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HomeMy WebLinkAboutRevisions OFFICE USE ONLY: q • DATE FILED: ` �� \ �� PERMIT# 1 lO3-'d X63 REVISION FEE: ,5- Cjy RECEIPT# Sd61 PLANNING & DEVELOPMENT SERVICES BUILDING&CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE,FL 34982-5652 (772)462-1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATIONS r LOCATION/SITEti ADDRESS: 3 �f��1G r►r.� DETAILED DESCRIPTION OF PROJECT REVISIONS: a Y I� CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: CRC (33p 7 72 ST. LUCIE CO CERT. #: BUSINESS NAME: talV ,a!*umiAlLI-Mycr�. QUALIFIERS NAME: G l ADDRESS: q9617 6 09 IA — ) CITY: ,rr. 49"- STATE: 4_— ZIP: Z PHONE (DAYTIME): gF)2-tjLf q C3 FAX: .-,4-L _16 7�j OWNER/BUILDER INFORMATION: 11 NAME: ADDRESS: CITY: STATE: ZIP: PHONE (DAYTIME: FAX: ARCHITECT/ENGINEER INFORMATION: NAME: •��r,✓E ,✓` X�✓�#s S ADDRESS: 160 /64 CITY:Deo-Q-16 e STATE: ZIP: 3 2—, PHONE (DAYTIME): — D FAX: SLCCC: 9/23/09 Revised 06/30/17REVIS s ���tear a ��vSS�t 1 •,-�,. —W i pi flow 6P" A q4-3$ i®roAc 13,OXj1,/e_ IS VtX?ems- � QS YM w I c. Fi—Pro© QPPgovA qT 7 t ; P T7 Qin,s� a- ,77yz- Vo 0 m '/z a 7171 . ow kwv- M.< m 00 717 mom CA t..: gr e } 5C15 Home Log In i User Registration Hot Topics Submit Surcharge i Stats&Facts j Publications.. FBC Staff I SCIS Site Map Links Search FIoida rr " Product bApproval USER:Public User l3S t^r ?' Product Approval Menu>Product or Aoolication Search>Aoolication List>Application Detail FL# FL13757-R6 RECEI'dC? — Application Type Revision l.L Code Version 2017 1 7 �'`` Application Status Approved APR �_ S.. t Commentsr• PFr!l1ilaing Archived � LLIGle —` Product Manufacturer Town and Country Industries, Address/Phone/Email 400 West McNab Road Ft.Lauderdale,FL 33309 (954)493-8551 tomj@tc-alum.com Authorized Signature Frank Bennardo frank@engineeringexpress.com Technical Representative Thomas B.Johnston Address/Phone/Email 400 west McNab Rd. Ft,Lauderdale,FL 33309 (954)970-9999 REVIEWED F® . tomj@tc-alum.com CODE COMPLIAR- Quality Assurance Representative A Address/Phone/Email 37. Q�UCIE `�(j��+OUN h 1, CategoryShutters B00`�-� Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Frank L.Bennardo,P.E. the Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation&Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By ORLANDO L.BLANCO,P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL13757 R6 COI Indeoi,pdf FL13757 R6 COI Indeo2.01` FI-13757 R6 COI Indep3.odf Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2006 ASTM E1996 2005 a ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 lllttt J r 'i ',; Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FU3757 R6 Eauiv Eauivl.Ddf FL13757 R6 Eauiv Eal1iy2.pdf FL13757 R6 Eguiv Epuiv3.pdf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/09/2017 Date Validated 08/11/2017 Date Pending FBC Approval 08/22/2017 Date Approved 10/10/2017 Summary of Products FL# Model,Number or Name Description 13757.1 6.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757 R6 II Dwal.pdf Approved for use outside HVHZ:Yes Verified By: Frank L.Bennardo,P.E.PE0046549 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other:See installation drawings for allowable FL137S7 R6 AE Evall.Ddf 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 mits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757 RG II Dwa2.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.pdf span/pressure combinations and additional limitations of Created by Independent Third Party:Yes use. 13757.3 E.A. Essential Facilities Accordion Aluminum accordion shutter approved up to missile level"E" for use with essential facilities and wind zone 4 applications. Limits of Use Installation Instructions Approved for use in HVHZ:No FL13757 R6 II Dwa3.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.pdf anchorage,etc, Created by Independent Third Party:Yes Bock Next Contact s::2601 Blair Stone Road Tallahassee FL 32399 Phone:650-487-1824 The State of Florida is an AA/EEO employer.Coovriaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 650.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: 0 F9O7 tit;':. Credit Card Safe . A1L1 IIJJJ FUNK 659NpMDO1 V,E.•T 6.8 STREAMLINE SHUTTER L FOR USE WITHIN AND OUTSIDE THE HVHZ GENERAL NOTES: Q;- No PEON654 ; 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING - CODE SIXTH EDITION((2017]] FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE,AND THE INTERNATId�JAL BUILDING CODE(IBC)AND INTERNATIONAL RESIDENTIAL CODE UNLIMITED WIDTH (J) c N (IRC).THIS SYSTEM MEETS MISSILE LEVEL"D"AND INCLUDES ESSENTIAL FACILITIES AS DEFINED 1N = STATE OF f. ASTM E1996-09.SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. SECTION 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE �i C F< W m o ORIDA 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 FLO IDA BUILDING CODE SHALL BE LESS THAN OR EOUALTO THE POSITIVE OR NEGATIVE DESIGN CJI Lr vl � w o�_ PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. Z¢ ��U 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E1886[E1996/E330. �¢Lu 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES D�I�V�IDED 9Y A 1.5 SAFETY FACTOR. Z ° 5. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND W w � ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL PIAN VIEW �1113 ' 3 CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND zd VIII:&T LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR DESIGN. c W W 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd®0.85 u�i i SHALL BE USED. ES N a i S. THE SYSTEM DETAILED HEREIN IS GENERIC AND DONOT PROVIDE INFORMATION FOR A SPECIFIC SITE. 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL f a ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME ur N tl h PRODUCT APPROVAL USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61GIS-23 OF THE FLORIDA ADMINISTRATIVE CODE. w '% 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE Q I ¢ 1 0 CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVALO 12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING HURRICANE PROTECTION BOTTOM z OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIgNED,DATED AND SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE TRACK = DEVIATION.ASA CONDITION TO THE BUILDING OFFICIAL GRAFIITNG HIS/HER APPROVAL LOCKING MECHANISM,SEE ;a 13. EACH SHUI`TER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM TYPICAL PLAN VIEWS S INFORMATION: $ TOWN&COUNTRY INDUSTRIES TYPICAL ACCORDION FORT LAUDERDALE FL MISSILE LEVEL D-ASTM E188�,E1996 8:E330 1 SHUTTER ELEVATIONTAS 201 202&203 � FLORIDA PRODUiff APPROVAL TABLE 2• VAL NUMBER S 14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 N.T.S. EXTERIOR ELEV K.S.I. a 15. MINIMUM TENSILE WASHERS (EXCLUDING TH OF 60 KSINSTALLATION)OPSHALLIVETS BESTAINLESS INL ESS STEEL kis H sosz MINIMUM SEPARATION FROM GLASS ALUM.ALLOY. NON-HVHZ ESSENTIAL I& ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR HVHZ BOX LOCK AT CENTER OR SIDE CLOSURE. FACILITIES ? $ e .4S 17- TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. 18. FLOOR TRACKS MAYBE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. SHUTTER INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS 19. MOUNTING EXTRUSIONS MAY BE BENT 70 FORM A CURVE WITH A MIN.RADIUS OF SO". SPAN 5 30'ABOVE >30'ABOVE 5 30'ABOVE >30'ABOVE • 20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. GRADE GRADE GRADE GRADE s! d 22. SHUTTER MAY BE INSTALLED WITH UP TO(2)ADDITIONAL BLADES OF SLACK. iE Z3. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 7" 2-114" 1-578• . _.99' 3.1/Y 1-718' 3-SB" TABLE 1: 4-718" Y Ira" 2• _ �� pp TABLE 1 NOTES: Y 1. DESIGN PRESSURES SHOWN IN"ACCORDION 144" 4718• Y S 2' ACCORDION SHUTTER SHUTTER SPAN SCHEDULE"ABOVE ARETABLE 2 NOTES: F[� SPAN SCHEDULE MAXIMUM ALLOWABLE DESIGN PRESSURES 1.. HVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA e AT EACH RESPECTIVE SHUTTER SPAN. Z LIEN-HVKZ:DEFINED AS ALL LOCATIONS OTHER THAN MLATY AND BROWARD CO � MI-DARE COUNTY BIfYXte11Pa0 LFE POSITIVE NEGATIVE 2. LINEAR INTERPOLATION BETWEEN SHUTTER FC0RI61� 15-2339 SHUTTER DESIGN DESIGN SPANS 15 NOT PERMITTED.FOR SPANS 3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND �,.F - BETWEEN THOSE INDICATED ABOVE:,THE ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A - 9PAN PRESSURE PRESSURE PAmoRKPIPU , DESIGN PRESSURES FOR THE NEXT HIGHER MINIMUM SPAN OF AT LEAST 30'. PLIPI SF1 SPAN SHALL BE USED. 4. INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ WITH SPANS LESS THAN 30"SHALL 72' 100 100 HAVE 2-7/8"MINIMUM SEPARATION FROM GLASS WHEN s 30'ABOVE GRADE,AND 1-5/8'WHEN>30' - ABOVE GRADE. n BB' 7p 7p 5. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN THOSE 91 120' S3 53 INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED. �7 QQ 6. SEPARATION FOR GLASS OUTSIDE OF THE HVRZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM I-luI 14a" 43 1 40 E1996-09. ``"1 L Ili FRANK L�KNMD7.,P.E K PR03ECTION VARIES _pN,-••'••-• _ 2.874" 4.874"MAX. `��'f'': L S°• c 0.062" 0.450' n D.OBO° _V: 654 c C4 0.125' 1.830' 0.062' y ;;u- 1.708" 0.100• }- 1.708` 0.100" I� -T- _ 0.080" 0.063' 0.195" 0.096' L 0.195' ao6o' 0.070' n O.Ofi0°- ;y Z.B20' F �,ATC It, 0.125" --r " 0.062• }}------1.908 <Oq OF w m 8 i .�1 0.630' -� 0.630' 1.993'-{ I IDA f m 0.630" I� 0.062' 0.630' 7 0.062' -1. I I 6 �� 0.143' C N.......••'• T v ggy �.. 0.971' }0.971' 0.143^ 11 Tllll ill iii W EN ( T O.0' r- .i,:Q70•� 0.630• Z �W v =� 0.06212�- 1.069' 0.062 L 0.200' �` 0.060' I 0.630' 0-0 0-062' < II '.�^ g m Sg go 1.069' y�SUPPORT LE00PTIONAI� �-1-069' p,6�" �1.069'y D.O62• 0.200' W�( �9a6 • 5.745'MAIC. L--5.745'Max. 3 �" Oj WALL O BUILD UUT WALL O3 STREAMLINE CEILING TRACK STREAMLINE WALL TRACK O HEAVY HEADER/SILL LITE HEADER SILL 0ww oW SCALE:HALF SIZE SCALE.HALF SIZE SCALE:HALF S17E SCALE-HALF S12E SCALE HALF SIZE SCALE.HALF SIZE oip ° WHERE SHOWN,SCREW BOSSES N &FELT GROVES ARE OPTIONAL / ON ALL EXTRUSIONS 0.874"♦- t--2.655" 0.875' 0.510^ m a -2.195" I - i-2.19s� 1.230' wy -1229" 0.105' O.Ofi0^ _ �•c� I g T F" C 0.725' g '�' .i I X2.655" ,I 4oma I}- .84" r 2.069' En - I i 1.064' b.10S i' �' :I D.07s n a O i' 0.075• 0.105" I 0.994"� 0.07 -� NOTE:TESTED THICKNESS OF m 0.781' - � 43 . .506• 510' �_ BARE METAL WJO PAINT IS 0.039' _ m R SILL O8 SILL ADAPTER EXTENDED SILL Ip EXTENDED SILL� _ADAPTOR �� ADJUSTABLE SILL BOTTOM �3 6.8 STREAMLINE SLAT/BLADE SCALE HALF SIZE SCALE'HALF 512E SCALE:HALF SIZE SCALE HALF SIZE SCALE.HALF SIZE SCALE HALF SIZE 6 All R d 0.477 O.OBO' 2.570'-T"0.510" 5g 0.143' 0.143' 1- 0.590' 0.341• 0.070"' �i i : 1, X0.245 �St O 9 1 1 S/t4 1.708' x0.143' 0.096° 0.060, Fi0 --r 0.115' 77� O.11T e� F.' 4.753' m e4 � d I 0.090'ry 3 0.096'4. N 0.044' 0.227' 0.682' 0.630" 0.060"� � i OfPINORTBIIKLIEWAMPE 0 693'J 15-2339 NOTE:THICKNESS OF BARE 2.822°-� 1-1.625"4 }--Y 0.420 Woo _ METAL WJO PAINT'S 0.039' �•E 0um' IS 6.8 STREAMLINE STACK �6 RADIUS CEILING HEADER/SILL �7 6.8 STARTER 18 WALL SILL CLIP �8b WALL SILL- SCALE HALF SIZE SCALE HALF SIZE SCALE HALF SIZE SCALE:HALF SIZE SCALE HALF SIZE ^ Q� u FRMW L BENWAB0 P.E ,111111111111// /D®446549 •J;�"'(';,. 0.610" STAINLESS STEEL 280"{--} 4 O, ANYLON UM HER OR - ASSEMBLY T 0.357' 0.320"0 HOLE o 50• 0.276"{--{� *•. NO pFp - vo 6w S10x 2-3/4`410 HT S.S. ' II _�:• 0g66, S 0.880 NYLON „u v a m INSERTS SCREW W/TC ULTRACOTE 0.591" _ * m 0.05 WHEEL O x0.120'o INTO COATING T( --TI C'J p N 1.300•-{}-0.240• r--r TRACK (TYP TOP 8 BOTTOM) N O.Ob2'- 1 sT,�� :Y- ,y m z 11 =v' o� L �0�I $: NYLON BUSHING W/WASHER: �_ 'i s/ ��/OA lii ri M I TYP.AT EVERY OTHER 7/16"0 x 1/2'@ INTERIOR JOINT TOP i A �� .- { S'MAX. � D.870" 0.750• 0.154•- 0.137' �/ r INSIDE JOINT AT TOP. 7/16.0x1•@ IWMRICR30INT BOTTOM /N L ENG 11! LS� /11111111111 7W oWV�ut CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EXTERIOR L 1(� ANGLE HOUSING-ZINC DICAST,POWDER COATED 9>129. SCALE HALF SIZE 22 ROLLER ASSEMBLY O r 4 = 24 BUSHING ASSEMBLY DETAIL 26 BOX CENTER INSERT [� �ag SCALE-HALF SIZE NOTE: MAY BE KEY OPERATED OUTSIDE SCALE HALF SIZE SCALE.HALF SIZE 7 oL m i OR KEY/THUMB TURN OPERATED INSIDE. W W 4n 9 I a t }0.250• 23 BRASS PUSH LOCK °�:r'f a O SCALE.HALF SIZE f��(�),/f� UI W�za -R0.155• 1.978' 2,125• 7jlj/l/ �9 a n R0.50G" 4.000" 0.236' -1.742" 0.286" 1.603" 0.2fiT 1�+ 0.500' 0.623" -1.710" 1.224" - o 0.790• 0.09(• 0.319' m 0.531' - 0.531' N��•y1 10.064" o _ 2.250" m 0.09 m m �'26 •��'t' d 0.250' d o ._ 0.607= F� -0.607' I 7 t4 in 0.118" .��0.224" 0.239' }.• jT r n m m e I In K o �.f �� �$ y --� p• 0.496" I 0.240" - - 1111.�E� G 2.750"� 1.758•--} �.. I I -1.. �i C`�b Q O 27 RAINGUARD 28 DECORATIVE FLOOR TRACK 3A76 �}- �~ 0240• O?m f ix SCALE'HALF SIZE CALL IIALF SIZE 0.160" 0.222",T -0176• 'g 1.001 0.062'0,1362• O.OG2' _ 30 UNIMATE LOCK 31 MALE BOX CENTER 32 FEMALE BOX CENTER s SCALE:HALF S1ZE SCALE HALF SIZE SCALE-HALF S12E O jI5.500'x 13/16'WIDE 1 �}0'400• .4O< �� 'A 16T 7/16"0 STAINLESS aoS LSTEEL NUT T 3 Y- 3a � n 0.125' I v NT --Tea 0 0.438" in w zz aL 0.168• 5/16-18x1 MACHINE SCREW . 1- TYP• 5/16.0 INTERNAL SIAINLESS STEEL 5. ryp.121• Sa ag 5g e ,I 4.500" - f-t 0.689' POWDER COATED,ZINC DIE-CAST THREAD HEAD STYLE VARIES DELTA MODEL 2TEM SECTION A 36 T-LOCK ADAPTER 37 --SCREW INSERT 38 NUMB SCREW -�- 1 os(• gg 6�! g INDUSTRIAL SY022 STEMS O ) SCALE-FULL SIZE SCALE FULL SIZE 4OC 40b (OPTIONAL) � g -j�1o.25a• fi 35 BOX LOCK SCALE HALF SIZE 0.319 END STRIP 1" slid ! SCALE:HALF SIZE f----2.000•-j 2" & 3"EXT a 1.625' 1.500• - �T-0.125' �fff 0.125" SCALE'. HALF 512E qg� b 0.050.125- 0.093" g I 0.085' O riD II 'o 0 0.125• OODtNUrtmvKLpWDBDE o ^ $ 0.093" 0.2s(• -2 o ^' o.oas• m _ 15339 SCAM ..R@ B®GIQIROMI - -7.ODO*-- t� - O2X7 ANGLE (DoALT. 1" END STRIP 21 1.5'x3"x0.093" ANGLE 28 2"x3"x0.125" ANGLE �q 39 SCALE HALF SIZE SCALE.HALF SIZE SCALE:HALF SIZE (� SCALE HALF SIZE -vK{ OEAl1/1RD0 P.E ANY ANCHOR PER ANCHOR EDGE DIST. \ RE004 �5 SCHEDULE @ 18"O.0 EXISTING DIST. `SEE END STRI{C� ��SCHEDULE FOR MAK•. NO ANGLE -EMBED {ip o SPAIN 4406�R.aOc r1L* 17 F I LEG D RECITON II II 6 114! OR 6.6 SfARii:R� C:1 O yH�C EMBED. (INTERIOR) 77 p( 17 jMm. WITH 23 OR 21 Q AO W-t MIN.0.062"THICK 6063-TG ALUM. 7C p 30 ANGLE 1'x 1'MSN.TO 2'x 5"MAX _ 21 //siSJ X14 EOGE�c ..,_— ._ (ANGLE LEG MAY BE REVERSED) IIT 1� =g DIST. _ _ FASTEN ANGLE TO TRACK W/ I L ,-, g ANY ANCHOR PER ANCHOR ((27*10x1'SCREWS AT / SCHEDULE @ 18'D.C. CORNERL OP 8 BOTTOM;AND ATTACH 6.8 STARTER W/ iYy'I o L m 73 i3 t3 #12x 1/2°GALVANIZED OR Z 73 3/1 x 1/2"GALVANIZED OR S.S.SMS, SIMS 3/16'0 MA-1 LUM.POP W oN W 6.60"(TYF 10 3/16"0 ALUM.POP RIVET,OR 114-20 RIVET N 1/4-20 NE O~IU i I USE(1)BRASS PUSH LOCK OR(1) MACHINE BOLT&NUT @ IS'O.C. ALTERNATE END STRIP DETAIL BOLT NOT @ 18°D.C.o. . ;WK (EXfE R) S/16-lBjl♦1UMBSCREW INTO THREADED WITH 6.8 STARTER AND ANGLE In10, INSERT 3 AT1/3 SPAN TO 2/3 SPAN SCALE 3"=1'-0" ANY TRACK W/ 0n W TYPICAL PLAN VIEW FROM SO OM OF SHUffER.RECEIVING END STRIP SCHEDULE SCREW BOSSES. -p HOLE SHALL BE 3/6"MM WIDTH,UP TO pSF SPAN F SCALE 3 =t'-0" 1°HEIGHT. 1"B/O(E.7) 72 100_' vI USE(1)BRASS PUSH LOCK ® 112 —•— y� OR lV 5/16-iH THUMB 132 75" SCREWI OTHREADEO LOCKINGDETAILS F-OR 2- -71 62 951 SEE END STRIP _ INSERT(p37 AT 1/3 SPAN CENTER MATES ® SCHEDULE FOR MAX. 70 2/3 SPAN FROM SHOWN ON RANDOM 82 83 SPAN WHEN USING '( r BOTTDMOFSHUTTER 30 DETAILS 3•BIO(4.T) H2 �• 20,40a,40bOR40c, �IZ$ rn RECEIVING HOLE SHALL BE 13 7 3/8"MAXWIDTH.UP TO 74• PH 1/4" OR 6.B STARTER N Ci+S T'HEIGHT 30 ALT.7"BIO 10' MAX. WITH 21 OR 25. (2.7') 72 ior 2StIp�m� / 92 85• m a 0 112 9Y ��-�j7I 40 40 51AUSE APPIER STRIP 1 132 75' 7 1.51X!" 45 93" II 20 PRONOE CLOSURE t op0 7S a, 6 ���YJJJI FOR ril 13 _- x0.093' 60 a• BUILDING CCNDIRUNS. - s I 23 21 64 78" FASTENSTARTFR STRIP c (INSIDE) 0 6 TO TRACK W/1211110x1" m v T SCREWS AT CORNER.TOP 2xT 67 123" ALTERNATE END STRIP DETAIL 2 yt1�^ 8 BOTTOM x0'126' 6 7 ANY TRACK W/SCREW SCALE 3"=T-0" 13 a w O 601121r BUSSES vat 0 119, 2 a¢ I 3 109' ' fi Ld SILL inn FCR GREATER WNW OR LOADSTNFN gg W SHOWN IN ENO STRIP SOIED%E�ENO Lo ,J U) STRIPS E A 1'%I'.090'QIP ANGIF SS KIDS MIG AIN M'QId10N THE EXISTING GL A55 Z ANDROR 5QIFD1JIE O✓I4at/4•lEx 7 f O v 13 SCREWOR114.20BOLTTOBIOSTRIP. S5ea 30 o j USE(11 BRASS PUSH LOCK (INSIDE) d A USE 111 BRASS PUSH LOCK - a m OR Ill 5/16-16 THUMB OR(11 5/16-18 THUMB 13 i;�n SCREW I O THREACED 11 y 11U ry. SCREWI OTHREADE. 30 a•- INSERT 51{37 AT1/3 SPAN SILL o � _nJl INSERT 7 AT 1/3 SPAN za TO 1/3 AN FROH /7 TO 2/3 5 AN FROM `f n BOTTOM OF SHUTTER I - BOTTOM OF SHUTTER _(OU TIDE) - ( / RECEIVING HOLE SHALL BE C E96 3/H"IMAXGHT WIDTH,UP Tb— TYPICAL 1"HEIGHT. 3 _ $ ! TYPICAL OUTSIDE CORNER CLOSURE 3 � CCI DETAILS WO/CORNER POST _ 5 31 �e occ 1NTS CO COPIRRIOPtRMLONUMOPE 1, P13 31 J -K 2 s ,3 3 (OUTSIDE) 15-2339 Ilj SILL USEI14111211/3 BOX LOCK AT 1/3 SPAN 41 2/3 SPAN FROM PAGE oeialt.naw: BOTTOM OF SHUTTER OTYPICAL INSIDE CORNER CLOSURE aFP CC2d MULTIPLE SHUTTER ASSEMBLY DETAILS WO/CORNER POST a� �9 I NTS ¢ SCALE.3"a V-0" d i �a ]RANK L UNCl NMDOP.E CONNECTION CE NN ION TYPE REF R EXISTING 11057 SCHEDULE FOR MAX. STRUCTURE SPACING _ 7' MAX. 1/4-20 MACHINE BOLT ' i' Cl CONNECTION TYPE (C \ REFERENCE ANCHOR 3/2j-g W./NUT @ 12"0 C OR ° \ SCHEDULE FOR MAX. 1..3 1114 SMS @ 6"0 C Z SPACING / 1/Y (TYP.TOP&BOTTOM I 2 FASTENERS ALUM. TUBE dT 0~ ', EACH ANGLE 6063-T6 ALLOY SEE TABLE A FOR SIZE. 47 to �OR�OR/ (C t"x 2"x 7/B'. ALTERNATE 711RU BOLT wa OR 6 J OR 2"x 2"x 1/6'. I/ Cl CONNECTION TYPE mrnQQW s ALUM ANGLE ( ___ ,_,_ REFERENCE ANCHOR SEPARATIONMN GLASS i3 SON_ UQ goam� iti SCHEDULE FOR MAX PER TABLE 1J i 13 II SPACING PER �Q ZX ll.. �.. �'I � J Z"' 11, 4arypF9 Wu� THREE 3/16"0 ALUM. ° Ww s�W^Bz POP RIVETS OR I I GLASS tttttt a THREE#12 SMS.TYP t7 OR DOOR—II X N a r 3I� u 3/16"O ALUM POP \� u C ¢ NKi w 17 RIVET OR#12 SMS `.I r A(j"� EUS 1O 0W w ry TABLEA(O3) — (a to o C.(TYP) // fRlg7£ \LL \ - �DD 6 OR w N "� F PRESSURE V$ALLOWABIE LENGTH `MAY USE MALE OR \ 2NPSF0Scl/8" 3'N°°910 —FEMALE LOCK-SLAT / 40.+� \I ^ BB//�0 O ALTERNATE THP.0 BULT 7/4"MAX FROM PIN `4f 9 62 13V 189' 13 C5 CONNECTION TYPE Cl CONNECTION :YFE \ GUIDE TO BUSHING A 7Z 124' 179' OIYPICAL CORNER CLOSURE DETAILS REFERENCE AN NOR REFERENCE ANCHOR :--�- \ WASHER ITYP.) mw€ d 82 31V 177 CI'3 NT$ SCHEDULE FOR MAX SCHEDULE FOR MAX " � `19 92 114' S6S _.i_i/ tt x3/4"SMS Cul 9"OcFaa o ]@ 110' 160' ANGLE TO TUBE CONNECTION m6 �n IN la' 14r 2"x 1"x 125" TABLE S ccal EXISTING HOST EMBEC 6063-T6 ALUM TUBE Zm —. <_TRL'C 37 PRTURE 5 CCNNECTION TYPE w a 358 PRESSURE 1/$ALLOWABLE LENGTH m 700 89" 114 ((@8"' PSF Xip Y3-,C%l O EDGE DISTANCE REFERENCE ANCHOR '!v° SCHEDULE FOR MAX r 4'V SPACING W= R 113' 366" FASTENER(nl 16"O C }g 73 107 LST' (USE ANY ANCHOR SHOWN Cb ALTERNATE BUILD OUT MOUNT SECTION a 82 101' 147 IN ANCHOR SCHEDULE) SCALE 3"=t'-0" - m !. 92 9S 119' �L•� m L 101 90' 132' rli:lTE / 1a 120 83' 171' � 9 `ry 150 7q• i 109" �' 200 64" 9f ..xLASS 3/16 RIVET OR 4412 SMS TUBE T MN A71OC67 16"O C. OR 1/4-20 T/ TUOE TYP ✓' w EER TA71 E NU78 BOLT 4TYPI ¢�� PER TABLE3/16"0 ALUf•1 POP �n� GLA552XSMSALUM. TUBE 18"OC ITYP.) OR DOORFN6063-'I6 ALLOYSEE TABI F. B FOR SIZE. x V U 2 FASTENERS PIN UOUSEACH ANGLE UM ANGLE1"x 2"x 093"6063-Tb AL A' LE ,INSIDETHREE 3/16'•0 ALUMALUM.ANGLE,TYP ATION TYP. 77 W1-- 6 g e 6 POP RIVETS OR 5 m, E 'ED ,b 17 THREE 4112 SMS,7YP 1"x 2" 4 CONNECTION TYPE 13 OR Z"x 7"x 1/8'• EDGE 01ST REFERENCE ANCHOR ALUM.ANGLE SCHEDULE FOR MAX Sp ACING DK NG CDFfX=RVLNNV=PE —USE MALE OR FEMALE LUCK-SLATEXISTING CONCRETE, 15-2339 13 13 BLOCK OR WOOD FRAMING (OUTSIDE) INSIDE SILL MOUNT SECTION 0 �"R3—°11 #12 x 1/2"GALVANIZED SCALE:3"= I'-0" OR S S SMS,3/16"0 ALUM (C4 TYPICAL CORNER CLOSURE DETAILS POP RIVET oR 1/4-2u SIDE CLOSURE OPTIONS NIS MACHINE BOLT 8 NUT SCALE.3"=T-0" ^ I .• ;k FRANK L BEARARD0,P.E.-I SPED046549 C5 CONNEC11ON TYPE REFERENCE ANCHOR /--EXISTING SCHEDULE FOR MAX STRUCTURE SPACING 5"MAX —1/=11 IA'C'�.IIEClg� Cl CONNECTION TYPE T GLASS W/ 13LASS REFERENCE ANCHOR Nn OR DOOR #14 sms(a 6-- 1 R DOOR SCHEDULE FOR MAX D SPACIIII G 112' ITYP TOP BOTTi54 "D -u GLASS J 2- MIN &EPAR TICN Uj'p, 114"-20 THRU OnLT W/ GLA55 *114 c 112-SIMS @ 12"C C z 5C 4 3�a'G PER L CK NUT C.12"0 C OR PARA 10h OR 3116-0 ALUM POP ABLE 2 8 0.111� 0 12.!12"SMS @ 12-0 C E.S. PER I- RIVE T 5 @D 6"O.0 OR 1/4-0 In OR 3116"0 ALU POP TABLE 2 D ALUM POP RIVETS P 12"0 C RIVETS(cZ 6"OT E.S. R 1/4'd ALUM POP RIVETS (D AND Q 1/4"MAX.FROM P;N MIN GLASS Ir ASSEMBLY -PARATION 12"O�C E.S.-- L�--- I D D z AX.FROM PIN 112"TYP. GUIDE TO BUSHING PER 7 ABLE 2 l.TL .1 AND@ GUI E TO BU5111NU WASHER ITYP) 0 T m,C) WASHER(TYP I G" w 1/2"'TYP EXISTING CONCRETE. 3 CONNECTION TYPE OR >�Zaz' YP -'r N'."jT .A tow-KH BLOCK OR WOOD FRAMING E' � REFERENCE ANCHOR ul i; 0, aw ONNECTION TYPE SCHEDULE FOR MAX. C4 C --RE F ERENCE ANCHOR SPACING EDGE / T' SC HEDULE FOR MAX SPACING AS SHOWN S OR 6 OR -C3 CONNECTION TYPE IN DIAGRAM ON PIG 9 ENCE ANCHOR EXISTING CONCRETE. 0 6 REFER ING CONCRETE Tll.-MA.'FROM PIN SCHE:I)JULE FOR MA X. BLOCK OR WOOD FRAMING GUIDE TO BU5HINQ LOCATION FRONT AND PEE ENCE 14 HOP WASHER ITYP.) Ogg SPAC 413 ALT FASTENER Cl CONNECTION TYPE 1/4'"MAX FROM III A 1.11 ANCHORS NOT REO'D INSIDE MOUNT SECTION SC:HEERDULE F IR MAX .T THIS LOCA71ON SCALE 3"r 1*-0" -5 CONNECTION TYPE P114 GUIDE TO s BUSHING WASHER OA INSIDE MOUNT SECTION REFERENCE ANCHOR Q m SCHEDULE FOR MAX 0 11,1 ITYP'l SCALE.3-=l'-0" EXISTING CONCRETE. Sp ACING BLOCK ORWOOD FRAM! I EMBED BUILD OUT I,'.OUNT SECTION f-.Typ 8071 EXIST ING CONCRETE. SCALE-3—1"-0" E BLOCK CIR WOOD FRAMING a EDGE DIS. --EXISIING ON HIS SH N" I NOTE.FOR DETAILS A,B.11 F 13E 1.AND 4 CONNEClION TYPE EIM.E. 5 11 �ET'T ON TYPE THE BASE TRACK MAY NSTALLED IN SECTIONS: 6 REFERENCE ANCHOR WITH 1/4' GAPS,PROVIDED Th AT EACH SECTION HAS SCHFOULE FOR MAX REFE PEN CE ANCHOR Al AIM I NIMUM OF TWO SETS OF ANCHORS ANDTIS A E E SPACING SC HEDULE FOR MAX M NIMUM OF 12"LONG.THE SILL OR.CEILING RACK - I ��5 SPACING USED WITH THE BASE TRACK MUST BE CONTINUOUS 3 16 &R OVER THE CAPS BETW E EN SECTIONS, 1/2" Q CLALS OR DOOR 13 =I v m m 4412 61/2"SMS SEPArATQ V ma x C.c R 16,10 A Z�' 2 < POP RJV3 S C'D ..LU M 13 E/T 6 TAB-E X2 oZI- GLASS OR lK GLA 2: OC OR 1/4-0 ALUM POP (Y< DOOR PEP RA 'o z RIVETS(111 12"0 C R TAB E 2 0 Z MIN GLASS U a 4 PER TABLE 2 ZI- 'n SEPARATICN o Xza 01 AND @ 1/,,, MAX FROM PIN ,.T, 1/4-20 S S MACHINE 2: C�) ASSEMBLY 112" '/Z- GUIPF TOIBUSHING SCREW 2,NUT FE ;1'1 I� Z'- T L P YP WASHER TYP.) 12' GLAS5 1/4-MAX FROM PIN SRI@ OR DOOR 1/4 MAX.FROM PIN 4 CONNECTION T'fPE 1/2 GUIDE TO BUSHIN13 I GUICE 10 ING WASHER ITYP) IBUSH, REFERENCE ANCHOR P' 3 7 WASHER TYP E GE 00PMWFIWIKL1BF.'=RE H IT X- 5 6 I.IrIING CONCRETE. 057 SCHEDULE FOR,MAX B L . WOO 51 0 N 2 CONNECTION TYPE 15-2339 LOCK 0.R WOOD EXISTING CONCRETE. Z-C4 CONNECTION TYPE IN DIA PAM ON FIG 9 REFERENCE ANCHOR G OR FrAMING BLOCK OR WOOD FRAMINC REF PENCE ANCHOR SCHEDULE FOR MAX. ? /—/t ONNECTIONCTYPE #12 Ic I/2"'S S AB 12- SCHCEDULE FOR MAX SPACING FA�09110UPTNIM x 3' -CO Sp ALT.FASTENER EXISTING CONCRETE, ' I"'�l A`NG CRENCE AN HOP E�. LU. GACING T 11 R 1151: 063- AL S cc R 3/ L CATION FRONT AND BLOCK OR WOOD FRAM114G 11AY BE REVERSED SCH OULE FOR MAX POP RIVETS @ 6'-O.0 BA C K ANCHORS NOT REO'D IS SHOWN DASHED)�� SPACING OR 1/4-0 ALUM POP--.,/ WITH THIS LOCATION WALL MOUNT SECTION RIVETS @D 12-OC. CEILING INSIDE MOUNT SECTION IIIAL EIUILD OUT SCALE-3"=l'-0' SUC L0 SCALE V-0" T 0000 SCALE:3'=V-0' MN GLASS ;111 ffi�1N%L E9 NARDO.P.E,1 GLASS SEPARATION zw GR DOOR PER TABLE ao= DOOR GLASS OR r _ NoP ppq z GLASS OR - Q R MN GLASS DUO - ✓�w d _ SEPARA-1111N = MN GLASS w FER TABLE S H H SEPARATION R lu m STA 6T f PER TABLE 2 �•'h Q F(O No �_ „ _zFZ2x3 Q wKNlz oa �QWm�m /2” 1 E J a Cl CONNECTION TYPE p ZX Efip • �—" - 1/4"MAX FROM PIH GUIDE @_\ 0. REFERENCE ANCHOR Z TO BUSHING WASHER ITYP 7 4 N SCHEDULE FOR MAX. a WW �,.W BG f TWO 1/4"0 WOOD 150- SPACING 4N Q/�/I]If((1�J/p/-/� NfY �1Gf LAG SCREWS Cal 24" CA CONNEC710N TYPE 1 J 250 o W CIC MAX WI7H 2- REFERENCE ANCHOR t w THREADED PENETRATION SCHEDULE FOR MAX .WIG "T"IN7O CENTER OF 2X STUDS / SPAC4NI3 h - 8 EMB "7' 14 SMS Cd MIOSPAN BETWEEN /W IS /1++ STUDS FOR TRACK TO 1"x 4" PLYWOOD 8 TUBE CONNECTION / EXISTING HOST STRUCTURE STUCCO FINISH 1-x 4-x.125' 6063-76 ALUM TUBE �� 1'. k THIS DETAIL TO BE USED WHEN STUD SPACING _ (N 1 DECORATIVE FLOOR TRACK DETAI OO WALL Ni0UNT SILL DETAIL uf9i d2 8 `J SCALE.3"=F-0" SCALE.3"=1'-0" y fi EXCEEDS 71iE MAX.ALLOWABLE ANCHOR SPACING. Fag oQ O WALL MOUNT SECTION THIS DETAIL MAY p IA S Qm ALSO BE USED iK AT 7 m. 7 m g� E ACCORDION SHUTTER B PER PRODUCT APPROVAL h o -GLASS r o m $Ii 1 h MN GLASS OR DOOR r Z w SEPARATION { vI ° PER TABLE = EXISTING WOOD W-0.421 O a APPLICABLE AT TOP z 1A TRUSS OR RAFTER AND 00.80_ SOT I Q a XQ a Cal 24""TAX,D.C. N 1• w EXISTING FINISH ! t 2"00.3- i I MA7ERIAL 1/2'MIN. 5 G 1/4"MAX FROM PIN GUICE 2"x S"x,/8"6063-76 �� o "'SSS TO BUSHING WASHER ITYP) ALUM.ANGLE W/THREE m ��2�i If lei 2'%3'x3'o'%CONTINUOUS OR -2.175' t4 1/4"TILE(TYP.1 1/4'0 WOOD LAG II w a _" nE 2'x2'%3b"%CONTINUOUS FINISH MATERIAL SCREWS WITH 2-3/4" e 606176 ALUMINUM ANGLE 31t.-PLYWOOD MINIMUM THREADED St �}6 .9'MIN.THICK 6061-T6 ALUM TRACK X 114"0 A325 GRACE THRU BOLT Col 7"O.C. EACHPENER FT'fN WOOD(al 5 G Q EACH RAFTER OF TRUSS. d FASTENED TO ANGLE WITH 1Jn-20 OR 5/16"0 A325 GRADE THRU BOLT t2"O C o ANGLE FASTENED TO F 24'"O.0 MAX WHERE - EXISTING3KSTCONCRETE - MACHINE SCREWS AT 3'FROM ENDS GAL V.OR SS ANGLE EXTENDS BEYOND HOST STRUCTURE WITH AND 9'O.G Po0.THE BALANCE LAST I RUSS MORE THAN �¢ e �EM,y�o �- 5 OC W/1 ULTRAC.E TO CONCRETE/CMU 'b '''ifl ELCO ULTRACONS AT 7 6", EXTEND ANGLE 70 w � EXISTING CONCRETE HOST 5'O C W/,-7/4"MIN.EMB. w a 31 FROM ENDS AND 4'O.C. 2-1/2'MIN. -� STRUCTURE(3000PSIMIN) OF lJ4"0 LAG SCREW Cal 9"O.C.W/1-7/8" NEXT TRUSS. _ e FOR BALANCE WITH 1%` / MIM EMB. IN WOOD SG=0.42 TO 0.55 r w x w MIN EMBEDMENT AND 21 MAX•DESIGN LOAD AT 5'-0"MAX SPAN: EXISTLNG C❑N[RE7E, 1� F d®� e MIN EDGE DISTANCE, t 62 P.S.F. HOLLOW BLOCK OR / w o a WPtiQiIEEMMILBIWODPE STAGGERED WITH 3'MIN,I MAX.DESIGN LOAD AT 6-0'MAX SPAN: W0OD FRAMING SEF. 2"r S"x 1/6"CCNT X Z O Z1—CHOR SCHEU :` ¢ 15-2339 ALUM ANGLE 16053-7 G1 <�p BASED ON IYPE OF AF HO BUILDOUT MOUNT STRUCTURE Q N p�gppnOB1 SCALE:NTS IMAX.DESIGN LUAC s 72 P S F 7 I - PASS THRU DETAIL Hb SCALE 3"=1'-0" r TRUSS MOUNT SECTION q9 v SCALE 3"=1'-0" F BE(101181X1 P.E. IXIST RU HOST ALT.LEG DIRECTION t►ltlM6it9' STRUCTURE 1/4"ALL POINTS SOLID SET AN(.T10R5 WITH 7/8'MIN12"MIN FROM EDGE OF ACCORDION EMBED IN CONCRETE OR HOLLOW BLOCK,3"MINIMUMEDGE OF SHUTTER, SHUTTER BLADES ROUND WINDOW 5 �,ASSEMBLY ]/2° SPACING,AND 3'M[N]MUM EDGE DISTANCE AX (2)6063-T6.ALUMINUM 7- ag%*ll TOP OR BOTTOM ;k:� f--' ANGLES PER BEAM END,SIZE D 6549 '. `-- 1/2' PER SPAN TUBE SCHEDULE - EMBED. 1 SPAN IBE PER - -- DESlGN SCHER ••, 0 Ora IrC EDGE OF ACCORDION Z z ACCESS HOLE 1/4-20 MACHINE BOLT W/NUT 0 ���'•- &E ~M.' SHUTTER SLAVES I a 12"O.0 OR/14 x 3/4'SMS 6'O.C. %�s• q ,49 m 3.5' TYPICAL rn 1/2'MAX. ''/7�CCCifL , g€• EDGE 3 16 A �S6 W G z r UIQ. S m =S 2.875"0 HOLE(TO RECEIVE DISTANCE MIN.GLASS 13 !q. =u,' Z^ @ p ROUND WINDOW ASSEMBLY) EXISTING Q SEPARATION WI-o p WW IN W =� • MAXIMUM OF 3 WINDOWS GLASS OR 7 - rj O w PER EVERY OTHER BLADE DOOR xo� o � i LIGHT-N-VIEW WINDOW 31 MIN Nu N p W E S O EDGE r 3/2"MAIC �w a 10 0 6 8 N.T.S. EXTERIOR ELEV _ Q DISTANCE ~ R L IMAX.rROM PIN GUIDE N pz Z 3 16 TO BUSHING WASHER 1TYP 1 ACCESS 1/4-20 MACHINE BOLT W/NUT HOLE 12'O.0 OR!14 x 3/4"SMS 6"O.C. w,- a 2.875'0 HOLE TO '1 __ SPAN TUBE PER UB g RECEIVE ROUND EMBED. DESIGN SCHEDULE WINDOW ASSEMBLY __ I 1/y (2)6063-T6 ALUMINUM � , . ANGLES PER BEAM END,SIZE FBrI�E-n p EXISTING PER SPAN TUBE SCHEDULE HOST 1/4°0 THRU BOLTS SEE BEAM zm" STRUCTURE SCHEDULE FOR REQUIRED NUMBERS 3 1/4"ALL POINTS SOLID SET ANCHORS WITH 7/8'MIN m g p I EMBED IN CONCRETE OR HOLLOW BLOCK 3 MINIMUM E Sj _ SPACING,AND 3'MINIMUM EDGE DISTAFICE p 0.125' 0.032" 0.032'-�{{ 0.125 MAX.DESIGN LOAD=t 72 PSF a S ¢ a /,-- 3 SPAN TUBE SECTION d 0.196" / \ 8 N.T.S. VERT SECTION rC�l p 9S' // \ SPAN TUBE SCHEDULE 1, AU-0WABLETUSE NUMBER OF ANCHORSPER MINIMUMANGLE r` ( Z4 ROUND TUBE SSIZE SHUTTER! SPJW T16RLBOITS -__-- LENGTH V WINDOW 700' BOTTOM TOPPAN LIRE I 700' BOTTOM TOP T BTUBE C1= i1 Tp� ASSEMBLY TUBE TUBE TUBE TUBE TUBE TUBE TUBE TUBE S F I ns1 123.0' 135.? 2 1 2 2 3 4' r g LL �ea / 0.125 N' loft 1062' 2 2 3 3 T T 9 12, 88.9' 84.4" -_2 2 -3_ __ 3_-_ T T \ 80' 129.1' 167.0' 2 2 2 J 4' 7' -' �1i BB' 114.8• 12a-1_ 2 2 3 3 T �-7- 12Y 0.125' 123' 1028' 109.6'. 2__ 2 4 ___..4.__ _10' lo- w 138.0' 198.8' 2 I 2 3 3 T _r 6 02.B7S i }--}0.108' 11.123' 86" 1227' 155.7' 2 I 2 3 4 7' ' 10' 03.250" 173' 115.4• 137.5' 2 I 3 4 5 10' 13' e 80' _ 16111'_ 240.0'___ 2__ 2_ _3 4 T _10' O TO 5 ` // 1 (1.1875 16, 132' 203. . 3 4 _-2 a _ 5 -� 7J-� fA $iff �� LIGHT-N-VIEW WINDOW �\ 0WVR=RWRLBIWWPE Z\t:y N.T.S. SABIC PLASTICS SLX1431T-UL-94HB - I SPAN TUBE SCHEDULE NOTES. x x1 4"ANGLES FOR 2"x5"B 2'x6'BEAMS- 15-2339 ` 2. USE 2'%5'x1/4"ANGLES FOR 2'x8"B 2'x10'BEAMS- 'OS 3. USEBEAM SCHEDULE FOR DETAIL 3/8. �AgF oE9aUilio�; 4. TOP B 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 z BLADE W/ ROUND WINDOW 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 8 N.T.S. EXTERIOR ELEVABOVE AND BELOW THE BEAM, no 6. LAPBEAMS ARE NOT ALLOWED. 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. ANCHOR SCHEDULE: CONCRETE Jill F9 NAP00,P.E 25'MIN EDGE DISTANCE Spans Up Ta V-0" Spans Up To 8'-3" Spans Up To 12'-0" pp;. G LOADCONN TYPE CONN TYPE CONN TYPE \ ` _ ANCHOR (W) C1 C2 l C3 C4 CS Cl q C3 I C4 CS C3 c2 c3 C1 cs : No PEO O 1/4'ITW TAPCON OR ELCO 43 16.0"16.0"115_0"16.0"16.0"16.0"16.0' 9.0" 13.0"16.0"16.0" 9.5" 5.5" 8.5-114.5- ULTRACON WITH 1-3/4' 53 16.0"16.0'10.5",14.5'16.0"16.0"12.0" 7.0" 10.5'16.0"15.0" 7.S' 4.S' 7.5' 10.5" E14BED(3192ps1 MIN CONCI 6I 16.0"16.0' 8.5" 12.5"16.0']6_0" 9.5" 5.5" 8.5" 15.0"25.0'.7.5- 4.5" 7.5- 10.5' ttyTT _ a 70 36.0"13.0"17.0° 15.5" 8.0" 5.0" 7.5' 11.5"15.0" 7.5" 4.S" 7.5" 10_5" 1 /SCOMOINATIOfq OI STATE � 4A1�� 100 15.0" 7.S'!4.5" 7.5" SO.S'15.0" 7.S 4.5" 75" 10.5"15.0° 7.5" 4.5" 7.5' 10.5" 2"SITYP.) 9 i 70 COMBINA710 A' •.(BRIO R 1/4•MILLENIUK MILLFASf� 43_16.0"16.0"•15.0"16.0'16.0"1fi.0"16.0" 9.0' 13.5'16.0"16.0' 8.5" 5.5' 9.0" 13.5 O ��'SiS��NAL DU) WITH 1-3/4'EMBED 3275 53 16.0"16.0"11.0"15.0"16.0"160"11.0' 7.0" 10.5"16.0'13.5" 7.0" 4.5" 7.S 9.5- a MIN CONCRETE) 62 16.0"15.0" 8.5' 13.0".16.0"16.0" B.5" 5.5" 9.0" 13_5'13.5" 7.0" 4.5" 7.5" 9_5" /I l Jill. q �IW aU i 70 16.0"12_0"j 7.0" 13A"16.0"14.0" 7A" 4.5" 8.0" 10.5'13.5" 7.0" 4.5" 7.5" 9.5" I UL QN 01 100 L3.5 7O"i 4_S' 7.5" 9.5" 13.5' 7.0" 4.5" 7.S' 9_5" 13.5" 7.0" 4.5" 7.5" 9.5" co 9 • I/4•ELCO CRETEFLEX SS4 43 16.0"16.0',16.0"16.0"16.0"16.0"16.0'13.5'36.0"16.0"16.0"12.5 B.0" 13.0"3fi.0" I•5 ITYP. 2 x S ITYP 1 _ W/2'EMBED(3350p5 MIN 53 16.0"16.0 16.0 16.0"16.0"16.0'16.0"30.0"15.5'L6.0"16.0`10.0" 6.5" 11.0"14.0" W W H CONC) !62 16.0"]6.0"112.5"16.0"16.0"16.0"12S' 8.0" 13.0"16.0"16.0"]O.0" 6.5" 11.0"14.0" U W alm ® qg -70 16.0"16.0"110.5"16.0"16.0"16.0"30.5" 7.0" 13.5'15.0"Ifi.O"10.0" 6.5" 11_0"14_0" to W tis 100 16.0"10.0 S' 11.0"14.0"36.0"10.0' 6.S' 11.0"14.0"]6.0"10.0" 6.5" 11.0"14.0' a W a 1'MIN EDGE DSTANCE NOTE "S"INDICATES ANCHOR SCHEDULE SPACING .'n-l� cl a-! c37-E4 cs c1 Cz q C4 c5 CI a a C4 cs SPACING DIAGRAM FOR C2 Sc C4 CONNECTION TYPE: vw 1/4'ITW TAPCON OR ELCO 43 16.0"16.0" 7.5" 8.0' 16.0"16.0"16.0' S.0' 5.5" 16.0"16.0" 90" 3.0" 4.0" 14.0" ULTRACOH WITH 1.314' S3 16.0"16.0" 5.5" 6.5^ 16.0"16.0"12.0 4,5" 16.0" . . 145" 75" � 10.0" - C2 CONNECTION TYPE USING PIECE .0 WITH OUTSIDE Gf AN CM ORS ONLY EMBED(3192PSI MIN CONC) 62 16.0"15.5 4.5' S ' 16.0"16.0' 9.0" 4.0" 14.5"14.5" 75' 10.0" - C4.CONNECTION TYPE USING PIECE C WITH n _70_IS 4.0" 5O" 16.0"15.0' 7.5" LTO.14.5 7S" � 10_0" OUTSIDe AIJCHORS ONLY r7i _ 100 L0.0"14S' 7.5" 10.0"14.5' 7.S' 30.0" N P '= I/4'MILLENNX MILLERS! 43 0"1].0°13.5"16.0"16.0"13.0" 6_5" 9_5" 16.0"13_0" 7.0" 4.0" 6.S' 30.5" WITH 1-3/4'EMBED(3275ps1-53 0" 8.0" 11.0"16.0"16.0' 9.0" 5.0" 7.5" 16.0"10.5` 5;5" 5.5" 75" ANCHOR NOTES: $$ MIN CONCRETE) 62 5" fi.0" 9.0' 16.0"13.5' 7.0" 4.0" 6.5" 11.0"]0.5^ 5.5" 5.5" 7.5' Lu 70 " S.S' B.0' 16.0"11.5' S.5" 5.5' 8.5" 10.5" 5.5" 5.5" 7.5" 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING/WCHOR SPACING ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LDADS MUST 0E1`1100 S.S' 7.5" 105" 5.5" 5.5' 7.5" 10.5" 5.5' 5.5" 7.5" LIMITED TO THOSE SHOWN IN TABLE 1(Pg 1). 0- 1-1/4-1,1114 -1-1/4-MIN EDGE DISTANCE d U4'AIL-POINTS SOLID-SET 2 ENTER ANCHOR SCHEDULE BASED ON THE E)IISTING STRUCTURE MATERIAL, ?m. u ANCHOR W/7/8'EMBED& CI C2 Cl C4 CS Ci C2 q C4 CS C7 C2 q C9 CS ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREA7ERTHAN OR g 1!42055 MACHINE SCREW _43 16.0"16_O" 8S'_10.5 16_0"16.0"12.0. 5.5" J.5" 16.0"12.5" 6.5" 3.0' 5.0" 10.0" EEQQUAL TO NEGATNE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER E {3000p9 MIN CONC) 53 16O"15.0' 6.S'1 6.0' 16.0"16.0` 8.5" 4.0" fi.0" 15.5"10.0° 5.0' 4.0" 7.0" THAN OR EQUAL TO SHUTTER SPAN. - 62 116.0"11.0" 5.0" 7.0" 16.0"125' 6.S" 3.5' 5.0" 10.0"10.0" 5.0' 4.0' 7.0" 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. •� 70 160" 9.0" 4.5' 6.0' 16'o-110 6.0"SOS' S.5' 3.0" 4.0" 8.0" 10.0" 5.0' 4.0" 7.0" 3 s 100 L0.0" 5.0" 4.0" 7.0" 10.0" S.O" 4.0" 7.0'• 10.0" 5.0" 4.0" 7.0" 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLAW CONCRETE BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER g ' 1/4•ALL-POINTS SOLID-SET _ 3'MW EDGE DISTANCE _ _ _ ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE ANCHOR W/7/8'EMBED® Cl C2 c3 c4 c5 C1 cz c3 c4 C5 C1 C2 q Ci c5 CONNECTIONTYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF I� Q CONNECTION TYPE. 1/4-20 SS MACHINE SCREW 43 116.0%, 16.0'16.d']6.0"16.0"16.0"16.0"31.5'16_0"16.0"16.0"13.0" (3000ps1 MIN CONC) _53 16.0'13.5"L16.0"Ifi.O"16.0"14.0' B.S'_13.5'16.0"16.0• 85" 5.5" 9.5" 12.0" 5. ALL CONCRETE ANCHORS SHALL BE 1NSTALIED TO NON-CRAIXED COMCRETE 62 16.0'10.5"116.0`16.D"16.0"11.0" 7.0" 31.0"16.0'16.0` B.5' 5.5" 9.5" 12.0" ONLY. • 015.0' 9.0" 14.0"16.0"16.0" 9.0" 6.0" 10.0"13.0"16.0" 8.5" 5.5" 9.5' 12.0" 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED 100 6.5"t 5.5-1 9.5" 12.0"36.0" 8.5'15.5111 9.S" 1Z0"16.0".8.5' 5.S' 9.5" 12.0" IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT 1/4'POWERS 55 DROP-IN 2-518•MIN EDGE DISTANCE LENGTHS_HALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER -I-- FINISHES. W/1/4.20 SS BOLT AND - C3 I C2 C3 I C4 C5 CI C2 C3 C4 CS CI C2 C3 C4 CS 1"EMBED(3000ps1 MIN 43 16.0"16.0_' 14.1 16.0"16.0"16.0"14.0' 8.0" 32.5 16.0"34.0`1 7.5" 5.0" 8.0" S1.S' 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS •�G g CONI) 53 19.0 16.0" 9_5" 3a.0.16.0"16.0" 9.5" 6.0" 10.0"16.0"11.5' 6_0" -4 0" )0" 8 0" VARY.REID VERIFY THAT FASTENERS ARE INTO ADEOUA7E WOOD FRAMING a 888 8 6f 62 16.71 12.5' 7S 12.0"16.0"1�.5' 7.S 5.0" 8.5' ILS'11.5" 6.0" 4.0" 7.0" 8.0" MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR 8 SIDE CLO PIECES. Q �i 70 16.0"10.0" 65"130.5"16.0"112.0--16'0" 4.0" 7.5' 9.0" 11.5' 6.0" 4.0" 7.0" 8.0" 100 L1.5" 6.0"14.0-17.(r, 8.0' IIS' 6.0' 4.0" 7.0" B.0" L1.5' 6.0" 4.0" 7.0" 8.0' 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER 3-1/2'MIN EDGE DISTANCE SHALL BE LOCATED IN CENTER OF NOMINAL 2'x 4'(MN.)WDOD STUD.3/4' 8 1/4•POWEflS SS DROP-IN EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING G SCREWS SHALL a W/1/4-20 5S BOLT AND Cl C2 C3 C4 CS C1 C2 C3 C4 CS C1 C2 C3 CA CS HAVE PHILLIPS PAN HEAD OR HEX HEAD. 5 1'EMBED(3000ps1!BN 43 16.0°16.0"15.0"16.0"16.0"16.0"14.5" 9.0" 13.5" 15.0. 7.5" 5.0" 9,. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2'ENGAGEMENT OF THREADS[N (DNC) 53_16.0"16.0"10.5'15.0.16.0.16.0"]0.0" 6.S B.S.16.0"IZO" 6.0" 4.0" 7.5• 8.5' BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER •� 62 16.0'13.0" 8.0" 12.5"16.0"15.0" 8.0' S.0" 9.0" 12.0"1Z0'6.0' 4.0" 7.5' 8.5' HEAD(SIDEWALK BOLT),U.O.N. 70 16.0'IO.S' 7.0" 31.0"16.0" 6.5" 4.5" 8.0" 9.5" 12.0" 6.0" 4.0• 7.5' 8.5° ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 100 12.0" 60"14.0" 7.5' 8.5' 12.0"1 6.0" 4.0" 7.5^ 8.5"112.0"1_6.0" 4.0' 7.5" 8.5" _ 2'MIN EDGE DISTANCE • DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, 912 SMS W 2'EYEWALL -- cs CI C2 C3 C4 CS C1 C2 C3 C4 CS NUT OR WASHER WINGNUT. mP1}pOFlGN(L®MY®PE / CI C2�q� C4 ARMOR INSERT W/2"EMBED 43 16.aP 16.0"11.S',14.0'16.0"16_0"16.0' 7.5" 10.0"16.0"16.0" 9.0" 4.5" 6.5' 13S' 11. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE 15-2339 (2000ps1 MIN CONL7 53_]6.0'136.0" 6.5" 11.0.16.0"3fi.0"13.5' S.5' 8.0" 16.0"14.0" 7.0" 3.5' 5.5" 10.0' _ 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' S.5" 10.0" 12. WHEN ANCHORING TO HOLLOW BLOCK SDE DRILLS SHOULD NOT BE USED TO BCAlF4 pg � �pp DRILL INTO HOLLOW BLOCK NOR SHO LID IMPACT DRILLS BE USED TO INSTALL pJye pgp�ypNl 70 *14,03**.S*" ' 6.0" 80" 16.0'14.5' 7.5" 4.0" 6.0" 10.5'14.0" 7.0" 3.5' s5" 10.0" CONCRETE SCREWS TO HOLLOW BLOCK __ __ 100 " 3.5" 5-S' 10.0"14O" 7.0" 3.5" S.S. 10.0"14.0" 7.0" 3.S 5.5" 10.0" T12 SMS W/2.75 EYEWALL 43 "16.0"16_0.16.0"Sfi.O"36.0"10.d'14.0"16.0"16.0"11.5" 6.0" 9.5" 16ARMOR INSERT W/25' 53 0"12.0"16.0.16.0"16.0"15.0" 7.5' 11.0"16.0"16.0'7 9.0" 5.0" 8.0" 13_0"EMBED(2000pd MIN CONC) 62 0" 95" 13.5'16.0"16.0"11.5' 6.5" 9.5" 16.0"16.0" 9.0" 5.0" 8ff. 13.0" �\70 0" 8.0" .5"16.0'16,0" 9.5' 8.5' 14,0"16.0"9.0" 5.0" 8.0_' 13.0" LVI100 ".5.0"!8.0' 13.0"]6.0" 9.0^ 5.0" B.O" 13.0"16.0" 9.0" 5.0' 8.0' 13.0" momEMR N ®NNEMom W/1-3/4'EMBED(30ODpsi ■�©mom©©m©mo�am�� ©©©u©©ma©o Km KEN KIM NOW - ® �AAAAA%���A%%A/%////A�,��/A�.�/AAAA/�/AA/%��� •' ®�A//. �/A/A /A//,�/� � . i,' KEN %A/%//'//% - �• '��(y � ,ie j� mil,,/i�i�/�j /AA/ %//A///A///.%///////A///,%/////,%/A%�//A//%A///////////////A% mno%A//AA///%%///�i�%/////.%/%%//A'/////%//Air///A/p//A�/A////////A///A/Ai // ///////�%%//A�/////////7////� Flamml EEO ff i/ / LdE%A �/%i /// //.Y% 16 /A�%� 9MOA/AA/AAS%//A ■�[7a�a0mOCi�©mC-��mmOCIC�OQ ■ �®, ����/'���iii���i�j ������ ;; :, El n;rim ��iii„ ,% .;/ mw WE ® A„eee/e%/e/%/,ee//%�A//%=%iAA/l.,A,A„e„e/%,///'O/,,,//.,ee„e//��%/////.���'////„'//e,//��[�%ee//,'/////,<�L� %///V/0"m Pimm �[�'/AA/®��%/AO,�/AAAA///G� /i% /i/%�A/Ai®® /.%i/ia//s � �A��% •-.- ,.,,.'� /A0iAii/ 10 ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK FRANK LBENNARDO P.E^L 2'MIN EDGE DISTANCE 00 f� Scans Up Tp 6'-0" Spans U To 8'-3" Soars Up To 12'-0" ti k43 CONN TYPE CONN TYPE CONN TYPE 0 ANCHOR CI Q C3 ( C4 CS Cl Q C3 C4 CS CI Q C3 i U Cs _* No Pt�� i12 SMS W/2'EYEWALL 16.0"16.0" 7.5" 9.0" 16.0"35.5" B.5" 4.S',6S' 15.5' 8.5" 4.S' 4.0 7.0"3>t ARMOR INSERT W/1-1/4^ " ' 11.0" 7.0" 3S' 3.S' S.0"" 6" 7.0" 7.0" 3.5` 3.5' S.0" ," 5.5_ ].D" 3.5' 3.5' 5.0" .p•. STATE OF "W Wm 7.0" 3.5" 3.5"1 S.0" 7.01113.5" 3.5' S.0" 7.0" 3.5" 3.5'15.0" i��'•.'D(OflIDA•,.•• p��-•'m s ANCHOR SCHEDULE: WOOD G=0.55 /7I71111111� Z R y W L=J��-, 3y'MIN EDGE DISTANCE I MEW r�nn 01 a G Spans UO To 6'-0" 5pansUOTpB'-3" Spans UpTOlY-0" UaLm 0^D r LOAD CONN TYPE CONN TYPE CONN TYPE °N Op: ANCHOR (� CIC2 C3 C9 f5 Cl C2 C3 C4 CS Cl i Q C3 U C5 W V~W Z 1/4'LAG SCREW WITH 1-3/4 43 16.0"16.0"11.5.12.5'36.0"16.0"16.0" 7.S' 9.0" 16.0"16.0"34.5' 4.5' 6.01' 16.0" MIN THREAD PENETRATION 5316.0"16.0^ B.5" 10.0"16.0"16.0"1fi.0" 6.0^ 7.0" 16.0"16.0"11.5" 4.0" 5.0" 16.0" b ul d s uzi 62 16.0"16.0" 7.0" 8.5" 16_0"16.0"14.5" 5.0" 6.0" 16.0"16.0"11.5" 4.0" 5.0" 16.0" O w Aa 70 �36.0"�16.0"1_6.0" 7.S' 16.E 16.0"12.5'• 4.0" 5.5" 16.0"16.0"11.5' 4.0" 5.0" 16.0" N 1 N 100 16.0"!11.S' 4.0" 5.0" 16.0"36.0"13.5" 4.0" 5.0" 15.0"16.0"I2-5" 4.0" 5.0" 16.0" 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' &5" 4.5" 4.5-17.0- d 1-33°MIN EMBED&1/4-20 53 16.0"30.5' S.5" 8.0" 16.0"11.0" 6.0" 3.5" S.S" 11.0" 7.0" 3.5" V111A 4.0"1 5.0" 55 MACHINE SCREW 62 14.0" 8.0" 4.5"16S" 14.5" 9.0" 4.5" 3.0" 4.5" 7.0- 7.0^ 3.5" 4.0" 5.0" 70 12A" 6.0" 3.5' SS;32.5' 7.5" 3.5" 4.0" S. 7.0" 3.5' 4.0'• SA" 0 IDO 7.0" 3.S' 4.0" 5.0" 7.0° 3.5" 4.0" 5.0" 7.0"3.S' 4.0" 5.0" i14 SMS OR 014 WOOD 43 16.0"16.0"12.5'14_5'16 A"16.0"16.0" 8.0" 10.0"16.0"16.0"I I_5^ 5.0" 7.0"!16.0" m 4°E SCREW WITH 1-3/4'MIN 53 16.0_16.0" 9.0" 11.5"15.0"16.0'15.0" 6.0" 8.0" 16.0"16.0" 9.5" 4.0" 5.5" 13.0" W c Gg 17000 1 "16.0^ 65" 1600" " 7THREAD PENETRATION 160 7.5" 3 50 .0 36.016.0" 9.5" 3..00. 10.0" 4.5" .D 14.0"16.0 9.5"8.5" 16.'1 .0 .5" 1316 A 1 13.0"16.0" 9.5- 4.0" 5.5" 130" .�y.0-1 �n ANCHOR SCHEDULE: WOOD (G=0.42) we =m R5 314"MIN EDGE DISTANCE g rj Scans Up To 6'-0" Spans Up To 8'-3" Soaps Up To 12'_0" > 4$Y o a �� CONN TYPE CONN TYPE CONN TYPE E 3 i G ANCHOR (� Cl C: C3 C4 CS Cl I Q C3 I C4 I C5 Cl C2 C3 C4 I CS " . §ZZ 5 N 1/4"LAG SCREW WITH 1-3/4 43 16.9'126.0" 9.0"110.0"16.0"16.0"116.0-15.5- 7.0" 16.0"16.0" 9.5" 3.5" 4.S' 15.0" MIN THREAD PENETRATION 53 16.0"116.0- 6.5" B. 36.0"16.0"12.5' 4.5' 5.5" 16.0"15.% 7.5" 3.0" 4.0" 11.0" ,^ 62 16.0"16.0" 5.5" 6.5'X16.0"16.0" 9.5" 3.5" 5.0" 15.0"15.0" 7.5" 3.0" 4.0" 11.0" 3 R v 70 16.0"13.5" 4.5`6.0" 16.0"16_0" 8.0- 3.0" 4.0"1 11.5"15.0" 7.5° 3.0" 4_0" e ° IDO 15_0" 7.5" 3.0" 4.0. 11:0_'15:0" 7.5 .3.0" 4.0'111.0^35.0" 7.S" 3.0" 4.0" 11.0" s145MS OR 539 WOOD 43 16.0"1fi.0" 6.5" 10.5"16.0"16.0"12.5"I 5.5" 7.0" 16.0"13.0" 6.5" 3.5" D SCREW WITH 3-3/4'MIN 53 16.0"16.0" 6.S i 8.0" 16.0"16.0". 8.5" 4.0° 5.5- 16.0"10.5" 5.5' 2.5" 4.0" 7.5" a 3 THREAD PENETRATION 62 16.0"11.5" 5.0" 7.0' 15.0.13.0' 6.5" 3.5" 5.0"!10.S'10.S' S.S' 2.5" 4.0" 7.5" ' 70 16.0" 9.5"4.5" 6.0' 16_0"11_0" SS' 3.0" 4.0"1 B.0" ]0.5_' S.5" 2.5' 4.0- 7.5` IDo 10.5" 5.5'1 2.5" 4.0' 7.5" 30.5' S.5" 2S' 4.0'1 J.S' 30.5' 5.5" 2.5' 4.0" 7.S' a a ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK F 4"MIN EDGE DISTANCE `j Spans Up To 6'-0" Spans Up To e'-3" Spans Up To 12'-0" i t; LOAD CONN TYPE CONN TYPE CONN TYPE o = ANCHOR (Ps11 G7 I C2 C3 C4 CS Cl i Q Q C4 1 CS Cl C2 I C3 I C4 CS ggg 5/16"ITW TAPCON XL W/ 43 16.0-116.0"16.0"16.0"16.0"1fi3O"16.0"15.0"16.W'116.0"16.0"15.0" 9.0" 14.0"116.0" 2-1/4g"�HIM.EMBED 53 16.0"16.0"lfi_0"16.0"16_0"16 0"16.0"11.0"16.0"16.0"16.V:12.0" 7.5" 12.0"36.0" �rZ 16.0"IN 14.0"16.0"16.0"16.0'15_0" 9.0" 34.0^16. 16.0`112.11"17.5',12.0 0"16.0".12.0" 7.5" 12.0^16.0" 70 16.0"16.0"11.5"16.0"16.0"15.0'32.5' 80 12.5'16A"16.0":12.0' 7.5" 12.0",16.0" •:a _ 100 16.0"120" 7.5" 32.0".AE 16.0"32.0" 7.5" 12.0"16.0"36.0•'12.0" 7.5" 12.0" 5 o Y 5/16'ELCO ULTRACON W/ 43 16.0"16.0"110.5"14.0"16.0"16.0"IO.S' 6.5" 9.5" 16.0"11.0" 5.5" 6.5"19A" @ f 2-1/1'MIN.EMBED 53 16.0"13.5" 7.5" 11.0"16.0"14A" 7.5" 7.5' 13.5" 9-0" 6.5' LVPHR30IiWIfL101WIWPE 13.0" 5.5" b.5" 9.0" 9.0" 6s 15-2339 9.5" 9_0" 6.5' �? 100 9.0^ //� ii S.S1fi`5" 9_0_ r 5.5 6.5 9.0 6.S' PACE oEscftr O1R t7 _ 2'MIN EDGE DISTANCE _ _ Cl C2 C3 C4 (3 CI C2 C3 C4 CS Cl_ C2 C3 C4 CS y 8.5- #12 SMS W/2"EYEWALL 43 16.0"16.0" 9.S' 11.5'16.0"16.0"14.0" 6.0" 8.0" 16.0"34.5" 7.5" 3.5" 5.5" 11.5' °q9 ARMOR INSERT W/2'EMBED 53 36.0"16.0" 7.0" 9.0".16.0"16.0" 9.5" 4.5" 6.5"116.0"111.5" 6.0" 3.0" 4.5" 8.5` fit 16.0"13.0" 5.5" 7.5^ 16.0"14.5' 7.5" 3.5•' 5.5" 12.0"11.5" 6.0" 3.0" 4.5" 8.5° - O�_-I�__ 3.0" ANCHOR NOTES:SEE SHEET 100 11.5" 6.0-13.0- 4.5-,8.9' 11.5" 6.0" 3.0" 4S" B.5" 11.5" 6.0° 3.0" 9 FOR ANCHOR NOTES. .J