Loading...
HomeMy WebLinkAboutProduct Approval (2) Florida Building Code Online Page 1 of 2 Business eProfessionalRegutation, i BCIS Home I Log In ! User Registration Hot Topics Submit Surcharge t Stats&Facts Publications Contact Us BCIS Site Map Links Search b a r Product Approval a USER:Public User Product Approval Menu>Product or Aoolicatlon Search>Application Us t>Application Detail FL# FL13757-R6 Application Type Revision Code Version 2017 Application Status Approved Comments Archived ❑ Product Manufacturer Town and Country Ilidustries, Address/Phone/Email 400 West McNab Road Ft.Lauderdale,FL 33309 (954)493-8551 tomj@tc-alum.com Vo Authorized Signature Frank Bennardo frank@engineeringexpress.com Technical Representative Thomas B.Johnston Address/Phone/Email 400 west McNab Rd. Ft.Lauderdale,FL 33309 j (954)970-9999 tomj@tc-alum.com � I 4,� I Quality Assurance Representative Address/Phone/Email I Category Shutters \\" Subcategory Accordion \ Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report-Hardcopy Received �y Florida Engineer or Architect Name who developed Frank L.Bennardo,P.E. (� D the Evaluation Report Florida License PE-0046549 }� Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By ORLANDO L.BLANCO,P.E. ® Validation Checklist-Hardcopy Received Certificate of Independence FL13757 R6 COI IndeD1.odf FL13757 R6 COI Indeo2.13df FL13757 R6 COI IndeD3.odF I i 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 I https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgk7yHMuo... 11/15/2018 Florida Building Code Online Page 2 of 2 FL13757 R6 Eauiv Ecluivl.Ddf FL13757 R6 Eauiv Eguiv2.Ddf FL13757 R6 Eauiv Eauiv3.odf I Sections from the Code , I Product Approval Method Method 1 Option D Date Submitted 08/09/2017 Date Validated 08/11/2017 Date Pending FBC Approval 08/22/2017 Date Approved 10/10/2017 Summary of Products FL# Model,Number or Name Description 13757.1 6.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757 R6 II Dwal.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 Evall.Ddf combinations and additional limitations of use. Created by Independent Third Party:Yes -rs757.2 6.8 Streamline Shutter Large Missile Impact Resistant Accor Ion stem 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 span/pressure FL13757 R6 AE Eval2.Ddf combinations and additional limitations of use. Created by Independent Third Party:Yes 13757.3 E.A. Essential Facilities Accordion Aluminum accordion shutter approved up to missile level"E", for use with essential facilities and wind zone 4 applications. Limits of Use Installation Instructions Approved for use in HVHZ:No FL13757 R6 II Dwg3.Ddf Approved for use outside HVHZ:Yes Verified By: Frank L.Bennardo PE-0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+110/-128 Evaluation Reports Other:See product drawing for additional information, FL13757 R6 AE Eval3.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 AA/EEO employer.Copyright 2007-2013 State of Florida.:;Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: M7 ® ® eC� M Credit Card Safe i I .https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgk7yHMuo... ,..4.1/15/2018 . I , NM ENGINEERING ENGINEERiNt W*%kk-EXPRESS 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). Respectfully, �����`� �-'•'BEN ��'�, ` Q. LIGENs6z— �J AUG072 . = � _ a PE0046549 Frank L.Bennardo,P.E. 0 STATE OF ENGINEERING EXPRESS® ' �, ' F��RIDP.•''G\?`` #PE0046549 Cert.Auth. 9895,6"ONAL 15-2338 1 i I 160 SW 12T" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 PHONE: (954) 354-0660 - FAX: (954) 354-0443 ENGINEERINGEXPRESS.COM V.SPROJECfm16a19 G ACCCPLroN5NUTIEN-M-uPDATEFII]1 MFMN14 FIDRGA�CDO4R61ECTpYpMITFBC uPDATflt6]SVBEDUNAI])6),IDpC I EXPPESS I . 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�Xi�utefierxI}Fed building code. . `�stisE pQ Respectfully, \' O i ' ��' No PEpp46549 � G0 �= gCA�E OF FLOR�O�' Frank L.Bennardo P.E. • ' ENGINEERING EXPRESSell iSSIONPO� #PE0046549 I Cert.Auth.9885 15-2339 I I 160 SW .12T" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 PHONE: (954) 354-0660 - FAX: (954) 354-0443 EN GIN EERINGEx PRESS.COM i iVFWiG1ECT91l6 "6TREAM2E•F9A•UPDATE FLIYUJ FM"N FLO�B WDE-0RC?JEOF P M F FW UPWiE%1&-"WW-Fk13T"2D W � ENGINEERING EXPRESSO 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: i 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 El886-06, 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' E1886-05,which is a referenced standard in the Florida Building Code Sixth Edition(2017). BEN N .. q % ;'Respectfully, , : ��cENSE 'Q10 NO pE0046549 UG _ . STATE OF Frank L.Bennardo,P.E. ENGINEERING EXPRESS® �//FS • '•• #PE0046549 Cert.Auth. 9885/'�, OVAL 15-2340 i I 160 SW 12T" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 PHONE: (954) 354-0660 - FAX: (954) 354-0443 ENGINEERINGEXPRESS.COM ' V.NROJEGTSg6tJ.0 FA ESSEtlfIRL FIGFR�9 CCOflOgN•fM•I�ONEFL1JbTJ FIXt10N FlOPFpD.�CIWF1plT F0C IIPWTflISLwBEp11NiL111FT�DOC I i I ,•I I ' "t -P .. E . RmTs ENGINEERING EXPRESS® PRODUCT EVALUATION REPORT i ' ENGINEERING EXPRESS® EXPERT PRODUI3T EVALUATION REPORT - August 4,2017 Application Number: FL13757.2-R6 EX Project Number: 15-2339 Product Manufacturer: Town&Countrydndustries Manufacturer Address: 400 West McNab Road Ft. Lauderdale,FL 33309 Product Name&Description: 6.8 Streamline Shutter Large Missile Impact Resistant Accordion Shutter - scope-ofEvatuation: This Product Evaluation Report is being issued in accordance with the requirements of the Florida Department of Business and Professional Regulation(Florida Building Commission)Rule Chapter ( 0 5, 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). i Large missile impact resistance and cyclic'loading performance have been tested in accordance with !� ASTM E1886-05&E1996-05/TAS 201 &203 test standards per test report(s)#HETI-10-3035, HETIA0- 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 Wiest report#0353-1102-07(signed and sealed,by Vinu J.Abraham, PE)by Hurricane Test Laboratory, LLC(HTL). BEN • STRUCTURAL ENGINEERING CALCULATIONS Original EngZti s• Fd f �� Pages =1 firough Structural engineering calculations have been prepared which 9 evaluate the product based on comparative and/or rational = NO l analysis to qualify the following design criteria: 1. Maximum Allowable Spans 2 w 2. Minimum Allowable Spans 3. Minimum Glass Separation Frank L.Berrf11 , •. oP. ' #PE0046549'��' ►.'�' . 160 SW 12T" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33441211 it' j PHONE: (954) 354-0660 - FAX: (954) 354-0443 1 ENGINEERINGExPRESS.COM VAPROJECTQIb an 9fREAJAftZ-P9A-UPDATE FL07SJ2 FOR Mn FLOWARM C00E4TJ0JECTWP0M1 F90 UPOATflJ6>OaGBEYALFL1T512OOC 1 ENGINEERING EXPRESS® August 4,2017 Town&Country Industries—6.8 Streamline Shutter Page 2 of 2 4. System Porosity S. Anchor Spacing 6. Anchor Capacity No 33%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). I 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). 4;�rrinations & 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). I 160 SW 12TH AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 PHONE: (954) 354-0660 - FAX: (954) 354-0443 ENGINEERINGEXPRESS.COM WPROdECB1f6aA U WRS MI E-FBA•UPOATE FL-VI FOP M4 FLON BIRO COOE{RWECI9YpWj?FEC UFOATE11�AL.FL13,6yZ 6.8 .STREAMLINE SHUTTER GENERAL NOTES: FOR USE WITHIN AND OUTSIDE THE HVHZ ".'- -- 1. THIS SYSTEM HAS BEEN TES)TED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDINGCODE SIXTH EDITION _�1 No PEOOgg54 ZONE,AND THE INTERNATIONAL BUILDING CODEFOR USE WITHIN N BC AND INTERNATD OUTSIDE THE IONAL RESIDENTIA VELOCITY L CODE( UNLIMITED WIDTH (IRC).THIS SYSTEM MEETS MISSILE LEVEL"D"AND INCLUDES ESSENTIAL FACILITIES AS DEFINED IN O '• srgrE of ST E1996-09.SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. SECTION 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE 'i C<ORIOP•.•' W m"s�o 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 , fVTj N E LLN kt FLO IDA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN �lll 1 I i T I�1I w o 3 j g 1 PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. Z ui u 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E1886/E3996/E330. �> a 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES D1IVVIDED BY A 1.5 �4 1N 9 SAFETY FACTOR. Z a�O m D6c S. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND (II oM ®Z ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL PLAN VIEW D Lu CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. 3 r.. u 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND p w d 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 in s 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=0.8S u SHALL BE USED. z B. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC m as SITE N 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL °C, 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 61GIS-23 OF THE FLORIDA ADMINISTRATIVE CODE. W o a 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR:. VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM s e m THE STRUCTURAL SUBSTRATES DETAILED HEREIN. p n g o 0 11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL z� m DOCUMENTS. HURRICANE PROTECTION � g I 12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING BOTTOM m f 2 OFFICIAL MAY RE IRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIGINED,DATED AND TRACK E SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE DEVIATION.AS A CONDITION TO THE BUILDING OFFICIAL GRAIITING HIS/HER APPROVAL. LOCKING MECHANISM,SEE g 13. EACH SHUi`fER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM [YPICAL PLAN VIEWS o INFORMATION: TOWN&COUNTRY INDUSTRIES d g FORT LAUDERDALE FL TYPICAL ACCORDION MISSILE LEVEL D-ASTM E1886,E1996&E330 s SHUTTER ELEVATION TAS 201 202&203 FLORIDA PRODUCE APPROVAL NUMBER TABLE 2' 1 N.T.S. EXTERIOR ELEv .y 14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 15. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A MINIMUM SEPARATION FROM GLASS MINIMUM TENSILE STRENGTH OF 60 K.S.I.,U.O.N.POP RIVETS SHALL BE 1/4"0 OR 3/16"0 5052 ALUM.ALLOY. I NON-HVHZ ESSENTIAL E a- 16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR HVHZ a BOX LOCK AT CENTER OR SIDE CLOSURE. FACILITIES 17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. SHUTTER @@ Sa 18. FLOOR TRACKS MAY BE REMOVABLE AT NOWSTACKING LOCATIONS.USE REMOVABLE ANCHORS. INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS 3 s! 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 GRADE GRADE GRADE I 22. SHUTTER MAY BE INSTALLED WITH UP TO(2)ADDITIONAL BLADES OF SLACK. 23. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 72" 2-1/4' 1-5/8' 2-3/8" 99" 3-1/2" I 1-7/8' 3-518' 1-7/8" TABLE 1: TABLE 1 NOTES: 120" 41/8' 2" 4-1/4' 2' a ® 1. DESIGN PRESSURES SHOWN IN"ACCORDION 144" 4-718" 2" 5" ACCORDION SHUTTER SHUTTER SPAN SCHEDULE"ABOVE ARE 9j TABLE 2 NOTES: MAXIMUM ALLOWABLE DESIGN PRESSURES SPAN SCHEDULE 1. HVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. COPMWEPANKLBRAMPAII AT EACH RESPECTIVE SHUTTER SPAN. 2. NON-HVHZ:DEFINED AS1 ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND BROWARD COUNTY POsRNE NEGATIVE 2• LINEAR INTERPOLATION BETWEEN SHUTTER 15-2339 SHUTTER SPANS Is NOT PERMITTED.FOR SPANS 3.,NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND - DESIGN DESIGN SULu SPAN PRESSURE PRESSURE BETWEEN THOSE INDICATED ABOVE,THE ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A PAGE DESODyrIONy 1 DESIGN PRESSURES FOR THE NEXT HIGHER MINIMUM SPAN OF AT LEAST 30". PI SF) (PSF) SPAN SHALL BE USED. 4. .INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ WITH SPANS LESS THAN 30"SHALL I 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 120' 63 53 INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED. �7 6. SEPARATION FOR GLASS,OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM tiul 144" 43 4D E1996-09. 1 I `�� K • lilt p oaass<s PROJECTION VARIES � ' a. 0.115'2.874' y-- 4.874'MAX. =���;-•' s- 0 0.125° 0803*,1�1 0.450' T 0.080" No pF004654 0 1.708' 0.100" 0.062" 1{' _ '^ 1.708" 0.100• N = cV I -t- 0.080" 0.063T - •>i' b .w 0.195" 0.096' L 0.195" c .� 2.820• -n ol STATE v-1 �r �' 0.060" 0.060' N '•, , OF -z a -T. Zn 0.125" t In 0.630 0.630' 0.062° 1.993• 1.908" �ORIDA •$- m 8$y 0.630' 0.062" v 0.630" 0.062' .^i -1- 4- 0.141 0.096�/i, -4- -Li1 ---�0.971° }0.971°T 0.143' �1Iliillt��1� W0.062° .200° 0.062"�0o° --- 0.06" 1:,70" 0.630' .O1i 0.630° Z�n'�i 0>U G 0 k.069` 1.069" 0.06"�� 0.u6 4_ - u4 j<M 5gg5�ZIg-� SUPPORT LEG OPTIONAL y 0.200' I 0.062° 0 Zk °�N� Td O 5.745'MAX. �1.069"-} 0.062' 11.069°� Wlll u,4w,-, z 5.745'MAX. 3 _ Oj WALL O BUILD OUT WALL O STREAMLINE CEILING TRACK O STREAMLINE WALL TRACK O HEAVY HEADER/SILL O LITE HEADER/SILL cw ww 6 SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE.HALF SIZE SCALE:HALF SIZE H O Ft, WHERE SHOWN,SCREW BOSSES &FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS ^ m 0.874"}- _ 2.65-5" 0LK.0875I'0_" 2.195" �- D_5 2-°.19ji5" f ! 1it.230" 1.229" 5' 0.060 �f ��11ramii'11 =D_���cE $t oS o m IT 2.65S t" I 1 ' 2,3623 / �i 4.84° Ego 1<0 1.069" 631' ' . i rQkv ¢ 14 i 4.51D. ;. 0.075 0.075 4.510' 0.994'1I ggp 0.044' •.j o g m -J- 4.510' 0.07' NOTE:TESTED THICKNESS OF a }---- � 0.781° 3.506' BARE METAL W/0 PAINT IS 0.039" �� O7 SILL Og SILL ADAPTER Og EXTENDED SILL 10 EXTENDED SILL ADAPTOR 11 ADJUSTABLE SILL BOTTOM 73 6.8 STREAMLINE SLAT/BLADE r h SCALE:HALF S1ZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE H SCALE:HALF SIZE 4� [e 0.477" f� ��+ggqBggg� 0.143° 0.080°Jt 0.590' 0.341" 1.570° 0 530" 0.143°� !j .06 0.070° 0.245° 9@@@ w 1.708" 0.143" 0.096' 0.060°1}-�4.753' O11Sf (®0.080° 0.11TqQ ri 4.510•- { n }-O.1B0•e 'r ;I 0.080° 13 I � e 51 0.080 6.644° 0.227" 0.682° 0.630" ot8STAR ,I I 0 693° " 15-2339 NOTE:THICKNESS OF BARE 2.822° UO.420" SCOLF. _METAL W/O PAINT IS 0.039° PytE P15MMONlo[saaanoNs6.8 STREAMLINE STACK 16 RADIUS CEILING HEADER SIL18 WALL SILL CLI igb WALL SILL SCALE:HALF SIZE SCALE.HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE 71 1 - •_ RUWKL eENNAK00 P.E . `1I 1111 11!J r 1 P[-0046549 w=«,^c 1.9so• i}0.125• 0.610• STAINLESS STEEL 280.; 4 p NYLON WASHER OR �`\�N•••LI Zip ASSEMBLY T ALUMINUM !IlI��....II1i .• I I 0.320'0 HOLE o50 I 0.276'HI 0.357• :}•:- No pF ••_ v p NYLONN wIN- A10 x 2-9/4'410 HT S.S. II 0046 • g 0.880 0.05 WHEEL "u ao O.1 Y IN INTORTS CREW W/TC ULTRACOTE �-• "�r"0.591° = ]f �9 r, ID aN 11.100°� �0.240° r TRACK (TYP TOGPII&BOTTOM) N0.062° 1 /((�,• �llgOF � wm 8z ---111--� NYLON BUSHING W/WASHER: 5"MAX I TYP.AT EVERY OTHER 0.750' 7/16'0 x 1/2'@ INTERIOR JOINT TOP s$ 0.870' I M 0.154°-} �0.137' i N --•• q INSIDE JOINT AT TOP. 7/16"0 x 1°@ INTERIOR JOINT BOTTOM ENG�� �` �• CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EXTERIOR rrr r r I I I 111� RW o ._ u 19 ANGLE HOUSING-ZINC DICAST,POWDER COATED ZM UL Ua 22 ROLLER ASSEMBLY O BUSHING ASSEMBIJY DETAIL O BOX CENTER INSERT /I11ffa ¢u� ®ALL SCALE:HALF SIZE 24 26 {J o 0 � SCALE:HALF SIZE NOTE: MAY BE KEY OPERATED OUTSIDE m z SCALE:HALF SIZE SCALE:HALF SIZE y« OR KEY/T}1UMB TURN OPERATED INSIDE. Z a f-}o.zso• 23 BRASS PUSH LOCK WW D'"W S� z SCALE:HALF SIZE � � Z N d G RO.155" 1 978° 0 W R0.SOD° 4.000' 0.236" 1.742' 0.286' 1.6 03" 0.50D° 1.710° 1.224°' 0.267° 0.623" $ 0.090 0�.53•1• 0.531° 0.790• . ;0.064' 0.2 0 2.25 0.09 c 0671 �Nino ri 0.250° 0 6D7 018• �y J4224' .239' n 0.00 0.49fi 2.750• 0 0.240• 1.758 :�N3 ErnY 06 Grm 016 cc 27 RAINGUARD 2g DECORATIVE FLOOR TRACK 3.476" 240' ECE m SCALE:HALF SIZE SCALE:HALF SIZE 0.160" „I 0.222•-t t- - g 1.001 0.062° 0.062" 0.0.062" 0.176• -� bg 30 UNIMATE LOCK 31 MALE BOX CENTER 32 FEMALE BOX CENTERGt SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE G 7 -4-0.062' '-�2 og }--}0.400" }- 5.500"x 13/16'WIDE� `. m A 167• 7/16.0 STAINLESS STEEL NUT n T L I TTT !S//161'0 I ry:w0b;a•� D'0.125• 0.438" 0.188 5/16 ATyp INTERNALC:D LESSHIELCREW STAIN E q 0.12 1" � 'rm 4.500• f-1.0.689" POWDER COATED,ZINC DIE-CAST THREAD � PRI HEAD STYLE V ES . SECTION A 1.oso•4 e1 DELTA MODEL 2022 36 T-LOCK ADAPTER 37 T-SCREW INSERT 3S THUMBS EW � �•� Q � �e2 INDUSTRIAL SYSSCALE:HALF SIZE (OPTIONAL) SCALE:FULL SIZE SCALE:FULL SIZE ` c _'0.254" 40D 40b OC BOX LOCK SCALE:HALF SIZE 35 ZE g �2.000°-1 2" & 3' EXT �r0.125'SCALE: HALF IZE e 0.050• 0.125• 0.125' 0.093" e r g S I li 0.085• R ^ 'po o D.12$" D]PYIRiRNWCLB86WRDOPP 0.093" o.zso• 8 ^' 0.085' M 15-2339 SCAL • PArl - PARON�L DL9CRiP -7.000 O2X7 ANGLE 20 ALT. 1" END STRIP 21 1.5"x3"x0.093" ANGLE 25 2%3%0.125" NGLE 39 SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE i FRANx JBIE NARDOI PEE19 ANY ANCHOR PER ANCHOR EDGE DIST. SCHEDULE @ 18'O.C. EXISTING DIST. - GLAZING SEE END Sl'RIFC n SCHEDULE FOR�. No EMBED n SPAN WHEN t%I*G: O 3 LEG D RECITON 20,40a,40b OR.60C, o N EMBED. 17 (INTERIOR) II II 4a F, 1/4° OR 6.8 STARrER� 4.f t7 R� t7 MAX. WITH 21 OR 2 0 0 �.V EDGE"I� MIN.0.062"THICK 6063-T6 ALUM. I c gp DIST. //ANGLE 1'x 1°MIN.TO 2'x S"MAX. (ANGLE LEG MAY BE REVERSED) DiS FASTEN ANGLE TO TRACK W/ I iL71 e ANY ANCHOR PER ANCHOR (2)S10x1'SCREWS AT 1 j U SCHEDULE @ 18°O.C. CORNER TOP&BOTTOM;AND QQ 13 13 13 ATTACH ITO 6.8 STARTER W/ z g5 9 _ 13 B12 x 1/2'GALVANIZED OR S.S.SMS, Al2 x 1/2•GALVANIZED OR Z 4a.. 30 3/16'0 ALUM.POP RIVET,OR 1/4-20 S.S.SMS,3/16°0 ALUM.POP W 6.80"(TYP.) RIVET OR1/4-20 MACHINE v W" USE(1)BRASS PUSH LOCK OR(1) MACHINE BOLT®NUT @ 18"D.C. AL ERNATE END STRIP DETAIL BOLT NUT @ 18°O.C. (EXTERIOR) 5/16-18TxIUMB SCREW INTO THREADED WITH 6.8 STARTER AND ANGLE ulda � INSERT 3 AT 1/3 SPAN TO 213 SPAN SC 'L E:3"=1'-O" ANY TRACK W/ FROM BOTTOM OF SHUTTER.RECEIVING END STRIP SCHEDULE SCREW BOSSES. .00 Wp m TYPICAL PLAN VIEW HOLE SHALL BE 3/8°MAX WIDTH,UP TO SCALE:3"=1'-O" 1'HEIGHT. PSF SPAN 1'B/O(2.7') 62 1008' qp B2 194" n USE(1)BRASS PUSH LOCK 112 O' ,mq OR(t)5/16-18 THUMB 132 95, SCREW I O THREADED LOCKING DETAILS FOR 2•8/0(3,7•) 62 75' SEE END STRIP d INSERT 37 AT 1/3 SPAN CENTER MATES ® 72 8B"S. y X T02/3 AN FROM ° 82 3" SCHEDULE FOR MAX. Wip BOTTOM OF SHUTTER. SHOWN ON RANDOM n SPAN WHEN USING v RECEIVING HOLE SHALL;CIIE� DETAILS 3"B!O®(4.77 62 79' � 20,4Da,40b OR 40C, �� ,3/8"MAX WIDTH UP T 072 9• Wet"HEIGHT, u H, 1/4° OR 6.8 STARTER0 ALT.1'BID 82 110" I f� MAX. WITH 21 OR 25. c O in (2� 2 0" ,D a ,..... . o p t ce 8 95" EMN — - —- -- sD 112 81" 40 40 USE APPROPRIATE 132 76" STARTER STRIP TO 1.6'x3" 52 90� 40 20 PROVIDE CLOSURE T� 13 x0.093" o cS 60 81" BUILDING CONDITIONS. / SF 23 21 64 To FASTEN STARTER STRIP g I (INSIDE) 73 76, TO TRACK W/(2)1410x1" v 2'x3' 45 139" SCREWS AT CORNER,TOP x0.tz6• 2 ALTERNATE END STRIP DETAIL $BOTTOM. 67 ANY TRACK W/SCREW L� 60 1 SCALE 3"=T-0" BOSSES. n ¢a m 2s 64 116" pSILL a W FOR GREATER SPANS OR LOADS THAN Ld SHOWN IN END S REQUIRE STRIP SCHEDULE,END tl (/I MID SPAN USING ANY ANCHOR ON T HE A1'Xl'.090'CUP ANGLE EXISTING GLASS O Z ANCHD0.R 1/4-2IE 6I14x3/4'STRIP. I sf i 13 SCREW OR 1/4-20 BOLTTO BiD SIRIP. i 30 ut o w USE(t)BRASS PUSH LOCK B 9! ¢Q g I USE 11)BRASS PUSH LOCK OR(1)S/16-18 THUMB (INSIDE) 6 49 OR(1)5/16-18 THUMB � ¢m SCREW I 0 THREADED 30 13 F SCREW I 0 THREADED I °d INSERT 37 AT 1/3 SPAN SILL Si' SIt I m INSERT 7 AT 1/3 SPAN z a o: TO 2/3 AN FROM i m TO 2/3 S N FROM (OUTSIDE) u�a BOTTOM OF SHUTTER f7 p@ BOTTOM OF SHUTTER. RECEIVING" A WIDTHS UPLT BE i6 1"HEIGHT. 23 a TYPICAL OUTSIDE CORNER CLOSURES CC1 14 DETAILS WO/CORNER POST -- - ----- ' - 5 3D 14 �p NTS 13 30 COPlRT91FFIMLFEMLADOPE 13 \ 31 2 75 13 23 (OUTSIDE) 15-2339 `SILL USE(1)BOX LOCK AT 1/3 SCALE, SPAN TO 2/3 SPAN FROM Pwoe DC6OIIPRDNI BOTTOM OF SHUTTER O TYPICAL INSIDE CORNER CLOSURE dam 9b CC2 ¢ DETAILS WO/CORNER POST MULTIPLE SHUTTER ASSEMBLY g NTSww SCALE:3"=1'-0" d u:a \ FRANK L BENNARDO.P.E. Cl CONNECTION TYPE 1'414RIA/7� REFERENCE ANCHOR EXISTING HOST SCHEDULE FOR MAX. STRUCTURE 41� - _ -- SPACING / Cl CONNECTION TYPE 1/4-20 MACHINE BOLT \ REFERENCE ANCHOR 1/2° W/NUT la 12"O.C.OR �\� pp SCHEDULE FOR #14 SMS(al 6"O.C. _1k SPACING 0/2" (TYP.TOP&BOTTOM) _ U W C4 :7f ALUM. TUBE ` U �p 2 FASTENERS 6063-T6 ALLOY wH �0�'•, 6.T O ro EACH ANGLE SEE TABLE A FOR SIZE. I 17w ! 5 Art R 6 OR .. C�O g0 R�r -� //S �r 1"x 2"x t/8" I I ALTERNATE THRU BOLT OR 2"x 2' x 1/8 I Cl CONNECTION TYPE o w _QI ALUM,ANGLE ° ___ REFERENCE ANCHOR MIN.GLASS W �rpn Q 13 `I(Ir( SCHEDULE FOR MAX. SEPARATION 13 r u ua �Q ul� � THREE 3/16"0 ALUM. �_II '�" SPACING PER TABLE rG� Z o«0] Sa POP RIVETS OR ° I I !� GLASS = Qm WW N _ o tt C w THREE#12 SMS,TYP. 0 17 - I OR DOOR 03 � 3/16"0 ALUM.POP -I Ny�s=w' 17 RIVET OR#12 SMS q0 \ Er O W W TABLE A(Dc3) pis O.C.(TYP) .',I`--- /� �R/Vq�� 5 0R 6 OR w m I O PRESSURE VS ALLOWABLE LENGTH \ �OR716]1 �_ 1�/gg °�1/ MAY USE MALE OR ` / I"I \ `-'\ w PSF 2NoxB/O° 3N.B/OB° FEMALE LOCK-SLAT - 62 13W 188° 13 ALTERNATE THRU BOLT w I 1/4'MAX.FROM PIN C5 CONNECTION TYPE Cl CONNECTION TYPE " GUIDE TO BUSHING 72 124" 179` CC3 TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR REFERENCE ANCHOR i-�-'ll WASHER(TYP.1 w o A 82 119° 17T NTS SCHEDULE FOR MAX. SCHEDULE FOR MAX 1q 92 114' 16 SPACING I __JIJ� 14x3/4"SMS Co)9"O.C. Fa o 102 110° 16W 1( _- / ANGLE TO TUBE CONNECTION ?C S^� 120 109° 14T TABLE B(CCq) EXISTING HOST ' I 2"x 2"x.125" pb 0 M 150 97 131° EMBED. 6063-T6 ALUM TUBE a _m< Z00 88• 114° PRESSURE VS ALLOWABLE LENGTH STRUCTURE 5 CONNECTION TYPE v EDGE DISTANCE REFERENCE ANCHOR 2Y2 480, M 8° m S PSF WITH B/0 WITH�O SCHEDULE FOR MAX. SPACING E- 62 113" 166° E O 72 10T 1ST FASTENER U ETAN Y NCHOR SHOWN Cb ALTERNATE BUILD OUT MOUNT SECTION a o 5 82 101" 14T SCALE:3"=V-0" m IN ANCHOR SCHEDULE) � 92 97 139• © y ID2 9p 132' R 1m �" 1zz° w 3 350 74° 309' r w 2"x 2"x _ rV M O O 3/16 RIVET OR#12 SMS .090"6063-T6 MN GLASS 13 ] N w ee (AT 18"O.C. OR 1/4-20 ALUM TUBE TYP. N o`V R GLASS ION = Z k1 NUT 8,BOLT(TYPA. 17 3/16"�ALUM.POP <a PER TABLE LD O Z m a a b RIVET OR 012 SMS dar GLASS 2 X G ����� S� ALUM. TUBE (D118"O.C.ITYP.) Fww OR DOOR oars 6063-T6 ALLOY g ` SEE TABLE B FOR SIZE. 2"x 5"x 1/8" �"a u'A 9 2 FASTENERS x CONTINUOUS I d d��I � i� EACH ANGLE ALUMINUM ANGLE if 1"x 2"..093"6D63-T6 OPTIONAL ANGLE INSIDE THREE 3/16"�ALUM. 3 16 66 ALUM.ANGLE,TYP. 17 ORIENTATION TYP. 17 w - 5 6' 25 o POP RIVETS OR vv11 LL�� d 17 THREE#12 SMS,TYP. W EO WON x2"x1/8"OR 2"x 2"x1/8'• 4 CONNECTION TYPE13 EDGE DIST% REFERENCE ANCHOR all ALUM.ANGLE SCHEDULE FOR MAX. R USE MALE OR FEMALE SPACING OOPAMEPANKLMRYIOOPE LOCK-SLAT EXISTING CONCRETE, iJc-2339 g 13 13 BLOCK OR WOOD FRAMING W (OUTSIDE) EE INSIDE SILL MOUNT SECTION , PAGE DE9DRIPRONI #12 x 1/2"GALVANIZE❑ SCALE:3"=V-0" OR S.S.SMS,3/16"w ALUM. CC4 TYPICAL CORNER CLOSURE DETAILS POP RIVET,OR 1/4-20 SIDE CLOSURE OPTIONS NTS MACHINE BOLT&NUT SCALE:3"=T-{I"co)18"O.C. I FRANK L BENNMR 0 P.E • 046 PE0S49 C"I ',yT'. C5 CONNECTION TYPE I1L v"' ' '- Z J REFERENCE ANCHOR EXISTING p] SCHEDULE FOR MAX. STRUCTURE SPACINJ[� - - - GLASS 0�" GLASS w C7 CONNECTION TYPE S"MAX. 1/4-20 MACHINE 806��./ OR DOOR u } OR DOOR w w r u REFERENCE ANCHOR 19 W/NUT @ 12"O.C.012!(;• No-. ' r Q z r m=o SCHEOUI-E FOR MAX. #14 SMS @ 6"O.C.- i w a hllN 13 p In=w SPACING 1/2" (TYP TOP&BOTT_ MIN. 13 W Ian GLASS w r Z u m /2,. "� 7 20 THRU BOLT W/ GLASS X m EPARATION 10 m a �_xI L_ EPARATION a=0:¢ p14 x 1/2"SMS @ 12"O.C. z O r w W 01 LOCK NUT @ 12"O.C.OR E r w r OR 3/16"0 ALUM.POP PER a w o:a L7 �' '�T T� {.. 12 x 1/2"SMS @ 12"O.C.E.S. PER t7 r TABLE 2 u p a, p V) �OR�OR I L� �I.�• OR 3/16"0 ALUM.POP TABLE Z I- RIVETS @ 6"O.C. OR 1/4"0 >= m w O OR RIVETS @ 6"O.C. E.S. .� �= ALUM.POP RIVETS @ 12"O.C. R 1/4',0 ALUM.POP RIVETS / w 11 AND 3 w /1 Wary @ 12"O.C.E.S. O O MN GLASS w rw MAX.FROM PIN ASSEMBLY 1/4"MAX.FROM PIN SEPARATION r O O9 AND OO / GUIDE TO BUSHING GUIDE TO BUSHING ,3 r m x p Z oM m 1/2'•TYP. PER TABLE 2 r = ASSEMBLY WASHER(TYP) o WAS ITYP.) ==✓I=w pJl� or4 1/2" 1/2"TYP. EXISTING CONCRETE, m GLASS m r o N m W or'w ®� d / BLOCK OR WOOD FRAMING W 3 CONNECTION TYPE OR DOOR-j X LO- a 3 taE a EDGE REFERENCE ANCHOR u a w¢Q r to W 5i1 ' W / 4 CONNECTION TYPE DST. SCHEDULE FOR MAX S a o W W N / EDGE REFERENCE ANCHOR SPACING Q m N DIST. SCHEDULE FOR MAX. / SPACING AS SHOWN 3 CONNECTION TYPE IN DIAGRAM ON PG.9 17 m 0OR 6 OR REFERENCE ANCHOR EXISTING CONCRETE, O �3 O 6 SCHEDULE FOR MAX. BLOCK OR WOOD FRAMING 1/4••MAX.FROM PIN SPACING.ALT.FASTENER /2" 5® LOCATION.FRONT AND Cl REF�RENC EC IANCHOR 1/ WASHER(TYP.)ON T GUIDE TO LNG N Y 1/4" NN MAX.FROM BACK ANCHORS NOT REQ'D O INSIDE MOUNT SECTION �•• WITH THIS LOCATION B SCHEDULE OR MAX. 19 _W � PIN GUIDE TO SCALE;3"=1'-0" SPACING 5 CONNECTION TYPE 2 BUSHING WASHER (���y., OA INSIDE MOUNT SECTIONI g REFERENCE ANCHOR P�Ms-m IB (TYP.) SCALE:3"=1'-0" SCHEDULE FOR MAX. c O m EXISTING CONCRETE. SPACING pv / BLOCK OR WOOD FRAMI EMBED. QR z� WBI // CG BUILD OUT MOUNT SEC ION u3 TYP BOTTOM EXISTING CONCRETE, SCALE:3'•=V-0" '' Q y BLOCK OR WOOD FRAMING W c � : a NOTE:FOR DETAILS A, I B, 'AND E ON THIS SHEET q CONNECTION TYPE d EXISTING THE BASE TRACK MAY BE NSTALLED IN SECTIONS, EDGE DIST EMBED STRUCTURE - REFERENCE ANCHOR 5 CONNECTION TYPE WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS w SCHEDULE FOR MAX. REFERENCE ANCHOR A MINIMUM OF TWO SETS OF ANCHORS AND IS A - m EQ E o $ MINIMUM OF 12"LONG.THE SILL OR CEILING TRACK u 5 6 ' SPACING SCHEDULE FOR MAX. .c K USED WITH THE BASE TRACK MUST BE CONTINUOUS SPACING ry 3 16 OVER THE GAPS BETWEEN SECTIONS. a: r N_ w J w O GLASS ] gpgQ w OR DOOR GLASS 13 Z' w tt 6 MIN r =0" ..: rw � a 012 x 1/2"SMS @ 12" EPARATI = m X - W w F O.C.OR 3/16"0 ALUM. PER V) zp N Q 13 r m r w» POP RIVETS @ 6"O.C. TABLE 2 Q c za r GLASS OR MN GLA = z OR1/4"O ALUM.POP Vlrpmm Q MN GLASS 13 Nr pzum RIVETS @12"OC E oN Xw�zI � � � � SEPARATION L'1-m a a u O a PER TABLE 2 X w¢z r 7 AND B SS 1/4-20 S.S.MACHINE a J p¢ 0 1/4•'MAX.FROM PIN a m e SCREW 8 NUT @ F N ASSEMBLY 1/2„ 1/2'• GUIDE TO BUSHING A�rj 12"O.0 ¢ P. WASHER ITYP.) F _ GLA55 w o m 1/4"MAX.FROM PIN IC " OR DOOR 1/4"MAX.FROM PIN m w O GUIDE TO BUSHING �•� X W 4 CONNECTION T E 1/2 WASHER(TYP.) GUIDE TO BUSHING O4 a x: 5 6 WASHER(TYP) EDGE SCHEDULE REFERENCEFOR MOX 0OFfRU FRAWLEB✓fiVWPE ¢ EXISTING CONCRETE. DIST. w P1 BLOCK DR WOOD SPACING AS SHO N 2 CONNECTION TYPE 15-2339 EXISTING CONCRETE, 4 CONNECTION TYPE IN DIAGRAM ON P .9 REFERENCE ANCHOR OR FRAMING BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX. SCALE, x 3"x 1/4"CONT. 3 CONNECTION TYPE N12 x 1/2"SMS 12" SCHEDULE FOR MAX. SPACING PAGE DZSCRIMONI REFERENCE ANCHOR @ SPACING.ALT.FASTENER EXISTING CONCRETE, 063-T6 ALUM.ANGLE O.C.OR 3/16•'0 ALUM, LOCATION.FRONT AND BLOCK OR WOOD FRAMING 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 LOCATION p WALL MOUNT SECTION RIVETS @ 12"O.C. O O CEISCALING G3/11NSOIDE MOUNT SECTION OO SECTION WALL/BUILD OUT SCALE:3"=1'-0" P$ SCALE:3"=V-0" MN.GLASS till NK L BENNARDO,P.E. w GLASS SEPARATION z .! OR DOOR PER TABLE W ou m - GLASS OR _ DOOR /• V rw ¢z GLASS OR NO P 0046 .�•i 2 w¢ DOOR MN GLASS X N y � SEPARATION -� //n� ,�N _ ¢2� r ASS w w PER TABLE 2 A UFrFTION STqz r LE 2 ¢ I 8vi @ _ 3: r zw r p= = F z �;V w¢z 13 N Wou �a �M, Oo I {_ /2 1 f Juz C1 CONNECTION TYPE ¢ 6:^ ZX gY Ia. 2� _ 1/4"MAX.FROM PIN GUIDE 28 u a REFERENCE ANCHOR J� ^ airy TO BUSHING WASHER(TYP.1 ¢M SCHEDULE F R MAX, Qua Lu V.I W w I PACINGra Two 1/4 wooD FZZzso ^ 3E LAG SCREWS @ 24" NOTd w C4 CONNECTION TYPE .250" w p O.C.MAX.WITH 2" O W ui THREADED PENETRATION REFERENCE ANCHOR 1' w "T"INTO CENTER OF 2X STUDS /� SPACING SCHEDULE FOR MAX. /w r (I Bb ~ EMB."T' 14 SMS @ MIDSPAN BETWEEN w p L' B� STUDS FOR TRACK TO 1"x 4" IS Irj PLYWOOD& TUBE CONNECTION / EXISTING MOST STRUCTURE STUCCO FINISH 1"x 4"x,125" 6063-T6 ALUM.TUBE THIS DETAIL TO BE USED WHEN STUD SPACING O DECORATIVE FLOOR TRACK DETAIL OO WALL MOUNT SILL DETAIL WA SCALE:3'•=V-0" SCALE:3"=T-0" a4 m EXCEEDS THE MAX.ALLOWABLE ANCHOR SPACING. Fa o OWALL MOUNT SECTION THIS DETAIL MAY SCALE:3•'=1'-0" ALSAT TOPSED Zm -tv xs ACCORDION SHUTTER E o g PER PRODUCE APPROVAL Iw- o -GLASS r o I'" I MK GLASS OR DOOR r SEPARATION 13 0 in O m In PER TABLE 2 = „ EXISTING WOOD(G=0.42) m R APPLICABLE AT TOP z w AND ORBOTTOM Q a X TRUSS OR RAFTER - 'Y G @ 24"MAX.O.C. 1-1/2'1-1/2' ¢ o. 2"OR 3" F m L M EXISTING FINISH MATERIAL / 1/2'MIN. 5 6 1/4"MAX.FROM PIN GUIDE 2"x 5"x 1/8"6063-T6 Ii II i i m Q TO BUSHING WASHER(TYP 1 ALUM.ANGLE W/THREE I w111 9 2"x 3°x"e x CONTINUOUS OR 2.175' 3 6 1/4"TILE(T YP.) 1/4'0 WOOD LAG I 2'x 2'x)e'x CONTINUOUS " FINISH MATERIAL SCREWS WITH 2-3/4" I ea 6061-T6 ALUMINUM ANGLE MINIMUM THREADED 3/4"PLYWOOD PENETR '•T•'IN WOOD C 5 6 0.9'MIN.THICK 6061-TG ALUM TRACK X —1/4••0 A325 GRADE THRU BOLT @ 7"O.C. EACH RAFTER OF TRUSS. r4 ANGLE FASTENED TO FASTENED TO ANGLE WITH 1/4-20 OR 5/16'0 A325 GRADE THRU BOLT @ 12"O.C. 24"O.C.MAX.WHERE @@ e MACHINE SCREWS AT 3°FROM ENDS GAL V.OR S.S. EXISTING 3 KSI CONCRETE - ANGLE EXTENDS BEYOND HOST STRUCTURE WITH AND 9"O.C.FOR THE BALANCE EN 0 ,: LAST TRUSS MORE THAN w e �— 1/4"0 ELCO ULTRACON TO CONCRETE/CMU i6 Y4.0 ELCO ULTRACONS AT 6 EXTEND ANGLE TO r W ! EXISTING CONCRETE HOST 5"O.C.W/1-1/4"MIN.EMB. ¢ 3"FROM ENDS AND 4"O.C. NEXT TRUSS. w w r= 2-1/2'MIN. STRUCTURE(3000 PSI MIN) OR t/4"tD LAG SCREW @ 9"O.C.W/1-7/8" r w» FOR BALANCE WITH 1% MIN.EMB. IN WOOD SG=0.42.TO 0.55. r M Z O' q MIN EMBEDMENT AND 2%: MAX.DESIGN LOAD AT 5'-O"MAX SPAN: EXISTING CONCRETE, 13 =_ W. ® e MIN EDGE DISTANCE, t 62 P.S.F. r z u m €`�tl� 11 STAGGERED WITH 3"MIN. OLLOW BLOCK OR / m I7 Ll-¢ 0WIPIf�RRUN(LBORY OPE MAX.MAXDESIGN LOAD AT 6'-0'MAX SPAN: WOOD FRAMING.SEE X w 0 z r 2••x s••x 1/B"CONT. ¢ ¢ 15-2339 SPACING,TYP. t52 P.S.F. ANCHOR SCHED. ::" ALUM.ANGLE 16063-T6) o� �..v. BUILDOUT MOUNT BASED ON TYPE OF lu Ho STRUCTURE ¢ PAGE DCBCRIPRONI SCALE:NTS (MAX.DESIGN LOAD x 72 P.S.F.) Hb PASS THRU DETAIL of SCALE:3 1-0" O TRUSS MOUNT SECTION yy SCALE:3"=1'-0" ^ EXISTING HOST ALT.LEG DIRECTION ,ieewTkPgi/R 'S c STRUCTURE 1/4°ALL POINTS SOLID SET ANCHORS WITH 7/8"MIN 12"MIN FROM r EDGE OF ACCORDION ROUND WINDOW EMBED IN CONCRETE OR HOLLOW BLOCK,3 MINIMUM EDGE OF SHUTTER, SHUTTER BLADES 1/2° SPACING,AND 3"MINIMUM EDGE DISTANCE '•- TOP OR BOTTOM - ' SEMBLY I AX (2)6063-T6 ALUMINUM - ANGLES PER BEAM END,SIZE G 6549 i O 1/2" PER SPAN TUBE SCHEDULE EMBED. SPAN TUBE PER - DESIGN SCHEDULE - IJ to N oa11 '�, EDGE OF ACCORDION M z ACCESS HOLE 1/4-20 MACHINE BOLT W/NUT 0 �O,n'._ QhE F~m•' 3.5` SHUTTER BLADES f u .12 D.0 OR#14 x 3/4"S14S 6"O.C. TYP MIN ICAL in va6i �i7SS fS N Q 1/2°MAX. 3'MIN 316 w S ��QQu f` p2 2.875.0 HOLE(TO RECEIVE EDGE z= Z a O=mm z{qop ROUND WINDOW ASSEMBLY) z W W �"9 �" DISTANCE 13 Z L MIN.GLASS uj MAXIMUM OF 3 WINDOWS EXISTING A SEPARATION fir+o OH PER EVERY OTHER BLADE G�DOOR J°4 x �3 `m d IInUU 01W6WW 1 LIGHT-N-VIEW WINDOW o°+�F`+� EDGE f1/2'MAXwa .owim 8 N.T.S. EXTERIOR ELEV =ko DISTAN 2 U1m 5 6 0 K ' F O O C9 3 16 1/4"MAX.FROM PIN GUIDE C1 ,a0 S z y TO BUSHING WASHER(TYP.) t^1 w~ a 7 @ ACCESS 1/4-20 MACHINE BOLT W/NU m O R 1/2" HOLE 1r O.0 OR#14 x 3/4"SMS 6"O.C. ,„B 2.875"0 HOLE TO T3 RECEIVE ROUND SPAN TUBE PER w_ $ EMBED. DESIGN SCHEDULE WINDOW ASSEMBLY . � 1/2" AN LESP 6 ALUMINUM WTI C n MAX. ANGLES PER BEAM END,SIZE 7.E t o m EXISTING PER SPAN TUBE SCHEDULE ,pa.§cc 4! HOST 1/4"0 THRU BOLTS SEE BEAM zm j STRUCTURE SCHEDULE FOR REQUIRED NUMBERS - 1/4'ALL POINTS SOLID SET ANCHORS WITH 7/8'MIN m S 9 a EMBED IN CONCRETE OR HOLLOW BLOCK 3"MINIMUM �u 8$ 0.125' 0.125° SPACING,AND 3"MINIMUM EDGE DISTANCE • S 0.032' 0.032" MAX.DESIGN LOAD=t 72 PSF .. a o S -- 3 SPAN TUBE SECTION g 0.196" \ 8 N.T.S. VERT SECTLON O o SPAN TUBE SCHEDULE LOWABLE TUB NUMBER OFE NUMBER OF MINIMUM ANGLE 1 ? GLE ROUND TUBE SHUTTER SPAN THRU-BOLTS ANCANRSPER LENGTH F WINDOW SIZE SPAN fTOP BOTTOM TOP BOTTOM TOP BOTTOM TOP BOTTOM En W ASSEMBLY TUBE TUBE TUBE TUBE TUBE TUBE TUBE TUBE a effg 60' 123.6" 1352' 2 2 2 3 4' r H 025:6x0.125 96' 101.r 9'106. 2 2 3 3 r r � � % is 123' 89.9' 94.4" 2 2 3 3 r r 60" 129.1' 157.0' 2 2 2 3 4- r \ / 0.125, 96" 114.W 124.1" 2 2 3 3 r 7" i1 123- 102W 109.w 2 2 4 4 10' 10" 2xex 60" 138.0' 198. 2 2 3 3 7' 7' @ 1 J, 0.188" 96' 1227' 155.r 2 2 r 10" 02.875" 03.250° 0.125' 3 4 123' 115.4' 137.W 2 3ZIMOIX 4 6 - 60' 158.1' 240.0' 2 2 3 4 7' 1 10' 12 @ @RM l32g S \\ / 0.1B7S 98' 140.6" 229.9' 2 3 4 8 10' 16' E YE n LIGHT-N-VIEW WINDOW \ ,� 123• 13z.7 z93.+' s 4 s , 13' 19• 1APIPof1RRL0KLBDfV=P1 29 N.T.S. SABIC PLASTICS SLX1431T-UL-94HB i SPAN TUBE SCHEDULE NOTES: x x x x 'ANGLES FOR 2°x5"&2"x6"BEAMS. 15-2339 2. USE 2'x5'x1/4P ANGLES FOR 2°xe°!4 2°x10"BEAMS. SC.,B, - 3. USE BEAM SCHEDULE FOR DETAIL 3/8. PAGE DESMPTIGN: 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 1N 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, 99 ANCHORS,ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS 8 N.T.S. EXTERIOR ELEV ABOVE AND BELOW THE BEAM. 6. LAP BEAMS ARE NOT ALLOWED. no 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. O ANCHOR SCHEDULE: CONCRETE FRANK L SENNARDO,P.E.,,,, PPEOD46549 2.5'MIN EDGE DISTANCE ri Spans Up To 6'-0" Spans Up To 813" Spans UD To 1210'.,,.•• - ,,Q`; G+ LOAD CONN TYPE CONN TYPE CONN TYPE '�� 0 ANCHOR (P� CI C2 C3 C9 CS CL C2 C3 C4 CS C3 C2 C3, iC4 .C5 _ �:• No PE004 1/4'ITW TAPCON OR ELCO 43 16.0E 160E 15.0"16.0"16.0E 16.0E 16.0E 9.0E 13.0E 16.0E 36.0E 9.5E 5.5E 8.5E 14.5E =7f �yp ULTRACON WITH 1-3/4' 53 I6.0"36.0E 10.5E 14.5E 16.0E 16.0E 12.0E 7.0E 30.5E 16.0E 15.0E 7.5E 4.5E 7.5E 30.5E -•,] * UI EMBED(3192ps1 MIN CONC) 62 16.0E 16.0E 8.5E 12.5E 16.0E 16.0E 9,5E 5.5E 8.5E 15.0E 15.0E 7.5E 4.5E 7.5E 10.5' - -7 70 16.0E 13.0E 7.0" 11.0"16.0"15.5" B.0" 5.0" 7.5" 11.5E 15.0E 7.5E 4.5" 7.5" 10.5' 7 / B COMBINATI01%O�••. STATED Gee•' (GILOL'1 !8�Z 100 15.0" 7.5E 4.5" 7.5" 10.5"15.0" 7.5" 4.5" 7.5" 10.5"15.0" 7.5" 4.5" 7.5E IO.S' 2 x S(TYP.) 9 / 70 COMBINATIO ��s F(ORIO �J6Js� 1/4'M[LLENIUM MILEPOST 93 16.0E 16.0E 15.0E 16.0E 16.0E 16.0E 16.0E 9.0" 13.5"16.0"16.0" 8.5" S.S' 9.0" 13:5' IL ii�af l�CS MIWITH CONCRETE)BED(3275ps1 53 16.0"16.011 62 16.0-15.0E B.5"'13.0"16.0"16.0" 8.5E 5.5E 9.0"1 13.5E 13.5' 7.0" 4.5" 75" 9.5" O SiI�NAL W w 70 16.0"12.0E 7.0" 11.0E 16.0E 14.0E 7.0E 4.5E 8.0" 10.5"13.5" 7.0" 4.5" 7.S" 9.5E rrl��fff111� E-Q 100 13.5E 7.0E 4.5E 7.5E 9.5E 13.5" 7.0E 4.5E 7.5E 9.5E 13.5E 7.0E 4.5E 7.5E 9.5E u o lit z o 1/4'ELCO CRETEFLEX SS4 43 16.0E 16.0"16.0E 16.0E 16.0"16.0E I6.0"13.5'Sfi.O"16.0"16.0E 12.5' 8.0E 13.0E 16.0E Z a� W/2°EMBED 335D sl MIN 53 16.0E 16.0E 16.0E 16.0E 16.0E 16.0E 16.0E 10.0E 15.5'I6.0"16.0E 10.0E 6.5E I1.0"14.0E 1 x S(TYP.I 2 x S(TYP.I W 9x CONC) 62 16.0 16.0E 12.5'16.0"16.0"16.0"12.5' 8.0" 13.0"16.0"16.0"10.0" 6.5" 11.0E 14.0E E twgt 70 16.0E 16.0E 10.5E 16.0E 16.0"16.0"IO.S' 7.0E 11.5E 15.0E 16.0"10.0" 6.S" 11.0"14.0E U)ce AM 100 16.0E 10.0E 6.5E 11.0E 14.0"16.0"10.0" 6.5" 11.0E 14.0"16.0E 10.0" 6.5E 11.0"14.0 O,W„ ui 1"MIN EDGE DISTANCE NOTE: "S"INDICATES ANCHOR SCHEDULE SPACING .�I93 C1 [7.5 C3 Ca C5 C1 C2 C3 C4 C5 C1 C2 C3 C6 CS SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE: 1/4-ITW TAPCON OR ELCO 43 16.0E 7.5" B.0" 16.0"16.0"16.0" 5.0" 5.5" 16.0"16.0" 9.0E 3.0E 4.0" 14.0E - C2 CONNECTION TYPE USING PIECE 0 WITH OUTSIDE N ULTRACON WITH 1-3/4' 53 16.0E 5.5E 6.5E 16.0E 16.0E 12.0E 4.5E 16.0E 14.5' 7.5E 30.0E ANCHORS ONLY O EMBED(3192psl MN CONC) 62 16.0E 4.5' 5.5" 16.0"16.0" 9.0" 4.0" 14.5'14.5" 7.5E 10,0E - C4 CONNECTION TYPE USING PIECE 0 WITH m 70 16.0" 4.0" 5.0" 16.0"15.0E 7.5E 11.0"14.5E 7.5" 10.0E OUTSIDE ANCHORS ONLY 100 14.5E 30.0"14.5' 7.5" 30.0E 14.5E 7.5" 30.0E1/4'MILLENIUM MILLFAST 43 16.0E 11.0E 13.5E 16.0E 16.0"13.0E 6.5E 9.5E 16.0E 13.0E 7.0" 4.0E 6.5" 30.5E W WITH 1-3/4•EMBED(3275ps1 536.0E 8.0E 11.0"16.0"16.0" 9.0E 5.0" 7.5E 16.0E 30.5E 5.5E 5.5" 7.5" ANCHORNOTES: wvMIN CONCRETE) 62 16.0E 6.0E 9.0" 16.0E 13.5E 7.0" 4.0" 6.5E 11.0 10.5 5.5 5.5" 7.5" o:Q70 16.0E 5.5 8.0 16.0E 11.5E 5.5E 5.5E 8.5E 10.5E 5.5E 5.5E 7.5E 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACINGONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BEO 100 10.5 5.5E 7.5E 30.5•' S.5" 5.5E 7.5E 10.5E 5.5E 5.5E 7.5E LIMITED TO THOSE SHOWN IN TABLE 1(Pg 1). z 1/4'ALL-POINTS SOLID-SET 1-1/4'MIN EDGE DISTANCE mg�K IL O 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, _m< u ANCHOR W/7/8`EMBED& Cl C2 C3 CA CS Cl C2 C3 C4 CS Cl C2 C3 CA C5 ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR �I 1/4-20 SS MACHINE SCREW 43 16,0E 16.0" B.S' 10.5E 16.0E 16.0E 12.0E 5.5E 7.5E 16.0"12.5' 6.5E 3.0E 5.0E 10.0" EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER (3000ps1 MIN CONC) 53 16.0E 15.0E 6.S' 8.0E 16.0E 16.0E 8.5E 4.0E 6.0E 15.5"10.0" 5.0E 4.0E 7.0E THAN OR EQUAL TO SHUTTER SPAN. 62 16.0E II.O" 5.0E 7.0E 16.0E 12.5E 6.5E 3.5E 5.0E 10.0E 10.0E 5.0E 4.0E 7.0E W •� 70 16.0E 9.0E 4.5E 6.0E 16.0E 10.5E 5.5E 3.0E 4.0" 8.0" 30.0' 5.0E 4.0" 7.0E .3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. o g 'g 100 10.0E 5.0E 4.0E 7.0E 10.0E 5.0" 4.0" 7.0E 50.0E 5.0E 4.0" 7.0" 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE 3'MIN EDGE DISTANCE BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER .� 1/4-ALL-POINTS SOLID-SET ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE m ANCHOR W/7/8'EMBED 6 C1 C2 C3 C4 CS I C1 C2 I C3 I C4 I CS CI I C2 I C3 I C4 I CS CONNECTION TYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF g CONNECTION TYPE. 1/4-20 SS MACHINE SCREW 43 16.0 1fi.0"16.0E I6.0"16.0E 16.0E 16.0E 11.5E 16.0E 16.0E I6.0"11.0' 7.0E 11.0"16.0E O (3000ps1 MIN CONC) 53 1fi.0"16.0E 13.5E 16.0E 16.0E 16.0E 14.0E 8.S' 13.5E 16.0E 16.0E B.5" 5.5E 9.5E 12.0E S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE q62 I6.0"16.0E 10.5E 16.0 16.0E 16.0E 11.0E 7.0E 11.0E 16.0"16.0E 8.5E 5.5E 9.5E 12.0E ONLY. g •� 70 16.0E 15.0E 9.0" 14.0E 16.0E 16.0E 9.0E 6.0E 10.0E 13.0E 16.0E B.5" 5.5E 9.5E 12.0E 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED S00 16.0E 8.5E 5.5E 9.5E 12.0E 16.0E 8.5E 5.5E 9.5E 12.D"16.0E B.5" 5.5E 9.5E 12.0E IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT D 2-5/8'MIN EDGE DISTANCE LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER • 1/4°POWERS SS DROP-IN FINISHES. W/1/4-20 SS BOLT AND CL C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS 1"EMBED(3000p51 MIN 43 1fi.0"16.0E 14.0E 16.0E Ifi.O"16.0E 14,0E 8.0E 12.5E 16.0E 14.0E 7.5E 5.0E 8.0E 11.5E 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS CONC) 53 16.0E 16.0E 9.5E 14.0"16.0"I6.0" 9.5" 6.0E 50.0E 16.0E 11.5E 6.0" 4.0" 7.0" 8.0E VARY.FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING 3 apo MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD 1 ACCEPTABLE ONLY FOR g 8 fit 16.0E 12.5E 7.5E 12.0E 16.0E 14.5E 7.5E 5.0E B.5" 11.5E I1.S' 6.0E 4.0E 7.0E 8.0E SIDE CLOSURE PIECES. •� 70 S6.D"10.0E 6.5E SO.S'16.0E 12.0E 6.0E 4.0E 7.5E 9.0E 11.5E 6.0E 4.0E 7.0E 8.0E S/ IS 100 11.5E 6.0E 4.0E 7.0" 8.0E 11.5" 6. 4.0E 7.0E 8.0E 11.5E 6.0E 4.0E 7.0E 8.0" B. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER 3-1/2•MIN EDGE DISTANCE SHALL BE LOCATED IN CENTER OF NOMINAL 2'x 4"(MIN.)WOOD STUD.3/4' � 1/4'POWERS SS DROP-IN EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMNG. LAG SCREWS SHALL W/1/4-20 SS BOLT AND CS C2 C3 C4 CS Cl C2 C3 CA CS Cl 'C2 C3 C4 CS HAVE PHILLIPS PAN HEAD OR HEX HEAD. 1°EMBED(3D00psl MIN 43 16.0E 16.0E 15.0E I6.0"16.0E 36.0E 14.5E 9.0E 13.5E 16.0E 15.0E 7.S' 5.0E 9.0" 12.0E 9, MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2°ENGAGEMENT OF THREADS IN9 R CONC) 53 16.0E 16.0E 10.5'15.0E 16.0E 16.0E 10.0E 6.5' 10.5 16.0E 12.D 6.0E 9.0" 7.5E 8.5E BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER Y •� 62 16.0E 13.0E 8.0E 12.5E 16.0E 15.0E 8.0E 5.0E 9.D" 12.0E 12.0E 6.0E 4.0E 7.5E B.5" HEAD(SIDEWALK BOLT),U.O.N. ¢ 8 ~ 70 16.0E 10.5' 7.0E 11.0E 16.0E 12.5E 6.5E 4.5E 8.0" 9.5E 12.0E 6.0E 4.0E 7.5E B.S' ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. a 300 12.0E 6.0E 4.0E 7.5E 8.5' 12.0E 6.0E 4.D" 7.5E 8.5E 12.D" 6.0E 4.0E 7.5E 8.5E all �pgI S 2'MIN EDGE DISTANCE �; DESIGNNUT OR TESANCHORS R HORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, aR 312 SMS W/2'EYEWALL C7 C2 L3 C4 CS Cl C2 C3 C4 CS C3 C2 C3 C4 CS COMMIIRANKLaINIUMOPE ARMOR INSERT W/2"EMBED 43 16.0E 16.0E 1 11.5'14.0"16.0"16.0E I6.0" 7.5" 10.0E 36.0E 16.0E 9.0" 4.5" 6.5E 13.5' 11. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. iJ�'2339 (2000ps1 MIN CONC) 53 16.0"16.0E 8.5E 11&16.0E 16.0E 11.5E 5.5" 8.0E 16.0E 14.0E 7.0" 3.5E 5.5" 10.0E _ 62 16.0E 15.0E 7,0E 9.5E 16.0E I6.0" 9.0E 4.5E 6.5" 14.0E 14.0E 7.0E 3.5E 5.5E 50.0E 12. WHEN ANCHORING TO HOLLOW BLOCK SOS DRILLS SHOULD NOT BE USED TO seAl.e: - DRILL INTO HOLLOW BLOCK NOR SHOULD IMPACT DRILLS BE USED TO INSTALL PAGE DEiODPTION. 70 16.0E 12.0E 6.0E 8.0" 16.0"14.5E 7.5E 4.0E 6.0E 10.5E 14.0E 7.0E 3.5" 5.5E 10.0E CONCRETE SCREWS TO HOLLOW BLOCK _ 100 14.0" 7.0E 3.5E 5.5" 10.0"140E 7.0" 3.5" 5.5" 10.0"14.0" 7.0" 3.5" 5.5" 10.0E #12 SMS W/2.75'EYEWALL 43 16.0E 16.0E 1fi.0"16.0"16.0"16.0E 16.0"10.0"14.0"16.0"16.0"11.5" 6.0" 9.5" 16.0E DI ARMOR INSERT W/2.5- 53 16.0E 16.0E 12.0"16.0"16.0"16.0E 15.0E 7.5" 11.0"16.0"16.0E 9.0E 5.0E 8.0" 13.0" EMBED(2000ps1 MIN CONC) 62 16.0E 16.0" 9.5" 13.5"16.0"16.0"11.5" 6.5" 9.5" 16.0"16.0E 9.0E 5.0E 8.0E 13.0" ��1 70 16.0E 16.0E 8.0E 11.5"16.0"16.0" 9.S" 5.5" 8.5" 14.0"16.0E 9.0E 5.0E 8.0E 13.0E \0!L $ SOD 16.D" 9.0E 5.0E B.0" 13.0E 16.0E 9.0" 5.0" 8.0E 13.0"16.0E 9.0E 5.0E 8.0" 13.0E NORM ■MIN CONC) mm©m©m MEN mm®m00m©mmmm©m®mOmmmmm© • • . .1-1/4'EMBED • mmm'///a/'/////MMr/////, MMM MV/0/7 WO, m ///i//a //% //% //%//% i///%i///%///%i////i//%/////�low �/////.///%i/////./////.�///%i//ate//ail//a��//ate//a�/%///% '•' '• mmm%////%////��%/////.''//////''//////�%/////.'%////%////%/////.'%//%��®���®///%i®��%//%i%////%///� 0�////%///i////M%///i///////%i'//////%///%i%////%////%////%////%///%MKM%/////.Mu2M%/////.%/////,'%/////.MM%///%%///%%////M - 0m%/////.%////%////®%///%%///%%////!%///%%////=N/1V///%%///%//%%///iM®////i®mKM%///i%///%////MM%////%////.�//.M ANCHOR W/1-1/4'EMBED _ /%%///'%///%ism%///%i%////%///%////m%//%%////% mmmm©m©©m©mm©mmmmommmmommmmom© 0��mm��mmm�mm%/////.,•%////%m�������mm��®mmm 0M®%//.m�m�'%/////%////mm///ai%///ii%//%i®�mmm��E�311mmmmm'//////mm �mm©m©m©Ommmm©m©m��mmmCal©mmmm©m© ������ = ®///%//%%//%i%////%////'/////%i%/ %/ %/////.%///%%�/%%////%/////.%//// %////mm i /�1 �i /ilia/ /���/i/i/imp - m tea///i///a a//////. ////:////:////.////.0////.////.''/// mm�///.mmm''//////.•'/// mmm''/ON%NOimm �m©om©mo©m©moom©moon©mmom©mmmm© MMMNM5/////%'//////mEMm%////'%///%%////. 0m�/%/////%////m%////%///%///%%/////.%////.//////.%//%/. %/////, '////// z--,-••••, 0m%ai / mmmm%///%%/ %////.%//%im%////%///%// - 10 ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK 111 1/111 PRANKL BENNAR00 P 1 /PE0046549 r'J"" .2'MIN EDGE DISTANCE ��\\1(�•,. 1 G LOAD Spans Up To 6'-0" ;SOansUp To 8'-3" Spans Up To 12'-0" ANCHOR CONN TYPE CONN TYPE CONN TYPE x (V C1 C2 I C3 I C4 CS C1 C2 I C3 C4 I CS C1 C2 I C3 1 C4 C5 _*; No pE0�654 t12 SMS W/2-EYEWALL 43 16.0"16.0" 7.5" 9.0" 16.0"15.S' 8.S' 4.5" 6.5" 15.5" 8.5" 4.5" 4.0" 7.0" _ 3 Y ARMOR INSERT W/1-1/4' 53 16.0"103" 5.& 7.0" 16.0"I1.0" 6.0" 3.5' 5.0" 11.0" 7.0" 3.5: 3.5" 5.0" _-u; 7f EMBED 'n -� 62 14.0" 7.5" 4.0" fi.0" 54.5" 9.0" 4.5" 4.0" 7.0" 7.0" 3.5" 3.5" 5.0" .� u :O N =m may_ 70 11.5" 6.0" 3.5" 5.5" 1L 7.5" 3.5" 3.5" 5.5" 7.0" 3.5" 3.5" 5.0- %0.p••• �STATE OF �� W�.$.8 f 100 7.0 3.5" 3.5" 5.0" 7.0" 3.5" 3.5" 5.0" 7.0" 3.5" 3.5" 5.0" �i(�S'•'F�OgIOA •u.M q u'" ANCHOR SCHEDULE: WOOD (G=0.55) }� �c 3/4°MIN EDGE DISTANCE. ''''S/O�AL1�`` \?� 0]U� $` G Spans Up To 6'-D" Spans Up Ta 8'-3" Spans Up To 12'-0" W 11 1 o r 9 milli o= AN LOAD C INN TYPE CON.TYPE CONN TYPE Z. o ' x C1 C2 C3 C4 CS CI C2 q C4 CS CS C2 C3 C4 CS O~W xez 1/4'LAG SCREW WITH 1-3-74 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.S' 6.0" 16.0" E MIN THREAD PENETRATION 16.0"16.0' 8.5" 10.0" 16.0"16.0" 6.0" 7.0" 16.0"16.0"11.5" 4.0" 5.0" 16.0" N S�w ¢ 62 16.0"16.D" 7.0" 8.5" 16.0"16.0"14.5' 5.0" 6.0" 16.0"16.0"ll 4.0" S.D" 16.0" W a 70 16.0"16.0" 6.0" 7.5" 16.0"16.V'12.5' 4.0" 5.5" 16.0"16.0" 4.0" 5.0" 16.0" 4)p m N 100 16.0"11.5' 4.0" 5.0" 16.0"16.0"11.5' 4.0" 5.0" 16.0"36.0" 4.0" 5.0" 16.0" ~ 7/16"WOOD GUSHING WITH 43 16.0"16.0" 8.0" 10.0"36.0"15.5' 8.5" 4.5" 7.0" 15.5" 8.5" 4.5" 7.0' - 1.13°MIN EMBED 8.1/4-20 53 16.0"10.5" 5.5" 8.0" 16.0"11.0" 6.0" 3.5' 5.5" 11.0" 7.0" 4.0" 5.O" 19 SS MACHINE SCREW 62 14.0" 8.0" 4.S' 6.5" 14.5' 9.0" 4.5" 3.0" 4.5" 7.0" 7.0" 4.0" 5.0" G 00 �O.amm 70 12.0" 6.0" 3.5" 5.5' 12.5' 7.5" 3.5" 4.0' 5.5" 7.0" 4.0" 5.0" 100 7.0" 3.5" 4.0" 5.0" 7.0" 3.5" 4.0" 5.0" 7.0" 4.0" 5.0" ,8 �+ S14 SMS OR S14 WOOD 43 16.0"16.0"12.5'14.5'16.0"16.0"16.0" 8.0" 10.0"16.0"16.0" 5.0" 7.0" 16.0" •0) p 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"16.0" 4.0" 5.5" 13.9 WTHREAD PENETRATION62 16.0"Sfi.D" 7.5" 9.5" 16.0"16.0"11.5" 5.0" 70" 16.0"160" 4.0" 5.5" 13.0"70 16.0"16.0" 6.5" 6.5" 16.0"16.0"10.0" 4.5" 6.0" 14.0"16.0" 4.0" 5.5" 13.0" 100 16.0" 9.5" 4.0" 5.5" 13.0"16.0 9.5 4.0 5.5 13.0 16.0 9.5 4.0 5.5 13.0" F.a O m ANCHOR SCHEDULE: WOOD (G=0.42) OONI Ie 3/4-MIN EDGE DISTANCE f rj Spans Up To 6'-0" Spans Up To 8'-3" Spans Up To 12'-W w rn 0 LOAD CONN TYPE CONN TYPE CONN TYPE O ANCHOR x (Fs� C1 C2 C3 C4 CS C1 C2 C3 C4 C5 C1 C2 C3 C4 CS -- o 1/4'LAG SCREW WITH 1-3/4 43 16.0"16.0" 9.0" 10.0"16.0"16.0"16.0" 5.5" 7.0" 16.0 16.0" 9.5' 3.5" 4.5" 15.0" a v 41 m MIN THREAD PENETRATION 53 16.0"16.0" 6.5" 8.0" 16.0"16.0"12.5' 4.5" S. 16.0"15.0" 7.5" 3.0" 4.0" 11.0" �Q 62 16.0"16.0" S.S' 6.5" 16.0"16.0" 9.5" 3.S" 5.0" 15.0"15.0" 7.5" 3,0" 4.0" 11.0" o c 70 I6.0"13.S' 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" .Otl. lOD 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" 'Y S14 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" 5.0" 10.5' p SCREW WITH 1-3/4'MIN 53 16.0" 16.0 16.0" 8.5" 4.0" S.S' 16.0"10.5" 5.5" 2.5" 4.0" 7.5" 0 THREAD PENETRATION 62 16.0. 7.0" 16.0"13.0" 6.5" 3.5" 5.0" 10.5"10.5" 5.5" 2.5" 4.0" 7.5" 70 16.0" 6.0" 16.0"11.0" 5.5" 3.0" 4.0" 8.0" 10.5" 5.5" 2.5" 4.0" 7.5" IOD 10.5" 4.0" 7.5" 10.5" 5.5" 2.5"f4,0" 7,5" 10.5" 5.5" 2.5" 4.0' ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK 4'MIN EDGE DISTANCE �c ri Spans Up To 6'-0" Spans Up To 813" Spans Up To 12'-0" E m rn LOAD CONN TYPE CONN TYPE CONN TYPE Bg 0 ANCHOR x (P CI C2 C3C4 CS C1 C2 Ci C4 CS C1 C2 C3 C4 CS 5/16-ITW TAPCON XL W/ 43 16.0"16.0"16.0"16.0"16.0"16.0"16.0"15.0"16.0"16.0"16.0"15.0" 9.0" 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"16.0"12.0" 7.5" 12.0"16.0" 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" ¢ i 70 16.0"16.0"11.5"16.0"16.0"16.0"12.5" 8.0" 12.5"16.0"16.0"12.0" 7.5" 12.0"16.0" Qg t y 10D 16.0"12.0" 7.5" 12.0"16.0"ME 12.0" 7.5" 12.0"16.0"16.0"12.0" 7.5" 12.0"16.0" 5 w 5/16-ELCO ULTRACON W/ 43 ILL 16.0"10.5"14.0"16.0"16.0"10.5" 6.5" 9.5" 16.0"11.0" 5.5" 6.5" 9.0" 7 s 2-1/4"MIN.EMBED 53 16.0"13.5" 7.5" 11.0"16.0"14.0" 1.5" 7.5" 13.5' 9.0" 6.5" L0PTWORUKKLB9fV=RE S m 62 16.0"10.0" 6.0" 9.0" 16.0"11.0" 5.5" 6.5" 9.0" 9.0" 6.5" 15-2339 ` 70 15.0" 8.0" 5.0" CO- 15.5" 9.5" 5.5" 7.0" 9.0" 6.S' SCALE, r5% O m 100 9.0" 5.5" 6.5 9.0" 5.5" 6,5" 9.0" 6.5" O PAGE DPBCRIPRON, 0 2'MIN EDGE DISTANCE C1 C2 q C4 CS CS C2 C3 Ci CS C1 C2 C3 C4 CS #12 SMS W/2°EYEWALL g4316.0"16.0" 9.5" 11.5"I6.0"16.0"14.0" 6.0" 8.0" 16.0"14.5" 7.5" 3.5" 5.5" I1.S' ;�.�ARMOR INSERT W/2-EMBED16.0"16.0" 7.0" 9.0" 16.0"26.0" 9.5" 4.5" 6.5" 16.0':11.5' 6.0" 3.0' 4.5" 8.5"I6.0"13.0 B.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" 16.0"10.5' S.0" 6.5" 16.0"12.5" 6.5" 3.0" 4.5" 9.0" 11.5" 6.0" 3.0" 4.5" 8.5" ANCHOR NOTES:SEE SHEET 100 11.5" 6.0" 3.0" 4.5" 8.5" 11.5" 6.0" 3.0" 4.5" B.5" 11.5' 6.0" 3.0" 4.5" 8.5" 9 FOR ANCHOR NOTES.