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HomeMy WebLinkAboutProduct Approval Design Data and Installation Schedule IVICKI CASABO PAGE-01 Opening Shutter Anchorage Shutter Wind Anchor Type Max.Anchor Notes Number Type Top/Bottom Height Pressure Tapcon, Rawl Spacing C, M,W Inches PSF Neg. Lag ect. Inches Upper/Lower Upper/Lower 1 ACCORDION WOOD 72 39.4 12/12 BACK 2 ACCORDION -WOOD/CEMENT 91 . 39.4 TAPCONS 12/10 BACK 3 ACCORDION WOOD/CEMENT 91 39.4 TAPCONS 12/10 BACK 4 ACCORDION WOOD 72 39.4 TAPCONS 12/12 BACK 5 ACCORDION WOOD/CEMENT 91 39.4 TAPCONS 12/10 GARAGE SIDE DOOR. 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 07/01/2015-8:22am DanlelG V.Wro)ecteL2014-MPS1400 Wind ChartsLReferenceTOO-MPS14-400 Series C&C(Current).d" 5th ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" WIND VELOCITY = 150 MPH MRH 5 60' DESIGN LOADS FOR COMPONENTS ANP CLADDING ' BASED BASED ONKd='0.85 EXPOSURE 'C' INTERIOR ZONE 4 PRcESSURES EXTERIOR ZONE 5 PRESSURES ENCLOSED STRUCTURE FLAT TERRAIN Mean DESIGN PRESSURES PS -ZONE 4 Mean _ DESIGN PRESSURES(PSF)-ZONES INSTRUCTIONS FOR TABLE USE: Root Trlbuta Area S Ft Root Tribute Area S Ft 1.TABLES ARE INTENDED TO 4F' QRST CASE'PRESSURES.'WORST'CASE'IS Height 10 15 20 25 30 Ight 10 15 20 25 30 35 40 45 50 DEFINED AS THE CR Q WN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CO KITH THESE TABLES. 0-15 ft -31.9 -31.1 -30,6 -30.2 •29.8 -2 0-15 it -39.4 -37.8 -36,7 -35,9 -35.2 -34.6 -34,1 -33.6 -33,2 2.TABLES,VAUD 0 ROOF HEIGHT AS LIMITED ABOVE. +29.4 +28.6 +28,1 +27.7 +27.3 + +29.4 +28,6 +28.1 +27.7 +27.3 +27.0 +26.8 +265 +26,3 3 TABLES VALID F APPLICABLE REDUCTIONS FOR ROOF SLOPES LESS THAN 10°SHA INEER AS A SITE SPECIFIC CONDITION. L 16 ft 32,4 -31.6 -31,0 -30.6 -30.2 - 16 ft 39, 38A -37,3 -36A -35.7 -35.1 -34.6 -34.1 -33.7 4.IDENTIFY THE B OF HEIGHT.IF THE MEAN ROOF HEIGHT +29,8 +29,0 +28,5 +28.1 +27.7 + +29,8 +29.0 +28,5 +28,1 +27.7 +27.4 +27.11+26.9 +26.7 CANNOT BE IDENTIF 5.ALWAYS ROUND VALUE OR CONSERVATIVE ASSUMPTION. 32.8 -32.0 •31A -31.0 -30.6 -3 6 -40,5 -38.9 -37.7 -36.9 -36.1 -35.5 -35.0 -34.5 -34.1 s 17 ft 17h 6.CALCULATE THE T E OP ING IN QUESTION(HEIGHT WIDTH)OR +30.2 +29A +28,9 +28.4 +28,1 +27,8 +27. 7.1 +30.2 +29.4 +28.9 +28,4 +28.1 +27.8 +27.5 +27.3 +27.1 THE SPAN LENGTH(HEIGHTS Y AN EFFECTIVE WIDTH THAT NEED NOT BE'LESS -33,2 -32.4 -31.8 -31.3 -31.0 -30,7 -BOA -30.2 -30,0 -40,9 -39.3 -38,2 -37.3 -36,6 -36.0 -BSA -35,0 -34.5 THAN ONE-THIRD THE SPAN LENGTH(H BETWEEN.USE THE AREA MULLS.BETWEEN STRUCTURAL UT 18 ft 18 ft OPENINGS ONLY-THIS INCLUDES AREASIF +30.6 +29.8 +29.2 +28.81+28A +28.1 +27.8 +27.6 +27.4 +30,6 +29,8 +29.2 +28.11 +28,4 +28.1 +27,8 +27.6 +27A AREA OF AN OPENING CANNOT BE IDENTIFIED THE MOST CRITICAL(10 SQUARE FEET)SHALL •335 -32.7 -32.2 -31.7 -31.3 -31.0 -30.8 •30.5 -30.3 41A -39.8 -38.6 -37.7 -37.0 -36.4 -35,8 35,4 -34.9 BE USED.ALWAYS ROUND TRIBUTARY AREA 0 WN TO THE LESSER TABLE VALUE.FOR LARGER 19 ft +30.9 +30.3 +29,5 +29.1 +28.7 +28A +26.1 +279 +27.7 191t +30.9 +0.1 +29.5 +29.1 +28 7 +28.4 +28.1 +27,9 +27.7 TRIBUTARY AREAS THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE. 7.IDENTIFY THE ZONE OF THE OPENING AS INTERIOR(ZONE 4)OR EXTERIOR(ZONE S)PER •33.9 -33.1 -325 -32.1 -31.7 -31.4 -31.1 -30.9. -30.6 -41.9 40.2 -39.0 -38.1 -37A -36,8 -36,2 -35.7 -35,3 THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE 20 ft +31.3 +30A 1+29,9 +29.4 +29.0 +28.7 +28.41+28.2 +28.0 291t +31.3 +30.4 +29,9 +29.4 +29.0 1+28.71+28A +28.2 +28.0 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE. -34.3 -33.4 -32.8 •32.4 -3LO -31.7 -31.4 -31,2 -31.0 -42.3 -40.6 -39.4 -38.5..-37.8 36.1 -35.7 8.READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 21 R +31.6 +30.8 +30.2 +29.7 +29.3 +29,0 +28.7 +28.5 +28,3 21 ft +31.6 +30.8 +30.2 + +28,3 9,FOR SITUATIONS THAT REQUIRE Kd-1.0,TABLE VALUES ARE UNDER-DESIGNED BY A -34,6 -33.8 -33,2 •32.7 •32.3 -32.0 -31.7 -31.5 -31.3 •42.7 -41.0 -39.8 - 5 -36.0 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 22R '+31,9 +31.1 +30.5 +30.01+29.6 +29.3 +29.0 +28.8 +28.6 22ft +3L9 +31.1 +30.5 + B8 +28.6 GENERAL NOTES' 23 ft 34.9 -34,1 -33.5 -33.0 -32.6 -32.3 •32.0 -31.8 -31.6 23 ft 43.1 -01.4 40,2 - 6.8 -36.q 1.TABLES ARE TO BE USED IN CONFORMANCE WITH"AUDWABLE STRESS DESIGN +32.2 +313 +30.7 +30,3 +29,9 +29.6 +29.3 +29,0 +28.8 +32.2 +31.3 +30.7 + +28.8 METHODOLOGY"PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE 35,2 -34.4 -33.8 •33.3 -32.9 -32.6 -329 -32.1 -31.8 4$.5 41.8 -00,6 -3 , 36.7 CRITERIA AS OUTUNED HEREIN. R THE WIND SPEED AND 24 ft +32.5 +31.6 +310 +30.6 +30.2 +29.8 +29.61+293 +29.1 24(t +3LS +31.6 +31.0 +30.6 +30. 9.6 +29.3 +29.1 EXPOSURE SPECIFIED.IS BASED 01 HESE TAE 3 BLES NOT FORUSEW ESSENTIAL FACILITIES OR ASSEMBLY -355 -34.7 -34.1 -33.6 -33.2 -32.9 -32-6 -32.3 -32.1 43.9 -42.1 -40.9 -40.0 -39.2 -38.5 •38,0 -375 -37.0 OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt-1.0 FOR FLAT TERRAIN(USEPONLY. THESE TABLES 25 It +32,8 +31.9 +31.3 +30.8 +30.4 +30.1 +29,8 +29.6 +29.3 25 it +32.8 +31.9 +31.3 +30.8 +30.4 +30.1 +29.8 +29.6 +29,3 NOTTH ANENCLOSED FOR HILLY YSTRRJWN.INTERNAL NTE YN L PRESSURRIFY USE OF K COEFFICIENT IRE nONAUiY P.18 RF WITH 26(t 35.8 -35.0 -349 -33.9 -33.5 •33.1 -3L9 -32.6 -32.4 26 ft -441 42.5 41.3 40.3 -39.5 -38.9 -383 -37.8 •37,3 • LOCAL BUILDI G DEPARTMENT.HVHZ-HIGH VELOCITY HURRICANE ZONE.TABLES RE FOR +33.0 +32.2 +315 +31.11430.71+30.3 +30.1 +29,8 +29.6 +33.0 +32.2 +31.5 '+3L1 +30.7 +30.3 +30.1 +29.8 +29,6 WALLS AND VERTICAL SURFACES ONLY. 27 R 36.1 -35,2 -34.6 -34.1 -33.7 -BSA -39.1 -929 -32.6 27 ft -44,6 -42.11 41.6 40.6 -39.8 -39 2 •38.6 -38.1 -37.6 3.THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY VAUD WHEN SIGNED&RAISED SEALED BY FRANK L BENNARDO,P.E. +33.3 +32.4 +31.8 +31.3 +30.9 +30.6 +30.3 +30.0 +29.8 +33.3 +32A +3L8 +31.3 +30.9 +30.6 +30,3 +30,0 +29,8 4.THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS US77 D. -36,4 -35,5 -34.9 -34A -34.0 -33.7 -33.4 -44,9 -43.2 -41.9 -40.9 •40.1 -39.5 -389 -38A -37.9 USE OF THESE TABLES AND CO P(]0 NG WIND VELOCITY,EXPOSURE,AND OTHER 26 ft +33.6 +32.7 +32.0 +31.6 +31.2 + it +33.6 +32.7 +32A +3L6 +31.2 +30.8 +30,5 +30.3 +30.0 BUILDING DEPARTCIENTS TMM i r AB OR APPLD BY LIICABILIY OF TABLE -36.7 •35,8 -35.1. -34.7 -34.3 - •45.3 •435 -42.2 -41.2 -40.4 -39.8 -39.2 -38.7 •-38.2 VALUE USE IS OF 281E +33,8. +92.9 +32,3 +318 +31.4 + 29 tt +33.8 +32.9 +329 +31,8 +31,4 +31.1 +30.8 +30.5''+30.3 S.THIS SPECIFICA NY PRODUCT APPROVED CERTIFICATION. R TEST CRITERIA AND OTHER 30tt -36.9 -36.0 -35.4 -34.9 -34.5 -3 30tt '45.6 •43.8 -42.5 •41.5 -40.7 -40.0 -39.5 -38.9 -38,5 APPROVALS FOR DE N AND APPLICABILITY OF THESE TABLE +34.0 +33.2 +32.5 +32.0 +31.6 + +34.0 +33.2 +32.5 +32.0 +31.6 +31.3 +31.0 +30.7 +36.5 VAWES WHICH IST V RDANCE WITH GOVERNING CODES. 6.ADHERE TO ALL ORDINANCES. 32ft 37.4 -36.5 -35.9 •35.4 -35.0 32 it 462 44,4 43.1 -42.1 413 -40.6 -00.0 -395 -39.0 7.NO CERInMRCATIO OF THE HOST STRUCTURE. +34.5 +33.6 +83.0 +32.5 +32.0 +31.7 +31. 0.9 +34.5 +33.6 +33.0 +32.5 +32.0 +31.7 +31.4 +31.1 +30.9 B.EXCEPT AS EXPRESSLY TIONAL CERTIFICATIONS OR 35 ft -38.2 •37.2 -36.6 -35.1 -35.6 -35.3 -35.0 -34,7 -34.5 35 ft -47'1 45.2 43.9 42.9 -42,1 •41.4 -40.8 40.2 -39.7 AFFIRMATIONS ARE INTENDED. +35,2 +34,2 +33.6 +33.11+32.7 +32.3 +32.0 +31.7 +335 +35.2 +34,2 +33,6 1+33.1 +32.7 +32.3 +32.0 +31.7 +31.5 a=30%OF LEAST HORIZONTAL DIMENSION OR 40%OF MRH, HEIGHT ROOF -39.2 -38.3 -37.6 -37.1 •36.7 -36.3 -36.0 -3S.7 -35.5 -48.4 -46.5 -4S.2 -44.1 -433 -42.S -41.9 -41,4 -40.9 WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HORIZONTAL 40 It 40 ft DIMENSION OR 3FT(lm).USE ZONE 5 IF AT ALL IN QUESTION.CONSULT +36.2 +35.2 +34.5 +34.0 +33.6 +33.2 +32.9 +32.6 +32.4 +36.2 +35.2 +34.5 +34.0 +33.6 +33.2 +32.9 +32.6 +32.4 MEAN 45 ft 137,2 -36.9 -36.6 -36.3 45 ft -49.7 -47'7 46,3 -45.2 -44A -43.6 -43.0 -42,4 -41.9 EAVE AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION 1F REQUIRED. HEI •40.2 -39.2 -38.6 -38.0 -37.6 HT +37.1 +36.1 +35A +34,9 434A +34.1 +33.7 +33.5 +33,2 +37.1 +36.1 +35.4 +34.9 +34A +34.1 +33.7 +335 +33.2 a a ROOF 50ft -41.1 40.1 -39.4 -38.9 -38A -38.0 -37.7 37A -37.2 50ft -50.8 -48.8 -47A -46.3 45.4 -44.6 -43.9 -43.4 -42.8 � � HEIGHT +37.9 +365 +36.2 +35.7 +35.2 +34,8 +34.5 +34.2 +33.9 +379 +36.9 +36.2 +35.7 +35.2 +34.8 +34.5 +34.2 +33.9 5 42.0 -405 40.2 -39.7 -39.2 -38AI -38.5 -38.2 -37.9 -51.8 -49.8 48.3 -47.2 46.3 -45.5 -44.8 4L2 -43.7 4 55 ft +38.7 +37.7 +36.9 +36A +35,9 +35.5 +35.2 +34.9 +34.6 55 R +38.7 +37.7 +369 +36A +35.9 +35.5 +35.2 +349 +34.6 Jr I I Jr a ® 4 42.7 •41.7 -41.0 40.4 -39.9 -39.5 -39.2 -38.9 -38.6 -52.8 -50.7 49.2 -48.1 -47.1 46.3 -45,7 -45.0 -44.5 60ft +39.4 +38.4 +37.6 +37.1 +36,6 +36,2 +35,8 +35.5 +35.3 60ft +39.4 +38.4 +37.6 +37.1 +36.6 +36.2 +35.8 +35.5 +35.3WALL ZONE FIGURES S ETR ff o $ Nl ISSUE GSSNTSI33 03108!12 5TH ED, FLORIDA BUILDING CODE ENGINEERING g9 0 9 3 REV-ADJUSTED HEIGHTS GSS TSB 04/09112 (2014) EXPRESS® j V r -O REV 2014FBO DOM TSB 08/10/16 _R (n ASCE 7-10,CHAPTER 30 COPNOPA'Mo �a, Itw DESIGN LOADS FOR COMPONENTS&CLADDING 160 SW 12th AVENUE, SUITE 1Q.6 MASTER PIAN SHEET DEERFIEL.D BEACH, FL 33442 �v •iFflBDlk3JhTTpTHEPROPERIY0FE110NEFAINOEIWAES9, P:(954)354-0660 F:(954)354.0443 . AND SWILL NOT BEREPRODUCED DI WHOLEOR PARTWITHMT FIT7 1 CERT OF AM48885 Q O A TTENCONSBTHERMARTOF NEERINOTHMDOCUMERRARENO ASCE / -1O in AtTDinaNs,ogDTHERteARreNDeromsoocunttt+rARENDT E:HELLO�dVGINEStINGEXPRESS.COM PPRaamT MOWVAuoATEOURCERTIRCATM. ENGINEERINGEXPRESS.COM 9/19/2017 Florida Building Code Online BCIS Home ! Log In User Registration Hot Topics Submit Surcharge ( Stats&Facts ( Publications FBC Staff SCIS Site Map Links Search FI lid Product Approval ;. :USER:Public User &.. a . Product Approval Menu>Product or Aoolication Search>implication Lisk>Application Data[[ xy FL# FL13757-R5 Application Type Revision Code Version 2014 Application Status Approved Comments Archived ' Product Manufacturer Town and Country Industries, Address/Phone/Email 400 West McNab Road Ft. Lauderdale,FL 33309 (954)493-8551 tomj@tc-aium.com Authorized Signature Frank Bennardo frank@engineeringexpress.com Technical Representative Thomas B.Johnston Address/Phone/Email 400 west McNab Rd. Ft. Lauderdale,FL 33309 (954)970-9999 tomj@tc-alum.com Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Frank L. Bennardo,P.E. the Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation&Management Institute Quality Assurance Contract Expiration bate 12/31/2018 Validated By ORLANDO L. BLANCO, P.E. R Validation Checklist- Hardcopy Received Certificate of Independence EL13757 R5 COI Indep 2 p_df FL13757 R5 COI Index 3.odf FI 1'757 R5 COI IndeD Ddf 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 https./Ifloridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvgk7yHMuovbmRcEiVwSMEgRsQO[ObF%2fa/*2fmZrDFh7dHzwQ%3d%3d 1/2 9/19/2017 Florida Building Code Online Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13757 R5 Eauiv Equiv 2.pddf FL13757 R5 Eauiv Eauiv 3.Ddf FL13757 R5 Equiv Equiv.pdf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/21/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/06/2015 Date Approved 06/22/2015 Date Revised 08/09/2017 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 R5 II Dwo.pdf Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo, P.E. PE0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: See installation drawings for allowable span/pressure FL13757 R5 AE Eval,pdf combinations and additional limitations of use. Created by Independent Third Party: Yes 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 R5 II Dwg 2.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 R5 AE Eval 2.(�df 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 R5 II Dwa 3.pdf 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 R5 AE Eval 3.pdf 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 req est,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The 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: zllk � z Credit Card s _ Simi �IIII� I I https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvgk7yHMuovbmRcEiVwSME9RsQOIDbFg/g2f`/`2fmZrDFh7dHZWQ°/`3d`/`3d 2/2 6.8 STREAMLINE SHUTTER `E GENERAL NOTES: FOR USE WITHIN AND OUTSIDE THE HVHZ 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE,FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE,AND THE 7I INTERNATIONAL BUILDING CODE(IBC)AND ITERNATIONAL RESIDENTIAL CODE(IRC).THIS SYSTEM UNLIMITED WIDTH -eo MEETS MISSILE LEVEL"D"AND INCLUDES ESSENTIAL FACILITIES AS DEFINED IN ASTM E1996-09. SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. SECTION �4 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE 'ice�Z44, m DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE TOP TRI12 ' OF THE FLORIDA BUILDING CODE SHALLL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEIGAOTIVE DESIGN ry I 1 PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. cii 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E1886/E1996/E330. a D a qg 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSES DIVIDED BY A 1.5 LII y w`o SAFETY FACTOR. �u[J S. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING RE UIRED FOR ALL WIND N o 3 9 ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UN ESS OPTIONAL PLAN VIEW W CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. 3 rL^3 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND O� o ce a x LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. m W 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE �_ o 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 tt i> SHALL BE USED. =a S. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. '^ m F) 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL o ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME PRODUCT APPROVAL USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER O TM {J Y d61G15-23 OF THE FLORIDA ADMINISTRATIVE CODE. m 10. g 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 41 a THE STRUCTURAL SUBSTRATES DETAILED HEREIN. Tri p� �e 11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL zm�T DOCUMENTS. HURRICANE PROTECTION Wu� 12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS,THE BUILDING. BOTTOM w a OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIGNED,DATED AND TRACK E SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THEDEVIATIO 13. EACH SHUW RSASSEMBLYION TO THE SHALLL BE PERMANENTLY TLLY LABELEING OFFICIAL D WITH THE FING �LLOWING MINIMUM HER APPROVAL LOCKINGYPICeAC MECHANISM, INFORMATION: TOWN&COUNTRY INDUSTRIES FORT LAUDERDALE FL TYPICAL ACCORDION m MISSILE LEVEL D-ASTM E1886 E1996&E330 1 SHUTTER ELEVATION t TAS 201 202&263 � FLORIDA BUILDIfSG CODE APPROVED .TABLE 2: 3 N.T.S. EXTERIOR ELEV IL'11 14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 E; 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 E` " 16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR BOX LOCK AT CENTER OR SIDE CLOSURE. HVHZ FACILITIES a l� l 17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE, e 18. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. SHUTTER INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS � 3 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 XYABOVE >30'ABOVE 5 30'ABOVE >30'ABOVE 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. GRADE GRADE GRADE GRADE g 9 22. SHUTTER MAY BE INSTALLED WITH UP TO(2)ADDITIONAL BLADES OF SLACK. p{ 23. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 72" 2-114" 1-6/8" 2-3/8" 1-518" p 99" 3-1/2" 1-7/8" 3-5/8" 1-7/8" e TABLE 1: TABLE I NOTES; 120" 4-1I9" 2" 4-1/4" 2" �Y 1. DESIGN PRESSURES SHOWN IN"ACCORDION 144" 4-71W 2" V. 2" ACCORDION SHUTTER SHUTTER SPAN SCHEDULE"ABOVE ARE it p �•E ALLOWABLE MAXIMUM LLOWABLE DESIGN PRESSURES TABLE 2 NOTES: SPAN SCHEDULE AT EACH LLOWABL SHUTTER SPAN. 1. HVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. OFRMRRUM LeFM M°9PP 2. IZD6rHVHZ:DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND BROWARD COUNTY POSITIVE NEGATIVE 2• LINEAR INTERPOLATION BETWEEN SHUTTER TIMU6�- 15-2339 SHUTTER DESIGN DESIGN SPAN SPANS IS NOT PERMITTED.FOR SPANS 3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND _ BETWEEN THOSE INDICATED ABOVE,THE ZONES 1 THROUGH 4 OUTSIDE OFT E HVHZ,PROVIDED THAT SHUTTER HAS A 8CAM, s s PRESSURE PRESSURE DESIGN PRESSURES FOR THE NEXT HIGH.n MINIMUM SPAN OF AT LEAST 30". PAGEDISCRIPTION: IPSFI (PSFl SPAN SHALL BE USED. 4. INSTALLATIONS 1N 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. �^ 99" 70 70 5. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN THOSE B 9 120" 53' 63 INDICATED ABOVE THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED. �7 6. SEPARATION FOR 6LASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM Elul 1".. 43 40 E1996-09. EPpq p�NR0.D0,P.E. PROSECTION VARIES }-2,874" y- 4,874'MAX. ( 'T"-' o 0.062 0.450° 0.080' 3 0 0.125" 1,830' 0.062" a*1 ''fn1* 1.708" 0.100" .+ �7.. N 1.708° 0.100° ri - --t- �_ 0.080" 0.063°�., 0.195" 0.096" 0.195" :._�r 0,070° n 0..6 0 �2.$2� °��°. ♦*. �. -�---r---111------tD 0.060' 0.062".,, 1.408" z 0.125' Tn 0.630 . 0,630^ M 1993" y'Oj. 0 630' 0.062' 0630" 0,062' IQ !-1. 4- 0.143 0.096 LLA 0069 Op-f ------t0.97i" 70"-� �0.97i'� 0.143' "4rv� 0.630^ `t/D / 1� 0.062 0.200" 1.069'-� 0.062" 00" 0' 0.630" 0.06 l� 0.062 MW Ilvll1.069" 0.200" 0.062'�D"SUPPORT LEG OPTIONAL ,-1,069" D 062" 1.069"� 3 , 5.745"MAX. to 3 Y 5.745"MAX. f yyALL BUILD OUT WALL r�3 STREAMLINE CEILING TRACK O STREAMLINE WALL TRACK HEAVY HEADER/SILL LITE HEADER/SILL 0 a J 5CALE:HALF SIZE SCALE:HALF SIZE SCALE.HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE,HALF SIZE i WHERE SHOWN,SCREW BOSSES 8.FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS 0.874"}- _d{gmgC . �H• �--p-- �t116 0" o. 0.$75U --04 �p Y 2.1451.2308kI y 1.22 9 07.5° t-2.655" 2.362 4.84" 0.105' 204" ,49 ( 4.510" I 3Q 0.07'. 0075' 151� - 5-- _-= I NOTE:TESTED THICKNESS OF METAL W/O PAINT TS 0.039' x"0.71 <" pQdt7�3 M¢gG�I F SILL ADAPTER EXTENDED SILL �O EXTENDED SILL ADAPTOR 1� ADJUSTABLE SILL BOTTOM 13 6,8 STREAMLINE SLAT/BLADE �rP ( SILL B SCALE:HALF SIZE 5LALEr HALF SIZE SCALE:HALF SIZE SCALE,HALF SIZE .J SCALE:HALF SIZE SCALE:HALF SIZE n 6 l7 NS {0-.101,050"8 407°7" 1VH4.'.�6P4 570° 0 510^ 010800700.143° " 0.590" 0.34 T0.245"0.143°- r 0. 6' 1.708" Oi43" .0600. 0.080" 17° 0.0.090 4.510^- " 09s"0.180" e i@e ornfaGxrPNNaLeOaumuPE �=O�,011 �1.221� 0.68r o.s3a" O.gso' 0.693" 15-2339 O :THICKNESS OF BARE 2.822" �-1.625"--� 0,420" sem' _ METAL W/O PAINT O 0.039" PAGR oeNcwPTIATif 15 6.8 STREAMLINE STACK 16 RADIUS CEILING HEADER/SILL �7 6.8 STARTER WALL SILL CLIP gb WALL SILL SCALE:HALF SIZE SCALE.HALF SIZE SCALE,HALF SIZE SCALE.HALF SIZE SCALE.HALF SIZE 99 S h 1.950• �joo'�.e. i F0.125' 0.610° STAINLESS STEEL ® r.2 "i--f �0. "INSERTS NYLON WASHER OR cIY y T ASSEMBLY ALUMINUM / 0.320'0 HOLE x0.050 0.357" r_ y o v n N0 x 2.3/4.410 HT S.S. 0.276" N 0.880' NYLON 0.0 WHEEL �'IS 'p:0 0.120'o REW W/TC ULTRACOTE 0.591° 1.300'i )-0.240° I � INTO COATING P TOP&BOTTOM) X0.062° �,• (Q�:jt ' TYP. NYLON BUSHING W/WASHER: Ir 5.MAX. INSIDE AT EVERY OTHER 0.870"0.750° 7/16"0 x 1/2"Lal INTERIOR JOINT TOP 0.154' 0.137" INSIDE JOINT AT TOP. 7/16°0 x 1"§INTERIOR JOINT BOTTOM O ANGLE CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EXTERIOR ilov ROLLER ASSEMBLY HOUSING-ZINC DICAST,POWDER COATED �8 w 22 O BUSHING ASSEMBLY DETAIL O rn 9 " SCALE,HALF SIZE SCALE,HALF SIZE NOTE: MAY BE KEY OPERATED OUTSIDE 24 SCALE,HALF 512E 26 BOX HALF 512E INSERT u L m w Z OR KEY/THUMB TURN OPERATED INSIDE. N f-}o.zso• 23 BRASS PUSH LOCK W 3 9 M 3 ' SCALE:HALF SIZE W 3 j w 3 „3 R0.155" tR0.500° PE8n0 • 0.286° 2 0.236' 1742 ..6.2035° 0.623" 1.710" ' 0.267'0.500' 0.090• 0,531' 0531' 0.790" . < o ai 0.064" m 2.250" N .4 a 0.09 � 7_ * 0.28° 0.250• d c L 0.607" TO.607' W y{ �i 0.118° L ri �+fn In Pn• in r`i b �-0.224' 0.239' �-2.750"� -2.000" O.0fi0" 0,496' "� 0.240" .+ i.. .i. 2 A7 RAINGUARDDECORATIVE FLOOR TRACK l.7se' 3 476" i �� ZSCALE:HALF SIZE SCALE,HALF SIZE 0.160" 1.001 0.062" 0.222.1 t- 0.240" -'-' 0.062° 0.062" 0.176' "� u 30 UNIMATE LOCK 31 MALE BOX CENTER 34 FEMALE BOX CENTER SCALE,HALF SIZE SCALE,HALF SIZE SCALE,HALF SIZEv,(� o 0.062" E o g 5.500'x 13/16•WIDE F--}0.400" �p5 M a 'A0_,�.,° 7/16" STAINLESS LSTEEL NUT T v„ tb,' ry 30 m o'IZ5" n•�Or,,-�� 0" ,� 0.188' 5/16-18x1 MACHINE SCREW "f"!, '03 I 1" 0.438° L 5/16"0 INTERNAL STAINLESS STEEL a a�- �4.500" �}0.689° POWDER COATED,ZINC DIE-CAST t 0.121" THREAD I�(u SECTION A HEAD STYLE VARIES '�' _ 1.050• n�� ULTA MD�EL 2oz2 3g T-LOCK ADAPTER 37 T-SCREW INSERT 38 THUMB SCREW INDUSTRIA SYSTEMS (OPTIONAL) SCALE,FULL SIZE SCALE,FULL SIZE n0.254' S .•�� 35 BOX LOCK SCALE,HALF SIZE 0.31 40b 40c SCALE,HALF SIZE �- END STRIP 1'r g s! ,'� m �z.000°� 2" & 3" EXT �-1.625'� �1.500°� II-0.125'SCALE. HALF SIZE 0.050" 0.125° . e 0.125° 0.093' lieRc 0.085" z R & �R c 0 0.125' 0.250• 0.093° riifRYML BFlNAIW PE $ o.oes^ m 15-2339 i l ELI : PAGE DESCRIPM14i I 7.000" 1 ALT. 1" END STRIP1.5"x3"x0.093' ANGLE 2"x3"x0.125' ANGLE 'D'6 39 2X7 ANGLE 20 SCALE,HALF SIZE 21 SCALE,HALF SIZE 25 SCALE,HALF SIZE @� SCALEi HALF SIZE YI a 1549="///�'P.E. ANY ANCHOR PER ANCHOR EDGE DIST. � ���vo SCHEDULE®18"O.C. EXISTING DIST. .'w�C IIA/�� ° GLAZING OIC ];YY SEE END STRIP SCHEDULE FOR N a SPAN WHEN US {4�p A .ANGLE EMBE 20,40a,40b OR O LEG RECITON m° EMBED. 17 a a (INTERIOR) 1/4' OR 6.8 WITH 21 R 2�5. € !Y 17 ONO 17 �4 21 25 MIN.0.062°THICK 6063-T6 ALUM. EDGE 30 ANGLE 1'x 1"MIN.TO 2"x S'MAX. / a DIST. (ANGLE LEG MAY BE REVERSED) FASTEN ANGLE TO TRACK W/ ' • 8 - ANY ANCHOR PER ANCHOR ((2 510x1"SCREWS SCHEDULE®18"O.C. C�FINER TOP 8:BOTTOM•AND Q �`L9 a ATTACH 2" A6.8STARED z 6 13 13 13 13 Y12 x 1/2"GALVANIZED OR S.S.SMS, S1.x 1/2"GALVANIZED PO Q N p W i 30 S.S.SMS 3/16"0 ALUM.POP l 6.80"(TYP.) L 3/16"0 ALUM.POP RIVET,OR 1/4-20 RIVET O(7 1/4-20 MACHINE w +y USE(1)BRASS PUSH LOCK OR(1) MACHINE BOLT&NUT @ 18"O.C. ALTERNATE END STRIP DE AIL BOLT NUT®18"O.C. (E)CTERIOR) 5/16-18 jHUMB SCREW INTO THREADED WITH 6.6 STARTER AND ANGLE In m INSERT 0 AT 1/3 SPAN TO 2/3 SPAN SCALE:3"=T-O" ANY TKAW1 0 W•• FROM BOTTOM OF SHUTTER.RECEIVING END STRIP SCHEDULE SCREW BOSSES. "4 O TYPICAL PLAN VIEW HOLE SHALL BE 3/8'MAX WIDTH,UP TO PSF SPAN SCALE.3"=T-0" 1'HEIGHT. 1'BIO(27„) s 94" raj USE� S7)BRASS PUSH LOCK 12 80"OR(1 5/16-18 THUMB 75' SCREW I 0 T REq ED LOCKING DETAILS FOR 2°BIO(3.7') 2 85" SEE END STRIP INSERT 071 AT1/3 SPAN CENTER MATES 8B" 1� TO 2/ AN FROM ® SCHEDULE FOR MAX. W 5 BOTTOM OF SHUTTER. SHOWN ON RANDOM n SPAN WHEN USING a RECEIVING HOLE SHALL BE 30 13 DETAILS 3"��•7°) 62 BIG 20,40a,40b OR 40c, F� o 3/8"MAX WIDTH,UP T 2 1 4" OR 6.8 STARTER ya m 1"HEIGHT. 1- / m 30 AL(I'0 62 110" 8,to X. WITH 21 OR 25. 5_ 2" Ol IC O -a 3 x0 BS 40 40 USE APPROPRIATE Z m�� — — — 1.5x3° 132 71'45 2O STARTER STRIP TO m Y 1.6'xT� FOR 5 87° PROVIDE CLOSURE E 13 BUILDING CONDITIONS.60 81" F 3 4I 64 78' FASTEN STARTER STRIP S (INSIDE) TO TRACK W/RN R. xO m ri SCREWS AT CORNER,TOP aryS XOA25" 45 +39" ALTERNATE END STRIP DETAIL a BOTTOM. �A 1D�N 67 SCALE.3"=T-O'• ANY TRACK W/SCREW 13 F I O -a '20, BOSSES. 70 111" I 1 ° pSILL a W FOR GREATER SPANS OR IAADSTHAN SHOWN IN END STRIP SCHEDULE,END STRIPS REQUIRE A 1'xP.09V CISP ANGLE V) MID SPAN USING ANY ANCHOR ON THE EXISTING GLASS Z ANCHOR SCHEDULE m 814x3/4'TW O ( �-+ 13 SCREW OR 1/4-30 DOLT TO END STRIP. gSW 66@@@ ORg11 30 USE((7 Ste'BRASS PUSH LOCK INSIDE) "�` y I US( 15BRA 8 THUMB LOCK 13 F OS5RRR(1E)5/16-18 THUMB ( If SCREW O THREADED 30 e) r_ INSEFWT I OAT 1R/E3 SPAN SILL 5) @ °+ INSERT 7 AT 1/3 SPAN Y a 7O 2/3 AIN FROM TO 2/3 N FROM =UJ� BOTTOM OF SHUTTER BOTTOM OF SHUTTER. OUTSIDE H H RECEIVING HOLE SHALL BE ( ) 1 HEIGHT.WIDTH,UP T _ TYPICAL OUTSIDE CORNER CLOSURE r CC1 DETAILS WO/CORNER POST — — — — — 30 � A NTS . 13 30 NF004IRIMLIERNAMPM 13 SILL 31 215 13 3 (OUTSIDE) 1S-2339 USE(1)BOX LOCK AT 1/3 eeALe, - SPAN TO 2/3 SPAN FROM PAGE VIrCRIP THIN: y N BOTTOM OF SHUTTER O TYPICAL INSIDE CORNER CLOSURE $FR� MULTIPLE SHUTTER ASSEMBLY CC2 DETAILS WO/CORNER POST E 2! NTS H4 SCALE,3"m V-0" d a` S ```� P �'/�E. R CONNECTION TYPE REFERENCE ANCHOR EXISTING HOST SCHEDULE FOR MAX. STRUCTURE _ SPACIN i` 1 Cl CONNECTION TYPE 1/4-20 MACHINE BOLT Z ( 2 PREFERENCE ANCHOR 1/2' W/NUT LID 12"D.C.OR / \ SCHEDULE FOR MAX. ® #14 SMS @ 6"O.C. * , SPACIN 1/Y (TYP.TOP b BOTTOM) n i 2 FASTENERS ALUM. TUBE ji , ��O• '� �44 8083-T11 ALLOY F: 9� , EACH ANGLE SEE TABLE A FOR SIZE. I o [S�pR 66pR/ y//' 1'.'x 2"x 1/8" I � , ALTERNATE THRU BOLT � OR 2 x 2"x 1/8" I Cl CONNECTION TYPE _ j n ALUM.ANGLE ° REFERENCE ANCHOR MN GLASS 0: = 13 SCHEDULE FOR MAX. SEPARATION 13 tw- u 1.�1 IF SPACING PER TABLE f U1� 7 N.THREE 3/16"0 ALUM. ° �� w L POP RIVETS OR - I I GLASS N a m W N w THREE#12 SMS,TYP. ° 17 OR DOOR X LA F- 'S rL 3/16"0 ALUM.POP T a IX N w 17 RIVELm 18TOC.OR#12 SMS = R(/FRitr�� TABLEA(Om) \~ / �7F ISlonnryry//)OOR M PRESSURE VS ALLOWABLE LENGTH __ OR716S1 °1 25¢x1 3SCi5A 8• MAY USE MALE OR L7 w v PSF N°BJO• No V FEMALE LOCK-SLAT W o \ 62 130" 186^ 13 ALTERNATE THRU BOLT ILij 1/4-MAX.FROM PIN 7z 1za^ 179• C5 CONNECTION TYPE C1 CONNECTION TYPE GUIDE TO BUSHING CC3 TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR REFERENCE ANCHOR 82 119" 172• NTS SCHEDULE FOR MAX, SCHEDULE FOR MAX. 92 114" 165^ SPACING �i __J 1/ 14x3/4"SMS[�9"O.C. 102 110^ 160' - ANGLE TO TUB @ CONNECTION 120 109^ HT 6 150 TABLE B(m) EXISTING HOST EMBED. 6063-T6 ALUM.TUBE O�_ 3 2m 9T 13P PRESSURE VS ALLOWABLE LENGTH STRUCTURE zm< ee• 114° CONNECTION TYPE 25¢x1 350'[ EDGE DISTANCE REFERENCE ANCHOR � f PSF WDH B/O WITH BJO SCHEDULE FOR MAX. R SPACING O 62 113" 16G JJ E 1B"O.C.ASTENER 72 for 1sT [0 Cb ALTERNATE BUILD OUT MOUNT SECTION g (USE ANY ANCHOR SHOWN a g S 82 101' 14r IN ANCHOR SCHEDULE). SCALE.3".1•-0- m 92 9S L3V 6afi 102 gp• 132' � 120 122" 6 150 74' 109" w C7 200 69' 94' w F�m d "x2"x _ »¢ 3/16 RIVET OR#12 SMS 090"6063-T6 MI,1 BASS 13 y=j w O L 18"D.C. OR 1/4-2 17 ALUM.TUBE TYP. �WN ARATION = Z U NUT b BOLT(TYP.). g PER TABLE m o IA 1t 3/16"0 ALUM.POP a GLASS 2 ALUM. TUBE RIVET OR#12 SMSA e oZm 8063-T8 ALLOY (f0 ta"O.C.(TYP.) {4 OR DOOR u w F ° e9 SEE 7A9LE9.FOR SIZE 2"x 5"x 1/e" i7i u 2 FASTENERS x CONTINUOUS �I 1'x 2"x.093"6063-T6 EACH ANGLE ALUMINUM ANGLE a � THREE 3/16"0 ALUM. OPTIONAL ANGLE INSIDE 3 gg p g{ ALUM.ANGLE, P. 0 POP RIVETS Oq - 17 ORIENTATION TYP. 1 W 6 e6 lb 17 THREE#12 SMS,TYP. e 0 0 O x" x 1/8 w 4 CONNECTION TYPE •2 13 OR 2"x 2"x 1/6" O REFERENCE ANCHOR ALUM.ANGLE SCHEDULE FOR MAX. .USE MALE OR FEMALE SPACING 00 W Rf9R Fi W it L BBN/AOO PE LOCK-SLAT - NG CONCRETE, BLOCK15-2339 13 13 BLOCK OR WOOD FRAMING ' Beau: I - (OUTSIDE) EE INSIDE SILL MOUNT SECTION Pc 19DESCIUP ION, #12 x 1/2"GALVANIZED SCALE,3 T-0" - OR S.S.SMS,3/16"0 ALUM. CC4 TYPICAL CORNER CLOSURE DETAILS POP RIVET,OR 1/4-20 SIDE CLOSURE OPTIONS NTS MACHINE BOLT b NUT SCALE-3"=T-O" Lm 18••O.C. P.E. C5 CONNECTION TYPE REFERENCE ANCHOR XISTING `rC•�I� 'QQ��i� G= SCHEDULE FOR MAX. STRUCTURE •1// ^• SPACING S"MAX. GLASS "�^ GLASS C1 CONNECTION TYPE 1/4-20 MACHINE BOLT OR DOOR u N y OR DOOR w w SCHEDULE FEFERENCE OR MAX. 14 SMSCHOR W/NUT��fi"D.C.OR r W w SPACING /2•• (TYP.TOP 8.BOTTOM) '• 7 }. MK 3 X y y J GLASS 13 N N Q o 1/4"-20 THRU BOLT W/ GLASS X mRA'n Q ¢ #14 x 1/2"SMS(m 12"D.C.Oz a r-PER w •� LOCK NUT p tt"O.C.OR PER =F tot-FQ- OR 3/16"0 ALUM.POP TABLE 2 Q Q C N MOR 6 OR/ 12 x 1/2"SMS({i 12"O.C.E.S. TABLE 2 Z F• RIVETS Lm 6"O.C. OR 1/4"0 = yaj w O �J OR 3/16"0 ALUM.POP w N ALUM.POP RIVETS @ 12"O.C. RIVETS @ 6"O.C. E.S. R 1/4"0 ALUM.POP RIVETS / Ot AND 3O MN GLASS I-w rn @ 12"O.C.E.S. , 1/4"MAX.FROM PIN 1/4"MAX.FROM PIN 13 F-- ' Y Qm o ASSEMBLY SER GLASN » L Q W 2 1/2"TYP. LNG PER TABLE 2 �- =o- p O9 AND©0 GUISE R BUSHING WASHER(TYP.) = y=J W �� $ ASSEMBLY WASHER(TYP.) GLASS y Zum w / 1/2" 1/2"TYP. EXISTING CONCRETE, = 3 CONNECTION TYPE OR DOOR— -'n< �+fy BLOCK OR WOOD FRAMING °1 EDGE REFERENCE ANCHOR Q a<~ y C¢w a Y m / SCHEDULE FOR MAX. Y Oil w•• 4 CONNECTION TYPE Is SPACING uw "o B' EDGE REFERENCE ANCHOR / DIS . SCHEDULE FOR MAX. Q r] SPACING AS SHOWN w 1111r/Q_ CONNECTION TYPE IN DIAGRAM ON PG.9 w 0_~i (5]0 R +r+ REFERENCE ANCHOR EXISTING CONCRETE, w D v3 O 6 m SCHEDULE FOR MAX. BLOCK OR WOOD FRAMING 1/4"MAX.FROM PIN 7� / SPACING.ALT.FASTENER C7 CONNECTION TYPE / GUIDE TO BUSHING / LOCATION.FRONT AND BACK ANCHORS NOT REO'D REFERENCE ANCHOR 1/ WASHER(TYP.) m Y 1/4"MAX.FROM Og INSIDE MOUNT SECTION w 0 WITH THIS LOCATION SCHEDULE FOR MAX. 19 6 PIN GUIDE TO SCALE,3"=1'-0" SPACING K BUSHING WASHER 5 CONNECTION TYPE 'A OA INSIDE MOUNT SECTION REFERENCE ANCHOR y m '(TYP.) SCALE,3"=1'-0" SCHEDULE FOR MAX. �'�oM EXISTING CONCRETE, SPACING p`r7 C A / BLOCK OR WOOD FRAM) EMBED. Z� ssm ggg // CD BUILD OUT MOUNT SECTION b ��—� TYP. BOTTOM EXISTING CONCRETE, SCALE:3"=1'-0" BLOCK OR WOOD FRAMING 8 E G T XISTING a g NOTE.FOR DETAILS A,B.D.AND E ON THIS SHEET, 4 CONNECTION TYPE STRUCTURE m THE BASE TRACK MAY BE INSTALLED IN SECTIONS REFERENCE ANCHOR EMBED. 5 CONNECTION TYPE WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS w SCHEDULE FOR MAX. REFERENCE ANCHOR 1 SPACING SCHEDULE FOR MAX. A MINIMUM TWO SETS OF ANCHORS AND IS m LO R MINIMUM OF 12"LONG.THE SILL OR CEILING TRACK w USED WITH THE BASE TRACK MUST BE CONTINUOUS SPACING R OVER THE GAPS BETWEEN SECTIONS. 3 16L�T: 1/2„ OSRO R w mGLASS 0: y OR DOOR Q S 13 I"' =w K w ' o - ! k w 012 x 1/2"SMS @ 12" ARATI = y=am ig w W j f w w1~-•� O.C.OR 3/16"O ALUM. PER y 5Oum 0< 13 t~-.y2mr• NMI] f.w» POP RIVETS[d 6"D.C. TABLE2 pZF GLASS OR MN =gym, 2C0�L um y w y� DR 1/4"0 ALUM.POP Q o Q DOOR N 0 O y 1 I =-: RIVETS 12"O.C. E SMR EPARATION TABLE 2 Ln to< @ u y PER TABLE 2 Q W¢Q F- J p 5@ 1/4-20 S.S.MACHINE T-w'0 Qa r- OASSEMBANDOLY 1/2" GUIDE TO BUSH NG N E Q m � $ SCREW 8,NUT(0 y 5 12"O.C. u 1/ •• P. WASHER(TYP.) w F: ! GLASS w o N 1/4"MAX.FROM PIN OR DOOR 1/4"MAX.FROM PIN m w p GUIDE TO B 5 LNG , rSpACING. 4 CONNECTION TYPE GUIDE O BUSHING iv WASHER(TYP.) GE REFERENCE ANCHOR O .WASHER(TYP.) 2 a S 6. EXISTING CONCRETE, ST. SCHEDULE FOR MAX. CWYWOFAWLeawmoPE r z m BLOCK OR WOOD EXISTING CONCRETE, TION TYPE IN DIAGRAMACING ON PG.9 REFERENCSHOWN 2 E ANCHON OR 15-2339 OR FRAMING BLOCK OR WOOD FRAMING ANCHOR SCHEDULE FOR MAX. au!?: "x 3"x 1/4"CONT. CONNECTION TYPE #?;:,:1/2"SMS p 12" FOR MAX. SPACING PAae P1$=Prrsoe: 063-Tfi ALUM.ANGLE REFERENCE ANCHOR D.C.OR 3/16"0 ALUM. LT.FASTENER �EXISTING CONCRETE, FRONT ANDAY BE REVERSED SCHEDULE FOR MAX. POP RIVETS @ 6"D.C. HORS NOT REO'DBLOCK OR WOOD FRAMINGS SHOWN DASHED SPACING OR )VET ALUM,POP WITTHIS LOCATION WALL MOUNT SECTION Rlvers @)12"D.C.O O CEILING / INSIDE MOUNT SECTIONO WALL BUILD OUT CTIO SCALE,3 1'-0" SCALE.3"=1'-D" SE 111 RDD,P.E. HIM.GLASS GLASS OR DOOR PER TABLEO2 13 0 0 p W W O x i GLASS OR '• .. _ F�m DOOR D 4z OR X N N DOOR MN GLASS IV SEPARATION rr. LASSLd PFR TABLE 2 = SEPARATION w~a wm O••" 7 F J V, ~ Lq w ¢ y in L7-V E-zw fn M - _ 13 wttln Dx U €u /2" 1 J u z Cl CONNECTION TYPE 13 j a m LJ t W 7' N - 1/4"MAX.FROM PIN GUIDE 2B LI C REFERENCE ANCHOR u z N!" ?� TO BUSHING WASHER(TYP.) ¢pl SCHEDULE FOR MAX. Q a {Y r� TWO 1/4"0 WOOD 25p- SPACING 14 InrL LAG SCREWS @ 24" w D.C.MAX.WITH 2" C4 CONNECTION TYPE .250" e Q THREADED PENETRATION REFERENCE ANCHOR T"INTO CENTER OF 2X STUDS o SPACINGE FOR MAX. \ a ¢ 1O�° EMB."T' 14 SMS @ MIDSPAN BETWEEN STUDS FOR TRACK TO T'x 4" PLYWOOD b TUBE CONNECTION / EXISTING HOST STRUCTURE m STUCCO FINIS 1"x 4"x.1 5" 6063-T6 ALUM.TUBE E THIS DETAIL TO BE USED WHEN STUD SPACING O DECORATIVE FLOOR TRACK DETAIL Op WALL MOUNT SILL DETAIL w K SCALE 3"e 1'-0" SCALE 3 1'-0" ¢$$ d EXCEEDS THE MAX.ALLOWABLE ANCHOR SPACING. ms OWALL MOUNT SECTION I THIS DETAIL MAY SCALE,3"=1'_0" ALSO BE USED g AT TOP m< $b 1[\hE S U �•/ �W c o 7 ACCORDION SHuTTER a - .E2 o g RPER PRODUC'APPROVAL f o -GLASS h e m g Fi SEPARATION- OR DOOR 13 in IA 11 PER TABLE 2 O ' n EXISTING WOOD(G=0.421 a APPLICABLE AT TOP z TRUSS OR RAFTER ND AN./.R BOTTOM n AQ a Q d @ 24"MAX.O.C. F 2"OR 3" F o E IA EXISTING FINISH MATERIAL A01 I 1/2"MIN. 5 fi 1/4"MAX.FROM PIN GUIDE 2"x 5"x 1/B"6063-T6 IOy Q TO BUSHING WASHER(TYP.) ALUM.ANGLE W/THREE m i s 2°z 3'x 3'e x CONTINUOUS OR 2.175 g g G' 2"x 2"x Ya'x CONTINUOUS 1• 6 1/4"TILE{iYP.I 1/4"0 WOOD LAG w 6061-T6 ALUMINUM ANGLE FINISH MATERIAL SCREWS WITH2-3/4" d b� 3/4"PLYWOOD MINIMUM THREADED St a U 0.9'MIN.THICK 6061-T6 ALUM TRACK X —1/4"0 A325 GRADE THRU BOLT 7"O.C. PENETR."T"IN WOOD @ 5 6 FASTENED TO ANGLE WITH 1/4-20 @ EACH RAFTER OF TRUSS, ANGLE FASTENED TO Y OR 5/16"0 A325 GRADE THRU BOLT @ 12"O.C, 24"O.C.MAX.WHERE EXISTING 3 KSI CONCRETE - MACHINE SCREWS AT 3"FROM ENDS GALV.OR S.S. ANGLE EXTENDS BEYOND v6 HOST STRUCTURE WITH AND 9'O.C.FOR THE BALANCE ,I LAST TRUSS MORE THAN 1 b b 1 1/4"0 ELCO UL7RACON TO CONCRETE/CMU 3'm ELCO ULTRACONS AT EXISTWG CONCRETE HOST S"O.C.W/1-1/4"MIN.EMB. 6", EXTEND ANGLE TO K 3'FROM ENDS AND 4"O.C. ) OR 1/4"0 LAG SCREW @ 9"O.C.W/1-7/0" NEXT TRUSS. hw-W 3S 2-1/2°M. STRUCTURE 3000 PSI MIN + 6 FOR BALANCE WITH 1%" MIN.EMB. IN WOOD SG=0.42.TO 0.55, `- MIN EMBEDMENTAND 2YI" MAX-DESIGN LOAD AT S'-0"MAX SPAN: EXISTING CONCRETE, 13 ==Z W MIN EDGE DISTANCE, *62 P.S.F. HOLLOW BLOCK OR VI _W Q CORMWRRIW!(LEERWW E STAGGERED WITH 3"MIN. MAX.DESIGN LOAD AT 6'-0"MAX SPAN: WOOD FRAMING.SEE 2"x 5"x 1/B"CONT. X w 21- SPACING,TYP, t 52 P.S.F. ANCHOR SCHED. ALUM.ANGLE(6063-T6) J a 15-2339 BUILDOUT MOUNT BASED ON TYPE 0 IA SCALI - STRUCTURE Hu ¢ PAceoestu! P�taR• G SCALE�NTS � (MAX.DESIGN LOAD:72 P.S.F.) CI Hb PASS THRU DETAIL O SCALE 3 1'-0" TRUSS MOUNT SECTION K SCALE�3"-T-0" �� EXISTING HOST ALT.LEG DIRECTION UUUI ,P.E. 12'MIN FROM EDGE OF ACCORDION ROUND WINDOW STRUCTURE MB D IN CONCRETE ETE OR HOLLOSOLID SET W BLOCK,3"ORS WITH 7 MINIMUM •;••., ///,//���i� EDGE OF SHUTTER, SHUTTER BLADES 1/2' SPACING,AND 3"MINIMUM EDGE DISTANCE ' TOP OR BOTTOM ASSEMBLY AX AN LES P 6 ALUMINUM ` ANGLES PER BEAM END,SIZE Na IR° PER SPAN TUBE SCHEDULE *• ••i EMBED. SPAN TUBE PER ^z DESIGN SCHEDULE ACCESS HOLE 1/4-20 MACHINE BOLT W/NUT Cel ���'• �� EDGE OF ACCORDION Z G 12°O.0 OR S14 x 3 4"SMS 6"B.C. 3.5'MIN SHUTTER BLADES f u / 'i TYPICAL �m // \1/2"MAX. 'u x 3"MIN S 6 1In 2.875"0 HOLE(TO RECFNE DISTANCE 3 6 !. N 1.�1 RT-3;m w ROUND WINDOW ASSEMBLY) L1 MIN.GLASS 3 &Z!H Z$MAXIMUM OF 3 WINDOWS EXISTING SEPARATION wLu t O W PER EVERY OTHER BLADE GDOOR Szp oC 1 LIGHT-N-VIEW WINDOW f o 3"MIN EDGE 1'1/2'MAXa �� 8 N.T.S. EXTERIOR ELEVDISTANAs N zw� L 5 6 f O O C7 3 16 V4-MAX.FROM PIN GUIDE 0 a0 z TO BUSHING WASHER TYP. 1/4-20 MACHINE BOLT W/NUT t>a 1/2° ACCESS 12"O.0 OR 414 x 3/4'SMS 6°O.C. H 2.875"0 HOLE TO SPAN TUBE PER _ _w 8 RECEIVE ROUND EMBED. DESIGN SCHEDULE '9 d WINDOW ASSEMBLY 'I C ' 1/2" (2)6063-T6 ALUMINUM f CL o AX. ANGLES PER BEAM END,SIZE .. VA 9 m EXISTING PER SPAN TUBE SCHEDULE p'� Pt Ee HOST 1/4'0 THRU BOLTS SEE BEAM O Z STRUCTURE S5CHEDULE FOR REQUIRED NUMBERS 333 1/4"ALL POINTS SOLID SET ANCHORS WITH 7/8"MIN g E q EMBED IN CONCRETE OR HOLLOW BLOCK 3°MINIMUM E 0.125" 0.125• SPACING,AND 3-MINIMUM EDGE DISTANCE a,; E o $ 0.032" 0.032" MAX.DESIGN LOAD-t 72 PSF a o 0.196" ��' -�\ ' 3 SPAN TUBE SECTION `2 N.T.S. VERT SECTION L� 'o 4S" F � \ SPAN TUBE SCHEDULE ` , I 1 ALLOWABLE TUBE NUMBER OF ANCHORS PER NUMBERO MIN MUMANGLE + I WIN OW TUBE SHUTTER PAN SPANTOTHRLLBOLTS LENGTH ANGLE 1 ' TOP BOTTOM TOP BOTTOM TOP BOTTOM TBP BOTTOM Uf ASSEMBLY d I TUBE TUBE TUBE TUBE TUBE TUBE TUBE T 123.8" 135.2" 2 2 USE \ 2'k5k 80' 2 _ 3 4" T B p5A E _ 0.125" .101.7 108.8' 2 2 3 _ 3 T T u4 a "1 6tl 123" 89.8' 84.4' 2 2 3 3 T T TS ' 21x09c 00" 129.1' 157.°" 2 2 2 3 4" 7 I SM S!� q 0.125' w 114.8- 124.1" 2 2 3 3 T T' r / 123" 102.8' 109.8' 2 2 4 4 10' 10' . _ 80' 138.0' 198.0" 2 2 3 3 _T T 0 02.875" �--f O.1B8' c TD3.250r 2*xS� 88" 1227 155.7 2 2 3 4 _T_ 10• � � M ° 0.125 123" 115.4• '37.6" 3 4 1 5 10' 13' d �� 80' 158.1' 240.0' 2 2 3 4 7 10' I Tx10Y or140.8' 229.8' 2 3 4 0 10' - 10• ? LIGHT-N-VIEW WINDOW \\ �� °.1 BTC 123" 132.2* 203.1" 3 4 6 7 13' caP11IXFBT9nxcLeBi01WPE 2 N.T.S. SABIC PLASTICS SLX1431T-UL-94HB _ / SPAN TUBE SCHEDULE NOTES: - x3 x1 4 x 4'ANGLES FOR 2'x5'&2°x6"BEAMS. 15-2339 2. USE 2°x5'x1/4"ANGLES FOR 2"xB"&2"x10'BEAMS. SCALE; - 3. USE BEAM SC-EDULE FOR DETAIL 3/8. PAGE DESCRIPTION: 4. TOP&BOTTuM 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 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 N.T.S. EXTERIOR ELEV 6. ABOVE W6 BELOW THE BEAM.' o 8 7. ALL BEAMS AND LAP BEAMS ARE ANG SOTOE E 6063-T6 ALUMINUM. UO i ANCHOR SCHEDULE: CONCRETE as A;,;E• 2.5"MIN EDGE DISTANCE r 0LOAD Soans N To 6'-0" SOans UO To B'-3" SOans Uo To 12'-0" •� I/I], - S CONN TYPE CONN TYPE CONN TYPE _ ANCHOR (PsO Cl I C2 C3 I C4 I CS Cl I C2 I q I CA CS Cl C2 I C3 CA CS 1/4"ITW TAPCON OR ELM 43 16,0"16.0"1S.W 16.0"16.0"16.0"16.0" 9.0" 13.0"16.0"16.0" 9.5" S.S' 8.5" 14.5" , ULTRACON WITH 1-3/4' _53 16,0"16.0"IO.S'14.5"16.0"36.0"12.0" 7.0" 10.5"16.0"15.0" 7.5" 4.5" 7.5" 10.5" QF EMBED(3192ps1 MIN CONC) 62 16.0"16.0" 8.5" 12.5"16.0"16.0" 98' S.5" 8.5" 15.0"15.0" 7.5" 4.5" 7.5' 10.5" O% ®o ry 70 16.0"13.0° 7.0 11.0.16.0"15.5" 8A_- 5.0" 7.5" it.5"15.0" 7.S' 4.5" 7.5" 10.5' 7 / B COMBINATION �°j. OF M 100 15.0" 7.5" 4.5" 7.S' 10.5"15.0" 7.5' 4.5" 7.5" 10.5"15.0" 7.5" 4.5" 7.5" 10.5" 2 x S(TYP. 9 / 10 COMBINATION /Jy7y, • ��� 1/4'MILLENIUM MILLFASi 43 16.0"16.0"15.0"16.0"16.0"16 0"16.0" 9.0" 13,5"16.0"16.0" 8.5" 5.5" 9.0" 13.5' "•///uL' G WITH 1-3/4"EMBED(3275Ps1 53 16.0"16.0"110"15.0"16.0"16 0'11.0 7.0" 10.5"16.0"13.5" 7.0' 4.5" 7.5" 9.5" MIN CONCRETE) 62 16,0"15.0" 8.5" 13.0"16.0"16.0" 8.5" 5.5" 9.0" 13.5"13.5' 7.0" 4.5" 7.5" 9.5" 0 Z j U M W W 70 16.0"12.0" 7.0" 11.0"16.0"14.0" 7.0" 4.S' 8.0" 10.5'13.5' 7.0" 4.5'_ 7.5" 9.5" /j1 Q (g 'po IOD 13.5"1 7.0" 4.5" 7.5' 9.5" 13.5" 7.011,4.5",7.5"1 915111133' 7.O" 4.5" 7.5" 9.5' �J •,p7 W o 1/4•ELCO CRETEFLEX SS4 43 16.0"16.0"16.0"16.0"16.0"16.0"16.0 L3.5"160"16.0 16.0"12.5" 8.0" 13.0"16.0" 1 x S TYP. 2 x S TYP. W/2-EMBED(335OPS1 MIN 53 16.0"16.0"16.0"16.0"16.0 16.0"16.0"10.0"115.5 16.0"16.0"10.0" 6.5" 11.0"14.0" W W CONC) 62 16.0"16.0"12.5"16.0"16.0"16.0"12.5' 8.0" 13.V'16.0"16.0"10.0" 6.5" 11.0"14.0. N(�" J 70 16.0"16.0"10,5"16.0"16.0"16.0"10.5" 7.0" 11.5"15.0"16.0"10.0" 6.5" 11.0"14.0" _ ? 100 16.0"110.0" 6.5" 11.0"140"16.0"10.0" 6.5" 11.0"14.0"16,0"10.0" 6.S" 11.0"14.0" ,a LUO L° 1•MIN EDGE DISTANCE NOTE. "S"INDICATES ANCHOR SCHEDULE SPACING. 'y cl cz q ca cs Cl r2 p c4 cs Cl a q rn cs SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE: 1/4.3TW TAPCON OR ELCO 43 16.0"16.0" 7.5" 8.0" 16.0"16.0"16.0" 5.0" 5.5" 16.0"16.0" 9.0" 3.0" 4.0" 14.0" - C2 CONNECTION TYPE USING PIECE WITH OUTSIDE m ULTRACON WRH 1-3/4' 53 16.0"16.0" 5.5" 6.5" 16.0"16.0'12.0" 4.5" 16.0"14.5' 7.5" 10.0" ANCHORS TIONONLY n EMBED(3192pS1 MIN CONC) 62 16.0"15.5" 4.5" 5.5" 160"16.0" 9.0" 4.0" 14.5"14.5' 7.5" 10.0" - C4 CONNECTION TYPE USING PIECE®WITH PI 1/4•MILLEN[UM MILLFASf 43 16.0"16.0"�/0��5/36.0"16_0"-130" 6��� 16,0"33.0" 7.0" �//4y0//'.6y 100 OUTSIDE ANCHORS ONLY _-_ 300 14.5" 7.5" 10.0"14.5' 7.5" // / 10.0" gg _ 5' 105"1 Y WITH 1.3/4'EMBED(3275ps1 53 16,0"16,0" 8.0" 11.0"16.0"16.0" 9.0" 5.0" 7.5" 16.0"10.5" 5.5" ���4 S.S' 7.5" ANCHOR NOTES: d A MIN CONCRETE) 62 16.0"11.5" 6.0" 9.0" 16.0"13.5" 7.0" 4.0" 6,S' 11.0"10.5" 5.5" 5.S' 7.5" 1. SPANS AND.LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ~ p 70 16.0" 9.5" 5.5" 6.0" 16.0"11.5" 5.5" S.5" 8.51,110.5".5.5" 5.5" 7.5" ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE j A 100 SO.S' S.5" 5.5" 7.5" 10.5" 5.5" S. 7.5" 10.5" 5.5" 5.5" 7S" LIMITED TO THOSE SHOWN IN TABLE 1(Pg 1). ;=Dig z 1-1/4•MIN EDGE DISTANCE IL 1/a• OR W/NTS soup-sET - 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, Zm'. cg ANCHOR W/7/8'EMBED& CI C2 q C4 CS Cl C2 p G p Cl C2 q C4 CS ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR 1/4-20 SS MACHINE SCREW 43 16.0"16.0" E.10.5"16A"16.0"12.0" 5.5" 7.5" 16.0"12.5" 6.S• 3.0" 5.0" 10.0" EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER y d (3000ps1 MIN CONC) 53 16.0"15.0" 6.5" 8.0" 16.0"16.0" 8.5" 4A" 6.0" 15.5"10.0" 5.0" 4.0" 7.0• THAN OR EQUAL TO SHUTTER SPAN. P_x, E 6 62 16.0"11.0" 5.0" 70" 16.0"12.5" 6.5" 3.5" 5.0" 10.0'10.0" 5.0" 4.0" 7.0"70 16.0" 9.0" 4.5" 6:0" 16.0"10.5" 5.5" 3.0" 4.0" 8.0" 10.0" 5.0" 4.0" 7.0" 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. ,E 3 g m 100 10.0" 5.0" 4:0" 7.0" 10.0" 5.0" 4.0" 7.0" 10.0" 5.0" 4.0' 7.0" 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-9D HOLLOW CONCRETE 3"MIN EDGE DISTANCE BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER v 1/4"ALL-POINTS SOLID-SET _ -_ ANCHOR TYP, BYAPSED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE ANCHOR W/7/8'EMBEDS Cl C2 q 4 CS Cl C2 C3 C4 C5 Cl C2 q C9 CS CONNECT ON TYPE,SEE CONNECTION DETAILS FOR IDENTIFICATION OF 1/4-20 SS MACHINE SCREW 43 16.0"16.0"16.0"16.0"16.0"16.0"16.0"11.5"16.0"16_0"16.0"11.0" 7.0" 11.0"16.0" (3000ps1 MIN CONC) 53 16.0"16.0"13.5" 16.0"14.0" 8.5" 13.5"I6A 16.0" 8.5" 5.5" 9.5" 12.0" S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE 62 16.0"16.0"30.5"16.0"16.0"16.0"11.0" 7.0" 11.0"16.0"116.0"185' 5.5" 9.5" 12.0" ONLY. g •� 70 16.0"115.0"19.0" 14.0"16.0"16.0" 9.0" 6.0" 10,0113.0"116.0"18.5" 5.5" 9.5" 12.0" 6. THE CONTRACTOR 1S RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED R 100 16.0" 8.5" S.S' 9.5" 12.0"16.0" 8.5" S.S' 9.5" 12.0"16.0" 8.5" 5.5" 9.5' 12.0" IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT 1/4"POWERS SS DROP-IN 2-5/9°MIN EDGE DISTANCE _ __ LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER W/1/4-20 SS BOLT AND Cl C2 q C4 C5 Cl C2 q CR CS C3 C2 p CA CS FINISHES. 1"EMBED(3000ps1 MIN 43 16.0'16.0"14_0"16.0 16.0"16.0"14.0" 8.0" 12.5"16.0"14.0" 1.5" 1., B. 11.5' 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS a g CSC) 53 16_0.16.0"R.S" 14.0"I6.0"16:0" 9.5" 6.0" 10.0"16.0"IS.S" 6.0" 4.0" 7.0" B.0'• VARY.FIELD VERIFY THAT FASTENERS ARE INTO ADE��UA7E WOOD FRAMING 62 16.0.12.5' 7.5" 12A"16A"14.5' 7.5" 5.0" 8.5" 11.5"11.5" 6.0" 4.0" 7.0" 8.0" MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD I5 ACCEPTABLE ONLY FOR B i � •� SIDE CLOSURE PIECES. S 9 70 16.0'10.0"16.5" 10.5'16.0"12.0" 6.0" 4.0" 7.5" 9.0" 11.5" 6.0" 4.0" 7.0" 8.0" 100 11.5" 6.0" 4.0" 7.0" 8.0" 11.5' 6.0" 4.0" 7.0" 8.0" 11.5" 6.0" 4.0" 7.0" 8.0" S. 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 55 DROP-IN -- _. .__ EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING, IAC SCREWS SHALL 4 W/1/4-20 SS BOLTAND Cl c2 q ca CS Cl C2 p C4 c5 Cl c2 q G7 CS HAVE PHILLIPS PAN HEAD OR HEX HEAD. eTl� 31 1'EMBED(3000ps1 MIN 43 16.0"16.0"15.0"16.0"16.0"16.0"14.5" 9.0" 13.5"16.0"15.0" 7.5" 5.0" 9.0" 12.0" g, MACHINE SCREWS SHALL HAVE MINIMUM OF 1 2"ENGAGEMENT OF THREADS IN A CONC) 53 16.0"16.0"10.5"15.0'16.0"16.0"10.0" 6.5" 10.5"16.0"12.0" 6.0" 4.0" 7.5" 8,5" BASE ANCHOR AND MAY HAVE ETTHER A PAN DEAD,TRUSS HEAD,OR WAFER ¢ 91= 62 16.0"13.0" B.0" 12.5'16.0"15.0" 8.0" 5.0" 9.0" 12.0"12.0 6,0" 4.0" 7.5" 8.5" HEAD(SIDEWALK BOLT),U.O.N. 70 16.0"10.5' 7.0" 11.0"16.0"12.5' 6.5" 4.5., B.0" 9.5" 12.0" 6.0" 4.0" 7.5" 8.5" ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES9a 100 12.0'16.0" 4.0" 7.5" 8.5" 12.0" .6.0" 4.0" 7.5" 8.5" 12.0" 6.0" 4.0" 7.5" 8.5" T e j 2•MW EDGE DISTANCE DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, g •�e #12 SMS W/2"EYEWALL Cl C2 I C3 I C4 C5 Cl C2 C3 CA CS Cl C2 C3 C4 C5 NUT OR WASHER WINGNUT. COPOOOMMWIXL S&MP1: ARMOR INSERT W/) EMBED 43 16.0"16.0"11.5"14.0"16.0"16.0"16.0" 7.5" 10.0"16.0"16.0" 9.0" 4.5' 6.5" 13.5" 11. MINIMUM CONCRETE STRENGTHS AREAS INDICATED 1N ANCHOR SCHEDULE. (2000p51 MIN CONC) 53 16.0"16.0" 8.5" 11.0"16.0"16.0"11.5' 5.5" 8.0" 16.0"14.0" 7.0" 3.5" 5.5" 10.0" 1 J�-2339 12. WHEN ANCHORING TO HOLLOW BLOCK SDS DRILLS SHOULD NOT BE USED TO ....,., 62 16.0"15.0" 7.0" 9.5" 16.0"16.0" 9.0" 4.5" 6.5" 14.0"14.0" 7.4' 3.5" 5.5" 10,0" DRILL INTO HOLLOW BLOCK NOR S-OLD IMPACT DRILLS BE USED TO INSTALL #AGe OR6CR1p77aN1 70 16.0"12.0' 6.0" 8.0" 16.0"14.5" 7.5" 4.0" 6.0" 10.5"14.0' 7.4' 3.5" 5.5" 10.0" CONCRETE SCREWS TO HOLLOW Blci 100 14.0" 7.0" 3.5' 5.5" 10.0"14.0" 7.0" 3.5" 5.5" 10.0"14.0" 7.0" 3.5" 5.5" 10.0" #12 SMS W/2.75'EYEWALL 43 16.0"16.0"16.0"16.0"16.0"16.0"16.0"10.0"14.0"16.0"16.0"11.5"16.0" 9.5" 16A" o� ARMOR INSERT W/2.5• 53 16.0"16.0"12.0"16.0'16.0"16.0"15.0" 7.5" 11.0"16.0"16.0" 9.0" 5.0" B.0" 13.0" s EMBED(2000ps1 MIN CONC) CS _ " "L " " ' 65. .0 _ .5 . .0 . " 9.5" 16.0"16.0" 9..0" 5.0" .0" 13.0'8 70 0" 9.5" .5" O 40 00 60 0" .0 9.0" 5 " 8.0" 13.0"16.0" 90" L loom mmmmm ®®mmmF �m®��®���m®������� W/1-3/4'EMBED(3000pSI MIN CONQ mmmmm mmmm® mmmm mmmmm® - ® mmm®mm��mmm®��®®�mmmm��mmmmm®�� � DD©m© ©0000 0�0©m O0©0000 •mmm ��� ®jib®mm mmmmm m®®��m - 9MMEW, MMMFMV���MMMM01��i������ mMr. 1701 MVESAWKI m NEWS 000/00/0 / mmm%of iiiiiiiiii� ///������ai�� ; ®®j Km' � �i,��i/ilii / >• - ANCHOR W/1-1/4-EMBED j /aiiiiiiii� i�ii�����/ . . �m o©mom 00000© ISFANCE ©om m 2'MIN EDGE•o©mm©m 51, MIN �vm MEN. IN .. , ■m - o©m©' ' � mmmmm 0000 °©mm©mmo �eDe01 :: ON � ��r////////////� ma 2 mmI E w�////�////mm 1/1�/,,%®� ■0000©000000©mmmm©©o©mm©om©moo© MM : /%j% MVi��er;/ Mmm ����,��MEM . 70 //% '' 10 ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK// pE 2"MIN EDGE DISTANCE •�� r LOAD Spans Up To 6'-0" Scans Uo To 8'-3" Spans Up To 12'-0" . S ANCHOR CONN TYPE CONN TYPE _ CONN TYPE , _ ( Cl C2 C3 C4 CS Cl C2 C3 C4 CS CS I C2 I C3 I C4 cs 0.46 3 812 SMS W/2"EYEWALL 43 16.0"16.0" 7.5" 9.0"116.011 1 IS.S'1 8.5" 4.5"1 6.5"115.511 B.5" 4.5" 4.0" 7.0" 7 ARMOR INSERT W/1-1/4" 53 16.0"30.5" 5.0" 7.0" 16.0"11.0" 6.0" 3.5" 5.0" 11.0" 7.0" 3.5" 3.5" 5.0" EMBED A Am 62 140" " " " " " " 4 7 3.5" O .5 . 7.0" 3.5" 3.5" 5.0" 100 7,0" 3.5" 3.5" S. 7.0" 3.5" 3.5 50' a m,t � ANCHOR SCHEDULE: WOOD (G=0.55) 314"MIN EDGE DISTANCE 0 G Spans UD To 6'-0"AD Spans Up To 8'-3" Spans UD To 12'-0" W a ril �D CONN TYPE CONN TYPE CONN TYPE Om O ANCHOR _ Cl C2 C3 I C4 I CS I Cl IC2 C3 C4 CS Cl C2 'C3 C4 CS .+m 1/4"LAG SCREW WITH 3-314" 43 16.0"16.0"S1.S'12.5"16,0"16.0"16.0" 7.5" 9.0" 16.0"16.0"14.5" 4.S' 6.0" 16.0" J N,, S°- MIN THREAD PENETRATION 53 16.0"16.0" 8.5" 10.0"16.0"16.0"116.0" 6.0" 7.0" 16.0"16.0"11.5" 4.0" 5.0" 16.0" >: 62 16.0"16.0"17.0" 8.5" 16.0"16.0"114.5"15.0" 6.0" 16.0"16.0"11.5" 4.0" 5.0" 16.0" O W V)W.. F-70 16,0"16,0" 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" 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" 5.0" 16.0" a 7/16•WOOD BUSHING WITH 16.0"16.0" B.0" 10.0"16.0"15.5" B.5" 4.5" 7.0" I5.5" 6.5" 4.5" 4.S' 7.0" I. MIN EMBED 9 1J4-20 16.0"10.5" S.S" 8.0" 16.0"11.0" 6.0" 3.S' S.5" 11.0" 7.0" 3.5" 4.0" 5.0" SS MACHINE SCREW 14.0" 8.0" 4.5" 6.5" 14.5" 9.0" 4.5" 3.0" 4.5" 7.0" 7.0" 3.5" 4.0" 5.0" " 12.0" 6.0" 3.5" S.S'.12.5" 7.5" 3,5" 4.0" 5.S` 7.0" 3.5" 4.0" 5.0" 3 1'•'•NN00B0 7.0" 3.5" 4.0" 5.0" 7.0" 3.5" 4.0" 5.0" 814 SMS OR 814 WOOD - 43 16.0"16.0 12.5 14.5 16.0 16.0"16.0" 8.0" 10.0"I6.D"Sfi.0"11.5" 5.0"' 7.0" 16.0" W[4 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" 9.5" 4.0" 5.5" 13.0" b THREAD PENETRATION 62 16.0"16.0" 7.5" 9S" 16.0"L6.0"11.5' S.0" 7.0" 16.0"16.0" 9.5" 4.0" 5.5" 13.0" ' 70 16.0"16.0" 6.5" 8.5" 16.0"16,0"10.0" 4.5" 6.0" 14.0"16.0" 9.5 4.0 5.5" 13.0" .0" -s-s-113-0. P� D- ~rn ¢ 100 16.0" 9.5" 4.0" 5.5" 13 16.0" 9.5" 4.0" 5.5• 13.0"16A" 9.5" 4.0" 5.5" 13.0' ANCHOR SCHEDULE: WOOD (G=0.42) Qz d 3/4"MIN EDGE DISTANCE m Y O G LOAD Spans Un To 6-0" Spans Up 70 8'-3" Spans Uo To 12'-0" ANCHOR CONN TYPE CONN TYPE CONN TYPE g s Cl C2 C3 'C4 CS Cl C2 I C3 I C4 I CS i Cl I C2' C3 I C4 I CS ;lStAr.a O 1/4"LAG SCREW WITH L-3/4" 43 16.0 9.0" 10.0"16.0"16.0"16.0" 5.$" 7.0" 16.0"16.0"19.5' 3.5" 4.5" 15.0" m g 9Ti MIN THREAD PENETRATION _53 16.0"16.0" 6.5" 8.0" 16.0"16.0"12.5" 4.S' S.5" 160'15.0" 7.5"! 3.0" 4.0" 11.0" ♦ v 62 16.0"16.0" 5.5" 6.5" 16.0"16.0" 9.5" 3.5" 5.0" 15.0"15.0" 7.5" 3.0" 4.0" 11.0" o 3 o 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" CI 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" `y 814 SMS OR 814 WOOD 43 16.0"16.0" B.S' 10.5"16.0"16.0"12.5" 5.5" 7.0" 16.0"13.0" 6.5" 3.5" 5.0" 10.5" pO 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" 3.5" 4.0" 7.5" a 8 THREAD PENETRATION -1V -.._.._.. _.._ 62 16.0^11.5" 7.0" 16.0"13.0" 6.5" 3.5" 5.0" 10.5"10.5' S.5" 2.5" 4.0" 7.5" 70 16.0" 9.5--l-4.5F 6.0" 16.0"11.0" 5.5' 3.0" 4.0" 8.0"_10.5'. 5.5" 2.5" 4.0" 7.5" 100 10.5"1 S.S"I 2.5" 4.0"1 7.5"j10.5"i S.T I 2.5" 4.0" 7.5" 10.5" 5.5" 2.5" 4.0" 7.5" ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK 4"MIN EDGE DISTANCE G Spans Up To 6'-0 Scans Up To 8'-3" Scans Uo To 12'-0" !Ti@ rn P� CONN TYPE CONN TYPE CONN TYPE. 5' S� O ANCHOR _ HB = CI C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS 5/16"TTW TAPCON XL W/ 43 16.0"16.0"1 16.0"16.0"16.0"116.0"116.0"115.0"116.0',16.0"16.0"15.0" 9.0" 14.0"16.0" pp5 _ 2-I/4y"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" R 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" p9 R 70 16.0"16.0"11.5"16.0"16.0"16.0"12.5" 8.0" 12.5"16.0"16.0" ���yyy t a7 y 100 16.0"12.0" 7.5" 12.0"16.0"16.0"12.0" 7.5" 12.0"16.0"16.0"12.0" 7.5" 12,0"16.D" p •�R O 5/16"EIM ULTRACON W/ 43 16.0"16.0"10.5"14.0"16.0"16.0"10.5" 6.S' 9.5" 16.0"11.0" 5.5" 6.S' 9.0" 'y O 2-1/4"MIN.EMBED 53 16.0"13.6-17.5" 11.0"16.0"14.0" 7.5" 7.5" 13. 9.0" 6.5" LJ'm 5" pOWRpIRRW4(L6FW7ANUPE 16 0 62 .'10.0" 6.0" 9.0" 16.0"11.0" 5.5" 6.5" 9.0" 9.0"f y'jA / 5 6.5" 15-2339 70 15.0" 8.0" 5.0" 8.0" 15.5" 9.5" 5.5" 7.0" 9.0" f 6.5" SCALE, 9.0" / 5.5" 6.S' 9.0" 5.5" 6.5" 9.0"%,'/t, i✓ ��%6.5" POflGPI'.9ffiICIIGtlC 08 2"MIN EDGE DISTANCE. _ Cl C2 C3 C4 CS Cl C2 C3 C4 C5 I Cl C2 C3 C4 CS N12 SMS W/2"EYEWALL 43 16.0"16.0" 9.5" 11.5"16.0"16.0"14.0" 6.0" B.0" 16.0"14.5' 7.S' 3.5" 5.5" 11.5" ARMOR pINSERT p�W/22'EMBED 53 16.0"16.0" 7.0" 9,0" 16.0"16.0" 9.S' 4.5" 3.0" 4.5" 0.5" 70 16.0"10.5" 5.0" fi.5" 16.0"12.5" 6.5" 3.0" ANCHOR NOTES:SEE SHEET - o0v"OOOO 100 11.5" 6.0" 3.0" 4.5" B.5" 33.5" 6.0" 3.0" 4.S' 8.5" 11.5" 6.0" 3.0" 4,5" 8.5" 9 FOR ANCHOR NOTES. �J �J