Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Product Approval
Property Information Building Information Owner: Chinn Wind Zone: 160 MPH. Address: 14252 Avestruz Ct Exposure Category: B Ft Pierce,F134951 Minimum Building Dimension: 24 ft. Mean Roof Height: 15 ft. Risk Category: II Design Pressure Calculations Opening Location Device Device Device Max Positive Max Negative Number Zone Width(in) JHeight(in) Elevation(ft) Pressure(psf) IF Pressure(psf) 1 Int 26 38 7 32.5 -35.2 2 Int 53 55 7 31.0 -33.7 --._......__._.....- -------....-...-........................- - .....-.........----.._-...................._.-_......... --- - -- --...._._.............-- - -._...._.............._.. 3 Int 53 55 7 31.0 -33.7 --....- ---- .......................... .._.._......._............_.... _........---...-......._.._..........._._ ._........ ........._._.._..--- 4 End 74 63 7 30.0 -38.5 .....................__ .-......................_....-. -....-------. ......._........ _... 5 Int 36 63 7 31.5 -34.3 .. ..................__.........-..._---...—.__.........-...........---.............-----..............................__ ..._...._.............-----.........._.. _...---._....__.... --..........................--- -- - 6 Int 36 63 7 31.5 -34.3 ................. 7 Int 26 38 7 32.5 -35.2 8 Int 26 38 7 32.5 -35.2 Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.6th Edition(2017)Florida Building Code. Page 1 of 1 wabs ;6 •` .�'. �.� R ��� R 4 •� BCIS Home Log In i User Registration Hot Topic j Submit Surcharge Stats&Facts I Publications FBC Staff SCIS Site Map Links Search 1 No ma: ProductApproval USER:Public User Product Approval Menu>Product or ADDlication Search>Apolication List>Application Detail FL# FL--1�3757R 6 Application Type /Revision Code Version 4 20.1 Application Status Approved Comments Archived Product Manufacturer fown aIld-C untr -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/Emall 400 west McNab Rd. Ft,Lauderdale,FL 33309 (954)970-9999 tomj@tc-alum.com Quality Assurance Representative Address/Phone/Email Category Shy u—tte Subcategory q�ccardan� Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer i_ 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.odf FL13757 R6 COI Indeo2.pdf FL13757 R6 COI IndeD3.ndf 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 Eauiv EOLIIy1.Ddf FL13757 R6 Eauiv EDuiv2.odf FL13757 R6 Eouiv Enuiv3.odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/09/2017 Date Validated 08/11/2017 Date Pending FBC Approval 08/22/2017 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 Dwol.ndf Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo,P.E.PE0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See installation drawings for allowable FL13757 R6 AE Evall.odf span/pressure combinations and additional limitations of Created by Independent Third Party:Yes use. 13757:2' t ;_6 8Streamline Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757 R6 II Dwo2.odf 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.DdF 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 DwD3.odf 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.Ddf anchorage,etc, Created by Independent Third Party:Yes Back Next Contact us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an WEED employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,emall addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emalLs 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,FS.,please click here. Product Approval A=epts: Credk Card Safe i I 6.8 STREAMLINE SHUTTER ,III IMNKLBEN IA9W,V.F� �1 / 6519 FOR USE WITHIN AND OUTSIDE THE HVHZ e., GENERAL GENERAL NOTES: i = _ No PE0p4664 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE SIXTH EDITION((20171 FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE _ O ZONE,AND THE INTERNATIONAL BUILDING CODE(IBC)AND INTERNATIONAL RESIDENTIAL CODE UNLIMITED WIDTH- [IJ c n (IRC).THIS SYSTEM MEETS MISSILE LEVEL^D"AN INCLUDES ESSENTIAL FACILITIES AS DEFINED 1N STATE DF w A :• STM E1996.09.SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. SECTION ��C��•• <ORIOP • ' an q 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE 14A DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE S' N 'uD REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7 10 AND CHAPTER 1609 OF THE FLO IDA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN �7jI T 11I"'I Il EVl z PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/23 AND ASTM E1886/E1996/E330. 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM02 20ED PRESSURES DIVIDED BY A 1.5 z ra m b SAFETY FACTOR. p W 5. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND ZONES,IN ACCORDANCE WITH ASTM 1996-09.1T IS ACCEPTABLE BY CODE UNLESS OPTIONAL PLAN VIEW N �b CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. c 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND zd e O W LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR DESIGN. 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR 63 WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0.85 N SHALL BE USED. Z 8. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFICSITE vzi N 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL n ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME O n1 w H I PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER w a 61GIS-23 OF THE FLORIDA ADMINISTRATIVE CODE. 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE Q 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 / a THE STRUCTURAL SUBSTRATES DETAILED HEREIN. ■'■ x °�rt 11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS. HURRICANE PROTECTION 12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING -- -- BOTTOM Z OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIGINED,DATED AND TRACK SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE LOCKING MECHANISM,SEE 9 DEVIATION.ASA CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL 13. EACH SHUIYER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM TYPICAL PLAN VIEWS o g abin a $ INFORMATION: TOWN&COUNTRY INDUSTRIES TYPICAL ACCORDION g qb- FORT LAUDERDALE FL MISSILE LEVEL D-ASTM E188�iE1996&E330 1 SHUTTER ELEVATION a a FLORIDA RODUCE APPROVALPONUMBER 1 N. .S. EXTERIOR P202 8L ELEV 14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 2S TABLE 2: K.S.I. 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-0.N.POP RIVETS SHALL BE 1/4.0 OR 3/16^0 5052 ALUM.ALLOY. NON-HVHZ ESSENTIAL a �q 16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR HVHZ i BOX LOCK AT CENTER OR SIDE CLOSURE. FACILITIES a I� h 17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. SHUTTER @ 18. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. 5 s! 19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 1D". SPAN INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS 20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. 53VA13OVE >30'ASOVE 530'ABOVE >3U'ABOVE ..1I 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. GRADE GRADE GRADE GRADE 4 B o 22. SHUTTER MAYBE INSTALLED WITH UP TO(2 ADDITIONAL BLADES OF SLACK. 7P� 2.1/4" 1-618' 2-318" 1-518' QEe 23. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 99" 3.112' i-718' 3-518' 1-718' p I TABLE 1: izo 4-ire• 2" 4114• 2" _ i TABLE 1 NOTES: yp 1. DESIGN PRESSURES SHOWN IN'ACCORDION 144" 4718" 2" 5' 2' ilk ACCORDION SHUTTER SHUTTER SPAN SCHEDULE"ABOVE ARE Fi¢ MAXIMUM ALLOWABLE DESIGN PRESSURES TABLE 2 NOTES: i SPAN SCHEDULE I. HVHZ:DEFINED N D AS ALL LO COUNTY AND RTHANBROWARDM COUNTY FLORIDA. olPR00xrmvcli@IWYOPfi AT EACH RESPECTIVE SHUTTER SPAN. 2. NON•HVHZ:DEFINED AS ALL LOCAilONS OTHER THAN MIAMI-DARE COUNTY AND BROWARD COUNTY POSITIVE NEGATIVE Z. LINEAR INTERPOLATION BETWEEN SHUTTER FLataD><- .15-2339 SH�If1IE_R DESIGN DESIGN SPANS 15 NOT PERMITTED.FOR SPANS '3..NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND - BETWEEN THOSE INDICATED ABOVE,THE ZONES i THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS AScAub SPAN PRESSURE PRESSURE DESIGN PRESSURES FOR THE NEXT HIGHER MINIMUM SPAN OF AT LEAST 30'. plu. PI BPI (PBFl SPAN SHALL BE USED. 4. INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OFTHE HVHZ WITH SPANS LESS THAN 30'SHALL g 72" T00 100 HAVE 2-7/8'MINIMUM SEPARATION FROM GLASS WHEN 5 3B'ABOVE GRADE,AND 1-5/B'WHEN>30' ({ ABOVE GRADE. i or 70 70 S. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED,FOR SPANS BETWEEN THOSE 11 INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED. �7 120" 63 53 6. SEPARATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED 1N ACCORDANCE WITH ASTM uI I w 43 40 E3996-09. III/, YRANKL BERNARDO,PQ PROIECTION VARIES 0.115*2.871V 4.874'MAX. 0.062" 0.450' b 0.080, -.25" D� N 7-0 1.70ar" -0.100' f--I.83 0.062* =;u 1.708V' -0.100, r4 �4 � rO.080* 0.063' 0 :]l '0 --7 A- I-%% ro.195" .09w r0062" 2.820"- , 'p 0.06V 0.070' 0.1ro" **..DA A7-r or L 0.125, rn 0.630. -- 1.993 1.908 ..ORIDA �G11 to 11 0**.....*** N 0.6301P� 0.052* 0.630' 0.062- ,'IVA --C:14G :3 US620�41 L 0,09f if -lz069- 0.971" 0.143' -u fill i 0'060' 0. 'j.p7W 0.631r 0. 0.062"--iO.L200. El? 1 630 0.06 0.062' Ou. 1.069-4 -L- ,a z 1.069- 0-062' Zw z Z k.069" lll-�SUPPORT LEG OPTIONAI--/ k.069 0.062"' w "lu -5.745"MAX. ft.'A Nfli in ow ni BUILD OUT WALL STREAMLINE CEILING TRACK STREAMLINE WALL TRACK HEAVY �!E,�DER/SILLLITE HELD @ L-HEADER_ SILL ow TCALE.HALFSIZE SCALE,HALF SIZE SCALE;HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE;HALF SIZE 13 � WHERE SHOWN,SCREW BOSSES &FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS 0.06 0.874'1- 2.655' 0.875' -2.195"- 0.510" 2.195y" 1.23V- D' 1.229- Q.. 5" F 0.71f C, :__ 2.655' 17LI 1 :1 .0Iu1 is 9 2.362' L0.105, ut ;@0 DI if-I-. -D� T ��0.044�� 1.069,1 1831' 1.069- 0.07S' 0.075- iO 0.10s" 0.994*j 4.510- NOTE:TESTED THICK ESS OF BARE METAL W07 1 /o PAIrP4rr 19 0.039' 3.506" 0.781' a SILL ADAPTER EXTENDED SILL EXTENDED SILL ADAPTOR ADJUSTABLE SILL BOTTOM q 6.8 STREAI�U�0-��ukwffombc= SILL 7 SCALE HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE G SCALE!HALF SIZE SCALE:HALF SIZE it 0.477 1.570"--�"0 510" si �dw pea .or 0.143" 0.143" 0.080 0.341' 0.070' _j_0.245- L.708"!j t I si 0.143" 0.096 .060"-ff--T- !E![�ep ge 4.753------------ 0.115" 0.080- 0.117" 0.090, 0.080 0.080*, 111 0.682- 0OFflMfiW%LIBrAVD F?..3.T 0.060* 0.044* 0.227' 0.693" 15-2339 NOTE:THICKNESS OF BARE 0.420' 5-colm -RETAL W/o PAINT IS 0.039" ymno 15 6.8 STREAMLINE STACK 16 RADIUS CEILING HEADER/SILL 17 6.8 STARTER ig WALL SILL CLIP @b WALL SILL SCALE:HALF SIZE SCALE HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE HALF SIZE ' FRANK L.BENNMDO.RE IIIII1111111// IP1114.9 1{ 0,125" 0.610" STAINLESS STEEL _ ' 0" ALUMINUM NYLON HER OR ` �QCP;.••"�I' "(� ASSEMBLY r 0.50" 0.357" k, .: NOF, 6• � - I 0.320'0 HOLE I o z #lox 2-3/4"410 HT S.S. 0.276" b� ep04 •y7 NYLON $ �^ w SCREW W TC ULTRACOTE T--• 0.591' '',(�- i5 O.BBO 0 D5 WHEEL O a o 10.120'c INTO COATING/ - '• •�'J,` p N n r �- TRACK (TYP TOP B;BOTTOM) ,may 0.062"- S117-c.- % 1.laD• } h o.2ao" 1 -� 14 1 "t'p ,T pF InLLON BUSHING W/WASHER: � I• I �,'j ��?IDA Al,uiG _ 0.750' 0.154•-T Y0.137' i�0, ... u pg 1 l TYP.A7 EVERY OTHER D.B70' 7/16"0 x 1/2' INTERIOR JOINT TOP '• � 3 -S'MAX. INSIDE 30INTAT TOP. 7/16"0 x I"@ INTERIOR30INT BOTTOM �/qC ANG %11.3. yj CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EXTERIOR //I III 1 I 1 11II3 93Y1 19 ANGLE - "`" HOUSING-ZINC DICAST,POWDER COATED 7 122,"ROLLER rASSEMBLY 24 BUSHING ASSEMBLY DETAIL 26 BOX CENTER INSERT (J l< =g� SCALE HALF SIZE SCAT •k1ALF'SIZ NOTE; MAV BE KEY OPERATED 0111510E SCALE.HALF SIZE SCALE:HALF SIZE L B - OR KEY/THUMB TURN OPERATED INSIDE. W �9.. f{0.250" 111 -8R'A55-•PW3H-UQC 3M: SCALE:HALFCS12E N1%�z ow RO.155" 1.978" 2.125' 'a O 0.236' '--1.742' 0.286" 1.603" 4.000- 0.267' RD.500" 0.500' --1.710" -1.224- 0 .224"-- 6 0.623' 0.531" R $ 0.790' 0.090' 0,319" y 0.531• - w .P�r71i ^ 6 Ip� � 0.064 mI 0 0.2 i i26 -j^0- 2.750" °i 0.09 m c -26 0.607 I 0.607' I $ W p i6 0.250' �• r:. d 0.118" I II I;-�• rn t F,, n N a 1 -{(-0.224" 0.239^- O.060' 0.496" 0.240" .U' •� V) S^' y C t--2.759--4 1.758"- RAINGUARD DECORATIVE FLOOR TRACK 34T7I 6"- +I-1-'--' �., ._--LI. I L___ 1•-lI- �mL0" 1.0010.062"0. 62' 0.222"-1 p-4!-02,4006'2.jLSCALE'HALF 512E .� t aoL fr` -0.176' g 30.UNIMATE LOCK 31 MALE BOX CENTER 32 FEMALE BOX CENTER k SCALE�.�HALF--SIZE SCALE HALF SIZE SCALE-HALF SIZE C 8r 47-0.062' o s d` O'40D' 5.500'x 13JI6"WIDE- .i Oc. (mIU /� I L 167' 7/16"0 STAINLESS STEEL NUT c 3 P T Y- -- 30 c 0' 0.438" -0.1ar 5/16-18x1 MACHINE SCREW 't '.a'."'". --}- L_ TYP. 5/16'01NTERNAL STAINLESS STEEL r 0.121• R F �}0.689" POWDER COATED,ZINC DIE-CASE THREAD HEAD Sil'LE VARIES SECTION A Q I OFITA MODEL 2022 36;:T LO@K=ADAPME_ 3'/ T-SCREW INSERT 38 THUMB SCREW - loso•� i'i�d��� e� INDUSTRIAL SYSTEMS {Of1TI0NAL) fZ SCALE-FULL SIZE SCALE:FULL 512E F 'S -r;;p,254' 4GU aG� 40C iS 35 BOX LOCK _ SALE:HALF SIZE `s '1 0.319 END STRIP 1" LAM gggi■■■Rs SCALE,HALP SIZE 2000" 2" & 3" EXT a spS h-0-.05001-25�"1.625" �' D:U9'•7 } U.125' -I T-0.125' CALE: HALF SIZE �• I Jim y c $ ^ 1881 1 T 1T0"wFARgtL1 BNp WPE 0.093' -23390.250' O I L .AYN YOIaB.I1QN 7.000• -.� 99 AL.T,--1�•ENU_STRIP 21 1.5"x3'�x0.093° ANGLE 2g 2"x3°x0.125° ANGLE 70 39 2X7 ANGLE SCALE-^,HALF,SIZE"n,r SCALE.HALF SIZE SCALE,HALF SIZE SCALE,HALF S1ZE ANY ANCHOR PER ANCHOR EDGE DIST. - SCHEOULE 0 1B°O.G EXISTING DIST, GLAZING SEE END STRIIC[I"" SCHEDULE FOR Ivar;: NO E004 r'• ry A .ANGLE EMBED ''+ SPAN WHEN USIAG. if - 20,40a,40b-"- -.I LEG D RECIIDN II II 1 // 1/4' OR 6.8 STAR o�H EMBED. 17 ONO (INTERIOR) ~ !_T,._ — --[MA7(. WITH 21 OR 25,Q 0 t/,•f E� 17 - � IE 17 - MIN.0.062"THICK 6063-TG ALUM. ANGLE 1°x 1'MIN.TO 2"x S"MAX. _ 21 25 gg EDGE •• — _-_ -_ 9u (ANGLE LEG MAY BE REVERSED) FASTEN ANGLE TO TRACK W/ //!!! 1 I 'Bj U g DIST. ANY'ANCMOAPI:RRAN19MOR (2)!10x1 SCREWS AT �) t SCHEDULE @ 1B"O.0 CORNER,TOP&BOTTOM;AND U1 6 _ ATTACH TO 6.8 STARTER W/ -7 m 13 13 13 13 012 x 1/2'GAWANIZED OR S.S.SMS .R12x 1/2"GALVANIZED OR Z 30 S.S.SMS 3/16"0 ALUM.POP (L YS�9 QJ 6.80"(TYP.) l 3/16"0 ALUM.POP RIVET,OR 1/4-20 RIVET OR 3/4-20 MACHINE USE(1)BRASS PUSH LOCK OR(1) MACHINE BOLT A,NUT 018'O.cE END STRIP DE AIL BOLT§�NUT o 18"D.C. N (EXTERIOR) S/16-18 UMSSCREW INTO THREADED STARTER AND ANGLE Ids INSE0.T(37J AT 1/3 SPAN TO 2/3 SPAN l'-0" ANY TRACK W/ FROM BOTTOM OF SHATTER.RECEIVING ENO STRIP SCHEDU1V4 SCREW BOSSES. H�j L TYPICAL PLAN VIEW HOLE SHALL BE 3/9'MAX WIDTH,UP TO p F B SCALE 3"=1•-0" 1'HEIGHT- 82 R 1'Ef0(2.77 ® IT 72 �1 1 2 USE(11 BRASS PUSH LOCK 132 F6— OR OR 1115/16-167HUMB LOCKING DETAILS FOR 2.0!O(3.7') 62 SEE END STRIP SCREW I 0 iHREADEO CENTER MATES SCHEDULE FOR MAX. tl {�� INSERT 7T AT 1/3 SPAN TO 2/3 AN FROM _- SHOWN ON RANDOM SPAN WNEN USING BOT TOM OF SHUTTER 30 t3 DETAILS 3'BIO�(4'T) 7 1/d"RECEI VINO HOLE SHAf.L BE C 20,400,40b OR 40G,3/8"MAX WIDTH,UP TO OR 6.B STARTERt"HEIGHT 3p AL7.1'Bf0 _?_. RI AX. WITH 21 OR 25. 5 6 �a9z iri (2.T) O \\ n AO USE APPROPRIATE D J46 � 1 ` STARTER STRIP 10 7S E B �0 20 9 1.6"X3' PROVIDE CLOSURE Cf -- x0.083' ] FOR E$q 13 BUILDING CONDinONs. FASTEN STARIER S1 RIP70 TO(INSIDE) SCREWSCAT CORNER�OTOPz012S" 52 ALTERNATE END STRIP DETAIL 8 BOTTOM „of SCALE.3”=1'-0" BUSSESACK Yl/SCREW +�ig Yaaa I SILL FOR GREATER SPANS DR LOADS TITAN I W SHOWN IN END STRIP SCHEME,ENO c (n O STRIPS REQUIRE A 1'X1'.090'CDP ANGLE ip yS tl@ F N ANCHOR SOM04J AM ANCHOR ON THE EXISTING GLASS-7 a B E0 0 ANCHOR R 114.2(E!I TU END TER sa S 0 I ? 13 HGEN OR Ip•7000LTTD ENO STRIP. ,�_w USE Ill BRASS PUSH LOCK INSIDE IlJ USE 11)BRASS PUSH LOCK al-m OR III 5/16-1B THl1MB (INSIDE) a UR(1)5/16-18 THUMB 30 13 'grt SEREW t O THREADED z 8 SCREW Iy7O TARE ADE a'- INSERT S(3,7 AT t/3 SPAN SILL 7 6 SI I� ■■� INSERT 071 AT 1/3 SPAN Za TO TO AN FROM / g TU 2/3 ST'?N FROM =`JI� BOTTOM OF SHUTTER -! 1 BOTTOM OF SHUTTER (OUTSIDE) R RECEIVING HOLE SHALL BE b 3/B"I.7AX WIDTH•UP Tb- TYPICAL I"HEIGHT, 23- e TYPICAL'OUTSIDE CORNER CLOSURE — - s 30 Jim ^ R�a �C) DETAILS WO/CORNER POST --- NTS 13 CO WPR7pRRW✓1LINIWOORE 13 31 21 \@O-/ (OUTSIDE) 15-2339 `SILL USE 1111 BOX LOCI A7 1/3 ' SPAN TO 2/3 SPAIJ FROM EMBOROx[moNt BOI TOM OF SHUTTER g TYPICAL INSIDE CORNER CLOSURE xbw 99 I >9 CC2 DETAILS WO/CORNER POST L�g� MULTIPLE SHUTTER ASSEMBLY NTS Zel�i SCALE..3"a V-0" d I ENIa I I I - . fMNK L fiENNAxOp,P.E Cl CONNECTION TYPE RE EXISTING 11057 ` �q 17Y�////////�•'� SCIIEDULE FOR MAX. STRUCTURE s1 ACING CP CONNECTION TYPE:SCHEDULE MAX. _ 1/4-20 MACHINE BOLT \ REFERENCE ANCHOR 3/2" W/I4Ui[d 12"O C OR �; p \ SCHEDULE FOR I+AX. ® 714 SMS @ 6"0 C -1} SPACING / 3�2" (TYP.TOP 8 BOTTOM) _ U( 10IN 0 ALUM. TUBE 1 �0,�-• OT O~ ' 2FASTENERS 6063-T6 ALLOY �+� EACH ANGLE - SEE TAB A FOR SIZE. -' I 4�In 5 OR 4 OR 1 �71L1Lr Iwa @ORI�6 zw / � ALTERNATE TItRU BOLT 2- 1" Cl CONNECTION TYPE a w OR 2"x 2"z 1/B" I/ _ REFERENCE ANCHOR MN GLASS _ 4[ ALUM.ANGLE ° I. --- """-" SCHEDl11.E FOR MAX SEPARATION 13 �'` 8tV PER TABLE Z 13 I f l 1•• SPACING "a z w THREE 3/16"B ALUM, ° r l i III x a Ww •+ POP RIVETS OR GLASS 111th �{ THREE 012 SMS,TYP 0 17 ��� I ` OR DOOR—II y r L'6 3/16"0 ALUM POP I I j u a=. N 17 ((a is"0 RIVET OR .IT YP 012 SMS S \ �..-:_._.:_. l�/ A<Tf�,Ng3E \ \ - - 00 OR E 2 N �Q d TABLE A(co) - -�� ID -\ PKESAIRE NALLOWABLE3 MAY USE MALE OR o \ rn FEMALE LOCK-SLAT w I n ALTERNATE THP.0 BOLT 1/4"MAX FROM PIN 62 13V IBB' 13 C5 CONNECTION TYPE CI CONNECTION TYPE GUIDE R BUSHING 71 12+• 179' G TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR REFERENCE ANCHOR--:- WASHER ITYP.1 N !; CC3 SCHEDULE FOR MAX SCHEDULE FOR MAX 02 119' 172' Nis SPACING 92 ll9' 163 I�I- �/ 0 14-3/4"SMS Cal 9"OC 102 1l0" 160" �'� ANGLE TO TUBE CONNECTION �, --- 2"x 2"x 125" .O r 120 104' TAl3i B al EXISTING HOST EMBED. 6063-T6 ALUM TUBE 150 9T 131• NESSVRE VS Al1.OWAHLE LENGTH STRUCTURE 5 CONNECTION TYPE PE� PSP �4 WITHEDGE DISTANCE REFERENCE ANCHOR FF88 55SYEEE�CCCjffij SCHEDULE_FOR MAX SPACING c' 6Z 113' 166" FASTENER Cal 10"O C. E ?r 72 for 157' (USE ANY ANCHOR SHOWN Cb ALTERNATE BUILD OUT MOUNT SECTION Zc B2 1011 1+r IN ANCHOR SCHEDULE) SCALE 3"-1'-0" .� 92 95' 139' 102 90" 13r 120 BT 122 IL'��YTI S w ry 150 79" I09" 200 64' 94' j^ O O 3/16 RIVET OR 4112 SMS 090"6063-T6 1.14 GLASS 13 7 X. t Cul 18"O C. OR 1/4-2V ALUM TUBE TYP !Q d�u� PEER EPATABLE4 - 10 O v w Lipl NUI BBOLT(TYP) 17 d 3 88 3/16"0 ALUM.POP EI a GLASS 2 Q L o 2 NJ RIVET OR N12 SMS is OR DOOR oala- ALUI1. TUBE S a s>�a s 6063-16 ALLOY Cm 18"O.C.(TYP.) E o .�---- u ul SEE TABIE B FOR SIZE. Y"x S"x 1/B" c 2 FASTENERS CDNIINU DUG 11 EACH ANGLE ALUMINUM ANGLE L€ 11 x 2"x 093•'6063-T6 OPTIONAL ANGLE INSIDE 3 TttREE 3/16'•m ALUM ORIENTATION TYP. • e p ALUM.ANGLE.TYP t7 -- 17 - a dtl POP RIVETS OR I7 17 THREE N12 SMS,TYP W 0 $ E e 0 0 1"x 2"z 1/0" \ 4 CONNECTION TYPEJim 4+ OR 2"x 2"z 1/0" 1 I _ REFERENCE ANCHOR G L 17 ALUM.ANGLE "-'�"'- SCHEDULE FOR MAX G �P -USE MALE OR FEMALE _ SPACING 117P090B18YV1ILlBfYWp►E LOCK-SLAT --EXISTINGCONCRETE, 152339 13 13 BLOCK OR WOOD FRAMING •GLb (OUTSIDE) EE INSIDE SILL MOUNT SECTION EA°NORUpPTIF"I H12 x 1/2"GALVANIZED SCALE:3"z 1'-0" CC4 TYPICAL CORNER CLOSURE DETAILS OR S s SMS,3/16"0 ALUM SIDE CLOSURE OPTIONS POP RIVET,OR 1/4-20- l� N7'S MACHINE BOLT 8 NUT SCALE:3"=l'-0" Ca118"OC FRAM L.B82MARB0,P.P. C5 CONNECTION TYPE r�s19 `' ui REFERENCE ANCHOR EXISTING ua p a SCHEDULE FOR MAX STRUCTURE ti SPACING �`P GLASS q x^ GLASS qui CT CONNECTION TYPE S MAX. /-1/4-20 MACHINE BOt.1'�..' ' OR DOOR w v u OR DOOR--KAIMN q REFERENCE ANCHOR / W/NUT(:0 12"O.0 ACL j a m F r N U o SCHEDULE FOR MAX. 19 1#t4 SMS 6"0 C- No D z- rSPACING ro MN t3 NNN j 13 ix-=� 1/2•' IT YP TOP8 BOTT6M1 IN :..- <4 n1 1/4"-20 THRU BOLT W/ GLASS X m m v_ d /Z" `�LOCK NUT 12'•0 C OR PARATI 4=q q R 14 x 1/2'"SMS L 12"0 Cx z zH �12 x 1/2-SMS(01 12"O.0 E.S. PER z F 1' OR 3/t6"H ALUM POP4 1" n m S OR OR 3/16"0 ALUM.POP TABLE2 Z H RIVETS[ul 6"O.0 OR 1/l."Br N w i? ,�OR6•-� s •RIVETS(&}6"OX E.S. .� Z ALUM.POP RIVETS @ 12"O�C, �i sui1R 1/4"m ALUM.POP RIVETS I E it AND l,112"O.C.CS.----- ASSEMBLY1/4"MAX.FROM PIN m I/4"MAX.FRO-1 PIN SEPARATIONq� j YP. UiDk $U NG AND4°! OUIUE U WASHER ITYP.IPER TABLE2ASSEMBLY WASHER(TYP} . � X1/2' I/2"TYP EXIS T114G CONCRETE, mGt ASS 11!! =H Zu �Mww„•/ BLUCK OR WOOD FRAMING ur', 3 CONNECTION TYPE OR POOR - N.O1n q/� _ REFERENCE ANCHOR 4z <h g �rm --�C4 CONNECTION TYPE, SCBEULE FOR MAX/ EDGE REFERENCE ANCHOR PAST. SCHEDULE FDR MAX SPACING A5 SHDWN -C3 CONNECTION TYPE IN DIAGRAM ON PG.4REFERENCE ANCHOR _ EXISTING CONC , w o O 66 �+ .,� SPACISCHEDG. FOR MAX. BLOCK OR WOOD FRAMING 3 D 6 rn SPACING.ALT FASTENER /2.. 1f4'MAX.FROM 111, / , SPAN LOCA TIDN.FRONT AND CI CONNECTION TYPE GUIDE TO BUSHING iro'hiaX FROM BACK ANCHORS NOT REG'D REFERENCE ANCHOR 1/Y' WASHER(TYP.! my WITH THIS LOCATION S !SCALE MOUNT SECTION SCHEDI,ILE FUR MAX PIN GUIDE TO SCALE!3"x 1'-0" SPACING BUSHING WASHER �'\INSIDE MOUNT SECTION REFERENCEtIAON TYPE NCHOR O f $ I(TYP.) �.,.J SCALE:3-=T-0'• SCHEDULE FOR MAX - w�#q p j EXISTING CONCRETE, SPACING BLOCK OR WOOD FRAMING- EMBED. CO SCALD OUT MOUNT SECTION m, �-— TYP ROTI OM EXISTING CONCRETE, SCALE 3-e 1'-0” N .11 BLOCK OR WOOD FRAMING E 1- E }}(f NOTE:FOR DETAILS A•B,Q,ANO E ON THIS SHEET, EDGE OtST, EXISTING Q THE BASE TRACK MAY BE INSTALLED IN SECTIONS 4 CONNECTION TYPE EMBED STRUCTURE 3 WITH 1/4"GAPS, PROVIDED THAT EACH SECTION HAS a REFERENCE NL-E ANCHOR "' 5'-CONNEACTID=LYPE:4— A MINIMUM OF TWO SETS OF ANCHORS AND ISA SCHEDULE FOR t4AX m EO E REFERENCE ANCHOR ♦T USEDMINIMUM H 12"LONG.THE SILL S CEILING TRACK m SPACING g USED WITH THE BASE TRACK MUST BE CONT1htUDUS ''� �S 6 SCHEDULE FOR MAX OVER THE GAPS BETWEEN SECTIONS. 3 15 S�P�;;A,C�ING y� q � RO GLASSMN K >> w O q OR DOORGL =O 1112 r.7/2"SMS(u7 12" EPAASS ATIO 13 i m w< (I i3 w I'I w w O.C.OR 3/16"0 ALUM, PER y Z u m u !-w 7 D ri 8 e 1.:w) PUP RIVETS(d 6'•O.0 TABLE gN Nwww yT f.u1y❑.- q or4� GLASS OR MN.GLA s2 ri y w w OR 114••0 ALUM PUP q ¢ DOOR 2 u 13 =S-.z� RIVETS(a 112'•O C, 1- Oa RA int-omm MN GLASS N 1.a.u m V1 PER TABLE 2 z- `E SEPARATION l7 o N q u 7C Z o Z I- d�1 qw¢4 S}Oi PER TABLE Z XZ M 2:ti 0��8:/ 1/4-20�GLASS MACHINE D a OSSEM6LY 1/4"MAX FROM P}N C 1U SCREW UT(ol w 1!T" GU1pE;O BUSHItdG c 72"0 C. 41 1/2" TYP, HER(TYP.) w 1»DOOR 1/4"MAX,FROM PSN m m o t!4"MAX FROM PIN X GUIDE E 1 U BUSTHING w —C4 CONNECTION TYPE 112" GUIDE TO BUSHIND X E WASHER ITYP) EDGE REFERENCE ANCHOR OO WASHER(TYP I EXISTING CONCRETE, /, Kl110AR1191KLS7iVB0FE r 6 in DIST. SCHEDULE FOR MAX r BLOCK OR WOOD EXISTING CONCRETE, SPACING AS SHOWN a 2'C73NNECTICiN TYPE FRAMING BLOCK OR WOOD FRAMING REF RhE CE71ANCH R IN DIAGRAM ON PG 9 REFERENCE ANCHOR 15-2339 OR SCHEDULE FOR MAX. SCHEDULE FOR MAX - 11 x 3'x 1/4"CONT / 3 CONNECTION TYPE #12O.0 x 1/2"SMS L 12" SPACING ►Aerr)MlQI17xGR1 0AY BE ALUM,ANLL[ REFERENCE ANCHOR O.0 OR 3!16"0 ALUM LOCACINGATION ALT,NT FASTENER CXFSTING CONCRETE, AY BE REVERSED SCHEDULE FOR MAX POP RIVETS Col 6"O.C. BACKANCHORSNOT AND BLOCK OR WOOD FRAMING 5 SHOWN DASHED} SPACING OR 114-0 ALUM POP WITH THIS LOCATION or p WALL MOUNT SECTION RIVETS(A 12"0 C. (;�)CEILING INSIDE MOUNT SECTION 99 SCALE:3"=1'-0" X11 SCALE:3"-1'-0" a N� C%S OUT CSEC-Pi(3N—`".�s O SCALE:BF—I-0" L 8ZNNAA[n P.E. HN GLASS uj 1111 1►I�p/4;79 q GLASS SEPARATION ZO ` -1 OR 00017 PER7MIF.I 13op `` . I firy t w 001 GLASS OR k•; V U U DDDR No d P 000.65 ' Jaz GLASS OR GMN GLASS .ASS - rn _ 1 N W a u DOOR ' SEPARATION ', u 19N X N m a w PER TABLE 2 HII _ a= W J STA =r w SEPARATION p; y • a I U PER TABLE 2 w 2 a D I E zw_ ~ mom~ =ow =zW x Lu__ 0 r2 13 w¢1VA 13 WO'= -' V I - g z CI CONNECTION TYPE e o m ZX Sff Q 1 C_ _ 1/4••MAX FROM PIN GUIDE 2B a a a W(V P.qR /2 1 UQ REFERENCE ANCHOR T_ uz �N ry _ N SCHEDULE FOR MAX. ---- a u�:j1 TU BUSHING WASHER ITYP 1 250 SPACING— �0 6 _ I Two 1/1.*'o woodIng �W LAG SL'REWS[ul It." C4 CONNECTION TYPE ow ii OC MAX WITH 2" REFERENCE ANCHOR /' I by THREADED PENETRATION D SCHEDULE FOR MAX W / I "T"INTO CENTER OF 2X STUDS / SPACING /l7~ M I iB IB w / O_ �• ^ EMB "T' 14 SMS @ MIUSPAN BETWEEN / I �� Y1 STUDS FOR TRACK TO 1"x 4" / / EXISTING HOST STRUCTURE PLYWOOD x TUBE CONNECTION � �J STUCCO FINISH 1"xI."x.125' 6063-Tfi ALUM.TUBE m P O DECORAIIVE FLOOR TRACK DETAIL O WALL MOUNT SILL DETAIL wg,yd' THIS DETAIL TD BE USED WHEN STUD SPACING SCALE:3'•=T-0" SCALE:3"=1'-0" y e p EXCEE05 TI1E MAX.ALLOWABLE ANCMOR SPACING] 66 O WALL MOUNT SECTIONTHIS DETAIL MAY all �, SCALE:3"=1'-D" � C ALSO BE USED x r m 7 AT TOP c m O ACCORDION SHUTTERw w a PER PRODUCT APPROVAL r o -GLASS F c m 1 MN GLASS OR DOOR _ `p SEPARATION 13 D :p a IA 11 PER TABLE2 i EXISTING WOOD(G=0.42) L �c la APPLICABLEATTOP Z z TRUSS OR RAFTER I`epY, S A AND OR BOTTOM X a X a @ 24"MAX.O.C. n E N E VI EXISTING FINISH + MATERIAL -011 3 h 1/4'MAX FROM PIN GUIDE 2"x 5•'x 1/B"6U63-T6 1/2"MIN. TO BUSHING WASHER(TYP) ALUM.ANGLE V!/TIIREEli !I m a 2'%3'K Sq"x CONTINUOUS OR - —2'175" 1/4'•TILE(TYP I 1/4"0 WOOD LAG w = s { 6' 2"x x3CONTI NOUS OR I - FINISH MATERIAL SCREWS WITH 2-3/4" 1 �A 6061 T6 ALUMINUM ANGLE 3/c"PLYWOOD MINIMUM TtIREAOED a d d 9 PENETR "T"IIu WOOD Cm 5 6 i }i¢! 9'MIN.THICK 6061-76 ALUM TRAIX X 1/4"o A325 GRADE THRU BOLT(d 7"O.C. EACH RAFTER OF TRUSS. d 9 ANGLE FASTENED TO / FASTENED TO ANGLE WTTH 1/4-20 E OR 5/16'•0 A32S GRADE THRU BOLT 0 12'O C 24"O.0 MAX WHERE - - EXISTING 3 K51 CONCRETE MACHINE SCREVIS AT 3°FROM ENDS GAL V.OR 5.5 ANGLE EXTENDS BEYOND _ AND 9.O.C.FOR THE BALANCE �II"", LAST TRUSS MORE THA14 E 9 gp HOST STRUCTURE WITH p �- 1/4"m ELCO ULTRACON TO CONCRETE/C11U w 3Y0ELCOULTRACONSAT EXISTING CONCRETE HOST 5"O.0 W/1-1/4"MIN.EMB. 6", EXTEND ANGLE 70 3"FROM ENDS AND 4"O.C. 2-1/2"MIN. STRUCTURE(3DDO PSI MIN) OR 1/4"m LAG SCREW LII!9"O.C.W/1-7/8" NEXT TRUSS. w w , p '-0xC3- ea!! FOR BALANCE WITH 1314" MIN EMB. IN WOOD SG=0.4 2 TO 0.55 13 I,� 1,9111 ~ •�p VWW MIN EMBEDMENT AND 233- MAX.DESIGN LOAD AT 6'-0"MAX SPAN: EXISTING CONCRE 1 E. _ U m MIN EDGE DISTANCE, f 62 P.S.F. HULLO W BLOCK OR t7 a IA a cWIN9RRN1[LBI1YWFt STAGGERED WITH 7 MIN. MAX DESIGN LOAD AT W-0"MAX SPAN: WOOD FRAMING.SEE Q z O z t- 15-2339 Y'x S"x 1/B•'CONT ¢ SPACING.TYP, is 52 P.S.F. ANCHOR BASED N TYPE OF ALUM ANGLE(6063-76) g Ua { DUILDOUT MOUNT STRUCTURE YPa V' PAcwvmtmwnOx. - 0 HO SCALE•NTS (MAX.DESIGN LOAD z 72 P S F) PASS THRU DETAILm Hb SCALE+3"=V-0" OK TRUSS MOUNT SECTION SCALE-3"=1'-0" ^ BUJ EXISTING"DST ALT.LEG DIRECTION 1 L11b9j/ / ;Er STRUCTURE 1/4•ALL POINTS SOLID SET ANCHORS WITH 7/8"MIN 12'MIN FROM EDGE OF ACCORDION ROUND WINDOWEMBED IN CONCRETE OR HOLLOW BLOCK,3-MINIMUM , ES 1/2" SPACING,AND 3-MINIMUM EDGE DISTANCE EDGE OF SHUTTERSHUTTER BLADASSEMBLY ` TOP OR BOTTOM I AX� (2)6063-T6 ALUMINUM �...•.r��..� ANLES PER BEAM END,SIZE 4': 0 - 6549 4.' 1/2' PER SPAN TUBE SCHEDULE EMBED. I SPAN TUBE PER - DESIGN SCHEDULE EDGE OF ACCORDION ACCESS HOLE 1/4-20 MACHINE BOLT W/NUT 0 0 '., E F~ SHUTTER BIADES d - 12'O.0 OR 014 x 3/4'SMS 6'D.C. i $s-1�•• 6 $ TYPICAL3.5'MINJ I1 MAX. _{C�u / 4Q1 3'MIN S 6 �5 W 4 EDGE 3 1 G z x I- 2.875"0 HOLE(TD RECEIVE D1�`T�� MIN.GLASS 13 a z Z n 9q �a ROUND WINDOW ASSEMBLY) EXISTING Q SEPARATION o W w @ MAXIMUM OF 3 WINDOWS GLASS ORPER IIII�� PER EVERY OTHER BLADE DOOR3*MIN N S N a i LIGHT-N-VIEW WINDOW L,N p y e EDGE }r-1/2"MAX a s W O p $ N.T.S. EXTERIOR ELEV =Fri O DISTANCE I 5 6 N N . 1 uJ m LLL Ji O O l7 3 16 1/4'•HAx.TROM PIIJ GUIDE G TO BUSHING WASHER IT YP 1 yq w F E Oa -114-ZO MACHINE BOLT W/NUT 0 g w '^Judi 1/2' ACHOLE 12'0'C OR 034 x 3/4'SMS 6.O.C. Hq1 2.875'0 HOLE 7D SPAN TUBE PER w RECEIVE ROUND EMBED. DESIGN SCHEDULE WINDOW ASSEMBLY .i 11 S' �' PPPp 1/2' �(2)6063-7'6 ALUMINUM 'f 74AX. ANGLES PER BEAM END,SIZE w_ EXISTING .1. PER SPAN TUBE SCHEDULE HOST 1JT01HRU BOLTS SEE BEAMSTRULfI1RE FOR REQUIRED NUMBERS 1(4"ALL POINTS SOLID SET ANCHORS WITH 7/8-MIN Err11BED IN CONCRETE OR HOLLOW BLOCK 3"MINIMUM F SPACING,AND 3-MINIMUM EDGE DISTA96 = p 0.125' 0.125' � 8 0.032" 0.032' MAX.DESIGN LOAD=f 72 PSF 3 SPAN TUBE SECTION 0.196' B N.T.S. VERT SECTION r � SPAN TUBE SCHEDULE AILOWABIE TUBE NUMBER OF NUM�CF10BER OF R9 PER MMILEMANOlE d TUBE SHUTTER BPAN T1ttiLLBOLTS ANOIE LEN07H I s ROUND SIZE SPAN ..-_____ _._._-_.1 V WINDOW TOP BOTTOM TOP BOTTOM TOP BOTTOM TOP BOTTOM 1 ) n ASSEMBLY TUBE TUBE TUBE TUBE TUBE TUBE TUBE TUBE d l P' Y.aBk 60' 123.8- 135.2' 2 2 2 3 4• 7' \ / m 0.125' BB' 101.7' '108.0 2 2 3 3 T T �allada \ / 123- 89.9' 94.4- 2 2 3 3 T T I 50' 129.1• 167.0• 2 2 -2----3- 4' ' 7' S!d St �� \ 88- 114.5• 124_7' 2 2 3 3 T 1 T 0.126' 123- 102.9' 109.6 _2-_ -2- 4^ __...4.__ _'0' _-1D- 80' 138.0• 188.9- 2 2 3 3 T _7' �-}0.188' ) �e 96' 1227' 159.7' 2 2 3 4 7- 10' �� 02.875• 03,250^ ' 123- 115.4' 137.6' 2 3 4 5 10' IT 4z 80' 168.1'_ 240.D' 2 -2 - 3 4 T -10"_-_ 2k10k -__- _ e@ / 0.157IT 98' 140.8' 240Ir 2 3 4 -8�-10' 10' !lag a !y� y \\ / 123' 1322' 203.1- `3 4 5 7 13- 1B' WPO�DIIR71KLB4WS10PE LIGHT-N-VIEW WINDOW 29 N.T.S. 'SASIC PLASTICS SLX1431T-UL-94H0 _ / SPAN TUBE SCHEDULE NOTES:X.1/4'ANGLES FOR 2"x5'A 2•x6•BEAMS. 15-2339 2. USE 2'x5'xl/4"ANGLES FOR 2"x8"&2-X10'BEAMS. tGtro - 3. USE BEAM SCHEDULE FOR DETAIL 3/8. rAaO omcNmp3 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. 2 BLADE W ROUND WINDOW S. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND AN HORS ANGLES OW THE BEAM.AND BOLTS),WITH THE ID-SPAN TUBES SHALL SHUTTTOP ER SPAN TAKEN AS THE SUM OF THE SPANING S 9 9 N.T.S. EXTERIOR ELEV ABOVE A<fD BELOW THE BEAM. 8 7. ALL BAMS AND ANG ES O E 6063-TG ALUMINUM. O ANCHOR SCHEDULE., CONCRETE PnANI eBNMoo PE 1111 )s P3 KLSI9 2.S'MIN EDGE DISTANCE G Spenss l)y Tp 6'-0" Spans Up To 8'-3" Spans Up Tv L210" LOAD CONN TYPE CONN TYPE CONN TYPE _g ANCHOR (PQ Cl ISMI C3 1 C4 Pep Cl 1 C2 1 C3 C4 1 CS CI CZ C3.I C4 CS No PB004 Tf4r[TWaT4P,CON-ORELCO _ 3' 16.0" 15.0"16.0"Y6:0"18.0"18.0" 9.0' 13_0"16.0"36.0" 9,5" 5.5' 0.5" 14.5" - UL7RACON�WITH�~L`-,,31+'j 53 16.0 16.0 10.5"14.5'10.0"16,0'12.0" 7.0" 30.5"16.0 35.0 7.5' 4.5" 7.5 10_5" Ef�9El1:(3392ps1 Mf �CONC) 62 16.0"18.0" 6.5 12.5'18_0_16.0" 9,S' _5.5" 8.5° 15A"15_0" 7.5" 4.5�7.5" 10:5" Z E;,,_" 70 16.0"13.0" 7.0" 11.0"16.0"15.5" OA" 5.0" 7.5" H.P.15.0" 7,6" 4.6" 7.5" 10.5" 7 / 0 COMBINA TIOfQ Off, STATE 0kw--- .7 M 8 100 19.0" 7.5" 4.5' 7,5' 10.5"15.0' 7V 4.5" 7.9" 10.5"15.0" 7.5" 4.5" 7.5" 10.5" 2•S ITYP. 9 / 10 l6_0 16 5 COMBINATI06- A q 1/4'MILIENNN MILLFAST 43_16.0" "15.0'16.0"IG.O" .0'16.0" 9.0" 13. 16.0"16.0" B,5" 5.5" 9.0" 13.5• GRID W[iN 1-J/4'EMBED(J275pg-53 16.0 L6.0"3].0"t5,0"16.0"16.0"11.0" 7.0" 10.5"16.0"'13.5' 7.0" 4.5' 7.5" 9.5AL `n MIN CONCRETE) 62 18.0'•15.D" 8.5" 13.0"L6.0"16.0" 8.5" 5.5" 9.0 13_5"13.5".7.0' 4.5" 7`51' 9.5" 11711 I 1 _70 16.0"12.D" 7.0" 11.0"16.0 14.0" 7.0 4.5" B.0" 10.51,13.5" 7.0" 4.5" 7.5" 9.6" O 7j! u(Q�, g� 6 100 17.5"7.B" 4.5" 7,S' 9.S" 13.5" 7.0" 4.5" _7.5" 9.5" 13.5" 7.0" 4.5" 7.5" 9.5" 7 y it 1/4'ELCO CRE7EFUtT(S54 43 16.0"18,0 18.0 16,0"16.0"16.0"16.0"13.5'16.0"16.0"16.0 12.5" 8.0 13.0"16.0" 1 x S Ii YP.1 2 x S(TYP.1 L(W� .q} W/2-EMBED(3350ps1 MIN 53 16.0"16.0"16.0"18.0"16.0"16.0"16.0"10,0"SS.S'16.0"16.0"10.0"16.5" 11.0"14.0" W CONIC) _62 16.0"16.0"12.5'16.0"SG.O"16.0"32.5" B.O" 13.0"16.0"16.0"10.0" 6.5" � 1111ntu'• 70 16.0 16.0"10.5'16;0"16,0"lfi_0.10.5" 7.0" 11.5 15.0"16.0"10_0" 6.5" 11.0"14_D" N 100 16.0"10.0" 6.5" 11.0"14.0"18.0"10.0" 6.5' 11.0"14.0"16.0"10.0" 6.5' 11.0"14.0" D W 1"MIN EDGE DISTANCE NOTE "S"INDICATES ANCHOR SCHEDULE SPACING 1�i� Cl G2 GT C9 Cs Cl C2 c c4 T_c3_l cl CZ C3 C9 cs SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE: 1/4'RW TAPCON OR ELCO 43 116.0"116.0"17.5" 8.11' 16.0116.0126.011 16.0" 5.0" 5.5" 16.0"16.0" 9.0" 3.0 4.0" 14.0" _ C2 CONNECTION TYPE USING PIECE QO WITH OUTSIDE ULTRACON WITH 1-314" 53 16.0"16.0'• 5.5" 6.5' 16.0"M111.4 .0" 4.5" 16.0"14.5" 7.5" 10.0" ANCHURS ONLY ENDED(3192pN MIN CON C) 62_16.0'•155" 9:5" 5.5 16.0" .0'_ 4.0" 14.5"14.5" 7_5 10.0" - C4 CONNECTION TYPE USING PIECE ®WITH 70_16.0"12.5" 4.0" SA" 16.0" .5' I1.D"14.5" 7.5" 10_0" OUTSIDE AIDC HORS ONLY _ 100 14.5 7.5 10.0" .S' 10.0"14.5' 7.S• 30,0" 'r 1/4'MILIENNM MIUFAST 43 16.0"16.0"1].0'13.5"36.0" .0" 6.B" 9_5" 16.0"130" 7.0" 9.0'• 6.5" ]0.5" W WITH 1-]/4•EMBED(3275ps1 53 16_0"16.0 B.0" 11.0 16.0" .D'_5.0" 7.5" 16j0"10.5" 5.5" 5.5" 7.5" ANCHOR NOTES:MIN CONCRETE) 6z 16.D"lis5.0` 9.0" 16,D" .0" 4.0" 6.5"11.0"10.5" 5.511 5.511 7.5" 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ~7016.0" 9.5" 5.5 8.0" 16.0" .5" 5.5" B.5'• 10.5" 5.5" 5.5" 7.5" ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE �EvE5.5' 7.9" .S' S.5" 7.5" 10.5" 5.5" 5.5" 7.5" LIMITED TO THOSE SHOWN IN TABLE 1(Pg 1). pb is y.d TS _- L-1/a•MIN EDGE DISTANCE 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, Zm Z 1/4'ALL-POINTS SOLID-SET u ANCHOR W/7/8'EMBED 6 Cl C2 C3 C4 C5 Ci C2 C3 C9 CS Cl C2 C3 C9 CS ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR 1/4-20 55 MACHINE SCREW 43 i6.D"16.0' B.5" 10.5 16,D 16.0 12.0_ 5.5" 7.5" 16.0" 6.5' 3.0" 5_0'• 10.0 EQUALTO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER ,p (3000psl MIN CONC) 53 16.0 15.0 6.5 8_Q' 16.0"16.D" 8.5 4.0" 6'.O" 15.5 10_0" 5.5" 4.0" 7.0" THAN OR EQUALTO SHUTTER SPAN. - E �62 16.0"11.0' 5.0" 7,O' 16.0"1L5' 6.51 3.5" 5.0" 10.0"10.0" 5.0" 4.0" 7.0 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. .E 70 16.0" 9.0" 4.5 6.0 1fi3O"10.5 5.5 3.0 9.0" B4O" 10.0" 9.0" 4.D" 7.0" 3 100 10.0" 5.0" 9.0" 7.D" 10.0' S.0" 4.D' 7.0" 10.0" 9.0" 4.D" 7.0" 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C 90 HOLLOW CONCRETE c BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER m g 114'ALL-POINTS SOUD-SEP _ _ 3"MIN EDGE DISTANCE „_ ___ ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE m ANCHOR W/7/8'EMBED 6. CI C2 C3 C4 CS C1 C2 C3 C4 C5 CI C2 C3 c- CS CONNECTION TEE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF 1/4-2055 MACHINE SCREWV716.011 16.0" 7.0" 11.0 16.0" (30DOpsl MIN CONIC) 16.0"13.5'16.0"16.0"16.0"14.0" 8.5' 13.5 36.0"16.0" 8.5" 5.5" 9.5" 12.D' 5. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE 11 16.0"10.5'16.0 16.D 16.0 11.0 7.0" 11.0"16.0"16.0" B.5" 5.5" 9,5" 12.0" ONLY. •F[] 15.0" 9.0" 14.0"16.0"16.0" 9.0•' 5.0" 10.0"13.0"16.0" B.5" 5.5" 9.5" 12.0" 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED 8.51, 5.5" 9.S• 12.0"16.0" B.5" 5.5" 9.S'112.0-11.6.101- B.5" 5.5" 9.9" 12.0" IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT �+ 2-518•MIN EDGE DISTANCE _- LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER 1/4"POWERS 55 DROP-IN FINISHES. W/1/4-20 SS BDLT ANO Cl C2 C3 C4 CS Cl C2 C3 C4 CS CL C2 C3 C4 CS 1"EMBED(30DOpsl MIN _43 1fi.0"l6_D"14.D 16.0"16.0"16.0"]4.0" e.o11 12.5"16.0 14.0 7.5 _5.0 8.0 11_5 7' VARY FIELD vERTFI 1TMA�TUFRASTENERS ARE INTO/iDEQQOUATERW010D FRAMING CONC) 53 16.0"16.0" 9_5°14.0"16.0"16_0" 9.5" 6.0" 10.0"16.0"11.5" 6.0_ 4.0" 7.0" B.0" MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD LS ACCEPTABLE ONLY FOR SS 77 8 62 Sfi.O"12.5 7.5 ]2.0 16.0"14.5' 7.5" 5.0" B.5" 11.5"11.5"5.0° 4.0" 7.0" 0.0" SIDE CLOSURE PIECES, pa aI vI d q 8 s� 70 1fi.0"10.0 6.5 10.5"16.0'1 12.0" 6.0" 4.0" 7.5" 9.0" 11.5" 6.0 4.0= 7.0" B�0" 0 G f(¢0 IC 11.5" 6.0" 4.0 7.0" B.0" 11.5" 6.0" 4.01, 7.0" B.0" 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER -1/2 MIN EDGE DISTANCE SHALL BE LOCATED IN CENTER OF NOMINAL 2"x 4"TIN WOOD STUD.3/4' d 1/4'POWERS Ss DROP-IN EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING".LAG SCREWS SHALL o Y e W/1/4-20 SS BOLT AND Cl C2 C3 C4 CS Cl C2 C3 C4 C5 C! CZ C3 G CS HAVE PHILLIPS PAN HEAD OR HIX HEAD. ggg g{ 1'EMBED(3000pM MIN 43 1610"16,0"15.0 16.0"16.0"16.0"14.5 9.0" 13.5'36.0"15.0" 7.5" 5.0" 9.0" 12.0" 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2'ENGAGEMENT OF THREADS IN 6 0 CONC) 53_16.0"16.0"10_5"15.0"16.0"111 ]0.0" 65' 10.5 16.0 12.0'" 6.0" 4.0 7.5 B.S' BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS NERD,OR WAFER p 62 16.0 13.0" 8.0 12.5"16.01,15.0 0.0 5.0" 9.0 12.0 I2.0" 6.0 4.0" 7.5" B.5" HEAD(SIDEWALK BOLT)'U.O.N. _70 16_D"10.5_r 7.0 11.0"16.0"12.5" 6.5 4.5 8,0 9.5 12.0'; 6.0 4.0" 7.5" B.5" DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. ____._. _ 100 12.0 6.0 4.0 7.5` 8.5" 12.0" 6.0•' 4.0" __ _ _ 2'MIN EDGE DISTANCE DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, a '12 EMS W/2•EYEWALL CI ci C3 _C9_ CS CS C2 C3 59 CS CI C2 C3 Gi C5 NUT OR WASHER WINGNUT. pW1TQR64VKL@RVDOpt ARMDR INSERT W/2"EMBED 43 16.0"16.0"11.5"14.0"16.0'!16.0"16_0" 7.5" 10.0"16.0''16.D" 9.0" 4.5" 5.5" 13.5• 1L MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. 15_2339 (2000ps1 MIN CONIC) _53 16.0''16.0" B.5" 11.0"16:0"16.0"11.5' S.S' 8.0" 16,5"iq.0" 7.0" 3.5' 5.5" 30.0" _ A 62 16.0"15.0" 7.0 9.5" 16.0"IB.O" 9.0" 4.5" 6.5" ]4.D"19.0 7.0° 3.5" 5.5" 10.0" 32 WHEN ANCHORING TO HOLLOW BLOCK SDS DRILLS SHOULD NOT BE USED TO 'cw" p DRILL INTO HOLLOW BLOCK NOR SHOOLD IMPACT DRILLS BE USED TO INSTALL p a paafrf3pl� 70 16.0"12.0" 6�0" 8.0" 16.0"14_5" 7.S' 4.0" 6.0" 10.5"14.0" 7.0" 3.5" 5.5" 10,0" CONCRETE SCREWS TO HOLLOW BLOCK 515'1 10.011 14.0" 7.0" 3.5" 5.5 10.0"14,0".7.0" 3.5" 5.5" 10.0" ,g 0125MS W/2.75-EYEWALL 43 166.0_16.0"16.0"16.0"16:0"16.0 16.0"10.0"14.0"16.0"16.0"11.5' 6.0"9,5" 16.0" c+ ARMOR INSERT W/2.5" 53 16.0"15.0"_12_0_'16.0"16.0"16.0''15.0" 7.s' IIT 16.0"16.0" 9.0" 5.0" 8,0" 17.0" 9� EMBED(2001psl MW CONC) 62 16.0"16.0" 9.5" 13.5"16.0"16.0"11.5" 6.5" 9.5 16.0"16.0" 9.0 5.0" B.0" 1J.0" 70 16.0"L6.0 B.0" 11.5"16.0"16.0 9.5" 5.5" B.5" 14.0"16.0" 9.0 5.0"B.5" 13.0" _-_ - 100 16.0" 9.01' S,0" 8.0" 13.0"16.0" 9.01' 5.0-18.0- 13.0"16.0" 9.0" 5.0" 8.0" 13.0" • mmom ®� ,_..... MOM Im momH41113 . Amo ©m mm' 'MIEN - ©m MEN - MINIM mom %�/ rr/ %///.P ®UO/ ///e!/!I /%% �!!/�%//U//i%%////i<������ �!/G® •' U�//////lam//�%/� . gg j�Oemol F/�/, ; / %�% l / r / / , / /' ®!/� //%�/� �r /% INI//% i !ri / %/ mEMU i////i////%i///tii�i, !///(U//%�fU////////!%///�U//!/liU//O%/fU//U/%////////2 ®%////���%///%%////''//!!/!/.M��///%///%///// - mFE� !//%i ® •'///!////////�%///%///%//////% U U/.0/// ANCHORWI 1-1/4'EMBED .,ILS11, ' �r!�/. � ; �%%'�,�� �%%//'% � ��'"'" • ' . ' WN/ �!�;'/� . ml ® ��!�, �IZI14W/Wiiii r///R/�i�, �m©©o©mamio©m©om©mmnommo©©©moom El MINIMIZE 0R MOM�mmmwmw ��� U%!/%/!!/ EKAP11!.D.MKM� %////�ma[•m%/may///� _ m©m©m. � mmmm©mo©mno ■� , •'//�J7%/U//%/��%///%i�7!%i%////�%%//////////l./%////.'//%%/////..E�IQ�➢�FIE51Q���%/////F���'.��%//%%/////%l/%itE� /r/// ////'•�r//////.��®�%tel t®�m �/!/!%/%%%%��%%1® U/////��! ,.. �N�/////.0%tY///, D . . mires/�iiiy!!a i�ii- /�/�i// /� !U /iiia �i r / i!i, �i,r !i 10 ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK /R N LB6NNMp0 PE. `````111111111 AM3NN6549 I:�j.v'�/I 2'MIN EDGE DISTANCE __ C1K••• �i Spans Up To 6'-0" Soon Up To 8'-3" Spans Uo To 12'•0" LOAD CON NTYPE COHNTYPE CONN TYPE NO p 0 ANCHOR Wsr) Cl C2 C3 C4 CS Cl C2 C3 C4 CS CI C2 C3 C4 CS _* E0U4654 tY12 SMS W/2'EYEWALL 43 16.0"16.0" 7.5" 9.0" 16.0"15.5•' 8.5" 4.5"C6511,65' B.5ARMOR INSERT W/1-114' S336.0"10.5" S.0" 7.0" 16.0"11.0" 6.0" 3.5" 7.0" 3.5" 3.5' S.0" - -bEMBED ,62 14 0°7.5"4.0" 6.0" 14.5" 9.0" 4.5" 7.0" 7.5" 3.5' S.On ;Q .• �Z� 0.170 11.5"6.0" 3.5" 5.5" 125 7.5" 1.5" 7.0" 35" 3.5"5.0" i STATE OF '-W RI PI100 " 5.07.D" ].5" 7.0" 3S" �s•'•:°L OgIpA,.•' wr.m ANCHOR SCHEDULE: WOOD (G=0.55) NAL 6N tPrur 1111111111 �<Q LS 3/4'MIN EDGE DISTANCE 01 Spans Up To 6'-0" Sparks Up To 8'-3" ann.Up To 12'-0" u j LOAD CONN TYPE CONN TYPE CONN TYPE Z i ANCHOR tD60 CS C2 C3 C4 C5 Ci C2 C3 C4 C5 Cl C2 C3 L1 CS W 1/4'LAG SCREW WITH I-3/4 43 16.0"L6.0"111.5'122.5"16.0"16.0-116.0"17.5" 9.0" 16.0"16.0.,1145,14.5-1 6.0" 16.0" MIN THREAD PENETRATION 53 160"16:0" 8.5" 30 0"16.0"Ifi.0"18.0" 0�0" 7_0" 16A"16.0"1L5" 4.0" 5.0" 16.0" LIT �s fit 16_0"16,0" 7.0" 8.5" 16.0"36.0"14_5" 5.0" 6_0" 16_0"16_0"11.5" 4.0" 5.6" 16.0" O 111 ui �111A1LlTt 70 16.0"16.0" 6.0" 7.5" L6.0"16.0°12.5 4.0= 5.5" 16_0'16.0"ILS' 4,0" S.0" 16.0" O 16.0"11.5" 4,0" 5.0" L6.0"16.0"11.5" 4.0" 5.0" 16.0"16.0"11.5" 4.0'15.0- 1070 a7/16'WOOD BUSHING WITH 43 160"16;0" B.D_10.0"16.0"15.5_ B.5" 4.5' 7.0" 15.5' 8.5" 4.5" 4.5" 7.0" i 1.13'MIN EMBED 0.1/4-20 53 16.0"10.5" 5.S" 8.0" 16.0"11.0" 6.0" 3.5" 5.5" 11.0" 7.0" 3.5" 4.D" 5.0" (n` t7 SS MACHINE SCREW 62 14.0" B.0" 4.5" 6.5" 14.5" 9.0" 4.5' 3.0" 4.5" 7.0' 7.0" 35" 4.0" 5.0" ns" 70 12.0" 6.0"3.5" 5;5" 12.5" 7.5" 3.5_ 4.0_' S.5' 7.0" 35" 4_0_' S.0" I•Ci --- ... "- !DO 7.0" 3.5" 4.0" 5.0" 7.0" 3.5" 4.0" 5A' 7.0" 3.5"51 4.0" 5.0" Ir t14 SMS OR A14 WO00 43 16.0"16.0"17.5'14.5"16.0"16_0"16.0" 8.0" 10.0"16.0"16.0"11.5" 5.0" 7.0" 16.0"SCREW WITH 1.3/4'MIN 53 16.0"16.0" 9.0" 11.5"16.0"16.0"15.0" 6.0" 8.0" 16.0"16.D" 9.5" 4.0" 5,5" 13.0'THREAD PENETRATION 62 36.0"16.0" 7.5" 9.S' L6.0"16_0"1115" 5.0" 7.0" 16.0"16.0' B.5" 4.0" 5.5" 13.0"70 16.0"16.0" 6.5" 8.5" 16.0"16.0"10.0" 4.5" 6.0" 19.0"1100 16.0" 9.5" 4.0" 5.S' 13.0"16.0" 9.5" 4.0" 5.5" 13.0"ANCHOR SCHEDULE: WOOD (G=0.42) _ &� m. 3/4'MIN EDGE DISTANCE �? LOAD Soans Up To 6'-0" Soens Uo To B'-3" 8ng0s Up To 12'-0" CONN TYPE CONN TYPE CONN TYPE E, ANCHOR tv�l CI Cz C3 C4 I CS Cl C2 C3 C4 CS Cl C2 C3 C4 I CS O 1/4'LAG SCREW WITH 1-3/4 43 16.0"116.0--1 9.0" 10.0"16.0"116.0"116.0"1S.5" 7.0" 16.0"16.0" 9.5" 3.5" 4.5"115.0" a MIN THREAD PENETRATION 53 16.0"16.0" 6.5" 8.0" 16.0"16.0"12.S" 4.5' 5.5" 16.0"15.0" 7.5" 3.0" 4.0""ILO" f4 N 62 16.0"16.0" S.S" 65" 16.0"16.0" 9.5" 3.5" 5.0" 15.0"15.0" 7.5" 3.0" 4.0"111.0" Imo" 70_16.0"135" 4.5" 6_0" 16.0"16.0" 0.0" 3.0" 4.0" 11.5'!15.0" 7S- 3.0" 4!0" 110" 1DO 15_0" 7.5" 3.0" 4.0"11A"15A" 7.5" 3.0" 4.0"11.0"I5.0" 7.5"_3.0" 4.0" ILO" "1 xt4 SMS OR st4 WOOD _43 16.0_16.0_' 8.5"_10.5"16.0"16.0"12.5" S.5" 7.0" 16.0"13.0" 6.5" 3.5' S.0" 10.5' SCREW WITH 1-3/4°MIN 53 16.0"16.0" 6.5' 8.0" 16.0"16.0", 8.5" 4.0" 5.5" 16.U'10.5" 5.5" 2.5" 4.0" 7.5" 0 THREAD PENETRATION 62 16.0"11.5' S.D" 7.0" 16.0"13.0" 6.5" 3.5" 5.0" 10.5"L0.5" 5.5" 2.5" 4.0" 7.5" �' " 70_16_0" 9.5" 4_5" 6.0" 16.6"11.0' 5_5" 3_0" 4.0" B.0" 10.5" 5.S'_ I.5" 4.0" 7.5" 100 5.5' 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 4'MIN EDGE DISTANCE G LOAD Soans Ul!-To 6'-O" Spans Uo To 8'-3" S.-Un To 12'•0" d s ANCHOR cpm CONN TYPE CONN TYPE CONN TYPE CS C2 I C3 I C4 I CS C1 C2 C3 I C4 I CS I CL C2 I C3 I C4 I CS 5/16•ITW TAPCON%L W/ 43 16.0"16.0"16.0"16.0"16.0"16.0'16.0"15.0"16.0"16.0 16.0"15.0 9.D' 14.0"16.0" 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.D"12.0" 7.5- 12.0-11. Y p ®�. 62 16.0"16.0"14;0"16.0"16.U"16:0!15.0" 9.0_' 14.0"16_0"16.0".12_0" 7.S' 12.0"16_0" s C 70 16.0"16.0"11.5°16.0"16.0"30.0'12.5' B.0" 12.5"16.0"I6.0":12A 7;5 12.5".16.0_' 100 16.0"12.0_'1 7.5" 12.0' 16.0"16.0'12_0" 7.5" 12.0"16.0"16.0"112.0" 7.5" 12.0"16.0_' 5 5/L6•ELCO ULTAACON W/ 43 RAF 16.0"110.5"14.0 16.0"16.0.10.5' 6.5" 9.5" 16.0"11.0 5.5"/ 5.5"19.0" 2.1/4'MIN.EMBED 53 16.0"13.5' 7.5" 11.0"16.0"14.0' 7.5" 7S" 13.5' 9.0" 6,5" C4MTIGIROWKLOB1WOOfC 11_0' 5.5" 6.5" 9.0" 9.0" 6.5" 15-2339 5 70 15.0" 8: 5.0"�8:0_T_15.54 8.5= 5.5" z 100 9.0' S.5" 6.5_9.0" f �/// S.5" I. 9.0" 6.5" _ I'MIN EDGE DISTANCE __ _ C�� ' -W- _ C1 R C3 C4 (5_ CL C2 C3 [4_ GS C1 C2 C3 C4 CS $12 SMS W/2"EYEWALL 43 16.0"16.0" 9.5' 11.5"16.0"16.0'14.0" 6.0" B4O" 16.0"14.5'1 7.5" 3.5" 5.5" 11.5' ARMOR INSERT W/2'EMBED 53 16.0"16.0' 7.0" 9.0" 16.0"16.0' 9.5" 6.0 3.0' q.5" 8.5' ��_ 62 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' �a 70.16_0"10.5" 50" 6_5' 16.0"112.5-1 6.5' 3.0" 4.5" 9.0" 115" 6.0" 3.0" 4.5 8.5 ANCHOR NOTES:SEE SHEET 100 11.5" 6.0" 3.0" 4.5" B.5" 13.5" 6.0" 3.0" 4.5" 8.5"111.5"16.0"13.0" 4.5" 8.5" 9 FOR ANCHOR NOTES.