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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 2 i • a o ' - Ir o �� r BCIS Home I Log In ! User Registration Hot Topics Submit Surcharge j Stats&Facts Publications Contact Us BCIS Site Map Links Search Florda �.� Product Approval USER:Public User 9P6�r� Product Approval Menu>Product or Aoolicatlon Search>Application List>Application Detail FL# FL13757-R6 Application Type Revision Code Version 2017 Application Status Approved Comments Archived ❑ Product Manufacturer Town and Country-Iridustries, Address/Phone/Email 400 West McNab Road Ft.Lauderdale,FL 33309 (954) 51 tomj@tc-alutc-alum.com Frank Bennardo C Authorized Signature frank@engineeringexpress.com Technical Representative Thomas B.Johnston Address/Phone/Email 400 west McNab Rd. �I Ft.Lauderdale,FL 33309 (954)970-9999 \�\ �l� tomj@tc-alum.com ^�� Quality Assurance Representative N� `a Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed ® Florida Professional Engineer V ❑ Evaluation Report-Hardcopy Received 1 1 Florida Engineer or Architect Name who developed Frank L.Bennardo,P.E. �� 1\ the Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation and Management Institute Q 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 Indeol.odf FL13757 R6 COI Indeo2.odf FL13757 R6 COI Indeo3.odf 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 hqs://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgk7yHMuo... 11/15/2018 Florida Building Code Online Page 2 of 2 FL13757 R6 Equiv Eguivl.odf FL13757 R6 Equiv Eguiv2.1)df FL13757 R6 Equiv Eouiv3.pdf i 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 Dwgl.odf Approved for use outside HVHZ:Yes Verified By: Frank L.Bernardo,P.E.PE0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See installation drawings for allowable span/pressure FL13757 R6 AE Evall.Ddf combinations and additional limitations of use. Created by Independent Third_Rarty:Ye 13757.2 6.8 Streamline Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757 R6 II Dwg2.Ddf Approved for use outside HVHZ:Yes Verified By: Frank L.Bennardo,P.E.PE0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See installation drawings for allowable span/pressure FL13757 R6 AE Eva12.Ddf combinations and additional limitations of use. Created by Independent Third Party:Yes =73-7-.3 E.A. Essential Facilities Accordion Aluminum accordion shutter approved up to missile level"E" for use with essential facilities and wind zone 4 applications. Limits of Use Installation Instructions Approved for use in HVHZ:No FL13757 R6 II Dwg3.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.odf anchorage,etc. Created by Independent Third Party:Yes bock F.ext Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,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 435.275 (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: ® W® �—R Credit Card Safe https://www.floridabuiiding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgk7yHMuo.... 11/.15/2018: ENGINEERING JW1, ,ffXPRESS@ August 4,2017 Florida Department of Business and Professional Regulation 1940 North Monroe Street Tallahassee,FL 32399 Regarding: Town&Country Industries 6.8 Accordion Shutter Project#15-2338 To Whom It May Concern: This office has reviewed test reports showing structural performance of the above-noted products. These test'reports pertain to testing performed in accordance with ASTM E1996-05, Performance of Exterior Windows, Curtain Walls, Doors and Impact Protective Systems Impacted by Windborne Debris in Hurricanes. We have determined that for the purpose of determining the structural performance of this product, this standard is equivalent to ASTM E1996-09,which is a referenced standard in the Florida Building Code Sixth Edition(2017). ���iirrrrr� Respectfully, H BED 10ENSF AUG 07 2 0 PE0046549 Frank L.Bernardo,P.E. ��,�•, STATE OF ,•' lV ENGINEERING EXPRESS® ',�s ' •L ORIOP.• G��� 4PE0046549 I Cert.Auth. 9WS5,sZONAL,E� 15-2338 160 SW 12TH AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 PHONE: (954) 354-0660 - FAX: (954) 354-0443 ENGINEERINGEXPRESS.COM V.%.AOJECfStSl31B U ACC�N SHARER.M-UPDATE FLt=7A FMN14 FlW S=CODFROJECT MOLT M UPDATETIST335&EWNJ 13757.IDOC • ENGINEERING •. PRESS' August 4,2017 Florida Department of Business and Professional Regulation 1940 North Monroe Street Tallahassee,FL 32399 Regarding: Town&Country Industries,Inc. 6.8 Streamline Shutter EX#15-2339 To Whom It May Concern: .This office has reviewed test reports showing structural performance of the above-noted product. These test reports pertain to testing performed in accordance with ASTM E 1996-05 Standard Specification for Performance of Exterior Windows, Glazed Curtain Walls, Doors and Storm Shutters Impacted by Wind Borne Debris in Hurricanes. This standard is adopted in the- Florida Building Code Sixth Edition(2017) and is equivalent to ASTM E 1996-09,which is also.: an adopted standard in the abo�Ximefi p9ged building code. Respectfully, :' O No P�p046549 j G0 FLjj S SASE pP. �?� Frank L.Bennardo,P.E.'% F!o?.. �`\` ENGINEERING EXPRESS®1'1ic`�S/ONA� N #PE0046549 1 Cert.Auth.9885 15-2339 i 160 SW 12TH AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 PHONE: (954) 354-0660 - FAX: (954) 354-0443 ENGINEERINGEXPRESS.COM Y1Pfi0JECfS16ritDOL STREVl -FU-D TE FL137PIF NIA FtOf♦ 0=MDE•MJEDNVg jFW�M­MMY QUNV IVS2DDD WENGINEERING - 7 EXPRESS August 4,2017 Florida Department of Business and Professional Regulation 1940 North Monroe Street Tallahassee,FL 32399 Regarding: Town&Country Industries E.A.ESSENTIAL FACILITIES ACCORDION Project#15-2340 To Whom It May Concern: This office has reviewed test reports showing structural performance of the above-noted products. These test reports pertain to testing performed in accordance with ASTM E1886-061- Performance of Exterior Windows, Curtain Walls, .Doors and Impact Protective Systems Impacted by Windborne Debris in Hurricanes. We have determined that for the purpose of determining the structural performance of this product, this standard is equivalent to ASTMV E1886-05,which is a referenced standard in the Florida Building Code Sixth Edition(2017). �..g..... •: tespectfullY, � '•�� .O No PE000549 UG0 w_ TE OF '�4U S TA Frank L. Bennardo,P.E. %�T' • FL OR10P ENGINEERING EXPRESS® #PE0046549 I Cert.Auth. 9885''/ �ONA \�.� 15-2340 160 'SW 12T" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 PHONE: (954) 354-0660 — FAX: (954) 354-0443 ENGINEERINGEXPRESS.COM V:OWIEOTS,6 EA EMEWM FAOMIE9 ACOO(aDpN•F$A.UFOATE R IMM3 FORM4 FLORFROECTWP4'ID1I FDD UPDATE,&. �OUNFL1115i8DOD OtPoE . RaTE ENGINEERING EXPRESS® PRODUCT EVALUATION REPORT ENIGINEEIRING EXPRESS® EXPERT PRODUCT 'EVALUATION REPORT August 4,2017 Application Number: FL13757.2-R6 EX Project Number: 15-2339 Product Manufacturer: Town&Country Industries Manufacturer Address: 400 West McNab Road Ft. Lauderdale, FL 33309 Product Name&Description: 6.8 Streamline Shutter Large Missile Impact Resistant Accordion Shutter Scope ofEvaluation. This Product Evaluation Report is being issued in accordance with the requirements of the Florida Department of Business and Professional RegulationBuilding Commission Rule Chapter ia—E0 P 9 (Florida( 9 ) P ��+�= F.A.C.,for statewide acceptance per Method 1(d). The product noted above has been tested and/or evaluated as summarized herein to show compliance with the Florida Building Code Sixth Edition (2017)and is,for the purpose intended,at least equivalent to that required by the Code. Re-evaluation of this product shall be required following pertinent Florida Building Code modifications or revisions. Substantiating Data; • PRODUCT EVALUATION DOCUMENTS EX drawing#15-2339 titled"6.8 Streamline Shutter", sheets 1-11, prepared by Engineering Express, signed&sealed by Frank L.Bennardo, P.E.is an integral part of this Evaluation Report. • TEST REPORTS Uniform static structural performance has been tested in accordance with ASTM E330-02/TAS 202 test standards per test report(s)#HETI-10-3024, HETI-10-3026, HETI-10-3033,and HETI-10-3034(signed and sealed by Candido F. Font, PE)by Hurricane Engineering&Testing Inc.(HETI). Large missile impact resistance and cyclic loading performance have been tested in accordance with ASTM E1886-05&Ell 996-05/TAS 201 &203 test standards per test report(s)#HETI-10-3035, HETI-10- 3036, HETI-10-3037, HETI-10-3038, HETI-10-3039, HETI-10-3043, HETI-10-3042, HETI-10-3041, and HETI-10-3040('signed and sealed by Candido F.Font, PE)by Hurricane Engineering&Testing Inc. (HETI), in addition to-test report#0353-1102-07(signed and sealed by Vinu J.Abraham,PE)by Hurricane Test Laboratory, LLC(HTL). • STRUCTURAL ENGINEERING CALCULATIONS Original Engiri sFd Structural engineering calculations have been prepared which Pages =1 through g '• evaluate the product based on comparative and/or rational = NO analysis to qualify the following design criteria: 1. Maximum Allowable Spans 2 w= 2. Minimum Allowable Spans Frank L.Be P.•' 2�� 3. Minimum Glass Separation o #PE0046549'�� 1' I '' 160 SW 12T" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 3 4121i►I% PHONE: (954) 354-0660 - FAX: (954) 354-0443 ENGINEERINGEXPRESS.COM VW.ZXE Mi6 52 GIFTAKRE-M-UPUM RUWI]MRMA nor VL COOESPOJEC@Y ?i6CUPQiElsame.EYALlI'1i16fI110{. ENGINEERING EXPRESS® August 4,2017 Town&Country Industries—6.8 Streamline Shutter Page 2 of 2 A. System Porosity 5. Anchor Spacing 6. Anchor Capacity No 330/6 increase in allowable stress has been used in the design of this product. Separation from glazing is required for use within the HVHZ and essential facilities.An equivalency letter is provided with this evaluation report for equivalency to ASTM E 1996-09. Impact Resistance: Large Missile Impact Resistance has been demonstrated as evidenced in previously listed test reports, and is accounted for in the engineering design of this product. Wind Load Resistance This product has been designed to resist wind loads as indicated in the span schedule(s)on the Product Evaluation-Document.(i.e.-engineering drawing). Installation The product listed above shall be installed in strict compliance with the Product Evaluation Document(i.e. engineering drawing),along with all components noted therein. The product components shall be of the material specified in the Product Evaluation Document(i.e. engineering drawing). Limitations & Conditions of Use: Use of this product shall be in strict accordance with the Product Evaluation Document(i.e.engineering drawing)as noted herein. All supporting host structures shall be designed to resist all superimposed loads and shall be of a material listed in this product's respective anchor schedule. Host structure conditions which are not accounted for in this product's respective anchor schedule shall be designed for on a site-specific basis by a registered professional engineer. All components which are permanently installed shall be protected against corrosion,contamination,and other such damage at all times. This product has been designed for use within and outside of the High Velocity Hurricane Zone(HVHZ). 160 SW 12TH AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 PHONE: (954) 354-0660 - FAX: (954) 354-0443 ENGINEERINGEXPRESS.COM VV IMXMI6 62 GTFEA1 -M•VPCREF-R2 FC "f4 FLor=o!)0 COUEFP61ECriWPV IyM Uf9ATE116iS00-EVLFI.Uf63DOC 1111 iIII� FR pUa6549""a ,(rE.1 6.8 STREAMLINE SHUTTER ;,..��, .`�.. ... 9 GENERALNOTES: - FOR USE WITHIN AND OUTSIDE THE HVHZ No PE004654 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDINGCODE SIXTH - ZONE,AND THE IINNTERNATIONAL BUILDING CODE(IBC)FOR USE WITHIN AND BC ANOUTSIDE D INTERNATIONAL RESIOCITYDENTIAL NE CODE( UNLIMITED WIDTH (I p N (IRC).THIS SYSTEM MEETS MISSILE LEVEL"D"AND INCLUDES ESSENTIAL FACILITIES AS DEFINED IN �O'. srarE OF 0,4 ASTM E1996-09.SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. sECTloN 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE %,<`s'. <ORIDP,.• WLu m �m DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE S 11/ Cco LLD u, FLO IDA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN YlIII I I TIT u. LLN PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. Zw DUi cti gg 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E1886/E1996/E330. Q h QQ s 0 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 [� 1Q W =o SAFETY FACTOR. Z $t m tag S. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL PLAN VIEW W �'"w ®z CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. 3 re 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND a og1. LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. <� o w y 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE = ti G DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0.85 uv SHALL BE USED. Z B. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC En th a! n SITE. cc9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL 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 O �+1 >r w tl 61GIS-23 OF THE FLORIDA ADMINISTRATIVE CODE. 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE R ¢e a CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR N fi VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM o mm ra THE STRUCTURAL SUBSTRATES DETAILED HEREIN. o�rn�° 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 80TTOM ^ OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SI9NED,DATED AND TRACK E a SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE 6 DEVIATION.AS A CONDIRON TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL LOCKING MECHANISM,SEE E 3 g 13. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM TYPICAL PLAN VIEWS c INFORMATION: TOWN&COUNTRY INDUSTRIES FORT LAUDERDALE FL TYPICAL ACCORDION MISSILE LEVEL D-HIM E1886,E1996&E330 1 SHUTTER ELEVATION TAS 20UL 202&203 FLORIDA PRODUCE APPROVAL NUMBER TABLE 2'" 1 N.T.S. EXTERIOR ELEV 6 14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 F 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. _ NON-HVHZ ESSENTIAL 16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR BOX LOCK AT CENTER OR SIDE CLOSURE. HVHZ FACILITIES a 17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. SHUTTER i @ sI 18. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS of I 19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". SPAN 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 I GRADE GRADE GRADE I sI 22. SHUTTER MAY BE INSTALLED WITH UP TO(2)ADDITIONAL BLADES OF SLACK. 5L a 23. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 72" 2-1/4" 1-5l8" 2-3/8• 99" 3.1/Y 1 1-7/8" 3.5/8" 1-7/8" ° TABLE 1: TABLE 1 NOTES: 120" 4-1/8' 1 2" 4.1/4" 2'DESIGN PRESSURES SHOWN IN"ACCORDION 144" 4-7/8' j 2' 5" 2'1. i ACCORDION SHUTTER SHUTTER SPAN SCHEDULE"ABOVE ARE la I3 ;��.P MAXIMUM ALLOWABLE DESIGN PRESSURES TABLE 2 NOTES: c SPAN SCHEDULE 1. HVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. AT EACH RESPECTIVE SHUTTER SPAN. 2. NOTTHVHZ:DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND BROWARD COUNTY ooPn°mrtEuxcL�alnm°Pe POSRIVE NEGATIVE 2. LINEAR INTERPOLATION BETWEEN SHUTTER FCORmW.- I 15-2339 SHUTTER SPANS IS NOT PERMITTED.FOR SPANS 3.,NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND _ DESIGN DESIGN - SPAN PRESSURE PRESSURE BETWEEN THOSE INDICATED ABOVE,THE ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A SCAM PAGE D°smwnowt PSF PSF ZONES DESIGN PRESSURES FOR THE NEXT HIGHER MINIMUM SPAN OF LEAST G SPAN SHALL BE USED. 4. .INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ WITH SPANS LESS THAN 30"SHALL 72" 100 100 HAVE 2-7/8'MINIMUM SEPARATION FROM GLASS WHEN 5 30'ABOVE GRADE,AND 1-5/8"WHEN>30' , ABOVE GRADE. I 99- 70 70 S. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN THOSE 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 IN ACCORDANCE WITH ASTM �ul 5 144" 43 40 E1996-09. 1 PROJECTION VARIES • ... ���` K L• ll�P�D465a9NNA 0, �0.115.2.87 - - - _-- 4.874'MAX. `��..P�•,... . �- � �•: Ste'• � N 0.125"0 ( l0.06 2" I0o�04.0562" r'• ` '• N o T p..F O.O 4 65 41 0080' _ 708° 0.100' {--1.830' 1.70 0.100" 0.080" � 0.195" 0 :'`Q*�•_=_ N95" ATOF 0 .0.096 - 070° 2820" • Z0.125' 0.062" 1.908"00600 �m0 IDAfn 0.630 1.993•0.062' 0.062•0.630' 3 .971° "-.630 0.1a3 .0i N . O_069° 0.971° 0 �10- 60° . W EN' 0220 D ZW O �uS 0.06 630 a0.062 0.062°� too" >Ua� a406T �1.069°4 . 0.062" 2�v1f y z� 5.745'MAX. SUPPORT LEG OPTIONAL V I I 0.200• }-1.069•4 0,062° 0° WW ONJ '°'o 1069" 0.062- O W S Z 5.745°MAX. 0 � Oj WALL O BUILD OUT WALL O STREAMLINE CEILING TRACK O STREAMLINE WALL TRACK O HEAVY HEADER/SILL O LITE HEADER/SILL o w SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE I SCALE.HALF SIZE SCALE:HALF SIZE O h I ERE SHOWN,SCREW BOSSES FELT GROVES ARE OPTIONAL N ON ALL EXTRUSIONS n m 0,874"�- } 2.655 0.875 2.195" I {--}0.510' 2.195• 3 .:pD �. NIl`_�r.�I�-5i1ff n.✓a f __+): .i m�N^ I'I II }I�I _I TI 0.10��'i 010_ q 0oN IILN'i 0 1I.1I.•'a 0 O5° II�r. E�I;`' _1ll.2TNn30" 5' 0.060" 1.229° �4. p 0.7 5o mrn Yn¢r3f m 2.655" Fr 1.069" /v2 4.84' 510'� v .831" m sz,-" 9 lE0 0.075° 0.075° ���� _0.105• o.99° O.oaa•4.510• E $�GO7 g NOTE:TESTED THICKNESS OF a 0.781° 4.510" � 3.506'� BARE METAL W/O PAINT IS 0.039" � r` °-� - O7 SILL Og SILL ADAPTER Og EXTENDED SILL 10 EXTENDED SILL ADAPTOR 11 ADJUSTABLE SILL BOTTOM 13 6.8 STREAMLINE SLAT/BLADE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE ,6y SCALE:HALF SIZE Fi 6' 4.7s3'� 00.143' .143'1 O.OBD° U.477" 0.34�1° 1I.570° 0 510° 0.590, �-t0.245' 1.708 0.143" 0.09 0.060° 0.115" 0.080 0.117" 4.510' IV �0.180 c4 0.080° �4gFp 9 cq7 0.044° 0 227" 0.682" 0.630' .693°' 'I 15-2339 N07E:THICKNESS OF BAREF 2.822' U0.420' SC METAL W/O PAINT IS 0.039• PAO!DCS=Pn0N10N16.8 STREAMLINE STACK 1B RADIUS CEILING HEADER/SILL �g WALL SILL CLI I 18b WALL SILL SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE � F1WNK L BENNMDO P.E J}0.125' 0.610' STAINLESS STEEL 280"I I ALUMINUM HER OR `��� N 7i� -- ----- - ASSEMBLY d O". - 6.L. LI,. 0.320°0 HOLE ° ',[I. 50" 0.357' - T yI�,I *: No g I NYLON v w u�i S10 x z-�/q°410 HT S.S. I I I 'b 'FO046 0 0.880 O.OSp• WHEEL U p O °D INSERTS /TC ULTRACOTE It- SCREW W f ,.; .• O.S Y INTO COATTopp, M '7' ry 1.300°i �0.240' J---11~-- r TRACK (TYP TO�&BOTTOM) N0.062°t 1 �m•.• STAr �•�L ,4 1P •4e FOR .'C W m Bx NYLON BUSHt G W/WASHER: �_I i S ••.•qT m 5"MAX TYP.AT EVERY OTHER 0.870' 0.750° 7/16'0 x 1/2,I @ INTERIOR 30INT TOP 0.154° 0.137' �,�i0 .... r1 0�' INSIDE JOINT AT TOP. 7/16"p x 1°Cdd INTERIOR JOINT BOTTOM - � ";'Ni ENG`\ `.,� N r CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EXTERIOR �/III 1 j1\ W W O .S'u 19 ANGLE - HOUSING-ZINC DICAST,POWDER COATED W s 22 ROLLER ASSEMBLY O BUSHING ASSEMBLY LY DETAIL O BOX CENTER INSERT Zf�Q �¢I�SCALE:HALF SIZE 24 26 U Q �� SCALE:HALF SIZE NOTE: MAY BE KEY OPERATED OUTSIDE SCALE:HALF SIZE SCALE:HALF SIZE it Z G OR KEY/THUMB TURN OPERATED INSIDE. Z f }o.zsa° 23 BRASS PUSH LOCK WW �N � SCALE:HALF SIZE 6 = R0.155" 1.978" 0 W w RO.500" 4.000° ffc; 742` 0.286° 1.603° 0.500" 10° 1,224• 0.267° 0.623' N F 0.790" 0.090" 0.319" 0.531' 0.531° m N Pi 0.064' m 0. �26• o 2.250". I 0.09 m 0.250° •--�• mo c 6 r 0�607' 0.607" 0.118' ��0.224" .239' �' 'N i I m.7 ,y�n v�i ry F$ I I -2.000" 0.060^ 0.496° 0.240' m m n v, In rnCIL m •-'1 1.758" I I �li�-m-0 A 27 RAINGUINGUARD 28 DECORATIVE FLOOR TRACK 3.476° I- 11 IOI�? m SCALE:HALF SIZE SCALE:HALF SIZE 0.160° 0222' 0.240° m.<G 1.001 0.062° 0.062" r 0.062' �0.176" ag 30 UNIMATE LOCK 31 MALE BOX CENTER 32 FEMALE BOX CENTER m f Gt SCALE:HALF E SCALE:HALF SIZE SCALE:HALF SIZE C 7 u 00 E .5 {- } coy m p 5.500'x 13/16"WIDE 0.400" ,A 167' 7/16'0 STAINLESS m STEEL NUT � � t L 30 0.125 4' 0.188' •� .'"- Ogyi" 0.438" L- TMP• 5/16°0 INTERNAL 5/16 STAINLESS MACHINE STEELCREW q tt N�Ua 0.121° �4.500° �t0.689 POWDER COATED,ZINC DIE-CAST THREAD SECTION A HEAD STYLE VARIES rn 1.050°t a kill eg� DELTA MODEL 2022 36 T-LOCK ADAPTER 37 T-SCREW INSERT 38 THUMB SCREW @ �e INDUSTRIAL SYSTEMS (OPTIONAL) o -;o.zs4• 40a Ob 40c �a st�8 a € SCALE:FULL SIZE SCALE='FULL SIZE �` e 35 BOX LOCK SCALE:HALF SIZE m SCALE:HALF SIZE 1 i f-z.000• 2" & 3" EX f--1.625°•--f l,sOO^ -IT-o.1zs° I I0.125• ALE: HALF SIZEgpp0.00.125" 0.093° a @ : FOO � 0.125"0.250 ry m 0.093' '^ 15-2339 oescRlvrsoHl 7,000 I OALT. 1" END STRIP 21 1.5"x3"x0.093" ANGLE 25 2"x3"xO.125" ANGLE 9� 39 2X7 ANGLE 0SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE 1 ENNARDD�P, ANY ANCHOR PER ANCHOR EDGE DIST. - ♦ \ �/� '.I' SCHEDULE @ 18'O.C. EXISTING DIST. ♦♦♦ \•-- �i GLAZINGIF = SEE END STRI(Ztr y�o N SCHEDULE FOR N110\t No E004 4 .ANGLE EMBED F� SPAN WHEN LMI*G: _ I O LEG D RECITON - d "R� 20,40a,40b 0R.$00, N EMBED. 77 (INTERIOR) II 11 666 4�aF, 1/4" OR 6.8 SiARTER� ir- 17 .. fh 17 .. MAX. WITH 21 OR 2 Q•• �O4-1-11- AC MIN.0.062"THICK 6063-T6 ALUM. ANGLE 1'x 1"MIN.TO 2'x 5'MAX. 21 25EDG (ANGLE LEG MAY BE REVERSED) // 1v DIST' FASTEN ANGLE TO TRACK W/ I I 38 ANY ANCHOR PER ANCHOR f2)S10x1'SCREWSATSCHEDULE @ 18"O.C. CORNER TOP&60TTOM)AND O13 `TO 6.8 STARTERW/30 N12 x 1/2'GALVANIZED OR S.S.SMS, SS.SMS2 3/16 0 IUM POP Z!LL'1 �N S 13 R 12 12 6.80"(TYP.) i 3/16p ALUM.POP RIVET,OR 1/4-20 RIVET OR 1/4-20 MACHINE W u°O i4 w^ez(1)BRASS PUSH LOCK OR(1) MACHINE BOLT&NUT @ 18"D.C. ERNATE END STRIP DETAIL BOLT Jk NUT @ 18"D.C. S G (EXTERIOR) 5/16-18�IUMB SCREW INTO THREADED WIT 6.8 STARTER AND ANGLE •U)Lu INSERT 3 AT 1/3 SPAN TO 2/3 SPAN SCALE:3"=1'-0" ANY TRACK W/ FROM BOTTOM OF SHUTTER.RECEIVING END STRIP SCHEDULE SCREW BOSSES. W wp m TYPICAL PLAN VIEW HOLE SHALL BE 3/8•MAX WIDTH,UP To SCALE:3"=l'-O" 1'HEIGHT. PSF SPAN 1"BID(2.7-) 62 1UP 100• P: 40 82 1 94" USE(1)BRASS PUSH LOCK 112 80. OR(1)5/16-18 THUMB 132 75- SCREW I 0 THREADED LOCKING DETAILS FOR 2•BID(3,7") 62 B5" SEE END STRIP INSERT 37 AT RIN SPAN CENTER MATES 72 BB N TO 2/3 AN FROM SHOWN ON RANDOM ®° ez 3•' SCHEDULE FOR MAX. w BOTTOM OF SHUTTER. ry SPAN WHEN USING RECEIVING HOLE SHALL BE 30 DETAILS 3•B/0(4.7-) 62 �" K o 3/8"MAX WIDTH,UP TO 13 p 72 79• F F` o 1-HEIGHT. 30 ® 2 I 1= 1/4" OR688 STARTER 40c, ED Qm ALT.1'BID 62 110" P,j MAX. WITH 21 OR 25. �.5*O p (2.7) 72 102" ui n O`� a'e 82 95• M�Ay,•jzm_ 132 81' 40 40 USE APPROPRIATE W $€ 1.5'x3' 45 9w 40 20 STARTER STRIP E v a FOR CLOSURE 9y 't 13 x0.083' 567 2 87• BUILDING CONDITIONS. E 23 2I 84 78" FASTEN STARTER STRIP + g (INSIDE) D 76 TO TRACK W/(2)010x1" 8 2'x3' 46 139" SCREWS AT CORNER.TOP 2 x0.1z5• 52 1 ALTERNATE END STRIP DETAIL &BOTTOM. o 13 60 SCAI.LE-3"=1'-0" ANY TRACK W/SCREW . 64 118" BOSSES. f I 70 1 _ Ya¢ r! p SILL ��R' W FOR GREATER SPANS OR LOADS THAN !n SHOWN IN END STRIP SCHEDULE,END r SnUPS REQUIRE A L"xl•.090•CLIP ANGLE k1 o a R ! (n ` AMID NCHOR S USING CHEDULE ANCHOR ON THE EXISTING GLASS ANCHOR SCHEDULE 9 TTO END STRIP. 333 22SS 13 SCREW 00.1/420 90LTT0 END STRIP. EMU . e USE(1)BRASS PUSH LOCK 30 w USE(1)BRASS PUSH LOCK L� (( �§ OR(1)5/16-18 THUMB gam OR(1)5/16-18 THUMB (INSIDE) 49 SCREW I 0 THREADED 30 13 a SCREW I O THREADED �( 0{� °d INSERT 37 AT 1/3 SPAN SILL it��I rY INSERT Ci7)AT 1/3 SPAN Z a tt TO 2/3 AN FROM 1 9g TO 2/3 S N FROM Q BOTTOM OF SHUTTER. (OUTSIDE) �a BOTTOM OF SHUTTER @d RECEIVING HOLE SHALL BE BEgB 3/B"MAX WIDTH,UP T ODETAILS WO/CORNER POST 1"HEIGHT. 23 CC1 TYPICAL OUTSIDE CORNER CLOSURE s 30 > h A >� NTS 13 3o C PYRD1 FRkWLlSNARDOPE 13 23 13 SILL 31 215 (OUTSIDE) 15-2339 `ifi9 USE(1)BOX LOCK AT 1/3 �� - SPAN TO 2/3 SPAN FROM Pwoc DESL7RPRONL BOTTOM OF SHUTTER ( OTYPICAL INSIDE CORNER CLOSURE � m CC2 DETAILS WO/CORNER POST d MULTIPLE SHUTTER ASSEMBLY 9� NTS gww SCALE:3"=1'-O" d wa ' I FRANK L BENNAR003 P.0 Cl CONNECTION TYPEREFERENC 7, 7' MAX. 5 SCHEDULEE ANC R EXISTING FOR MAX. STRUCTURE HOST Z/ - - SPACING Cl CONNECTION TYPE 1/4-20 MACHINE BOLT __ _ \ REFERENCE ANCHOR 1/2°3 W/NUT @ 12"O.C.OR = �; Op I \ SCHEDULE FOR MRX. ® #14 SMS @ 6"O.C. _*• SPACING 1/2° (TYP.TOP&BOTTOM) _ to 0 N ALUM. TUBE fJ 14 4 2 FASTENERS 6063-T6 ALLOY O T m EACH ANGLE SEE TABLE A FOR SIZE, I 10:_n SQORnOR ��(l� I S+ w0 U3 OR fll6 Z i.i ids H7 1"x 2"x 1/8" k I u / ACTERNATE THRU BOLT a // OR 2"x 2"x 1/8" Cl CONNECTION TYPE ALUM.ANGLE ° _ REFERENCE ANCHOR MN.GLASS I( SCHEDULE FOR MAX. SEPARATION THREE 3/16"0 ALUM. 13 �,,I� '�' �+ SPACING PER TABLE ja Z'_ �"` d�'Cq�m POP RIVETS OR I GLASS = am WW S.Ni_3S z� THREE#12 SMS,TYP.. 17 I I OR DOOR 3/16"0 ALUM.POP N y,am 17 RIVET OR#12 SMS I I I v q� Erw Ow TABLE A(m) @ 18"O.C.(TYP) ':t--__ �I N w rtoo PRESSURE VS ALLOWABLE LENGTH \� w \�OF3'�3}1 v=i 2Y2•xl1//8' 350yO/B° MAY USE MALE OR _ PSF No BfO No B(0 FEMALE LOCK-SLAT O a C 62 13V 188• 13 ALTERNATE THRU BOLT w`' , I 1/4"MAX.FROM PIN C5 CONNECTION TYPE 72 124• 17V O TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR R CONNECTION TYPE e° GUIDE R BUSHING CC3 REFERENCE ANCHOR i-, -1 WASHER)TYP.) rnuu�1 82 119` 172• NTS SCHEDULE FOR MAX. SCHEDULE FOR MAX .il "� 19 •,. WT�� 92 114` I65, SPACING _--JII/ 14x3/4"SMS @ 9"D.C. Qc 102 110' I60` / ANGLE TO TUBE CONNECTION 0 M 6 m 120 304' 14T c e O M 2"x 2"x 125" b )y TABLE B(CC4l EXISTING HOST �� ce 3S 1`� 9T 131• STRUCTURE EMBED. 6063-T6 ALUM TUBE 20D 1 88• 114° PRESSURE VS ALLOWABLE LENGTH 5 CONNECTION TYPE 2k2531/8° 35c3'7c1/8 EDGE DISTANCE REFERENCE ANCHOR y PSF W[iH B/0 WITH BJO SCHEDULE FOR MAX. $$ SPACING E 62 113• 166• E 72 107' 15T (USE AN FASTENYANCHOR SHOWN Cb ALTERNATE BUILD OUT MOUNT SECTION a 02 101• 147' IN ANCHOR SCHEDULE) SCALE:3"=1'-0" 92 95, 13 • 1 13r � 120 7A By 83° 122' n 150 74• 10V w `C' 200 64" 94• w r m � 2"x2"x 3/16 RIVET OR#12 SMS .090"6063-T6 MN GLASS 13 I- m c a _ @ 18"O.C. OR 1/4-2 17 ALUM TUBE TYP. In o EPA RATION i Z u o NUT&BOLT(TYP.), '�F PER TABLE M o w w a a��ai d■ 3/16"0 ALUM.POP a o m '^ b ALUM. TUBE RIVET OR#12 SMS 6'Q GLASS X �Za 60fi3-T6 ALLOY @ 18"O.C.IT gww OR DOOR Oar ¢a a SEE TABLE @ FOR SIZE. 2"x 5"x 1/8"2 FASTENERS x CONTINUOUS h EACH ANGLE ALUMINUM ANGLE m 1"x 2"x.093"6063-76 OPTIONAL ANGLE INSIDE 3 16 n THREE 3/1fi"0 ALUM. ALUM.ANGLE,TYP. 17 ORIENTATION TYP, 17 0 $ r o POP RIVETS OR 56' $ q6 r 17 THREE#12 SMS,TYP. W EO O. c t x 2 x 1/e 4 CONNECTION TYPE OR 2"x 2"x 1/8" 13 ALUM.ANGLE EDGE DIST' REFERENCE ANCHOR •� e > SCHEDULE FOR MAX USE MALE OR FEMALE N, SPACING COPffnffFPAYILBBAY=PE LOCK-SLAT EXISTING CONCRETE, 15-2339 13 73 BLOCK OR WOOD FRAMING scwle3 - - !9 (OUTSIDE) EE INSIDE SILL MOUNT SECTION PAGEDEs«1vr1oH3 #12 x 1/2"GALVANIZED SCALE:3"=V-0" i , - , CC4 TYPICAL CORNER CLOSURE DETAILS OR S.S.SMS 3/16"0 ALUM. POP RIVET,OR 1/4-20 SIDE CLOSURE OPTIONS NTS MACHINE BOLT&NUT SCALE:3"=T-Q" @ 18"O.C. L1vl f FRANK L,BENNAR00 P,E. a PE0046549 1 C5 CONf ECTION TYPE z J REFERENCE ANCHOR EXISTING 0] SCHEDULE FOR MAX. STRUCTURE GLASS w w'^ GLASS Cl CONNECTION TYPE S"MAX. 7/4-20 MACHINE BOd�f�. 1 •.0 OR DOOR r w r OR DOOR w w i-- REFERENCE ANCHOR 19 W/NUT(la 12"O.C.022 ;• No r r r w 0 0 SCHEDULE FOR MAX. - #14 SMS(la 6"O.C.- - _ ]Q Z'-' r N 0 SPACING tEIRA 13 MN. 13 ==ut= k/2'• (TYP TOP&BOTTEI ro: t O VI GLASS r z u m /2" — Z 1/4"-20 THRU BOLT W X m EPARATION m 0 m Q LOCK NUT 12"O.C.ON Q=0:¢ #14 x 1/2"SMS @ 12"O.C. PER X z Zr w t; Q T I.W.k1 12 n 1/2"SMS�(nl 12"O.C.E. r-r OR 3/16"0 ALUM.POP TABLE 2 Q p¢a VI S DR 6 OR/ � �� OR 3/16"0 ALUM.PO w j RIVETS[ul 6"O.C. OR 1/4"0 F m w 0 1 80R6 J �j�iSS ul RIVETS(al b"O.C. E. u ALUM.POP RIVETS(d 12"O.C. ¢ �V "la R 1/4"0 ALUM.POP RIVET 11 AND 3 MN GLASS 1-I" ( � s12"O.C.E.S. 1/4"MAX.FROM PIN ASSEMBLY 1/4"MAX.FROM PIN SEPARATION > t O / GUIOE TO BUSHING 13 r 0 mAND 0 GUIDE TOBUSHING 1/2 TYP' WASHER(TYP.) PER TABLE2www ZASSEMBLY WASHER(TYP) GLASS N r z u m Wci"W1/2" 1/2"TYP. EXISTING CONCRETE, 0-1 W 3 CONNECTION TYPE OR DOOR Q d K OR WOOD FRAMING BLOC X z o z r z m / EDGE REFER ENCE ANCHOR ¢ o Q W w w 4 CONNECTION TYPE 015T. SCHEDULE FOR MAX L 0. o W REFERENCE ANCHOR SPACING u'A 013 DSTE.GE SCHEDULE FOR MAX. Q SPACING AS SHOWNZ-C w 3 CONNECTION TYPE IN DIAGRAM ON PG.9 "W uri (]OR 6 OR G v3 REFERENCE ANCHOR EXISTING CONCRETE, 0 0 6 SCHEDULE FOR MAX.SPACING.ALT.FASTENER BLOCK OR WOOD FRAMING /2 4"1/ MAX.FROM PIN S® LOCATION.FRONT AND Cl CONNECTION TYPE GUIDE TOR BUSHING BACK ANCHORS NOT REQ'D REFERENCE ANCHOR 1/ WASHER(TYP.) W•'�H 1/4"MAX.FROM O INSIDE MOUNT SECTION SPACING�OR MAX. 79 ... o,� WITH THIS LOCATION PIN GUIDE TO SCALE:3"=1'-0" SPACING BUSHING WASHER 5 CONNECTION TYPE ra 1 c O INSIDE MOUNT SECTION z REFERENCE ANCHOR N p m E7 ITYP.I SCHEDULE FOR MAX. c C,^� SCALE:3"=1'-0" 7._e p P7 EXISTING CONCRETE. SPACING pa�te� / BLOCK OR WOOD RAMI EMBED. 52< / TYP BOTTOM CQ BUILD OUT MOUNT SECTION EXISTING CONCRETE, SCALE:3 1'-0" BLOCK OR WOOD FRAMI G W NOTE:FOR DETAILS A. ❑,AND E ON THIS SHEET, EDGE DIST EXISTING B, 4 CONNECTION TYPE STRUCTURE THE BASE TRACK MAY BE INSTALLED IN SECTIONS REFERENCE ANCHOR EMBED 5 CONNECTION TYPE WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS SCHEDULE FOR MAX REFERENCE ANCHOR A MINIMUM OF TWO SETS OF ANCHORS IS A m EO E R MINIMUM OF 12"LONG.THE SILL OR CEILINGING SPACING SCHEDULE FOR MAX. TRACK W S 6 SPACING USED WITH TH THE BASE TRACK MUST BE CONTINUOUS 6 OVER THE GAPS BETWEEN SECTIONS. 3 16 &ryRO w 0 r ut F j w 0 GLASS w gp OR DOOR LA r 0 GLASS 13 r N w w r J g R 012 x 1/2"SMS @ 12" EPARATI = 2? p W w �7 w O.C.OR 3/16"0 ALUM. PER VI o In Q II 13 I-w N'n w r w 0 7 POP RIVETS(1 6"O.C. TABLE 2 ❑z F. GLASS OR u 0 2 =u r✓I w w w OR 1/4"O ALUM.POP < ix Q OR MN GLA N r z MN GLASS 13 Z ,zum RIVETS(a112"OC f DUN PER TABLE2 w Zr � o g[ � SEPARATION Ln.O Q ¢ a Q i n PER TABLE 2 'w a r ( AND© J N 1/4-20 S.S.MACHINE O 1/4"MAX.MA% FROM PIN Q Stl� SCREW 8 NUT(al F u N ASSEMBLY 1/2„ 1/2 GUIDE TO BUSHING " ia5& 12"O.0 ¢ TYP. WASHER(TYP.) 1- a GLASS �0+ 0 N 1/4"MAX.FROM PIN OR DOOR 1/4"MAX.FROM PIN m w 0 % GUIDE TO BUSHING w 4 CONNECTION TY E 1/2"`O4 GUIDE TO WASHER(BYP SING > ¢ WASHER(TYP EDGE REFERENCE ANCHOR EXISTING CONCRETE. DIST. SCHEDULE FOR MIX BLOCK OR WOOD SPACING AS SHOWN 2 CONNECTION TYPE 15-2339 EXISTING CONCRETE, 4 CONNECTION TYPE IN DIAGRAM ON P .9 REFERENCE ANCHOR SCALE. _ OR FRAMING BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX. 6� "x x 1/4"CONT. 3 CONNECTION TYPE #12 x 1/2"SMS 12" SCHEDULE FOR MAX. SPACING PAGE DC6CRIVrIOht �° SPACING.ALT.FASTENER EXISTING CONCRETE, 0631 ALUM.ANGLE REFERENCE ANCHOR O.C.OR 3/16"0 ALUM. LOCATION.FRONT AND BLOCK OR WOOD FRAMING 11 AY BE REVERSED SCHEDULE FOR MAX. POP RIVETS @)6"O.C. BACK ANCHORS NOT REQ'D S SHOWN DASHED) SPACING OR 1/4"0 ALUM.POP WITH THIS LOCATIONWALL RIVETS @ 12"O.C. O SCALE MOUNT0SECTION O SCALIE C3 .l'-00IDE MOUNT SECTION OO WALL/BUILD OUT O SCALE:3"=1'-0" MIN GLASS GLASS SEPARATION Z� II F,�AAN"K��L III NARDO,P.E. OR DOOR PER TABLE 2 130 5 \ tt yrEU0J43oS DOOR OR IC: NoP 'Q GLASS OR 0046 ' u=i w a 000R MN GLASS X w ^ SEPARATION 3=W MN GLASS w J PER TABLE 2 F �- SEPARATION r Siq Z r PER TABLE 2 w r Q �'li+ FI pr� $tp N = 2 Z p r N= )) 1 An H I QT ZOU YZ In�) ,ONIIL u. II 1 13 X wO:N U1 9-X 1-� gg _N J 12 1 1/4"MAX.FROM PIN GUIDE X J ou a Cl ONNECT16N TYPE 13 X w D:m 7 V �t ° I 70 BUSHING WASHER ITYP.1 28 G SC EDULE FOR MAX. -'O Q ww3 I TWO 1/4"0 WOOD 250'. PACING Q fL °N y. xw LAG SCREWS @ 24" d z O.C.MAX.WITH 2'• C4 CONNECTION TYPE l) .250" W THREADED PENETRATION REFERENCE ANCHOR 1� will ui "T"INTO CENTER OF 2X STUDS /w SPACINGSCHEDULE FOR MAX. w r eb ~O EMS."T' 14 SMS @ MIOSPAN BETWEEN /w G /O B /w STUDS FOR TRACK TO 1"z 4" /PLYWOO EXISTING HOST STRUC RE D 8 TUBE CONNECTION STUCCO FINISH t".4 x.125' a 6063-T(5 ALUM.TUBE THIS DETAIL TO BE USED WHEN STUD SPACING DN DECORATIVE FLOOR TR DETAIL pO WALL MOUNT SILL DETAIL w EXCEEDS THE MAX.ALLOWABLE ANCHOR SPACING. SCALE:3"=1'-0" SCALE 3"=l'-0" g m OWALL MOUNT SECTION THIS DETAIL MAYy rn�g m SCALE 3"=1'-0'• ALSO BE USED 7 z°O m AT TOP cc:to c ACCORDION SHUTTER PER PRODUCT APPROVAL o —GLASS r IMN.GLASS OR DOOR v D w SEPARATION D .� UI ° PER TABLE2 13 S v' EXISTING WOOD IG=0.421 APPLICABLE AT TOP • AND OR BOTTOM X ¢ w 2 TRUSS OR RAFTER .1 0. Q a @ 24"MAX.O.C. 2"OR 3' ul ): w EXISTING FINISH ` MATERIAL 1 r i 1/2'MIN. 5 6 TO MAX.FROM PIN GUIDE TO BUSHING WASHER(iYp) r f ii li y 2°x 3°x 3'e x CONTINUOUS OR 2.175° ALUM.ANGLE W/THREE �� m 3 6 1/4"TILE(TYP,) 1/4-0 WOOD LAG 2°x1-6A %CONTINUOUS - FINISH MATERIAL SCREWS WITH 2-3/4" �9� 6061-T6 ALUMINUM ANGLE � 444 314"PLYWOOD MINIMUM THREADED 0.9°MIN.THICK 606146 ALUM TRACK X204 PENETR "T"INWOOD@ S 6 € FASTENED TO ANGLE WITH 1 �—1/4"0 A325 GRADE THRU BOLT @ 7"O.C. EACH RAFTER OF TRUSS, }�2x ANGLE FASTENED TO /- OR 5/16"0 A325 GRADE THRU BOLT @ 12"O.C. # ¢¢ rg MACHINE SCREWS AT 3°FROM ENDS 24"O.C.MAX.WHERE !!lIEEEE9@ EXISTING3KSICONCttE7E - GALV.OR S,S. ANGLE EXTENDS BEYOND HOST STRUCTURE WITH AND 9'O.C.FOR THE BALANCE LAST TRUSS MORE THAN 6 ,A EM D �� �— 1/4"o ELCO ULTRACON TO CONCRETE/CMU Q �'O EL.CO ULTRACONS AT EXISTING CONCRETE HOST 6", EXTEND ANGLE TO 3'FROM ENDS AND 4'O•C 2-1/2'MIN. S.O.C.W/1-1/4"MIN.EMS. ¢ r„i / STRUCTURE(3000 PSI MIN) OR 1/4"Ga LAG SCREW 9"O.C.W/1-7/8" NEXT TRUSS. w W r a FOR BALANCE WITH 1�• MIN.EMS. IN WOOD SG 0,42.TO 0.55. r vi s'o^ ' MIN EMBEDMENT AND 2S4• MAX.DESIGN LOAD AT S'-O'MAX SPAN: w w )3 EXISTING CONCRETE, MIN EDGE DISTANCE, t 62 P.S.F. 13 =T w= I � I STAGGERED WITH 3'MIN. HOLLOW BLOCK OR M °N Q OOPYRIfJRIRANCLN3fYADDPE SPACING,TYP. MAX.DESIGN LOAD P.S.F. °MAX SPAN: WOOD FRAMING.SEE 2"z S"x 1/8"CONT. X Z o Z r 15-2339 t 52 .S.F. ANCHOR N TYPE .' ALUM.ANGLE(6063-T6) Q N Q BUILDOUT MOUNT STRUBASECTURE EOF v f ON DER _ HO SCALE:NTS (MAX.DESIGN LOAD x 72 P.S.F.) q PAOE DEHtlttPTiONf Hb PASS THRU DETAIL O SCALE;3"=1'-0" TRUSS MOUNT SECTION °p r SCALE:3,"=1'-0" EXISTING HOST ALT.LEG DIRECTION Fqqr� nNA800,P.E. STRUCTURE 1/4"ALL POINTS SOLID SET ANCHORS WITH 7/8°MIN 1 4!CUon 7 12'MIN FROM EDGE OF ACCORDION ROUND WINDOW EMBED IN CONCRETE OR HOLLOW BLOCK,3'MINIMUM EDGE OF SHUTTER, SHUTTER BLADES .;;ASSEMBLY 1/2° SPACING,AND 3°MINIMUM EDGE DISTANCE TOP Oft BOTTOM (2)6063-T6 ALUMINUM -' ANGLES PER BEAM END,SIZE 0 1/2" PER SPAN TUBE SCHEDULE 6549 ' EMBED. I SPAN TUBE PER DESIGN SCHEDULE C9 p - ACCESS HOLE ' *I ; EDGE OF ACCORDION z 1/4-20 MACHINE BOLT W/NUT @E F 3.5°MIN SHUTTER BLADES f u 12'O.0 OR#14 x 3/4"SMS 6"O.C. B TYPICALvw1/2"MAX. �i EDGE 3 16 =_� �n M =o 2.875°0 HOLE(TO RECEIVE '`I+`J O w ROUND WINDOW ASSEMBLY) DISTANCEGLASS a m MAXIMUM OF 3 WINDOWS �ryG II SEPARATION 13 °C p= W W �N 9 a PER EVERY OTHER BLADE GLASS OR o �'"w Z DOOR 0 6 IOU B)0: =W € 1 LIGHT-N-VIEW WINDOW fI°CyCu�`o 3'MIN 0o W S� / wa .1 6 8 N.T.S. EXTERIOR ELEV 2=m DISTANCE1 2• N w F 5 6 lz ZLLC Y 00 10 3 16 1/4"MAX.FROM P GUME ril NBUSHING WASHEIN R ITYP.1 m w~ inn ACCESS 1/4-20 MACHINE BOLT W/NUT QED ur T 1/2• HOLL 12'O.0 OR O14 x 3/4"SMS 6"O.C. s 2.675"0 HOLE TO t� RECEIVE ROUND EMBED. SPAN TUBE PER DESIGN SCHEDULE WINDOW ASSEMBLY I C� 1/2" (2)6063-T6 ALUMINUM �Hd o -TMAX. ANGLES PER BEAM END,SIZE 1 ��111�•E°O r1 EXISTING PER SPAN TUBE SCHEDULE ,p•o§cc a! HOST 1/4°0 THRU BOLTS SEE BEAM z_m&� ` STRUCTURE SCHEDULE FOR REQUIRED NUMBERS aW EMB ALL IN CONCSOLID ETE OR HOLLOW BLLDQ 3 MIMMUM FmF 0.125' --{}}}}}---0.125' SPACING,AND 3"MINIMUM EDGE DISTANCE 5 o 0,032' 0.032"- { s s III MAX.DESIGN LOAD m a 0.196, , _ 3 SPAN TUBE SECTION / \ 8 N.T.S. VERT SECTION t°O 6 / \ SPAN TUBE SCHEDULE LOWABLE TUBE NUMBER OF ANOBR�.S PEER MINIMUMANGLE + I E WIROUND NDOW TIE SHUTTER SPAN THR"OLTS ANGLE LENGTH e8 (n Li ASSEMBLY STOP BOTTOM Top BOTTOM TOP BOTTOM TOP BOTTOM a oil g M TUBE TUBE TUBE TUBE TUBE TUBE TUBE TUBE a .`}�ai Yx6k 60- 123.8' 135.2' 2 2 2 3 4• 71 \ 0.125' B6- 101.T lour 2 2 3 3 7- 7- / 123' 89.9" 94.4• 2 2 3 3 7" 7" 2k8k 60' 129.1' 157.w 2 2 2 3 4' 7- n! L} q i / \ 0.125" 11% 124.1• 2 2 3 3 7" 7• TS C I@@([ 123' 102.8' 108.8' 2 2 4 4 10- 10, s�1lPPgg, 138.0' 186.W 2 2 3 3 T T 02.875" 03.250" 1rt 0.188" ( I � 96° 122T 155.71 2 2 3 4 T 10" GOB' �y I 123' 115A' 137.5' 2 3 4 6 10" 13" a @@ y BD" 158.1' 240.0' 2 2 3 gp3 ffiffi g \ / 0.187S 140.8 229.8 2 3 4 8 10" 18" 7.1 l ift f �3R °)[l LIGHT-N-VIEW WINDOW \ / 123, 1322' 203.1' 3 4 s 7 13' iB' 8 g iii ktV N.T.S. -SABIC PLASTICS SLX1431T-UL-94HB i/ SPAN TUBE SCHEDULE NOTES: COPAIXiBRL1NfL8BNM00PE 1. USE x x x x 4°ANGLES FOR 2°x5'&2"x6"BEAMS. 15-2339 2. USE 2'x5°xl/4r ANGLES FOR 2"x8'&2'X10"BEAMS. SCUE. - 3. USE BEAM SCHEDULE FOR DETAIL 3/8. rwae orsu7rrloxi 4. TOP&BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER CONNECTION DETAILS.WHERE USED TOGETHER,BEAM MUST BE LIMITED TO TOP BEAM SPANS.S. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND 2 BLADE W/ ROUND WINDOW BELOW THE BEAM.MID-SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS, ANCHORS,ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS 9 N.T.S. EXTERIOR ELEV ABOVE AND BELOW THE BEAM. 6 LAP a BEAMS7. ALL BEMS AND ANGLES TO BE 6063-T6 ALUMINUM. O ©00m©0000©m0�m©©©©0©m®©0mm0m0© 1 - �mmi/i/�mmmmi/i,mmmm/imm�mmmm�mmmm�mmmm MIN CONC) 1-1/4'EMBEDm�m / ii��iii iii iii�i WoNO,iWN, Viii mmmmmmm iii/mmm ilia, as o/m/mom � - m milli%iai mm is 0 m ilia,// a elal ii ai mm is mmm ai iii mmm omvz/ iii iai • ;_.,......._.... mmaiaiiai��/�iii t€1 mmm%////mmm%/%/%///i%//,m%///%//,%//,%//a%//,mmm9mmmmmImmmm%////%/ %////m '• ®Emmi/i i///,mm i/ /i ////m///%i///////%i///%i////mmmmmmm //,mmIm%%i////// m 0�%////%///////im%///L////ii'/////,%//ai%///a,'/////ai'/////,%///,%/////.'%////��%/////.mmm%/////."%/////.'%/////.L•E��, mm%////%/////,WIN®////%'//////%///%%///%%///%%///%%////%///%%//%%//,mm /,mmm%/////WON%///,mm%///, 9m%///i///%ice//%///%//////V//%%///%MM/1///%%///%%//////M/%%/////,"'/////%'///////.tm''///////.%////%////mm%///i%////�/%imm%////, mmANCHOR W/1-1/4'EMBED mi////%////mmi////%////%////mmi////%//,i//%%//%mmi//,mm®//,i//% //%mm mm%///%//,%//aimm%///i%////%///,%////m % %/ mmm%/////.� �%///%%///%%//%%%//%ice%//a%//%/%///%i%///%i %///%%//%O/mV//%//,%/%%%,m%///%//,%%,%//,m'�%�/% ■mmmO�mDOD®mm©m©mm0mm©�mmmmmm�© ■m�00©m©00©m�00�m©Om©mC-�IOmmm©©m© �������-.:: %////%///%%/////.%/////."'///////.'%/////."%/////.'%/////.'%//%'%///%%///%%ONmmmmm mmmmmm®m ////,F Fi�/iris /i �m©om©m©©o©m©©m©m©ommmr-moo©mm©m© M•.-•-• Emp %//%///%iM%//,/�//////%%////%///%%////%/////.%/////.%////%// mm%////00anm%////V///%%///%%////mm%////%///%//%%///% m%'/////.%///%%////1////%%///%%///%%//%%//%%//%%////%///%i///////%i%////i%/////,Im%//,%///%%///,%///%m2%/////.'%///%%/////,%/////.m%///%%/////.%/////%%//// 10 J J FRANK L BENNAR00 P E ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK „]lull, /PEo046549 1� _ .2'MIN EDGE DISTANCE Spans Up To 6'-0" - .Spans UP To 813' Spans Up To 12'-0" 14 LOAD CONN TYPE = CONN TYPE CONN TYPE �'•' j� _ ANCHOR (pst) C, C2 C3 I C4 I CS Cl I C2 I C3 I C4 C5 CI C2 C3 C4 C5 =* No PEO04654#125MS W/2'EYEWALL 43 1fi.0"16.0" 7.5" 9.0" 3fi.0"15.5' B.S' 4.5" 6.5" 15.5" 8.5" 4.5 4.0" 7.0" _ 3 ARMOR INSERT W/1-1/4' S3 16.0"1D.5" 5.0" 7.0" 16.0"I1.0" 6.0 3.5" 5.0" 11.0" 7.0 3.5" 3.5' S.0" _•D •, _0 `3g EMBED 62 14.0" 7.5" 4.0" 6.0".14.5" 9.0" 4.S' 4.0" 7.0" 7.0" 3.5" 3.5' S. = aN =m 4k-[ 70 11.5' 6.0" 3.5" 5.5" 12.5" 7.5" 3.5" 3.5" 5.5" 7.0" 3.5" 3.S' S.0" %0:k% STATE OF IB lOD 7.0" 3.5" 3.5" 5.0" 1.0" 3,5" 3.5" 5.0" 7.0" 3.5" 3.5" 5.0" ���� '•.c<OR�OA-,••' =m V o ANCHOR SCHEDULE: WOOD (G=0.55) % N� AL IEN� W oN_gppp��� 3/4"MIN EDGE DISTANCE. I �u;qU 0 $-c LOAD Spans Up To 6'-0" Spans Up To 8'-3" Spans UD To 1Y-0" Q m u'z 6 rg AHCHO CONN TYPE CON.TYPE CONN TYPE is p _ (Psi C1 C2 q C4 C5 C1 C2 C3 C4 CS C1 C2 C3 C4 CS ON9 °W 1/4"LAG SCREW WITH 1-3 43 16.0"16.0"11.5"12.5"16.0"16.0"16.0" 7.5" 9.0" 16.0"16.0"14.5' 4.5' 6.0" 16.0" o ID$ i E��U MIN THREAD PENETRATION 36.0"16.0" 8.5" 10.0" 16.E 16.0" 6.0'. 7.0" "16.0"11.5" 4.0" 5.0" 16.0" N S s w 62 16.0"16.0" 7.0" 8.5" 16.D"16.0"14.5" 5.0" 6.0" 16.0"1L 11.5" 4.0" 5.0" 16.0" G W b 0 W LU 70 16.0"I6.0" 6.0" 7.5" 16.0"16.0"12.5" 4,0" 5.5" 16.0"16.0"11.5" 4.0" 5.0" 16.0" �p 100 16.0"11.5' 4.0" 5.0" 16.0"16.0"11.5" 4.0" 5.0" 16.0"16.0"11.5' 4.0"1016,0"6.0" 7/16'WOOD BUSHING WITH 43 36.0"16.0" B.0" 10,0"16.D"15.5' 8.5" 9.5" 7.0" 15.5" 8.5" 4.5" .0" c 1.13'MIN EMBED&1/4-20 53 16.0"30.5" 5.5" 8.0" 16.0"11.0" 6.0" 3.5" 5.5" 11.0" 7.0" 3.7 .0' �_ rn 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" 3.5" 5.0"I1 �Q�IIR. 70 12.0" 6.0" 3.5" 5.5" 12.5' 7.S' 3.5" 4.0" 5.5" 7.0" 3.5" 5.0"100 7.0" 3.5' 4.0" &0" 7.0" 3.5- 4.0" 5.0" 7.0" 3.5" 5.0"S14 SMS OR#14 WOOD 43 16.0"16.0"12.5"14.5'1fi.0"�16.0"36.0" 8.0:' 300"160"160"51.5" 5.0" 6.0" v) !SCREW WITH 1-3/4'MIN 53 1fi.0"16.0" 9.0" 11.5'16.0"16.0"15.0" 6.0" 8.0" 16.0"16.0" 9.5" 4.D" 3.0" WTHREAD PENETRATION 62 Sfi.O"16.0" 7.S' 9.5" 16.0"16.0"11.5' S.0" 7.0" 16.0"16.0" 9.5" 4.0" 3.0" Q a70 16.0"16.0" 6.5'- 8.5' 16.0"16.0"10.0" 4.5" 6.0" 14.0"16.D" 9.5" 4.0" 3.0" ~a 100 16.0" 9.5" 4.0" S.S' 13.0"16.0" 9.5" 4.0" 5.5" 13.0"16.0'. 9.5" 4.0" 3.0" '9 a p M ANCHOR SCHEDULE: WOOD (G=0.42)' Q=_m 3/4"MIN EDGE DISTANCE ri Spans Up To 6'-0" Spans Up To 813" Spans Up To 12'-0" rn O LOAD CONN TYPE CONN TYPE CONN TYPE - O ANCHOR FF $ x �Vs� Cl C2 q C4 CS C1 C2 C3 C4 CS CI I C2 I C3 C4 CS 5 o g & 1/4'LAG SCREW WITH 1-3/4 43 16.0"16.0" 9.0" 10.0" MIN THREAD PENETRATION 53 16;0"16.0" 6.5"1 8.0" 16.0"16.0"12.5' 4.S' S.S' 160'15.0" 7.5" 3.0" 4.0" 11.0" •imp n 62 16.0"16.0" S.S' 6.5" 16.0"16.0" 9.5" 3.5" 5.O" 15.0"15.0" 7.5" 3.0" 4.0" 11.0" d c 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" r 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" 6 3'14 SMS OR S14 WOOD 43 16.0"16.0" 8.5" 10.5"16.0"16.0"12.5" 5.5" 7.0" 16.0"13.0" 6.5' 3.5" S.O" 10.5' r O 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' 16.0"10.5" 5.5" 2.5" 4.0" 7.5" 3 THREAD PENETRATION 62,16.0"11.5" 5.0" 7.D" 16.0"13.0" 6.5" 3.5" 5.0" 10.5"10.5" S.S 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' S.5" 2.5" 4.0" 7.5" 300 10.5" 5.5" 2.5' 4.0" 7.5" 10.5" 5.5" 2.5" 4.0" 7.5" 10.5" 5.5" 2.5" 4.01, 7.5" ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK ° g bran n 4'MIN EDGE DISTANCE G LOAD Spans Up To 6'-0" Spans Up To 8'-3" Spans Up To 12'-0" d 8 m rn CONN TYPE CONN TYPE CONN TYPE Lf m 0 ANCHOR �+ x �P C1 C2 q CA CS CI C2 q C4 CS C1 C2 q C4 CS R 5/16'ITW TAPCON XL W/ 43 16.0"16.0"16.0"16.0"16.0"16.0"16.0"15.."16.."16-."16.0"15.0" 9.0" 14.0"16.0" ! d 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"16.1. G 62 16.0"16.0"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" @ y 70 16.1"16.0 11.5"I6.0"16.0"16.0"12.5" 8.0" 121L 16.0 16.0"12.01, 7.5" 12.0"16.0' k! IOD 16.0"12.0" 7.5" 12.0"16.0" 12.0"16.0"I6.0"12.0" 7.5" 12.0"16.0" rr 5/16'ELCO ULTRACON W/ 43 16.0"16.0"10.5"14.0"16.0"16.0"30.5" 6.5" 9.5" 16.0"11.0" 5.5" fi.5" 9.0" a ga 4 2-1/4"MIN.EMBED 53 16.0"13.5" 7.5" 11.0"16.0"14.0" 7.5" 7.5" 13.5" 9.0" 6.5' COPYImFRRWO(LB9rfWA0PE m 62 16.0"10.0" 6.5" 9.0" 9.0" 6.5" 15-2339 70 15.0" 8.0" 5.0" 8.0" 15.5" 9.5" 5.5" 7.0" 9.0" 6.S' S,....: O 100 9.0" 5.5' 6.5" 9.0" 5.5" 6.5" 9.0" 6.5° 0 O PAGE DISC ON. O 2'MIN EDGE DISTANCE Cl C2 c3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 04 C5 C12 SMS W/2'EYEWALL 43 16.0"I6.0" 9.5" 11.5"16.0"16.0"14.0" 6.0" 8.0" 16.0"14.5' 7.5" 3.5" S.S' 11.5' ARMOR INSERT W/2-EMBED 53 16.0"16.0" 7.0" 9.0" I. 16.0" 9.5" 4.5" 6.5:' 16.0':11;5" 6.0" 3.0" 4.5" 8.5" 62 16.0"13.0" S.S' 7.5" 16.0"14.5" 7.5" 3.5" 5.5" 12,0"11.5' 6.0" 3.0" 4.5" B.S' ANCHOR NOTES:SEE SHEET 70 16.0"10.5' 5.0" 6.5" 16.0"12.5" 6.5" 3.0" 9.5" 9.0" 11.5' 6.0" 3.0" 4.5" 8.5" 9 FOR ANCHOR NOTES. lJ 4.5" B.5" 11.S' 6.0" 3.0" 4.5" as"