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HomeMy WebLinkAboutProduct Approval Design Data and Installation Schedule IGERALD ROSS 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 CEMENT 94 39.4 TAPCONS 12/12 2 ACCORDION CEMENT 135 39.4 TAPCONS 12/12 3 ACCORDION CEMENT 94 39.4 TAPCONS 12/12 4 DO NOT DO THIS ONE. 5 ACCORDION CEMENT 46 39.4 TAPCONS 12/12 6 ACCORDION CEMENT 70 39.4 TAPCONS 12/12 7 ACCORDION CEMENT 87 39.4 TAPCONS 12/12 8 ACCORDION CEMENT 24 39.4 TAPCONS 12/12 9 ACCORDION CEMENT 111 39.4 TAPCONS 12/12 10 ACCORDION CEMENT 111 39.4 TAPCONS 12/10 11 ACCORDION CEMENT 111 39.4 TAPCONS 12/12 12 ACCORDION CEMENT 24 39.4 TAPCONS 12/12 13 DOOR/EGRESS 14 ACCORDION CEMENT 111 39.4 TAPCONS 12/12 15 ACCORDION CEMENT 111 39.4 TAPCONS 12/12 16 ACCORDION CEMENT 111 39.4 TAPCONS 12/12 17 ACCORDION CEMENT 107 39.4 TAPCONS 12/12 18 ACCORDION CEMENT 79 39.4 TAPCONS 12/12 19 ACCORDION CEMENT 45 39.4 TAPCONS 12/12 20 ACCORDION CEMENT 68 39.4 TAPCONS 12/12 21 22 23 24 25 26 27 07/01/2016-9:22am DaniBIG V:\Projects\_2014-MPS\400 Wind Charts\-Reference\00-MPS14-400 Series C&C(Current).dwg s 51h ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" WIND VELOCITY = 150 MPH MRH <_ 60' DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE 'C' BASED ONKd=0.85 INTERIOR ZONE 4 PRESSURES I EXTERIOR ZONE 5 PRESSURES ENCLOSED STRUCTURE,FLAT TERRAIN Mean DESIGN PRESSURES(PSF)-ZONE 4 Mean DESIGN PRESSURES(PSF)-ZONES INSTRUCTIONS FOR TABLE USE: Roof Tributery Area(Sq Ft Roof Trlbuta Area 5 Ft 1. TABLES ARE INTENDED TO + FH ORST CASE'PRESSURES.'WORST CASE'IS Height fight 10, 15 20 25 30 35 40 45 50 DEFINED AS THE CR N WN VARIABLE AS DESCRIBED BELOW. A10'h, 15 20 25 30 USE OF CRII7CAL CO ITH THESE TABLES. 1. 42W64� 19 '31.1 -30.6 -30.2 -29.8 - 39; 137.8 -36.7 -35.9 -35.2 -34.6 -34.1 -33.6 -33.2 2.TABLES VALIDO ROOF HEIGHT AS LIMITED ABOVE. -+28.6 +28.1 +27.7 +27.3 + 0-15 t 928 6 +28.1 +27.7 +27.3 +27.0 +26.8 +26.5 +26.3 3 TABLES VALID F APPLICABLE REDUCTIONS FOR ROOF SLOPES LESS THAN 101 SHA INEER AS A SITE SPECIFIC CONDITION. -31.6 -31.0 -30.6 -30.2 -2 - .9 -38.4 -37.3 -36.4 -35.7 -35.1 -34.6 -34.1 -33.7 4.IDENTIFY THE B OF HEIGHT.IF THE MEAN ROOF HEIGHT 16 ft +29.8 +29.0 +28.5 +28.1 +27.7 + 16 ft +29.8 +29.0 +28.5 +28.1 +27.7 +27.4 +27.1 +26.9 +26.7 CANNOT BE IDENTIF T. -32,8 -32.0 -31.4 -31.0 -30.6 -30. .6 -40.5 -38.9 -37.7 -36.9 -36.1 -35.5 -35.0 -34.5 -34.1 S. ALWAYS ROUND LE VALUE OR CONSERVATNE ASSUMPTION. 6.CALCULATE THE TRI E OP NING IN QUESTION(HEIGHT WIDTH)OR 17 ft +30.2 +29.4 +28.9 +28.4 +28.1 +27.8 +27.5 7,1 17 ft +30.2 +29.4 +28.9 +28.4 +28.1 +27.8 +27.5 +27.3 +27.1 THE SPAN LENGTH(HEIGHT)M Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS -33.2 -32.4 -31.8 -31.3 -31.0 -30.7 -30,4 -30.2 -30.0 -40.9 -39.3 -38.2 -37.3 -36.6 -36.0 -35.4 -35.0 -34.5 THAN ONE-THIRD THE SPAN LENGTH(HEIGHT=/3).USE THE AREA BETWEEN STRUCTURAL 18 ft ARY +30.6 +29.8 +29.2 +28.8 +28.4 +28.1 +27.8 +27.6 +27.4 18 ft +30.6 +29.8 +29.2 +28.8 +28.4 +28.1 +27.8 +27.6 +27.4 AREA OPENIOF AN OPENING CANNOT BE IDENTIFIED,THE MOST CRITICAL(0 SQUARE FNGS ONLY-THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE EET)SHALLHALL -33.5 -32.7 -32.2 -31.7 -31.3 -31.0 -30.8 -30.5 -30.3 -41.4 -39.8 -38.6 -37.7 -37.0 -36.4 -35.8 -35.4 -34.9 BE USED.ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE.FOR LARGER 19 ft +30.9 +30.1 +29.5 +29.1 +28.7 +28.4 +28.1 +27.9 +27.7 19 ft +30.9 +30.1 +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 5)PER -33.9 -33.1 -32.5 -32.1 -31.7 -31.4 -31.1 -30.9 -30.6 -41.9 -40.2 -39.0 -38.1 -37.4 -36.8 -36.2 -35.7 -35.3 THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE 20 ft +31.3 +30.4 +29.9 +29.4 +29.0 +28.7 +28.4 +28.2 +28.0 20 ft +31.3 +30.4 +29.9 +29.4 +29.0 +28.7 +28.4 +28.2 +28.0 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE. -34.3 -33.4 -32.8 -32.4 -32.0 -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 ft +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 -3 .5 -36.0 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE, 22 ft +31.9 +31.1 +30.5 +30.0 +29.6 +29.3 +29.0 +28.8 +28.6 22ft +31.9 +31.1 +305 + 8.8 +28.6 GENERAL NOTES' -34.9 -34.1 -33.5 -33.0 -32.6 -32.3 -32.0 -31.8 -31.6 -43.1 -41.4 -00.2 - 3 6.8 -36.4 1.TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN 23 ft +32.2 +31.3 +30.7 +30.3 +29.9 +29.6 +29.3 +29.0 +28.8 23 ft +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 -32.3 -32.1 -31.8 -43:5- -41.8 -40.6 -3 . -36.7 CRITERIA AS OUTLINED HEREIN. 24 ft +32.5 +31.6 +31.0 +30.6 +30.2 +29.8 +29.6 +29.3 +29.1 24 ft +32.5 +31.6 +31.0 +30.6 +30. 9.6 +29.3 +29.1 2.DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND SPEED AND EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY -35.5 -34.7 -34.1 -33.6 -33.2 J+337 -32.6 -32.3 -32.1 -43.9 -42.1 -00.9 -40.0 -39.2 -38.5 -38.0 -37.5 -37.0 OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES 25 ft +32.8 +31.9 +31.3 +30.8 +30.4 1 +29.8 +29.6 +29.3 25 ft +32.8 +31.9 +31.3 +30.8 +30.4 +30.1 +29.8 +29.6 +29.3 NOT VALID FOR HILLY TERRAIN.INTERNAL PRESSURE COEFFICIENT(GCpl=+/-0.18)FOR USE WITH AN ENCLOSED STRUCTURE ONLY.VERIFY USE OF Kd(DIRECTIONALITY FACTOR)WITH -35.8 -35.0 -34.3 -33.9 -33.5 -32.9 -32.6 -32.4 -44.2 -42.5 -41.3 -40.3 -39.5 -38.9 -38.3 -37.8 -37.3 LOCAL BUILDING DEPARTMENT.HVHZ=HIGH VELOCITY HURRICANE ZONE.TABLES ARE FOR 26 ft +33.0 +32.2 +31.5 +31.1 +30.7 +30.1 +29.8 +29.6 26 ft +33.0 +32.2 +31.5 +31.1 +3D,7 +30.3 +30.1 +29.8 +29.6 WALLS AND VERTICAL SURFACES ONLY, -36.1 -35.2 -34.6 -34.1 -33.7 -33.1 -32.9 -32.6 -44.6 -42.8 -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 VALID WHEN SIGNED&RAISED SEALED BY FRANK L.BENNARDO,P.E. 27 ft +33.3 +32.4 +31.8 +31.3 +30.9 +30.3 +30.0 +29.8 27 ft +33.3 +32.4 +31.8 +31.3 +30.9 +30.6 +30.3 +30.0 +29.8 4,THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. 36.4 -35.5 -34.9 -34.4 -34.0 -33.4 44.9 -43.2 41.9 -00.9 -40.1 -39.5 -38.9 -38.4 -37.9 USE OF THESE TABLES AND COR ING WIND VELOCITY,EXPOSURE,AND OTHER COEFFICIENTS LISTE N NO VERIFIED BY THE GOVERNING 28 ft +33.6 +32.7 +32.0 +31.6 +31.2 8 ft +33.6 +32.7 +32.0 +31.6 +31.2 +30.8 +30.5 +30.3 +30.0 BUILDING DEPARTM RRANTY FOR APPLICABILITY OF TABLE -36.7 -35.8 -35.1 -34.7 -34.3 -45.3 -43.5 -42.2 -41.2 •40.4 -39.8 -39.2 -38.7 -38.2 VALUE USE IsoFFE 29 it +33.8 +32.9 +32.3 +31.8 +31.4 29 ft +33.8 +32.9 +32.3 +31.8 +31.4 +31.1 +30.8 +30.5 +30.3 5.THIS SPECIFICA I ER ANY PRODUCT APPROVED CERTIFICATION. RE MITTEDTEST CRITERIA AND OTHER -36.9 -36.0 -35.4 -34.9 -34.5 -45.6 -43.8 -42.5 -41.5 -40.7 -40.0 -39.5 -38.9 -38.5 APPROVALS FOR DE MATION AND APPLICABILITY OF THESE TABLE 30ft +34.0 +33.2 +32.5 •+32.0 +31.6 30ft +34.0 +33.2 +32.5 +32.0 +31.6 +31.3 +31.0 +30.7 +30.5 VALUES WHICH IS T V CCORDANCE WITH GOVERNING CODES. 6.ADHERE TO ALL TEM ORDINANCES. 37.4 -36.5 -35.9 -35.4 -35.0 -46.2 -44,4 -43.1 -42.1 -41.3 -40.6 -40.0 -39.5 -39.0 7.NO CERTIFICATIO OF THE HOST STRUCTURE. 32ft +34.5 +33.6 +33.0 +32.5 +32.0 +31. 0.9 32ft +34.5 +33.6 +33.0 +32.5 +32.0 +31.7 +31.4 +31.1 +30.9 8.EXCEPT AS EXPRESSLY P IN,NO ADDITIONAL CERTIFICATIONS OR 38.2 -37.2 -36.6 -36.1 -35.6 -35.0 -34.7 -34.5 -47,1 -45.2 -43.9 -42.9 -42.1 -41.4 -40.8 -40.2 -39.7 AFFIRMATIONS ARE INTENDED. 35 ft +35.2 +34.2 +33.6 +33.1 +32.7 3 +32.0 +31.7 +31.5 35ft +35.2 +34.2 +33.6 +33.1 +32.7 +32.3 +32.0 +31.7 +31.5 a=10%OF LEAST HORIZONTAL DIMENSION OR 40%OF MRH, PEAK ROOF -39.2 -38.3 -37.6 -37.1 -36.7 -36.0 -35.7 -35.5 -48,4 -46.5 -45.2 -44.1 -43.3 -42.5 -41.9 -41.4 -40.9 WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HORIZONTAL HEIGHT 40 ft +36.2 +35.2 +34.5 +34.0 +33.6 +33.2 +32.9 +32.6 +32.4 40 ft +36.2 +35.2 +34.5 +34.0 +33.6 +33.2 +32,9 +32.6 +32.4 DIMENSION OR SFT MORE USE ZONE 5 T R ALL T QUESTION.CONSULT MEAN AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ROOF 40.2 -39.2 -38.6 -38.0 -37.6 -37.2 -36.9 -36.6 -36.3 49.7 -47.7 -46.3 -05.2 -44.4 -43.6 -43.0 -42.4 -41.9 EAVE HEIGHT 45 ft +37.1 +36.1 +35.4 +34.9 +34.4 +34.1 +33.7 +33.5 +33.2 45 ft +37.1 +36.1 +35.4 +34.9 +34.4 +34.1 +33.7 +33.5 +33.2 �{ HEROOF IGHT 41.1 -40.1 -39.4 -38.9 -38.4 -38.0 -37.7 -37.4 -37.2 -50,8 -48.8 -47.4 -46.3 -45.4 -44.6 -43.9 -43.4 .-42.8 50 ft +37.9 +36.9 +36.2 +35.7 +35.2 +34.8 +34.5 +34.2 +33.9 soft +37.9 +36.9 +36.2 +35.7 +35.2 +34.8 +34.5 +34.2 +33.9 O 5 Q -42.0 -40.9 -40.2 -39.7 -39.2 -38.8 -38.5 -38.2 -37.9 51.8 49.8 48.3 -47.2 -46.3 45.5 -44.8 -44.2 -43.7 ss ft �560 s ft 5 5 +38.7 +37.7 +36.9 +36.4 +35.9 +35.5 +35.2 +34.9 +34.6 +36.7 +37.7 +36.9 +36.4 +35.9 +35.5 +35.2 +34.9 +34.61 a 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 O Q 60ft +39.4 +38.4 +37.6 +37.1 +36.6 +36.2 +35.8 +35.5 +35.3 ft +39.4 +38.4 +37.6 +37.1 +36.6 +36.2 +35.8 +35.5 +35.3 WALL ZONE FIGURES h„/� IS ETR . 0 3 REMARKS GSS CHKD DATE 5TH ED. FLORIDA BUILDING CODE ENGINEERING o ©, mz D O p INIT ISSUE GSS TSB 03105/12 rn 3 REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 (20141 EXPRESS® , 0 C\ rn� REV 2014 FBC DGM TSB 06/10/15 \ / lb< a, eo P R S - ASCE 7-10, CHAPTER 30 CORPOI-TE OFFICE: �, I � Ln m u N z 160 SW 12th AVENUE SUITE-106 $� t-" z 11 � DESIGN LOADS FOR COMPONENTS&CLADDING y_ \ z DEERFIELD BEACH, FL 33442 o v a MASTER PLAN SHEET m �N >, I� THIS DOCUMENT ISTHE PROPERTY OF ENGINEERING EXPRESS, P:(9S4)354-0660 F;(9S4)3S4.O443 z `,I pO AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT CERT OF AUTH#9885 z d FoWRITTEN CONSENT OF ENGINEERING EXPRESS.ALTERATIONS, E;HELLO@ENGINEERINGEXPRESS,COM M oI OADDITIONS,OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT C E" 7 1® 'zm PERMITTED AND INVALIDATE OUR CERTIFICATION• ENGINEERINGEXPRESS.COM ` 1/18/2017 Florida Building Code Online BCIS Home Log In ( User Registration I Hot Topics ! Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links j Search j Product Approval , '.USER: Public User .r;.(.� Floridar P Product Approval Menu>Product or Application Search>Application List>Application Detail rt� Z=N' FL# FL13757-115 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-alum.com Authorized Signature Frank Bennardo frank@engexp.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 Date 12/31/2018 Validated By ORLANDO L. BLANCO, P.E. `�° Validation Checklist- Hardcopy Received Certificate of Independence FL13757 R5 COI Indep 2.pdf FL13757 R5 COI Indep 3.odf FL13757 R5 COI Indeppdf 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 hftps.//floridabuilding.org/pr/pr app_df.aspx?param=wGEVXQwtDgvgk7yHMuovbmRcEiVwSMEgRsQOIObF%2f/*2fmZrDFh7dHzwQ%3d`/o3d 1/2 1/18/2017 Florida Building Code Online Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13757 R5 Equiv Equiv 2 pdf FL13757 R5 Eauiv Equiv 3.Ddf FL13757 R5 Eguiv Eguiv.Ddf 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 0,,%UrffnTaW of Products FL^' Model,Number or Name Description `.� i757:y1; 6.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter System L Ril of Use Installation Instructions Approved for use in HVHZ:Yes I FL13757 R5 II Dwgpdf 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.odf 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 Dwa 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 3.12df 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 request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mall.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: Credit Card https://floridabuilding.orgtpr/pr app_o.aspx?param=wGEVXQwtDgvgk7yHMuovbmRcEiVwSME9RsQOIObF%2f/`2fmZrDFh7dHzwQ`/o3d`/o3d 2/2 .IIIrr Irlr,r, 6.8 ACCORDION SHUTTER FOR USE WITHIN AND OUTSIDE THE HVHZ TABLE 441 TABLE 1 TABLE 2 TABLE 3 ALLOWABLE SPAN SCHEDULE [��A OF Z ALLOWABLE SPAN ALLOWABLCSPAN SCHEDULE MINIMUM SEPARATION FROM GLASS ASTM ESSENTIAL FACILITIES ONLY. 9'• FOR USEWITHINTE Z O WITHIN THE HVHZ HVHZ MINIMUM SEPARATION SCHEDULE MINIMUM SEPARATION ,,•O� 0 �� POSITIVE POSITIVE WIND HVHZ FROM GLASS 0 � FROM GIASS �•• WIND LOAD LOAD WITH NEGATIVE POSITIVE POSITIVE •'•• U DESIGN WIND LOAD INSTALLATIONS INSTALLATIONS PoSI7IVEAND INSTALLATIONS INSTALLATIONS Za 3.. IMTH CENTERMATES DESIGN SHUTTER DESIGN SHUTTER s90'ABOVE >90'ABOVF. ms••X @w WIND UNIMATE , O ALL PRESSURE SPAN s30'ABOVE >30'ABOVE OESIGN NEGATNEWIND PRESSURE SPAN Z LOAD(PSF) O OR m d Jz MOUNTING (PSF) GRADE GRADE WIND LOAD ALL (PSF) GPADE GRADE Q >QU LL w j n CONDITIONS" (IN.) (IN.) LOAD MOUNTING (84.) (IN.) ��J a W O' <d 23.8 158" ORO B"O 168" 1. 28.3 166' 5.7" 9.5' (PSF) CONDITIONS" 80" 9.1' 1.1' ` 'L•m W 26.0 164" 168" 156' 80' 3.0" 1.1' 50.0 158• DD 99" 3.1• 1.4' W ^'IL! 3 30.0 147" ibB" 158" 30 99' 3.0" 1.5' 55.0 155' 120- 3.1" 1.9' (<y F� J 120• 3.0" 1.B" 148' 158" 6.8" 3.5• K 36.0 142" 160" 158' 168' 5.7" 3.5' hL85.0.d„,.,Atu14 - 80° 3.1" 1.1" b W v 40.0 137' 145' 156" •� N pit 60" 3.0" 1.1" "7:0`X197 GffN *d y90 . A 9FN GENERAL NOTES: 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING VARIES - NO LIMIT Q >3 w a CODE,FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE,AND THE n ¢¢ r, ' INTERNATIONAL BUILDING CODE IBC))AND INTERNATIONAL RESIDENTIAL CODE(IRC.THIS SYSTEM L m M w a$ MEETS MISSILE LEVEL"D"AND INCLUDES ESSENTIAL FACILITIES AS DEFINED IN ASTM E1996-09. SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION, SECTION - $3 6 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE w M 3 s DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE TOP TRACK "�m 3 REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7 AND CHAPTER 1609 OF THE FLORIDA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE o CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN, a 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E3886/E1996/E330. 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 m SAFETY FACTOR. M S. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND , ZONES,IN ACCORDANCE WITH ASTM E1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL Z LJ PLAN m CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. ¢J 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND n.w VIEW r! LOAD DURATION FACTOR Cd=1,6 WAS USED FOR WOOD ANCHOR DESIGN. v7 F¢- m a 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR ix WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0,85 W O I�I►�H$ o SHALL BE USED. r-.. �o R 8. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC l cam. m SITE, =W z= LL g 9. THESE INSTALLATION INSTRUCTIONS ARE PART OFA PRODUCT APPROVAL EVALUATION AND SHALL to I a 9 ONLY.BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61G15-23 OF THE FLORIDA ADMINISTRATIVE CODE, 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE W CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR W 3::,3 VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM In a THE STRUCTURAL SUBSTRATES DETAILED HEREIN. v R 11. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS,THE BUILDING IS OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIGNED,DATED AND o SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT,WHICH DETAIL AND JUSTIFY THE BOTTOM TRACK LQ- R DEVIATION.AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL. 12. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM INFORMATION: n TOWN&COUNTRY INDUSTRIES LOCKING MECHANISM SEE a FORT LAUDERDALE FL MISSILE LEVEL D-ASTM E1886,E1996&E330 TYPICAL PLAN VIEWS TAS 201,202&203 FLORIDA BUILDING CODE APPROVED e 13. ALSLI XTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 TYPICAL ACCORDIONgj K.14. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A SHUTTER ELEVATION MINIMUM TENSILE STRENGTH OF 60 K.S.I.,U.O.N.POP RIVETS SHALL BE 1/w'0 OR 3/16"0 5052 ALUM.ALLOY. N.T.S. 15. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR ° BOX LOCK AT CENTER OR SIDE CLOSURE. E G 16. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. _ � 5 17, FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. 18. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". x s 20. SEALDANT SHALL BE USED ONCLUDEANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE COPYFEGKf FEM'KL BDQA900 P.E ABOVE-NOTED BUILDING CODE 22. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND OUTSIDE OF THE SHUTTER BEING 15-2338 REVERSED.FOR EXAMPLE:IT IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEAM WITH THE SCALE, _ - BACK OF THE SLAT FACING OUTWARD.FOR THIS CONDITION POSITIVE ALLOWABLE DESIGN PAGE DESCRIPTION• PRESSURES AS NOTED IN TABLE 1 ARE IN THE DIRECTION TOWARDS THE HOST STRUCTURE AND NEGATIVE ALLOWABLE DESIGN PRESSURES ARE AWAY FROM THE HOST STRUCTURE. 23. SHUTTER MAY BE INSTALLED WITH UP TO(2)ADDITIONAL BLADES OF SLACK 2.874" PROJECTION VARIES ��``` {75,• �q9,y 3,610' 1.994" Q 115" 074'HAIL 2.782" • .060" 1,907' 1.825" 9 125" 1.825" _ 1.825" 1.706' .99 1. 25" o tL .143" 1.708" .143" 100' 1.708' N cn 100 .7 8" _ 100" uo .100" 1.7 0" ,o ,068" f� 143 a g N �� 9fi" 100" w .143" I I m .099' 195" .195" .195" 143' A .19S" .143'jA ; 't . 62' .062' ry ,095" 62' Q•r�.. imn .200' 1.0691, .062' 62" .200" .062" 30" 62" I^ 630' 200' N ,6 .630 1 1 „a .200" n � n 1,510' 062" ,SBB' 630' 1.5 w=••X .971" .971" m .09 .095' 07 608 630 1.250" .971" )u 2 w 2:> g f,-X1,069' 2.022" 2,728' Q "Z i o 3 1.2 0" 1. 0" 1.250" 1.200" .095" .971" ,030' 2,748' m w E 3.61 3: 5.745"M X. 5.745"MAX. W w m 3 O WALL O BUILD OUT WALL O HEAVY 2-LEG WALL O LITE 2-LEG WALL O HEAVY HEADER/SILL O LITE HEADER/SILL o W 3 Y SCALE:HALF SIZ SCALE:HALF SIZE SCALE.HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE .SCALE:HALF SIZE �.�iLu WHERE SHOWN SCREW BOSSES & FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS 4 2.655' M 2.65.$511".08ni _IfiI21' .875' II �,2195' ri II -1230' 2. 2.6.55150' 2.365'•q'•.460'� .095l'i,. 2,3 6-5' 99 1.583- .6 0 .503".600 I Nnm y Go 0 ` ^ 4 �M.400. co m895' JOS, mN �060' Y5 lU TYP 1051. 1. 30" YP. .621' IT .075" .6 �wM .781' I E 5 L 1.995,2.300` „ 4.570 4.510' 4,510'I' . 0250 2195' � a o � � P a O7 SILL O8 SILL ADAPTER �p EXTENDED SILL ADAPTOR �� MID SILL 12 MID SILL ADAPTOR aaa!!! SCALE.HALF SIZE Og EXTENDED SILL SCALE:HALF SIZE SCALE,HALF SIZE SCALE:HALF SIZE LO 6 SCALE,HALF SIZE SCALE:HALF SIZE 1.994' 143' 143' N 4.603" 30.225• 1,708' .314" 0,. .06 .043., 325' .25o1, .297" .150R 3.963' a 3 1,570' 510' 069" o in in Q m 9a5 1.625" 3.410' N i. .341' M9 o c`y � ,� 1.721' ,133 0.000' ? 0,080' .117' II � ' 13 TYP. 6.8 SLAT/BLADE 17 6.8 STARTER 6e2' 630• 096• N 8 #.060' E SCALE:HALF SIZE SCALE,HALF SIZE c ,130' m '0 2' N 2,822' 0,115• I OgOQ IRS S k1p3 o] .621' 4.s10 �g RADIUS CEILING HEADER/SILL 0,096' I 18 WALL SILL ' ,310' o, SCALE.HALF SIZE •180' .080' SCALE.HALF SIZE d d2.8 e 4.102" N 227" 630' OBO'Ncn p.USO• f�PR GMFRAYRL BBw 00 PP .os4" 15-2338 SCALE: ,420' PAGE 09SCRIPTZON: CEILING IS HEADER/SILL 6.8 STACK/CONECTOR SLAT/BLADE SCALE,HALF SIZE O WALL m I SCALE.HALF SIZE SCALE,HALF SIZE �� .37ZLNm50 "oNDwNu 195 0-24 THUMB 11 STAINLESS ,^, o SCREW ASSEMBLY .3200 HOLE 2018' q1STEEL `0#"•28G 0NYLON 5WHEEL O a ` 9 ..'P'. TA �pp��tm f 1.100" ,240" N A 0W FIC '� 750.. XX 5' MAX. L TYP.AT EVERY OTHER ij 20 RECESS SILL FOR USE WITH INSIDE JOINT AT TOP. 870" iD �g ANGLE SCALE:HALF SIZE ® AND ®ONLY CYLINDER-SOUOBRASS,NICKEL PLATED 22 ROLLER ASSEMBLY HOUSING-ZINC OICAST,POWDER COATED Qw (73'Q SCALE,HALF SIZE 21 3 SLIDE ROD SCALE.HALF SIZE NOTE:HAY BE KEY OPERATED OUTSIDE OR THUMB «m'W""y SCALE:HALF SIZE TURN OPERATED INSIDE. W ry O E a ..� W t{,250• 23 BRASS PUSH LOCK ;w^3 NYLON WASHER SCALE:HALF SIZE N K$3 R ALUMINUM ,3$7• ,Q 'o w V OPTIONAL)SHING ,276' �SpO s� 4.000' "� a 500' 14 x 2-3/4"410 HT S.S. m o 00.062' c INSERTS SCREW W/ nI M m INTO TC ULTRACOTE COATING TRACK ITYP TOP R BOTTOM) R •-' I YLON BUSHING W/WASHER, ,154' .137' 7/16"0 x 1/2"@ INTERIOR JOINT TOP nI ,224' 7/16"0 x 1" INTERIOR JOINT BOTTOM °1 EITHER CAN BE USED ON EXTERIOR 28 BOX CENTER INSERT 2,750' 2A00' ?6 BUSHING ASSEMBLY DETAIL SCALE:HALF SIZE 2oma: SCALE:HALF SIZE 27 RAINGUARD 2g DECORATIVE FLOOR TRACK zm <Oi 4 SCALE,HALF SIZE SCALE:HALF SIZE v ,zu w 1.742'1.710' .236 1,978' 2.125' f .623' ' 1, 10' 2.642" 1.110' '267' 2.46$" 2.405" $Ry^ 1,060'' SN ,239 •1 o.7 5 8' Q om o'26, «` �' .. n m 2 6 ` Nm c m N 2.405" 443' .443 04' n ,090' y 2.289" 2.216" .10 m N n N .284 1.200- 1.1001, o .190" .250" N N nmc .2 m a! 3.443' .496' N N 3.476' .12 .125" A .125 3cv g $ .160' 1,001' ,062' .222'1'-t .062' .176' HIM- . 29 2003 6.8 CENTER MATE 3p UNIMATE LOCK 37 MALE BOX CENTER 4 32 FEMALE BOX CENTER 33 OUTSIDE CENTER MATE 34 INSIDE CENTER MATE ggg g° O SCALE:HALF SIZE SCALE.HALF SIZE SCALE,HALF SIZE SCALE,HALF SIZE SCALE,HALF SIZE SCALE:HALF SIZE 9 5 .062' 1 7/16"0 STAINLESS `1 0 52 i!� � STEEL NUT L°S NOTE..ATTACHMENT SCREWS FOR 5.500' x 13/16' WIDE ".400' END STRIPS SHALL BE X10 TORX HEAD STYLE VARIES ^ OR PHILLIPS DRIVE SCREWS, ado S ,A 30 38 THUMB SCREW v F 'yob N HAHo-n6TITENEo OILY. V tt � /' SCALE,FULL SIZE .250'.r-�' W - =9 s a M1�HINE SCREW STAINLESS {:�„ � Lg��a PE c7 I I $/16"0 INTERNAL STEEL a .. }{188' THREAD o b.x °' M TYP. O `� v 15-2338 - 4.500' 37 SC SCREW INSERT N �. 1,050' ,f---k.689' POWDER COATED.ZINC DIE-FAST c�i; PAGES: SCALE:FULL SIZE .N~. E �FbtJA MRpEhYj�aas SECTION A 36 T-LOCK ADAPTER 7000' 1 4 .254' 40 40b 40cPAGE DESCRIPTION: 35 BOXLOCK (OPTIONAL) HALF�SIZE ` "' END STRIP 1" SCALE.HALF SIZE 39 2X7 ANGLE 2" & 3' EXT SCALE:HALF SIZE < .E{•L25' SCALE, HALF SIZE d uJ%'P.E. FASTENER @ 1B"O.C. DIST. EXISTING GLASS G NN'ggyy (USE ANY ANCHOR SHOWN EXISTING GLASS EDGE t IN ANCHOR SCHEDULE). DIST. �tln I• f i�. S No. ~ S EMBED SILL (INTERIORSIN ALT.DIR CTION II I ,j bP 4 '( EMBED. 17p,� OF ANGL LEG 9O• IF _ 4s ttrio (INTERIOR) 0.062"THICK 6063-T6 UM.ANGLE 1"x 7"MIN. �4 EDGE O 2"15'. 5"MAX.(ANGLE LEG 3 29 296 �71,LPLL DIST. BE REVERSED) )IBB I9 9 ASTENER @ 1B"O.C.[USE ANY 13 15 13 U <W o z LL a pp ANCHOR SHOWN IN ANCHOR 2 9 3 9 29 13 13 13 SCHEDULE,1"MIN.EDGE DISTANCE). 13 TO & 1/4-20 THUMBSCREW EXTERIOR W ''LU 29 #72 x 1/2"GALVANIZED BOTTOM ( W 6.80"(TYP.) OR S.S.SMS,3/16"0 ALUM. INTO CENTERMATES 1/3 } 1/4-20x1 THUMBSCREW INTO POP RIVET,OR 1/4-20 TO 2/3 SHUTTER SPAN ECEIVING HOLE ut K m (EXTERIOR) SHALL BE 3/0" o W THREADED HOLE.LOCATED @ MACHINE BOLT 8.NUT MAX WIDTH UP e o 1/3 SPAN TO 2/3 SPAN FROM @ 1B"O.C. TO 1"HEIGHY. TYPICAL PLAN VIEW BOTTOM OF SHUTTER FOR BLADES MULTIPLE SHUTTER ASSEMBLY SCALE:3"=T-0" S 8'-3".USE TWO THUMBSCREWS SCALE:3" ON BLADES>8'-3",ONE @ 1/3 SPAN LOCKING DETAILS FOR AND ONE AT 2/3 SPAN FROM BOTTOM CENTER MATES USE(1)BRASS PUSH LOCK OF BLADE,TYPICAL.FOR LOCKING���'''111 SHOWN ON RANDOM ti OR(1)5/16-18 THUF1011 SHUTTERS,A BRASS PUSH LOCK�4� DETAILS � SCREW I 0 THREA ED MAY BE SUBSTITUTED.WHEN USED WITH rn E INSERT(371 AT 1/3 SPAN CENTERMATE#29 AS SHOWN,RECEIVING SEE ENO STRIPSCHE00LE w � TO 2/3 AN FROMHOLE FOR THUMB SCREW MAY BE 7/16" FORM AX.SPAN WHEN C BOTTOM OF SHUTTER.--\ 30 USING 40a,40b OR 40c R�FCEIVING HOLE!HAL+BE 13S m m 3 B"MAX WIDT ,UP 1"HEIGHT. 30 5�I. 12 'B, g 1 END STRIP SCHEDULE R-Im o,�I 3 PSF S E_. m 72 USE APPROPRIATE m< J 72 109" STARTER STRIP TO F Qo qp ® 82 94" BUILDING CONDITIONS. �'l/TT�\��)c ce O 8 13 - - - 132 75, 3 TBfO®(3'7.) 62 E5'FASTEN STARTER a a g I (INSIDE) 2 832/01OXI"SCREWS/ 3"13)0(4.71 62 89" AT CORNER ® 76' (HAND-TIGHTEN ONLY). p�� 72 ALTERNATE END STRIP DETAIL LLj�`�/YI 1.613' 45 93" SCALE:3"=1'-0" ANY TRACK F 13 + 1 x0.093" 2 W/SCREW BOSSES. ANGLE 5 &Y L � �R I 80 9r tr OS p 78, SILL liJ 70 75" 73 7y 5 U) I O 1 2w 45 139" ¢ In x0.126' EXISTING GLASS ,S' b 86gg Z 13 ANGLE 60 120' Q 9p8ij 30 64 11„ •""' U i5((11 BRASS PUSH LOCK '" P I USE H)BRASS PUSH - OR(],(,5/7fi-19 THUMB (INSIDE) . LOCK OR�1�5/16-18 13 73 „ x SCR IMO THREADED THUMB MEW INTO����,,, 30 27c4" 45 145" �� )N9SEE T y % AT 1/3 SPAN SILL o si SI T�READED IINSERyT 3" x0,125° 5 �� TO 2/3 AN FROM g id Sp AN FROM SOTTTOMTOF (OUTSIDE) ANGLE 80 1213" BOTTOM OF SHUTTER s F SHUTTER.RECEIVING HOLE SHALL BE 3/B" 70 .1111" {{{{ HEIGMTIDTH,UP TO 1" 3 3 4" SS TOR GREATER SPANS OR LOADS tl s TYPICAL OUTSIDE CORNER CLOSURE ——— ——— — THAN SHOWN IN END STRIP $ 30 a a SCHEDULE,END STRIPS P-UIRE A CC� 1"XL".040'CLIP ANGIE NIOSPAN 13 30 COWRBIRRUVlLBD0IAA00 PE DETAILS WO/CORNER POST USING ANY ANCHOR ON THE 19 g NTS 73 \ ANCHOR SCHEDULEIP/4x3/4'TEK 1$ 15-2338 SILL SCREW OR 114.20 BOLTTO END 31 z (OUTSIDE) 1P' SCALE:USE(71 BOX LOCK AT 1/3 SPAN TO 2/3 SPAN FROM PAOE DESCRIPTION: BOTTOM OF SHUTTER TYPICAL INSIDE CORNER CLOSURE OEM, DETAILS WO/CORNER POST g.M1 �e MULTIPLE SHUTTER ASSEMBLY NTS Wtl 01 �o SCALE:3"=1'-0" IIIIIli11 2 FASTENERS ALUM. TUBE _ �4�``, 6063-TB ALLOY Q EACH ANGLE SEE TABLE A FOR SIZE. \ C2 CONNECTION TYPE REFERENCE ANCHOR XISTING Q AF SCHEDULE FOR MAX. STRUCTURE1"x2"x1/8" SPACING OR 2"x 2"x 1/8" C1 CONNECTION TYPE 1/4-20 MACHINE SOLSALUM.ANGLE REFERENCE ANCHOR W/NUT @112"O.C.ORS r� THREE 3/16"0 13 SCHEDULE FOR MAX 3114 SMS @ 6"O.C. I.:.OT QF I SPACIN 1/ - (TYP.TOP&BOTTO 1-0 .' ALUM. ° POP RIVETS ° 17 111 I ALTERNATE THRU BOLT T 3/16"0 ALUM.POP C1 CONNECTION TYPETyp I" (�.� N/ THREE 012 SMS, 17 RIVET OR 012 SMS REFERENCE ANCHOR J�(`',^,(��J SCHEDULE FOR MAX. w o W yyOR TABLEA(cm) @ 19' O.C.(TYP.) I SPACING FOR oa 'o Z u w a; PRESSURE VS ALLOWABLE LENGTH 5 w MAY USE MALE OR 11 I w u m L g z o 292'x11//8 3N0 X118° 4 13 F ¢ 7 w PSP No B/o° 0 FEMALE LOCK-SLAT) I g FOR RµIZ z 0 L rq O 4q 62 130' 1B8° 13 L _ GLASS FOR NN. x a w W 72 L24• 179' CC3 TYPICAL CORNER CLOSURE DETAILS y \\ OR DOOR TO GLASS a VIM o w e2 119' 171' NTS \ _ \ = w F- w.. TABLE C: '1C \ H O 92 114' 160' AL"C"Y PA. �RNA2�\\ _ "6R7 a 102 110' 160' SCHEDULE FOR 'C (�3��,,' a TABLE B(CC4) ALTERNATE THRU BOLT eutLDouT NOUN? w F'� I& H 12O 104• 147• CS CONNECTION TYPE (DETNLF) w N .. iso 9p 131• PRESSURE VS ALLOWABLE LENGTH REFERENCE ANCHOR MAX MAX 89• 114' 2°#'x1/B' 3909A/8` SCHEDULE FOR MAX. sRurrER DESIGN PSF WTIHB/0 WITH liJO 1/4"MAX.FROM PIN SPAN PRESSURE R CONNECTION TYPE 1" 113' 166" 1251N. 4/•30.1 PSF REFERENCE ANCHOR GUIDE R BUSHING m Y LL 62 SCHEDULE FOR MAX. r- -'l WASHER(TYP.) wt� �I 72 107' 15P 1211N. 4/•31.1 PSF SPACING I lg Bg 1181N. 1/-31.9 PSF ������iiii L' 82 Tot' 14P e j I 14x314":SMS @ 9"D.C. I I" pp m 92 95' 139' 1151N. +/•32.7 PSF ANGLE TO TUBE CONNECTION Na�G m 3151N. +/•33.6 PSF e O rl 102 90• 13Y I, EXISTING 1 179 c 1101N. +/.34.ZPSF CONCRETE, EMBED. 6053�TG ALUM.TUBE �_� 120 83' 12Y 3071N. +/-35.2 PSF BLOCK OR I50 74' MI 1051N. +/-35.9 PSF 5 CONNECTION TYPE u ' �'21031N. +/•365 PSF WOOD FRAMING ANCHOR E f � SCHEDULE F 00 OR MAX. 101 IN. +/-373 PSF fS / ' IN,FO CONCRETE SPACING c u1 0 ' BLOCK AN 3/4"MIN. 991N. +/•38.0 FSF 3 0 R WOOD 951N. 4/•39.6 PSF c S 921N. -140.9PSF Cb ALTERNATE BUILD OUT MOUNT SECTION ANY STENER @ 1B"O.C. SCALE,3"0 1'-0" (USE ANY NCHOR OWN 89 jNa /-423 PS 4 ANCHORS CH DULE). 86 IN. +/-438 PSF 831N. +/-45.4PSF D 81 IN. +/-063 PSF 781N. +/-48.3 PSF ACCORDION SHUTTER PER PRODUCI'APPROVAL 761N. +/•491 PSF fQ 741N. 1/-50.9 PSF F' 3/16 RIVET OR R12 "x 721N. +/-52.3 PSF fi063-Tfi A APPLICABLE AT TOP SMS(�18"O.C. OR 701N. +/-53.8 PSF ?E .TUBE TYP. AND/OR BOTTOM X x a 33 1/4-20 NUT&BOLT 17 681N. +/•53.4 PSF (TYP.). 3/16"0 ALUM.POP 661N. *57.0 PV Lw 96� ALUM.TUBE RIVET OR 012 SMS ¢ 2"OR 3• Q m m m �eg�ig�g 8083-T6 ALLOY @ 18"O.C.(TYP.1 �� SEE TABLE B "x 1/8" F mn (33 2 FASTENERSINUOUS xo 1/2"MIN. 9g a FOR SIZE' EACH ANGLENUM ANGLE �� 4 13 3 N w 0 T'x 3'x%"x 2.175• ° 1"x 2"x.093" NAL ANGLE INSIDE SEE A 22 N Z6-1� CONTINUOUS OR 2"x 6063-T6 ALUM. THREE 3/16"0 ALUM. ATION TYP. 17 GLASS X o m 2"x Y4"x CONTINUOUSANGLE,TYP POP RIVETS OROR DDDR Cc 4 6061-T6 ALUMINUM ,A 17 THREE 012 SMS,TYP. TO O1A65 = D.�' x 2"x 1/8" ANGLE Z. u 0.9"MIN.THICK 6061-T6 f OR 2"x 2"x 1/8'• D TO ALUM TRACK FASTENED g 13 ANGLE EXISTING KSI3x 3 ALUM.ANGLE TO ANGLE WITH 1/4-20 USE MALE OR FEMALE MACHINE SCREWS AT 3" LOCK-SLAT) C4 CONNECTION TYPE CONCRETE HOST FROM ENDS AND 9"O.C. E MwIL BD041P00 PE 13 REFERENCE ANCHOR STRUCTURE WtTH FOR THE BALANCE -2338 13 w SCHEDULE FOR MAX. 1/4"O ELCO ULTRACONS 2-1/2'MIN. SPACING AT 3"FROM ENDS AND EXISTING CONCRETE 012 xnGALVANIZED (OUTSIDE) 4"O.C.FOR BALANCE HOST STRUCTURE(3000 CRIPTIDNI OR S.S. WITH IFF MIN PSI MIN) TYPICAL CORNER CLOSURE DETAILS POP RIVE ,OR1/ SIDE CLOSURE OPTIONS EMBEDMENT AND 2I'2" SEE TABLE C FOR MAX SPAN AND PRESSURES NTS MACHINE BOLT&NUT SCALE.3"a V-0" EXISTING CONCRETE, MIN EDGE DISTANCE, @ 1B"O,C, BLOCK OR WOOD FRAMING STAGGERED WITH 3' MIN.SPACING,TYP. BUILDOUT MOUNT EE INSIDE SILL MOUNT SECTION O SCALE i NTS p SCALE.3 1'-0" R RE AHO zo j^ FOR� SCHEDULE FOR MAX, STRUCTURE FWTIALo w D: ESSEHDAL SPACING 5"MAX. 1/4-20 MACHINE B T I i, GLASS w0: Y GLASS TABS 41 Cl CONNECTION TYPE , OR DOOREEUMESw o -i m REFERENCE ANCHOR W/NUT @ 12"O.C. ' SEE TABLE 4 E.u N m OR DOOR &FOR HNR F w 7 K SCHEDULE FOR MAX. 19 N14 SMS @ 6"O.C. SEE TAFORBLE 2 j a z FORSEE ABLE UK 2 19 a W o SPACING 2' (TYP.TOP&BOTT QF FOR NN, 13 vt w a o SEPARA110H x F u W $ fO SEPARATION X 1A N TO MASS 17_1n ui 3 1/4"-20 THRU BOLT W/ w 10 CLASS 4 3¢ N12 x 1/2"SMS @ 12"O.C. x:z z m w F '�?y .e, •\� ` LOCK NUT @ 12"O.C.OR E I-.w m OR 3/16"0 ALUM.POP a w a a l7 N ©OR[610J /y #12 x 1/2"SMS 12"O.C.E.S. L7~a RIVETS @ 6"O.C. OR 1/4"B E J D'~ w o (� Z OR 3/16"0 ALUM.POP w,~ ALUM.POP RIVETS @ 12"O.C. aN OR RIVETS(B)6"O.C. E.S. �x w z E%a OR 1/4"0 ALUM.POP RIVETS / w 11 AND�2 C E-w T W=--X d @ 12"O.C.E.S. 1/4"MAX.FROM PIN FOR&M w N" m �l > �w MAX.FROM PIN ASSEMBLY EN 13 f 7 a 6 LL 0 I 1/ 1/2„TYP, GUIDE T G f x o z" O9 AND OO GUIDE TO BUSHING WASHER[TYP.} > y1 w c u m w:y ASSEMBLY WASHER(TYP.) ,PN SEE T x z u� Z N o 2 GLASS &FOR HVNZ 1A w w 3: / 1/2" 1/2"TYP. EXISTING CONCRETE, z 4 CONNECTION TYPE OR DOOR SEE TABLE 2 g Ln W w 3"m g d BLOCK OR W000 FRAMING �" EDGE REFERENCE ANCHOR FOR HIM. Q ¢Q¢ N 3 U y� z / 3 CONNECTION TYPE DIS SCHEDULE FOR MAX. MARA� S N 1"' w. i w SPACING AS SHOWNTO REFERENCE ANCHOR / lu EDGE SCHEDULE FOR MAX. 4 CONNECTION TYPE IN DIAGRAM ON PG.10) a ''O a / DIS REFERENCE ANCHOR SPACING AS SHOWN SCHEDULE FOR MAX. w F / 3 CONNECTION TYPE IN DIAGRAM ON PG.10) SPACING.ALT.FASTENER p y 6 R REFERENCE ANCHOR EXISTING CONCRETE, LOCATION.FRONT AND w 0 0 i SCHEDULE FOR MAX. BLOCK OR WOOD FRAMINGBACK ANCHORS NOT REQ'O 1/4"MAX.FROM PIN / SPACING.ALT.FASTENER WITH THIS LOCATION2" GUIDE TO BUSHING / LOCATION,FRONT AND Cl CONNECTION TYPE F / BACK ANCHORS NOT REQ'D REFERENCE ANCHOR WASHER(TYP.) 1/4"MAX.FROM Og INSIDE MOUNT SECTION SCHEDULE FOR MAX. 19 'n k PIN GUIDE TO WITH THIS LOCATION SCALE 1 3"=1'-0" SPACING O w'.A I BUSHING WASHER 5 CONNECTION TYPE INSIDE MOUNT SECTION REFERENCE ANCHOR �,� '(TYP.) SCALE 1 3 T-0" SCHEDULE FOR MAX. y / A NOTE:FOR DETAILS A,B,D.AND E ON THIS SHEET EXISTING CONCRETE, SPACING 5.2- 0 THE BASE TRACK MAY BE INSTALLED IN SECTIONY BLOCK OR WOOD FRAMING EMBED. pv w // WITH 1/4"GAPS PROVIDED THAT EACH SECTION HAS CD BUILD OUT MOUNT SECTION °�` A MINIMUM OF T4/0 SETS OF ANCHORS AND IS A 7YP,BOTTO MINIMUM OF 12"LONG.THE SILL OR CEILING TRACK EXISTING CONCRETE, SCALE,3"=V-0" u USED WITH THE BASE TRACK MUST BE CONTINUOUS BLOCK OR WOOD FRAMING ^^�� SSS OVER THE GAPS BETWEEN SECTIONS. EXI TING °? EXISTING CONCRETE, ,f".`+'-_STIR LING o BLOCK OR WOOD FRAMING EDGE IST 4 CONNECTION TYPE 'A BLOCK ON TYPE W EXTRUSION 2 EMBED. 1 CONNECTION TYPE REFERENCE ANCHOR EMB U: CONNE ON TYPE W%EXTRUSION 1 REFERENCE ANCHORSCHEDULE FOR MAX. 'REFERE NC ANCHOR 5S S SCHEDULE FOR MAX. m SPACING SCHEDULE OR MAX. SPACING AS SHOWN w - SPACING IN DIAGRAM ON PG.10) 1416 1/2„ 1 RO L 5 LL 1/2" 3 4 F GLASS w I-m w o 0: g w OR DOOR &FOR HVHZ F MCN 0: F-ai - x ¢ t7 y 1/2' w #12 x 1/2"SMS @ tt" SEE TABLE 13 tn. m w -1 N^ ^"^- " a w o f w O.C.OR 3/16"0 ALUM. FOR TNI. N Z u w N-N00, a w w 7 m POP RIVETS fi"O.C. TARA1�i o m 00 13 D w o @ X ozm GLASS OR &FOi H5H2 I=z m w o OR 1/4"H ALUM.POP a o a Fa- DOOR 10 tq_1n u a 13 xx Zu' RIVETS@12"D.C. E ua FOR I. GLASS w Xzozm OR DOOR M SEE TABLE 2 w Z 2'A0 m u TO MA55 a u o a o si 2 1/4-20 S.S.MACHINE a w p a Fa- O7 AND OB 1/4"MAX.FRclul OM PIN L Q m e @ US SCREW tL NUT @ GlASS L u m ASSEMBLY 1/ 7YP. WASHER(TYP.) y a1B�D 12"O.C. w a } \ YN w o 1/4"MAX.FROM PIN 4 1/4"MAX.FROM PIN m w o a X GUIDE TO BUSHING w 4 CONNECTION TYPE _ 1/2 GUIDE R BUSHING _` - 1� 2 WASHER(TYP.) 1 R 11" i.1 WASHER ITYP.) REFERENCE ANCHOR ` y 5 6 E EDGE /( 5 r .S � a EXISTING CONCRETE, DIST. SCHEDULE FOR MAX. I C2,,CONNECTI TYPE W EXTRUSION 2 BLOCK OR WOOD EXISTING CONCRE SPACING AS SHOWN - -_- �CONNECTI TYPE W%E%TRUSION1 mLr�Et''w�oPE nFRAMING BLOCK OR WOOD FRAMING 4 CONNECTION TYPE IN DIAGRAM ON PG.10) `'REFERENCE CHOR 15-2338 ® OR REFERENCE ANCHOR SCHEDULE F R MAX. _ B8 3"x 3"x 1/4"CONT. CONNECTION TYPE *12 x 1/2"SMS @ 12^ SCHEDULE FOR MAX. SPACING SCALE: 6063-T6 ALUM. IN REFERENCE ANCHOR D.C.OR 3/16"0 ALUM. SPACING.ALT.FASTENER EXISTIN ONCRETE, PAGE DESCRIPTION: IMAY BE REVERSED SCHEDULE FOR MAX. POP RIVETS @ 6"O.C. LOCATION.FRONT AND .-BLOC WOOD FRAMING AS SHOWN DASHED) SPACING OR 1/4"0 ALUM.P BACK ANCHORS NOT REQ'D WITH THIS LOCATIONWALL _ RIVETS @ 12"D.C. O O O � 3 1 D MOUNT SECTION E CEILING / INSIDE MOUNT SECTION WALL�UI", T SCALE SCALES"-1'-0" E. FOR ASTM ESSENTIAL Lsglyp,QeO FACILITIES SEE TABLE 4EXISTING '•7 FOR HVFI2 SFE TABLE2 u; 1/4-20 GLASS MN.SEPARA110N TO Z u a STRUCTURE ALL LEG DIRECTION MACHINE OR GLASS1300 n (21 6063-T6 ALUMINUM BOLT W/NUT 9_ _ ANGLES PER BEAM END, @ 12"D.0 OR F = DOOR 0= " I SIZE PER SPAN TUBE U w p 1/4"0 ALL I SCHEDULE N74 x 3/4" POINTS SOLID SMS 6"O.C. SPAN TUBE SCHEDULE OF ' C =W Q 4 SET ANCHORS SPAN TUBE NUMBEROF '""' ;' InwIL WITH 7/8"MIN. ALLOWABLE TUBE NUMBEROF MINIMUM AN m N Z EMBEDMENT IN PER DESIGN SPAN THRU-BOLTS ANCHORS PER LENGTH I X A7 CONCRETE OR ACCESS HOLE SCHEDULE TUBE SHUTTER ANGLE Q 2 M SIZE SPAN 4 �VS E F w m BLOCK,3"MIN in TOP BOTTOM TOP BOTTOM TOP BOTTOM TOP BOTTOM = f- w SPACING AND4� = Z~ 3"MIN EDGE TUBE TUBE TUBE TUBE TUBE TUBE TUBE TUBE •� it_a - w= X DISTANCE. - Y z d 80• 123.8• 1352' 2 2 2 3 4" 7' ` Q U 3�' 6 `-_- N E a s 5 fi C m 9Brxy�l " 101,7' 108.8' 2 2 3 3 7` 7' f 11 Q �1m '~ 14 16 ¢w 0.125• 123' 89.81 84.4" 2 2 3 3 7' 7' I�JJ m$W S I `m EDS.DIST. u m 60- 129.1" 157.0' 2 2 2 3 4• A Z ry -� _ 1/2'• OR ASTM ENES EAMM 13 u z �5 9B• 114.8' 124.1' 2 2 3 3 7' T W "'=W 3° y 1 SEE TABLE 4&FOR HVNZ SEE Q z 123" 102.8' 108.6' 2 2 4 4 10' 10• ?r 1/4"MAX.FROM PIN GUIDE u 3 U g TO BUSHING WASHER ITYP.) GLASS TABLE 2 FOR-To MOL SEPARATION W a J e0' 1se.0' 198,8' 2 2 3 3 7• 7^ .Si DR DOOR TO M w m 2n 9B" 122.7^ 155.7• 2 2 3 4 7^ 10• ,D w-- TWD 1/4"0 WOOD 1/4"0 THRU BOLTS r w F 0'125' 123' 115.4" 137.5• 2 3 4 5 tB^ 1s^ •'D a p LAG SCREWS @ 24" X9 O.C.MAX.WITH 2" SEE BEAM m 1- 60" 158.1• a2o.V 2 2 3 4 7• to" 3"MIN. SCHEDULE FOR Z 2'St10"x Be' 140.8• 229,8• 2 3 4 6 10' 18' THREADED PENETRATION w� 0.1875" "T"INTO CENTER OF STUDS ED.GIST. EQUIREO N MBER u x 123' 1322' 209.1' 3 4 5 5 6 In EMB."T• 14 SMS @ BETWEEN 1 16 1/4•'MAX.FROM PIN GUIDE SPAN TUBE!SCHEDULE NOTESL TRACK T STUDS FOR TRACK TO 1"x 4" Ta SHING WA ER TYP, . x x x 'ANGLES FOR 2'x5'&2"x6'BEAMS. 1/4"m ALL 2USE 2'xS"xi/4'ANGLES FOR 2"x8•&2"x10"BEAMS. PLYWOOD>V TUBE CONNECTION in 3. USE BEAM SCHEDULE FOR DETAIL]. a Y STUCCO FINISH POINTS SOLID r 1"x 4"x ALU SET ANCHORS SPAN TUBE PER DESIGN 4. TOP&BOTTOM BEAMS MAY BE USED TOGETHER OR W 01 B A =� 6063-T6 ALUM.TUBE WITH 7/8"MIN. SCHEDULE COMBINATION WITH OTHER CONNECTION DETAILS.WHERE USED y-g EMBEDMENT IN TOGETHER,BEAM MUST BE LIMITED TO TOP BEAM SPANS. f a o m THIS DETAIL TO BE USED WHEN STUD SPACING CONCRETE OR 1/4-20 MACHINE BOLT S. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH In `�¢m EXCEEDS THE MAX.ALLOW ABLE ANCHOR SPACING, BLOCK,3"MIN W/NUT @ 12"0.0 SHUTTERS SPANNING ABOVE AND BELOW THE BEAM.MID-SPAN =mg-o, SPACING AND 3" I"' 121 6063-T6 ALUMINUM TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS, O= c m g MIN EDGE I? ANGLES PER BEAM END, OR*14 x 3/4"SMS @ ANCHORS,ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN = Ot� 3 O WALL MOUNT SECTION THIS DETAIL MAY DISTANCE. 512E PER SPAN TUBE 6"O.C. AS THE SUM OF THE SPANS ABOVE AND BELOW THE BEAM. `z SCALE=3 1'-0'• ALSO BE USED SCHEDULE �wy AT TOP EXISTING ACCESS HOLE 6. IAP BEAMS ARE NOT ALLOWED, g 3 STRUCTURE ALT.LEG DIRECTION 7, ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. EMBED. �- s3 MAX.DESIGN LOAD=x 72 PSF E 3 S m O BEAM SPAN SECTION —GLASS w SCALE.3"=1'-0" TMi p FOR AS�,ESSENTIAL OR DOOR I~- oi [ eco FACfUTES SE TABLE 4& 13 7 FOR HVHZ SEE TABLE 2 Vxj It EXISTING WOOD p FOR UN. GIA5GLASS SEPARATION m Z TRUSS OR RAFTER 1/2" 3" 1/2" R a @ 24"MAX.O.C. -1/2'-1/2' li I m \ w SLaEXISTING FINISH TV MATERIAL / � ¢ 1/4"MAX.FROM PIN GUIDE .I o ( 13 yI 1 16 TO BUSHING WASHER(TYP.) 1"x 4"x 1/8"6063-T6 II wm - ALUM.TUBE W/THREE I I6 1/4"TILE(TYP.) I S $ FINISH MATERIAL SCREWS WOOD LAG \ w AT SCREWS WITH 2-3/4" 3/4"PLYWOOD MINIMUM THREADED / l BEN 9 1/4"0 A325 GRADE THRU BOLT @ 7"O.C. PENETR."T"IN WOOD @' @@ OR 5/16"0 A325 GRADE THRU BOLT @ 12"O.C. EACH RAFTER OF TRUSSr 24"D.C.MAX.WHERE 5 6 GALV.OR S.S. TUBE EXTENDS BEYOND 15 e a1/4"0 ELCO ULTRACON TO CONCRETE/CMU LAST TRUSS MORE,THA \ "IN a 5"O.C.W/1-1/4"MIN.EMB. 6", EXTEND TUBE TO wW 2"x S"x 1/8"6063-T6 5OR 1/4"0 LAG SCREW @ 9"O.C.W/1-7/8" NEXT TRUSS. w w u m ALUM.ANGLE W/THREE 1/4'0 WOOD LAG 4 y� k y .� 6 MIN.EMB. IN WOOD SG=0.42.TO 0.55. w x o i 1-' y w O SCREWS WITH 2-3/4" C0PVWWFftAWLBB3A9DOP:E 1/4-20 S.S.MACHINE SCREW Fdt 13 == x•' MINIMUM THREADED 12"D.C.IN BETWEEN TR SE m t-Z u w 15-2338 EXISTING CONCRETE, WITH 1/2"0 ACCESS HOLE o m PENETR."T"IN WOOD @ WOOD FRAMING.SEE 2"x 5"x 1/B"CONT. BACKSIDE OF TUBE OR Ii14 SMS X w Z m EACH RAFTER OF TRUSS, seALe: ANCHOR SCHED.BASED ALUM.ANGLE(6063-76) @ 6"O.C.MAX.IN BETWEEN ¢ O L 1_ 24"O.C. MAX.WHERE PAGE OESCRTPTIONI ON TYPE OF STRUCTURE Y W ANGLE EXTENDS BEYOND - • LAST TRUSS MORE THAN xt (MAX.DESIGN LOAD s 72 P.S.F.) 6", EXTEND ANGLE TO 9� OHPASS THRU DETAIL (MAX,DESIGN LOAD s 72 P.S,F.) SCALE:3".1'-0" NEXT TRUSS. O TRUSS MOUNT SECTION CO� SCALE 13 V-0" Yo, DOORS OR ���j('�;�• OO 2 • 4./i ' .n L FOR A91M ESSENTIAL ! _ FACIUDES SEE TABLE , GLASS OR Z _ GLASS OR FOR R4H I I FOR DOOR O o_ DOOR ST.PAM110N TO 1iA55 f FM LY m ___ ___ ___ ____ • OF w} I 1 �' 'D wuw� w� w7F FOR Fuam FOR wFw wN 'm I I 'aZ2 FOR MIN. � w7m SZwK �1 SEPARAM TO uxj w 11 O SEPARA110H TO 3 w, 0 R u CLASS X M tA•- CLASS x Z 13 Z O(A W_'' i r w m 1-- o W J 0 a RADIUS HEADER MOUNTED a cD€a 13 D Q 13 w¢x C1 CONNECTION TYPE u 0. PARTIAL ELEVATION � D Z t- J u H REFERENCE ANCHOR Q m t m w`o 20 J vxi 28 <Z SCHEDULE FR MAX: SPACING `�S ..250"O SCALE 3'=f'-0' W 'N"w 3 .z50 - 7. 250" In 0)w 3 x / 1/4"m TAPCON(p,24" �1. Cd CONNECTION � � w.. D.C.WITH 1-1/4' MIN. REFERENCE ANCHOR B 10 0'K EMBED. _ SCHEDULE FOR MAX. w - < SPACING EXISTING CONCRETE OR EXISTING m \ BLOCK ONLY.WOOD / STRUCTURE \FRAMING&WOOD ANCHORS o G JOT ACCEPTABLE _ E> HOST STRUCTURE EXISTING FINISH m OO WALL MOUNT SILL DETAllS1 1/4"MAX.FROM PIN P^i \ ATERIAL w GUIDE TO BUSHING Y u SCALE,3"=1'-D" w DIST. \\ y"�--m.ORA-IVE FLOOR TRA DETAIL DR© UT IN 4"(INTERVALS :5.'r�..ti t•L�;•.• WASHER ITYP�1 wig ORECESS SILL DETAIL TDETAIO PORI UIp7JEL�P1JFOR ADDITIONAL SCALE:3"=T-0" \ INFO). TYP.T 6 BOTTOM. < mFASTENER 4"CUT ®�� \ SEE ANCHORS HC DULE BASED YdFi',$ 1/4"MAX.FROM VERIFCONNECTION ANCHOROSPAC N6m�n"�'r' S w v IF C' GUIDE TO IS ACCEPTABLE 13 BUSHING WASHER I _ }� E (TYP.) I ' Zw 81 Sno h�Tc C �❑ \ E 3� e N r w vvvv c Q C, 3 \\ a ar wry v 2 M 1/4"MAX.FROM PIN GUIDE O TYP.BOTTOM 1/2" TO SUSHI G ASHER TYP. EXISTING T.; 1/NUT(oIAZ INNED.CBOLT STRUCTURE P1 CUT AT INTERVALS T EXISTING FINISH ORM CURVE(SEE DETAIL ®l MATERIAL 1 CONNECTION TYPEREFERENCE ANCHOR _ g6 SCHEDULE FOR MAX. SPACING(FASTENER A " 1"x1"x1/8"&1"x2"x1/8' 0 EACH 4"PIECE 6063-76 ALUM.ANGLSCUT TO 1"x1"x1/B•'&rx2"x1/8" CURVED TRACK SECTION DETAIL C �} MATCH AND PROVIDE UPpO T 6063-T6 ALUM.ANGLE CUT TO P $8$ II OF CUT SHUTTER EXTRUSIONS II MPTCFTI AND PROVIDE SUPPORT SCALE r 3"a 1'-.0" IIIIII FRONT AND BACK.WHERE IIIA' 0 CU S UTTER EXTRUSIONS �xI yyp FRONT OF EXTRUSION IS FRONT AND BACK.WHERE /-- P2 29 CONTINUOUS REINFORCEMENT FRONT OF EXTRUSION IS !! IS NOT REQUIRED. CONTINUOUS REINFORCEMENT PI S IS NOT REQUIRED. �� pg �© y \ �• R �� 00 / I S MB CONDITION MIN OF TWO PER B ' A PIECE CONDITION MIN OFI TWO PER D>PTrt16HfFAAN¢L�BGx�P6 PIECE 15-2338 SPgPCINGEWITHSgT MI NEIMUM OF SPACINGEWITHSA MINIMUM OF SCALE' PIECEFASTENERS PER CUT PIECEFASTENERS PER CUT PAGE DESCRIPTION, i TYP. SECTION FOR SHUTTERS TYP. ALTERNATE SECTION FOR SHUTTERS P a l SCALE:3'- V-0' P2 SCAUE.3'- 1'-0* --- g CJ ANCHOR SCHEDULE: CONCRETE 2 x 5 TYP. 2 x 5 OUTSIDE ++r TOP FLANGE ANCHOR SEE SPACING �: •• �,� 2,5"MIN EDGE DISTANCE (( Q SECTION X) i 5 a s U To 6'-" Spans U To 0'-8" Spans UD To 17 0 0 LOAD CONN TYP+', CO CONN TIP (t _ _ ANCHOR (PSf) al /'2 C P ICS. 6 Cl c C 1 1LCN� -cs' C6 C [2 C3 Gi 5\LC6'�, 1/4'ITW TAPCON OR ELCO 48 16'V"16:0" 0 lfi 16:0':f 0"16,0 36 0;1..t!0 0 16:0" 3.0"15.5 16:0" .5" 6 0 9 5 -(9:011, O O O }. ULTRACON WITH 1-3/4" 62 16.0 2.5 12."16:01' 4.5"16.0 6.0' .0" -• 10.0"11.0" S.o" 4.0" f x S TYP3 OR 4 HEADER/SILL EMBED(3192p5i MIN CONC) 72 16.0"16.0"10.0" 9.5 32.5"15.5"1 6.5" 6.0" 9.5" 9.D" 9.0" 8.0" 4.0" 5.0" 6.0" 1 x S INSIDE ,.� ••' BOT.FLAN Jr ANCHOR ISEE SPACING 110 14.5"14.5" 6,0" 5.5" 8.5" 8.5" 9.0" 7.5" 4,0" 4.5" 6.0" 7.5' 6.0" 5.0" SECTION X) 'y 200 7.5" 6.0" 5.0•• 7.5" 6.0" 5.0" 7.5" 6.0" 5.0" SIDE CLOSEST TO OPENING �i •'� 1/4'MILLENfUM MILLFAST 48 16.0"36.0"16.0"16.0"16,0"16.0"16.0"16.0"11.0"3D.5"16.0"14.0"14.5"14.5" fi.5" 6.0" 9.0" 9.5" h//I1111 u�,m�Up WITH 1-3/4"EMBED(3275ps1 62 16.0"16.0"13.0"32.0"16.0•'15.5'16.0"16.0•• 8.0" 7.0" 12.0"11.0"10.0" 9.0" 5.0" 4.D" 5.5" 7.5" -- MIN CONC 72 16.0'•16.0"10.5" 9.5" 16.0•'13.5.14.5"14.5•' 6.5•' 6.0" 9.0" 9.5" 8.5" 7.0" 4.0" 4.5" 6.5" NOTE: "S"INDICATES ANCHOR SCHEDULE SPACING. Z w V LL IX pi 110 13.0'•13.0" 6.0'• 5.5" 8.0" 9.0" 8.0" 7.0" 4.0" 4.5" 6.0" 6.5" 5.5" 5.5" SPACING DIAGRAM FOR Cl CONNECTION TYPE: (I] a 1w, 200 6.5" 5.5" 5.5•' 6.5" 5.5" 5.5" 6.5" 5.5" 5.5" u m ''o g - Cl CONNECTION TYPE USING PIECE Q OR Qtu 1/4"ELCO CRETEFLEX SS4 48 36.0•'16.0"16.0•'16.0"16.0"16.0"16.0",16.0"',16.0"'15.0"16.0"16.0"16.0"16.0"10.0" 8.5" 12.5"14.0'• Z p & W/2'EMBED(3350ps1 MIN 62 16.0"16.0"16.0"16.0"16.0"16.0'•16.0'•16.0•'12A"10.5"160:16.0"14.5"13.5•• 7.0'• 6.5•' 8.0" 11.0" W w n 3 SY m CONC) 12 16.0" 15.5"14.5"16.0"16.0"16.0"16.0"10.0" 8.5--112.5-'14.0"12.0"10.5" 6.D" 5.0" 6.5" 9.S' �+ a 7 / B COMBINATION en 5, 110 16.0"16.0" 9.0" 8.0" 11.5"13.0"12.0"10.0" 6.0" 5.0" 6.0" 9.0" 10.0" B.0" 5.0" 4.0" 5.0" 8.0" 2 S YP. 1 / 1 COMBINATION w 200 10.0" 8.0" 5.0" 4.0" 5.0" 8.0" 10.0' 8.0" 5.0" 4.0" 5.0" B.D" 10.0" 8.0" 5.0" 4.0" 5.0" 8.0" ,p w ,1"MIN EDGE DISTANCE 9 / 10 COMBINATION ,y O 1/4'ITW TAPCON OR ELM O a / CS C2 C3 C4 CS C6 C1 C2 C3 U CS C6 C1 C2 C3 C4 CS C6 ULTRACON WITH 1-3/4" 48 16.0"16.0" 7.5" 7.5" 16.0" 7.5" 16.0"16.0" 5,0" 4.5" 16.0" 5.5" 15.0"115.511 9.5•' EMBED(3192ps1 MIN CONC) 62 16.0"16.0" 5.5" 5.5" 16.0•' 6.0" 16.0"16.0•' 12.5' 4.0" 10.5-19.5 6.0•' •" BED(3192ps1 MIN CONC) ri Fi 72 16.0"16.0•' 4.5" 4.5" 16.0•' 5.0" 15.0"15.5" 9.5" 9.0" 7.5" "d � 110 14.0•'14.0•' 8.5" 8.5•' 7.5" 4.5" 7.0" 6.0" 1 x 5 TYP.) 2 x S TYP, M $ 200 7.0" 6.0" 7.0" 6.0" 7.0" 6.0" LL 48 16.0"16.0"13.0"13.0"16.0"13.5"16.0"16.0" 8.0" 7.5" 16.0" 9.5" 11,5"11.5" 4.5" 4.0" 7.0" 6.5" NOTE: "5"INDICATES ANCHOR SCHEDULE SPACING. N Y F 1/4"MILLENIUM MILLFASi W $ WITH 1.3/4'EMBED(3275ps1 62 16.0•'16.0" 9.0" 9.5" 16.0•'10.5"14.0'•15.W' s.5• s.D" 9.5" 7.s" 8.0" 7.5" 4.5'• 5.0" SPACING DIAGRAM FOR C3 & C4 CONNECTION TYPE: K $ MIN CONCRETE) 72 16.0"16.0" 7.5" 7.0" 16.0" 9.5" 11.5"11.5" 4.5" 4.0" 7.0" 6,5" 6.5" 5.5" 4.5" - C3 CONNECTION TYPE USING PIECE D WITH OUTSIDE F•CL c 110 10,5"10.5" 4.5" 4.0" 6.0" 6,0" 6.5" 5.5" 4.0" 5.5" 4.5" ANCHORS ONLY w -C4 CONNECTION TYPE USING PIECE®OR WITH 200 5.5' 4.5" 5.5" 4.5" 5.5" 4.5'• OUTSIDE ANCHORS ONLY ® m�1 V 1-1/4"MIN EDGE DISTANCE I y .E m z 1/4'ALL-POINTS SOUD-SET al u ANCHOR W/7/8"EMBED 8 Cl C2 C3 C4 CS 0. C1 C2 C3 Gi CS C6 Cl C2 C3 C4 CS ANCHOR NOTES: ^DO 94 1/4-20 SS MACHINE SCREW 46 16.0"16.0" 9.5" 9.5" 16.0"10.0"16.0"16.0" 6.0" 5.5" 16.0" 7,D" 10.5"31-0" 3.5" 3.5" 6.5" 4.S' f a (3000ps1 MIN CONC) 62 16.0"16.0" 7.0" 6.5" 16.0" 8.0" 13.5"14.5" 4.5" 4.0" 9.0" 5.5" 7.5" 7.0" 4.0" 3.5" 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING O 72 16.0"16.0" 5.5" 5.5" 16.0" 7.0" 10.5"11.0" 3.5" 3.5" 6.5" 4.S' 6.0" 5.5" 3.0" 7.0" ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE Cs/. w LIMITED TO THOSE SHOWN IN TABLE 1 OR 3 AS APPLICABLE(P9 1). 6 O •� 110 10.0"10.0" 3.5" 3.0" 6.0" 4.5" 6.0" 5.0" 3.0" 7.0" 5.0" 4.0" 8 I. 5.0" 4.0" 5.0' 4.0" 5.0" 4.0" 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, m o g SET 3"MW EUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER EDGE DISTANCE ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR w p 1/4"ALL-POINTS SOIID- 5 ANCHOR W/7/8'EMBED 0 Cl C2 C3 C4 CS C6 Cl C2 C3 C4 CS C6 Cl C2 C3 C4 CS C6 THAN OR EQUAL TO SHUTTER SPAN. g 1/4-20 SS MACHINE SCREW 48 16.0"16.0"16.0"16.0"]6.0"16.D"16.0"16.0"14,0"13.0"16.0"16.0"I6.0"16.0" 8.5" 7.5" 11.0"12.0" 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. O (3000ps1 MIN CONC) 62 16.0"16.0"16.0"15,0"16.0"16.0"16.0"1fi.0"10.0" 9.0" 15.0"13.5"12.5"11.5" 6.0" 5.5" 7.0" 9.0" 72 16.0"16.0•'13.0"12.0"16.0•'16.0"16.0•'16.0" 8.5" 7.5"111.0"12-B"10.5" 9.0•• 5.0" 4.5' 5.5" B.0" 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE •� 110 16.01-116.0-118.0" 7.0" 10.0"11.0"10.S" 9.0" 5.0" 4.5" 5.5" 8.0" 8.5" 7.0" 4.0" 3.5" 4.5" 6.5" BLOCK 0R WOOD FRAMING,REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOATYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE 200 8.5" 7.0" 4.0" 3.5" 4.5" 6.5"18.5"17.0"14.0-13,5" 4.5" 6.5" 8.5' 7.0" 4.0" 3.5' 4,5" 6.S' CONNECTION TYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF 1/4"POWERS SS DROP-IN 2-5/e"MIN EDGE DISTANCE CONNECTION TYPE, W/I/4-20 SS BOLT AND Cl C2 C3 04 CS C5 Cl I C2 I C3 I C4 I CS I C6 Cl C2 C3 C4 CS LC6 S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE 1'EMBED(30000 MIN 48 16.0"16.0"16.0"16.0"16.0"16.0" 10.0 9.5 16.0" 12.5" ONLY. +8 q CONC) 62 16.0" 14.5" 7.5" 6.5" 10.0" 16.0"112.5"112.D"112.5"16.0"15.5"17.5"19.01-17.0" 6,0" 6.0" 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED Y B •q�--� IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT Q 6� H"--y 110 110'111.0"I 5.5" 5.0" 6.5" 8.5" 7.0" 6.0" 6.0" 5.5" S.o" LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER u , 200 5.5" 5.5"1 FINISHES. zz 3-1/2"MIN EDGE DISTANCE 3 ' g 1/4"POWERS 55 DROP-[N 7. WHERE EXISTING STRUCTURE 1S WOOD FRAMING,WOOD FRAMING CONDITIONS o WI I/4-20 SS BOLT AND Cl C2 C3 C4 CS C6 Cl C2 C3 C4 CS C6 Cl C2 C3 [4 CSt55555 VARY.FIELD VERIFY THAT FASTENERS ARE INTO ADE UATE WOOD FRAMING n m MEMBERS NOT PLYWOOD,FASTENING TO PLYWOOD I ACCEPTABLE ONLY FOR 1°EMBED(3000ps1 MIN 48 16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"1i.0"10.0"16.0"14.0"13.0"13.0" 6.5" 5.5" 8.0" SIDE CLO�URE PIECES. CONC) 62 16.0"16.0"13.0"12,0"16.0"15.5"16.0"16.0" 8.0" 7.0" 10.5"11.0" 9.0" 8.0" 5.0" 5.0" _ 72 16.0"116.0"110.5"19.5"116.0"13.5"17.0"13.0" 6.5" 5.5" 8.0" 9.5" 7.5" 6.5" S. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER of cm 3' ,� 110 12.0"11,5" 6.0" 5.5" 7.0" 9.0" 7.5" 6.5" 6.5" 6.0" 5.0" SHALL BE LOCATED IN CENTER OF NOMINAL 2'x 4"(MIN.)WOOD SND.3/4' 1� EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAM[N G SCREWS SHA a5T BQqq 200 6.0 510" 5.5" 6.0" S. 5,5" 6.0•' S.0" HAVE PHILLIPS PAN HEAD OR HEX HEAD. i �•p�� y 2"MIN EDGE DISTANCE 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2°ENGAGEMENT OF THREADS IN #12 SMS W/2'EYEWALL C3 C2 C3 C4 CS C6 Cl C2 C3 C4 CS C6 Cl C2 C3 G4 CS C6 BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER COPflIX4RTRMXL B9llLt070PL ARMOR INSERT W/2°EMBED 48116.0"116.0"113.0"13,0"16.0•'13.5'•16.0"16.0" 8.0" 7.5" 16.0" 9.5" 14.5"15.0•' 5.0" 4.5" 9.0" 6.5' HEAD(SIDEWALK BOLT),U.O.N. 15-2338 e (2000D51 MIN CONC) 62 16.0"16,0" 9.5" 9.0" 16.0"10.5"16.0"16.0" 6.0" 5.5" 12.5" 7.5•' 10.5" 9.5" 3.5" 3.5" 5.5" 5.0" _ ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. seALei - '1i 72 16.0"16.0" 8.0" 7.5" 16.0" 9.5" 14.5"15.0" S.0" 4.5" 9.0" 6.5" 8.5" 7.5" 3.0" 4.5" 4.5" PAGE p6sCRIPi1DN: 6 v U 110 13.5 13.5" 4.5" 4.0•' 8.0" 6.0" 8.5" 7.0" 7.0" 4.5" 4.0" 7.0" 5.5" 3.5" 3.5" • DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, _ 200 7.0" 5.5" 3.5" 3.5" 7,0" 5,5" 3.5" 3.5" 7.0" 5.5" 3.5" 3.5" NUT OR WASHER WINGNUT. 2E} #12 SMS W/2.75"EYEWALL 48 16.0 16.0"16.0"16.0"16.0"16.0"16.0"16.0"11.5"11.0"16.0"14.0"16.0"16.0•' 7.0" 6.5" 11.5" 9.5'• 10. MINIMUM CONCRETE STRENGTHS ARE A5 INDICATED IN ANCHOR SCHEDULE. m ARMOR INSERT W/2.5' 62 16.0"16.0"13.5"13.0"16.0"15.5"16.0'•16.0" 8.5" B.0" 16.0"11.0"13.5"12.0" 5.5" 4.5•' 7.S• 7.5" EMBED(2000ps1 MIN CONC) 72 16A"16.0"11.0"10.5"16.0"13.5"16.0'•16.0" 7.0" 6.5" 11.5" 9.5" 11.0" 9.5" 4.5" 4.0" 6.0" 6.0" 11. WHEN ANCHORING TO HOLLOW BLOCK SDS DRILLS SHOULD NOT BE USED TO JI O 110 16.0"16.0" 6.5" 6.0" 10.5" 9.0" 9.5" 4.5" 4.0•' S.5" 6.0" 9.0" 7,5" 3.5" 3.0" 4.5" 5.0" DRILL INTO HOLLOW BLOCK NOR SHO(JLD IMPACT DRILLS BE USED TO INSTALL L'ILlll CONCRETE SCREWS TO HOLLOW BLOCK 200 9.0" 7.5" 3.5" 3.0" 4.5" 5.0" 9.0" 7,5" 3.5" 3.0" 4.5" 5.0" 9.0" 7.5" 3.5" 3.0" 4.5" 5.0" s 2-3/16"MIN EDGE DISTANCE Spms Up T.61-011 Spans Up To 13W' Spans Uo To 6'-0" Spans Up To 13'-W- CONN TYPE CONN TYPE CONN rfPE CONN TYPE C014M TYPE 1/4'POWrRSTAPPER+ Mm©©m©mm©mm©mm©mm©mmommommomommmomm©m 1 %/% ////,%///% %%/ /% %////.%//%i%/////%%//%/%///// M%/////.%///%®��%////%%/ %/////.®mmmm2m %////%///%®KUL�il%///%% /%/ %/////%%////%/////:"%////%////%////%%////V///%//// / Ne %////%//////:"%////%/////•'%///��E��®�U1%/////.%/////%///% ■0000©000000000©000000000©000 © Em ■ E oil mIImm2ON//,%////a2m•/////%////%%////% 1/11/111 JG;E Sao OF ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK (CONT.) ANCHOR SCHEDULE: WOOD (G=0.5S) 314"MEN EDGE DISTANCE �{ 2"MIN EDGE DISTANCE t'j Soans Up To 6'-0" Soans Up To B'-8" Spans UD To 13'-0" ri Spans Up To 6'-0" Soans Up To e'-8" Spans Up To 13'-O" o LOAD CONN TYPE CONN TYPE CONN TYPE _ rn w u LOAD CONN TYPE CONN TYPE CONN TYPE s ANCHOR �� Cl C2 C3 C4 CS tl C2 C3 04 C5 tl C2 C3 C4 CS ul 6 l7 e os ANCHOR (Ps) CI C2 C3 I C4 I CS Cl I C2 C3 CA CS Cl C2 C3 04 CS I/4'LAG SCREW WITH 1-3/4 48 16.0"116.011 1 11.5"11,5"16.0"1"0"36.0" 7.5" 7.0" 16.0"16.0"16.0" 4.5" 4,5" 15.0" 7 t m m W g 1/4•POWERS TAPPER+W/ F200 15.5"35.5" 6.5-16.5" 15.5"10.5"10.5" 4,0" 4.0" 10.5" 6.0" 6.0" MIN THREAD PENETRATION 62 16,0"16.0"18.5" 8.5" 16.0"16.0"16.0" 5.5" 5.5" 16.0"16.0"15.5" 3.5' 3.5" 9.5" "° ti 3 i 1-1/4'EMBED 12.0"12.0" 4.5" 4.5" 12.0" 7.5" B.D" 5.0" 4.5" 4.0" 72 16.0"16.0" 7.0" 7.0" 16.0"16.0"16.0" 4.5" 4.5" 15.0"14.0"12.5" 3.0" 3.0" 7.S' W 10.5"10.5" 4.0" 9.0" 6.0" 6.0" 110 16.0"16.0" 4.5" 4.0" 13.5"14.0"12.0" 3.0" 2.5" 7.5" 11.5" 9.5' 2.5" 2.0" 6.0" N�q 3 u 5.5" 5.5" 200 11.5" 9.5" 2.5" 2.0' 6.0" 11.5" 9.5" 2.S' 2.0" 6.0" 13S" 9.5" 2.5" 2.0" 6.0" C w Y 32 h 7/16"WOOD BUSHING WITH 48 16.0"16.0" 9.5" 9.5" 16.0"13.0"13.0" 5.5" 5.0" 13.0" 7.5" 7.5" 3.5" 3.0" 4.5" W s#12 SMS W/2"EYEWALL 16,0"16.0" 8.5" 8.$" 16.0"13.0"13.0" 5.0" 5,0" 12S" 7.5" 7.5" 3.0" 3.0" 4.S' 0 1.13•MIN EMBED&1/4-20 62 14.5'14.5" 6.5" 6.0" 14.5' 9.5" 10.0" 4.0" 3.5" 6.5" 5.5" 5.0" 25" 2.0" 3.0"ARMOR INSERT W/1-1/4' 14.5"14.5" 6.0" 6.0" 14.5" 9.5" 10.0" 4.0" 3.5" 6." 5.0" 4.5" 3.0" SS MACHINE SCREW 72 12.S'12,5" 5.5" 5.0" 11.07.5" 7.5" 3.5" 3.0" 4.5" 4.5" 3.5" 2.0" 2.0"EMBEDc� p 12.5"12.5" 50" 4,5" 110" 7.5" 7.5" 3.0" 3.0" 4.5" 4.5" 3.5" g �6,aae 110 7.0" 7.0" 3.0" 2.5" 4.0" 4.0" 3.5" 2,0" 2.0" 3.5" 3.0q-I-a--+2 �'" 7.0" 7.0" 3.0" 4.0" 4.0" 3.5" 3.5" 3.0" 1' 200 3.5" 3.0" 3.5" 3.0" 3.5" 3.0" 'd5 O !/ 200 3.5" 3.0" 3.5" 3.0" 3.5" 3.0" 3 114 SMS #14 WOOD SCREW 48 16.0"16.0"13.0"13.0"16.0"16.0"16.0" B,5" 8.0" 16.0"36.0"16.0" 5.0" 5.0" OR_4 ERS TAPPER+ 62 16.0"I6.0" 9.5" 9.5" 16.0"16.0"Y6.0" 6.0" 6.0" 16,D"13:5"12.5" 4.0" 3.S. WITH 1-314°M[N THREAD ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK PENETRATION 72 1&0."16.0" 8.0" 7.5" 36.0"16.0"16.0" 5.0" 5.0" 12.0"11.5"10.0" 3.5" 3.0" 6.0" �+ 110 16.0"16.0" 5.0" 4.5" 10.5'11.0" 9,5" 3.0" 3.0" 6.0" 9.0" 7.5" 2.5" 2.5' 4.5 U. 4"MIN EDGE DISTANCE 200 9.0" 7,5" 2.5" 2.5" 4.S' rj ! Spans Up To 610" Spans Up To 8'-e" Spans UP Lo-ll..," 1-a d c og LOAD CONN TYPE CONN TYPE CONN TYPE •, 1 N zG ANCHOR cb6nNCHOR SCHEDULE: WOOD (G=0.42)_ � m� Cl C2 C3 C4 CS Cl C2 C3 C4 tl ClCS C2 C3 C4 Cs 5/16'ITW TAPCOII%L W/ 48 16.0"116.0"116.0"16.0"16.0"16.0"16.0"136.01,16.0"16.0"16.0 16.0"10.5' 9.5" 15.5" -.t 2-1/4"MIN-EMBED 52 16.0"116.0"116.0"16.0"16.0"16.0"16.0"112.5"11.5"16.0"16.0"16.0" 8.0" 7.0" 10.0" 3/4"MIN EDGE DISTANCE v V 72 16.0"1160'116.0"15.5'16.0"M146.1" "SO.S' 9.5' 15.5"14.5"12.5" 6.5" 5.5" 8.0" tj Soans U.To 6'•0" Soans Up To Be"'- Spans UD To 13'-0" id g a 110 16.0"16,0"10.0" 9.0" 14.0" " 6.5" 5.5" 7.5" 12.0"10.0" 5.5' 4.5" 6.0" Qoaa ANCHOR f4816.0" CONN TYPE CONN TYPE CONN TYPE $ >: 200 12.0"10.0" 5.5" 4.S' 6.0" " 5.5" 4.S' 6.0" 32.0"10.0" 5.5" 4.5" 6.0" =G C1 C2 C3 tl C5 Cl C2 C3 Gi CS Cl C2 C3 U CS L� 1 5/I6"ELOO ULTRACON W/ 48 16.0"16.0"13.5"13.5"16.0" 0" 8.0" 7.5" 16.0" 9.5" 9.5' 1/4'LAG SCREW WITIi 1-314 .0"16.0" 9.0" 9.0" 16,0"56,0"16.0" 6.0" 5.5" 16.0"76.0"16.0" 3.5" 3.S' 10.0" E IN.EMBED S" 0" 6 5" 6.0" MIN THREAD PENETRATION "1 0" .S' 4 0" 13 5"11.5"10.5" 2.5" 2.5" 6.0"2-1/4'M 62 16.036.0" 9.5" 8.5" 16.0" 5.5" 5. B.0" .0"16.0" 6.5" 6.5" 16.0"16.0 6. 4 72 16.0"16.0" 7.5" 7.0" 14.0" " 6.0" S.5" n .0"16.0" 5.5" 5,5" 16.0"16.0"16.0" 3.S" 3.5" 10.0" 9.5B.02.5" 2,0" 5.0"1108.S' 8.5" 5.0" ? .0"14.5" 3.5" 3.0" 9.0" 9.0" 8.0" 2.0" 2.0" S.0" 7.5" 6.0" 2.D" 4.0"200 i; .5" 6.0" 2.04.0" 7.5" 6,0" 2.0" 4,0" 7.5" 6.0" 2.0, 4.0" 2"MIN EDGE DISTANCE #14SMS #14 WOOD SCREW .0"16.0" 9.5" 9.5" 16.0"16.0"16.0" 6.0" 5.5" 16.0"11.0"11.5" 3.5" 3.S' 7.0" C1 C2 C3 Gi CS CI C2 C3 C4 [5 CS C2 C3 Gt CS o R 1/4°DOWERS TAPPERa .0"16.0" 7.0" 6.5" 16.0"14.0"15.0" 4,S' 4.0" 9.5' 8.0" 7.0" 2.5" 2.S' 4.5" WITH 1-3/4"MIN THREAD#125M5 W/2"EYEWALL 48 16.D"16.0"10.5"10.5"16.0"16.0"t6.0" 6.5" 6.5" 16.0"12.5"12.5" 4.0" 3.5" 7.5" 3 PENETRATION .0"16.05.5" 5.516.0"11.0"13.5" 3.5" 3.5" 7.0" 6.5" 5.5" 2.D" 2.0" 3.5ARMOR INSERT W/2"EMBED 62 36.0"16.0" 7.5" 7.5" 16,D"15.5"16.0" 5.0" 4.5" 10.5" 9.0" 8.0" 3.0" 5.0" .5"10.0" 3.5" 3.0" 6.0" 6.5" 5.5" 2.0" 2.0" 3.5" 5.0" 4.5" 2.0" 2.S' 72 16.0"16.0" 6.5" 6.W' 16.0"12.5'12.5" 4.0" 3.5" 7.5" 7.0" 6.5" 4.0" .0" 4.5' 2.0" 2.5" 5.0" 4.5" 2.0" 2.S' 5.0" 4.5" 2.0" 110 11.5"11.5" 4.0" �a n 200 6.0"1 5.0" 3.0" 6.0" 5.0" 3.0"1 6.0" 5.0" 3.0" n + 2 l Q 8 Hal ANCHOR NOTES:SEE SHEET 07PVM(KFRN4lLPEh%1RWPE 10 FOR ANCHOR NOTES. 11"5"2338 SCALE: PAGE DESCRIPTION, � 9� 1111111111 ("ROUND WINDOW 6 ♦♦♦ ASSEMBLY 6mm EDGE FACCORDION 12'MIN FROM �I - SHUTTER BLADES EDGE OF SHUTTER, EDGE OF ACCORDION = TOP OR BOTTOM SHUTTER BLADES fn 0.126 0,125• = UST OF •0.032" 0.032' T- i�®, 10 �= I1 'I d 0.196-7 - ��� O ♦y/ OL \\\„ z $ 14 45° f AI E00 wu lk W. °' 2.875.0 HOLE TO RECEIVE ROUND TYPICAL UI Q w o l7 3 a 1 w WINDOW ASSEMBLY r m W o g g \� Z W ° 3W 02.875' T-0.186" 2.875"0 HOLE(TO RECEIVE y 3° 03.250` ROUND WINDOW ASSEMBLY) p w°: Y MAXIMUM OF 3 WINDOWS w•• 42 A LIGHT-N-VIEW WINDOW - PER EVERY OTHER BLADE N.T.S. SAOICPLASTICS SLX1431T-UL-94HB 2 LIGHT-N-VIEW WINDOW 4 m Z-a ROUND WINDOW ASSEMBLY 13 N.T.S. EXTERIOR ELEV N M fn ,O J y y� LL 1 W= A j 12°MIN FROM f c EDGE OF SHUTTER, EDGE OF ACCORDION y g � TRIP OR BOTTOM SHUTTER BLADES 3 RECTANGULAR WINDOW ASSEMBLY BLADE W ROUND WINDOW EDGE OF OR 13 N.T.S. EXTERIOR ELFV SHUTTER BLADES T- 1.210• 3 g 0145' 0.145' 0 3.5'MIN a' .4 TYPICAL b @ 0 LL L WOW 1.500•x 6.00r,LA.E RECEIVE RE hl WINDOW 1.500'x 6.000•HOLE(TO RECEIVE MAXIMUM OF fv .161' PER EVERY O RECTANGULAR WINDOW ASSEMBLY) � ■ y .093" 020" /1")1, RECTANGULAR WINDOW g g •o o0 0 13 N.T.S. EXTERIOR ELEV ��gQ DTA. I 0.500• 0.500° p I n¢ x m -1.5'•--I vii -L- --' (INT.) 3.5'MIN. RECTANGULAR WINDOW RECTANGULAR WINDOW NOTES: e G _ TYPICAL@ r---1 ASSEMBLY A (EXT•) 145" 1. THE RECTANGULAR WINDOW SHOWN IN y E5 � 1 1 / 5/13 IS MADE FROM GE XL10 LEXAN WITH s y 1 I p 0.355° 0 i ; 0.075°MINIMUM THICKNESS. 4¢444 �gR 1 I o �i 2. FRAME FOR RECTANGULAR WINDOW MAY 1 I o i f BE NYLON 6 OR POLYCARBONATE WITH A MINIMUM THICKNESS OF 0.161'.ATTACH 0.145° OW NW Rf f RW I L BFM7alO0 RE 1 1 ^ � � TO BLADE WITH(6)R4 SS SCREWS OR 15-2338 L---J 1.856° }-0.177° .355' BOLTS WITH NUTS. seALe. _ $ A SECTION A-A PAGE DESCRIPTION, 4 BLADE W RECT. WINDOW5 RECTANGULAR WINDOW °i 13 N.T.S. EXTERIOR ELEV 13 N.T.S. EXTERIOR ELEV - a�