.OR 3/16"0 ALUM. SPACING.ALT.FASTENER EXISTING CONCRETE, LOCATION.FRONT AND OR WOOD FRAMING a,Y BE REVERSED?, '� - SCHEDULE FOR MAX, POP RIVETS @ 6"O.C. BACK ANCHORS NOT REO'D ' S SHOWN DAS;IEDY SPACING OR 1/4"0 ALUM.POP WITH THIS LOCATION ofl� D Rivers @ 12D.C. CEILING J INSIDE MOUNT SECTION WALL MOUNT SEC7}ONF WALL BUILD OUT c� SCALE r 3"=1'-0" SCALE:3"-1'-0" SEC ION c SCALE:3"=T-0" no v 4IM GLASS fRf N) 1N�00,P.E. (¢�GL4�"�S`."� :.:F:3tP,T19N Z J �� MFE ,/II/IJ Li -GLASS OR u 1A DOOR OR0�bit—+ PER tABLE 2 13 JI+i 2!1 ^� GLASS OR f}. flit., VTj w D_ DOOR MN GLASS I fi X 1n 4A j SEPARATION viel MN.GLASS Viw TABLE 2 r'A FSEPARATIONr wJZ= PER TABtE2 w� w +J+r,c�,z4 o w In I 1�1 a J l II 13 Wjr QV, istl 2-010 T fry y�Q €ga y' C1 CONNECTION TYPE 13 X a¢V U7 t Uml w B°2 1/4"MAX.FROM PIN GUIDE 28 U Q REFERENCE ANCHOR E `7 u z L �+O tO g TO BUSHING WASHER{TYP.) Q SCHEDULE FOR MAX. u Q W w ° TW01/G"@WOOD .250,. SPACING—"' <N 3�,-,� J LAG SCREWS @ 24" C4 CONNECTION TYPE 7) .250" o a ' O.C.MAk•..WITH 2" _ REFERENCE ANCHOR w" i THREADED PENETRATION .�O rz 'T"INTO CENTER OF 2X STUDS SCHEDULE FOR MAX. 1., l SPACING /w to < a EMB, 14 SMS @ MIDSPAN BETWEEN STUDS FOR TRACK TO 1"x 4" IS . �� m EXISTING HOST STRUCTURE SLY-WOOD& TUBE CONNECTION r - STUCCO"FINISH• 1"x 4"x.125•' • - 6063-T6 ALUM.TUBE a DECORATIVE FLOOR TRACK DETAIL WALL MOUNT SILL DETAIL W�Y T)il5 DETAIL TO BE USED WHEN STUD SPACING t✓ 3' d EXCEE05 THE MAX.ALLOWABLE ANCHOR SPACING SCALE+3"..1'-0" SCALE,3"=1'_0^ KB- �� rte•^ a ({;7 WALL MOUNT SECTION THIS DETAIL MAY <-m SCALE',3'•=V-0" ALSO BE USED o"� w AT TOP g m fo ACCORDION SHUTTER �,+r PER PRODUCT APPROVAL w —GLASS a T�Irw! v h o w •e•�"�� � MIN GLASS OR DOOR S 'D SEPARATION 13 N It PER TABLE z B EXISTING WOOD tG=0.42) a -" I APPLICABLE ATTOP y N ' E TRUSS OR RAFTER AND/OR BOTTOM Q a X Q - @)24"MAX.D.C. 2"OR 3" E M L to EXISTING FINISH MATERIAL g 1/2"MIN.- S 6 7/4"MAX.FROM PIN GUIDE ('�('''� 2"x 5"x 1/8"6063-76 1 �.{ TO BUSHING WASHER(TYPE) ALUM.ANGLE W/THREE I I m 2"-X'.3"x,5'x CONTINUOUS OR' 2.175" (, I F a a S 3 6 IJ4"Til£fTYP.) 1/4"�W000 LAG ' II n6 6Cx,I-x ALUMCNNfIIANCLE- , _ 1" FINISH MATERIAL SCREWS WITH 2-3/4" w 70� g • 6Cri•TG ALUMtNUJi?.NCE I - MINIMUM THREADED , —1/4"0 A3Z5 GRAbE THRU BgLT 7"O.C. NN PENETR."T"W WOOD > tl.4"MIN.THICK 6061-T6 ALUM TRACK X �� C. 5 6 a FASTENED TO ANGLE WITH 1 4-20 O EACH RAFTER OF TRUSS, A,1pi-FAS.ENEO];iF / 0R 5116"t6 A325 GRADE THRU BOLT }2"O.C. MACHINE SCREWS AT 3"FROM ENDS F' ` 24"O.C.MAX.WHERE FiXIS'it:v33KS='COi+h:B.cTc� GALV.OR S.S. ANGLE EXTENDS BEYOND °5 AND 9"O.C.FOR THE BALANCE {i+?SzsT T,0cT%)NE I^itH •P LAST TRUSS MORE THAN✓ rr & ¢ £LCb I;1 TR:,C6NS,AT 4 �-- 1/4"5D ELCO ULTRACON TO CONCRETE/CMU 6", EXTEND ANGLE TO 3 ;1 3"Fit0E1 E1,p_1 ANP 4P q.C. 2_ EXISTING CONCRETE HOST S"O.C.W/1-1/4"MIN.EMB. r w & ?• 1/2"MIIJ,' STRUCTURE 3000 PSI MIN NEXT TRUSS. w w 1•-� a 1 C ) OR 1/4"IP LAG SCREW @ 4"D.C.W/1-7/8" w O 7 •+ f FOF,S,1+L ftE`ITH Ifa r �° t +. MIN.EMB, IN WOOD SG=0.42.TO 0.55, h w x o #B.EL"•:4EN7.A?I'V 2"S MAX:G..,.�GR LOAD AT S'-0'+MAX SPAN: vl w w $ yP• MIN k%•4 C,_s vt cC;.I f 62 P.S.F. EXISTING CONCRETE, 'J T3 S v 1 RAM � P g HOLLOW BLOCK OR z m 2 ST:AC13EREC t","H 3`."'N..i MAX,OESrGN r,OAD AT 6'-0"MAX SPAN• M l7 g M 4 Ca YP1Gtff FFmKLBFJBVRDDPE. 5: F'AT It,'G,./P, WOOD FRAMING.SEE 2"x 5"x 1/8"CONT. 7G Z z h 7.Jr'233� _ ! _i—^ t 52?,S.F. ANCHOR SCHED,BASED ON TYPE OF • ALUM.ANGLE{60b3-T67 ..,V a 'ae.7") BUILDOUT MOUNT u SCALE: - _... SCALE:;NITS, [(MAX.DESIGN LDAD PAGE pEBCRIPT70N: PASS THRU DETAIL , HbTRUSS MOUNT SECTION "�' SCALE 3'=1'-0" K SCALE:3-=1'-0" �� . . ::a'•`ti-: ,•: -,-Y:. ... EXISTING HOSTnumlwp oo,P.E. STRUCTURE ALT,LEG DIRECTION3/4""ALL POINTS SOLID SET ANCHORS WITH 7j8 "MIN 0 ,`k` 12',MIN FROM. ,` „ EDGE.OF"ACCORDION ROUND WINDOW EMBED IN CONCRETE OR HOLLOW BLOCK,J-M NI EDGE OF SHUTTER, SHUTTER BLADES ASSEMBLY 112" SPACING,AND 3•MINIMUM EDGE DISTANCE AX _ 2 6063-T6 ALUMINUM TOP OR BOTTOMr/f ANGLES PER BEAM END,SIZE ; N� PER SPAN TUBE SCHEDULE .,*}• b EMBED, / SPAN TUBE PER - ^i DESIGN SCHEDULE /''O`.• {r° ACCESS HOLE f> p �� EDGE OF ACCORDION 2:z 1/4-20 MACHINE BOLT W/NUT SHUTTER BLADES Ei'i 12"O.0 OR#14 x 314"SMS 6"O.C. MIN En tan /f//i �. i o TYPICAL' 1/2"MAX. ,v.' '!.�" • t". EDGE 3 6 z ¢ u;ny <W Z $n 2.875"0.HOLE(TO RECEIVE - DISTANCE MIN.GLASS i3 21m~ ZXj1' <,ROUND WINDOW ASSEMBLY) - F - EXISTING A SEPARATION W W .Ni J u m MAXIMUM OF`3WINDOWS GLASS OR 00 w"g .'. PER EVERY OTHER BLADE - _ FS• ' DOOR NVN NOWm m l,Trl� �/T �p�7 w•• 1 .LIGHT'N'VIEW WINDOW E `p EDGE 1/2'MAX 8 N.T•S. EXTERIOR ELEV =O DISTANC F] `lwir rh a �V1m 5 6 . 6 o t4 3 ib 1/4"MAX-FROM PIN GU10E ,Z,Z TO BUSHING WASHER TTP.(. m u 1I ACCESS 1/4-20 MACHINE BOLT W/NUT /2" HOLE 12"O.G OR#14%3/4"SMS 6"D.C.O.C� W N - 2.875"0 HOLE TO _ SPAN TUBE PER w;S d - RECEIVE ROUND EMBED, DESIGN SCHEDULE It WINDOW ASSEMBLY 1/2- (2)6063-T6 ALUMINUM rnp AX. ANGLES PER BEAM END,SIZE c B E 4 EXISTING PER SPAN TUBE SCHEDULE �Y HOST 114"0 THRU BOLTS SEE BEAM 4.0;9. ¢ $ STRUCTURE SCHEDULE FOR REQUIRED NUMBERS 1/4' g - ALL POINTS SOLID SET ANCHORS WITH 718"MIN R o E - EMBED 1N CONCRETE OR HOLLOW BLOCK,3"MINIMUM EMB i SPACING,AND 3"MINIMUM EDGE DISTANCE C_V"•- w j u - 0,125" , �,}-0.125" 0.032" MAX,DESIGN LOAD e t 72 PSF tl g --�\ 3 SPAN TUBE SECTION _ p� 0.196," N.T.S. VERT SECTION SPAN TUBE SCHEDULE NUMBER OF 1 ALLOWABLE TUBE NUMBER OF MINIMUM ANGLE ANC ALLOWABLE TUBE SHUTTER SPAN THRV-BOLTS ANGLE LENGTH u •2 I - ,,} l - 2:J ROUND SIZE SPAN { `+� f Qj WINDOW TOP BOTTOM TOP 8077041 TOP DOTTOM TOP BOTTOM ASSEMBLY TUBE TUBE TUBE TUBE TUBE TUBE TUBE TUBE c A$ a rro ,gg� 80" 723.8` 735.2" 2 2 2 3 a' _— _ _ 5 • \ t � e t25" 98' 101.7' 709.8' 2 2 3 3 7^ z I _ - 123' 09.01 94.4" 2 2 3 £ j 1 ti\ 60" 120.1 157.0 2 7. 2 3 4^ 7" f d p 1.W" rr4.s iz4.r z— `s —a- --3 7- 7" �� �� loze toss" z z a A m^ 70" � 7'x85c 738.0' 198.9" 2 2 3 3 7' 1^2 875 `p3 250" 0.12b' 122:7' 155.7' 2 115.4• 137.6"1581' 240.0' 2 2 3 4 7' tt T�+L1'^'�- ,r �p� 2'z10X 140.6' 720.9' 2 J 4 0 1015" r�i_AVtFI�N`VIEW�WINDOYY \ / 0.1875 1322' 203.1^ —_3—__�'_._-__.�___._7_�_' 13" '19• &�L�@',� 0 COP1NGKrfIM L 0:WAWPE. N.T.S.,.>.!.• SABIC PLASTICS SLX1431T-UL-94HB \ ,,,./ SPAN TUBE SCHEDULE NOTES: ' 1USE x xl 4 x'x 'ANGLES FOR 2"x5'&2"x6"BEAMS, 15-2339 2. USE 2"x5"xl/4"ANGLES FOR 2"xB"&2"xlO"BEAMS. 6Calso .• _ s " _ 3. USE BEAM SCHEDULE FOR DETAIL 3/8. PABEOESCRIPTcoN• 4. TOP&BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER t CONNECTION DETAILS.WHERE USED TOGETHER,BEAM MUST BE LIMITED TO TOP BEAM SPANS. t S. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND z ' BLADE W/ ROUND WINDOW BELOW THE BEAM,MID-SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS, MANCHORS,ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS N.T.S. EXTERIOR ELEV ABOVE AND BELOW THE BEAM.' S ,• $ 6. LAP BEAMS ARE NOT ALLOWED. no t 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. AaP CHOR SCHEDU 2.5"MIN EDGE DISTANCE � � rj SpanE UD 7p 6'•0"t, Spans UO To B'-3" Spans Up LOAD HN TYPE CONN TYPE CONN TYPE O hM1i^.HOR (ps0 CL C2 C3 C4 CS - Cl C2 C3 C4 C5 •• - 43 ib.4"16-17". 15.0"i6."k. 16 "Z6 p" 4 " 1.0" 1j4',:iRV;Ai'CON OR ELCU .0 _ 3 16.0" 6.0" 9.5" S.5" 8.5" 14.5" ULTf.ACON WITH 1-3/4" 3. 16.0"i6A"k0.5"14.5' 6.0"12.0" 7.0" ."15.0" 7.5" 4.5" 7.5" 10.5" A O3F •1S EMLfD p',92pnI MIN CONC) - 2 16.0"16.0" S.5" 12.5"16,0"16.tt" 9,5" 5.5" 8.5" 15.0"15.0" 7.5" 4.5" 7.5" 10.5" •' eq�Ny.�''w 70 16A"130"7.0" 11.0"16.0"15.5" 8.0"- 5.0" 7.5" 11.5"15.0" 7.5' 4.5" 7.51' 10.5" 7 ! 8 COMBINATION 100 IS.,)"-73" 4.5" 7.5" L0.5"15.0" 7,5" 4.5•' 7.5" 10,5"15.0" ZS" 4.5" 7.5" 10.5" 2 x S ITYP.} 9 / }0 COMBINATION I/S"Mluc tl MMLFAS7 43 16.0"16A"IS.U"16,0"16,0"16.0"16.0" 9.0" 13.5"16.0"16.0" 0.5" 5.5" 9.0" 13.5" '//1 W e r � ; U � WIT I!k-3/4'H40ED{3275ps! 53 14.01,l6.0"LL0"15.0"16A"16.0"11.0" 7.0" 10.5"16.0"13.5" 7.0" 4.5" 7.5" 9.5" G; +MIN CONCRf q, 62 16,0"I5,U' 8,5'• 13.0"16.0"16.0" 8.5" 5.5" 9,0" 13',5"13.5" 7.0" 4.5'=7.5" 9.5" O _� >U W tI 70 16.0"12.0" 7.0" 11"0"16.0"14.0" 7.0" 4.5" 8.0" 10.5'13.5•' 7 45" 100 133" 7.0•' 4.5" 7.5" m., 33.5" 7.0" 4.5" 7,5" 9.5" 13,5" .9" 4.5" 7.5" 9.5" .c c0 w o tr pll.ELCO CRETFFLEX SS4 43 'k6.0"16.0"16.0"16.0"16.0"16.0"16.0"13.5"16.0"16.0" 16.0"12.5" 8.0"113,0"116.0', i x S T P.i 2 x 5 I YP. t - 111,2"51??_rD'1115DP,l MIb1` 53•::15.0"56,0"16:0"16,0"16.0"16.0"16.0"10,0"15,5"16.0"16.0"10.0" 6.5" 11.0"14.0" w IB w I COF.C) - '62 16.01,16.0"12.5"16.0"'L6A"_16.0"_12.5" 8.0" 13 0"16.0"16.0"SO.W' 6.5•' 11.0"14.0•' f tea. 0 ICO"16.0"10.5"16.0"16.0"16.0"I0.5" 7.0" 11.6"35.0"Z6.0"10.0" 6.5" 11.0"14A" W I _ 100 16.0"10.0" 6.5" 11.0"34A"16.0"10.0" 6.5•'111.0"1140'116.0"110,E IS" L1.0"14A" j ,00� {-- Z^MIN EDGE DISTANCE NOTE. "S"INDICATES ANCHOR SCHEDULE SPACING. / a (, t Cl C2 C3 Ca CS Cl C2 C3 C4 C5 Cl CZ c3 C4 Cs SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE: (214'I::@T.wPCOit O"ELCO 43 130,0"Sb:O" 7.S' 8.0" kb.0"ib.b"Zb.O" 5,0" 5.5" Z6.o"i6A" 9.0" 3.0" 4A" Sa.O" - C2 CONNECTION TYPE USING PIECE © WITH OUTSIDE JLTR4CO:V'.WITH 173/4' 53 26.0"16.0" 5.5" 6.5" 16.0"16.p"12.0" 4.5" 16.0"34,5" 7.5" ANCHORS ONLY 'lE°7{3332psl MIN CONC} 16.0"25.5" 4.5" 5.5" S6A"16.0" 9.0" 4A" 14.5"14.5" Z5" 10.0" - C4 CONNECTION TYPE USING PIECE(Q}WITH rn m c2 -- _-- "" "' -" OUTSIDE ANCHORS ONLY " [(✓: B .70 L6.0"12,5" 9A" 5.0" I6A"15.0" A5" 11,0"14.5" 7.5" 10.0" ��%f����"10.6"Z4.5„"7_5" � 10.0"Z4.5" 7.5" 10.0" ... 1/4"NILLENIUM MILLFAST 43 16.0"16:0"LIZ'13.5"16.0"16.0"13.0" 6.5" 9.5" 14,0"13,0" 7.0" WITH 1.3/4^EMBED 13275pIl S3 16.0"56.0" H.U" 11_0"16,0"S6iW 9.0'" 5,0" 7,5" 36.0" 10.5" 5.5" 5.S' 7.5" ANCHOR NOTES: � 3 MIN CONCRETE) 62 i6A"L7.5" G.O" 9.0" 16.0"13.5" 7.0" 4.0" 6.S" 1.1.0"I. S.5" 5.5" 7.S" F- o 9 1. SPANS AND.LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING O M } tgl9 70 16.0" 9.5" 5.5". 8,0" 16.0"11.5" 5.5" 5.5" 8.5" 10.5" 5.5" 5.5" 7,5" ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE c e p m 100 k0.5' S.5•'/ 5.5" AS" 00.5" S.5" S.S" 7.5" 10.5" 5,5" 5.5" 7.5" LIMITED TO THOSE SHOWN IN TABLE 1(Pg 1). O'oo s c, 5 1.1 4"MINE E DISTANCE 314"ALL-POINTS SOLID-SCT / DG IST Cf 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, V zm °S ui £i ANCHOR W/719-EMBED& CI C2 C3 C4 C5 C2 C2 C3 C4 CS Cl C2 C3 Ca C5 ANCHOR TYPE AND EDGE DISTANCE,SELECT DESIGN LOAD GREATER THAN OR ^^ -` - 1/4-20 S5 MACHINE SCREW 43 16.0"16.0" 8.5" 10.5"16.0"t6.0"12.0" Ss" 7.5" S6.p_'12.5" 6.5 3.0 5.0" 30-0" EpUALTO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER U {300opst MIN CONC) 53 16.0" Z6.0" 4;0" 6.0" SS.S"10.0" S,0" 4.0" 7.8" THAN OR EQUAL TO SHUTTER SPAN. -��"""11 r 6 62 16.0"11.0" 5,0" 7 0" 16.0"12.5" 6.S" " 10.0" 10.0^ 5.0" 4.0" 7.0^ 3. SEE 140UNTING SECTION DETAILS FOR IDEN71FICATION OF CONNECTION TYPE, (""� �r Cl + 70 16.41, 4.0" d.5" 6:0" 16.0"SO 3,0" 4.0" .0" 10.0" 5.0" 4.0" 7.0" /// g 7.0" 0.0" 5.o" 4.0" 7, " 10.0" 5.0" 4.o" 7.0" 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE 3^MIN EDGE DISTANCE BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER v m F lJd^ALL POINTS SOLID-ET ANCHOR TYP,tBASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE .9 ANCIIOR W/7/8'EMBED Cl CZ C3 C4 C5 Cl CZ C3 C4 C5 CONNECTION. PE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF IJ4.20 SS MACHINE SCR 43 16.0"16.0"16.0"16,0'•16.0'•16.01,16.0"II.S 16.0_"I.0"'16.0"ISA" 7.0" 11.0"SSA" CONNECTION TYPE. � �Oc $ - (30000sI MtN CONCj 53 16.0"16.0"13.5"16.0"16.0"16.0"34.0" 8.5" - 6A"16.0" 8.5" S.5" 9.5"r12.. S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE b _..-_ � - k. -} 3 11 16.0"16.0"11.0" 7.0" 13.0"36.0"16.0" 8.5" 5.5•' 9.S' ONLY. p" 6,0" 10.0"13,0"16.6" 0.5" S:5" 9.5" 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED 100 16.0" 8-5" 5.5",9-5" 12A"16.0" 8.5" 5.5" 9.5" 12.0"16.0" H.5" S.5" 9.5" IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT r' - 2-S/8"MIN EDGE DISTANCE LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER y I/'""PpwN R5 SS DROP-IN ___ ... s 17,•,1;9.20 55 BOLT AND k-'nC C3 C9 C5 Cl C2 C3 C4 C5 Cl G2 C3 C4 CS FINISHES. Et4EfD-{3coopsl MIN 43 "14.0"16,0"L6.6"16.0"ia.0" 8.0" 1x.5"16.0"la.o" 7.5" S.G•' 8A" 11.5•' 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS i CGNC) 53 " 9.5 14.0 16.0"16.0" 9,5" 6_0" 10.0"16.0"11.5" 5.0" 4.0" 7.0" 8.0" VARY,FIELD VERIFY THAT FASTENERS ARE INTO ADEQQUATE WOOD FRAMING >gs ( 62 ' 73" 12.0'160"14.S' 7,5" 5,0" 83" 12.5"11.51, 6.D" 4.0" 7.4" B.0" MEMBERS NOF PLYWOOD.FASTENING 70 PLYWOOD IS ACCEPTABLE ONLY FOR D 1 E6� j---... SIDE CLOFaURE PIECES. e e TG 0" 6.5" 10.5"16.0"12.0" I.W. 4.0" 7.S" 9.0" 11.5" 6_0" 4.0" 7.0" 6.0" 't+t iGO.. " a.47 7.0'" 8.0" u.5" 6.0" 4.0" 7.0" 8.0" 11.51,8.p" 4A" 7.p" H.o" S. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER UIE 3• M DG DISTANCE SHALL BE LOCATED IN CENTER OF NOMINAL 2"x4" MIN.)WOOD STUD,3/4" 1/2' At EDGE D AN ( LA V; Iti1WfIw:SSDROF-IN I EDGE DISTANCE IS FOR WOOD FRAMING. G SCREWS SHALL l:S:1!ti-2G Sv..BCt.T ANO ! C3 Ca C5 Cl C2 C3 C4 CS Cl C2 C3 C4 CS HAVE PHILLIPS PANHEAD OR HEX HEAD. 5S LMBGD(3C•90Dst MIN j 43 I IG.O":6.0"15.0"16,0"15,0"16,0"14.5" 9,0" 13.5"Ib,O"15,0" 7,5" S,0" 9.0" 12.0" g, MACHINE SCREWS SMALL HAVE MINIMUM OF 112"ENGAGEMENT OF THREADS W ,6"@ Ax }PPP tCC,t:+C} _ 53 I6,0_160"305"15.0"16.0"16.0"IQA_' 6.5" 10.5"16.0"Z2,p" 6.0" a.0_ 7.5 B�5" BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS BEAD,OR WAFERg ,L r 2 G,O"13.0" B.0" 12.5"16.0"15.0" 8.0" 5,0' 9.0' 12 0 12 0' 6.0" A,0" 7.5" B.5" HEAD(SIDEWALK BOLT),U.O.N, 70 _S 0"10.5" '1.0" 11.0"16.0"12.5" 6.S" 4.S" 8.0" 9.S 112.v' 6.0" 4.0" 7.5" 8.5'• Wa" i - - 0 DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES, _„__� L4 A2,0" 6.0" 4.D" 7.s" B.5^ 1z.o" 6.D' 4.tl' z5" e,5 i2.o^ 6.0^ 4.0" 7.5' 6,5' # ARE REMOVABLE BY REMOVING MACHINE SORE 1: P 2"MIN EDGE DISTANCE DESIGNATES ANCHORS WHICHW, " 9)SMS W'"^EYrW.aLCUT OR WASHER WINGNUT, l x CI C2 C3- C4 CS ClCS C2 C3 Ca C5 ClCI C2 C3 C4 CS DIPMHTIMOCLED°WWRE. *. AF110§;Tf S:a.T;7/T 6YBEG I 4; 1C.0"116.0"11.5'14,0"18,0"16.0"116.0" 7.5'" 10.0"16.0"16.0" 9:0" 4.5" 6S'_13`5" ii. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE, {2"Ops! +IrtCs+C) 15-2339 3_kE.D"Sb:J" 8.5' 11.0"16,0"16.0'•111.5" 5,5" 8.0" 16,0"14.0•' 7.0" 3,5" 5,5" 1010" 25' 12. WHEN ANCHORING TO HOLLOW BLOCK,SDS DRILLS SHOULD NOT BE USED TO SCALES - ��, 62 :6.0"15.0" 7.0" 9.5" 16.0"16.0" 9.0" 4.5" G.5" 14.0"14.0" lA" 3.5" S.5" 30.0" DRILL INTO HOLLOW BLOCK NOR SHOULD IMPACT DRILLS BE USED TO INSTALL PAGE DESCRIPTION! �_-- 70' 16.0" t2.0" 6.0" 6.0" 16.0"14.5-17.5" 4.0" 6.0" I0.5"14.0" 7,0" 3.5" S.5" 10.0" CONCRETE SCREWS TO HOLLOW BLOCK �_-�- t00_1.5.01, 7.D" 3,5." 5.5" 10.0"24.0" 7.0" 3.5" 5.5" 10,0"14.0" 7.0" 3.5" 5.5" 10.0" "r;'.%E.'r15,4r 2.7E FYn:�,Ait _-16.0 I+i.0"Sffi-0"16.0"16A" 16.0"116.0"10.0"14.0"16.0"16.0"11,5" 6.0" 9.5" 16A" or aT'/ 10 5 160 A6.0"12.0"16.0'16.0"16.0"!15.0" 7.5" 11.0"16.0"16,0" 9.0" 5.0" 8.0" 13.0" �9 6 Y60'16.4` 9_5" 13,5"16.0"S6O ZIS" 6.5" 9.5" 16.0"I6.0" 9A" 5.0" 8.0" 13.0" ti'`i I t}, -• .••.< 70 L6 0'16.0" 8.0 11.5'15.0 16.0"1 9.5" 5.5' 8.5" 14.0"16.0" 9.0' 5.0" 8.0" 13.0" \�} j.�0'.9.0"1 S.W. &o., 09 AIAJA�//j�, CF EDULE: CONCRETE (CONT,) `Y q -•�- 2.3116"MIN EDGE DISTANCE _ 3-1/8"MIN EDGE DISTANCE S bns To ' ,I -p 'Jo 6.0" 502n5 VO 70 8'-3" Spans Up To 12'-0" Spans Up 70 6'•d" 5 ens Up 70 8'"3" 1- LOA - .� 50bn5 UpTo12'-0" -�•[ � s� CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE O!.'ANs:l10R • =_^•.( _"" • (p '.C1 C2 C3 C4 C5 Cl 42 C3 44 CS Cl C2 C3 C4 CS -Cl C2 C3 C4 I C5 Cl C? C3 C4 CS Cl C2 C3 C4 C5 •e- +43. 16.0"16.0'•16.0"i6A"16,0"16,01•16.0••12.0'•16.0"16.01'16.0'•11.0" 7.0"112,O"116.0"16.0"16.0•'16.W'116.0'116.0"16.0"16.0"_12.5"i6A"]66.v,16.0"11.5" 7.5" 12.0"16.0" 'S;;;n"3T5:Th?CO":�'.W:i ii j (Z`cd9psl MIN 'S3 16.0"16.0"24.0"16.0"I6.0"1b.0"14.5" 9.0" 14.0"1G.p 16.0" 9.0" 6A" 10.0"12.5"16.0"16,0"14.5'i6A"16A"16.p"15.0" 9,0" 14,5"16.0"16.0'• 9.5" 6.0" 10.5"13.0•• ,J CONC)`. .. 62 16.0"16.0"11.5"16,0"16.0"16.0"11.5" 7.5" 12.0•'16.0"16.0" 9.0" 6.0" 10.0"12.5"16.0"16.0"11.5"16.0"16.0"16.0'•11.5" 7,5" 12.0"16.0"16.0" 9.5" 6.0"' 10.5••13.0" 70 56.0"15.5" 9.5" 15.0"76.0"16.0" 9.5" 6.0" 10.5"13.5"]6.0" 9A" 6.0" 10.0"12.5"L6:0"Sfi3O"]0.0"15.0"16.0"16.0"10.0" 6.5" 10.5"1-0.0"16.0" 9.5' G.0" 10,5"13,0" 100 I6.tl" 9.0" 6.0" 10.0"12.5"16A" 9.0" 6.0" 10.0"12,5"iG.O" B.0" 6,0" ]0.0"12.5•'16.0•' 9.5" 6.0" 10.5"13.0'•16.0'• 9.5" 5.0" 10.5"13.0"16.0" 9,5" 6.0" 50.5"23.0" 5/1G";FICO ULTRnCON WlIH 43 ILL 16.0"16.0"L6.0"16^0"16.0"16.0"13.5"16.0"16.0"16.0"32.0" 8.0'"113.5-116,0"i6.0"16A"16,p"16.0"16,0"16,0"16.p"15.0"16.0"16.0"16.0"13.0" 9.0" I5.0 16.0 ,{��j� Sy 1p!Sa 1.3(4".EMBED(350OPS)MIN .53 16.0"16.0"16.0"16.0' 16.0"16.0"15.5"Ip.O"16.0"iG.O"16.0' 9.5" 6.5" 11.5"17.5"16.0"16.0•'16.0"16,0"16.0"'16.0"16.0.1L0"16,0"16.0"16.0'•10.5•'7.5" 12.5"15.0" ,L� ' -52-S6A"16.0"12.5"I6.0"16.0"56.0"12.0" $,0" 14,0"16.0"56.0" 9.5" 6.5" Si.S"f3.5"16.0"i6A"14.0"26:0"16,0"16.0"13.5` 9.0" 15.0"f6,0"f6.0"10.5" 7.5" 12.5"15.0" .. 1.0 �. • BULL Dl 4� z 70 16.0'•16.0"10.5"16.0"16.0"16.0"10.0" 7,0" 12,0"14.5"16.0" 9.5" 6.5" 11.5"33.5"16.0"16.0•'11.5"16.0"16.0"16.0"11.0" 7.5" 13.0"i6.0"16.0"10.5" 7,5" 12.5"15.0" W 100'16.0" 9,5" 6.5' 11.5"13.5"36.0" 9,5" 5.5" 11.5"13.5"Sfi.O" 9.5" 6.5" 11.5"13.5"16A"SOS",75" 12.5"]5.0•'16.0"10.5" 7.5" 12.5"55.0"i6.tl"10.5" 7.5" 12,5"Il 0"I rl O o 11n"304 SS POWERS TAPPER ', __ _„ 1-1/2"MIN EDGE DISTANCE. 3 MIN EDGE DISTANCE _ _ p:j 1-314"EMeEb(3000pei- Cl C2 C3 C4 C5 Cl C2 C3 C4 CS Cl CZ C3 C4 CS Ci- C2 C3 C4 C5 Ci CZ C3 C4 CS CI C2 C3� C4 iC5 J • - ::.!CONC) 43 1fi.0"I4.S' 6.5" U.S. 16.0"12.5".7.0" 4,0" 6.0" 12.5" 7,01' 3_5" 4.0" 5.5" 16.0"16.0"13.5"16.0"116.0"16.0"14,0" 1n m II, 53 14.0" 8.5" 4.5" 6.5" 14,0" 9.tl" 4.5" 3,0" 4.S" 9.tl" •6.0" 3.0" 3.0" 4.0" 16.0"]6.0" 4.5" 13.5"36.0"16.0" 4S" 6.0" 4.5" 26.0"12rt0" 6.0" d.0" 6:5" 8.5" O 1 1].5" 6.5" 3.5" 5.5" 1?.0" 7.0" 3.5" -0.0" 6.p" 6.0" 3.0" 3.0" 4.0" 16.0"13.0" 7.5" 11.0"16.0"14.5" _ A.0" 6.5" 8.5" �70 9.5 5.0" 7.0" SA" 10.0" 6.0" 3.0" 3.5" 4.5" 6.0" 3.0" 3.0" 4.0" 16.0"10.5" 6.5" 10.0"16.0"12.5" 6.5" 4,0" 7.0" 9.0" 22.0" .__ L00 :6,0" 3.0" 3.0" 4.0" 6,0•' dA" 6.0" ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK v 1 F:: ! __,.,_ 1"MSN EDGE DISTANCE 2.112"MIN EDGE DISTANCE N -_ _ z ., Spans Uo To 6'-0" Spans UD To e'-3" Sans Up To 12'-0" Soans UD To b'-0" _Spans UD To 8'-3" SDans Up To 52'-0" - a '3 9 d C z h:iCltOit has/) CONN TYPE CONN TYPE .P CONN TYPE CONN TYPE CONN TYPE CONN TYPE �rn1 d '�-o�• CI I C2 C3 C4 C5 C1 C2 C3 C4 C5 Cl C2 C3 C4 CS Cl C2 C3 C4 CS CS C2 C3 Ch CS C1 C2 43 ( C4 C5 1+:'l TAPCOV`WlTH _ 3"s 8.5" 7 3.5" 8.5•" 6.0" 3.5" 6A" 3.5" 1i.5"10.0" 5.0" 6.5" 11.5" 8.5" 4,S" 3,p" 4,5" 8,5•' -0,5" 3.0" q.0" ce p M �I•:j•t`:c:EB%D .57 4.5" 4.S" 9.5" 6 0" 5 0" 9 5" 6 d" 3 5'T 6 0" j .. .. 7.0" 4.0". 7.0" 3.5" 3.0" a z tm 14.S' 8.0" 5.0"J� 3.0" 4.0"YC 4:5' 50" 30" " 3.5" 6.5" 4.0".1004.0" /!I 4.0" 4,0'•I/4'ELC'3ULTRAf.CN W. 1 43 13.0"30.5" 6.5" 13.0" 90" 9.0" 13.0•' 6.0" 13.0" 9.0•' 5A" 3.0" 4,0"1=1/4"Fh!::ED 53. 10.5" 65" 10.5,. 65„ SDS" 5A" I0.5" 6.5'5 3.5" 3.5" 6.$" 4.ff' 3.0"X530.50.51 40" 4 0" 0., W.-. 7 .. „ 65" J, i 3.0" 4On 5., 7.5,' 4.5". 3.0•' 4.0 3.0 4.0"i 3.0" o ,1/4',hf:LL' EPF1Uf1 JnLLFAST 43.12.51'1D.5" 4.0" 5.0" 12.5" 9.0" 5.0" 9A" 5.0" 4.0" 13.5•'11.5" 5.5" 7.5" 13.5"SD.O'i 53" 5.0 10.0 5.5 4.5" J m.'ANC:IOR W/1-1l4',E;+PE1] S3 300' SG" LOO' 65"% 60" 40" ¢ .- : 9.0" IlA" 6.5" 4A" 5.5" I1.0" 7.0" 4A" 7.0" I_52 •8.0" 4.5" 8.5_: 5.0" 4.p" 4.0_' 9.0" 5.0" 5.0" 9.5" 5.5" 4.5" A.S" 1"'�►vt S 4.U" 7.5•' 4A" 4,0" 8.0" 4.5'• 4.5" 1. 1 G j 100 4.0. 4.0" 4,5"Y 4.5" 4.5" S- 1-1/4"MIN EDGE DISTANCE • 'u 3- 114'ALL-POINTS SOLD-SET - .. 2.'MIN EDGE DISTANCE ,9, O ANCHOR W/7/8"EMBED B, C1 C2 C3 C4 CS CS C2 C3 C4 CS CL C2 C7 C4 CS C1 C2 C3 C4 CS C1 C2 C3 C4 C5 C1 C2 C3 C9 CS g s 114-2Q.55 MACHINE SCREW 43 15.U"13.0' S,0" 6.0" 15.0"11.0" 6.0•' 3.0" 4.0" 11.0" 6,D" 3.0" 5A" ]GA"16.0" 8.5" 10.0"16.0•'i6A"SO.S" 5.0", 7.0" 16.0"13.0" S.5" 3A" 4.5" as! )" �_ 53 12.5" 7.5" 3.5" 4.5" 12.5" 8.0" 4.tl" 3.S" 8.0" 5.0"% 3.5" 26.0"13.0" 6.0" 8.0" 16.0"14.0•' 7.5" 4.0" 5.5" 13.5• 9.0" 4.5" d.0" 6.5" _ e4 10.0" 5.5" 4.0" 10.5" 6.5" 3.0" S.0" 5.0"/ 3.5" 26.0" 9.5" 6,0" 6.5" 1b.0"1].0" 5.5" 3.0 4.5" 9.0" 9.0" 4.5" 4.0" 6.5" -' 'k t • 70 8.S" 4.5" 3.5" 9.0" 5.5" 4.0" 5.0" 3.5" 19.5" 8.0" 4.0" 6.0" 15.5" 9.5" 4.S"% 4.0" 7.0" 9 p" 4.51• 4.0" 6.5" b, I 100 5,0" 3.5" 5.0" 3.5" SA" 3.5" 4.D" 4.5" 4.0" 6.5" 9.0" 4.5" 4.0" 6.5" 4.0" 4.$" 4.0" 6.5" s tEE •'t $/!C"Tf1?TAPCON XL WITH _ 3"MIN EDGE DISTANCE 4'MIN_EDGE DISTANCE T S-3!•!"EMBED. Cl C2 � C3 C4 CS CI C? C3 C4 C5 Cl C2 C3 C4 CS CI C2 C3 C4 CS Ci ( C2 C3 C4 CS Ci C? C3 C4 CS 1tYS�Ce . 5 iS 43 16.0"i6A" 9.0" 12_0"]6.0"14.0•• 7.5" 510" 8.5" 14.0" 8.0" 4.d" 3.0" 5.5" I,T'Oj - 53 15.5" 9.5" 6.0" 9,5" 15.5"10.0•• 5,0" 6.5" 10,0" 6.5" 4.5" 4.5" 8 ¢ 13.0" 7.0" 4.5" 8.0" 13.0" 8,0" 4.0" 5.5" 6,5" 4.5" 70 10.5" 4,5" 4.5" 1-9/16"MIN EDGE DISTANCE ll 4.5 4.5 b3-1/8 "M EOGDISTANCE! 6.5 4.5 4.5S� I „ •, E9 r 4 " C1 Q C3 C4 CS Cl C2 C3 C4 CS CI C2 C3 C4 CS Cl C2 C3 Gt CS Cl C2 N C3E GIC5 CS C2 C3 C4 C5 SRS -� 1J! F�'"F`7; �_3 12R"IQO" 12.0" 0.5" 8,5" 16.0•'16.0" 8.5•' 11.0'•16.0"15.0" B.5" _7.5" 15.0" 8.5" 7.0" 'y Ft ✓rLBE1WAADOP.E. 9.5" 6.0" 9.5" 6.0" 6.0" 16.0"10.5' b.0" 83" i6A'"1].0" 6.0" Ips•• 7.0" .15-2339 v �• £2 8.0" 8.0" IA.O" 7.5"/�// 7.0" 14.5" 8.5" 7.0" 7.0" SCALE: Ko- 22.0" 7.0" 7.0" mumsSC ]ON• " lz ANCHOR NOTES:SEE SHEET .3, -,•-""�'-•Nom... 9 FOR ANCHOR NOTES_ (.'� A' ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCKr ;,/,,SPE _ 2"MIN EDGE DISTANCE -0 LOAD ��� "1''•••, G SDans Uv To 61 " Svans Up To 8'•3" Svans Uv 70 12'-4" S�Q , •• 1F Gj CONN TYPE CONN TYPE CONN TYPE ff O ANCHOR _ (DSI) Cl I C2 C3 C4 CS I Cl C2 C3 Ca CS Cl C2 C3 C4 CS #12 SMS W/2"EYEWALL 43 i6.4"16.0" 7.5" 9.0 16.0"15.5 8.5" 4.5" 6.5" 15.5" o.465 8.5`" 4.5" 4.0" 7.0" _ 3 w 3 ARMOR INSERT W/1-1/4" 53 36.0"10.5" S.tl" 7.0" 16.0"11.0" 6.0" 3.5" S.0" 11,0" 7.0" 3.5" 3.5" 5.0" • y O EMBED F4 o 62 14.0" 7,5" 4.0" A o� i m 70 11.5" 6,0" 3.5" 5.5" 12.5" 7,5" 3.5" 100 7,0" 3.5" 3.5" 5.0" 7.0" 3.S" 3.5" 5.0" 7.0" 3.5" 3.5" 5.0" i ANCHOR SCHEDULE: WOOD (G=0.55) 41, �,°_ ImIn x Y a 3/4'MIN EDGE DISTANCE Ld Q LL . ., Spans Uv To 6'-0" Snans Uo To 8'-3" SDans Uo To 12'-q" (((`�}}}+� q o - o' (Ds� CONN TYPE CONN TYPE CONN TYPE Z J{ q a . •ANCHOR iii titWWWiii • x Cl C2 C3 C4 C5 Cl I C2 C3 C4 CS Cl C2 C3 C4 CS W i/4-LAG SCREW WITH 1.3/4" 43 16.0"16.0"11.5"12.5"16.0"16,0"16.0" 7.5" 9.0" 16:0"16.0"14.5" 4.5" 6.0" 16.0" m MIN THREAD PENETRATION 53 16.4"1610" 8.5" i0.6"I6.0"i6A"16.0" 6.0" 7.p" 1610"16.0" I6.0" 62_ 16.0"16.0" 7.0" 8.5" 16.0"16.0'•14.5" $.0" 6,0" 16.0"16.0"11.5" 4.0" 5.0"]1166.000'"' .0" 16.0" 0 LL`5 U -. ' 70 160"16.0" 6.0" 7.5" 16.0"16.0"12.5" 4.0" 5.5" 16.0"16.0"11.5" 4.4" 5.0" 16.0•' .a O 5 100 16.0"11.5" 4.0" 5.0" 16.0"16.0"11.5" 4.0" 5.0" 16.0"16.0"11.5" d.0" 5.0" 16.0" a 7(16"WOOb BUSHING WITH 43 16.0"36.0" 8.0" 10.0"16.0"55.5" 8.5" 10.5" 7.0" 15S" 8.5" 4.5" 4.5" 7.0" -e,- _ - 1.13"MIN EMBED 8.1/4-20 53 16.0"10.5" 5.5" 8.0" 160"11.0" 610" 3.5" 5.5" 11.0" 7.0" 3.5" 4.0" 5.0" Ij SS MACHINE SCREW 62 14.0" B.0" 4.5" 6.5" 14.5" 9.0" 4.5" 3.4" 4.S' 70" 7.0" 3.5" 410" 5,0" . O ,i_mnn 70 12.0" 6.0" 3.5" 5.S" 12.5" 7.5" 3.5"�/i� 4.0" 5.5" 7".. 3.5" 4.0" 5.0" -T ' O too 7.0" 3.5" 4.0" 5.0" 7.0" 3.5" 410" 5.0" 7.0" 3.5" 4.0" 5.0" , 3 #14 SMS OR#i4 WOOD 43 16.0"160"12.5"14.5"i6.0"16.0"i6A" 8.0" 10.0"16.0"16.0" 11.5" 5.0" 7.0_' 16.0" vt•!R W l Y C',e SCREW WITH 1-3/4"MIN 53 16.0"16.0" 9.0" I1.S" I6.0"16.0"15.0" 6.0" 8.0" 16.0"16.0" 9.5" 4.0" 5.5" 13,0" ,.., .� THREAD PENETRATION d t 62 i6A"16,0" 7.5"..95° 16.0"16.0"11.5" 5.0" 7.0" 16.0"16.0" 9.5" 4.0" 5.5" 13.0" a' {�M043tl1mIllID 70 16.0"16.0" 6.5" 8.5" 16.0"110.0-14.5" 6.0" SA.0"16.0" 9.5" 4.0" _5.5" 13.0" T�M.w y4- b r�i - ' 100 26.4" 9.5" 4.0" 5.5" 23.0'"1b.0" 9.5" 4.0" S.5" 13.0"36.0" 9.5" 4.0" 5.5" 13.0" - ANCHOR SCHEDULE: WOOD (G-0.42) S-o _ 3/4"MIN EDGE DISTANCE E E 6 Soans Uo To 6'-0" Spans Up To 8'-3" Spans Uv To 12'-0" („��,;,..". o ANCHOR LOAD CONN TYPE CONN TYPE CONN TYPE •~�=-, z G (ps) CI C2 C3 C4 CS Cl C2 C3 C4 C5 Cl C2' C3 C4 CS 1/4"LAG SCREW WITH i-3/4" 43- 16.0"i6.0" 9,0" 10.0"16.0"16.q"16.0" 5.5" 7.0" 1610"16.0" 9.5" 3.5" 4.5" 15.0" w MIN THREAD PENETRATION u`} 53_ib.0" S6A"16.0"12.5" 4.5" 5.5" 76.0"75.0" ZS"; 3.0" 4.0" 11.0" e •62 16,0"16.0" 5.5" 6.5" 16.0"16.0" 9.5" 3.5" 5.0" 15,0"15.0"17.S" 3.0"4.0" 31.0" 74 I6A"13.5" 4.5" 6.0" 16.0"16.0" 8.0" 3,0 4.0" 11.5 15.0" 7.5" 3.0 4.0" 11.0" �c 0 5 S 100 15,0" 7.5" 3.0" 4.tl" 11.0"15.0" 7.5" 3.0" 4,0" ll-0"15.0" 7.5" 3.0" 4-0" 11-0" a ?14 SMS OR#141VOOD 43 1b.0"16.0" " 10.5"16.0"16.0"12.5" 5.5" 1.0" 1610"13.0" 6S" 3.5" 5.0" 10.5" SCREW WITH 1-3 4 MIN16.0"L5.". - F - o / 53 16.0" '_ 8.0" 16,tl"16.0" 8.5" 4.0" 5.5" 16.0"10.5'_ 5.5': 2.5'_ 4.0" 7.5" 3 THREAD PENETRATIONL1.5 2- 62 16.0" " 7.0" L6.4"23.0" 6.5" 3.5 5.0" 10.5"10.5" 5.5" 2.5" 4.0" 7.5" , - -�. 70 16.0" 9.5" " 6.0" 160"110" 5,5" 3.D" 4,0_'_ 8.0_' 10_5" 5.5" 2.5" 10.0" 7.5" •� 100 10.5" 5.5" " 4.0" 7,5" 10.5" 5.5" 2.5" 4.6" 7.5" 30.5" 5.5" 2.5'.14.0" 7.5" ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK W egggg 4"MIN EDGE DISTANCE 3 4444€€ .N � Svans Up To 6'-0 8' " Spans Up To -3" 5-Sppans UD To 12'-0"CONN TYPE CONN TYPE CONN TYPE ° O ANCHOR pg CS I C2 I C3 Cfi I CS Cl I C2 C 1 4 1 CS Cl C2 C3 I C4 C5 p6p@yf@ ` .. 5/16'ITV!TAPCON XL W/ 43 16.0"16.0"16.0"16.0"16.0"16.0"16.0"15.0"16.0"16.0"16.0"115.0" 9.0" 10 14 "1610" @d 2-114"MIN.EMBED S3 16.0"160"16.0"16.0"16A"16.0"16.0"11.0"16.0"16.0"16.0'"12-V 7.V 12.0"16.0" U K 5 q �LIp 62 4,0 I6.0"16.0"15.0" 9.0 14.0 _16.0 16.0"_12.0 5 120 16.0 16.0" i6A"160"16.0"i2.5" 8.0" 12.5"160"160" 7.5" 12.0"16.0" ." 522 10 6.0 6q 2.0 5" 2,0 6.0 .0"12.0" 7.5 12,0 X6.016.0"1100 ag$ S S/IV ELCO ULTRACON W/ 43 16.0"160"10.5"14.0"16.0"16.0"10.5" 6,5" 9.S" 16.0"LIZ' 5*5 2 5" 910" CCPIRIGHIFR4L(L aEhIL:fNJPF. "3 O 2-114"MIN.EMBED 53 16.0"13.5" 7.5" 11.0"16.0"14.0" 7-5" ZS" 13.5" 9.0"V, m _62 16.0"10.0" 6.0" 9.0" 16.0"11.0" 5.5'. " 9.0"6.S" 9.0 6.5" _ 15 2339 E 5 70 150" 8.0" 5.0" 8.0" IS.S" 9.5' � �5" 7.0^ 9,0"/ 6.5" SCALE: - k Ki 100 9.0" � � 5.5'rt 6.5_' 9.0" PAGE pEStRiPT3oN( 1 D OO 2"MIN EDGE DISTANCE 1 CS Cl C7 C4 Cl Cl I Cl G3 C4 CS C! C2 C3 CA C5 ac •' - #12 SMS Wj 2"EYEWALL 43 16.0"16.0" 9.5" !IS"16.0"16.0"I4.q" 6.0" 8.0" 16.0"34.5"7.5" 3.5"5.5" 11.5" ARMOR INSERT W/2"EMBED 53 1610"16.0" 7.0" 9.0" I6.q"16.0" 9.5" 4.5" 6,5" 16.0"101.5" 6.0" 3.0" 4.5" B.$" 9 I6.0"13.0" 5.5" T,5" 26.0"14-5" 7-S" 3.5" S.5" 12.0" 6.0" 3.0" 4.5" 8.5" •.��`' 4 w.. f !� G' 70 A6.o"10.5" s.o" 6.5" 16.0"12.5" 6.5" 3.0" A.S" 9.0" 11.5"6.0" 3.0" 4.5" 8.5" 9 FOR ANCHOR NOTES.ANCHOR NOTES:SEE HEFT !�I 11.5" 6.0" 3.0" 4.5" 8.5" 11.5" 3.0" 4.5" 8.5" 53.5" 610" 3.0" 4S" 83" T i I