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HomeMy WebLinkAboutProduct Approval ,r Property Information " Building Information Owner: Toni Maschek Wind Zone: 160.MPH. Address: 12 Huarte Way Exposure Category: B Port St.Lucie,F134952 "' Minimum Building Dimension: 30.ft. Mean Roof Height 15 ft. J -Risk.Category: II Design Pressure,Calculations Opening Location= Device Device Device Max Positive IFMax Negative Number Zone IF Width(in) Height.(in) Elevation(ft) IFPressure(p-,f) Pressure(psf) I Int 53 62 7 30.7 -33.5 ........ ._.._._ ... ........... _ _.__....... . ......._ ... ._... 2 Int 53. 62 7 30.7 33.5 .......:_:.........................._ ..:... _.._._ ._.._ 3 Int 53 62 7 30.7 -33.5 .. .......... .... . .. ......... .. ...... .......- - 4 Int 74 81 7 , 29.5 -32.2 ........ .. .. ........ ...._._ ........ _ .. ....... . __. 5 Int 74 62 7 30.0 32.8 .. ...... _.._._.... ___.._ ......... ........ ................. 6 Int . 25 46 7 32:5 35.2 . ......_ .. "-..... _ ..._._.. ._......_ ....._... - ...... ............... .. ... ......... .. ... _..- 7 Int 26 46 7 32.5 -35.2 to x, `` Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.Florida Building Code 2010 ed. Page 1 of 1 rlonda tSullding Code Unlme Yage 1 of 3 'T hvg- a .BCIS Home Log In User Registration ;-Hot Topics Submit Surcharge +.Stats&Facts Publications [...FBC Staff's BCIS Site Map Links Search lisineso/ s - I si Product Approval Public User ... . >- >App1ication-Detail` ...... > . FL# FL13757-R5 _.,_. .,a,„„i Application Type Revision Code Version Application Status Approved Comments. Archived Product Manufacturer To' and Country,Ind ustriesi . , Address/Phone/Email 400:West McfVab Road Ft..Lauderdale,:FL 33309 (954)493-8551 tomj@tc-alum.com Authorized Signature Frank Bennardo frank@engexp.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 F. Category Shatters J.. Subcategory' Accordion Compliance Method Evaluation.Report from a Florida Reger Architect or a Licensed Florida Professional Engineer T_ -- - Evaluation Report Hardcopy Reiyed �— Florida Engineer or,Architect Name who. Frank L.-Bennardo, P.E. developed tFre Evaluation Report u, � Florida License PE'0046549_`-. Quality Assurance Entity. National Accreditation&Management-Inss Quality.Assurance Contract Expiration Date. 12/31%2016. Validated.By ORLANDO L.iBLANCO,.P.E: Validation Checklist, Hardcopy Received '- Certificate:of:Independence FL25`-COI Inueo 2 dg Ff �157''R5 C 3I Inciep s..,df FL 37 C0T InoaP _ - _ 57 RS :�4' Referenced.Standard and Year(of Standard) - 'Standard' Year ASTM'E1886 2006 ASTM E1996 2005 - ASTM`E330 2002 http://www.floridabuilding.Org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvgk7yH-Muovbm... .7/1/2015 Florida Building Code Online Page 2 of 3 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect - n = 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 Products F.L# Model,.Number or Name Description 13757.1 6.8 Accordion Shutter JILarge Missile Impact Resistant Accordion Shutter System' Limits of Use Installation Instructions Approved for use in HVHZ:Yes 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 ' E-e , }i span/pressure combinations and additional limitations of Created by Independent Third Party: Yes use. f 137-57":2,:., 6;8_Stcearnline Shutter- Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes 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 `L>__7f_7 5 A,E Ev=7_in.df span/pressure combinationsand 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. Urni_ts of_Use-__—_ _ __-__.__Idstallation-Instructions— _ Approved'.for•use iwHVHZ: No AL3.757 R'.> .II D>sa :fid'' Approved for-use outside HVHZ:Yes Verified-By: Frank L. Bennardo RE-0046549 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: +110/-128 Evaluation'Reports O,ther.See_product drawing.for_additional_information, =L13757. its_AE._Eval-3.odf" anchorage, etc. Created.by-'Independent7hird Party: Yes aacsc tv^ems Contact Us.::1940 North'Monroe Street.Tallahassee FL 32399 Phone:850=487-1824 The State of Florida Is an AA/EEO employer.Cowrioht'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-recordsrequest,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.clickhere. Product Approval Accepts: http://www.floridabuilding.org/pr/pr_app_dtl.aspa?param=wGEVXQwtDgvgk7yHMuovbm... 7/1/2015 611STREAMLINE SHUTTER W GENERAL NOTES: OR USE WITHIN AND OUTSIDE THE HVHZ C1. THIS SYSTEM HAS BEEN TESTED.AND.EVALUATED,IN ACCORDANCE WITH THE FLORIDA BUILDING CODE FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE :ONE,AND THE ]NTERNATIONAL BUILDING CODE(IBCI AND INTERNATIONAL RESIDENTI L CODE(IRC).THIS SYSTEM -UNLIMITED WIDTH /1p z MEETS MISSILE LEVEL"D"AND INCLUDES ESSENTIAL FACILITIES AS DE INED IN ASTM E1996-09. ?9'. A SEEVALUATION REPON E PRODUCT RT FOR MORE INFORMATION.: sEcrtoN % O Y/ k,,a 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE W&THIS SYSTEM SHALL 13E < ,11 DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE,PRESSURE REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE -TOP TRACki FLORIDA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSE IVE OR NEGATIVE DESIGN 1 g PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY.AS SH WN. w X 0 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AN D ASTM E1886/E1996/E330. >U V w 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED P IESSURES DIVIDED BY A 1.5 (�� r.6$z c d SAFETY FACTOR.. 5. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZM G REQUIRED FOR ALL WIND, Z N w R ZONES,IN ACCORDANCE WITH ASTM 1996=09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL PLAN VIEW W 9 3 P!m CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JUR SDICTION. 3 , 6. NO INCREASE IN ALLOWABLE STRESS HAS.BEEN USED IN-THE DESIGN OF THESE PRODUCTS.WIND In a 3 m LOAD DURATION FACTOR Cd=1:6 WAS.USED FOR WOOD'ANCHOR DESIGN. °lu W q 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS,TO USE WHENIREFERENCING THESE v° DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR x= ~o a WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0.85 U SHALL BE USED. w B. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION ASPECIFIC. N G SITE, I 'n i� 9. 'THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION,AND SHALL x ONLY BE USED IN CONJUNCTION,WETH.THE EVALUATION REPORT SUBMI�TED,FOR THE SAME u PRODUCT APPROVAL,USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER O C1 TM w v 61G15-23 THE FLORIDA ADMINISTRATIVE CODE. o s 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO APPLIED BY THE ACTOR PROVIDED THE ,I CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEE REIEIN AND THE CONTRACTOR ' ° VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE 1N EITHER FORM OR MATERIAL FROM y THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 11. ANY MODIFICATIONS.OR ADDITIONS TO THESE APPROVAL DOCUMENTS ILL VOID THE APPROVALDOCU ® °� WHEN THE HURRICANE PROTECTION BDnpM 12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUME TS,THE BUILDING.. �}./�\ OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS;BE PREPARED,SIGNED,DATED AND TRACK SEALED BY A LICE SED ENGINEER OR REGISTERED ARCHITECT WHICH ETAIL AND JUSTIFY THE ��. E 1=o DEVIATION.AS A CONDITION TO THE BUILDING OFFICIAL'GRAWING HE //HER APPROVAL. LOCKING MECHANISM,SEE E 3 3 13.' EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FbLLOWI,NG MINIMUM TYPICAL PLAN VIEWS c a 9 INFORMATION: TOWN&COUNTRY:INDUSTRIES FORT LAUDERDALE FL TYPICAL ACCORDION MISSILE LEVEL D-ASTM E1886,E1996&E330 SHUTTER ELEVA�ION TAS 201,202&203 . b FLORIDA BUILDING CODE.APPROVEQ 1 N.T.S. EXTERIOR ELEV 14, ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N., ITH A MINIMUM Fy OF 25 TABLE 2: L--1 !; 15, ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAIN ESS STEEL WITH A MINIMUM SEPARATION FROM GLASS MINIMUM TENSILE STRENGTH OF,60 K.S.I.;U,O.N.POP RIVETS SHALL B 1/4"0 OR 3/16"0 5052 ALUM.ALLOY. u 16. ALL SHUTTERS SHALL HAVE A.LOCKING MECHANISM CONSISTING OF TH MBSCREW,PUSH LOCK OR NON-HVHZ ESSENTIAL BOX LOCK AT CENTER OR SIDE CLOSURE. HVHZ FACILITIES. o 17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD,CONDITIO S REQUIRE. c 18. FLOOR TRACKS MAYBE REMOVABLE AT NON=STACKING LOCATIONS,USE REMOVABLE ANCHORS. SHUTTER 19.. MOUNTING EXTRUSIONS MAY BE:BENT TO FORM A CURVE WITH A MIN,RADIUS OF 10". SPAN INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS 20, ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. a 30'ABOVE >30'ABOVE 5 30'ABOVE >30'ABOVE 9 21. 'ALL STEEL IN CONTACT WITH ALUMINUM.SHALL BE PAINTED OR PLATED. GRADE GRADE GRADE GRADE M f m 22. SHUTTER MAY BE INSTALLED WITH UP TO.(2)ADDITIONAL BLADES OF SLACK. 23. SEALANT SHALL BE USED ON ANCHORS OR TTRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 72" 2-1/4" 1-518" 2-318" TABLE 1• 99" 3-1/2" 1-718" 3-518" - 1-7/8" p$p v TABLE 1 NOTES: 120" 4-118" _ 2" 4-1/A" 2" gig e ACCORDION SHUTTER 1."DESIGN PRESSURES SHO N IN"ACCORDION 144" .4.7/8" 2" 5" 2" 9 SHUTTER SPAN SCHEDUL"ABOVE ARE - R S SPAN SCHEDUL MAXIMUM ALLOWABLE DESIGN PRESSURES TABLE 2 NOTES: r _ AT EACH RESPECTIVE SH ER SPAN. 1. HVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA, p FpuacLeEvwumo P.e 7.. (ADN-HVHZ:DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND 13ROWARD COUNTY POSITIVE NEGATIVE 2• LINEAR INTERPOLATION¢ETWEEN SHUTTER. FlomITT- SHUTTER DESIGN DESIGN SPANS IS NOT PERMITTED,FOR SPANS 3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND 15-2339 SPAN PRESSURE PRESSURE BETWEEN THOSE INDICA ED ABOVE,THE ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A SCALE: - - DESIGN PRESSURES FOR HE NEXT HIGHER PSF PSF MINIMUM SPAN OF AT LEAST 30". PAOE DESCRIPTION( SPAN SHALL BE USED. 4. INSTALLATIONS IN WIND ZONES I THROUGH 4 OUTSIDE OF THE HVHZ WITH SPANS LESS THAN 30"SHALL 72" 100 100 HAVE 2-7/8"MINIMUM SEPARATION FROM GLASS WHEN 5 30'ABOVE GRADE,AND 1-5/8"WHEN>30' ei 99" 70 70ABOVE GRADE. of S. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN THOSE 120" 53 - 53 INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED. n w 144" 43 40 I 6. SEPARATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM L�IIJII 3 E1996.09. I PROJECTION 4"MAX,VARIES \ 2.874" 4, . 0.062" 0.450" N *1 ,,4 o �• 1.768" 0.100 �--1.030" 0.062" r'• *�• rry*; ,* N 1.708" 0.100 i Eiz =0.195" 0 096 <L - ;4-_j'. 0.060" 0.070" 62' " •0.125" .t 0.630" TE ^: 1.9930.062" « 0. 62" "" 0.143 O.fi30" -o 0.630 ._. I I -1� _4. .069"-{ T==1'0.971" 1"j 0.143" iv :nJf! 10.L0 200" o 060" 0.630" I >1.064 0.062" "-40.062" 0200" 0.630" 0.06 0.062 FlyRf ¢ U'SUPPORT LEG OPTIONAL 0.200"� �-1.069"-}-1 0.062" `4.200" W W N Q W 5.745"MAX. - 1:069 0.062" uu...lii w 5.745 MAX.' to . �j WALL'w Bl1ILD OUT WALL . �3 STREAMLINE CEILING TRACKq STREAMLINE WALL TRAGIC a HEAVY HEADER/SILL O LITE HEADER/SILL w SCALE:-HALF SIZE SCALE:HALF SIZE SCALE,HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE=HALF SIZE *+� Y a g WHERE SHOWN,SCREW BOSSES - $, &FELT GROVES ARE OPTIONAL ' M ON ALL EXTRUSIONS ' �i 0.870}- 2.655 0.875" 0.51W 2.19511,. 1.2Irn3I0" 0.060" 0745 "22 -2.655 O 2.362" 4.84" 0105" 4.510.831"Ar105" - 11 1.069' "m Ety�7'' _ `^ '^ 0 iv --•� (� ° 0:105" � 0.075" n� � 0.075" lj} ❑ .. - - 1 0.044 jE 3 g - I .. ...4.510"•--� _--_,_„ 4944-{ NOTE:TESTED THICKNESS OF 4.510"-=--� 1 0.07 _! OARS METAL W/O PAINT IS 4.034" O7 3.506"" . SILL SILL ADAPTER ig EXTENDED SILL }D EXTENDED SILL ADAPTOR 11 ADJUSTABLE SILL BOTTOM 13 6:8r.STREttiMLiNE;SLAT1BlADE SCALE:HALF SIZE `-"' SCALE:HALF SIZE SCALE:FIALF SIZE SCALE:HALF SIZE SCAL-E`.HACF SIZE" ----- SCALE:HALF SIZE 0.080'• _ 0.477" 1.570"' 0 510• ' . 0'.10105$" 00".540" - 0.3410'O" tf .06_' 0.070Y0 .245" 0.10 0.143" COF�i`w�GtHlN�7at, 1.70B- .708 0.143" 0096" .060" 0.060" 0.117" 4:753" m 0.096"i5,- 0 { 0" N 0.00 0.18 0,682" 0.630" 000 8" 0.227" 0.693'J 15-2. L3 Eg3Y gnEit904 tCP LOPE E NOTE:THICKNESS OF HARE 2.822" +0.420" SCALM. - $ METAL W/O PAINT IS 0,039" �AOE nESCRI T70 16 6,6 STREAMLINE STACK. 16 RADIUS CEILIN HEADER SILL, 17 6.6 STARTER Ig WALL SILL CLIP Igb WALL SILL SCALE:HALF SIZE 7 SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE oITT • .. .. .. P.E. 00,P. 1 950" NYLON WASHEROREuo�(��.�1J///,'ff'/ . -, B.125" - '0,610" STAINLESS STEEL .280-j-i 4 0" ALUMINUM • .-(- ASSEMBLY 0,357" 1 0. 50" 0.320"0 HOLE o 0.276" m o z o ;#10 x 2.3/4"410 HT S.S. NYLON - y a INSERTS SCREW W/TC ULTRACOTE 0.591" *`` ii. o - WHEEL ! ri O 0.120"o m 2 m�,f� of 0.05 INTO COATING A 4FTa�\tt 0 . - - 1.100"H F0.240" �r TRACK {7YP,TOP&BOTTOM) 0.062"- - S'�3�, q.{. NYLON BUSHING W/WASHER: ~0'�4"-�'�-0,137" ��/ iMS�'1 6 I I TYP.AT EVERY OTHER 0.750 7/16"0 x 1/2"@ INTERIOR JOINT TOP f/// ,g 1-J---S"MAX. ""' =:1. INSIDE JOINT AT TOP. D•87tl" 7/16"0 x 1"O INTERIOR JOINT BOTTOM - i1 �+ CYLINDER-SOLID BRASS;NICKEL PLATED EITHER CAN BE USED ON EXTERIOR I;I j ANGLE.- HOUSING-ZINC DICAST;POWDER COATED �9 SCAL£;HALFStzE 22 ROLLER ASSEMBLY; 24 BUSHING ASSEMBLY DETAIL 26 BOX CENTER INSERT (�Q, Lto§ �o SCCA.LEi HA4F SIZE NOTE: MAY BE KEY OPERATED OUTSIDE SCALE,HALF SIZE SCALE:HALF SIZE z ++ W _ OR KEY(THlIMB TURN OPERATED INSIDE, W ..w (- 0.250 23 BRASS PUSH LOCK C � y 3ai RO.155 r 0.286' 1 603" . SCALE HALFSiZEJ c Ol o; 1.742. .ti 80.500' .q00"4.§00" 0.236" 1.710" - 1.224, 0.267" 0.531" voi n 0.790" 0.090' 0.531" 0.064 m o 0.28 . 2.250" _77 �o I'0,6070.607" m ' W _ a.116a.2z4". 0.239" - .• . 2.004" 0.060" 0.496" 0.240" « .J r ■„�/ M _ - _ EC0 A VE-;FCOOR:TRACK 3.476" o.z4o^ 27 RAINGUARD 2$ D RTI SCALE,HALF SIZE SSC AL£,_HALF StXE. - " _ 0.160-) S.ODl' 0.062" 0,062^ 0.222"-f F 0.062" �--0.176" v E 30 UNIMATE-LGFC_ 3t MALE BOX CENTER 32 FEMALE BOX CENTER � d SC,-AL•E.JiALF,_SIZE'. SCALE,HALF SIZE SCALE,HALF SIZE -1l-0.062" a n C 5.500"x 13/16"WIDE E-"}'a.400" 1,.. >/16"0 STAINLESS _ o r.167" 4� STEEL NUT L-, 30 _ a,fru �3E n >'0:125" I - ^N,-�. OI i 0.43$"' 1 0.18$" 5/16-16x1 MACHINE SCREW ��oa 0.121" TYP. 5/16"0 INTERNAL STAINLESS STEEL F N 0.689" POWDER COATED,ZINC DIE-CAST THREAD Qµ '' II 4.500" TION HEAD STYLE VARIES oogg��TTpp MppppEL 2oz2..� SECTION A ' 36 T .LOCK AQAWTER 37 T-SCREW INSERT 3g THUMB SCREW IfVDUSTRIAL SYSTEMS (OPTIONAL} r:""' SCALE:FULL SIZE SCALE,FULL SIZE 0 0,254" 400 4Ob 4OC 35 BOX LOCK SCALE,HALF SIZE FND STRIP 1 c si SCALE,HALF SIZE �-2,000"-�-i 2" 8L.3° EXT rd y#-0.125"SCALE: HALF SIZE 1< 0.125" a�. a 0.050" 0.093" d 0 °�, � �f 0.085" o 0 0.125" GPPfabiffFA/JI(LH07WU76Pf. o N I q 0.093^ ^' 152339 0,256" 0.465" m . E .. ri SCALE? - RAGE bESCR2RfIONt " ' 2O ALT°1 END FSTRIP 21 x3"x0.093" ANGLE 2g 2"x3"x0.125" ANGLE 3g 2X7 ANGLE SCAL6'HALF SIZE 4 SCALE,HALF SIZE SCALE:HALF SiZE 11 ' SCALE,HALF SIZE - rt•.=7J] ANY ANCHOR PER ANCHOR EDGE SCHEDULE @ IB"O.C. - EXISTING DIST. �, ,•�Y �Y . GLAZING OW/ Y SEE END STRIP - A .ANGLE SCHEDULE FORM I CCCSSS 4� LEG D RECITON EMBED p SPAN WHEN USI EMBED. 17 a~ (INTERIOR) II II F uuu9{{{ 20,403,40b OR c, �I 1R=; 1/4" OR 6.B STARTER " 17 MAX. WITH 21 OR 25. � a; TA ��'^,,�� N �p MIN.0.062"THICK 6063-T6 ALUM. 1 30' ANGLE 1"x 1"MIN.TO 2"x 5"MAX. 21 25 EDGJ 1 DIST. (ANGLE LEG MAY BC-REVERSED) 6 \, FASTEN ANGLE TO TRACK W/ B NY ANCHOR PER ANCHOR"� Lx9 u1 A (2)#10x1"SCREWS AT rn > W a SCHEDULE @ 18 O'C';_�! CORNER,TOP&BOTTOM;AND l.J Q C7 13 13 13 F':_- --` ATTACH TO 6.B STARTER W/ u FD q 30 13 1212 z 1/2"GALVANIZED OR 5.5.SMS, #12 x 1/2"GALVANIZED OR Z ww N OS W L 6.80"(TYP.) 3/16"0 ALUM.POP RIVET,OR 1/4-20 S.S.SMS,3/16"0 ALUM.POP ..I J 3 RIVET OR 1/4-20 MACHINE W 1 USE(1)BRASS PUSH LOCK OR(1) MACHINE Bolr&Nur @ Is"D.C. ALTERNATE END STRIP DETAIL DOLT NUT @ 18"D.C. 3 w (EXTERIOR) 5/16-18 UMB SCREW INTO THREADED WITH 6.8 STARTER AND ANGLE m� 3 y INSERT 37 AT 1/3 SPAN TO 2/3 SPAN SCALE.3"=V-0" ANY TRACK W/ o w FROM BOTTOM OF SHUTTER.RECEIVING END STRLP SCHEDULE SCREW BOSSES, ,moo LU� TYPICAL PLAN VIEW HOLE SHALL BE 3/8"MAX WIDTH,UP TO SCALE.3"2 1'-0": 1".HEIGHT.' PSF SPAN a 1'DIO(2.7'7 62 108' 72 X00, N USE�1)BRASS PUSH LOCK - ® 12 a0" OR 1 )BRA 8 THUMB p. 76•• SCREW 1 0 THREADED - LOCKING DETAILS FOR 2"BID(3 7'7 62 —95" SEE END STRIP INSERT(p3�7 AT 1/3 SPAN CENTER MATES TO 2/3 SPAN FROM 72 8B' SCHEDULE FOR MAX. BOTTOM OF SHUTTER. `` SHOWN ON RANDOM 2 3' w d RECEIVING HOLE SHALL BE 30 OWDETAILSNO 3"BIO 4.7'7 62 66" SPAN WHEN USING — .3/8"MAX WIDTH,UP TO 13 _ ( 7S 79' vvv7{{{ 20,40a,40b OR 40c, �$ o ' 1"HEIGHT. 30 ® 9 74" r 1/4" OR 6.8 STARTER a + A ALT.1"Oro j2 0 € _ MAX. WITH 21 DR 25. �v a p I•mT (2.7'7 8 — 95" O;,--q m 11 8 11 6T" \ 40 40 USE APPROPRIATE c W 32 .n 1 1.5"x3" 455 93" ` STARTER STRIP TO a _ 40 ZOE " 13 x0.093" 87"83' FOR MDE CLOSURE ? w 3 60 81" BUILDING CONDITIONS. 7 ( 71 64 FASTEN STARTER STRIP o g (INSIDE). O 71)_ TO TRACIC,W/(2)N10x1" y g SCREWS AT CORNER,TOP m 2"x3" 45 3s" ALTERNATE END STRIP DETAIL X0.125" 52 129 &BOTTOM. �7 23' 13 F 60 0" SCALE.3"=1'-0" ANY TS. W/SCREW ry � I as 6 16" BOSSES. F- I 70 11' ¢ 73 109" r` O SILL � g - FOR GREATER SPANS,OR LOADS THAN SHOWN IN END STRIP SCHEDULE,END K F^ STRIPS REQUIRE A 1'x1".090'CLIP ANGLE �l�a�V 7 V) MID SPAM USING ANYANCHORONIHE EXISTING GLASS Z 13 ANCHOR SCHEDULE d 014x]/A•TEK . SCREW OR 1/4-20 DOLT TO END STRIP. y ( USE(11 BRASS P(1SH LOCK 30 d F OR(i)BRAS PUSH LOCK (INSIDE) OR 1 5/16-18 THUMB 5Ill pg$ H .SCREW I O THREADED 30 13 d INSERT 1370AT1113 SPAN SILL INSERT 7 AT 1/3 SPAN TO 2/3 AN FROM d -TO 2/3 5 NF ROM S G, BOTTOM OF SHUTTER ,6 'BOTTOM OF SHUTTER. (OUTSIDE) 'RECEIVING HOLE SHALL BE 3/B"MAX WIDTH,UP T N, s k . 1"HEIGHT, 3 o c1 s CCt O TYPICAL OUTSIDE CORNER CLOSURE DETAILS WO/CORNER POST ———NU—— NTS X 199 \13 13 - 30 COPI7UGHI FRNC(I.BEMUADOPF, `SILL 31 275 13 23 (ouT510E) 15-2339 USE(1)BOX LOCK AT 1/3 SCAM SPAN TO 2/3 SPAN FROM ➢AOEDESORIP710NI PI BOTTOM OF SHUTTER TYPICAL INSIDE CORNER CLOSURE FH of CC2 DETAILS WO/CORNER POST 4� MULTIPLE SHUTTER ASSEMBLY NTS EFn� SCALE.3"=V-0" EC REFECl RENCE ANCHOR EXISTING HOST -ON TYPE \ SCHEDULE FOR MAX. STRUCTURE 4, ' .. SPACING `T ••�L�j I 1/i7�, S . Cl CONNECTIIT - 1/4-20 MACHINE BOLT = ,1 \ REFERENCE 1/2" W/NUT Ca 12"O.C.OR = S /. \ SCHEDULE F ®2, #14 SMS(°l 6"O.C. * , SPACING /. - (TYP.TOP&BOTTOM) ,Q; TA ,�� _ 2 FASTENERS ALUM TUBE ` i90� I�1 lV -8063 T6 ALLOY i EACH ANGLE �SEE TABI E=`AA FOR SIZE. v R 60R! z J 4i� / ��31'x 2"x 1/8 ALTERNATE THRU BOLT _ L�f F� cti�m OR 2 z 2'.'x 1/8 I C1 CONNECTION TYPE w Z� >UALUM.ANGL41L r REFERENCE AN( OR MR GLASS = Qffg1f ¢¢ L9_ SCHEbULE FOR AX.. SEPARATION 13 ut,;1d THREE 3/16 013I ISPACINGPER TABLE2 F Q E0, W W N o,g 3 POP RIVETS OR - - GLASS: = Q m 11W' uq� THREE#12 SMS - I I A OR DOOR—� h m Q r - /16 ce'ALUM.POP C � Xw ~ N dRI 16".0X #12SM5. II I / ,� EFw Io LU n TABLE A(cc1) @ 18'D.C.(TYP.) ���_ A��R�q�\ z F °o�€ \,i' / _ PRESSURE VS ALLOWABLE LENGTH \ J/ w P\ \(]0 6 OR w a MAY USE MALE OR U3 2'x xl//8 3x3"xl//8" U'n \ PSF No B(0. No Wb FEMALE LOCK-SLAT o 130 198" 13 ALTERNATE THRU BOLT . " I - 1/4'•MAX.FROM PIN g C5 CONNECTION TYPE . 72 124" 179 O TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR R CONNECTION TYPE " GUIDE R BUSHING CC3 REFERENCE ANCHOR f—�-1 WASHER(TYP.) v Z 82 .119" lit" NTS. SCHEDULE FOR MAX. SCHEDULE FOR MAX. Nd d 92 114" .165" SPACING II I 102 ., L_>vJ I� 1N x3/T"TLS @)9" C. - • 110' 160', -- -120 14T., - I CONNECTION A GLE 0 B m�'�Q m 131• :TABLE B'(cc4) - EXISTING HOST' EMBED. 6053�T6 ALUM.TUBE ©° - .200 .88". '114". PRESSURE VS ALLOWABLE LENGTH -- - STRUCTURE Z S1° 5 CONNECTION TYPE - 2"x2"x1/8' 3'x3"a1l8' EDGE DISTANCE REFERENCE.ANCHOR PSF WITH f!/0 WITH 9J0 SCHEDULE FOR MAX. E, gg SPACING (\/. o 6 62 . 3 72. lor; 157, FASTENER tot le"0. Air c. Cb ALTERNATE BUILD OUT MOUNT SECTION g (USE ANY.ANCHOR SHOWN Q F - 82 _ .10L" 147, IN ANCHOR SCHEDULEI. SCALE•3"=T-0" -t<i 92 95' 139' O 120 . 83' 132" 83' :122" ]FA�LL 150 74",. 109" F200 .64'.. 94" W-° - 3/16 RIVET OR#12 SMS 6063-T6 13 N wz1B"O.0 OR 1/4-2 -1T ALUM.-TUBE TYP. j pR TAHLE m o J c ap NUT&BOLT(TYP 1 3/16"0 ALUM.POPL 2 B ALUM. TUBE RIVET.OR#12 SMS ~ OR DOOR X Z a GLASS 6063-T6.ALLOY (n1 18"O.C.(TYP.)- rffi E o a e8 E SEE TABLE.B FOR SIZE. - - 2".x 5"x 1/B" g g 2FASTENERS - i- xCONTINUOUS. ;1 EACH ANGLELE Id T'x 2 x.093 6063-T6 _ - OPT O)NAL ANt3LE- INSIDE 16 j@@€ a stUY' ALUM.ANGLE,TYP: THREE 3/6'0 ALUM. _ yyy 3 _ .. .. ° THP EI#12 .OR TY 6 8 _ 17 ORIENTATIONP. 17 0 1T. MS,TYP 1 E1 g4 d11 w gg �d S 13 Oq 2"x 2'x 1/8" - - E U REFERENE ETION HOR A gg8 ALUM.ANGLE - - FOR MAX. e 8� � QR C ANC USE MALE OR FEMALE SPACING SCHEDULE R M X-. a a , - LOCK-SLAT. '" WPYRMFRFRNOlLBB71VN0 P.E EXISTING CONCRETE, �Jr-2339 13 BLOCK OR WOOD FRAMING 13 SCALE, - (OUTSIDE) EE INSIDE SILL MOUNT SECTION PAGE DESCRIPTION1 1i 12 x 1/2"GALVANIZED O SCALE,3"=1'=0" _ OR S.S.SMS,3/16"0 ALUM. CC4 TYPICAL CORNER.CLOSURE DETAILS poP Rlver,oR v4=zo SIDE CLOSURE OPTIONS NTS .. " MACHINE BOLT&NUT SCALE.3"=V-0" E°1 18"O.C. �. I C5 CONNECTION TYPE EXISTING `l9�rrrr4 REFERENCE ANCHOR w - SCHEDULE FOR MAX, STRUCTURE o SPACING S"MAX. 0 �• •' 00 1J4-20 MACHINE BOLT GLASS Iz�w" GLASS w Cl CONNECTION TYPE fi�p//NUT 12"O.L.oR OR DOOp w$u OR DOOR �w -� REFERENCE ANCHOR 19 /Ii @ ' }-u m T - r w>D SCHEDULE FOR MAX. H14 SMS @ 6"Q.C. rn a Z r MR I-v1 n w w SPACING �1/2•' (TYP.TOP&BOTTOMI kwavl Q X:MR, t3 w w GLASS =r z u m J/2" ¢ . �..� 1/4"-20 THOU BOLT W/ 'RAS a N a J 014 x 1/2"SMS P 12"O.C. EPARARTIUV X w,❑-,Z t- r el[j' �e LOCK NUT @ 12"D.C.OR EPartATl L r w r OR 3t16"0 ALUM.PDP TABLE 2 a J o a ❑ m 5 R b OR j f�// w 12 x 1/2"SMS 12"O.C.E;S. PER u r E w ❑ (5)OR 6 J r}�j t.$ OR 3175"�ALUM.POP ,TABLE 2" z� RIVETS(al 6",O.C. OR 1/4"0 w 4i i H w ALUM.POP RIVETS @ 12"O.C, a w RIVETS @ 6"O,C: E.S. - \' -�x r w R 1/4"0 ALUM.POP RIVETS / 11 AND 3O MN.GLASS w r..I UI 6 (9 @ 12"O.C.E.S. ASSEMBLY V4"MAX.FROM PIN SEPARATION 13 r =o a�m w° 114"MAX.FROM PIN GUIDE TO ITSf I G r 1/2"TYP. PER 7ABLE2 ,nww � ® ANDQO GUISE R BUSHING WASHER ITYP.) ❑x S-' ILI w m ASSEMBLY ' WASHER(TYP.) m GLASS m o th a 3 - / 1t2" 1/2"TYP. EXISTING CONCRETE, & 3 CONNECTION TYPE OR DOOR— X z❑z r. 3 Y C1 BLOCK OR WOOD FRAMING °i'' REFERENCE ANCHOR <.a, p w a - m EDGE SCHEDULE FOR MAX. - o to p w / 4 CONNECTION TYPE DIST. SPACING `� a EDGE - REFERENCE ANCHOR a SCHEDULE FOR MAX. / ,DIS SPACING AS SHOWN V t- 3 CONNECTION TYPE IN DIAGRAM ON PG.9 w o3 0 6R rrrvcJJ REFERENCE ANCHOR EXISTING.CONCRETE, 114"MAX.FROM PIN SCHEDULE FOR MAX. pLOCK OR WOOD FRAMING / •_ SPACING.ALT.FASTENER Cl CONNECTION TYPE GUIDE 70 pus ING� g _ LOCATION.FRONT AND. REFERENCE ANCHOR 1/ WASHER iTYP.} k g t vq'`MAX.FROM BACK ANCHORS NOT REO'D INSIDE MOUNT SECTION w D .WITH THIS LOCATION �✓ SCHEDULE FOR MAX. 19 r PIN GUIQE TO SCALE,3"-1'-0" SPACING �� w 5 CONNECTION TYPE =t. o BUSHING WASHER- A INSIDE MOUNT SECTION REFERENCE ANCHOR m��❑a m ITYP I SCHEDULE FOR MAX. c e r 1 .SCALE z 3"-1'=0"' EXISTING CONCRETE, SPACING a' BLOCK OR WOOD FRAMI EMBED. z0' t CD BUILD OUT MOUNT SECTION { J1 u a TYP.BOTTOM - EXISTING CONCRETE, SCALE 3"=1'-0" BLOCK OR WOOD FRAMING � o Q $ EDGE IS STRUCTURE NOTE,FOR DETAILS A,B.D.AND E ON THIS SHEET, 4 REFERENCE ATYPE EMBED. THE BASE.TRACK MAY BE INSTALLED IN SECTIONS REFERENCE ANCHOR 5.CONNEC ON'TYPE WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS w 0 SCHEDULE FOR MAX. REFERENCANCHOR o 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 B 16 OVER THE GAPS BETWEEN SECTIONS. 1/2"Ln w w p rJ w ❑ g GLASS wu r❑ Ix _ x E OR DOOR GLASS 13 r vNww It1112 x,1/2"SMS @ 12" EPARATI ❑ x J O.C.OR 3/16"0 ALUM. PER vxi q N m 13 w. �e� r w T. ry ¢q9 POP RIVETS @6"OX. TABLE2 X ozia' GLASS OR UMN.GLA ixzu"i 1- x❑ OR 1/4"0 ALUM.PDP a m a DOOR—^ m�O w a 73 ❑x Lqw 'RIVETS @12"OX. $ tO.,N PER TABLE Xz❑Zr FIR GLASS xrZum u aJoiL a SEPARATION .N❑o a u e PER.TABtE 2 X w z r 7 AND 8 114-20 S.S.MACHINE a a O O 1/4"MAX.FROM PIN a 0�5@ SCREW b NUT E J u y' ASSEMBLY tf2'• 1/2" GUIDE TO BUSHING w a 5 @ u TYP. WASHER(TYP.) F 12"O.C. - ' i q � 1/4"MAX.FROM PIN GLASSOR DOOR 1/4"MAX.FROM PIN E 4 CONNECTION TYPE w ❑ 1I2"` GUIDE TO BUSHING @ X GUIDE TD BUSHING w WASHER(TYP.) d F`3 ZdP. r E WASHER(TYP,1 EDGE REFERENCE ANCHOR © pt1Up{rpgUplLgENtiyfDgpE SCHEDULE FOR MAX. ],5-2539 .�-¢ 5 5 EXISTING CONCRETE, DIS s., -.1-_AS SHOWN "ti1'CONNLCIIDN'TYPE N= m BLOCK OR WOOD EXISTING CONCRETE, REFERENCE ANCHOR 4 CONNECTION TYPE IN DIAGRAM ON PG.9 FRAMING BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX. scAtei OR SCHEDULE FOR MAX. SPACING pg0e�,g,SCRIPTIONI " x31' 3"x 1/4"CONT, 3 CONNECTION TYPE #12 x 1/2"SMS @ 12" SPACING.ALT.FASTENER EXISTING CONCRETE, 063-T6 ALUM.ANGLE REFERENCE ANCHOR D.C,OR 3/16"0 ALUM. LOCATION.FRONT AND BLOCK OR WOOD FRAMING AY BE REVERSED SCHEDULE FOR MAX. POP RIVETS @ 6"OX. BACK ANCHORS NOT REO'D 5 SHOWN DASHED) SPACING OR 1t4"$ALUM.POP WITH THIS LOCATION RIVETS 12"OX. � WALL MOUNT SECTION @ \ /CEILING / INSIDE MOUNT SECTION {F�IWALLjBUILD OUT D SCALE i 3"a t'-0" .. SCALE,3"=1'-o" SECTIO S SCALE:3"=7'-0" 0 GLASS MN RATIO 0 .. .1H GLASS SEPAAATIOfJ Z J OR DOOR PER TABLE 2. ¢O Q \ :.1:.•:-..I Iw-t�i vwi GLASS ORS Q Z - DOOR , . GLASS OR 0, :I h w CL DOOR MN.GLASS X SEPARATION. *.• z ,EFW rl-"ER GLASSw JPER TABLE 2 '%EARATIOIJ F- w TABLE 2. W 7¢ ~J ;O•• ON 7 C, 111' a,1, d 3 m 13 zoo v=i IT-ow �a -� - /2" 1 a Joa 13 20� _ 3 Z ClCONNECTION TYPE w¢�A O t m W -n - r_.l, AX.FROM PIN GUIDE. a a a W .:9 HING,WASHER ITYP) Q SCHEDULE ANCHOR o Z ry 2B REFERENCE FA 'a TWO 1/.4"0 1'JOOD 250" SPACIN QN m OR F J LAG SCREWS�u 24" G N r 3 O.C.MAX.WIT.Fl 2'.'.. =C4-CONNECTION`-TYPE• �1 S ,250•' o W'= - THRE ADEO PENETRATION REFERENCE ANCHOR .1 O .5° T"INTO CENTER OF 2X STUDS SCHEDULE FOR MAX. SPACING - w F I B a EMB."T' 14 SMS MIDSPAN BETWEEN /F GE /O STUDS FOR TRACK'TO 1"x 4" id PLYWOOD& TUBE CONNECTION o / EXISTING HOST STRUCTURE - n STUCCO FINIS 60634 T6 ALUM TUBE THIS DETAIL TO BE USED WHEN STUD SPACING O DECORATIVE FLOOR 7RACI< D'E-TAIL O WALL MOUNT SILL DETAIL U.d EXCEEDS THE MAX.ALLOWABLE ANCHOR SPACING. SCALE 3 =1'=0• _ ---s SCALE,3"=1'_0" - OWALL MOUNT SECTION TH)s DETAIL MAY SCALE:3"=1'-0" ALSO BE USED _ ce O of AT TOP 0 CO— z Vim'<a f D ACCORDION SHUTTER SHUTTER (x g PER PRODUCT APPROVAL .w ' —GLASS 9 0 7 FHM GLASS OR DOOLrtm'4. o1 w Ii 'O S ARATION - of g PER TABLE 2 APPLICABLE ATTOP EXISTING W000 IG-0.421AND/OR BOTTOM. X Q. 245MAX.D.C.OR ER2"OR3 X m. - m EXISTING FINISH MATERIAL 1/2"MIN. 5 6 "MAX.FROM PIN GUIDE(� 2"x S"x 1/B"6063-T6g O USHING WASHER(TYP.) ALUM.ANGLE W/THREE 2".x 3"x2"k CONTINUOUS US 2,175" (6 1/4"TILE ITYP.). 1/4"0 WOOD LAG .-. 2°z 2"z yg"x CONTINUOUS �. - 1" 6061•T6 ALUMINUM ANGLE FINISH MATERIAL SCREWS WITH 2-3/4" 662 - 3/4"PLYWOOD MINIMUM THREADED hall 5 - 0.9°MIN THICK 6061-T6 ALUM TRACK X PENETR.•'T•'IN WOOD @ 5 6 z �� —'1/4"0 A32S GRADE THRU BOLT(TIT 7"O-C. - EACH RAFTER OF TRUSS, ANGLE FASTENED TO FASTENED 70 ANGLE WITH 1/4-2D '� @ 24"O.C.MAX.WHERE 'J g OR 5/76"0 A32S GRADE THRU BOLT 12"O.C. EXISTING 3 KSI CONCRETE 'MACHINE SCREWS AT 3'FROM ENDS GALV.OR S.S. 'ANGLE EXTENDS BEYOND HOSTSTRUCFURE WITH .AND 9 O C FORTHE BALANCE, LAST TRUSS MORE.THAN '6 y"O ELCO ULTRACONS AT - 3 �— 1/4"0 ELCO ULTRACON TO CONCRETE/CMU 3"FROM ENDS AND 4°O.C. - EXISTING CONCRETE HOST 6", EXTEND ANGLE TO 2-1/2",MIN, STRUCTURE 3000 PSI MIN T' S"O.C.W/1-1/4"MIN.EMB. NEXT TRUSS. Ix r-w I OR 1/4"0 LAG SCREW 9"O.C.W/1-7/8" .. FOR BALANCE WITH 1$i" '� MIN.EMB: IN WOOD SG 0.42.TO 0.55. F-w i o•- `� �� gg f41N EMBEDMENT ANO 2ys" MAX..DESIGN LOAD AT 5'-0"MAX SPAN: ` I- S EXISTING CONCRETE, } 13 ==Z v J � R MIN EDGE DISTANCE, t 62 P.S.F: HOLLOW BLOCK OR 8 STAGGERED WITN 3"MIN. MAX,DESIGN LOAD AT.6'-0"MAX SPAN: WOOD FRAMING.SEE In ID g M Q COP1PKi0mWLSEIRMOPP. k 52 P.S.F. ANCHOR SCHED '. O BUILDOUT. MOUNT r z x s x vB'CONT. X Z o Z H PACING,TYP: ALUM.ANGLE(6063-T6) a a 15-2339 BASED ON TYPE OF g J o a s HO -STRUCTURE . . - I:n Scnls: - SCALE:NTS (MAX.DESIGN LOAD:12 P.S.F.) a PAGE DESCRIPTION: Hb PASS THRU DETAIL SCALE:3"-1'-o•• O TRUSS MOUNT SECTION 99 c - SCALE:3"-1'-0" . EXISTING HOSTALT.LEG DIRECTION "Nit ltp,13,P.E. STRUCTURE 1/4"ALL POINTS SOLID SET ANCHORS WITH 7/8"MIN 12'MIP!FROM EDGE OF ACCORDION EMBED IN CONCRETE OR HOLLOW BLOCK,3"MINIMUM EDGE OF SHUTTER, SHUTTER BLADES ROUND WINDOW TOP OR BOTTOM ASSEMBLY 1/2" SPACING,AND 3"ALUMINUM M EDGE DISTANCE `S I (7.)6063-T6 ALU1•fINU1.1 wTl p. 'y ��' ' --- Y ANGLES PER BEAM END,SIZE , 1 1/2" / PER SPAN TUBE SCHEDULE Na' EMBED. _ SPAN TUBE PER *L DESIGN SCHEDULE '''O', �`� ACCESS HOLE - :I, � - A �kv EDGE OF ACCORDION 114-20 MACHINE BOLT W/NUT @ SHUTTER BLADES E U 12"O.0 OR#14 x 3/4"SMS 6"O. 3,5"MIN C. TYPICAL --' 1/2"MAX. 7i/ L�g��y� \"""x"��� 3"MIN 3 16 m �p Ij=1 LLL,' W g d 2,875"0 HOLE(TO RECEIVE - EDGE z ROUND WINDOW ASSEMBLY) - MIN.GLASS w DISTANCE vt~ t m Z MAXIMUM OF 3 WINDOWS EXISTING O> W "^I,1 9 ?� z A SEPARATION 13 w Z� Z N o .PER EVERY OTHER BLADE, GLASS OR p w m 3 DOOR m �°V LIGHT-N-VIEW WINDOW 3"MIN UN pw° W o EDGE 1/2"MAX w¢ .Oi D a N.T.S. EXTERIOR ELEV ¢ • �.=p DISTANCE ' 3 M w a .0 3 16NLL 1/4"MAX.FROM PIN GUIDE ♦S� p0 p G TO BUSHING WASHtR 11 YP. w aACCESS 2.875"0 HOLE TO1/4-20 MACHINE BOLT W/NUT @ 112" HOLE 12"O.0 OR#14 x 3/4"SMS 6"O.C. RECEIVE ROUND P N I- - SPAN TUBE PER w 3 d WINDOW ASSEMBLY EMBED. �, DESIGN SCHEDULE - iPp 1/2" (2)6063-T6 ALUMINUM 1-ae 7 �TIAX. ANGLES PER BEAM END,SIZE ►d N m ¢m d EXISTING ..1.. PER SPAN TUBE SCHEDULE 1�l �a Oa,m 6 STRUCTURE SCHEDULE FOR REQUIRED NUMBERS 3ry HOST 1/4"0 THRU BOLTS SEE BEAM -m Z n114"ALL POINTS SOLID SET ANCHORS WITH 7/8"MIN m E & EMBED IN CONCRETE OR HOLLOW BLOCK 3"MINIMUM ----��T` E a 8 0.125" - 0 125" SPACING,AND 3"MINIMUM EDGE DISTAUd ( t. m0.032" 0.032"- { MAX.UESIGN LOAD=t 72 PSI zz o g 0.196" ��� �\ III I 3_ SPAN.TU.BE SECTION ,N.T.S. VERT SECTION o SPAN TUBE SCHEDULE ALLOWAOLETUBE NUMBER OF NN UC MINIMUM ANGLE ANCHORSPER m ITUBE SHUTTER SPAN THRU-BOLTS LENGTH + E S POUND TOP ___ _ _ANGLE WINDOW SIZE SPAN fn a ASSEMBLY BOTTOM TOP BOTTOM TOP BOTTOM TOP BOTTOM a a n / m TUBE TUBE TUBE TUBE TUBE TUBE TUBE TUBE o a AJpp 123.8' 135.2" 2 2 2 3 4"- .125"' 98" 1013" 100 9' 2 2 3 -- --- 0 --- 0.12 123' 09.9' 94.4" 2 2 3 - 3- 7' 7" \ / / 60" 129.1- 157.0'_ 2 7. 2 3 4' 7" ' 2"x6"z 96" 714.B" 124.1' 2 - --2 _-3 -3- 7' 7" yg 0.125' 123" 102 8' 109.6" 2 2 4 4 1 10" 10" b$ ' / \ _ 60" ,138_0' 190.0" 2 2 J 3 7" 7" @6 a 02.875" _ 03:250" I�0 S8" I oJ25' 96" -- 122.7- 155.7" 2. 2 3 q --�;f- - M I 123" 115.4' 137.6" 2 3 4 5 10" -13" d 2'r 10'x 60' 158.1- 240.0" 2 2 3 4 _ 7" 10" `� 0.1075' 96" 140.6' 229.9' 2 J 4 0 10' - 29 LIGHT VIEW WINDOW �i 12Y' 1722' 203.1" -3- d- 5 --7 13"" 19' 888 H5 H N.T.S. SABIC PLASTICS SLX 1431T-UL-94fiB ��_ i SPAN TUBE SCHEDULE NOTES: [0PINGBI I1W01L 89W=PE. S x3 xl 4 x x 4"ANGLES FOR 2"x5"&2"x6"BEAMS, 15-2339 2. USE 2"x5"xl/4"ANGLES FOR 2"x8"&2"x10"BEAMS. SCALet s - 3, USE BEAM SCHEDULE FOR DETAIL 3/8, 4. TOP 8,BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER paae oe6cRlpn214: CONNECTION DETAILS.WHERE USED TOGETHER,BEAM MUST BE LIMITED TO TOP BEAM SPANS. 2. .BLADE W� ROUND WINDOW 5. SPAN TUBES MAY.BE USED IN A MID-SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND F BELOW THE BEAM.MID-SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS, °�9 ANCHORS,ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS s 8 N.T.S. EXTERIOR ELEV ABOVE AND BELOW THE BEAM. C 6. LAP BEA14S ARE NOT ALLOWED. $ 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. ANCHOR SCHEDULE, CONCRETE ° °° 2.5"MIN.EDGE,DISTANCE ., Spans aU°To 6'-OC _ spans Up'Ta.$'-3` Span Up 7o 12'-0"- ,•� � /� J (2 j LOAD CONTI TYPE CONN TYPE- CONN TYPE S ANCHOR (?sD, Cb_ CZw C3 C4 `CS= C1. C2.� C3 E4] C53 Cl C2 C3 C4 C5 " x .. .�" 1/4 IT,W TAPCONOWtt. [166.0"26.0 15.0"16A"16;0"16.0"160 90 1310 160$16.0" 9.5" 5.5" 8.5" 14,5' z" ULTRAGOj4' VITH S1 3/4,x?.- 6.0"16.0"10.5 14,5'_16.p"160"12 0 7 0: 10.5 16 0"15.0" 7.5 A.5" 7.5" 10.5" £MB,fO(3192ps(fiiTN CONC) 6 00 i " 5 'i6 0 i6 0 9 S-. S 5 $.S 15.0"15.0" 7.5' 4.5" 7.5" 10.5" A �FN M"1 7 / 8 COMBINATION �� �� A ��6 0 13.0" 7 0 li 0"16 0 15 5 8.0" 5.0" 7.S" 11,5'15.0 7.5" 4.5' 7.5" LOIS" 2 x 5(T P. 9 1 TO COMBINATION , , �SA" 7iS.O" 7.5" 4.5 " 10.5"15.0" 7.5" 4.5` 7.5"1/4"MILLENIUM MILLFAST 16.0"16.0"15.0"16.0':16.0"16.0"16095"16.0"16.0" 8.5" S.5" 9.0" 13.5" I�l'��,", „1 H WITH 1-3/4"EMBED(3275psi16.0"L6.0"12.0"15.0"16.0"16.0"110" 70" 10.5"16.0"53.5' 7.0" 4.5" 7.5_' 95" - 0.MIN CONCRETE) 36.0"15,0" B.5" 13,0"I6.0"16.0" 8.S". S.S" 9.0" 13,5"13.5" 7.0" 4.5" 7.5" 9^5" >i6A",12.0" Z0" 11.0"16.0"14.0" Z0, 4.5 8.0" 10.5"13.S' 7.0" A5' 7S" 4.5" W13.5" LO"..45" 7,5',' 9.5" 13.5" 7.0" 4.5" 7.5" 9.5" 13_5" 7.0" 4.S' 7.5" 9.5Wlj4"£LCO CRETEFLEXSS'4 16.41,16.U"16.0"16.0"16,0"26,0"26.0"23.5'F6.o"15.0"16.0"12.5" 8.0" 13.0"16.0' i x S{TYP.1 2 x S[TYP. W .+W/2'EMBED(3350ps1 Id1N 16.0'16.0"16.0"16.0"16A"16:0"16.0" 16,01 .0 U.5" 11.0"14.0"CONC) 16.0"16.0"12-5"16.0"16,0"16.0"12.5" 8.0" 13.0"16.0"56.0" 10.0" 6_5" 13.0" 14.0" N16.0"16.0"10.5"16,0'16.0"16.0"10.5" 7.0".31.5"15,0"16.0"10.0" 6.5" 11.0"14.0" W 16.0'10.0" 6.5" ISA"14.-1-0"10.0" 6.5" 11.0'14.0"116 10.0 6.5" 11.0"14.0" 0 Cl. .C2.-"C3 C4• C5 �CI3"1 CZ EI C3 IC44NI C5 CI C2 C3 C4 G5 N SCHEDULE PACING DIAGRAM FOR C2 & C4CONNECTION TYPE: i a S L+ Ij4"ITW TAPCON OR ELCO d3 26- 16,0' 7.5" 8.0" 16,0"16.0"ib.0" 5.0" 5.5" 16.0"16.0" 4.0" 3.0" 4.0" 14.0" - C2 CONNECTION TYPE USING PIECE I WITH OUTSIDE #+ ULTRACON WITH 1-3/4° 53 16A"16.0" 5.5" 6.5" 16.0"16.0"32.0" 4.5" 16.0"14.5"MV9,10.0" ANCHORS ONLY m EMBED(3142pst MIN CONC) 62 16_0"I5.0" 4_59 5.5" 16.0", 16:0" 9.0" 4.0" 14.5"14.5" - A C ORSOION-7YPE USING PIECE Q 411TH .70 16.0 125" 4.0" 5.0" 16.0"15A" 7.S" 11.0"14.5" OUTSIDE ANCHORS ONLY 10014.57S /fff//10.014.5" 7W](4"MILLENIUM FIILLFAST _16.0"16A"11.013.5"16.0"16.0"]3A" 6.5" 9�5" 16,0"13.0" 10.5" o WITH i-3J4"EMBED(3175Psi .53. 16.0"16.0" 8.0" Si_0"56.0"56.0"'5.- S.0" 7.5" 16.0"30.5" 5.5" 5.5" 7.5" ANCHOR NOTES: 4'�'�'�R'� m a MIN'CONCREfE) 62 161 IIS' 6A" 9,0't 161"13.5" 7.0" 4.0" 6.5' ILO! 10.5" S,5" .5.5" 7.5" 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING 4 m - ' 70 56.0" 16.9 5.5" B,5" 10.5" S.5" b.5" 7.5" ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE yp 100 TOES-- S.S' S.5" 7.5" 10.5" 5.5". S.S' 7.5" 10.5" 5.5" 5.5" 7.5" LIMITED TO THOSE SHOWN IN TABLE 1(Pq 1). 0; C "7 .1.1/4' MEN EDGE DISTANCE. Z - {� POINTS SOLID-SET - . , ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, 8m ¢w - s ANCHOR W/718"EMBED&. Cl, C2 C3 C4 CS _C1 C2 q. C4 CS CF C2 q C4 CS - ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR 1(4-20 55 MACHINE SCREN 43 16.0"16.0" B:5" 10.5"16.0"I6.q" 12.0" 5.5 7.5" 16.0"12.5" 6.5" 3.0" 5.0" 10.0«' - EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER m E .(3000psi MIN CONC) 16.0 15.0 6.5" 8.0' 16,0'36A" 8.5" iS.S"10.0" S.0" 4.0". 7.0" THAN 4R EQUAL TO SHUTTER SPAN. E_ a 62 16.0"1 0" 5.0" 7 0".16.0"12S" 6.5" �.5" 5.0" Sq.O"10.0" 5.0" 4.0" 7.0" (7 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECT[ON TYPE. _ g •� 70. 16.0" 9.0" 4.5" 6:0" 16.01,10.5" B.0" 10.0" 5.0" 4.9" 7.0" 4, EXISTING STRUCTURE MAY BE CONCRETE,ASTM C•90 HOLLOW CONCRETE v .. 100.10.0" 5.0" 4:0" 7.tl" 20.0" 5.0" 4.0" 7.0" 10.0" 5.0" 4.0" 7.0" _ O S BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER 1/a"ALL-POINTS SOUD•SE7 3"PVN EDGE DISTANCE. ____,_ ANCHOR TYPEE,BASED OPI TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION, PE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF ` . ANCHOR W%7/e"EMBED& Cl C2 C3 U C5 Cl C2 G3 C4 CS Cl C2 C3 C4 CS CONNECTION TYPE. o i/4-20 SS MACHINE SCREW" ,43 16.41,16.0"16.0 16.0'.'16.0 16.0"16.0"15.5"16,4"S6T0"26.0"11.8" 7.0" 21.6"16.0" t b (3000ps1 MEN CONC) 53 16.0"16.0"13,5"16.0"16.0"16,0"14.tl" B.5" 13.5"16.0':16.0" 8.5" 5.5" 9.5" 12.0" S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE 62. 16A"16.4"FOS"16,01,16.011116.0"11.0" 7.0" 31.0'16.0"16.4" BS" 5.5" 9.5" 12.0" ONLY. 16.0"16.0" 6.0" 1D.0"13.0"L6.0" 0.5" 5.5" 9.5" 12.0" 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED 100 S6.a' 85" 5.5" 4S" 32.0"16.0" 8.5" 5.5" 9.5" 12.a"16.0" 6.S" S-5•' 9.5" 12.0" IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT M LENGTHS N GHES SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER 1/4"POWERS SS PROP-IN 2.5/8"MIN EDGE DISTANCE _ Wj 1/4-20 SS COLT AND Cl CZ C3 C4 CS Cl C2 C3 C4 CS CI C2 C3 Cd CS 7, WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS c y' 1"EMBED(3DOOpsl MIN 43 16.0"16.0"14.0"16.0"16.0"16.0�kj.r 8�0" 12,5"16.0"14.0" 7.5" 5.0" 8.0" A1.5"CONG 53' 16.0''16.0" 4S" 14.0"16_0"16.09.5" 6.0" FO.D"16.0"12-5" 6.0" 4.0' 7.O" 8.0" VARY.FIELD VERIFY THAT FASTENERS ARE INTO AUEpUA7E WODU FRAMINGMEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR101x"0 62 I6.W 12.5:' 7.5" 12.0"16.0"14.57,5". 5,0" &5" 11-5"11.5" G.0A.0" 7.0" 8.0" SIDE CLOSURE P[ECES.70 16.0"10.0" 6.5'' 10.5"15.0"12.06.0" 4.0' 7.5 9.0 12.5" 6.0 4.0" 7.0" 8. WHERE LAGSCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER100 11.5" 6.0" 4.0" 7.0" 8.tl" 11.56,0" 4.0" 7.0 B.0" 13.5 6.0 4.0 7.0" 8.0" SHALL BE LOCATED IN CENTER OF NOMINAL 2"x 4"((PVN.))WOOD STUD.3/4" �' I 31(21,MIB EDGE D15TMiCE HAVE DISTANCE PASA EAI)TA LEX OR WOOD FRAMINI"i. lAG SCREWS SHALL 3/4'POWERS 55 DROP-IN - - gg@ Wj 1/4.20 S5 e0L7 ANb Cl. C2. C3 C4 CS Ci C2 C3 C4 GS Cl CZ C3 C4 C5 HEAD. b$ 9 1'EMBED(3000ps1 MIN 43 16.0"16-0"15.0"16.0 16.0 16.0"14:5" 9.q" 13.5"16.0"15.0" 7.5" 5.0" 9.0" 12.0" 9- MACHINE SCREWS SHALL HAVE MIMMUM OF i!?."ENGAGEMENT OF THREADS IN a kS R5 CONC) 53 16.0"16.01,10.5"15.01,16.0"16.0"10.0" 6.5" 10.5"16 0"12.0" 6.0" d.0" 75" Bft.5B".r 5" BASE ANCHOR AND MAY HAVE EITHER A PAN 1%72b TRUSS HEAD,OR WAFER ZggG I 62 16.0" 12.0"12.0" 6.0" 4,0" I1EAD(SibEWALK BOLT),U.O.N. iR ,7056.0"SOS` 7A" 31.0"Sb.O22:5" 6.5" 4.5" 0.0" 9.5" 22.0" 6.0" 4.0" DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES.100 12,0" 6.0" 4.0" 7.5" 8.5" 12.0" 6.0" 4.0" 7.5" B.5" 12.0" 6.0" 4.0" R 3 DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, a� . fie• 2'MIN EDGE DISTANCE, NU'T OR WASHER WINGNUT, - CWMGOTFPAl4(L50°WWP.E #12 SMS W/2"EYEWALL CI .C2 C3 C4 C5 Cl C2 C3 .C4 C5 Cl C2 C3 C4 CS ARMOR INSERT W/Z"EMBED 43 160"i6.a'11,5"14.0"15.0"16.0-116.0" 7.5" 10.0"56.0"W.a' 9A 4_5" 6S" 13,5" il. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. 15-2339 (2000Psf MIN CONC) 53 16.0"16.0:' 8.5" 11.0"16.0"16.0"11.5" 55" 8.0" 16.0"14.0" 7.0" 3.5" 5.5 10_0" -. 62 16.0"FSA" 70" 9.51' 16.0"26.0" 9.0" 4.5" 6,5" 14.0"14A" 7.0" 3.5" 5.5' 10.4" 12. WHEN INTO ANCHORING TO HOLLOW BLOCK SDS DRILLS SHOULD NOT BE O IN TO scAlef s DRILL INTO HOLLOW BLOCK NOR SHD{ICO IMPACT DRILLS 8E USED TO INSTALL pp0q Oh5clupnoN• .70 16,0"12-0" 6.0" 8.0" 16.0"14.5" 7.5" 4.0" 6.0". 10.5"14.0" 7.0" 3.5" 5.5" 10x0' CONCRETE SCREWS TO HOLLOW BLOCK -F90 14.01, 7.0" 3.S" S-5" 22.0" 14.0" 7.0" 3.5" 5.5'• 10.0"14.0" 7.0" 3.5' S,5" 1D.0' #12 SMS W/2.75"EYEWALL 43 16.0':16.0'16.0"S6.D"16.01, 16.0"1G.0"10.0"14.0"iG.O"16.0"11.5" 6_0" 9.5" 16:0' "94 ARMOR INSERT W(2.5' 53 160"16-0"12.0"16.0"16.0"16.0"15.0" 7.5" 12.0"56.0"56.0' 4.0" 5.0" 9.0" 130" EMBED(2000pst MIN CONC j 62 16_0"16.0' 95'.' 13.5"16.0'16.0'_11.S" 6.5" 9.5 16.0 16.0" 9.0" 5.0" 8.0" 13.0' a �. 70. 1.6,0"26.0" 8.0" 11.5"16.0"14.01, 9.5" S.5" $.5" 14.0 36.0" 9.0" 5.0" B.0" 13.0" 100 16.0" 9.0" S.0" 8.0". 33,0" 6E 9.0" 5.O" 8.0" 53.0'.'i6.o" 9.O" 5.0" 8.0" 13.0" ANCHOR SCHEDULE; CONCRETE (CONT,) ( p4�tP .2-3(16"MIN EDGE DISTANCE 3.118"FIIN EDGE DISTANCE •V-T!, 1'? ' Spans Up To 6'-0" Spans Uv To$'-3" Spans Un To 12'•0" Spans Up TO G'-o" Spans Up T.e'•3"'- 5papa Uo To 12- LOAD CONN TYPE CONN TYPE - CONN TYPE CONN TYPE CONN TYPE CONN TYPE s ANCHOR (psn Cl C2 C3. C4 CS Cl C2 C3 C4 CS CS C2 C3 G4 CS CF C2 C7 C4 CS Ci 02 C3 C4 C5 Cl C2 C3 .C4 CS 5116"ITW TAPCON XL WITH 43 16,0"16.0"116.0116.0"116.0"16.0"16.0"12.0"105" 6.0"16.0"11.0" 7.0" 12.0"16.0"16.0"16.0"16.0"16.0"16,0"16:0 16.0 12_5 16.0"16.0"16 11,5" 7.5" 12.0" 16.0" •Q.•� T �M:!Q•�, 1+3j4°EMBED(2899psi MIN S3 16.0"16A"14.0"16.0"16.0"16.0"14.5" 99" 6,4"16,0" 9.0" 6.0" 10.4"12.5"16.0"2610"I4.5"16.0"i6.0"16.0"15.0" 9.0" f4,5"18.0"16.0" 9.5" 6.0" 10.5'L3,0" CONC) 62 16.0"16.0"LLS"16.0"16.0"16.0"11.5 7.S" 6.0"16.0" 9.b" 6.0" 10.0"12.5"16.0"i6.0"11.5"L6.0"16.0"16.0"11.5" 7.5" 12.0"16.0"16.0" 9.5" 6.0" L0.5"13.0" 70. 6.0" 3.5"56.0" 4.0" 5.0" 50.0"12.5"16.0"16.0"J0.0b.5" 50,5"Z4.0-'F6.0" 9.5" G.0" 10.5"13.4".._100 16.0" 9.0" 6.0" 10.0"12.5"16.0" 9.0" 6.0" 12.5"16.0" 9.q" 6,0" 10.0"12.5"16.0" 9.5" 6.0" 10_5"13.0"16.0" 9.5" 6.0" 10.5"13:0"16.0" 9_5_' 6.0" 10.5"13.0"5116"ELCO ULTRACON Wi7H 43 16.0"16.0"16.0"16.4'.'16.0"16.0"1&Q"13.5' 16.4"16.0"12.4" $.D13.5I6.016.0"MV 16.0"16.0"160LE 6.0^15.0'•16.0•'16.0'•16.0"13.4" 9.0 15.011 26.4" wx1.3/4'EMBED(3500psi M[l 53 16.0"16.0"16.0"16:0"16.0"16.0"15.5"10.0" 16.0"16.0" 9.5" 6.5" 14.5"13.5"16.0"16.0"16.0"16.0"16.0"16.0"16.0"11.0"16.0"16.0"16.0"1p.5"7.5" 12.5"15.0" WCONC) - 62 16.0"160"125"16.0"16.4"16.0"12.0" 8.0" 160'16.0" 9,5" 6.5" 11.5"13.5"16.V 16-0"14,0"16.0"16.0 £6.413-5i6A"10.5" 7S" 12.S" UI `L V' d Z 0"10 5" 7.5" I2.5"15.0" m�70 16.0"16.0"10.5"16.0"16.0"16.0"10.0" 7.0" 14.5"16.6" 9.S" 6.5" 11.5 135"16_0"16.0"11.5"16.0"16.D"16.0"11.0" 7.5" 17.q"1b.0"16. rW100 16.4" 9-5" 6.S' 11.5"13.5"16.0" 9.5" 6.S" 17.5"16.0" 9,5" 6.5" 11.5"13,5"16.0" 15.0"16.0"10.5'.' 7.5" 12.5"15.0"16.0"10,5" 7.5" 12.5"15.0" 1111' 0 3 1/4"304 SS POWERS TAPPER 1-1/2",MIN EDGE 015TANCE _ 3"MIN EDGE DISTANCE : W m 3 m N/1-314°EL (3000p51 .Cl C2 C3 C4 C5. Cl Cl C3 C4 C5 Cl C2 C3 C4 CS CS C2 C3 C4 CS CS Cl C3 G4 GS. Cl G2 C3 G4 CS OS a Y g MIN GONG} ` 43 169"24.5' 6,5" 8.5" I6.0"12.5" 7.0" 4.0" 6.0" 12.5" 7.0" wo pm 5" 16.0"16.0"13.5"16.0"16.0 16.0"F4 0ffio""' 12.0' k S3 14.0" $.5" 4.S' 6.5" 14,0" 9.0" 4.5" 3,0" 4.5" 9,0" 6,0' 0" 16.0"16.0' 9.5' 13.5"16`0"16.0' 9.5 9.5 16.0 12.0 6,0' 4.0' 6.5" 62 11.5" 6.5" 3.5" S.S" 12:0" 7.0" 3.5" 4.0" 5�0" b9" 0" 16.0"13.0" 7.5" f1�0"16.0"14.5" 73" 8.0" 12.011 I2.0"-6.0" 4.0" 6.5" 70. 9,5" 5.0" 3.0" 5.0" 10.0" fi:0" 3.0" 4.5" 6.0" 0" 16.0"10.5" 6.5" 10.0"16.0"12.5' 6.5" 7.0" 9.Q" 12.0" 6.0" 6.5" 8.5" F00- b9" 3.0^ 3.0" 4.4" 5.0" 3.0" 3.D" 4.0" 5.0" 4" !29" 6.0" 4_0" 6.5" &.5" 12_0" 6.0" 4.D" 6.S" 0.5_J29__ 6.0•' 4.0" 6.5" 8,5' , G ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK 1"MIN EDGE DISTANCE _ _ 21/2"MIN EDGE DISTANCE ' ' 2 - Spans Up To 8 - � K G LOAD '1 '•9" Spans Up To 12'-0" spans Up TO G'-0" Spans UD To B'-3" Spans Uv To 12'_0" Spans Up To 6-0 4 CONTI TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE *• c 3 ANCHOR _ (ps� CL .C2�NCl P C4 C5 CL C2 C3 C4 CS Cl C2 C3 C4 GS C1 Ci C3 C4 CS C1 C2 C3 C4 C5 CI I C2 C3 1 C4 CS M M 1(4"STW 7APCON WITN .43 8.5" 7.0" 3.5". 8.5" 6:0". .3,5" 6.0" 3.5 11.5"LQ.D" S.Ot' 6.5" 11.5" 8.5 4.5" 3.0" 4,5" 8.5" 4.5 o- C d 3-114"EMBED 57 7.0" 4.0" 7.0" -0.5" 4.5'• 9.5" 6". 3.5" 5.0" 9,5" 6.0" 3.0" 3.S" 6.q" 4.0" Z dddtl /r 6.0" 3 5" 4.0" 4.5" 8.9" � 70 4.5"j 5.0" 3.0" G.5" 3.5 3.5 6.5 4.0" 3.0" 4.0 1/4"ELCOLTRACON WITH 43 13.0" 13.0" 9.0" 4.0" 13.011 30.5 4!5" 6.0" 13.0" 9.0" 5.0" 39" 4.0" R 1=1/4"EN IUD 53. 10.5" 6.5" 10.5" 6.5" 6.5" i0_5- 6.5_ 3.5" 5.0" 10.5" 6.5 3.5" 3.5" 6.5" 4.0" 3.0" d I 628.5' 9.4" $.5" 4.5_ 4.01 9.0" 5.01i m 70 7.0"_ 7.5". 3.5" 7.5" 4.5"; 3.b" -4.0"- 3.0" _ )i- ' - 5 100 49 f 3A" .0"ll. 3.0" 4.0" 3.0" . OL/4"FIILLENIUM 111LLFASY 43 12.5"10.5" 4.0" 5,0" 12.5" 9:0" 5.0" 9.0 5.0 4.0 13.5 11.5 5.5" 7.5" 13,5"10.0'i 5.5j�/p S.S" 4.5" m ANCHOR W/1-1/4"EMBED 53 10.0" 6.D'• d.0" 10.0" 6.5" b.4" 4.0" 12.011 6.5" 4.0" 5.5" 11.0" 0"62 8.0" 8.5" 5.0". 4.0" 4:D" 9.0" 570 6.5" 7.0". 4,0" 4.0" 7.5" 4.0" 4,0" 8.0" 4.5 100 4,0" .4.0" 4.0'• " V - 1- 4-MIN LOGE DISTANCE 2"MIN EDGE DISTANCE - 3 1/4'ALL-POINTS SOLID-SET _.- _.._ -.-_. __. -_ _._- ANCHOR W/7/8"EMBEb 8 .CI C2 .C3 C4 CS Cl C2 C3 C4 J C5 Cl CZ C3 C4 CS 61 C2 C3 r C4 CS C1 C2 C3 C4 CS CA C2 C3 C4 CS _ is e Q � $ Q ANCHOR R W/7/8"EMBED& d3 15.0"13.0" SA" 6^0 15,0"11.011 C 0" 3.0" 4.0" li0' 6.0" 3.0" 5.0" 16,0"16,0" 8.5 F0.0"S6A"169"IO.S" 5.0" 7.0" 16.0"SL.P' S.5" x 53. 12.5". 7.5" 3.5" 4.5" 12.5 8.0" 4.0" 3.5" 8.0" 3.5" 16,0"13.0" 6.0" 8.0" IG.O"14.0" 7.5" 4.5" .L0" 6.5" a d a9Etl 4.D" L0.5" 6.5" 3.0" 5.0" S.D" 3.5" 16.0" 9.5" 5.0" G,5" LG�O"11.0" S.S" 3.0" 4.5" 9.0" 9.0" 4.5" 4,0" 6.5" ad 70 8.5" 4.5 3.5" 9.0" 5.5" 4.0 5.0 3.5 14.S" 8.0" 4.0" G.0" IS.S' 9.5" 4.5" 4.0" 7.0`• 9.0" 4.5" 4.0 6_5" `3 • '� I 100. 5.0" 3.5" 5.0' 3.5" 9.0" 4.5" 4.0" 6.5" 9.0" 9.5". 4.0" 6.5" 9.0" 4.5" 6.5" k S/16'ITW 7APCON XL WITH '_ .. 3"MIN EDGE DISTANCE 4'MIN EDGE DISTANCE m 1-3/4"EMBED C5 Cl. C2 C3 C4 CS GL C2 C3 C4 CS CI C2 C3 C4 C5 C1 C2 C3 C4 C5 C1 C2 C3 C4 CS 43 I69"16.0"_4.0_' 12 4"16.0"i4-Q" 7.5" 5.0" 8.5" 14.0" 8.w 4A" 3.6" 5.S" 6.5" dtl 6.0" 4.5" 4.5" �. 13.0" 7.0" 4,5" 8.4" 13.0 8,0" 4.0" 5.5" 6.5" 6.S" 4.5" 4.5" 10.5" 5.5" 4.0" 7.0" 1L0" 6.5" S.b" 5.0" 6.5' 4.5" 4.5" bb� e"'•i'- IQU 6.5" 3.0" 1-9/16"MIN EDGE DISTANCE 3.1/8"MIN EDGE DISTANCE 5116'ELCO UCTAACON WITH CI C2 C3 C4 C5 Cl C2 C3 C41 C5 CL C2 C3 C4 CS CS C2 I C3 C4 CS Cl C2 I C3 C4 IC5 CS C2 G3 C4 CS 0D{'(p108tf=LlFJfVAD0P,E. ' 1-1/4"EMBED• ,43 12.0"WO120" 8.5" 8.5 16.0•'16.0" 8_5" 11.0"16.0"15.0" 8.5" 7.5" 15.0" 8.5" 7.0" 9-5" 9.5" 6.0" G.0" 16.0"10.5" 6.0" 8.5" 16.0"11.0" 6.0" 14.5" zq" 15-2339 8.0" 8.034.5"70 6.5" 7.0" 11.5" 6.0" 6.0" 12.0" 7,0" 7.0'• PACE DESCRIPTIONS _ 200 7___0" 7.0" 7.0" n g ANCHOR SHEET ANCHOR NOTES 9 FORO