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Florida Building Code Online Page 1 of 2 a BCIS Home ( Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications ( Contact Us BCIS Site Map Links Search b a Product Approval USER:Public User Product Approval Menu>Product or Application Search>A tion List>Application FL# FL13757-R6 v* Application Type Revision Code Version 2017 Application Status Approved 7 C9 `GCyP OSA Comments COG''`� Archived PAF Product Manufacturer CR. try Industries, Address/Phone/Email ab Road ,FL 333091.com Authorized Signature Frank Bennardo frank@engineeringexpress.com Technical Representative 400wThomas McNaston REVIEWED FOR Address/Phone/Email 400 west McNab Rd. Y Ft.Lauderdale,FL 33309CODE COMPLIANCE (954)970-9999 tomj@tc-alum.com ST. LUCIE COUNTY Quality Assurance Representative B O C Oj Address/Phone/Emall Category Shutters Subcategory Accordion Compliance Method ation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Frank L.Bennardo,P.E. Alloi Evaluation Report Florida License PE-0046549 -� Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By ORLANDO L.BLANCO,P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL13757 R6 COI Indepl.odf FL13757 R6 COI Indeo2.pdf FL13757 R6 COI Indep3.pdf Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2006 ASTM E1996 2005 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13757 R6 Eauly Eouivl.pdf FL13757 R6 Eouiv Etluiv2.pdf Q FL13757 R6 Eouiv Eauiv3.pdf http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgk7yHMuov... 10/25/2019 Florida Building Code Online Page 2 of 2 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 16.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757 R6 II Dwal.odf Approved for use outside FIVHZ: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 drawl for allowable span/pressu FL137 Il. f combinations and additiona mitations of use. eated by IndependenMF ird Party.Yes 13757.2 6.8 Streamline Shutter Large Missile Impact ResistamtAccQion Shutter System Limits of Use Installation InstructionVoP..E. Approved for use In H :Yes FL13757 R6 II Dwa2.o Approved for use outside H es Verified By:Frank L.Ben PE0046549 Impact Resistant:Yes Created by Indepe,cAerffThird Party:Yes Design Pressure:N/A ExigRorits Other:See installation drawings for allowable span/pressure FL13757 R6 AE Eval2.odf combinations and additional limitations of use. Created by Independent Third Party:Yes 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 Dwa3.1)df 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,anchorage,etc. FL13757 R6 AE Eval3.1)df Created by Independent Third Party:Yes Rscik Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-182a The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ® eChect M FEE SecurityMetrics Credit Card Safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgk7yHMuov... 110/25/2019 1PAN11L III NARDO1 P.E. 6.8 STREAMLINE SHUTTER L GENERAL NOTES: FOR USE WITHIN AND OUTSIDE THE HVHZ NO PEO04654 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 INTERNATIONAL BUILDING CODE(IBC)AND INTERNATIONAL RESIDENTIAL CODE7-0 (IRC).THIS SYSTEM MEETS MISSILE LEVEL"D"AND INCLUDES ESSENTIAL FACILITIES AS DEFINED IN UNLIMITED WIDTH ASTM E1996-09.SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. SECTION �� STATE OF "r p 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE F<oRIOP..•' W m �o DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODEPRESSURE Ju REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE. l�N LL�a" ° FLO IDA BUILDING CODE SHALL BE LESS THAN OR EpUALTO THE POSITIVE OR NEGATIVE DESIGN /!/� IIII LLl LLN PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. Z¢ o>U 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/2021203 AND ASTM E1886/E1996/E330. 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIIVIDED BY A 1.5 UI P6, ig SAFETY FACTOR. r _ 5. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND W W �N o 1�w ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT 15 ACCEPTABLE BY CODE UNLESS OPTIONAL pLAN VIELV t'ii1 w^ z CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. 3: 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND z In w s xw LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. n °w W 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE W 0 p DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR W WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0.85 N SHALL BE USED. 8. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC =a G SITE. a ^, 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL w ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME a PRODUCT APPROVAL USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER Q a n 611315-23 OF THE FLORIDA ADMINISTRATIVE CODE. 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE Qrc� CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR Fa gi g VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM g o THE STRUCTURAL SUBSTRATES DETAILED HEREIN. At prl 11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL °b d DOCUMENTS. Zm' 12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING HURRICANE PROTECTIONPiLL I 111111 111 11 1 11 11 11 1 `- BOTTOM OFFICIAL MAY REWIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SI�NED,DATED AND TRACK f a SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE E r DEVIATION ASA CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL. LocKtrvG MECHANISM,SEE . ut 0 13. EACH SHU*ER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM TYPICAL PLAN VIEWS E 3 g m INFORMATION: TOWN&COUNTRY INDUSTRIES a FORT LAUDERDALE FL TYPICAL ACCORDION MISSILE LEVEL D-ASTM E3886,E1996&E330 SHUTTER ELEVATION TAS 201 202&203 FLORIDA PRODUCE APPROVAL NUMBERTABLE 2• i N.T.S. EXTERIOR FEV 14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 15. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A MINIMUM SEPARATION FROM GLASS MINIMUM TENSILE STRENGTH OF 60 K.S.I.,U.O.N.POP RIVETS SHALL BE 1/4"0 OR 3/16"0 5052 ALUM.ALLOY. 16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR NON•HV14Z ESSENTIAL BOX LOCK AT CENTER OR SIDE CLOSURE. HVHZ FACILITIES $ 17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. 18. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. SHUTTER ppeA 19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". SPAN INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS a a g 20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. 5 30'ABOVE >30'ABOVE 5 30'ABOVE >30'ABOVE 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. GRADE GRADE GRADE GRADE s! 9 a 22. SHUTTER MAY BE INSTALLED WITH UP TO(2)ADDITIONAL BLADES OF SLACK. 23. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 72" 2-1/4" 1-518" 2-3/8' 1-5/8" 13 TABLE 1: 99" 3-1/2" to/8" 3-6/8" 1-7/8" TABLE 1 NOTES: 120" 4-1/8" 2" 4-1/4" 2" ACCORDION SHUTTER 1. DESIGN PRESSURES SHOWN IN"ACCORDION y Qy� 'Lr 144" 4-7/8" 2" 5' 2" @ 9 SHUTTER SPAN SCHEDULE"ABOVE ARE @ MAXIMUM ALLOWABLE DESIGN PRESSURES TABLE 2 NOTES; •�c SPAN SCHEDULE 1. HVHZ AS MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. AT EACH RESPECTIVE SHUTTER SPAN. 2. - VHZ:DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND BROWARD CO COPifGl�lfFRANRLB@&WMP.E POSITIVE NEGATIVE 2. LINEAR INTERPOLATION BETWEEN SHUTTER Fes- SHUTTER DESIGN DESIGN SPANS IS NOT PERMITTED.FOR SPANS 3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND 15-2339 SPAN BETWEEN THOSE INDICATED ABOVE,THE ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ PROVIDED THAT SHUTTER HAS A PRESSURE PRESSURE r Q - o - PI SF) (PSFI DESIGN PRESSURES FOR THE NEXT HIGHER MINIMUM SPAN OF AT LEAST 30". SHALL BE USED. 4. INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ WITH SPANS LESS THAN 30°SHALL " AVE 2-7/8"MINIMUM SEPARATION FROM GLASS WHEN 5 30'ABOVE GRADE,AND 1-5/8'WHEN>3D' A E. 99" 70 70 S. LINEAR INTE PANS IS NOT PER EEN THOSE a� 53 53 IN ABOVE,THE SEPARATION FROM HIGHER SPAN SHALL BE USED. �7 Q144, 43 40 6. SEPARATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM Liul x E1996-09. SEN PROJECTION VARIES `���lll /REo045549 ruaoo,P._E., 0. is,2.874' 4.874'MAX. •"S P-10 �.`�.j. �,,•-. " r " �ry-*..6.111- ,-•;: ryr ° i./ NI ..*..0.4.6.5G141 ' 0.062" 0.450° O 1.706" 0.100' - 0.062" 1.708' 0.100° 2.820° S7A1E0.195" 0.096" 0.195" _ ��=>•.uQ++i/N 0.060"P0.07 OF 0.12 0.630ti 1.908" 4ORIDA HMaLLSU� ,^ s Bxyts��� S 1.993' 0.630. 0.062° 0. 0° 0.062° � 0. 0.143" 0.0rI -L 069--1 0.143° WI<u w O0.L200' }1.069" 1.069"4 0.062° 00" 0.630 .6 Z 0.06" 0062 'I nEL •SUPPORT LEG OPTIONAL1. 'D.200 " 0.062" .r ®'5.745" 069' x1.069A WW ON80 0•q - W 5.745°MAX. (neea7 Lj WA O BUILD UT WALL O STREAMLINE CEILING TRACK O STREAMLINE WALL TRACK O HEAVY HEADER/SILL O LITE HEADER/SILL owii d � SCALE: F SIZE SC .HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE.HALF SIZE SCALE:HALF SIZE �O N ROWN,SCREW BOSSES &FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS �n 0.874"}- }--2.655' 0.875° 2.195" I 0.510" 2.195" " 1.2n3 0" 0.060" II �mv.rn e1.2290,105 I 1 0.7 y 2.655" 0.105 2.362" 069"1 _._ .( � 4.84' " 0 E631 0.105. 0.075° 1i 0.994" -+ 004 ¢3�SfQc, J om�g���l 1.069 1 4. IR 0.075' 4510" NOTE:TESTED THICKNES ¢0.781° 4.510' BARE METAL W/O PAINT; ISS 0O.F039" m s O7 SILL Og SILL ADAPTEROg EXTENDED SILL �p EXTENDED SILL ADAPTOR �� ADJUSTABLE SILL BOTTOM 13 6.8 STREAMLINE SLAT/BLADE SCALE.HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE 6 �Hill1�� --{ t 0 0.080°X0.010.11580"0.477" aa� 0.143" 0.1 0.590" 0.341" 1.708"4 0.143" 0.096" .06 0.070" 0.245" 0.060"0"9, L 4.753° 0080" 0.117" 00.090"n 4.510" .096' 0.08 0.044° 0.2271- 0.682" 00.060" 080WPYRD�a Ifa�RUKKa�L.IeEEEEe!�tPey•YAgg@ie@@GS�deF DOPE .630 .693" 15-2339 NOTE:THICKNESS OF BARE 2.822" 1.625"� }--1~0.421)" _ y METAL W/O PAINT IS 0.039" sem' p _- _ - ADC DESCRIPTION: 15 6.8 STREAMLINE STACK 16 RADIUS CEILING HEADER/SILL 17 6.8 STARTER S1) WALL SILL CLIWALL SILL SCALE:HALF SIZE SCALE HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE _ _ - FRANK L.eENNARDO,P.E. 1.950' 1111111111/I aPEOD"549 0.610" STAINLESS STEEL .280"{--} �0, NYLON WASHER OR \� Q.P.NK•L1 ,,, T ASSEMBLY ALUMINUM Q . 0.320"0 HOLE c w r 0.050° }--}0.357" * .. No �, •• v O w 0 #10 x 2.3/4'420 HT S.S. 0.276'Idly �b: g65,19 � Y c 0.880 1 NYLON •d a ao SCREW W T _A. Sq ._ ni 0.0 WHEEL U O INSERTS / CULTRACOTE T 0.591• 9 0.120"o COATING in �_� 10 .�.y �r INTO NP TOP Bt 0.062" 1 S a 1.100" 0.240" L TRACK ) rmi• ({1•,• TgTF •'1 7 = NYLON BUSHING W/WASHER: 'els•'•�OqI OF F IM+1 $� I I INSIDE DINT AT TOP.TYP.AT EVERY OTHER 0.750° I �' ,DA ui' �5° � 0.870" 7/16"0 x 1/2"@ INTERIOR JOINT TOP 0,154' }-0.137° �i� °t J CYLINDER-SOLID BRASS,NICKEL PLATED 7/16°0 x 1°@INTERIOR]OINT BOTTOM �i,,, ENG,, }�� LLN 'A % O ANGLE EITHER CAN BE USED ON EXTERIOR FII 11111 W O ui= 19 HOUSING-ZINC DICAST,POWDER COATED ? R ASSEMBLY F SCALE.HALF SIZE 22 SCALE. F SIZE NOTE: MAY BE KEY OPERATED OUTSIDE 24 BUSHING ASSEMBLY DETAIL 2B BOX CENTER INSERT z SoQ i o _. SCALE:HALF SIZE SCALE:HALF SIZE m OR KEY/THUMB TURN OPERATED INSIDE. Z OROlip j }D.z50" 23 BRASS PUSH LOCK W u ww a SCALE.HALF SIZE 3:rL O N a'6Ww R0.155" 1 978" 0 W&RO.500' 4.000' 0.236' 1.742° 0.286° 1.603" D 0.500" 0.623" 1.710' 1,224" 0.267" 0.790" 0.090" 0.319° m 0.531' _ 0.531° m �. 0.064' 2.250' j m 0.09 0.250" c c m �26, 0.607 �! 0.607" mW•�Y 0.118' 4�0.224" 0.239° �• � N n n }- 0 2.750" 2.000- O.OfiO" 0.496' 0.240" ti L 1.758" 'A M 1. 0 m 27 RAINGU ARD B DECORATIVE FLOOR TRACK 3.476" L 0m 1 8' SCALE:HALF SIZE SCALE:HALF SIZE 0.160" 0.240" �_po0� 10.222" Y 1.00140.062° 0.062" - 0,062" �0.176° '€ u< 30 UNIMATE LOCK31 MALE BOX CENTER FEMALE BOX CENTER pmp f pq SCALE-HALF SIZE SCALE-HALF SIZE 32 SCALE:HALF SIZE 5 Q 0.062" } E o g } 5,500"x 13/16"g WIDE }--}0.400°f� 167" 7/16'0 STAINLESS m STEEL NUT r�fl 6 n 30 0.125" I -1--- -} I:�-T--t- 0 0.438" LL 0. " 5/16-18x1 MACHINE SCREW v '1yo? 1 " 1 0.689" POWDER COATED,ZINC DIE-CAST 5/16"0 INTERNAL STAINLESS STEEL o. m 0.121" T4.500" f---♦' THREAD '^ N � SECTION A HEAD STYLE VARIES �- 1.050^1 !� DELTA MODEL 2022 3g T-LOCK ADAPTER 37 T-SCREW INSERT 38 THUMB SCREW - INDUSTRIAL SYSTEMS (OPTIONAL) SCALE FULL SIZE SCALE-FULL SIZE o 0.254" 4OD 40b 40c a 35 BOX LOCK SCALE:HALF SIZE v 0.319 o SCALE.HALF SIZE END STRIP 1" o 1 2.000" P-l.fizs^ }-l.soo°-{ �ro.lzs° 2" & 3" EXT e SCALE HALF SIZE 0.125" IT T 0.0 0.093° 0.125" 0.085" n $ 0 0.125" 0DWPoGRIFRWCL!@♦#=PE "' 0.250° 0.093° �^ 15-2339 o ¢ N PFwe oeenamoNl 7.000"- I - O2X7 ANGLE 20 ALT. 1" END ST21 1.5"x3"x0.093" ANGLE 25 2"x3"x0.125" ANGLE 39 RIP SCALE.HALF SIZE SCALE HALF SIZE SCALE.HALF SIZE SCALE HALF SIZE • FpµI�L, ENNARDO P.E. ANY ANCHOR PER ANCHOR EDGE DIST. ` `\\Yv�bb� ,- F•I f }s( SCHEDULE @ 18"O.C. E%ISTING DIST. 1GE GLAZING SEE END STAIR:L LN SCHEDULE FOQ f4Alc: No E004 '•0 A .ANGLE EMBE �•+ SPAN WHEN USW-40a,40br11 EMBED. (INTERIOR) LEG D RECITON II II1/q" OR 6.8 STAR7�R,,�� u O 7H - f F7 iY 7 a0 lC 7 MAX. WITH 21 OR 2 A'�'• IO� O u~e'p c MIN.0.062"THICK 6063-T6 ALUM. Wt 3o ANGLE 1"x 1"MIN.TO 2"x S'MAX. 21 25 EDG (ANGLE LEG MAY BE REVERSED) DIST. 38 ANY ANCHOR PER ANCHOR (2)*IOxANGLECREWS AT W/ / I IZI �;V CORNER,TOP&BOTTOM;AND 13 13 13 SCHEDULE @ 18"O.C. ATTACH TO 6.8 STARTER W/ z pL m niv 13 S12 x 1/2°GALVANIZED OR 5.5.SMS, SS.SMS,3/16 0 AA UM.POP W w ALVANIZED OR ON96.80"(TYP.) 3/16"0 ALUM.POP RIVET,OR 1/4-20 RIVET OR 1/4-20 MACHINE u'4 w" z USE(1)BRASS PUSH LOCK OR(1) MACHINE BOLT&NUT @ 18"O.C. ALTERNATE END STRIP DETAIL BOLT b4 NUT @ 18"O.C. 3 r i (EXTERIOR) 5/16-18�T UMB SCREW INTO THREADED WITH 6.8 STARTER AND ANGLE yOC dxu INSERT(37)AT 1/3 SPAN TO 2/3 SPAN SCALE:3"=1'-0'• ANY TRACK W/ W TYPICAL PLAN VIEW FROM BOTTOM OF SHUTTER.RECEIVING END STRIP SCHEDULE SCREW BOSSES. b p HOLE SHALL BE 3/8'MAX WIDTH,UP TO i4 SCALE.3"=1'-0" 1'HEIGHT. PSF SPAN 1'B/O(2.7") 62 108' 72 100' rn 40 82 84" USE(1)BRASS PUSH LOCK 12 80" OR(1)5/16-18 THUMB 132 75' SCREW! OTHREADED LOCKING DETAILS FOR 2'B/O(3.7' 62 85" SEE END STRIP INSERT 37 AT 1/3 SPAN CENTER MATES 72 8" U1 SN TO 2/3 AN FROM 'D SCHEDULE FOR MAX. m BOTTOM OF SHUTTER. SHOWN ON RANDOM 8" SPAN WHEN USING RECEIVING HOLE SHALt&N\ 30 DETAILS 3'8/0(4.7') 62 86" 3/8"MAX WIDTH,UP T13 4D 72 70' 20,40a,40b OR 40c, ,e 1"HEIGHT. 7" H- 1/4" OR 6.8 STARTER m rn� m ALT.1"BIO 82 110.. S®� _ MAX, WITH 21 OR 25. D c u p M Y (2 102 a 82 1 85" \ 2 Lb c rN 20 112 81" 40 40 USE APPROPRIATE 132 1 75' STARTER STRIP TO �a 6 - - - '-- ----- 1.5'4" 45 83" 4O 20 PROVIDE CLOSURE L 13 x0.083' 52 87" FOR 57 g1, BUILDING CONDITIONS.50 c j (INSIDE)23 21 64 78' FASTEN STARTER STRIP a " TO TRACK W/(2)#10x1' S 73 73" SCREWS AT CORNER,TOP 5/ x0.126" 62 129"" ALTERNATE END STRIP DETAIL a BOTTOM Q Id aJ N ANY TRACK W/SCRE\Y L - g 13 �+ 60 1201SCALE 3"=1'-0" na a m 2s 64 118• BOSSES. n I uaF 70 1 111" L.J 2 w w 73 1 100" nSILL O' W FOR GREATER SPANS OR LOADS THAN ID SHOWN IN END STRIP SCHEDULE,END K � � STRBS REQUIRE A 1'x1'.090'CDP ANGLE �:1�2 V) MID SPAN USI NG ANY ANCHOR ON THE EXISTING GLASS ` 0 Z ANCHOR SCHEDULEŒ/4-TEK tl ? Ci v SCREW OR 1/4.20 BOLT TO END STRIP.SE(1)BRASS PUSH LOCK ;�@ w USE(1)BRASS PUSH LOCK (INSIDE) ��@ ate-' OR"'5/16-18 THUMB i OR(1)5/16-18 THUMB 13 a m [I SCREW I2I�0 THREADED 3U ¢ INSESCRRT 1370AT RE3 SPAN SILL ' INSERT l3"/)AT 1/3 SPAN z a a TO 2/3 AN FROM m f TO 2/3 S AN FROM J BOTTOM OF SHUTTER. (OUTSIDE) � a BOTTOM OF SHUTTER 1 RECEIVING HOLE SHALL BE 3/8"MAX WIDTH,UP T a s T HEIGHT. 23 3• R oTYPICAL OUTSIDE CORNER CLOSURE oDETAILS WO/CORNER POST 35 30 Z���ka E NTS 13 30 COP111 MIRMLBERINIDOP.E 'Ala SILL 31 3215 13 23 (OUTSIDE) 15-2339 USE(1)BOX LOCK AT 1/3 SPAN T02/3 SPAN FROM WADI De&OUy►iOM: - BOTTOM OF SHUTTER ! TYPICAL INSIDE CORNER CLOSURE - CC2 DETAILS WO/CORNER POST MULTIPLE SHUTTER ASSEMBLY ^ �� Q _ NTS Eww SCALE:3"=T-0" d ma i. I FRANK L BENNARDO,P.E. Cl CONNECTION TYPE REFERENCE ANCHOR EXISTING HOST SCHEDULE FOR MAX. STRUCTURE _ SPACING +j i Cl CONNECTION TYPE 3 7' MAX. 1/4-20 MACHINE BOLT \ REFERENCE ANCHOR 1/2' W/NUT C.)12"O.0 OR = 4L pp / \ SCHEDULE FOR MAX. 0 #14 SMS @ 6"O.C. SPACING 1/2° (TYP.TOP&BOTTOM) IN 2 FASTENERS ALUM. TUBE 6063-T6 ALLOY AT 0 rn EACH ANGLE SEE TABLE A FOR SIZE. J mN 5 R 6 OR/ `� >n TIMI ❑ T R t^x 2"u 1/B" ALTERNATE THRU BOLT .l— O❑ OR 2'x 2'•x 1/B" I Cl CONNECTION TYPE o❑ _�I �IN ssa ALUM.ANGLE _ REFERENCE ANCHOR MIN.GLASS SEPARATION _y 4� �a W gLL LIr 1y SCHEDULE FOR MAX. 13 , y 0] w0 13 I �•(� -_ _-- 1 SPACING PER TABLE 2 - — THREE 3/16"B ALUM. ° I ¢ ZX � G a POP RIVETS OR I7-T I GLASS I ¢m WW �eNi W z THREE#12 SMS, TYP ° 17 OR DOORXNV)3/16"m ALUM POP X ILu RIVE TABLEA CC3 17C°116�OR 1TYP 12 I^S (. '— AER � top a I5 OR 6 OR z❑PRESSURE VS ALLOWABLE LENGTH \�O MAY USE MALE ORp2"X2 350'x1 8' VIPSF ,No Q/G'xl FEMALE LOCK-SLAT62188" 13 ALTERNATE THw I 1/4'•MAX.FROM PIN C5 CONNECTION TYPE LL 72179' TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR R CONNECTION TYPE GUIDE R BUSHINGB2172' REFERENCE ANCHOR � WASHER ITYP.)NTS SCHEDULE FOR MAX. SCHEDULE FOR MAX1992165' SPACING102160' 14x3/4' SMS[m 9"0C ANGLE TO TUBE CONNECTION N m 120 150 104" 147' TABLE B(cc4) EXISTING HOST 2"x 2"x 125" 0 1 O r 9r 131• EMBED. 6063-T6 ALUM TUBE fL 200 88' 114" PRESSURE VS ALLOWABLE LENGTH STRUCTURE - ?�� _` 5 CONNECTION TYPE g EDGE DISTANCE � Wx2°.7 8° 3'50'x18° REFERENCE ANCHOR PSF WITH�O WITH0 SCHEDULE FOR MAX FFF--- SPACING 62 113" 166" c � 72 107• lsr FASTENER 18"O C, Cb ALTERNATE BUILD OUT MOUNT SECTION = o g (USE ANY ANN CHOR SHOWN 02 101' 147° IN ANCHOR SCHEDULE). SCALE 3"=1'-0" 92 95, 13V R 102 9ir13 Br x' F� 120 83' 122• IL��7i1, N 150 74109' w ^ 200 64' �� F~-L m ^ w 2"0"6 x _ F ❑7 3/16 RIVET OR#12 SMS 090•'6063-T6 13 I°o z ry MN GLASS ] IA w (°l 18"D.0 OR 1/4-20 ALUM TUBE TYP v+ z w a C ,A 4 w EPARATION M E NUT&BOLT(TYP I ¢ PER TABLE VI m LUM,POP ¢m IA ALUM. TUBE #12 SMS far GLASS 2 X ❑zm n� zao: OR DOOR ¢ �¢¢ 8as���� g 6063-T6 ALLOY .(TYP.) w F oo a� �J C� SEE TABLE B FOR SIZE. /16R0 ALUM. .CONTINUOUS ALUNINUM N GYP. 3 16uN1����IGLE ORIE 1"x 2"x.093"6063-T6 OPTIONAL ANGLE INSIDEALUM.ANGLE,TYP. TS OR 1712 SMS,TYP. EO E OR 2"x 2"x 1/B" 4 CONNECTION TYPE 13 ALUM.ANGLE EDGE DIST SCHEDULE REFERENCEFANCHOR OR MAX. USE MALE OR FEMALE SPACING ODPfWf4ffFRAM(LlBOItl✓DOPE LOCK-SLAT EXISTING CONCRETE, 13 13 BLOCK OR WOOD FRAMING 15-2339 (OUTSIDE) EE INSIDE SILL MOUNT SECTION PAGE DEECR1V110N1 OR x 1/2"GALVANIZED SCALE:3'•=1'-0" OR S S SMS,3/16'•m ALUM. CC4 TYPICAL CORNER CLOSURE DETAILS SIDE CLOSURE OPTIONS POP RIVET,OR 1/4-20 NTS MACHINE BOLT S NUT SCALE 3-=1•-0" 99 Cnl 18"O.C. � ' FRANK L BENM7,P.E. P 00665/9 !KS CONNECTION TYPE R I I H -'' -�z REFERENCE ANCHOR EXISTING z SCHEDULE FOR MAX. STRUCTURE %� _ o O SPACING¢O GLASS w C1 CONNECTION TYPE 5"MAX GLASS 0:w- 1/4-20 MACHINE BOL`f OR DOOR �' OR DOOR w w REFERENCE ANCHOR O W/NUT 12"O.0 DTt •Q F< tY- I-N I SCHEDULE FOR MAX 19 #14 SMS(al 6"O.0 13 I"'a MIN 13 _ =w SPACING 1/2•• (TYR.TOP 8 BOT TBt'II f�• N: GLASS H Z u m - 1 *- 1/4"-20 THRU BOLT W/ GLASS X V'm EPARATION u_W Q /2•. T3 ~ EPARATION Q=tt Q #14 u 1/2'SMS Cal 12"O.0 Z 2 f- W LOCK NUT(al 12"O C OR I F w PER X w r 12 x 1/2"SMS(al 12"O.0 E.S OR 3/16"0 ALUM POP Q u O Qa w PER r- TABLE 2 vl 5 OR 6 O.RJ UM' OR 3/16"0 ALUM POP TABLE 2 m j RIVETS Cal 6"O.C. OR 1/4"0 L u N o .8ORg6 vi RIVETS Cal 6"D.C. E.S. u I ALUM POP RIVETS(al 12"D.C. Q u� R 1/4"A ALUM.POP RIVETS / 11 AND - / - Fp FON.GLASS H w / / / UU Sp,gp Cal 12 O.C.E.S. ASSEMBLY 1/4"MAX.FROM PIN SEPARATION w w I-j 1<9 u7w t / 1/4"MAX.FROM PIN 1/2••T./p GUIDE TO BUSHING i3 H"' o f0 ZF 09 AND 10 GUIDE TO BUSHING WASHER ITYP.1 PER TABLE2 j V11S 0'- Z t L 01y J W N V ASSEMBLY WASHER(TYP) mw GLASS 777rr1 Z r z u m WW tl~W^ 2 TYP. EXISTING CONCRETE, w 3 CONNECTION TYPE OR DOOR—yl o BLOCK OR WOOD FRAMING u X Z oo Z F y d=w m EDGE REFERENCE ANCHOR Q J Q ¢ w / SCHEDULE FOR MAX. o d O W w �f 4 CONNECTION TYPE DIST. L „ w q REFERENCE ANCHOR SPACING u'A �O // D SGT. SCHEDULE FOR MAX. Q SPACING AS SHOWN Z-C3 CONNECTION TYPE IN DIAGRAM ON PG.9 o N REFERENCE ANCHOR p ; (5]O0 60R G SCHEDULE FOR MAX. EXISTING CONCRETE, o 33J \ SPACING ALT FASTENER BLOCK OR WOOD FRAMING /2•, 1/4"MAX.FROM PIN LOCATION FRONT AND Cl CONNECTION TYPE GUIDE TO BUSHING 1/4"MAX FROM BACK ANCHORS NOT REO'D O INSIDE MOUNT SECTION REFERENCE ANCHOR 1/2" �O WASHER(TYP.) W.� WITH THIS LOCATION B SCHEDULE FOR MAX. 1g -d PIN GUIDE A SCALE:3"z V-0" SPACING BUSHING WASHER O INSIDE MOUNT SECTION ec TYPE � G1 ITYP.) p' REFERENCE AN ya p m J SCALE 3 1'-0" SCHEDULE FOR MA O m <M EXISTING CONC E, SPACING �pa m� K / BLOCK OR WOOD F MI EMBED. u l¢re Co BUILD OUT MOUNT SECTION T� u TYP BOTTOM EXISTING CONCRETE. SCALE 3"=1'-0" �a x R BLOCK OR WOOD FRAMI G �✓ E 0 cS S E EDGE DIST EXISTING a og NOTE.FOR DETAILS A.B.D,AND E ON THIS SHEET, 4 CONNECTION TYPE STRUCTURE m `r THE BASE TRACK MAY BE INSTALLED IN SECTIONS REFERENCE ANCHOR EMBED WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS o 5 CONNECTION TYPE A MINIMUM OF TWO SETS OF ANCHORS AND ISA SCHEDULE FOR MAX. REFERENCE ANCHOR R MINIMUM OF 12"LONG.THE SILL OR CEILING TRACK W EO E S 6 SPACING SCHEDULE FOR MAX b USED WITH THE BASE TRACK MUST BE CONTINUOUS SPACING OVER THE GAPS BETWEEN SECTIONS. 3 16 tt r' 1/2" w Cl N fi GLASS M 70 8 OR DOOR IN F' �t1 O GLASS 13 F' I O- I-w . Fo; #12x1/2"SMS Cal 12" EPARATI = 0_"' ww�-m �d Vill �wH O.0 OR3/16"O ALUM vER VI o'.M F,q=per ® F.w70 POP RIVETS(al 6"O.0 TABLE2 Q 13 0 �Aw is IA I O C X oz, GLASS OR 4 I- OR 1/4"0 ALUM POP ¢ MIN.GLA I I `g Mww Q Q DOOR q um 13 I2 I� RIVETS 12"OC E Oa �OVIQ FON GLASS M H Z m Cd u N PER TABLE 2 X z O z F- m SEPARATION 47 O N Q Q J 0:Q RAM g PER TABLE 2 X z' F 0. M 1/4-20 5.5 MACHINE Q w�Q O7 AND OB o Iq � u OIL 1/4"MAX.FROM PIN r j, SCREW 8 NUT(al F u N ASSEMBLY 1/2" GUIDETO BUSHING Q edg _ 12"0 C Q TYP. WASHER(TYP 1 wo )jyGG �yp GLASS 1/4"MAX.FROM PIN X CONNECTION GUIDE TO 6SY@@ @@ gItl3 OR DOOR - 1/4"MAX.FROM PIN m - 4 CTYPE w o 1/2'• GUIDE TO BUSHINGlip w 4 !f� i`+x E WASHER(BUSHING TYP I EDGE REFERENCE ANCHOR O WASHER(TYP) Hy B 5©m EXISTING CONCRETE, DIST SCHEDULE FOR MAX 00%BIOIRRLW(LBBOVIRIMPE BLOCK OR WOOD EXISTING CONCRETE, SPACING AS SHOWN 2 CONNECTION TYPE 15-2339 FRAMING 4 CONNECTION TYPE IN DIAGRAM ON PG 9 REFERENCE ANCHOR /^' -- -OR---- BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX. - "x 3"x 1/L"CONT. 3 CONNECTION TYPE #12 x 1/2'SMS Cal 12" SCHEDULE FOR MAX SPACING pA_GFDEAMPTTONf 063-T6 ALUM.ANGLE REFERENCE ANCHOR O.0 OR 3/16"0 ALUM, SPACING.ALT,FASTENER EXISTING CONCRETE, LOCATION.FRONT AND _ AY BE REVERSED SCHEDULE FOR MAX. POP RIVETS Col 6"O.C. BLOCK OR WOOD FRAMING or SPACING BACK ANCHORS NOT REO'D S SHOWN DASHED) OR 1/4"0 ALUM.POP WITH THIS LOCATION O 12"O.0 RIVETS WALL MOUNT SECTION @ . O WALBU s D O CEILING / INSIDE MOUNT SECTION L/ ILD OUT SECTION r0 SCALE.3"=1'-D" SCALE:3"=1'-0" O SCALE:3"=1'-0" - - . _ - - 11I I FppNiC L.BENNMDO•F.E,•• MIN GLASS GLASS SEPARATION z-, OR DOOR PER TABLE 130p ti r• U GLASS OR D u DOOR ~ :• NO pf65q .• =W Zd GLASS OR MN.GLASS w.N DOOR SEPARATION d=K PER TABLE "� 70N � X MR GLASS w w STAB L r w SEPARATION � I 2~ PER TABLE \F W=r sl N Zw x =zp !/��IIII y��uf V > ? UIV p y w r} d < �UtIO OS..... _ Q ` X w¢M 13 zou ZX �A:W m 13 d x If, of In I g o Z C1 CONNECTION TYPE a o Z 3N p RE ERENCE ANCHOR d wW �.•I W ryZ =� -- 1/4"MAX FROM PIN GUIDE a TO BUSHING WASHER(TYP.} 28 d SCH DULE FOR MAX a g�g�• 53 N .250" SPACING d N N a Z TWO 1/4"0 WOOD ` Lu LAG SCREWS @ 24" —C4 CONNECTION TYPE �r� '250 wp °' ¢ O.C.MAX.WITH 2" REFERENCE ANCHOR H 8 THREADED PENETRATION /p SCHEDULE FOR MAX 8a .•i '•T"INTO CENTER OF 2X STUDS / m SPACING /t9 m it g EMB."7-- 14 SMS @ MiDSPAN BETWEEN m Dt57. •/ r` STUDS FOR TRACK TO 1"x 4" „/ EXISTING HOST ST UCTURE PLYWOOD 8 TUBE CONNECTION / STUCCO FINISH I"x 4"x 125" 6063-T6 ALUM.TUBE � N DECORATIVE FLOOR ACK DETAIL t 0 i WALL MOUNT SILL DETAIL W S DETAIL TD BE USED WHEN STUD SPACING SCALE:3"=1'-0" `--'' SCALE:3"=1'-0" ` m 5 QCEEDS THE MAX ALLOWABLE ANCHOR SPACING. zti l/WALL MOUNT SECTION r zE Om �.! FA ETAIL MAY ���I�IIIiii���O�1.9>L SCALE:3".1'-0'• BEUSE2T TOP c a � FD , E 3� og i �e ACCORDION SHUTTER w 0 PER PRODUCT APPROVAL r o —GLASS r o MIN GLASS OR DOOR h " _ `a SEPARATION i3 Z N In ' PER TABLE2 N EXISTING WOOD(G=0.42) R APPLICABLE AT TOP z TRUSS OR RAFTER 2 $ AND OR BOTTOM x d X d @ 24""MAX.O.C. 1-1/2'1-t/2" n z w E var EXISTING FINISH I I I 2"OR 3' MATERIAL A •I $ p ry 1/2°MIN. TO FROM PIN GUIDE 2••x S"x 6063-T6 ii li is $ TO BUSHING WASHER(TYP) ALUM ANGLE W/THREE 2"x3"x°Ia XCONTINUOUS OR 2.175" 3 16 1/4"TILE(TYP.) 1/4"0.WOOD LAG it I' it e 2"x2°x'3rCONTINOUSO5 I" FINISH MATERIAL SCREWS WITH 2-3/4" I est da"�e� MINIMUM THREADED 6061-T6 ALUMINUM ANGLE3/4" 3/4"PLYW D00 pENETR "T"IN WOOD @ 5 6 0.9'MIN.THICK 6061-T6 ALUM TRACK x 1f40 A325 GRADE THRU BOLT @ 7"O.C. EACH RAFTER OF TRUSS, 5!�It ANGLE FASTENED TO FASTENED TO ANGLE WITH I/4-20 f OR 5/16-0 A325 GRADE THRU BOLT @ 12"0 C 24^O.C•MAX.WHERE p mMACHINE SCREWS AT 3'FROM ENDS GAL V.OR S S ANGLE EXTENDS BEYOND EXISTING 3 KS1 CONCRETE AND 9'O.C.FOR THE BALANCE LA57 TRUSS MORE THAN e HOST STRUCTURE WITH 1/4•'m ELCO UL7RACON TO CONCRETE/CMU FM tle'4I ELCO ULTRACONS A7 EXISTING CONCRETE HOST 6", EXTEND ANGLE 7 0 w 5"O.0 W/i-1l4' MIN.EMB. G'w e 3'FROM ENDS AND 4'O.C. 2-1/2'MIN.. STRUCTURE(3000 PSI MIN) NEXT TRU55, OR 1/4"0 LAG SCREW @ 9"O.C.W/1-7/8" zN p,. � ? £ }s FOR BALANCE WITH 13'x" MIN.EMB, IN WOOD SG=0.42 TO 0.55 13 r A_ S 1¢ E §S MIN EMBEDMENT AND 2 M=AT -0"MAX SPAN: EXISTING CONCRETE, In�p,�m MIN EDGE DISTANCE, HOLLOW BLOCK OR / L�_ a WP/RICMFlUN(L�fIMGOFB STAGGERED WITH 3"MIN. M -0"MAX SPAN: WOOD FRAMING.SEE 2"x 5"x 1/8"CONT. a a a~ 15-2339 SPACING,TYP. ANCHOR SCHED ALUM ANGLE(6063-T6} L u 6t`21i21 BASED ON TYPE OF OBUILDOUT MOUNT STRUCTURE ¢ �weE DESUnniONr HO SCALE:NTS' (MAX.DESIGN LOAD z 72 P S F PASS THRU DETAIL TRUSS MOUNT SECTION X99 HO SCALE 3"=V-0- SCALE•3"=T-0" r^---I Lt�Jt/ EXISTING HOST ALT.LEG DIRECTION STRUCTURE 1/4"ALL POINTS SOLID SET ANCHORS WITH 7/8'MIN "--- 12"MIN FROM EDGE OF ACCORDION EMBED IN CONCRETE OR HOLLOW BLOCK,3'MINIMUM EDGE OF SHUTTER, SHUTTER BLADES ROUND WINDOW �112 ' CING,AND 3'MINIMUM EDGE DISTANCE TOP OR BOTTOM ASSEMBLY v _ (2)6063-T6 ALUMINUMANGLES PER BEAM END,SIZE 0"' 0 6549 PER SPAN TUBE SCHEDULE EMBED. SPAN TUBE PER __ DESIGN SCHEDULE U p Nv EDGE OF ACCORDION BI Z ACCESS HOLE 1/4-20 MACHINE BOLT W/NUT @ ��� E F~a'• ! SHUTTER BLADES g u 12'O.0 OR 114 x 3/4"SMS 6'O.C. p 3.5'MIN ¢ i�lS 4 �a i v TYPICAL m - {..1/2'MAX. ,{mu I pc r 5 6 C� �v Q�4UE 85 3'MIN -1- 13 zSm Z^ 2.875"0 HOLE O RECEIVE EDGE 3 16 z=Q IgH t7 LL ROUND WINDOW ASSEMBLY) DISTANCE MIN.GLASS ~ [�ppZ MAXIMUM OF 3 WINDOWS EXISTING A SEPARATION w ZO j LUL oN_1^ W PER EVERY OTHER BLADE GLASS OR .o.3 O'i W ®z DOOR =p3uU 1 LIGHT-N-VIEW WINDOW o k EDGE 2"1/r MAX a< 1'MIN0 LU ai 8 N.T.S. EXTERIOR El =O DISTANCE N In ~ zmm 1 5 6 O O 3 16 1/4"MAX.FROM PIN GUIDE N ap .Z.z Z TO BUSHING WASHER(TYP) IN 'h W ACCESSJ1/24_020.Co MARR 4Exx BOLT W/NUSMS T O.C. LL 2.875"O HOLE TO 2"n 8 - RECEIVE ROUND WINDOW ASSEMBLY EMBED. DESIGN SCHEDULE SPAN TUBE PER w I - 1/2" (2)6063-T6 ALUMINUM P- o m rtT1AX. ANGLES PER BEAM END,SIZE c e o m EXISTING 1- PER SPAN TUBE SCHEDULE p v s HOSE 1!4"E ULE BOLTS SEE BEAM m 4 STRUCTURE 5SCHEDULE FOR REQUIRED NUMBERS c G 1/4'ALL POINTS SOLID SET ANCHORS WITH 7/8°MIN m g EMBED IN CONCRETE OR HOLLOW BLOCK,3'MINIMUM F 0.125" 0.032' 0.032' 0.125" SPACING,AND 3'MINIMUM EDGE DISTANCE Z- i i. S p m E 3 p MAX.DESIGN LOAD=is 72 PSF � o S 0.196" SPAN TUBE SECTION - / 8 N.T.S. VERT SECTION g � ! \ SPAN TUBE SCHEDULE I NUMBER OF NUMBEROF / ALLOWABLE TUBE MINIMUMANGLE ANCHORS PER LENGTH z ROUND TUBE SHUTTER SFAN THRU4iOLTSANG� ' WINDOW SIZE SPAN 70P BOTTOM 70P BOTTOM TOP BOTTOM ASSEMBLY TOP BOTTOM _ �a e / TUBE TUBE TUBE TUBE TUBE TUBE TUBE TUBE / 2k5Y 60" 123.8" 135.2" 2 2 2 3 4' 0.125' 96' 101.7• 106 3.9' 2 2 3 7' 2 \ 1 123' 89.9" 84.4• 2 3 3 7' 7• 2k6'X 60' 129.1' 157.0" 2 2 2 _ 3 __4• _ 7' m \ 96" 114.8' 124.1'• -2 2 3 3 T 7' @ 6 / / \ 0.125' 123' 102.8" 109.6 2 2 4 4 10' I 10• ` / 60• 139.0' 196.9' 2 2 3 3 T T 0.125 yy e 02.875° 03.250" +--f 0.188° I 185" %" IN 155.7' 2 2 3 4 7 10• 0. 77 f 123' 115.4• 137.5 2 3 4 5 10" 13' / 2'X1051 �• 158.1' 240.0' 2 2 3 4 7' 10' S 96' 140.6• 229.9' 2 3 4 8 1D" 16' YYtt r lYlYie LIGHT-N-VIEW WINDOW \ / 0.187s' 123 1322" 203.1' 3 4 5 7 13' m \ C0Fff B FRWLMNKV4)0PE 2 N.T.S. SABIC PLASTICS SLX1431T-UL-94HB _ // SPAN TUBE SCHEDULE NOTES: 1. USE x x x x 4"ANGLES FOR 2'x5"&2'x6'BEAMS. 15-2339 - 2. USE 2'X5°x1/4"ANGLES FOR 2"xB"&2'40'BEAMS. WALE, 3. USE BEAM SCHEDULE FOR DETAIL 3/8. PAGE DESCNIPIIOIN 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. z BLADE W/ ROUND WIN DOW 5. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND BELOW THE BEAM.MID-SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS, °F - --- ANCHORS,ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS 9 8 N.T.S. EXTERIOR ELEV ABOVE AND BELOW THE BEAM. 6. LAP BEAMS ARE NOT ALLOWED. OO 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. ANCHOR SCHEDULE: CONCRETE IIII FRANK EENNARDO{P.E I PE0096549 MIN EDGE DISTANCE r G LOAD Dans UD To 8'-3" Spans UD To 12'-0" b ANCHOR CONN N CONN TYPE CONN TYPE _ (ps0 Cl C2 CA c5 C c2 p ca p ci C2 I C3 U CS No PE004 1/4'ITW TAPCON OR ELC0 43 16.0"16.0"1 .D"16.0•'16.0 .0•'16.0" 9.0" 13.0"16.0"16.0" 9.5•' 5.5" 8.5' 14.5" _ ULTRACON WITH 1-3/4' 13 16.0 16.0" .5"14. .0"16.0"112.0" 7.0" 10.5"16.0"15.0" 7.5" 4.5" 7.5" 10.5" EMBED(3192psi MIN CONC) 62 16.0-116.0--1 .5"16.0"16.0" 9.5" 5.5" 8.51' 15.0"15.0" 7.5" 4.S' 7.5" 10.5" _ lJ b a QI4 z 70 16.0"13.0" 7.0" 11.0"16.0"15.5" 8.0" 5.0" 7.5" 11.5"15.0" 7.5" 4.5" 7.S' 10.5' 7 /�COMBINAT161 0. •. STgTEp Z�.' �A3[•I'I 8f loo 15.0" 7.5• 4,5" 7.5" 10.5"15.0" 7.5" 4.5" 7.S' 10.5"15.0" 7.5" 4.5" 7.5" 10.5" 2 z S ITYP I g 70 COMBINATION��•,•S nki Dl 8 1/4'MILLENIUM MILLFAsT 43 16,0•'16.0"115.0"16.0"16.0"16.0"16.0" 9.0" 13.5"16.0"16.0" 8.5" 5.5" 9.0" 13.5" GRID JJ WITH 1-3/4'EMBED(3275ps1 53 16.0 J7.0" 4.K 10"15.0"16.0"16.0"11.0" 7.0" 10.5"16.0"13.5" 7.0" 4.5" 7.5" 9.5" '�/ S/ V1 LL MIN CONCR _62 16.0" s•' 13.0"16.0"16.0" B.s" s.s•' 9.0" 13.5"13.5" 7.0" 4.5" 7.5" 9.5" O ''i���NAL I ;u 70 16.0" .0'• 11.0"16.0"14.0" 7.0" 4.5" 8.0•' 10.5"13.5•' 7.0" 4.5" 7.5" 9.5" rn �Q Q i� �0 100 13.5" .S' 7.5•' 9 ' 13.5" 7.0" 4.5" 7.5" 9.5" 13.5" 7.0" 4.5" 7.5" 9.5" IJ4X�"�� gD I9 1/4'ELC0CRETEFLEX S54 16.00. .0"1 16.0"1 "16.0"13.5'16.0"16.0"16.0"12.5" 8.0" 13.0"16.0" 1 x S ITYP.) 2 x S(TYP.1 W W ¢NW/2°EMBED(3350ps1 MIN 53 6.0" 6. 16.0"16.D"1 16.0"10.0"15.5"16.0"16.0"1D.O" 6.5" 11.0"14.0" WCONC) 2 16.0" 2. 16.0"12.5" 8.0" 13.0"16.0"16.0"10.0" 6.5' 11.0"14.0"70 16.0" 0.5"16.0"16.0 16,0 10.5" 7.0" 11.5"15.0"16.0"10.0" 6.5" 11.0"14.0" 1( ce100 16.0" .5" 11.0"14.0"16.0"10,0" 6.5" 11.0"14.0"16.0 10.0' 6.5" 11.0"14.0" //1/ iii 1'MIN EDGE DISTANCE `/ .. 1�0 p N Cl C2 C3 CA CS Cl *51 CR CS Cl C2 p C4 C5 NOTE: S"INDICATES ANCHOR SCHEDULE SPACING .y rr++ 1/4'IIW TAPCON OR ELCO 43 16.0•'16.0" 7.5" 8.0" 16.0"16.0" 0" 5.5" 16.0"16,0•' 9,0" 3.0" a.o•' 14 D" c (! SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE: ULTRACON WITH 1-3/4' 53 16.0"16.0" 5.5" 6.5" 16.0"16.0"12. 4.5"4.5" 16.0"14.5•' 7.5" 10.0" \) C2 CONNECTION TYPE USING PIECE OO WITH OUTSIDE AN HORS ONLY EMBED(3192ps1 MIN CONC j 62 16.0"15.5" 4.5" 5.5" 16.0"16.0" 4.0" 14.5'14.5" 7.S' 10.0" �/ / //7. C n -- / C/.//,- Cy�CONNECTION TYPE USING PIECE �B WITH 70 16.0"]2.5 4.0" 5.0" 16.0"15.0" 11.0"14.5" 7.5" 10.0" 7510E ANCHORS ONLY '{ 100 14.5" 7.5" 30.0"34.5' 10.0"14.5" 7.5" 10.0" Ti s 1/4'MILLENIUM MILLFAST 43 16.0"16.0"11.0•'13.5"16.0"16.0" .5" 9.5" 16.0"13.0" 7.0" 4.0" 6.5" 10.5•' y E WITH 1-3/4'EMBED(3275psi 53 16.0"16.0" 8.0•' 11.0"16.0'•16.0" ,0" 7.5" 16.0"10.5' 5.5" 5.5" 7.5'• 8 MIN CONCRETE ANCHOR NOTES:) 62 16.0"11.5" 6,0 90 16.0"13.5" .0" 6.5" 11.0"10.5" 5.5" 5.5" 7.5" rdo70 16.0" 9.5" 5,5" 8.0" 16.0"11.5" S.5" 8.5" 10.5" 5.5" 5.5" 7.5" 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACINGD4yQmONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE �yZ10D 10.5" 5.5" 5.5" 7.5' 10.1/4MIN EDGE DISTANCE 10.5" 5.5" 5.5" 7.5" LIMITED TO THOSE SHOWN IN TABLE 1(Pg 1). nt ANC 1/4'ALL-POINTS SOUD-EMBED& 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, Zm d u ANCHOR W/7/8'EMBED& Cl C2 p 0. CS Cl C2 p C4 CS C3 C2 p C4 CS ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR 1/4-20 55 MACHINE SCREW 43 16.0"16.0" 8.5' 10.5"16.D"16.0"12.0" 5.5" 7.S' 16.0"12.5" 6.5" 3.0" 5.0" 10.0" EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER (3000psl MIN CONC) 53 16.0"15.0" 6.5" 8.0" 16.D"16.0" 8.5" 4,D" 6.0" 15.5"10.0" 5.0" 4.0" 7.0" THAN OR EQUAL TO SHUTTER SPAN. 62 16.0"11.0" 5.0" 7.0" 16.0"12.5" 6.5" 3.5" 5.0" 10.0"10.0" 5,0" 4.0" 7.0" W .� 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. S 70 16.0" 9.0" 4.5" 6.0" 16.0"10.5'• 5.5•' 3.0" 4,0" 8.0" 10.0" 5.0" 4.D" 7.0" 7 100 10.0" 5.0" 4.0" 7.0" 10.0" 5.0" 4.0" 7.0" 10.0" 5.0" 4.0" 7.0 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE o g BLOCK OR WOOD FRAMING,REFERENCE ANCHOR SCHEDULE FOR PROPER F 1/4•'ALL-POINTS SOLID-SET 3°MIN EDGE DISTANCE ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE D' a ¢ ANCHOR W/7/8'EMBED& cl C2 C3 C4 p c1 I C2 I C3 I C4 CS CI C2 C3 C4 CS CONNECTION TYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF 3 1/4-20 SS MACHINE SCREW 43 16.0"16.0 16.0"16.0"16.0"16.0"16.0"11.5"16.0"16,0"16.0"11.0" 7.0" 11.0"16.0" CONNECTION TYPE. o (3000psi MIN CONC) 53 1fi.0"16.0"13.5"16.0"16.0"16.0"14.0" 8.S' 13.5"16,0"16.0" 6.5" 5.5' 9_5" 12.0" S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE w 62 16.0"16.0 10.5"16.0"16.0"16.0 11.0" 7.D" 11.0"16.0"16.0" 8.5" 5.5" 9.5" 12.0" ONLY. n •� 70 16.0 15.0 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 16.0" 8.5" 5.5" 9.5" 12.0"16.0" B.5" 5.5•' 9.5" 12.0"16.0" 8.5" 12.0" IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT 1/4"POWERS SS DROP-IN _ 2-5/8'MIN EDGE DISTANCE LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER W/1/4-20 SS BOLT AND Cl c2 C3 C4 CS Cl C2 C3 C4 CS I Cl I C2 I C3 C4 CS FINISHES. 1"EMBED(3000ps1 MIN 43 16.0"36.0"14.0"16.0'•16.0"16.0 14.0" 8.0" 12.5'16.0"14.0'• 7.5" 5.0" 8.0" 11.5" „pp CONC) 53 16,0"16.0" 9.5•' 14.0"16.0:116.0" 9.5" 6.0" 30.0•'16.0"11.5" 6.0" 4.0" 7.0" 8.0•• 7 VARY.FIELD VE IFY THAT FASTENERS ARIS WOOD E INTO A EppOOD UATWOOD FING R4MINGONS 62 16.0"12.5" 7.5'• 12.0"16.0"14.5' 7.5•' 5.0" 8.5" 11.5"11.5•' 6,0" 4.0" 7.0'• 8.0•' MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD I$ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. • 70 ifi.0"10.0" 6.5" 10.5"16.0"112.0"16.0- 4.0" 7.5" 9.0•' 11.5" 6.0" 4.0" 7.0" 8.0" a 100 4,0" 7.0" 8.0" 11.5'1 6.0•'1 4.0^1 7.0"I e.D••111.5'• 6.0" 4.0" 7.0'• e.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" MIN.1 WOOD STUD.3/4° i/a"POWERS ss DROP-IN _ EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMINL. LAG SCREWS SHALL D S�a'� � W/1/4-20 SS BOLT AND Cl C2 C3 C4 CS Cl C2 C3 C4 CS C3 C2 C3 C4 CS HAVE PHILLIPS PAN HEAD OR HEX HEAD. b4 1"EMBED(3D00psI MIN _43 16.0"16.0"15.0"16.0"16.0"16.0"14.5" 9.0" 13.5"16,0"15.0" 7.5" 5,0" 9.0" 12.0" !3 CONC) 53 16.0"16.0"10.5"15.0"16.0"16.0"10.0" 6.5" 10.5"16.D"12.0" 6.0" 4.0" 7.5" 8_5" 9, MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2°ENGAGEMENT OF THREADS 1NBASE CHOR AND MAY HVE e� q��, 62 16.0"13.0" 8.0" 12.5"16.0"15.0" 8.0" 5,0" 9.0" 12.0"12.0" 6.0" 4.0" 7.5" 8.5• HEAD AN BOLT),UAO NEITHER A PAN HEAD,TRUSS HEAD,OR WAFER �•��S •dF-' 70 16.0" 6.0" 7.0" 13.0•'16.0"12.5" 6.5" 4.5" B.0" 9.5" 12.0" 6,0" 4.0" 7.5" B.S' 100 12.0" 6.0 ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 8A8A8A8d " 4.0" 7.S' 8.5•' 12.0" 6.0" 4.0" 7.5•' 8.5" 12.D" 6.0" 4.0" 7.5" 8,5' 2'MIN EDGE DISTANCE DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, q �e a 12 SMS W/2°W12EYEWCS C2 p C4 cs C1 C2 c3 C4 CS Cl C2 C3 C4 CS NUT OR WASHER WINGNUT. 007lRK8IFRANKLEI3W=PE ARMOR INSERT W/) 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" 11. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. iJr-Z339 (2000psI MIN CONC) 53 16.0"16.0" 8.5" 11.0"16.0"16.0"11.5" 5.5" 8.0" 16.0"14.0" 7.0" 3.5" 5.5'• 10.0" 62 160' S&' 7.0" 9.5" 16.0"16.0" 9.0" 4.5" 6.5" 14.0"14.0•' 7.0" 3.5" 5.5" 10.0" 12. WHEN ANCHORING TO HOLLOW BLOCK SDS DILLS SHOULD NOT BE USED TO SCALE; - 70 16.0"12.0" 6.0" 8.01' 16.0"14.5" 7.5" 4.0 6.0" 10.5"14.0" 7.0'• 3.5 5.5" 10.0" DRILL INTO HOLLOW BLOCK NOR SHOGLO IMPACT DILLS BE USED TO INSTALL vAae DlfCRiAfoN� CONCRETE SCREWS TO HOLLOW BLOCK 100 14.0" 7.0 3.5" 5.5•' 10.0"14.0" 7,0" 3.5 5.5 10.0 14.0 7.0" 3.5" 5.5" 10.0" 1112 SMS W/2.75°EYEWALL 43 16.0" Ifi.O"16.0"16.0"16.0"16.0"10.0"14.0"16.0"16,0"11.5" 6.0" 9.5" 16.0" ARMOR INSERT W/2.5" 53 16.0"16.0"12.0"16.0"16.0"16.0"15.0" 7.5" 11.0"16.0"16.0" 9.0" 5.0" 8.0" 13.0" 09 EMBED(2000psl MIN CON 62 16.0"N. 9.5" 13.5"161 16.0"11.5' 6.5 9.5 16.0'16.0 9.0" 5.0" 8.0" 13.0" 70 16.0"16.0" 8.0" 11.5"116.0"116.0" 9.5" 5.5" 8.5" 14.0"16.0" 9.0" 5.0'• 8.0" 13.0" ro 100 16.0" 9.0" 5.0" 8.0"113.0116.0"1 9.0" 5.0" 8.0" 13.0"16.0" 9.0" 5.0" 8.0" 13.0" ���E3��E 6�1� �1 �51mIy���Fl� lI�►i ® Q•3 W2 ME mm 1 •!• m�l�lno maum M KEN MEN MKW BM Bm MUEB MKm ImKIM Mg . EM MM Offil . W/1-3/4'EMBED(300UPS1 �moc�m mc�m mm©omcMm©000m ©mmmo©m© WOMMIM �������WOO/z — �������ON���sm"a� �Mlm no Ka mc��,/i®r m �,iai,!ii"�ri%/iiai/i%iri�ii�aii/0ii1ir1f11i/ii�i�riaa�iif.cmmrc®,�®/r;/ra�®�• viiifi//iiai..®///���I�NNEW iiiiaa, / .a. - w��.• �ii�ii'�ii��r,iorir�iairiariiii,� � � � iif�%/cam 0E� If/fr/%//ra%EXE%/r/ai%rrai%rrrfi,'%fI/r%rffai%//rfrrrf//%%//r/fi.%1111%//f//.[ LT�%/////,C� �%//f/////r//."%/////.� '%////aI/rf//%/////� G,.' __.._1ra: ® % ° ® f ////i%%%///fi �� ir%/i�', � %ra%%% !'/rmi /11,111 = �m©©ommm©m©mm©o©mmom©mm�aiomm©mmm IMM Mg ■ � [ON, r� / ME�M ;r mMOmRAMIM �E Soaraiairiiiaa®�rriiriaa�iaia,®�aarrria00!1011®��iaf�c� i � � ,.c�� 1-3/4'EMBED �m©r�/mm©�///m©o/oj V/00/00/0 Ku M %If%f FM mama �mmom®mo®m©m©mo©mc�cIEWS M salmon ills, i„r � i,it� fN'S ,/.1f � � ® . ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK FRANKLBENNARDD 0.E 111111/ FRANKb549 ..S 2'MIN EDGE DISTANCE �j Spans Up To 6.0" Suns Up To B'-3" Spans UD LOAD CONN TYPE CONN TYPE CONN TYPE =N ANCHOR (psf) Cl C2 C3 C4 Cs CL C2 C3 C4 C5 Cl C2 C3 C4 C5 _* No P #12 SMS W/2"EYEWALL 43 16.0 16.0" 7.S' 9.0" 16.0"15.5" 8.5" 4.5" 6.5" 15.5" B.5" 4.5 4.0" 7.0" EOO4654 1 3 ARMOR INSERT W/1-1/4' S3 16.0"10.5" 5.0" 7.0" 36.0"11.0" 6.0" 3.5" 5.0" 11.0" 7.D" 3.5" 3.5" 5.0" _ rr1n1 S EMBED 62 14.0" 7.5" 4.0" fi.0" 14.5" 9.0" 4.5" 4.D" 7.0" 7.0" 3.5" 3.5" 5.0" �O:• U ; x m 70 11.5" 6.0"13.5" 5.5 12.5" 7.5" 3.5" 3.5" 5.5" 7.0'• 3.5" 3.5" 5.0" .n STA7F OF W Pl E 100 7.0"1 3.5" 3.5" 5.0" 7.0" 3.5"VI,1111A3.5"15.0" 7.0" 3.5"W ZIZA 3.5" 5.0" Ali ANCHOR SCHEDULE: WOOD (G=O.SS) In Y�NAL I EN ZQ Ol`367sR� 3/4"MIN EDGE DISTANCE ,�G1 O r tj El Spans Up To 6'-0" Spans Up To 8'-3" Spans Up To 12'•0" U K ®s O S= ANCHOR LOAD CONN TYPE CONN TYPE CONN TYPE Z,X oc x (Ps/) Cl C2 C3 G6 CS CI C2 C3 C4 CS Cl C2 C3 CA CS W W O N 9 KgI w 1/4'LAG SCREW WITH 1-3/4 43 16.0"116.0"111.5"12.5"16.0"16.0"16.0" 7.5" 9.0" 16.0"16.0"14.5" 4.5" 6.0" 16.0" D~W Z MIN THREAD PENETRATION 53 16.0"16.0" 8.5" 10.0"16.0"16,0"16.0" 6.0" 7.0" 16.0"116.0"11.5" 4.0" 5.0" 16.0" N 6=w 62 16.0"16.D" 7.0" B.5" 16.0"16.0"114.5"15.0" 6.0" 16.0"116.0"11.5' 4.0" 5.0" 16.0" w 70 16.0"16.D" 6.0" 1.5" 16,0"36.0"12.5" 4.0" 5.5" 16.0"16.0"11.5" 4.0" 5.0" 16.0" b p m 100 16.0"11.5" 4.0" 5.0" 16.0"16.0"11.5" 4.0" 5.0" 16.0"116.0"11.5' 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"19.5" 4.5" 4.5" 7.0" 0 55 M MIN EMBED&1/4-20 53 16,0"10.5" 5,5" 8.0" 16.0"11.0" 6.0" 3.5' 5.5" 11.0" 7.0" 3.5" 4.0" 5.0" lj 55 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" 3.5" 4.0" 5.0" o �1-.nmv 70 12.0" 6.0" 3.5" 5.5" 12.S' 7.5" 3.5" 4.0" 5.5" 7.0" 3.5" 4.0" S.D" 4.0" s.0^ 7.0^ 3s^ a.o" s.o^ 7.0^ 35 ^ 4.0^ s.o^ u- ,b '+ #14 SMS OR#14 WOOD 43 16.0"16.0"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" Nin Y SCREW WITH 1-3/4"MIN 53 16.0"I6.D" 9.0" 11.5'16.0"16.0"15.0" 6.0" 8.0" 16.0"16.0" 9.5" 4.0" 5.5" 13.0" ., w THREAD PENETRATION 62 16.0"16.D" 7.5" 9.5" 16.0"16.0"11.5" S.D" 7.0" 16.0"16.0" 9.5' 4.0" 5.5" 13.0" D:E v 70 16,0"16.0" 6.5" B.5" 16.0"16.0"10.0" 4,5" 6.0" 14.0"16.0" 9.5" 4.0" 5.5" 13.0" /�WLL Q m 100 16.0" 9.5" 4.0" 5.5 13.0"16.0"�9,5" 4,0" 5.5" 13.0"16.0" 9.5" 4.0" 5.5" 13,0" c e C, _ANCHOR SCHEDULE: WOOD (G=0.42) zm Wtttguggq 3/4"MIN EDGE DISTANCE m<g ri Spans Up To 6'-0" Spans UD To 8'-3" Spans Up To 12'-0" E O LOAD CONN TYPE CONN TYPE CONN TYPE j O R ANCHOR g g x m C1 C2 I C3 C4 I CS Cl I C2 C3 Cq I CS Cl I C2 I C3 I C4 I CS 1/4'LAG SCREW WITH 1-3/4 43 16.0"16.0" 9.0" 10.0"16.0"16.0"16.0 5.5" 7.0" 16.0"16.0" 9.5" 3.5" 4.5" -2 MIN THREAD PENETRATION 53 16.0"16.0" 6.5" B.0" 16.0"16.0"12.5 4.5 5.S1. 16.0"15.0" 7.5" 3.0",4.0" 11.0" a 62 ME AK 5.5" 6.5" 16.0"16.0" 9.5" 3.5" 5.0" 15_0"15.0" 7.5" 3.0" 4.0" 11.0" o 0 70 16.0"13.5" 4,5' 6.0" 16.0"16.0" 8.0" 3.0" 4.0" 11.5"15.0" 7.5" 3.0" 4.0" 11.0" LL1� 100 15.0" 7.5" 3.0" 4.0" 11.0"15.0" 7.5" 3.0" 4.0" 11,0"15.0" 7.5" 3.0" 4.0" 11.0" L ' 914 SMS OR#14 WOOD 43 16.0"16.0" 8.S" 10.5"16.0"116.0"12.5" 5.5" 7.0" 16.0"13.0" 6.S" 3.5" 5.0" 10.5" O SCREW WITH 1-3 4'MIN O / 53 16.0"16.0" I.W.65" 8.0" 16.0"16.0" 8.5" 4.0" 5.5" 16.0"10.5" 5.5" 2.5" 4.0" 7.5" LL 3 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" 16.0"11.0" 5.5' 3.0" 4.0" 8.0" 10.5" 5.5" 2.5" 4.0" 7.5" q 100 10.5' S.5" 2.5" 4.0" 7.5" 10.5" 5.5" 2.5" 4.0" 7.5" 10.5" 5.5" 2.5" 4.0" 7.5" ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK gg "" k _ 4'MIN EDGE DISTANCE _ _ �+ N G Spans Up To 6'-0" Spans UD To 8'-3" Spans Up To 121•0" ,�yc G+ LOAD CONN TYPE CONN TYPE CONN TYPE 0 ANCHOR 7C x (psi Cl C2 C3 CA CS Cl C2 C3 C4 Cs Cl C2 C3 C4 CS 5/16'ITW TAPCON XL W/ 43 16.0"16.0"16.0"16.0"16.0"16,0"16.0"15.0•'16.0"16.0"16.0"115.0"19.0" 14.0"116.0" 2-1/4"MIN.EMBED 53 16.0"16.0"16.0"16.0"16.0"16.0'16.0' 11.0' 16.0 16.0 16.0 12.0 7.5 12.D'16.0" 62 16.0"A. 14.0"16.0"16.0"16.0"15.0" 9.0" 14.0"16.0"16.0"12.0 7.5" 12.0"16.0" $ :� 70 16.0"16.0"11.5"16.0"16.0"16.0"12.5" 8.0" 12.5"16.0"16.0"12.0" 7.5" 12.0"16.0" j 100 16.0"12.0" 7.5" 12.0"16.0"16.0"12.0" 7.5" 12.D"16.0"16.0"12.0" 7.5" 12.0"16.0" m g�g 0 5/16'ELCO ULTRACON W/ 43 16.0"16.0"10.5"14.0"16.0"16.0"10.5" 6.5" 9.5" 16.0"11.0" 5.5" 6.5" 9.0" R �s 2-1/4"MIN.EMBED 53 16.0"13.5" 7.5" 11.0"16.0"14.0" 7.5" 7.S' 13.5" 9.0" 6.5" 00PINOIRFlW7KLNNUf00PE G'm 62 16.0"10.0" 6.0" 9.0" 16.0"33.0" 5.5" 6.5" 9_0" 9.0" 6_5" 15-2339 70 15.0" 8.0" 5.0" 8.0" 15.5" 95" 5.5" 7.0" 9.0" 6.5" i�•�•e _ i 100 9,0 5.5" 6.5 9.0" �/�5.5" 6.5" 9.0" 6.5" 08 - - T MIN EDGE DISTANCE PAGB D[iCR1PRONt Cl C2 C3 C4 CS Cl I C2 I C3 I C4 C5 Cl C2 C3 C4 CS #12 SMS W/2"EYEWALL 43 16.0"16�09, 11.5'16.0"16.0"14.0" 6.0" 8.0" 16.0"14.5" 7.5" 3.5" s.S' 11.5' °�q ARMOR INSERT W/2"EMBED 53 16.0"16 9.0" 16.0 16.0 9.5 4.5" 6.5" 16.0"11.5" 6.0" 3.0" 4.5" 8.5' 62 16.0"13 7.5" 16.0"14.5" 7.5" 3.5 5.5" 12.0"11.5" 6.0" 3.0" 4.5 8.5' ANCHOR NOTES:SEE SHEET 70 16.0"10 3.0 4.5" 8.5" 9 FOR ANCHOR NOTES. 100 11.5" 6.0" 3,0" 4.5" 8.5"111.5"A6.0"13.0"14.5" 8.5" 11.5" 6.0" 3.0" 4.5" 8.5"