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Property Information Building Information Owner: Leahy Wind Zone: 160 MPH. Address: 6013 Adonidia Pl' Exposure Category: B Ft Pierce,F134982 Minimum Building Dimension: 25 ft. Mean Roof Height: 15 ft. Risk Category: U Design Pressure Calculations Openmg LocationDevice Device Device Max Positive Max Negative Number Zone Width(in) Height(in) Elevation(ft) Pressure(psf) Pressure(psf) 1 End 74 64 7 30.0 -38.5 --...—.... --.._..._ _...._...._.._.. ----------- _....................................__.—....--._...................-----..................._......._....----._........... ------.._..........._..... 2 Int 37 84 7 30.9 -33.6 _.._ _............_._.....-----._.._......---.._..._.._-....._................................. ........... _....... -- -._._._.....................---.._.....— — 3 Int 37 64 7 31.4 -34.2 4 Int 53 64 7 30.7 -33.4 ---- --------._.._..- --._._..........................._._...----._ .............. 5 Int 36 38 7 32.5 -35.2 --............-.....W.----.._ ..._.....................__.-...-----._._..............................._.......---....--._............._._ _.... -._.. _—._......................._.._..__..-.._..------ ........ _..._..._ 6 Int 26 63 7 32.2 -35.0 _—..._. _.... _._._.........----__ _.........._ ............_...------ 7 Int 53 63 7 30.7 -33.5 8 Int 26 63 7 32.2 -35.0 9 End 73 63 7 30.0 -38.6 10 Int 26 38 7 32.5 -35.2 Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.6th Edition(2017)Florida Building Code. Page 1 of 1 :r 5 b SCIS Home Log In j User Registration Hot Topics I Submit Surcharge Stats ikFacts I Publications FBC Staff SCIS Site Map IJnks i Search ��Of133 Product Approval �r USER:Public User . us�•c;�y*ks, Product Approval Menu>Product or Application Search>Application List>Appli w-Dekal t•g', FL FL13757-R6 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Town and Country Industries, Address/Phone/Email 400 e—ts'NtcMab Rea Ft.Lauderdale,FL 33309 (954)493-8551 tomj@tc-alum.com Authorized Signature Frank Bennardo frank@engineeringexpress.com Technical Representative Thomas B.Johnston Address/Phone/Email 400 west McNab Rd. Ft,Lauderdale,FL 33309 (954)970-9999 toms@tc-alum.com Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 11 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Frank L,Bennardo,P.E. the Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation&Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By ORLANDO L.BLANCO,P.E. 1 Validation Checklist-Hardcopy Received Certificate of Independence FL13757 R6 COT Indeoi odf FL13757 R6 COI IndeD2.odf FL13757 R5 COT Inde 3 odf Referenced Standard and Year(of Standard) Standard Year ASTM E1686 2006 ASTM E1996 2005 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 , T, Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13757 R6 Eouiv Eguivl.odf FL13757 R6 Ecuiv Eguiv2.odf FL13757 R6 Eotliv Enuiv3.odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/09/2017 Date Validated 08/11/2017 Date Pending FBC Approval 08/2212017 Date Approved 10/10/2017 Summary of Products FL# Model,Number or Name Description 13757.1 6.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757 R6 II Dwol.ndf Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo,P.E.PE0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other.See installation drawings for allowable FL13757 R6 AE Evall.odf span/pressure combinations and additional limitations of Created by Independent Third Party:Yes use. 13757.2 // 6.8 Streamline Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757 R6 II Dwn2.Ddf Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo,P.E.PE0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See installation drawings for allowable FL13757 R6 AE Eval2.odf span/pressure combinations and additional limitations of Created by Independent Third Party:Yes use. 13757.3 E.A. Essential Facilities Accordion Aluminum accordion shutter approved up to missile level"E" for use with essential facilities and wind zone 4 applications. Limits of Use Installation Instructions Approved for use in HVHZ:No FL13757 R6 II Dwg3.Ddf Approved for use outside HVHZ:Yes Verified By: Frank L.Bennardo PE-0046549 Impact Resistant Yes Created by Independent Third Party:Yes Design Pressure:+110/-128 Evaluation Reports Other:See product drawing for additional information, FL13757 R6 AE Eval3.odf anchorage,etc. Created by Independent Third Party:Yes Bark Nest Contact us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,emall addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional 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 emaiis 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 emall address which can be made available to the public.To determine if you are a limnsee under Chapter 455,FS.,please click hem. Product Approval Accepts: Credit Card safe I 6.8 STREAMLINE SHUTTER FOR USE WITHIN AND OUTSIDE THE HVHZ GENERAL NOTES: 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA DINING PE004654E CODE SIXTH EDITION FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY ELOC HURRICANE ZONE,AND THE 11TERgAoTtl2fift BUILDING CODE gOQ AND INTERNATIONAL RESIDENTIAL CODE VTHIS SYSTEM MEETS MISSILE LEVEL"0"AN INCLUDES ESSENTIAL FACILITIES AS DEFINED IN UNLIMITED WIDTH------------1- �'. to s"TcAl.E1996-09.SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. ---c .. a 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHAD-BE SECTION STATE OF mj DETERMINED PER SEPARATE ENGINEERINGJN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE RE(WIIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE API g l FLORIDA BUILDING CODE SHALL BE LESS THAN ORE?UALTO THE POSITIVE OR NEGATIVE DESIGN A PRESSURE CAPACITY VALUES LISTED HEREIN FOR AN ASSEMBLY AS SHOWN. '71711 WIMI-1 I I 3 TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 20112 103 AND ASTM 15188rl9gr330. z eSS I Y 4: DESIGN PR URES NOTED HEREIN ARE BASED ON MAXIMUM PRESSURES DIVIDED Y A 1.5 SAFETY FACTOR. z 5. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REO WUlFWD FOR ALL WIND ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL CRITERIA IS INDEPENDENTLY ADOPTED 13Y THE AUTHORITY HAVING 3URISDICTION, PLAN VIEW 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND 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 via DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR .1 W WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd-0.85 ur 4% SHALL 1111 USED, S. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC ui SITE 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL cc ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME PRODUCT APPROVAL USE OrTHESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61GIS-23 OF THE FLORIDA ADMINISTRATIVE CODE. 10, THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR is a VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM NA THE STRUCTURAL SUBSTRATES DETAILED HEREIN. Il. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WELL VOID THE APPROVAL DOCUMENTS. tn*4'='9 11 8! 12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING HURRICANE P . Rl....PROTECTION OFFICIAL OFFICIAL MAY RE$)IRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,S19NED,DATED AND -BOTTOM DEVIATION AS A CONDITION TO THE BUILDING OFFICIAL GRANTING Hise . S SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT AWHICH DETAIL AND JUSTIFY THE TRACK A UiER APPROVAL LOCKING MECHANISM,SEE 13. EACHRSVUi��ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE F LLOWING MINIMUM I INFO A77ON: TYPICAL PLAN VIEWS TOWN&COUNTRY INDUSTRIES FORT LAUDERDALE FL TYPICAL ACCORDION MISSILE LEVEL D-ASTM E1889 E1996&E330 TAS 201 202&263 rl"N SHUTTER ELEVATION FLORIDA PRODUa APPROVAL NUMBER MT.S. EXTERIOR ELEV 14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T5 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 TABLE 2: \1v K.S.I. 15. ALL BOLTS AND WASHERSUEXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A MINIMUM. EPARATION FROM GLASS MINIMUM TENSILE SIREN HOF 60 K.S.I.,U.O.N.POP RIVETS SHALL BE 1/4-0 OR 3/16-0 5052 ALUM.ALLOY. 16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR NON-HVHZ ESSENTIAL BOX LOCK AT CENTER OR SIDE CLOSURE. HVHZ 17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED As FIELD CONDITIONS RE IRE. FACILITIES 18. FLOOR TRACKS MAY BE 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". -3-1-1-N INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS AA 20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. - ig 301AI30VF >34'ABOVE :9 30 ABOVE >30'ASOVE 21, ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. GRADE GRADE GRADE GRADE 22. SHUTTER MAY BE INSTALLED WITH UP TO(2 ADDITIONAL BLADES OF SLACK. I so 23. SEALANT SHALL BE USED ON ANCHORS OR MCKS WHEREVER WATER SEEPAGE IS POSSIBLE. 72" 2-1/4' 1-6/8* 2-3W 1.518* 99.. TABLE 1: 34W 1-718" 3-5m, i-71B" TABLE I NOTES: 120, 4-118* 2* 1 4414' ACCORDION SHUTTER L DESIGN PRESSURES SHOWN IN'ACCORDION 4-718' �Ef� tllpl SHUTTER SPAN SCHEDULE*ABOVE ARE T 1 5* - 2- MAXIMUM ALLOWABLE DESIGN PRESSURES TABLE 2 NOTES: SPAN SCHEDULE 1. HMW"ID AS MIAMI-LADEL AT EACH RESPECTIVE SHUTTER SPAN. ASAALL COU 1"W 'COUNTY FLORIDA. LOCATIONS NSM POSITIVE NEGATIVE 2. LINEAR INTERPOLATION BETWEEN SHUTTER 2. DEFINED ER THMIAMI ECOUIAND.110WARD S_SPA DESIGN SPANS 15 NOT PERMITTED,FOR SPANS '3. NO SEPARATION FROM GLASS 15 REQUIRED FOR INSTALLATIONS IN WIND 15-2339 SPAN REST-ON BETWEEN THOSE INDICATED ABOVE,THE PRESSURE PRESSURE ZONES I THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A PB 1PSF1DESIGN PRESSURES FOR THE NEXT HIGHER MINIMUM SPAN OF AT LEAST 30", SPAN SHALL BE USED. 4, INSTALLATIONS IN WIND ZONES I THROUGH 4 OUTSIDE OFTHE HVHZ WITH SPANS LESS THAN 30*SHALL 72, 100 WIT HAVE 2-7 8" SEPARATION PROM GLASS WHEN S 3W ABOVE GRADE,AND 1-5/8*WHEN>30' OS' 74 GRADE. 70 70 S. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED,FOR SPANS BETWEEN TIJOSE 120' 63 53 INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED, 144- 1 43 6- SEJPA .1 9B�ATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM 40 (19 L L MMARDO°P.F-- L.. /1 PEOB16519 : _PROJECTION VARIES � pN 2.874" - 4.874"MAX. �� "<';•' L S'•. - �0.115' - *..62' pE _:. Q 0.062" 0.450` 004634 7 0.125° L.830' 0.062'1.708" o.100" _Z11.708" 0.100' ry - - 63" -O 'b0.195" �t 0.096�' L 0.195' � 0.060" 0.070' .062"� 2.820' % •- I 0.125' '1" 0.630' --{ '-! 1.993" 1.908" �OgF0.062' 0.630' 0.062' iy �� L 0.1431 •'1 1"069"-t }0.971" .971" } /� l- N� 10.143'( -T- j 0060' m 0.062 I 0.062" 70,200, 7 0.630" 0.06' � II 0.p 6' Z �>UQ s 1.069"-} �-' j- Ll,r, L E9 <W -1.069' SUPPORT LEG OPTIONAL }--1.069 0.200' �-1.069"� 0.062" 00' z 9 r. Lu --5.745'MAX. g n N s9 Oj WALL �BUILD OU'f WALL 3O STREAMLINE CEILING TRACK 4>STREAMLINE WALL TRACK \�J HEAVY HEADER SILL- �LITE HEADER SILL c�i SCALE:hIALF SIZE SCALE:HALF SIZE SCALE:HALF S17.E `� SCALE:HALF SIZE l `✓ SCALE:HALF SIZE SCALE:HALF SIZE N 13 FT WHERE SHOWN,SCREW BOSSES 9 FELT GROVES ARE OPTIONAL G ON ALL EXTRUSIONS ia�rl 0.874"1- 2.655" 0.875' 1229" I I 0.105" 0.060' I e- 1.069" "t �-'s -r0i'I"1-o04'-.;5'i�1�0'�--�1I• u°m'+i II.I-�_.__.._-.-.9.3..1-'-i,si.O0 ,°r,i1I oN 1IiI:ij 090.7 5" i O ' ns, 3o . 55" ;� 2.362' �4.510"0.105" 0.075.I L..'7 0.105" "-If 0. o 0.701' -� -- --_ -_- � -4.510" -3.506"�� eAAE METAL W/O PAINT IS 0.039' / m SILL SILL ADAPTER O EXTENDED SILL �p EXTENDED SILL ADAPTOR �� ADJUSTABLE SILL BOT70M �3 6.8 STREAMLINE SLAT/BLADL��LFQ. Fi 7 SCALE.HALF SIZE SCALE HALF SIZE SCALE:HALF SIZE SCALES HALF 512E E:HALF SIZE L � SCALE:HALF SIZE ` 7 F 4 0.477" 1.570' 0 510" 0.143" - 0.080° 0.590" 0.341' O6 0 .070' 0.143' -LD 245" Q �9 1.708" 0.143' 0.096" 7 0.060"1}T 4.753' & E d 0.090" -0.096" e 9 a p 4.530• 1-0.180" n ;j 0.090" > I 0.080" td Q 0.044' 0.227' 0.682' 0.630" 0.060" 10.693-J `_� OWTfdNTIMI[L®MIOOIL 15-2339 NOTE:THICKNESS OF BARE 2.822 JL-1.625-4 0-420" � _ METAL W/0 PAINT IS 0.039" 6.8 STREAMLINE STACK RADIUS CEILING HEADER/SILL �7 6.8 STARTER 18 WALL SILL CLIP 78 WALL SILL SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE,HALF SIZE SCALE HALF SIZE 99 P.E - }- 111 FNWKJ.BENNMDD;~ ANY ANCHOR PER ANCHOR EDGE,j DIST' ``` /1EOB161�/ SCHEDULE @ 18"O.G EXISTING DIST, - .g GLAZING SEE END - SCHEDULEFORMwI: ND E004 •0 ' A .ANGLE EMBED lrl SPAN WHEN US1AG' lY9 20,400,40b BRq.��,DC, �p EMBED. 17 (INTERIOR) LEG D RECITDN II it I� IrR -- (�/�4I' WRI�BIB2STA��2€ 17 "1 1C 17 __I. �lO MIN.0.062"THICK 6063-T6 ALUM. g ANG " 1'MIN.TO 2"z 5"MAX. 21 25 EDGE c-....— -_— —__ 9U ANGLE LEG M ERSEU) FASTEN ANGLE TO TRACK W/ / Ig Uj U i DIST. B ANY ANCHOR PER ANCHOR (2 !10x1'SCREWS AT SCHEDULB @ 18"D.C. CORNER,TOP B BOTTOM;AND ul Q ATTACH TO 6.8 STARTER W/ L m g @'/ *IZ x 1/2'GALVANIZED OR Z 13 1313 1�GAWANIZECLOR 5.8.SMS, S.S.SMS 3/16"0 ALUM.POP w N 9 30 3/1610 ALUM-.POP'PAVET,OR 1/4-20 RIVET Oft I/4-20 MACHINE 6.80"(TYPL_ USE(1)BRASS PUSH LOCK OR(1) MACHINE BOLT B NUT @18"O.C. ALTERNATE END STRIP D AIL BOLThINUT018"O.C. ; (EXTERIOR) S/16-18jkiLIMB SCREW INTO THREADED WITH 6.8 S EAR IER AND ANGLE m INSERT 3 AT 1/3 SPAN TD 2/3 SPAN SCALE:3"=V-0•' ANY TRACK W/ yytt FROM BO OM OFSHUTTER.RECEIVING END STRIP SCHEDULE SCREW BOSSES. p y TYPICAL PLAN VIEW HOLE SHALL BE 3/B'MAX WIDTH,UP TO P F SPAN 6 SCALE 3"=l'-0" 1"HEIGHT. 62 08lou: F 1•B!O(2.77 2 USE(1)BRASS PUSH LOCK ® 132 7 OR(1)5/16-18 THUMB LOCKING DETAILS FOR 2'Blp(S,T") 02 BS' SEE END STRIP SCREW 0 THREADED a INSERT 37 AT1/35PAN CENTER MATES y SCHEDULE FOR MAX.MA%. BOTTOM OF SHUTTER 30 b 13 SHOWDETAILS N ON DOM T 7I3RWrWR1 1/d" OR 6.8'STARTESPAN MEN R BOTTOM HOLE SHALL BE 3"W�'T,) 0 �" O d 20,40a,40b OR 40C, 3/8RE "MAX WIDTH•UP TO OO C 1"HEIGHT. 30 ALT.1"BIO—_3— 0 Ho /U(, WLTH 21 OR 25. (2.T) 2 m z9 112 EI - \ D 90 USE APPROPRIATE 132 76' ` 5TARTER STRIP 70 1.6'X3' 5 B3' 0 20 PRONOC CLOSURE • x0.083' _ FOR 13 BUILDING CONDITIONS. 23 21 O 81 - FASTEN STARTER STRIP INSIDE 0 TO TRACK W/(21 111oN1• v ( SCREWS AT CORNER,TOP 2x3i ALTERNATE END STRIP DETAIL 8 BOTTOM XO.120' SCALE.3"=1'-0'• BOSSESACK W/SCREW YWa LJ SILL YY�^u FOR GREATER SY71115 OR LOADS THAN 0 W S"O v 2R ENV STN"SCIa:IRE, ENv I■1 O STRIPS REQUIRE A 1'x1'.090'CLIP ATIGUB F N H105P116 USING Al1Y ANCIIOM1 ONRIE EXISTING GLASS a O ANOIv0.SCIRWIE 610LT•FD END SR11"1/1'TER a S O 1 ? 13 SCREW OR L4•2GSTRIP. yp a1 W oq 8 ' 6' v 30 Q w USE(1)BRASS PUSH LOCK II�SIDE USE 11)BRASS PUSH LOCK am OR 11)5/16-18 THUMB (INSIDE) OR(1)5/16-18 THUMB. 13 ¢a SCREW I 0 THREADED LE d SCREWI OiHREADEO 30 �a� INSERT 37 AT1/3 SPAN SILL> BIBS/ INSERT 7 4T 1/3 SPAN zag TO 2/3 AN FROM 1 TO 2/3 SN FROM igln BOTTOM OF SHUTTER BOTTOM OF SHUTTER .� UTSIDE) p q RECEIVING HOLE SHALL BE F(O T23 R 3/B"MAX WIDTH,UP � ga �q3gp a 1"HEIGH T, S 0 TYPICAL OUTSIDE CORNER CLOSURE 5 30 IIIYYYCg ��®� (C1 DETAILS WO/CORNER POST o R NTS 13 CD COPUM141/SL6N000PS 13 - 31 215 73 23 (OUTSIDE) 15-2339 SILL - USE(11 BOX LOCK AT DI ramsDOEQUPROLII �j SPAN TO 2/3 SPAN FROM BOTTOM OF SHUTTER j TYPICAL INSIDE CORNER CLOSUREF� CC2 DETAILS WO/CORNER POST g MULTIPLE SHUTTER ASSEMBLY � 99 NTS xe115 SCALE.3'-V-0" /d L i aY} 1 LzilI 1. a 1.19��,5��0"- 1 ......iitt,It tPH1W65i9 NAIIW�`P,E 4.610" ASSEMBLY STEL _r f--f • .•, ': 0.125" 280' NYLON WASHER OR 'j ASSEMBLY J}.4 0' ALUMINUM �`'1��:•'' L! f ��tt,, j 0.320"O HOLE (� r0.pS0" 0.35T y g NYLON O Z S10 x 2-3/4"410 HT S.S. 0.276` L b ri ` In 0.880 0.05 WHEEL r v x0.120'c INSERTS CD NGSCREW /TC ULTRACOTE ��• 4.591' _ 34s �y _ ..1.. _ - Do'-f f- 4 ' TRACK I ) ry :. 1' TYP TOP 9 BOTTOM m 0.062" "I'1 I TYP.AT EVERY OTHER 0.750" NYLON BUSHING INTERIOR WASHER: 1-----' �i�/-`OSI �- -5'MAX. -T 0.870"fi--��ff 7/16"O x 11F sI TEIOR30INT B TOP � INSIDE JOINT AT TOP. 0 x 0.354'-+ 0.137' 7 �/• -•'-' •, � �� CYLINDER-SOLID WASS,M_CKEL PLATED EITHER CAN BE US D ON ,4,LIIEN�'�r` 1LW � ANGLE 14 HOUSING IINC DICAST,POWDER CO TED 22 ROLLER ASSEMBLY BUSHING ASSEMBLY DETAIL 2 BOX CENTER INSERT SCALE 14ALF SIZE 24 SCALE HALF 512E SCALE:HALF 512E /t1 _ SCAt£+HALF SIZE NOa'f: MAY URN OPERATED I SIDE. O 26 O KEY/TI4UM8 TURN OPERATED INSIDE. }� w f �Oa50' 23 BRASS PUSH LOCK yyWWtt H9- SCALE:HALF 517 r'�p jow j/ff`Ill/j/j q,Ill *i 80.500" 4.000' 1.978" 2.125' a r1 0300' 0.236' "--1,742' Dd86" 1.603" .W+O --1.710" 0,267' g 0.623' -1.224"- T 0.790" 0,090" 0.319" 0.531" - r4 0.064" m � 2.250" �, 0 0.2 ^�- 0.09 m -- TT_ •--7t- " 0,25 --1. .--�- o o P •2b ti 0.607" F� 0.607' I S+ -( E -0.224" + 0.239' , r rn ti'F." n rx"i m Tn ri ,g� 0.060" 0.496"-._-N_ 0.240" ;u'-+- .�.I.nim m n v, I f-2 27 RAINGHARG 2g DECORATIVE FLOOR TRACK lase 3.476" ; ct SCALE LF SIZE SCALE HALF SIZE O.36tP 0,222"-I r 0.240' �ul� 1.001 0,062"0.062' 0.062" 0.176" , 1 30 UNIMATE LOCK 3t MALE BOX CENTER FEMALE BOX CENTER Z SCALE:HALF SIZE SCALE HALF SIZE 32 SCALE-HALF SIZE 15 E n g 5.500'x I3/16"WTOE--- }-{0.400" 6"O STAINLESS A 1 x.ls7" STEEL NUT _ 30 vtt. FOE 0.125' - 0i O.IBB" 0.438,. i_-_ .nP 5/16-18x1 MACHINE SCREW 5f36'O INTERNAL STAINLESS STEEL F -f- 0.121' ppp 4•S00' I---}0.689' POWDER COATED,ZINC D1E-CAST THREAD n 6y ------------++++++^^^---jj77jj------ } SECTION A HEAD STYLE VARIES rn",^r 1.Os0" +- , DFLTA MODEL 2 2'2 3g T-LOCK ADAPTER 3-7 T-SCREW INSERT 3g THUMB.SCREW INDUSTRIAL SYSTEMS OPTIONAL SCALE- SIZE SCALE FULL SIZE °i 1 I °a�� � s>! ) F $ =r 0.254" 4 Ua A 0b q Oc 35 BOX LOCK SCALE:HALF SIZE r} SCAL£+H.ALF SIZE ~��319 ` END STRIP 1" �yige�� �I .62s•� t--2.009"---f 2" & 3" EXT A {-1.500"--} ",'_� `y 0.050' U.125' SCALE: HALF SIZE 0.125" 0.093'7 app; T 0.085" c C � 0.093' '0.125' wrnm¢tmVil.t4+rYAEbPE O.oBS" M 15-2339 i- 7.ODO" -----{ ALT. 1" END STRIP 21 1.5"x3"xO.093" ANGLE 25 2"x3"x0.125" ANGLE l 309 2X7 ANGLE @ SCALE!HALF SIZE SCALE.HALF 512E SCALE:HALF 512E SCALE,HALF SIZE i . .. FRWK L BB1NAp1)0 PSE C5 CONNECIION TYPE 1i5L4, Z ei REFERENCE ANCHOR EXISTING ti p SCHEDULE FOR MAX. STRUCTURE p p SPACING ! GLASS w w-' GLASS Cl CONNECTION TYPE S`MAX. 114-20 MACHINE 8041��'• - OR DOOR t-u N OR DOOR----- w SCHEDULE REFERENCE OR MAX. 70 ANCHOR �81 N5M5UT @ 1 6"O C.4 NO •a ! a N Q SPACING Sw4� MN 13 x"'w V2•• 17YP TOP&BOTTBE � .. ip MIN i3 to w It w CLASS =F Z.� p 7A'= CLASS X m M m EPARATION M u..m Q t2" Z ,:N : 20 THhU BOLT W/ '"'� PARA a=o:c 014 x 1/2"SMS @ 12"0 C PER X Z z I- w C7 LOCK NUT(F�/2"0 C OR X I-}°r OR 3/16"@ ALUM POP d 1 d CT �- .(E'•. T4/ M 12.1/2'SMS(x112"0.0 E.S. PER Q F TABLE 2 0. p m �S OR(6]pRj i 1 ne SEI OR 3/16"0 ALUM.POP TAOLG2 1� RIVETS @ 6"O.C. OR 1/4•'0 L m w D OR 6•.•/ CS a§I RIVETS @ 6-O.L. E.S. � = ALUM.POP RIVETS(�12"O.C. Q WW � IR V4"m ALUM.POP RIVETS /' Vi 11 AND 3O 1=0i r/)) F}V 5 @ 12"O.0 C.S. -- " 1/4"MAX.FROM PIN MN GLASS tt 1/4"MAX,FROM PIN ASSEMBLY SEPARATION w B / 1/2"TYP. UID US TNG 13 �p� ��9 �� ! AND ID GUIDE TU BUSHING WASHER ITYP.) PER TABLE2 _ r Nww �"! a WASHER ITYP.) n 14 ASSEMBLY 1/I" 1/2"TYP EXISTING CONCRETE, m GI ASS NF Zvg .4 / W 3 CONNECTION TYPE OR DOOR p'^C M, BLULK OR WOOD FRAMING EDGE REFERENCE ANCHOR - a Z 41"' / CA CONNECTION TYPEp`h5l. SCHEDULE FOR MAX. g oa ow .1 REFERENCE ANCHOR SPACING u N 10 Q EDGE SCHEDULE FOR MAX- d ^� DIST SPACING AS SHOWN -C3 CONNECTION TYPE 114 DIAGRAM ON PG.4 o vl SOD 6 OR 1 REFERENCE ON EXISTING CONCRETEJ, u+ p UO 6 iTa=wll n SCHE UULE FOR MAX. BLOCK OR WOOD FRAMING / SPACING ALT PA5 TENER /2.. i/4-MAX.FROM PIN / LOCATION.FRONT AND CI CONNECTION TYPE GUIDE TO BUSHING 1 BACK ANCHORS NOT REQ'D REFERENCE ANCHOR i/2" WASHER ITYP.) t )mp V4-FIAX FROM l Lf 71NSIC�E MOUNT SEC.{ICON SCHEDULE FOR MAX / WITH THIS LOCATION �..1 1 9d PIN GUIDE TO SCALE:3"=V-0" SPACING 5 CONNECTION TYPE a$ BUSHING WASHER O INSIDE MOUNT SECTION REFERENCE ANCHOR I'tl !ITYP.I SCALE=3-=T-0" EXISTING CONCRETE, SCHEDULE FOR MAX. + Fm1i BLOCK OR WOOD FRAMI EMBEQ. '� K �U CO BUILD OUT MOUNT SECTION a ` P.BOT10M EXISTING CONCRETE, SCALE•3-e 1'-0" BLOCK OR WOOD FRAMING E E g NOT%,FOR DETAILS A,B,R,ANO E ON THIS SMEE•T, EDG GIST, EXISTING pq THE ASE TRACK MAY dE INSTALLED IN SECTIONS 4 CONNECTION TYPE EMBED STRUCTURE WITH 1/4"GAPS.PROVIDED THAT EACH SECTION HAS a REFERENCE ANCHOR S CONNECTION TYPE SP X A MINIMUM OF TWO SETS OF ANCHORS AND IS A m FQ E SCHEDULE FOR MAX. REFERENCE ANCHOR - S4 fl MINIMUM OF 12"LONG.THE SILL OP.CEILING TRACK m 5 6 SPACING SCHEDULE FOR M USED WITH THE BASE TRACK MUST BE CONTINUOUS SPACING OVER THE GAPS BETWEEN SECTIONS. 3 15 K H GLASS ~ w ^ 0R DOOR FEN r >> a r mww. -. w a � " w q12 x 1/2"SMS(01 12- PARAT 13 p w 1,1 a i ww O.C.OR 3/16"0 ALUM, PER w C) lm rin OClr rw�p PUP RIVETS@6"OC TABLE2 pZ� GLASS OR 13 7 Mww ���� j w w OR 114-$ALUM.POP Q rco Q DOOR MN.AA y t=-2 u MIN GLASS 13 =_��-' RIVETS@12"OC. F a t7«4 r m 'A PER TABLE 2 P' SEPARATION w t7 O+n 4 u'IfC yZj It 4 >t d 1/4-20 S 5 MACHINE PER TABLE 2 a J o 4 t- 0 AND 1/4"MAX FROM PIN J o N SCREW&IJUT @ E u yl ASSEMBLY 1t2" GUIDE TO BUSHING < $ 12"OC. q w 1/? YP. WASHER(7YP,)GLASS F; OR DOOR 114"MAX.FROM PIN m w o _ FRQM P N ! X GU UE )U BUSHING W 4 CONNECTION TYPE i/2" GUip�io IN'-- I K WASHER(TYP) EppE REFERENCE ANCHOR 0 WAS {TYP, & � = S 6 in EXISTING CONCRETE, pI5 SCHEDULE FOR MAX C7ffl=B1RKLWKVWF.E r BLOCK OR WOOD EXISTING CONCRETE, SPACING AS SHOWN 2 CONNECTION TYPE y OR FRAMING 4 COttNECTJON TYPE IN DIAGRAM ON PG 4 1 REFERENCE ANt1.1 R 15-239 BLOCK OR WOOD FRAMING REFERENCE ANCHpR If1J SCHEDULE FOR MAX. ew.r SCHEDULE FOR MAX - "x 3"x"" CONT. / — 3 CONNECTION TYPE tt 12 x tit"SMS(+3 1 2" SPACIN' "RfJCM►FIOR) SPACING ALT.FASTENER 063-T6 ALUM.ANGLE REPERENCE ANl'HOR p,C OR 3/T6"@ AWM, LOCATION FRONT AND kISTING CONCRE MAY BE:REVERSED SCHEDULE FOR MAX POP RIVETS @ 6"Q.C. BACK ANCHORS NOT RE0'U BLOCK OR WOOD F G 's SHOWN OA SHEUi SPACING OR 1/4"0 ALUM POP WITH THIS LOCATION WALL MOUNT SECTION RIVETS(A12--or. CEIWALL LD QOUT44 D LING INSIDE MOUNT SECTION SCALE:3"=1'-0" SCALE.3"_V-0" SECTION Q SCALE+3"=V-0- Y' y .. - FRANK L BE11N191W1 v,e Cl CONNECTI06t TYPE �g171�1r Illj�'�'ai REFERENCE ANCHOR EXISTING HOST SCHEDULE FOR MAX. STRUCTURE SPACING _ Cl CONNECTION TYPE v 7• MAX. 1/4-20 MACHINE BOLT " \ REFERENCE ANCHOR 1/2" W/tJUT Col 12"O C OR /:( \ SCHEDULE FOR MAX. ;� ® 4414 SMS(ol 6"0 C Z 1+• - SPACING / 1�2" ITYP.TOP 8 BOTTOI.1) =b fR �pN :Tt -)3 l77J pJ ALUM. TUBE LED, � �7 p 2 FASTENERS 8063-76 ALLOY I - 5 OR 6 OR (� EACH ANGLE SEE TAB A FOR SIZE. J S OR 6 Z.W.� /// • ' ALTERNATE 7HRU BOLT 1"x 1"x 1/B" I/ Cl CONNECTION TYPO OR 2"x 2"x 1/3" II P7"i GLASS REFERENCE ANCHOR r p, ALUM ANGLE ° --- -'-- SCHEDULE FOR MAX SEPARATION 13 ZX 13 1�• �il SPACING PER TABLE2 �4Nw x BL9m � THREE 3/16' ALUM, ° .•'I i I I GLASS I = Q m WW $A POP RIVETS OR o 17 il� I OR DOOR--II X�vaiI THREE 1112 SMS,TYP. u o 3/16"m ALUM POP ` G= o w d 17 ow RIVET OR 4412 SMS _ _ _ F TABLE A(m) 10"O C.IT 1 (T5�1OR OR w= 0 PRESSURE VS ALLOWABLE LENGTH MAY USE MALE OR p h- 2'a2')Clllr Xx,Ulr FEMALE LOCH-SLAT w D 1 I F: PSF No 810 00 13 ALTERNATE THF'.0 BOLI � 1/4"MAX FROM PIN 61 130" 1881 CS CONNECTION TYPE CI CONNECTION TYPE ` GUIDE TO BUSHING qt d 72 124' 119' CC3 1YPICAL CORNER CLOSURE DETAILS REFERENCE SCHEDULEEANCHOFOR MAX ' WASHER(TYP-) lye 01 119` 172` NTS SPACING " O Kgg 91 114' 16T __ /�ANx3//."SMS Cnl 9" Ed 1- 8 S' ANGLE TO TUBE CONNECTION m 101 110'_ 160' Dg m 120 104" 147 60 x 2"x 125" p'� 150 9T 131' TABLE B(CC4) EXISTING HOST EMBED. 6063-T6 ALUM TUBE .. Z STRUCTURE -m� 2 80' 114 PRESSURE VS AyL�L1/OWABLl:LENGRITI ON TYPE EDGE DISTANCE REFERENCE ANCHORSrM f0 PSF WRN 810 WITH 1W0 SPACOINGE FOR MAX C YI 62 113, 166' FASTENER(al t8"0 C. Cb ALiERNIATE BUILD OUT MOUNT SECTION a 72 1071 1ST (USE ANY ANCHOR SHOWN 82 101" Mr 114 ANCHOR SCHEDULE). SCALE:3 1'-0'" mm 92 9T 139' 102 90" 132' 120 83' I2T w n 350 I-w 3/16 RIVET OR t;12 SMS 090"6063-T6 Iva GLASS ALUM TUUE TYP EPARATJON = z (ul 18"l%CCR 1/4-2 17 ¢F PER TABLE NUI 8 BOLT(TYP.). 3/16"m ALUM.PUP EI a s GLASS 2 X LL O Z m RIVET OR #12 SMS $` 4 aQQ qd a ALUM. TUBE LO 18"O.C.IT Y P.) £Na OR DOOR £ oaH 6063-16 ALLOY SEE TABIC FOR SIZE. 2 FASTENERS x CON71NU0 U5 EACH ANGLE ALUMINUM ANGLE !ililip r x 2"x.093"6063-T6 OPTIONAL ANGLE INSIDE 3 6 - 5 THREE 3/16'•m ALUM ORIENTATION TYP. 17 6 e yq ALUM.ANGLE,TYP POP RIVETS OR tT — - m U 5 �- !51 17 THREE R12 SMS,TYP. W 99 o 0 1"x 2"x 1/0" — 4 COQ+INECTION TYP 14, Q� I o OR Z"x 2"x 1/8" O I ERENCE ANCHO fi S ' ' 13 ALUM.ANGLE ' - SCH ULE FUR MA F �� l° USE MALE OR FEMALESPACING 9WVMBWRLBN/®tg LOCK-SLAT 1---- —EXISTING 15-2339 13 13 BLOCK OR W0O00OD F FRAM) soMul EE INSIDE SILL MOUNT SECTION &CA0C1�f3—°N1 #12 x 1/2"GALVANIZED (OUTSIDE) I SCALE:3"= 1'-0" CC4 TYPICAL CORNER CLOSURE DETAILS OR s SM5,3R/I/4-20 16"m ALUM POP RIVET,OSIDE CLOSURE OPTIONS �9 NIS MACHINE BOLT 8 NUT SCALE:3"=1'-0" (=l 18"O.0 ' - ,,FFp1y�0ry1K L BENtUxDOP.E: MN GLASS 2 j 1111 MI500/4197 �4i.?� GLASS SEPARATION •, OR DOOR PER TARI.E7 _p-, 1 EiM •t w0_ --GLASS OR V F�N DOOR NOP 00465 :d T W d GLASS OR MN GLASS * ` H w a a DUOR SEPARATION _ ,v1 N X MIA CL W PER TABLE 2 a ([ MN GLASS W - STA p Z r IC PER SEPTABTLE 2 F W 7 F ¢ w N� '•... =zo �w�/s/�N11 0 � I_ W 2 O 1 - 1 (A I7�2 h- w �1it �m 13 i wawl 13 X zou /2. f J u z Cl CONNEC71ON TYPE a "I�z y 7/4"MAX FROM PIN GUIDE 2B e 6 REFERENCE ANCHOR F_ J U a N SCHEDULE FOR MAX. 7'U BUSHING WASHER ITYP.) W SPACING I Two 1/4"4 WOOD aso En LAG SCREWS C4 CONNECTION TYPE �- .250" ouj u O.0 MAX WITH 2" REFERENCE ANCHOR / 16 b p THREADED PENETRATION p SCHEDULE FOR MAX. w I IB "T"INTO CENTER OF 2X STUDS /� / SPACING /a N M f; 1B� EMO "T• 14 SMS CAl MIDSPAN BETWEEN /w OI lw _ t(`i STUDS FOR TRACK TO 1"x 4 / / EXISTING HOST STRUCTURE r'+ PLYWOOD A TUBE CONNECTION t` STUCCO FINISH 1••x w'..125'.125" 6063-T6 ALUM TUBE ((1 E U DCALE:3 =1' FLOUR TRAGIC DETAIL U WALL MOUNT SILL DETAIL w THIS DETAIL TD BE USED WHEN STUD SPACING v SCALE:3"=1'-0" v SCALE:3"=1'-0" EXCECOS THE MAX.ALLOWABLE ANCHOR SPACING. q F ICOOL 0 WALL MOUNT SECTION THIS DETAIL MAY o d RAL 50 BE USED ' a� SCALE:3"=1'-D" AT TOP v m �o ACCORDION SHUTTERtd PER PRODUCT APPROVAL F- o —GLASS ! MN GLASS OR DOOR O b _ 'P SEPMATI0.N 13 = IA I' PER TABLE II EXISTING WOOD 113=0.421 �c !3 APPLICABLE AT TOP X M TRUSS OR RAFTER S AND OR BOTTOM a a a a CO 24"MAX.D.C. -vY1-vY' ry N �^ 270R.3' � M MATERIAL EXISTING FI iI d I 7/2'MIN. rIAX FROM PIN GUIDE 2"x 5"x 1/ 3-T6 Y TU BU5191t1G WASHER ITYP 1 ALUM.ANGLTHREE II a s 2-x3"K3g'xCONTIN000SOR — 2.175' 3 6 1/4"TILEITYPI 1/4"O WOO {2'x 2'x I'7'x CONTINUOUS FINISH MATERIAL SCREWS WI /4" 16061 T6 ALUMINUM ANGLE MINIMUM TtIO3/4"PLYWOOD PENETR."TOOD(d0.9'MIN.THICK fi061-Ifi ALUM TRACK X —1/4"4 A325 GRADE TMRU BOLT Col 7"O.C. EACH RAFTTRUSS,ANGLE FASTENED TO FASTENED TO ANGLE WITH 1/4-20 E OR 5/16"IL A325 GRADE.7HRU BOLT 0 12'0 C. 24"O.C.MAEREMACHINE SCREWS AT 3°FROM ENDS GALV.OR S.S ANGLE EXTBEYONDEXISTING 3 K51 CONCRETE / AND 9'O.C.FOR THE BALANCE LAST 7 RUSE THAN ;4 HOST STRUCTURE WITH 'EI 0 �— 1/4"4 ELCO ULTRACON TO CONCRETE/CMU Y�0E.ULTRACONSAT EXISTING CONCRETE HOST 5"O.C.W/1-1/4"MIN.EMB. 6", EXTEND ANGLE 70 _ 3'FROM ENDS AND 4-D.C. 2-1/2'MIN. STRUCTURE(300D PSI MIN) OR 1/4"4 LAG SCREW LID 9"O.C.W/1-7/e" NEXT TRUSS. w w B FOR BALANCE WITH 1%" MIIJ.EMB. IN WOOD SG-0.42.TO 0.55. r N x a MIN EMBEDMENT AND 21i¢' MAX.DESIGN LOAD AT 5'-0'MAX SPAN: EXISTING COtJCRE 1 E. 13 =F M u p MIN EDGE D15T.. t 52 P.S.F. HOLLOW BLOCK OR / N L7 204 WPYIOI#RRVlI1L@1WWId a z M 2~STAGGERED WITH 3-MIN, MAX SPAN: W000 FRAMING.SEE z'x s x a 15-2339 SPACING,IYP. 52 P.S. HOR SCiED. ALUM ANGLE 16063-76) BASED ON{ O BUILDOUT MOUNT STRUCCTUREYPE OF IA 9u•JIKaI N HO SCALE.NTS IMAX.DESIGN LOAD 1 72 P 5 F 1 4 �IIe�O�I1ma�I PASS THRU DETAIL Hb SCALE+3 1'-0" /, TRUSS MOUNT SECTION 99 OK SCALE+3"=1'-0" EXISTING HOST ALT.LEG DIRECTION 1 IlIE9Nj j7 � ` STRUCTURE 1/4'ALL POINTS SOLID SET ANCHORS WITH 7/8"MIN 12'MIN FROM EDGE OF ACCORDION ROUND WINDOW EMBED IN CONCRETE OR HOLLOW BLOCK,3"MINIMUMVt EDGE OF SHUTTER, SHUTTER BLADES ASSEMBLY SPACING,AND 3'MINIMUM EDGE DISTANCE =TOP O0.BOTTOM I (2)6063-7-6 ALUMINUM \ / ANGLES PER BEAM ENO,SIZE o 0 6549 O PER SPAN TUBE SCHEDULE EMBED. 1 SPAN TUBE PER DESIGN SCHEDULE p N O; EDGE OF ACCORDION M - ACCESS HOLE 1/4-20 MACHINE BOLT W/NUT E0 �O�'.•• !E.1 :SHUTTER BLADES12'O.0ORN14x3/4'SMS6'O.C. �F •.5"TYP M.- III1r MAX. w `{f- 5 fi 7Q g¢QI3"MIN - -+- 3 6 mEDGE z=2875"0 HOLE(TD RECEIVE DISTANCE MIN.GLASS 13 z!H_ROUND WINDOW ASSEMBLY) IXISTING Q SEPARATION o M„1 ffi MAXIMUM OF 3 WINDOWS GLASS OR w w PER EVERY OTHER BLADE DOOR 1 LIGHT-N-VIEW WINDOW DIEDGESTANCE r'/2"MA" NU, "o $ N.T.S. EXTERIOR ELEV =a I @06 m 0 O 0 3 16 T t'•MAX.G GUIDE G W O 70 BBUSHINGWA WASHER 1'f YP 1 m EDF oaACCESS -1/4-20 MACHINE BOLT W/NUT 0 w mJ� -1/2. HOLE 12'O.0 OR 014 x 3/4'SMS 6'O.C. tB 2.875'0 HOLE TO -SPAN TUBE PER u7 RECEIVE ROUND EMBED. DESIGN SCHEDULE gg WINDOW ASSEMBLYd R 1/2' x(2)6063-7-6 ALUMINUM 1- -('MAX. ANGLES PER BEAM END,SIZE E p EXISTING 1 PER SPAN TUBE SCHEDULE d cc 0'. HOST 1 4'0 ULE BOLTS SEE BEAM 2:m STRUCTURE SCHEDULE FOR REQUIRED NUMBERS 1(4"ALL POINTS SOLID SET ANCHORS WITH 7/0'MIN cry EhM1BED IN CONCRETE OR HOLLOW BLACK 3"MINIMUM pp SPACING,AND 3'MINIMUM EDGE DISTAWf E 9 p 0.125' 0.125' S 0.032' 0.032" MAX.DESIGN LOAD-:k 72 PSF SPAN TUBE SECTION 0.196' // ` B N.T.S. VERT SECTION 7�ci / \ F S SPAN TUBE SCHEDULE h r \ ALLOWABLElUBE NUMBER OF NUMBER OF MMIMUMANGIE 1 ANCHORS NGLE ER TUBE SHUTTER 9PAN TMRU410LT9 ANGLE LENGTH d s ROUND SIZE SPAN q -{- WINDOW TOP BOTTOM TOP BOTTOM TOP BOROM -TOP IBOTTOIA 5 td^ ASSEMBLY TUBE f-_TUBEV TUBE I TUBE TUBE TUBE TUBE TUBE ' Ya611 60' 123.0" I 135.5 2 2 2 3 4' 7" e 0.125' B01 101.7' 108.9' 2 2 3 3 T 7' a�ada \ _ _ 1 89.9' 91.4' _ 2__ 2- 3 _ _3 7- 7- E 251Bk 1. 9.1;12 167.0' 2 2 2 __3 4' 7' 0.126' 96' 114.9' 174.1L. 2 2 3 3_ T T' 3' LLBEI� 12 102.9' 109.8' 2 2 4 4 -101 10' BO' 138.01 108.8' 2 2 3 3 T _7" � \ 0.188' �; B6' 1227' 149.7- 2 2 3 4 7' 10' p 1 •'B 02,875' 03.250" ) 123' 115.4' 137.6' 2 3 4 8 10' 13' e BO' 186.Y 240.1 1 2 3 4 I -2- 4 3 _ 6 / 0.1976' 173' 1322' 20;1.1' 3 4 5 7 13" 18' LIGHT-N-VIEW n 29 ���i/ SPAN TUBE SCHEDULE NOTES: OC411�311RWRI.IBIWSOPE N.T.S. 'SABIC PLASTICS SLX143IT-UL-94HB - �USFErx3 x x 4"ANGLES FOR Z'x5'&7x6'BEAMS. 15-2339 2. USE Ki-i"'1141 ANGLES FOR 2"x8"&2"x10'BEAMS. sr.41n 3. USE BEAM SCHEDULE FOR DETAIL 318, rwa0 Bmeum R 4. TOP&BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER CONNECTION DETAILS.WHERE USED TOGETHER,BEAM MUST BE LIMITED TO TOP BEAM SPANS. S. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND BLADE W/ ROUND WINDOW BELOW THE BEAM. TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDINGSPANS, 2 , ANCHORS ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS 8 N.T.S. EXTERIOR ELEV 6. LAP BEAMSDARE NOT ALLOWED. O 7. ALL BEAMS AND ANGLES TO BE 6063-TG ALUMINUM. +l r VE9DI-G ANCHOR SCHEDULF.,-CONCRFTE KlPEO LBFHNMDU P.E I I 1 1 f _ 2.53'FIIN EDGE DISTANCE G �.• .. SDans UO TO 6'-0" 19Dens Up to e'-3" Spam t)R To 12'-0" LOA CONN TYPE ONN TYPE CONN TYPE ` ',• "-' ANCHOR (PsO Cl C G1 Cl C2 -�� CS C2 C3 C4 CS C �=• •Q No PE 004 1/4"ITTY TAPCON OR ELCO L9)16.`16.011115.9:[l 8.0' 18.0"16.0"160'• 9.0 3.0_16.' 9,5" S.5' 0.5" 14.5" _ 7� �p - ULTRACON WITH 1-3/4' S3 16.0' !10.5"34.5'1.0"16,0"12.0" 7.0" 10:5 16.0"15.0" 7.5" 4.5'• 7.S' 10.5" -_"D 0 f4 EMBED(3192ps1 MIN CONIC) 62 16.0"16.0" 8.5" 12.5"18.0"16.0" 9.S'_5.5" B:5" 15:0"15_0" 7.5"_4.5" 7.S" 10:5' z (LN 16.0"13.0" 7.0" 11.0"18.0 15;5" 0.0" 5.0" 7.5' 11.5"15.0 7.6 4.5"_7.5" 10.5" 7 8 COMOINA TIOM0 STATE 0 z _ 100 19_0" 7.5" 4.5'• 7.5" 10.5'15.0' 7.S• 4.5" 7.5" 10.5'15.0" 7.5" 4.5" 7.4 10.5" 2 x S ITYP. 9 / 10 C014BINATI06, Bp 1/4'MILLENNM MILLFAST _ <ORI� 43 18.0`L6.0"15.0'16.0"1G.0"1G.0'16.0" 9.D'• 13.5'16.0"16.0" 8,5" S.S' 9.0" 13.5" '••• LL WITH 1-3/4'EMBED(7275ps1 53 18.0"16.0"1].0"15.0"16.0"16.0"11.0" 7.0" So.S"16.0"13.5• 7.0" 4.5" 7.5" 9.5" p �"S�?NAL MIN CONCRETE) 62 16.0"15.0" 8.5•' 13.0•'16.0"16.0' 8.5' 5.5" 9.0" 13.5'13_5_' 7.0" 4_S'L7.5" 9`5'• 7!!171111 _ 70 16.0"12A" 7.0" 11.0"16.0"14_0" 7.0" 4.5" 0.0" 10_5"13.5" 7.O" 4.S"_ 9.6" �� �yuQle v _ _100 13.9" 7.D" 4.5' 7.5' 9.5'• 13.5" 7,0" 4.5" 7.S• 9,5" 33.5' 7,O" 4.5" 9.5" 1 Z1:1/4"ELCO CRETEFLEX SS4 43 16.0"16,0"18.0"16.0"16.0"16.0"16.0"13.5'16.0"16.0"16.0"12.5" 8,0'• 16.0" I x S ITYP.) 2.5 ITYP.) 7i~W/2'EMBED(3350p31 MIN 53 16.0"16.0"1fi018.0"16.0"1.6.0"16.0"10,0"SS,S'56.0"16.0"10,0" 6.S' 14.0" WN_CONC) 62 16_0"18.0"12.5°1G.0"IG.D"16,0"12.5" B.D" 13.0"16.0"16.0"10.0" 6.5" 14.0" 3�'16.0"1G.D"10.5"18.0_16.0 16_0"10.5_' 7.0" 11.5'15_0"I6_0"100" 6.S 14_0"100 16.0"10.w. 8.5" 11.0"14.0•18.0"10.0" 6.5' 33.0"14.0"16.0"10.0" 6S' 14.0' Ow 0 1•MIN EDGE DISTANCE NOTE "S'•INDICATES ANCHOIT SCHEDULE SPACING .%-ID C] CZ © C4 cs cl C2 o ca CS Cl JE_ 16.S." cs SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE: IT 1/4'ITW TAPCON OR ELCO 43 16A"116.017.5" BA'• 16.0•'16.0"16.0" 5.D" 5.5" 16.0••16.0'• 14.0" - C2 CONNECTION TYPE USING PIECE p0 WITH OUTSIDE - ULTRACON WITH I-3/4" 53 116.0"10.0" 5.5" 6.5" 16.0"16.0"12.0" 4.S" 18.0"14.5" 10.0" ANCHORS ONLY ENDED(3192p11 MIN CONC) 62 16.0"15.5" 9.5" 5.5" 16.0"18.D" 9.0" 4.0" 14.5"14.5" 10.0" - Cc CONNECTION TYPE USING PIECE ®WITH 70_16.0"12.5" 4.0" 5.0" 16.0"15.0" 7.5_ 11.0"14.5" 10_0" OUTSIDE ANCHORS ONLY 100 14.5" 7.5' 10.0"14.5' 7.5" 10.0•'14.5•' 10,0"1/4'MILLENIUM MILLFAST 43 16,0"16.0"11.0'13.5"16.0"16.D"33.0_' 6.5_' 9_5""_36.0"13`0" ]0_5"W3TH 1-3/4•EMBED(327SPs1 53 16.0"RED- 8.0" 11_0"16.0"16.0" 9. 5.0' 77^5" 16_0"10.5" 7.5" ANCHOR NOTES: w A MIN conaLETE) 62 16,0 115'• e.D" 9.0'• 16.0••13.5' 7.0" 4.0''• fi.s" 11.0•'10. 7.5' 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING Fa $ p, 70 16.0" 9.5" 5.5" B.0•' 16.0"111-5- S.5'• 5.5" 8S" 10.5" 55" 5.5" 7.5" ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE N ru P 100 10.5" 5.5" 5.5' 7.S" 10.5" S.S' S.5" 7.5" 10.5" 5.5' S.5" 7.5' LIMITED TO TFI05E SHOWN 1N TABLE 1(Pg 1), qv q dd 1-1/4'MIN EDGE DISTANCE ••rr��a d = ANC ORW,INTSSMBED f ClC2 c3 6 CI CZ c3 C4 C5 CS C2 C3 C4 C5 2. ENTERANCHORSCHEDULEBASEDE. THE TDESI GSTAD REAURE MATERIAL, ZD�S Qu ANCHOR W/7/8'EMBED& ANCHORTYPEAND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN RR I/4-20 SS MACHINE SCREW _93 16.D"L6,0'_8.5" 10.5"560"16_0^12.0_ 5.5" 7_5" 16.0"12_5" 6.5" 3.0 5.0" 10.0" WN NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER (JOOOpsI MIN CONC) 53 16.0"I.E. 8.5" O.F. 16.0 16.0^ B_5" 4.0" fi.1' 15_5"10_0" 5.0" 4.0" 7.0" THAN OR EQUAL TO SHUTTER SPAN. E 62 16.0"11.0" 5.0" 7.P' 16.0"12.5 fi.5" 3.5" 5.0" 10.0"10.0" 5.0' 4.0" 7.0" 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. .E a0 70 16.0•' 9.0" 4.5" 6.0" 16.0"10.4 5.5" 3.0" q,0" OX, 10.0" 9.0" 4,D" 7.0" S 100 10.0" 5.0" 4.0" 7.D" 10.0" 5,0" 4.0' 7.0" 10.0" 9.0" 4.0" 7,0" 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE G 3'MIN B ft DISTANCE M11.O" ANCHOCK R TYPE BASE ON TYPEEOFREXHCe ISTIN ANCHOR ANFOR APPROOPER PRIATE 1/4'ALL-POINTS SOLID-SET CONNECTION TYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF ANCHOR W/7/8'EMBED& C3 C2 C3 C4 C5 Cl C2 C3 C4 25 CI C2CS CONNECTION TYPE. 1/4-20 55 KUICHINE SCREW 43 16.011118.0"36.0"16:0"16.0"16.0"16.0"31.5"16.0 16.0 16,0"11.0" 16D" (3000pni MW CONC) _53 16.0"16.0 13.5'16.0"16.0"16.0"Iq.O" 8.S_13.4 16.0"16.0" 9.5" 12.0" 5. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE 62 16.0"16.0•'10.4 16.0"16.0'•16.0"11.0" 7. .- 11."16.0"16.0" 8.5" 12.0" ONLY. 70 16.0"15.0" 9.0" 14.0"16.0"16.0^ 9.0" 6.D•' 10.0"13.0"16.0" 8.5" ]2,0" 6. TF1E CONTRACTOR IS RESPONSIBLE TO ENSU0.E THE ANCHORS ARE INSTALLED 10016.0•' 8.5" 5.5" 9.5" 12.0"36.0" 8.5" 5.5" 9.5" 12.0"16.0" B.5" 12.0" IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT 4'+ 2-5/8•MIN EDGE DISTANCE LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER 1/4"POWERS SS DROP-IN - - - FINISHES. W/1/4.20 SS BOLT AND Cl C2 4 CA CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS 1'EN018)(300opsl MW _43 16.0"16:0"14.D"16.0"mlt6 34.0•' B.0" 12.5"16.0"14.0" 7.5" 5.0" 8.0" 11_5" 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS a �! CONC) 53 16.0"16.0" 9.5" 14.0" 9.5" 6.0" 10.0"16.0"11,5" fi.0" 4.0" 7.0" 60" VARY.FIELD VERIFY THAT FASTENERS ARE INTO ADEQQDATE WOOD FRAMING EE 888 MEMBERS NOTPLYWOOD.FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR tlf'� 2.0" 7.S' S.0" B.5" 11.5"11.5" 6.0" 4.0" 7.D" 9.D" SIDE CLO§URE PIECES.70 16.0"10,0" 6.5" 16.5" CO-' 4.0•' 7.5" 8.0" 11.5" 6,0" 4.0. 7.0'• 8.0" 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER 100 11.5" 6.0" 4.0" 7.0" 6.0" 4.0" 7.0" 8.0" 11.5' 6.0^ 4.0" 7.0" 8.0` SHALL BE LOCATED IN CENTER OF NOMINAL 2"%4"(MIN.)WOOD STUD.3 4' i/4•POWERS 65 DROP-IN 3-1/2 MIN EDGE DISTANLT: _ EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING- LAG SCREWS SHALL a W/1/4.20 SS BOLT AND Cl C2 C3 C4 CS Cl C2 C3 CTT CS Ci C2 C3 DT CS HAVE PHILLIPS PAN HEAD OR HEX HEAD. !G 1'EMBED(3DOOps1 MIN 43 16.0"16_0"15.0"16.01,16.0"16.0"14.5" 9.0" 13.5'16.0"15.D" 7.S" 5.0" 9.01• 12_0" 9,, MACIIINE SCREWS SHALL HAVE MINIMUM OF 1/2'ENGAGEMENT OF THREADS IN e d CONC) 53 16.0"16.0"10_5'15.0"16,0"16.0"30.0" 6.5'_10.5"16.0"12.0" 6.0" 4.0" 7.5" 8.5' BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER T��� 62 36.0''13.0" 8.0" 12.5"16.0"15.0"-B 0 5.0 9 0 12.0"12.0" 6.0" 4.0" 7.5" 8.5" HEAD(SIDEWALK BOLT),U.O.N. .�e 'Lf"= 70 160 10.5'10" 11.0"16.01A2.5" 6-T, 4.5" 8.0" 9.5" 12.0" 60" 4.0" 7.5" 8.5' DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. H 100 12.0" 6.0" 4.0" 7.5' 8.5" 12.0" 6.0" 4.0" 7.5" 8.5" 12,0" 6.0" 4.0" 7.5" 8.5" _ _ ___ 2'MIN EDGE DISTANCE DESIGNATES ANCHORS WHICH ARE REMOVABLB BY REMOVING MACHINE SCREW, RIZSMS W/T EYEWALL Cl C2 C3 C4 CS CS C2 C3 C9 C5 CS C2 C3 C4 CS NUT OR WASHER WINGNUT. WPIIQRwAwLRMWwp.L ARMOR INSERT W/2"EMBED .43 16.0"16.0"11.5"14.0"16.0"16.0"16.0•' 7.5" 10.0'•16_0"16.0" 9.0" 4.5" 6.5" 13.5• IL MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. 13_2339 (2000psl MEN CONC) 53 16.0"16.0" 8.5" 11.0"16.0"16.0"_11.5" 5.5" B.D" 16.0"14.0" 7.0" 3.S' 5.5" 10.0" _ A 62 16,0"15.0" 7.0" 9.5" 16.0 16.0 9.0" 4.5" 6.5" 14.0•'14.0" 7.0•' 3.5'• 5.5•' 30.0" SZ WHEN ANCHORING TO HOLLOW BLOCK SDS DRILLS SHOULD NOT BE USED TO OCAu a DRILL INTO HOLLOW BLOCK NOR SHOOLD IMPACT DRILLS BE USED TO INSTALL BA4X eaplmlprtl 70 16.0'•12.0"16.0", 8-16.0 14.5' 7.5" 4,0" 6.0•' 10.5'14.0" 10.0•' CONCRETE SCREWS TO HOI.�OW BLOCK __ 100 14.0'• 7,0" 3.5" 5,5" 10.0 14.0" 7.0" 3.5" .1 10.0'.144^0_' 7_0" 3_5" 5.5" 10.0" 812 SMS W/2.75'EYEWAE 43 16_0"16.0"16.0"16.0"15.0" 16.0_10.0_'19.0"16.0"16.0"11.5' 6.0" 9.5" ]6.0" ARMOR INSERT W/2S' S3�16.0"16.0"_12.0"16.0"16.0"16.0"15.0" 7.5" 33.0"16.0 16.0"9.0 5.0" B.D" 13.0" 9 EMBED(2000ps1 MW CONC) 62 16.0^16.0" 9.5 13,5 16.0"18.0" 16.D"I6.D" 9.0" 5.0" 8.0" 17.0" 70 16.0"16.0" B.0" 11.5"16.0"16.0 9.5' S.5" 8.4 T4.0-160' 9.D" 5.0" B.D"17.0' 0 13.0"16.0" 9.0"5.0'" BA" 13.0" " ► I!L--3--i/B'MIN EDGE DISTANCE CON"TYPE N Mamma m E ` IN m ■m _ MINCONQ . . . •. JAFS Em o/vOMEM 1/01/00=110/1, ��/�� ���/��r ya��r�!����/moi%yam :, /im l ov, ��IA/4'EMBED , _ ViiWERI/ / iii , i, ` /iINK/mo m loll mm lmlo iaiiaiffWOR/i/r�/, - �rH//%i%%/%%//%i .!%.....!...... %%!!/ MOM ANCHOR W1 ml �01MOM �m©©OQmmmo©Cf!©Om©mmL�70®mOmO©mOC]m 1'11,117111111,11 m mil'%H%%%%/%%i®FSA%//%i'%//%/'r///,%�F�I'r/!//////%%/%%® •• ///.� %� %� ����,, �mm©m©mm©oomm©m©®m©mmm©o�mo©m© oeoe�o FE111111,� 0mmall' %iw�iil viiiii���iiii���iai ii�M—!!, MEN r��//!/� m©mmSEEM© o mm©mmmo©�©m©A V� ��% %/ PERMISSION %! / jam!%!�!pv/ % i/�/ i% l 1LL• 10 ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK PRaNKLBENNMDO,P;E. RPE0046 \``\t\111111/ 549 2'MIN EDGE DISTANCE 4 ••• _ �i M Soana Up To 6'-0" So0ns UO To 8'-3" Spans Uo TO 12'-O' UC G LOAD CONN TYPE COHN TYPE CONN TYPE s ANCHOR �Psn CI C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS •• NO p- •• * E004654 Al2 SMS W/2"EYEWALL 43 16.0"116.0"17.5" 9.0"1 LG.0"15.5" B.5" 4.5" 6.5" 15.5' 0.5" 4.5" 4.0" 7.0" _ 3 ARMOR INSERT W/1-1/4' 53 16.0"10.5" 5.0" 7.0" 16.0"11.0" 6.0" 3.5" 5.0" 11.0' 7.0" 3.S' 3.5' S.0" _-U *_go N O EMBED 62 14.0 7.5" 4.0" 6.0" 14.5" 9.0" 4.5' 4.0" 7.0' T.0" 3.5" 3.5' S.0" - o =m 70 11.5" 6,0" 3.5" 5.5' I2S' 7,5_ 3.5" 3.5" 5.5_7:0" 35 3,5", SAT �Q71% STATE OF CµµTT O v ._..__ _ _ - -_ 7.0" 3.5" 3.5" 5.0" 7.0" 35" 3.5" 5.0" :T.<O/IIDA,,:' v= , ANCHOR SCHEDULE: WOOD (G=0.55 /,9NAL EN , P • � Y110111110, _ 3/4'MIN EDGE DISTANCE r_r1n� W¢U Spans Un To 6'-0" SOans Uo To B'-3" Spens Uo TO 12'-0" •U pWp ggL r j LOAD CONN TYPE CONN TYPE CONN TYPE _ L {^i b_ ANCHOR (Ps0 CS C2 C3 C4 CS Cl C2 f3 C4 CS Cl C2 C3 C4 CS W O rN-1 u-17 R °y 1/4"LAS SCREW WITH 1-3/4 43 16.0"I6.0"11.5 12.5"16.0"16.0"16.0" 7.5" 9.0"116.0"116.01,114.5" 4.5' 6.0" 16.0" ON _ MIN THREAD PENETRATION 53 16.0"16.0" 8.5" 10,0"16.0"16.0"L8.0" 6.0" 7_0" 16,0"16.0"1L5" 4.0" 5.0" 16.0" 01 62 16.0"16.0" 7.0" 8.5'' 16_0"16.0"14.5" 5.0" 6.0" 16.0"16.0"LLS"4.0"5.0_' 16.0" p W ui �1a 11L11A1�' 70 16.0"16.0" 12.5" 4.0' S.5" 16.0'16.0"11-5' 4.0" 5.0" L6.D" N O 100 16.0"11.5" 4.0" 5,0" 16.0"16.0"11.5" 4.0" 5.0" 16.0"16.0'11-5" 4.0" 5.0" i6.0" F h 7/16'WOOD BUSHING WITH 43 16.0"16.0" 8.0" 10.0"16.0"15.5" 8.5" 4.5" 7.0" 15.5' B.5" 4.5" 4.5" 7.0" �'+ Y 1.13'MEN EMBED R 1/4-20 53 i6A"10.5" 55 8.0" 16.0"i-1-0-" 6.0" 3.5" 5.5" 11.0" 7.0" 3.5 4.0" 5.0" G O SS MACHINE SCREW 62 14.0" B.0" 4.5" 6.5" 14.5" 9.0" 4.5" 3.0" 4.5' 7.0' 7.0" 35" 4.0" 5.0" 70 12.0" 6.0" 3.5" 5.5"_12.5' 7.5" 3;5" 4.0" 5_5' 7.0" 3S' O 100 7.0"3.5" 4.0" 5.0" 7.0" 3.5" 4.0" 5.0' 7.0" 3.5" 4.0" 5.0" !14 SMS OR t14 W000 43 16.0"S6;0"12.5"14.5'16.0"16.0"16.0" 8.0" 10.0"16.0"16.0"11.5" 5.0" 7.0" 16.0" SCREW WITH 1.3/4'MIN 53 160"16A" 9.0" 11.5"16.0"16.0"35.0" 6.0" 8.0 16:0 16.0 9.5 4.0 5.5" 13.0" W $ THREAD PENETRATION 62 16.0"16.0" 7.5" 9.5" l6.0"16_0 11.5 5.0 7.0 16.0 16.0" 9.5" 4.0" 5.6" 13.0" I-L'g ammmm ep. 70 16.0"16.0" 6.5" 8.5" 16.0'16.0"10.0"4.5" 6.0" 14.0"1fi3O" 95" 4.0" 5.5" 13.0" 4 4.0" 5.5' 13.0'16.0" 9.5" 4.0" 5.5" 13.0" O ANCHOR SCHEDULE: WOOD 3/4'MIN EDGE DISTANCE F r LOAD Spans UP To 6'-0" Soans UO To B'-3" Soans Up To 12'-0" S CONNTYPE CONN TYPE CONN TYPE E a ANCHOR Osn CI C2 C3 C4 C5 C1 C2 C3 C4 C5 C1 C2 C3 C4 I CS g H s 1/4'LAG SCREW WITH 1-3/4 43 16.0"116.0" 9.0"110.0"116.0116.0-116.0" 5.5"17.0"116.0"116.0" 9.5" 3.5" 4.5" 15.0" `+ MIN THREAD PENETRATION 53 S6.D"16.0" 6.5" 8.0" 16.0"16.0"12.5' 4.5' 5.5"116.0"115.0" 7.5" 3.0" 4,0" 11.0" !9 N 62 16.0"16.0" 5.5" 6.5' 16.0"16.0" 9.5' 3.5" 5.0" 15.0'15.0" 7.5" 3.0" o-,, 11.0" 70 16.0"13.5" 4.5" 6.0" 16.0"16.0" 8.0" 3.0" 4.0" 11.5"15.0" P. d 100 15.0" 7.5" 3.0" 4_0" 13.0"15.0" 7.5" 3.0" 4.0" 11.0"IS.D" 7.5" 3.0" 4.0" ILO" O -._-� -_ __ _ - -- o R1 4 SMS OR s14 WOOD 43 56.0_ B.5" 10.5"i6A"16.0" 7.0" 16.0"13.D" 6.5" 3.5" 5.0" 10.5' SCREW WITH 1-3/4-MIN 53 3fi.0"16.0" 65" 8.0" 16.0"16.0". 8.5" 4.0" 5.5" 16.0"1115" 5.5" 2.5" 4.0" 7.5" 0 THREAD PENETRATION 62 16.0"11.5" 5.0" 7.0" 16.0"13.0" 6.5" 3.5 5.0" 10,5"10.5" 5.5" 2.5" 4.0" 7.5" 70_16_0" 9,5" 4.5" 6.0" L6.0"L&T 5.5 3.0" 4.0" 5.5"_ 2_5" 4:0" 7.5" ' 100 10.5" 5.5' 2.5" 4.0" 7.5" 10.5" 5.5' 2.5" 4.0" 7.5" 10.5' S.5" 2.5" 4A" 7.5" a - 1� ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK 1°f 4"MIN EDGE DISTANCE r G LOAD �9 U2 Tp 6_-0'• an UO T°8'•3" Spans Up To 12'•0" �����E ANCHOR OA CONN TYPE CONN TYPE CONN TYPE = Cl C2 C3 C4 CS Cl ; C2 C3 C4 CS CL C2 C3 C4 C5 5116'ITW TAPCON XL W/ 43Y6.0"16.0"16.0"16.0"16.0"16.0'16.0"15.0"16.0"16.0 16.0"15.0" 9.0" 14.0"16.0' 2-1/4'MTN.EMBED 53 16.0"16.0"16V I6_ll"16_0"16_0"1L0'16.0"16_0"16_0"12.0" 62 76.0"IG.0"14.0"16.0"Ifi;0"16.0'I5.0" 9.0" 14.0"16.0"16.0"12.0" 70 16.0"16.0"11.5"16.0"1fi.0"16.0'32.5" 11.0" 12.5"16.0"16.0"r12Y 7,5" 12.0"116.0" E 10D 16_0"12.0" 7.5" 12.0"16.0"16.0'12_0" 7.5" 12.0"16.0"16.0"12.0" 7.S' 12.0"16.0" S 5/16'ELCO ULTRACON W/ 43 16.0"16.0"110.5"14.0"16.0"16.0'10,5" 6.5" 9.5" 11.0"I 5.5" 6.S' 9.0" OOP1140IRRWlTLeBfYIGOft 2.1/f•MIN.EMBED 53 16.0"13.5" 7.5" 11.0"16.0"14.0' 7.5" 7.5" 13.5" 9.0" 6,5' m 62 16.0"L0,0" 6.0" 9.0"116.0"11.0' 5.5' B.S. 9.0" 9.0" 6.5" 15-2339 WG, 70 35.0" 8.0" 5.078.0 15.5 9.5 5.5 7.0 9_0" B.S' suntt's Z 100 9.0' .SSS' 9.0" 6.5" PACE oEfmlPYtDIIi 2"MIN EDGE DISTANCE CS C2 C3 C4 LT+_ CL C2 _CT -fA_ CS CI- C2 �.3 GS CS sl2 SMS w/2"EYEwaLL A3 16.00"t6.0" 9S"11.5"16.0"16.0"14.0" 6.0" 8.0" 16.0"14.5" 7.5' 3.5" 1 °�9 ARMOR INSERT W/2'EMBED 53 16.0"16.0" 7.0" 9,0" 16.0"116.0"19.5"14.5" 6.5" 16.0"11.5" Ex.. 3.0" 4.5" 8.5" S=-C 70 16_0"1().5" 5.0" 6.5' 16.0"12.5' 6.5" 3.0" 45" 9?0' 115" 6.0" 3.0" 4.5" B.5" 9 FOR ANCHOR NOTES. ll ANCHOR NOTES;SEE SHEET 100 11.5" 6.0" 3.0" 9.5" 8.5" 11.5" 6.0" 3.0" 4.5" B.5" 11.5" 6.0" 3.0" 4.5" 85"