The URL can be used to link to this page

Home My WebLink AboutProduct Approval Design Data and Installation Schedule CALEB SHARP 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 74 39.4 LAGS 12/12 2 DO NOT DO -3 ACCORDION WOOD 74 ---_ - 39.4- LAGS 12%12 - - 4 ACCORDION WOOD 74 39.4 LAGS 12/12 5 -ACCORDION WOOD_ _ 74 _____39.4_ _LAGS _, _ 12/12 6 ACCORDION WOOD 74 39.4 LAGS 12/12 7 DO NOT DO 8 DO NOT DO 9 ACCORDION WOOD 74 39.4 LAGS 12/12 10 IMPACT AWNING WOOD 77 39.4 LAGS 12/12 11 ACCORDION WOOD 61 39.4 LAGS 12/12 12 ACCORDION WOOD 74 39.4 LAGS 12/12 13 DO NOT DO 14 IMPACT AWNING WOOD 56 39.4 LAGS 12/12 15 IMPACT AWNING WOOD 44 39.4 LAGS 12/12 16 IMPACT AWNING WOOD 44 39.4 LAGS 12/12 17 18 19 20 21 22 23 24 25 26 27 07/01/2015-9:22am DanielG VAProjects\_2014-MPS\400 Wind Charts\ Reference\00-MPS 14-400 Series C&C(Currenl).dwg 51h ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" WIND VELOCITY = 150 MPH MRH <_ 60' DESIGN LOADS FOR COMPONENTS AND CLADDINGEXPOSURE 'C' BASED ONKd=0.85 INTERIOR ZONE 4 PRESSURESEXTERIOR ZONE 5 PRESSURES ENCLOSED STRUCTURE,FLAT TERRAIN Mean _ DESIGN PRESSURES(PSF)_ZONE 4___ Mean _ DESIGN PRESSURESSF!_-ZONE 5 _ _ INSTRUCTIONS FOR TABLE USE: Roof Trlbutary Area(Sq Ft Roof Tributary Area 5 Ft 1. TABLES ARE INTENDED TO �Id QRST CASE'PRESSURES.'WORST CASE'IS Height . 10 15 20 25 30 t1 = eight ,,,10. i 15 20 25 30 35 40 45 50 DEFINED AS THE CRI Y- N WN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CO ITH THESE TABLES. F "'-3f.9--'31.1 -30.6 -30.2 -29.8 -2 R � T �2 � 33� 97.8 -36.7 -35.9 -35.2 -34.6 -34.1 -33.6 -33.2 2. TABLES VALID 0 ROOF HEIGHT AS LIMITED ABOVE. 0 15 k. h 0-15 ft 1 3 TABLES VALID F L APPLICABLE REDUCTIONS FOR ROOF SLOPES L. +�9.4' +28.6 +28.1 +27.7 +27.3 + a +29.4 T+28.6 +28.1 +27.7 +27.3 +27.0 +26.8 +26.5 +26.3 LESS THAN 10°SHA INEER AS A SITE SPECIFIC CONDITION.. -32.4 7-31.6 -31.0 -30.6 -30.2 -2 2 C -39.9 -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 It +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.z' .6 -40.5 -38.9 -37.7 -36.9 -36.1 -35.5 -35.0 -34.5 -34.1 5. ALWAYS ROUND LE VALUE OR CONSERVATIVE ASSUMPTION. 17 ft 17 ft 6.CALCULATE THE TRI E OP NING IN QUESTION(HEIGHT WIDTH)OR +30.2 +29.4 +28.9 +28.4 +28.1 +27.8 +27.5 7.1 +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(HEIGHT2/3).USE THE AREA BETWEEN STRUCTURAL 18 f[ RY +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 BENGS ONLY-THIS INCLUDES IDENTIREAS FIED,THE MOSETWEEN T CRITICAL(10 SQUARE FEET)AL MULLS. IF THE SHALL -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 75.4 -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 1+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 6� -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 22 ft -34.6 -33,8 -33.2 -32.7 -32.3 -32.0 -31.7 -31.5 -31.3 22 ft -42.7 -41.0 -39.8 -3 .5 -36.0 FACTOR OF 1.16.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. +31.9 +31.1 +30.5 +30.0 +29.6 +29.3 +29.0 +28.8 +28.6 +31.9 +31.1 +30.5 + 8.8 +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 -41.4 -40,2 -} 3 6.8 -36.4 1. TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN +32.2 +31.3 +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 -32.3 -32.1 -31.8 -43.5 -41.8 -40.6 -3 ,6 - -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 I+32.5 +31.6 +31.0 +30.6 +30.2 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 -32.9 -32.6 -32.3 -32.1 -43.9 -42.1 -40.9 -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 f[ +32.8 +31.9 +31.3 +30.8 +30.4 +30.1 +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 -33.1 -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 +30.3 +30.1 +29.8 +29.6 26 ft +33.0 +32.2 +31.5 +31.1 +30.7 +30.3 +30.1 +29.8 +29.6 WALLS AND VERTICAL SURFACES ONLY. 3. THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY -36.1 -35.2 -34.6 -34,1 -33.7 -33.4 -33.1 -32.9 -32.6 -44.6 -42.8 -41.6 -40.6 -39.8 -39.2 -38.6 -38.1 -37.6 VALID WHEN SIGNED&RAISED SEALED BY FRANK L.BENNARDO,P.E. 27 ft +33.3 +32.4 +31.8 +31.3 +30.9 +30.6 +30.3 +30.0 +29.8 27 f[ +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 -33.7 -33.4 -32,'� -44.9 -43.2 -41.9 -40.9 -40.1 -39.5 -38.9 -38.4 -37.9 USE OF THESE TABLES AND COR ES I WIND VELOCITY,EXPOSURE,AND OTHER 28 ft +33.6 +32.7 +32.0 +31.6 +31.2 +A19- ;� 8 ft COEFFICIENTS LISTED E N C'FA NO VERIFIED BY THE GOVERNING +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 -3 -45.3 -43.5 -42.2 -41.2 -40.4 -39.8 -39.2 -38.7 -38.2 VALUE USE IS OFFER 29 ft +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 - MITTED TEST CRITERIA AND OTHER 30 ft -36.9 -36.0 -35.4 -34.9 -34.5 -3 -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 +34.0 +33.2 +32.5 +32.0 +31.6 + 30 ft +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 I4 TEM ORDINANCES. 32 ft -37.4 -36.5 -35.9 -35.4 -35.0 -3 . 32 ft -46.2 -44.4 -43.1 -42.1 -41.3 -40.6 -40.0 -39.5 -39.0 7,NO CERTIFICATIO ITY OF THE HOST STRUCTURE. +34.5 +33.6 +33.0 +32.5 +32.0 +31.7 +31.4- 0.9 +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 --35:3---35:0 34-7---34:5--- -- -- --47d- =45.2- -43.9---42.9-=42:1-=4r4 -=40:8-=40.2-=39.7- AFFIRMATIONS ARE INTENDED.__ 35 ft +35.2 +34.2 +33.6 +33.1 +32.7 +32.3 +32.0 +31.7 +31.5 35 ft +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 -36,3 -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 k 40 ft DIMENSION OR 3FT(lm).USE ZONE S IF AT ALL IN QUESTION.CONSULT MEAN +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 AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. `ROOF 40.2 -39.- -38.6 -38.0 -37.6 -37.2 -36.9 -36.6 -36.3.. -49.7 -47.7 -46.3 -45.2 -44.4 -43.6 -43.0 -42.4__ -41.9 _ - 45 k. _ .. - _ -_ - - - -.-. - _ __ =45=ft __. _ _. __- _. .._ _ - _ ._ -_...__-- ._ ._ .--- _ _. ____.._ --_.._- _ - ___-EAVE --HEIGHT_ .- +37.1- +36.1 +35,4 +34.9 +34.4 +34.1 +33.7 +33.5 +33.2 +37.1 +36.1 +35.4 +34.9 +34.4 +34.1 +33.7 +33.5 +33.2 ROOF 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 I 1 l HEIGHT SO ft +37.9 +36.9 +36.2 +35.7 +35.2 +34.8 +34.5 +34.2 +33.9 SO ft +37.9 +36.9 +36.2 +35.7 +35.2 +34.8 +34.5 +34.2 +33.9 5 .� 55 ft -42.0 -40.9 -40.2 -39.7 -39.2 -38.8 -38.5 -38.2 -37.9 SS It -51.8 -49.8 -48.3 -47.2 -46.3 -45.5 -44.8 -44.2 -43.7 Jr I ® I Jr ® ® C +38.7 +37.7 +36.9 +36.4 +35.9 +35.5 +35.2 +34.9 +34.6 + +38.7 +37.7 +36.9 +36.4 +35.9 +35.5 +35.2 +34.9 +34.6 8 -41 4 39.5 39.2 -38.9 38.6 60 52.8 47.1 45.0 -44.560 f -42'7 3ELEVATION 39.4 +38.4 +37.6 +37.1 +36.6 + + 5 39.4 +38.4 +37.6 +37.1 + Q +36.2 +35.8 +35.5 +35.3 WALL ZONE FIGURES /� IS ETR C U) CDo REMARKS DRWN CHKD DATE 5TH ED. FLORIDA BUILDING CODE ENGINEERING O m� D p P INIT ISSUE GSS TSB 03105/12 m REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 (2 1 4 EXPRESS A� i REV 2014FBC DGM TSB 06/10/15 pm �' - )- ASCE 7-10, CHAPTER 30 o O CORVO0.ATE OFFICE: ? m 160 SW 12th AVENUE, SUITE 106 r m )'� °z I-` p DESIGN LOADS FOR COMPONENTS &CLADDING In - z DEERFIELD BEACH, FL 33442 0 D MASTER PLAN SHEET II,m ( z u, f� 1 1 bi THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, P:(954)354-0660 F:(954)354-0443 A ) 1 v O AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT 7 CERT Of AUTH 119885WRITTz 3 1 O o O N ADDITIONS. NSENT OFOR OTHER ENGINEERING EXPRESS.ALTERATIONS. IT ASCE / O E:HELLO@ENGIN EERINGEXPRESS.COM �-T ADDITIONS,OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERnn1TE0AND INVAuOATEOUR CERHF{cnnoN. ENGIN EERINGEXPRESS.COM S { 5/4/2016 Florida Building Code Online ............ A. :iR�do'&co«v \ :•'tiff"��'"h•i: ti�:`':;�`,i iiii:<•,:�iiiiiiiii{i{{ii iii:}:,::;'$:i::i::iiiii:2:i};v:<�::,::ii:i::'v:iiiii:{::.'�v ::{i;.`{i;':},iiiiiiiiiiii{::i:iiY.ti::?�:4•,::::ii:i:.'{??�+{� v:.vv.: SCIS Home Log In User Registration ji Hot Topics i, Submit Surcharge Stats&Fads Publications i IFBC Staff BCIS Site Map Links Search !; �' +% t:` e $t''Product Approval ProfessSi 8kal \' .'•'.USER:Public User B0.B8999PA9P8l4 Product Approval Menu>Pi ^;:r] rh>App icatio:: i5:>Application Detail S FL# FL12856-R5 Application Type Revision Code Version 2014 Application Status Approved Comments Archived I 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 I Technical Representative Thomas B. Johnston Address/Phone/Email 400 west Mc Nab Rd. Ft. Lauderdale, FL 33309 (954)970-9999 tomj@tc-alumcom Quality Assurance Representative Address/Phone/Email h:Kr Category =Shutters Subcategory SS o l'' Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received i Florida Engineer or Architect Name who developed the Frank I. Bennardo Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2016 I Validated By ORLANDO L. BLANCO, P.E.I :`• Validation Checklist-iHardcopy Received Certificate of Independence 112856 R5 CQ1 Indep 2.pdf FL12856 R5 COI Indep I odf FL12856 RS COI Inde 4p �pdf FL12856 RS COI Indeandf I Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2002 ASTM E1996 2002 ASTM E1996 2012 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professidnal Engineer or Architect FL12856 R5 Eq( Fauiv 2pdf http://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDqv£mlfA'vK4bEBhusG5%2bcgdc,,6IF3y6bB3NP05YE3%2fgHg%3d%3d 113 i 514/2016 Florida Building Code Online 1, 'r FL12856 R5 Equivguiv 3.pdf FL12856 R5 Equiv Equiv 4.odf FL12856 R5 Equiv Equiv.odf i Sections from the Code I , Product Approval Method Method 1 Option D I, Date Submitted 04/28/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/04/2015 Date Approved 06/22/2015 Summary of Products FL# ;Model,Number or Name Description ................................................ : ,.......................................................... ................-m Storm ........................................................................... :12856.1 0.050' Aluminum Storm Panel 0.050"Alumina Panel with Optional Clear Panels :................................................:......................................................................................................................:.......................................................................... E Limits of Use Installation Instructions E Approved for use in HVHZ: No FL12856 K. U Dmiodt Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo, P.E. PE0046549 Impact Resistant:Yes Created by Independent Third Party: Yes E Design Pressure: N/A Evaluation Reports Other:Shutter meets requirements for"Wind Zone 4"and Missile FI_12856 RS AE Fval.0df' Level"D"as defined in ASTM E1996. See installation instructions Created by Independent Third Party: Yes. i for specific Design Pressure Ratings by size,additional use i limitations and installation instructions. 12856.2 "Safety Edge' Storm Panels Safety Edge"Storm Panels, 28ga (0.018"") Steel,0.022"Alum (Pert and Non jPerf), Clear Polycarb (Full and Half) i Limits of Use Installation Instructions E Approved for use in HVHZ: No FL12856 _RS- U Dwp 2-dd 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: +54/-54 Evaluation Reports Other:This product is not valid for use within the HVHZ. See FLi2 56 R5 AE Eval 2-pd i Evaluation Report and engineering drawing for additional limitations Created by Independent Third Party: Yes E and conditions of 1......................... use:................................................................................t ........... . ...................:................................................................ :................................................ ..................................................................................................!.............................................................................................. 12856.3 24ga Steel Storm Panel 24ga (0.0232';) Steel Storm Panel with Optional Clear Panels _...w.._-.W _.......... w _. ._.. . ................ Limits of Use Installation Instructions i Approved for use in HVHZ: No FL12856 i?5 1;. Dvrq 3.136 i 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: +100/-100 Evaluation Reports i Other:This product is not valid for use within the HVHZ or Wind FL-12856 R5 IAE Ev 13:DIdf Zoonne 4. See Evaluation Report and engineering drawing fcr Created by Iridepende6taThird Party: Yes a dltlonal limitations and conditions of use. .......................................................... ............................................................. >! Y?�........................ ...... ....... ......... ........................................................... .._............................- 2112$.564` Aluminum Hinged Storm Panel .050"Aluminum Nan-Porous Hinged Storm Panel i`L'"imits of Use Installation Instructions i AppFoved for use in HVHZ:Yes EL12856 R�II Dwg 4-.or:` Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo, P.E. PE0046549 E Impact Resistant:Yes Created by Inde pendent!Third Party: Yes i Design Pressure: N/A Evaluation Reports Other:Shutter meets requirements for"Wind Zone 4"and Missile FI_17_856 RS AE Eval 4.6df f Level"D"as defined in ASTM E1996. See installation instructions Created by Iridependent'Third Party: Yes E for specific Design Pressure Ratings by size, additional use E limitations and installation instructions. Contact Us:: 1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The Stale of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Priva cv.Sta tem ent::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 orby 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 Mich can be made available,to the public.To determine if you are a licensee under Chapter 455,F.S.,please dick here. Product Approval Accepts: hdp://vwwvfloridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvEmlMlvK4bEBhusG5%2bcgdcx61F3y£bB3,�iPO5YE3%2fgHg%3d%3d 213 I � r 0.050" ALUMINUM HINGED STORM PANEL HVHZ AND NON-HVHZ COMPLIANT TABLE 1TABLE 2 hIVM2iTABU1®2)NOTES 9 17 WIDTH(L)VARIES j 5 O' 1 1. HIGH VELOCITY HURIUCI�tE`� HVHZ HVHZ 1 ZONE(HVHZ)ISDER NE SLf'�i; 1fi OUNTY AND !4k3 ---" """'"""-• "'""" BROWARD COUNTY NTYTY FLORLOA��i� `1`,N __._.____ I ------------- mP PAN ......... E---•-.--- M111N1M1 SEPARATION FROM GLASS 2. TABLE 1 SMALL BE USED F•OH ��// f9� O TRACK PANEL EL SCHEDULE PO�ITivE IUM SHUTTER INSTALLATIONS IN THE HIGH Igt�\� ,a SPAN H D ER OA 1 SPAN POSITIVE f NEGATIVE INSTALLATIONS INSTALLATIONS 1 IN of Ii I ( PSF) DESIGN PANEL VELOCITY HURRICANE ZONE U�u� q I j i (TN) �'F) ( PRESSURE 30'ABOVE MORE THAW 3E ? HVHZ TO DETERMINE THE r a Q "19< I1 f AN(IN) GRADE OR LESS i ABOVE GRADE Z 26.8 _ PR(p5) j f MAXIMUM ALLOWABLE 5 LOW S °J--- - - _ 138 - 30 9 30.9__ - _ 60 -- 3 02" - - 1 17" DESIGN PRESSURE FOR EACH Z I SP '`/'�'i b L` � I I I� I I ----132 __ 35.7 _.._35.7_ 26.6 104 __ __-- 3.02" _ L68" -] SPAfQ. _ _ - W W 'i- 7i¢u - y z I 126 41.7 41.7 -- ---- ----- -- ........ ... -- __-• 3. FOR SPANS BETWEEN s d§ 9 1 !! I ..... 144 __ __ 5.00" 2.99" TABULATED VALUES USE N C m�' 120 99.0 49.0 ----60--._-_- 3.02" 1.19.' ---- NEXT HIGHER SPAN OR W __114._•- 58:1 -- ---58.1 w I' ..- 30 3 OZ' 3.76" INTERPOLATION Y •+0 'h K .. 1 ! I 108 ...67.9... 67.9 138_................._ 2-94,-:------- RM a • LINEAR INIERPO ON hiA ' -3- - 'u'-- 3- - -I'� `-------=-` =I----r - ----- -- --- 104_-73.4-.=--J34--- _- -------- ------- BE USED TO DETERMINE j ' z ; ;- - - 60- -3;02^ _--i-26"---AtJ:OWABLE DESIGN - - - I .102 __ 75.0 75.0 104 3.02 ` N I I I I ; I96--- ---80.3 BO.3 40 '----126 ---- -5.00"�• 2.92"_-_----- 4. TABLE 2R HALL BE USED TO �d 90 86.2_.. ....86.2___ ...................................... ... . . .. N jf - ------........................ 60 ......... 92 2.27"----- SEPARATION FROM GLASS - n ! I ! 7B 101.3 1 kT5n1 Xz 11It4 ...____101.3 22.7.2... WITH IN THE HVHZ. 11 ____ 4 _ _____.. .--7 3.02" 1.39" ------ ----- ..... - 60 104 �nCHo d 108 5.0 2.72"__ BOTTOM 60 7,0 _______________ - 60 1. , L TRACK ,p 9 ........ 4 3.0 2.77, N.T.S. EXTER ELEV 0 o¢ gM 1 963.02" 2.64" ry g GENERAL NOTES - -- --------------------------- e 1. THE SYSTEI4 DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE.WIT'H THE FLORIDA BUILDING CODE(FBC),THE INTERNATIONAL BUILDING CODE(IBC)AND THE INTERNATIONAL RESIDENTIAL CODE(IRC),FOR USE ' ----_--------------------_-------------.---_..._...._ WITHIN THE HVHZ AND NON-HVHZ,SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. 2. NO 33-1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. WIND LOAD d!4 =' DURATION FACTOR Cd=L.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. MOId_HVN2&ESSENTIAL FACILITIES 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOP.USE WITH THIS SYSTEM SHALL BE DETERMINED HURRICANE PROTECTION jTABLE 3&4 tdOTCS:, PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE FLORIDA BUILDING CODE FIFTH EDITION(2014)SHALL BE .._----_---_ 1. NON-HVHZ IS DEFINED AS ALL LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY TABLE 3 TABLE 4 _ LOCATIONS OTHER THAN ASSEMBLY AS SHOWN. - MIAMI-DADE COUNTY AND 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY Al.$SAFETY NON-HVHZ NON-HVHZ BROWARD COUNTY FLORIDA. FACTOR. ESSENTIAL FACILITIES ONLY 2. TABLE 3 MAY BE USED FOR S. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZI14G REQUIRED FOR ALL WIND ZONES IN ALL WIND ZONES NOT REQUIRED FOR WIND ZONES 1-4 INSTALLATIONS OUTSIDE THE ACCORDANCE WITH AST14 E1996-09.1T IS ACCEPTABLE BY CODE UNLESS OPTIONAL CRITERIA IS INDEPENDENTLY PANEL SPAN SCHEDULE MINIMUM SHINER SEPARATION FROM GLASS HIGH VELOCITY HURRICANE 8 p ADOPTED BY THE AUTHORITY HAVING JURISDICTION. S 8 Y -- ZONE(ANNI). 6. THE SYSTEM DETAILED 11ERF1P1 IS GENERIC AND DOES NOT PROVIDE INFORMATION FORA SPECIFIC SITE. FOR :.DESIGN ALLOWABLE -POSITIVE 3. FOR SPANS BETWEEN SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN,A LICENSED ENGINEER OR REGISTERED 1 I_DESIGN PR_EGSURES__ 1NSTAllAT10N5 7NSTALLATIOP75 - 6 ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CON3UNCTION WITH THIS DOCUMENT. SPAN 'POSITIVE NEGATIVE RESIGR ; PANEL 30'ABOVE MORE TI4AN 30' TABULATED VALUES,USE NEXT a 7. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED (IN) (PSF) (P-SF) PRESSURE i SPAN(IN) GRADE OR LESS ABOVE GRADE HIGHER SPAN OR LINEAR u g S•$ LOADS. WOOD BUCKS(BY OTHERS)SHALL BE ANCHORED PROPERLY TO TRANSFER(AADS TO THE EXISTING STRUCTURE. (PSF) __ INTERPOLATION MAY 0 144 37.2_ �3J.2 4 8. ALUMINUM STORM PANELS SHALL BE 5052-H32 OR 3004-H34 ALUMINUM ALLOY,TESTED THICKNESS U.049B". --- 60 3.38" _ _ 1.24" TO DETERMINE ALLOWABLE j •. �IF,113SI�1�40:6WS iI140.`BK;, .................. 9. ALL EXTRUSIONS SHALL BE 6063 T6 ALUMINUM ALLOY,UNLESS NOTED OTHERWISE.ALL TOLERANCES SHALL BE ---• -- -: 37.2 9fi 3.38" 1.76" DESIGN PRESSURE. �S � "`ai32 4456' L44t6 -- 4. TABLE 4 SHALL BE USED TO i IN ACCORDANCE WITH ADM 2010, ---------- -- 144 6.'S" 3.77" 7 12G 49.2 A9.2 _________________ _________ -.--__-_-.....__............ 10.THIS SYSTEM MUST BE CLOSED AND LOCKED FOR WIND AND IMPACT PROTECT10P1,THIS SYSTEM HAS BEEN ___ � ___ fi0 3.38" 1.26" DETERMINE THE MINIMUM !s DESIGNED FOR 4YJN0 PRESSURE OF 10 PSF IN THE OPEN POSITION.A PERMANENT LABEL MUST 8F ADHERED TO THE 54.5 54.5 ---------------------------------------------- •- SEPARATION FROM GLASS ; '____120x_____________________ 40 9fi 3.38•' 1.82•' q NDERSIDE OF EACH HINGED STORM PANEL CONTAIN114G THE FOLLOWING: 114 60.7 _60.7 -------- .....................------------- U OUTSIDE THE HVHZ IN 1. ......____138___-._ 6.25 3.59 THIS HINGED STORMPANEL MUST BE LOWERED L ----(--_67.9-__-;---,67.9 - --------------------------------•--------• ESSENTIAL FACILITIES. ; AND ATTACHED USING THE APPROPRIATE FASTENERS, 73.4_ 73.4 ____fi0__ 3.38", .., ,,,,. 1.32 S. SEPARATION FROM GLAZING NOT cOP,IOGETLI.GN07tlt10F7aAFItt ' DURING PERIODS OF HIGH WINDS AND HURRICANE WARNINGS. ---------- so .....96_ 3.38". 2.02 ... REQUIRED FOR WIND ZONE 4 75.0 75.6 15-2348 31.PANELS SHALL BE PERMANENTLY LABELED AS PRESCRIBED IN THE ABOVE-NOTED BUILDING CODE AND CONTAIN $0,3 80.3 320 6.25'____x_-3.04'____J UNLESS INDEPENDENTLY ; C AT LEAST THE FOLLOWING: ................a._......_.____ 60 3.38" 1.39"......_ ADOPTED BY LOCAL SCALE, - FJ 86.2 86.2 -------. 1 page all TOWN&COUNTRY INDUSTRIES -----------------i•---- 6D 96 3.38 ---_ ______-2.23"_-----_ 3URISDICTION. F7.LAUDERDALE,FL 103 3 114 6.25" _; _ 3.06" ASTM E3301 E1686,&E1996 MISSILE LEVEL D 101.3 -----------------•'--•--60 3.38" 1 45" -- _ ___._-__. 11TAS 201,202,&203 1 111.-1 ...................______111:0__________________ 70 96 3.38" ? 2.43" 12. ALL BOLTS&WASHERS SHALL BE 2IfIC COATED STEEL,GALVANIZED STEEL,STAINLESS STEEL.,OR 2024-T6 122.7 _122.7 ---- ---- -1ALUMINUM ALLOY WITH A MINIMUM TENSILE YIELD STRENGTH OF 33 KSI. i137.0 i 137.0 6.25" 2.J7" 13, ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE ABOVE-NOTED60 3.38pp 1._..____-........3,38.................1 52......... BUILDING CODE. ' 96 3.38" 2.64" i BENNARDO,P.E. I LABEL LOCATION ! ......� EXT.SURFACE y, INNER ARM 7Yp D OUTER AR y ....................................12.00-(COVERAGE) - 1.000" * m.z�Q° it r -- ------- - -- - ------- I 2.02"� �2.Q2"� 0.500" - T - ---= - �•I --------------�\ \ I rn II I 0.500" 0.500" O.SOD" LOCATION VARIES i��''�O.. #t7 ,,•� \ g O.04 1.17 \\ 0.650""�I 2.375"� 0.790" FOR ADJUSTMENT \ rt \ � Y-- 6a ARM ARRANGEMENT �ttff'PT >0 1.660"-- 6.00"�-- -----__'�-......'.'^.__ =0.400" --- _-- .---- --- - 3. ---.1_ -_ - -- - - `v 0,10."x-ItdPIER RM - - OUTER ARM - - W .9��•+ Yd -1.07"1 ry o -(-)._-�}-, TYP. 1.000" • II II - -- ------- --1- a 14.375"(TOTAL WIDTH) `" `-' x.270 t"! -- _ �-- I (I w �w-. . 7 . STORM PANEL t {� F}--- G? I CAMEL BACK--.--------___ s, WALL BRACKET 0.740^ 0.500^ --� 0500^ 0.500^ -} -6.00'(COVERAGE) 9a LABELFOR USE WITH ARM LOCATION VARIES FOR N LOCATION ARRANGEMENT 6a ONLY ARM ARRANGEMENT g EXT. 2.00-16b SURFACE V�l •��jl m d ggg . (3.395" II II 3.000" m rn I I ---- Ipv �- 0MAX '08 .100" �' / 1 ---vi -7-3, E t R.210" o ' 1 MAX j ,S < `` L -- - -- ---------------- I Yl.Dl^� -1.07' j -1 R I 0.433' I m o 8.332"HALF PANEL 4.000" , -•-•-•--•---••------------------------ v g J ^'11 -----' r r_T is STORM PANEL If 9b H PIPE U WALL BRACKET LLMu'_, OUTER TUBE fNNERTUBE I in ;O�ITSIDE INSIDE lv�L OUTSIDE INSIDE WALL IAMB DIAM, DIM DIAM i TYP a-SERIES TUBESi x.000" 0.900'. 0:050' o.a7s" 0.775^ 0.050 2.213" b-SERIES TUBES 11.375^ 1.275- 0.050" 1.250" 1.00" 0.1251, Ij-2.062Y -} �' e 6 63" 0.075" ----2.2132""--� ARM SIZING SCHEDULE -�44 i --------------------------------------------------------- ' 062^- 0.075" HINGED PANELHEADER --- PANEL----------- ° e _ PR07ECI'lON FftOP1 V/ALL,P 1 4 WIDTH,L;5 3 0 4'-0" 5 5'•0" 5.6x-0" 5 7'-0,. S B'-0" 3 I 0.160" .. _ i-----dr---' c s I }-0.125" ! 53 0;__------- ----------- _ n $ i 2.765" - -- __ t3 a--- r --I-----�----T----., t -.. 0 090 '-............. 5-0' r J7 ...... ....• ea r - g •-� R 2.362" .i R.393" t 5 6-0 ,------- _..._.;._...F_---- g 6 I �z zn^ N -z 269^ �. 0.07 s o.oGS p _ ' ------------------ Pt r i ------- i 37 UNO I .< rr •��•-••T--"a---- 8 kiR TVm s I rn 0-6 _ , /7 •+ ,,., I y-p__}_...A._.... 4 ..i-----i ....t__._At___ COPtA'GNIPNOUIfEtlMOt7PRF58 12"\ r r • -_-_rr_-4-_ ____a;_r_.:r_ ...F`..._l % s• I 15-2348 00 676" .479" SCALE: - N' S lx-6ar PAE D=Rlmo 1.170" _ 2 BULLNOSE SILL 3 PANEL HINGE 5 HINGED PANEL JAMB ba SERIFS TS(TABLE 7) SERIES TU13FS(TABLE?) � ---- -- ----------- .______`NO xfY(lF�NNnR00,P.E. EXISTING STRUCTURE EXISTING STRUCTURE , FOR CONCRETE SUBSTRATE SELECT ANY P,TOP&BOTTOM) FOR CONCRETE SUBSTRATE SELECT ANY (TIP.TOP&BOTTOM) (TJ ANCHOR FROM CONCRETE ANCHOR ANCHOR FROM CONCRETE ANCHOR SCHEDULE Z,`4 X1(4<� x, , -- SCHEDULE(1 REQUIRED) / QYI. +.• �.. (2 REQUIRED) I P 'x' 3'4-20 THRU-BOLT S *`• ': FOR HOLLOW BLOCK SUBSTRATE SELECT FOR HOLLOW BLOCK SUBSTRATE SELECT FROM W/NUT •� FROM THE FOLLOWING ANCHORS: _\ ('BRACKET PASTENW •%<"PANELf4ATE WITH 3"MIN EDGE " r •THE FOLLOWING ANCHORS(2 REQUIRED): \ sY-I/ TO JAf4B WITH(2) 3 p x '•ii -) DISTANCE ; 'y •3'4"PANELhLM17E WITH 3"MIN EDGE j 1/4-20 RIV-NUTS Zt'r' N :o ! �"I •A"ALL POINTS SOLID SET WITH 2"MIM " DISTANCE v a Q EDGE DISTANCE •i/<"ALL POINTS SOLID SET WITH 2"MIN �i QIP• `iT/Y ,m L• >,- •Xia`7TW TRPCONS WITH 3Ya"MIN „. EDGE DISTANCE W _--------- r -U < EMBEOMENT AND 4"EDGE DISTANCE I _ _ (P •Y6 ITW TAPCONS WITH IY/"MIN ------- _ EXISTING EXISTING EMBEDMENT AND 4"EDGE DISTANCE _ EMBED./ EXTERIOR FOR WOOD SUBSTRATE SELECT ANY EMBED. ----- EXTERIOR '' rfJ f w=m x FINISH ANCHOR FROM WOOD ANCHOR SCHEDULE FINISH U^ Q 4 III ° EXCEPT THE WOOD BUSHING(I REQUIRED) FOR WOOD SUBSTRATE SELECT ANY ANCHOR _ ufl RI - BRACKET 9a BRACKEUb FROM WOOD ANCHOR SCHEDULE EXCEPT THE s m$w L. (ONLY FOR USE WITH REFER TO APPROPRIATE ANCHOR (ONLY FOR USE Willi WOOD BUSHING(2 REQUIRED) _ _ ( } - - -- -- - - - - - SECTION A•A.OPTION 1 I Z• 4 q�q ! i I SCHEDULE AND ANCHOR NOTES FDR-- ARM-ARRAGEMENT 66 - '------------- "'------ N O A u g AFM ARRAGEMENT baj ) - - _ .. I -W W -�w MS SS m ADDITIONAL INFORMATION REFER TO APPROPRIATE ANCHOR SCHEDULE AND ANCHOR NOTES FOR ADDITIONAL f/4-20 THRU-BOLT f U) a 3 y WALL BRACKET INFORMATION W/Nuri BRACKET FASTENED 70 f' W I '/ ANGLE WITH(3)It14 SMS, a -------------- -------1--ATTACI_tMENTS------ ------- ------- -- ---- — 2).1/4-20- I (2)1/4c20 MACHINE SCREWS,-- I f LL -- ---- - N.T.S. VERT SEC(' - RIV-NUTS_- OR(2)114-20 STUDS , 4 2"x3"xYe OR \• I I 2"x4"x3'4"ANGLE- 16 ________________ N EXISTING STRUCTURE 8'-8"MAX PROJECTION(P)------------ ----- ....(1)1/4-20 --- --- ----------------- w (TYP.TOP&BOTTOM) CI CONNECTION TYPE RIV-NUTS_/ •M1 EMBED ------- REFERENCE ANCHOR SECTION A-A(OPTION 21 SCHEDULE FOR MAX, � EXISTING STRUCTURE `m F-1 q M .� -3 3/4• EXISTING EXTERIOR FINISH _ {TIP.TOP&BOTTOM) �\ MAX POST EDGE DISTANCE 18" C1 CONNECTION TYPE `E s 4 EMBED. — REFFRENCE ANCHOR -� S 1 La FROM END OF EXTRUSION#2 SCHEDULE FOR MAX. g EDGE 2 EDGESPAC[NG. 3 u••f I DIST DIST. 3 REFER TO ARM SIZING SCHEDULE FOR 2 o p EXISTING' j 1/4-20 BOLT WJ _ _ i 3/4" SERIES a OR b ARM COMPONENT g f 1-- --------.. EXTERIOR NUT OR WINGNUT TS° 53 REQUIREMENTS RASED ON VARIOUS FINISH 4__- 4 1 La PROJECTION/LENGTH COMBINATION. S 2"x2"x0.090" A (OPTIONAL)2"x3"x3'e"OR 2"x4"4/4" ---------- ALUMINUM ANGLE ANGLE FASTENED TO JAMB WITH EACH SIDE Y4-20 THRU-BOLT NUT OR WINGNUT OF tI`1e�_ OF JAMB AND(1)AT SIDEAT BACK 2"x2"x0.062' , UY 00°41' A N I ALUMINUM POST I __- m I- �y /�'t_1J REFER TO WALL 0 MAX POST SPACING W-O" y '• BRACKET BRACKATTACJET —`� . FOR BRACKET TYPE MAX WIDTH 26'-0" 2"x2"x0.090" � ALUMINUM ANGIF I i /-'y4-20 THRU-80LT W/ 6' %4-20 7HRL!-BOLT y p�,,C� ! 1-P/12 MAX 'a EACH SIDE-` NUT OR WINGNUT C W/NUT � Y�\ 1` I (2)1/4"ALL-POINT 4`x /�// y o Wa/0 THRU-BOLT Y SOLID SET ANCHORS I •• ��"J< It $ , •+ PER ANGLE ' : I , -------� lJill .. _ 8'-0„MAX PROJECTION(P) g� R '� ,, -REFER TO WALL BRACKET ATTACHMENTS FOR cePrRlmRdrG.HEtwlxfowss EXISTING CONCRETE I BASE,MIN 33':"THICK, BRACKET TYPE AND ANCHORAGE,•.•.y t ••.1, °•, •'q, REQUIREMENTS REMOVABLE ANCHORS ONLY) 15-2348 MIN Cc 2,500 PSI EMBED. 4 �.. .<.. '�. SCALEt - .. PAG_DE6CIIIPRON: ALTERNATE 2 STOREFRONT MOUNT 3 BOTTOM MOUNT 7rK 4 A N.T.S. VERT SECT 4 N.T.S, VERT SECT a 2/18/2016 Florida Building Code Online rj fitf .` BCIS Home Log In User Registration i Hot Topics SubmIt Surcharge j Stats&Facts Publications 11FBCStaff BCISSite Map Links Search 4 Busine%Q Professional , PrOdUct/� royal JJ 1 PP USER: Public User Regulation 111MkSnflt4;ItRTFpAlIR7PM Product Aooroval Menu>Product or Aoolicatlon Search>Application List>Application Detail FL# FL13757-RS Application Type Revision Code Version 2014 Application Status Approved Comments I Archived Product Manufacturer Town and Country Industries, Address/Phone/Email 400 West McNab Road Ft. Lauderdale, FL 333091 (954)493-8551 tomj@tc-alum.com I 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 to"@tc-alum.com i Quality Assurance Representative Address/Phone/Email ,k^rF'r•1ito-,.,,. Category t,r.. 9 rY -•, SfiiitYersF1 Subcategoryis�?Acca Compliance Method Evaluation Report from a(Florida Registered Architect or a Licensed Florida Professional Engineer :e' Evaluation Report- HIardcopy Received Florida Engineer or Architect Name who developed the Frank L. Bennardo, P.E. Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation&Management Institute Quality Assurance Contract Expiration Date 12/31/2016 Validated By ORLANDO L. BLANCO, P.E. Validation Checklist-(Hardcopy Received Certificate of Independence FL13757 R5 COI Indep 21 pdf FL13757 RS COI Indep 3.odf FL13757 R5 COI Indeo pdf 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 I. Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13757 RS Eauiv Eauiv2 Ddf FL13757 R5 Eouiv Equivd3 pdf FL13757 R5 Equiv Equiv lodf http://www.floridabuilding.org/pr/pr_app dtl.aspx?pararrt=wGEVXQwtDq\gk7yHMuovbmRcEiVwSME9RsQolbbF°/`2f`/`2fn-ZrDFh7dHzWQ°/`3d°/`3d 1/2 2/18/2016 Florida Building Code Online Sections from the Code I Product Approval Method Method 1 Option D Date Submitted 04/21/2015 1 Date Validated 04/29/2015 Date Pending FBC Approval 05/06/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description i 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 115IQI Dwa.odf Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo, P.E. PE0046549 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports ^til. I Other:See installation drawings for allowable span/pressure FL13757 R5IAE Eval.Ddf combinations and additional limitations of use. Created by Independent Third Party: Yes E. ��;i3757,2 6.8 Streamline Shutter Large Missile Impact Resistant Accordion Shutter System ,. Lim'ts o Use Installation Instructions ApproVed for use in HVHZ:Yes FL13757 R5'11 Dwq 2:Ddf Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo, P.E. PE0046549 I Impact Resistant:Yes Created by Independent Third Party: Yes € Design Pressure: N/A Evaluation Reports E Other:See installation drawings for allowable span/pressure FL13757 R51AE Eval 2.Ddf combinations and additional limitations of use. Created by Independent Third Party: Yes i 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 R51 II Dwg 3.odf ( Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo PE-0046549 [[ Impact Resistant:Yes Created by Independent Third Party: Yes I Design Pressure: +110/-128 Evaluation Reports ! Other:See product drawing for additional information, FL13757 R51AE Eval 3.Ddf ! 1 anchorage, etc. Created by Independent Third Party: Yes I Oars[ r�t:xt. Contact Us:: 1940 North Monroe Street,Tallahassee F 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovriaht 2007-2013 State of Florida.::Privacy.Statement:i Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapterl'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 dick liere. Product Approval Accepts: 01 W f£Ct sccuritynts>rlttc� I I ; I http://vwvw.floridabuilding.org/pr/pr_app_dtl.aspx?pararr>=\&GEVXQvvtDq\gk7yHMuovbmRcE!VwSME9RsQOII bF%2f°/a2fmZrDFh7dHzwQ°/a3da/e3d 212 "6.8 STREAMLINE S H UTTER Ba RH�;O;P.F. ®pN -, GENERAL NOTES: FOR USE WITHIN AND OUTSIDE THE HVHZ �`� ,� 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING ? NO.46N CODE,FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE AND THE 3 INTERNATIONAL BUILDING CODE IBC))AND INTERNATIONAL RESIDENTIAL CODE( IRC).THIS SYSTEM UNLIMITED WIDTH $ 01 A �ry Qa MEETS MISSILE LEVEL"D"AND INCLUDES ESSENTIAL FACILITIES AS DEFINED IN ASTM E1996-09, SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. SECTION �$�O 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSUREC�fli E REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE L� �a i FLORITOP TRA DA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. _ 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E1886/E1996/E330, n� Q 0.' -- 4. DESIGN PRESSURES NOTED HEREIN ARE.BASED-ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 SAFETY FACTOR. 1!U� 5. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND W 'LUN 3 z ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL PLAN VIEW W N 3 CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. y3 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND Z!H o w E', LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. a 5 .o w• -7.- DETERMINE THE POSITIVE AND-NEGATIVE-DESIGN LOADS TO-USE-WHEN-REFERENCING THESE__- ______ _____ __tA w__ g DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0.85 SHALL BE USED. =a u^ B. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC n N SITE. S 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL w ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME a PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER O TM { 61G15-23 OF THE FLORIDA ADMINISTRATIVE CODE. a 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE O:o o CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR y a m VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM O m THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 09 B 11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVALIIItj DOCUMENTS. HURRICANE PROTECTION m< uu{{ 12. IL WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS,THE BUILDING. BOTTOM m f a OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED SIGNED,DATED AND TRACK SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE DEVIATION.ASA CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL. LOCKING MECHANISM,SEE E 3 13. EACH SHUTLTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM TYPICAL PLAN VIEWS o g INFORMATION; TOWN&COUNTRY INDUSTRIESg FORT LAUDERDALE FL \ TYPICAL ACCORDION MISSILE LEVEL D-ASTM E1886,E1996&E330 C \SHUTTER ELEVATION TAS 201,202&203 fl FLORIDA BUILDING CODE APPROVEDTABLE 2, 1 N.T.S. EXTERIOR ELEV 14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 15. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A MINIMUM SEPARATION FROM GLASS MINIMUM TENSILE STRENGTH OF 60 K.S.I.,U.O.N.POP RIVETS SHALL BE 1/4"0 OR 3/16"0 5052 ALUM.ALLOY. NON-HVHZ ESSENTIAL " 16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR HVHZ BOX LOCK AT CENTER OR SIDE CLOSURE. FACILITIES 17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. SHUTTER 9' 18. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS I� 19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". SPAN INST30'ABOVE >30'ABOVE 5 INSTALLATIONS >30'ABOVE 20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. N 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. GRADE GRADE GRADE GRADE F3 22. SHUTTER MAY BE INSTALLED WITH UP TO(2)ADDITIONAL BLADES OF SLACK. 23. SEALANT SHALL BE USED ON ANCHORS OR 7TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 72" 2-1/4" 1-518" 2-318" 1-518" 99" 3-1/2" 1-718" 3-518" 1-7/8" e 9 �+ TABLE 1: TABLE 1 NOTES: 120" 4-118" 2" 4-1/4" 1. DESIGN PRESSURES SHOWN IN"ACCORDION 144" 4-718" 2" V. 2° 5g ACCORDION SHUTTER SHUTTER SPAN SCHEDULE"ABOVE ARE TABLE 2 NOTES: tl 1e1 MAXIMUM ALLOWABLE DESIGN PRESSURES t tl j� SPAN SCHEDULE AT EACH RESPECTIVE SHUTTER SPAN. 1. HVHZ:DEFINED N D AS ALL LO COUNTY AND R THAN M COUNTY FLORIDA, WPYFOOR49LBERLNOOPE 2. (NTPT-HVHZ:DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADS COUNtt AND BROWARD COUNTY 2. LINEAR INTERPOLATION BETWEEN SHUTTER 'FCORT61�- POSITIVE NEGATIVE 15-2339 SHUTTER DESIGN DESIGN SPANS IS NOT PERMITTED.FOR SPANS 3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND _ SPAN PRESSURE PRESSURE BETWEEN THOSE INDICATED ABOVE,THE ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A SCALE. .s DESIGN PRESSURES FOR THE NEXT HIGHER MINIMUM SPAN OF AT LEAST 30". PAGE DESCRIMON. -_.PSF__-,_ (PSF) SPAN SHALL BE USED. 4. INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ WITH SPANS LESS THAN 30"SHALL _ _; -1002=-"1 HAVE 2-7/8"MINIMUM SEPARATION FROM GLASS WHEN 5 30'ABOVE GRADE,AND 1-5/8,WHEN>30' Ell _ _ ABOVE GRADE, -70- � --70 5. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN THOSE y,__120" 53 53 INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED. 6. SEPARATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM cul 144" 43 40 E1996-09, c 8 PROJECTION VARIES 2.974" 4.674"MAX. N/`/'''•,��, 0 0ry 0 0.080^ 0.062" 0.450" -0.125"' 1.708^ 0.100" 0. a *1.709" 0.100" 0.080" 0.063" •• prU n * •,'�' " _ 0.195" 0.096" 1 0.195" 0.060° �- -r 2.820" _ ,j; �p 0.070" 0.060" iv a m 0.630" 'i 0.630" 0.062" 1.908" � ••. a �/ o 0.630" 0.062° .a. 0.630" 0.062" ^i 1990314•� 0.096" ,'�' s' --1-"' - __i_ .069°"{ 4---0.971° �, I F0.971"•} 0.143" I //// 59B�a 7 -y--L -T�I^ 0 060" " 1. 70"•-f m " I/O 1�� 0.062" 00" r 'i 0.062° Lp,200" 0.0 0.630" 0.062' -ai Q Q 1.069" 1.069° 0.06°," 0 f1f u1 p 5.745"MAX. SUPPORT LEG OPTIONAL }-•1.069"-� 062" .I 1.069°-4 0.062" 0.200" W H 9 3z 5.745"MAX. Y y 3 0 Oj WALL O BUILD OUT WALL O3 STREAMLINE CEILING TRACK O STREAMLINE WALL TRACK O HEAVY HEADER/SILL O LITE HEADER/SILL SCALE:HALF SIZE SCALE.HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE •+� WHERE SHOWN,SCREW BOSSES Ici n &FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS m �0.�874"}-- e06 0,875" 2.195" 2,195" m I1.2N30" o" .655" -.6 3'.ajOI1.z29^-2 F1 O0.77v o-� oF�nc cMmiL z 0.105" 4.84"�1.069° I u¢ 4.510°0.105" 0.075" n 1 i . _5 U.044- 4.510" 0.0444.510" 10.994"-i o s 0.781° 0.07 4.510" -� BARE MTETAL W/0 PAINT IS 0.039" a IIESTED THICKNESS OF m Ii � Y�3.506"--� � 1Q ; O7 SILL Og SILL ADAPTER Og EXTENDED SILL 10 EXTENDED SILL ADAPTOR 11 ADJUSTABLE SILL BOTTOM13 6.8 STREAMLINE SLAT/BLADE rQ aLS g SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE.HALF SIZE SCALE:HALF SIZE . F F s H '1 1-0.1800.4"77° 0.080" 1.570* 0 510" 0.143" 1"43"� PA.,06P470- j 0.2 0. 0.5900.34DBO. �1.70 . fl 45 4.7s3° 0.115" S@ 0.090" dig4.510" 4! 0.096" 0.044" 0.227" 0.682"5;2.822" 0.630" 0.060"" (t 5 2339 PE �J 0.693" NOTE:THICKNESS OF BARE -1.fi25"•--� 0.420" Pq eoes�uPnoni METAL W/O PAINT IS 0.039" 15 6.8 STREAMLINE STACK 18 RADIUS CEILING HEADER/SILL 17 6.8 STARTER �g WALL SILL CLIP �gb WALL SILL SCALE.HALF SIZE SCALE.HALF SIZE SCALE:HALF SIZE SCALE.HALF SIZE SCALE:HALF SIZE w 99 C \\0 E001L[d9 p1�1////P.E. 1.950" 'U�ry {0.125" 0.610" STAINLESS STEEL •280"�I NYLON WASHER OR ASSEMBLY '4 I. "INSERTS ALUMINUM 0.357" T 0.320"0 HOLE x0.050" 1 `oma ��" 0.276" o !y.O °�o�w 0 x 2-3/4"410 HT S.S. p' o NYLON u REW W/TC ULTRACOTE0.880 0OS WHEEL iO 0•lATING TP TOP 8:BOTTOM 0.240" r NYLON BUSHING W/WASHER: �_ //iR �5"MAX TYP.AT EVERY OTHER 0.870"0.750" 7/16"0 x 1/2"@INTERIOR JOINT TOP 0.154"•-� 4137. / ' INSIDE JOINT ATTOP. 7/16°0 x 1"@ INTERIOR JOINT BOTTOM CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EXTERIOR 1 g ANGLE HOUSING-ZINC DICAST,POWDER COATED > SCALE,HALF SIZE_ _ __ 22 ROLLER ASSEMBLY 24 BUSHING ASSEMBLY DETAIL 26 BOX CENTER INSERT (' <g.'l ----- - -- - - - SCALE:.HALF-SIZE_ - NOTE;_ --MAY BE KEY OPERATED OUTSIDE _ _ - SCALE:HALF SIZE -=----- SCALE:HALF.SIZE-_----- - - C m:$-w - -" --- - - - - - OR KEY/THUMB TURN OPERATED INSIDE. _ - - -" - - - - - - Z -w - HO.2so" 23 BRASS PUSH LOCK W 3 Lu 5 q: SCALE:HALF SIZE W 3J 6 o uj tE -- R0.155" A0-.236" 7420.500" 710"0.623"0.790" 0.090" 0319" 0.531° 0.531° 0.064" m0.28°2.250" c 0.09 n 0.2 o o m `-6" 0.607" 0.607" rn t�- _01 sO.11B° �-0.224" 0.239" �-i n .n 0 m P e umi,tr' N �$9 0.060" 0.496" ..11-- -2.000° I 0.240" m rni Q ro 2.750° y 1.758"--T I 1r�, �.E e O m 27 RAINGUARD 2g DECORATIVE FLOOR TRACK 3.476" '7 0.240° O zm' 0.160 0.222^ SCALE:HALF SIZE SCALE:HALF SIZE 1.002 0.062" '1 r � C �- 0.062" 0.062° 0.176" `LTJ 30 UNIMATE LOCK 31 MALE BOX CENTER 32 FEMALE BOX CENTER `0 y SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZESa 8 1��`1lJJJ o 3� m $0.062" 3 o g C a� 5.500"x 13/16"WIDE --}0.400" �5 � 7/16"0 STAINLESS 'A '167 STEEL NUT �y t 30 7rc F 0.125" ^"' 0�38�1 M I I" 0.436" 8 L OTYP.° 5/16°0 INTERNAL S/IB STAINLESS v N�•� 0.121° i4.500" POWDER COATED,ZINC DIE-CAST THREAD HEAD STYLE VARIES - - SECTION A l.oso" DELTA MODEL 2022 36 T-LOCK ADAPTER 37 T-SCREW INSERT 38 THUMB SCREW _g INDUSTRIAL SYSTEMS (OPTIONAL) SCALE:FULL SIZE SCALE:FULL SIZE 'o 0.254- 40D 00b 00c u SCALE:HALF SIZE y 35 BOX LOCK 0.319 g SCALE:HALF SIZE .1- END STRIP 1" m �z.000°� 2" & 3" EXT a X1.625" lmo"- -Ir0.12s" 'jI�' 0.125" SCALE+ HALF SIZE TJO�.050" 0.093" _0.125° 222 m 0.085" 0.125" CMf81gRFNNIXLBEfBVAWPF. 0.093" ^ 15-2339 0.250" oo '°' 0.085" m • I Lu PAGE L PAGE DESCRIPTION; 7.000" O2X7 ANGLE 20 ALT. 1" END STRIP 21 1.5"0%0.093" ANGLE 25 2"x3"x0.125" ANGLE "9l 39 SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE.HALF SIZE 8 k 0414 ) Do E. ANY ANCHOR PER ANCHOR EDGE DIST. CCC 7"Ay��j�� SCHEDULE @,18^O.C. EXISTING DIST. ? ••�!/_ y :. GLAZING SEE END STRIP SCHEDULE FOR : o n N SPAN WHEN USI A .ANGE EMBED 20,40a,40b OR c, G r LEG D REC[TON N II 1/4" OR 6.8 STARTER •A �5f"+•1 EMBED. 17 (INTERIOR) 17 17 _ MAX. WITH 21 OR 25. '� '&ti 30 ANG E 0"x 1"HMIN.TO 2CK Tx 5LMAX, 21 25 UM. '' \�� EDGE (ANGLE LEG MAY BE REVERSED) DIST. g ANY ANCHOR PER ANCHOR (21 610X11 SCRELE WSACK W/ >a a CORN H 1[006 8 SBOTTOM' TARTER W/ g ¢W LL z 6 SCHEDULE @ 18'D.C. C 1.�1 _ _ #2 x 152::-'GALVANI QED OR _ _ c m§W_ _ 13 #12 x 1/2"GALVANIZED OR S.S.SMS, S.S.SM ,3/16 0 AL M.POP Z ,N.1 O 2i r 6.80"(TYP.) 30 3/16"0 ALUM.POP RIVET,OR 1/4-20 RIVET OR 1/4-20 MACHINE W w USE(1)BRASS PUSH LOCK OR(1) MACHINE BOLT&NUT @ 18"D.C. ALTERNATE END STRIP DETAIL BOLT&NUT @ 18"O.C. m rLK 3 WITH 6.8 STARTER AND ANGLE a g (EXTERIOR) 5/16.18UM8 SCREW INTO THREADED c w 2: m b ANY TRACK W/ INSERT 3 AT 1/3 SPAN TO 2/3 SPAN SCALE:3"=l'-0" O w• SCREW BOSSES. .-,O _ ____ __FROMBO._OMOFSHUTTER..RECEIVING__ —END:STRIP SCHEDULE--_ _--_--- _--_____-_ g TYPICAL PLAN VIEW HOLE SHALL BE 3/8"MAX WIDTH,UPTO PSF SPAN SCALE:3"=T-O" 1"HEIGHT. 1"010(2.7") 62 72 100" uni m ® 82 94° 1` USE S1)BRASS PUSH LOCK 1 2 80" OR(1 5/16-18 THUMB i 2 75" SCR EW IWO THREADED LOCKING DETAILS FOR 2"BIO(3.7'� 62 95" SEE END STRIP N INSERT(37) AT 1/3 SPAN CENTER MATES 72 88w SCHEDULE FOR MAX. w' 8 TO 2/3 AN FROM SHOWN ON RANDOM ® 02 z ry SPAN WHEN USING - m BOTTOM OF SHUTTER. 3 g/p q,7' 62 86" o a RECEIVING HOLE SHALL BE 30 DETATLS ( 7 72 79. p 20,40a,90b OR 40c, r i 3/8"MAX WIDTH,Up Tp 13 ® 2 7q• F, 1/4" Oft 6.6 STARTER N old G M 1"HEIGHT. 30 62 110" WITH 21 OR 25. O c-O P+ ALT.i"BIO ��o AX. §y ^5 (2.77 8 95 O Zm g 20 112 1" 40 40 USE APPROPRIATE -a a _ - _ 132 75" 40 20 STARTER STRIP TO E 1.5"x3" 45 93" PROVIDE CLOSURE � FF(�--- $ 13 x0.093" 57 83" BUL DING CONDITIONS. $ 3 sl 60 81= O 84 78" FASTEN STARTER STRIP (INSIDE) 7 -73- TO TRACK W/(2)#10x1" m 2'k3" 45 139" SCREWS AT CORNER.TOP xo.125° Sz 129' ALTERNATE END STRIP DETAIL 8 BOTTOM. O za 57 123" ANT TMACK W/SCREW 19 yq�0 80 120" SCALE:3"=1'-0" BOSSES. 111" 7 1 9" Wp SILL I FOR GREATER SPANS OR LOADS THAN Q I SHOWN IN END STRIP SCHEDULE,END a STRIPS REQUIRE A I"X1'.090"C WANGLE (/) MID SPAN USINGANY ANCHOR ONTHE EXISTING GLASS a OANCHOR SCHEDULE&#14x3/4'TFK 'gb `+ 13 SCREW OR I/4-20 BOLTTO END STRIP. E� j 30 o n USE'I(11 BRASS PUSH LOCK INSIDE f3 ' OR(1�15/B76A1B THUMBLOCK 13F� 5CREV1160 THREADED ( ) N I SCREW I 0 THREADED 30 dF INSERT 37 AT 1/3 SPAN SILL 7775l � .' I IL..x.i-ail INSERT AT 1/3 SPAN z W g TO 2/3 AN FROM TO 2/3 N FROM (OUTSIDE) g,n D. BOTTOM OF SHUTTER E 5 BOTTOM OF SHUTTER. RECEIVING HOLE SHALL BE Ir 3/8"MAX WIDTH,UP T flow 1"HEIGHT. 23 s e CC1 O TYPICAL OUTSIDE CORNER CLOSURE s 30 DETAILS WO/CORNER POST - - - —- 1011 � R NTS 13 30 0OPiRGI1fFlMLB"`U OOP.E 13 31 215 19 3 (OUTSIDE) 15-2339 SILL USE(1)BOX LOCK AT 1/3 SCALE, - 's SPAN TO 2/3 SPAN FROM PAGE DESCRIPTION: w BOTTOM OF SHUTTER ' TYPICAL INSIDE CORNER CLOSURE CC2 MULTIPLE SHUTTER ASSEMBLY DETAILS WO/CORNER POST g�fp SCALE:3"=T-0" d a a Cl CONNECTION TYPE �" Pgon N �h REFERENCE ANCHOR EXISTING HOST SCHEDULE FOR MAX. STRUCTURE ry SPACING '••��F Il /O 5' i Cl CONNECTION TYPE1/4-20 MACHINE BOLT \ REFERENCE ANCHOR 1/2" W/NUT @ 12"O.C.OR / \ SCHEDULE FOR MAX. ® #14 SMS @ 6"O.C. *' , SPACING 112" (TYP.TOP&BOTTOM) 2 FASTENERS ALUM. TUBE 6063-T6 ALLOYd1� EACH ANGLE I ~ �i �� SEE TABLE A FOR SIZE. a a S ORR 660R/ Z ij�// �1i��.� 4 I ALTERNATE THRU BOLT �� _ 1"x 2"x 1/8" 01 CONNECTION TYPE p w u V X W OR 2 x 2"x 1/6" w >Q W ALUM ANGLE o y _ REFERENCE ANCHOR W Uf Q ul L9 o SPACING PER.: -_ __ _- -_ --- _ _ ___-lt-•. N __ _- tt0� FOR MAX SEPARATION 13 z Q= .., .I. 771 _ - PER TABLE2 _ _ _ 'QQ --- - -N-� W-� q - THREE 3/16"0 ALUM. - - - -r I I � �' � � � N J T� POP RIVETS OR I I I GLASS 77tr�� X 0.p- W w THREE#12 SMS,TYP. 0 77 OR DOOR—II 10 F ' 3/16"0 ALUM.POP <=w Nm x -_ ---- TABLE A.(CC3)----=- - — ---=17 CRmIVET OR.#12 SMS -- - --_ \r ----// ----'__—.=AC RNq/E\�-= - ----- 50 OR— - XZp=--`- ----- ,�4 Cl _111.O C g PRESSURE VS ALLOWABLE LENGTH __I/ w r� ~\�0� 0111 2°x2'49/' 3"x3"xl 8° MAY USE MALE OR L3 M PSF No B/0 No B16 FEMALE LOCK-SLAT w p 62 130" 188" 13 ALTERNATE THRU BOLT I 1/4"MAX.FROM PIN ") 72 124" 179" C5 CONNECTION TYPE Cl CONNECTION TYPE GUIDE TO BUSHING CC3 TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR REFERENCE ANCHOR r�-1 WASHER(TYP.) Why 82 119" 172" NTS SCHEDULE FOR MAX, SCHEDULE FOR MAX. d 92 114" 165" SPACING I' I L _J� 14x3/4"SMS @ 9"O.C. Fa o 102 110" 160" -- ANGLE TO TUBE CONNECTION 1�7=a pr Sz0 104^ 147' 2" 2"x 125" pv oC i6 150 97" 131• TABLE B(CGI) EXISTING HOST EMBED. 603-T6 ALUM.TUBE O Z'� 01 200 88" 114" PRESSURE VS ALLOWABLE LENGTH STRUCTURE 5 CONNECTION TYPE v` LLJ r EDGE DISTANCE REFERENCE ANCHOR PSF WITH B/O 13 WITH B/0 SPACING SCHEDULE FOR MAX. 62 113" 166" AT 72 107" 157" ENER @ 18"D.C. O ALTERNATE BUILD OUT MOUNT SECTION 5 (USE ANY ANCHOR SHOWN Cb a 62 101° 147" IN ANCHOR SCHEDULE). SCALE 3"=7'-0" �a�ggl 92 95" 139" 8f 102 90" 132° � 120 83° 122" 6 150 74" 109" - 200 6q• g4, W 2 x 2 x 13 I- m:3 3/16 RIVET OR#12 SMS .090"6063-T6 ALUM.TUBE TYP. y F w EPARA'n0N = a z o @ 18"O.C. OR (TYP. 17 L F PER TABLE IA O1A� NUT&BOLT(TYP.). a 3/16"�ALUM.POP 2 pZy e RIVET OR#12 SMS GLASS ALUM. TUBE E g OR DOOR Q a Q F 6063-T6 ALLOY @ 18"O.C.(TYP.) Y a .E SEE TABLE B FOR SIZE. 2"x S"x 1/B" u �ut 2 FASTENERS x CONTINUOUS R EACH ANGLE ALUMINUM ANGLE m 1"x 2"x.093"6063-T6 OPTIONAL ANGLE INSIDE ALUM.ANGLE,TYP. THREE 3/16"0 ALUM. 17 ORIENTATION TYP. 17 0 3 1685 0 POP RIVETS OR w� 6 17 THREE#12 SMS,TYP. w a g 0 1"x 2"x 1/B" 4 CONNECTION TYPE gg 4 OR2"x2"x1/8" L4 ALUM.ANGLE EOG T- REFERENCE ANCHOR �gge > 13 0 SCHEDULE FOR MAX. A , USE MALE OR FEMALE SPACING COPYRIGIRFNlKLBEKM=PE LOCK-SLAT EXISTING CONCRETE, S5'Z339 13 13 BLOCK OR WOOD FRAMING (OUTSIDE) EE INSIDE SILL MOUNT SECTION PA E OESCRIF"ONI #12 x 1/2"GALVANIZED SCALE:3"=1'=0" OR S.S.SMS,3/16"O ALUM. CC4 TYPICAL CORNER CLOSURE DETAILS POP RIVET,OR 1/4-20 SIDE CLOSURE OPTIONS NTS MACHINE BOLT&NUT SCALE,3"=V-0" 6 @ 18"O.C. C5 CONNECTION TYPE 1l 46N/v��Ith/ REFERENCE ANCHOR EXISTING iti•, 'gip �i ❑> SPACNGE FOR MAX. STRUCTURE o w^ 5"MAX. 1/4-20 MACHINE BOLT �4 /- GLASS GLASS w Cl CONNECTION TYPE , OR DOOR Ou w} OR DOOR w w -I REFERENCE AN 19 W/NUT @ 12"O.C.OR u In f w ❑ SCHEDULE FOR MAX. #14 SMS @ 6"O.C. *•, Q z~ N=w w SPACING /2•• (TYP.TOP 8,BOTTOM] z 0c, MN 13 ❑= xJ n�C� :. MK 13 I/!w d w GLASS =f �+m /2" •• �1olrn 4` 1/4"-20 THRU BOLT W/ GLASS X N w m EPARATI w 12 w Q �• ` •' �Y LOCK NUT @ 12"O.C.OR EPARATI F w Q #14 x 1/2"SMS @ 12"O.C. PER X w�z r Ili F 12 x 1/2"SMS 12"O.C.E.S. PER I-I- OR 3/16"0 ALUM.POP TABLE 2 z u❑n p ul 5 OR OR 3/16"O ALUM,POP TABLE z j RIVETS @ 6"O.C. OR 1/4"H M w o 80R�6 w ALUM.POP RIVETS @ 12"O.C. Q x RIVETS @ 6"D.C. E.S. \ �x w ui R 1/4"0 ALUM.POP RIVETS / m 11 AND 3O MR GLASS t~- r�1n1 Q IP 12' O.C.E.S._ ASSEMBLY 1/4"MAX M PIN SEPARATION I_ >> Z Z LL o 1/4"MAX.FROM PIN _ _ _ __ ____ 13__I- y.m __ _ ____ __ _ --.- ____ __ __ 1/2"-TYP.- B G___ _ -PER TABLE2 - - ~m x.❑�=___ _ W_ O9 AND OO - GUIDE TO BUSHING WAS _ p www W Nw_ ASSEMBLY WASHER(TYP.) m GLASS a x z u m •'-�ro u z / 1/2" 1/2"TYP. EXISTING CONCRETE, E 3 ONN E OR DOOR— ❑m Q 3 ^3 s� W BLOCK OR WOOD FRAMING "' EOGE F C NCHOR ¢z ¢~ 0 w U., / lk� 4 CONNECTION TYPE DI . s PAC[ FOR MAX. E $ to =— - --- -- -- - -- , _REFERENCE-ANCHOR-- - - --- - — PA — - - - — -- - -_-- --—_ — --a---- - - /-- - EDGE- SCHEDULE FOR MAX. / DIST. SPACING AS SHOWN w L-C3 CONNECTION TYPE IN DIAGRAM ON PG.9 p !AA 5 0 6 OR REFERENCE ANCHOR EXISTING CONCRETE, w 9380 6 SCHEDULE FOR MAX. BLOCK OR WOOD FRAMING4"MAX.FROM PIN U / \ SPACING.ALT.FASTENER /2'C1 C1/ 8g / \ LOCATION.FRONT AND RE EORENCE ANC OR 1/ WASHER(TYGUIDE TO P.) m k G ROM BACK ANCHORS NOT REQ'D O INSIDE MOUNT SECTION SCHEDULE FOR MA 1/4"MAX.FX. 19 w d u PIN GUIDE TO WITH THIS LOCATION SCALE.3 1'-0" SPACINGO K o' 5 CONNECTION TYPE m BUSHING WASHER O INSIDE MOUNT SECTION REFERENCE ANCHOR �~� c (TYPO SCHEDULE FOR MAX. m SCALE,3 T-0" p p m EXISTING CONCRETE, SPACING pb � / BLOCK OR WOOD FRAMI EMBED. O zm m EXISTING CONCRETE, BUILD OUT MOUNT SECTION TYP. BOTTOM SCALE:3"=V-0" BLOCK OR WOOD FRAMING oC ❑ 33 NOTE:FOR DETAILS A.B.D.AND E ON THIS SHEET EDGE IST -`-EXISTING THE BASE TRACK MAY BE INSTALLED IN SECTIONS' 4 CONNECTION TYPE EMB STRQSTURE WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS REFERENCE ANCHOR i�. 5'CONNECTION TYPE SCHEDULE FOR MAX, v LL C>REEERENCE ANCHOR o A MINIMUM OF TWO SETS OF ANCHORS AND IS A m E SPACING SCHEDULE FOR MAX. O MINIMUM OF 12"LONG.THE SILL OR CEILING TRACK w 'S USED WITH THE BASE TRACK MUST BE CONTINUOUS SPACING ry OVER THE GAPS BETWEEN SECTIONS. 3 16 1/2 R 2 - R w ww, � w I-w W ❑ S GLASS w I-j O: OR ODOR GM SS 13 F- x w' o a OggJ w #12 x 1/2"SMS @ 12" EPARATI p (n w w w» 6 O.C.OR 3/16"0 ALUM. PER a o w m II 13 f In x❑- Fw..w�7 POP RIVETS @6"D.C. TABLE2 pZF GLASS OR zx,wj 5ggq S Fin 1: X MN.GLA xxZu m w w DR 1/4"0 ALUM,Pop Q o Q DOOR X F-p N m 13 MR GLASSx x I u RIVETS @ 12"D.C.--_ E u a PER TABLE Z p SEPARATION NZ-~p to u y Q w x< PER TABLE 2 X m z~ O7 AND I S u N u 1/4-20 S.S.MACHINE Q u Q 1/4"MAX.FROM PIN u - SCREW&NUT @ S u N ASSEMBLY 1/2„ 1/2" GUIDE TO BUSHING Q " a` 12"O.C. P. WASHER(TYP.) wF GLSS u _ OR DOOR 1/4"MAX.FROM PIN m w o 7/4"MAX.FROM PIN ' X E 4 CONNECTION TYPE 1/2" GUIDE TO BUSHING $ GUIDE TO BUSHING S iv y WASHER(TYP.) w EDGE REFERENCE ANCHOR ___...=04-_ WASHER(TYP.) - e < 5 6, EXISTING CONCRETE, DIST. SCHEDULE FOR MAX. : =1=, '._� �PYWGUfFWk(LBE1A'PAIXIPE a{ m BLOCK OR WOOD EXISTING CONCRETE, SPACING AS SHOWN '�` 2rCONNECTION TYPE 15-2339 FRAMING 4 CONNECTION TYPE IN DIAGRAM ON PG.9 � �'-`PREFERENCE ANCHOR _ OR BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX. SCALE: •• SCHEDULE FOR MAX. SPACING PAGE OESCRIMONI x 3"x 1/4"CONT. 3 CONNECTION TYPE #12 x 1/2"SMS @ 12" SPACING.ALT.FASTENER 063-T6 ALUM.ANGLE REFERENCE ANCHOR D.C.OR 3/16"0 ALUM. LOCATION.FRONT AND EXISTING CONCRETE, MAY BE REVERSED SCHEDULE FOR MAX. POP RIVETS @ 6"O.C. BACK ANCHORS NOT REQ'D BLOCK OR WOOD FRAMING _ �9 S SHOWN DASHED) SPACING OR 1/4"0 ALUM.POP WITH THIS LOCATION " RIVETS WALL MOUNT SECTION @ 12"D.C. CEILING / INSIDE MOUNT SECTION DO OE O.`WALK/BUILD_FOUT g SCALE:3 1'-0" SCALE:3 1'-0" S SCALE:3 1''0"� MN GLASS IYI ROO,P.E. OON Z R DOOR PER TABLCLASS _ E 2 13po `1 /'// pw r w0m GLASS OR ••,1,;• ,�•1�t7 _ F o DOOR '<Z GLASS OR 0' Lq w 0. DOOR MR GLASS X w L4 SEPARATION *: p . z a 2 o: MN GLASS w PER TABLE 2 .�Of•, SFa"W"I s F fw SEPARATION r m W w��rO'•• e Z PER TABLE 2 F, w F w l~-m yy tA V1 wow LLa I3 7: < w I_ ._.. _J _ 1 _V4 - - �.uo.Q ._.. _ _ CONNECTION-TYPE .. - a .w o a.. - r m�-Z' _ 13 _ -- - F - Ct -- w. _- - 1/4"MAX.FROM PIN GUIDE - - - u - REFERENCE ANCHOR - z W n 9 3 m I TO BUSHING WASHER(TYP.) 2B a w SCHEDULE FOR MAX. as TWO 1/4'0 WOOD SPACING LAG SCREWS @ 24' �--C4 CONNECTION TYPE .250" O.C.MAX WITH 2" - __ THREADED PENETRATION REFERENCE ANCHOR p - -cTINTO-CENTER-OF 2X STUDS ---_---—-------_ ----— _-�- - — — -SCHEDULE-FOR MAX.-- " -- ---- -----__ _ __-- ---- ___ _ _.---------- - - - -- - - - -- a .- fSPACING gS EMB."T' 14 SMS @ MIDSPAN BETWEEN /f S E /w STUDS FOR TRACK TO 1"x 4" / EXISTING HOST STRUCTURE m PLYWOOD& TUBE CONNECTION Ri STUCCO FINIS 1"x 4"x.125" 6063-T6 ALUM.TUBE 8 THIS DETAIL TO BE USED WHEN STUD SPACING O DECORATIVE FLOOR TRACK DETAIL Op WALL MOUNT SILL DETAIL t�- 6 A SCALE:3"=1'-0" SCALE.3"=1'-0" �-$ d EXCEEDS THE MAX.ALLOWABLE NCHOR SPACING. in om OWALL MOUNT SECTION THIS DETAIL MAY SCALE:3"=V-0" ALSO BE USED z AT TOP O m<m axu S a � � g ACCORDION SHUTTER16 tt 3 g PER PRODUCE APPROVAL -GLASS hw- o a-ai P- ' MR GLASS SEPARATION OR DOOR 13 in w " PER TABLE = tt EXISTING WOOD(G=0.421 �o c « APPLICABLE AT TOP Z w H AND/OR BOTTOM C Qa z a 24"MAX.O.C. TRUSS OR RAFTER JC @ a n 2"OR 3" F N F w EXISTING FINISH MATERIAL i i g1/2"MIN.- 5 6 1/4"MAX.FROM PIN GUIDE 2"x 5"x 1/8"6063-T6 :: tt •I w o'"� ? TO BUSHING WASHER(TYP.) ALUM.ANGLE W/THREE " 2.175" V 6 2"x 3"x)¢"x CONTINUOUS OR (� 0 3 1/4"TILE(TYP.) 1/4" WOOD LAG w s 2"x 2"x Yd'x CONTINUOUS IV 1FINISH MATERIAL SCREWS WITH 2-3/4" q S� d 6061-T6 ALUMINUM ANGLE MINIMUM THREADED 3/4"PLYWOOD PENETR."T"IN WOOD C. 5 6 0.9"MIN.THICK 6061-T6 ALUM TRACK X --1/4"0 A325 GRADE THRU BOLT @ 7"O.C. EACH RAFTER OF TRUSS, �+ FASTENED TO ANGLE WITH 1/4-20 ggggp ANGLE FASTENED TO E r OR 5/16"0 A325 GRADE THRU BOLT @ 12"O.C. 24"O.C.MAX.WHERE � 9 MACHINE SCREWS AT 3"FROM ENDS ALV.OR S.S. is 9 EXISTING 3 KSI CONCRETE -' ANGLE EXTENDS BEYOND 4 HOST STRUCTURE WITH AND I"O.C.FOR THE BALANCE LAST TRUSS MORE THAN ¢ s 5 1/4"0 ELCO ULTRACON TO CONCRETE/CMU Y4"0 ELCO ULTRACONS AT EXISTING CONCRETE HOST k 5"O.C.W/1-1/4"MIN.EMB. 6", EXTEND ANGLE TO w 3 g3"FROM ENDS AND 4"O.C. 2-1/2"MIN• STRUCTURE 3000 PSI MINv NEXT TRUSS. w w FOR BALANCE WITH 1Y4' ( ) MN.EMB. IN WOODESG--@0.42.TO 0.55.7/8 w w w S MIN EMBEDMENT AND 2Yi' MAX.DESIGN LOAD AT T-O"MAX SPAN: EXISTING CONCRETE, 13 == x--: �e MIN EDGE DISTANCE, 162 P.S.F. HOLLOW BLOCK OR s• w~i u m STAGGERED WITH 3"MIN. L7- a COPfHN�Y FR4KLumIJVp pz MAX.DESIGN LOAD AT 6'-0"MAX SPAN: WOOD FRAMING.SEE I` 2"x 5"x 1/B"CONT. z z(- SPACING,TYP. t 52 P.S.F. ANCHOR SCHED. ALUM.ANGLE(6063-T61 ¢w o a 15-2339 s OBUILDOUT MOUNT BASED ON TYPE OF _ HO STRUCTURE w PAGE SCALE:NTS (MAX.DESIGN LOAD:72 P.S,F.) a PAG�OFSCWP7ION3 F Hb PASS THRU DETAIL O TRUSS MOUNT SECTION SCALE:3"-1'-0" K SCALE:3"=1'-0" a `BUJ DO,P.E. p11"o 12"MIN FROM EDGE OF ACCORDION - EXISTINGSTRUCTURE ALT.LEG DIRECTIONEMBED IN 4'ALL POINTS CONCRETE HOLLOW BLOCK,3"MINIMUM D SET ANCHORS WITH 7/8-MEN \ D 9�///////�ii� ROUND WINDOW EDGE OF SHUTTER, SHUTTER BLADES ASSEMBLY 1/2" SPACING,AND 3"MINIMUM EDGE DISTANCE .T /°.�• ',7 TOP OR BOTTOM ,I AX (2)6063-T6 ALUMINUM _ ANGLES PER BEAM END,SIZE No •° PER SPAN TUBE SCHEDULE ,k EMBED. SPAN TUBE PER ACCESS HOLE DESIGN SCHEDULE ;Q 1/4-20 MACHINE BOLT W/NUT @Q•"• (�� EDGE OF ACCORDION w z i _ 3.5"MIN SHUTTER BLADES g a 12"O.0 OR#14 x 3/4"SMS 6"O,C. /'CSC' „ ``� TYPICAL m - 1/2"MAX.5 6 //I ;81 \ 3"MIN " 'y Q Q EDGE z 2.87570 HOLE(TO RECEIVE.-__ . .____._ ._.- __._._ - _____._.-_-. __._.._- _.._ __ __.____ .. ___.____._ _ _____ _____._ DISTANCE _ ___.__ _ ___.__ _ __ u� r ____-__-_ __ r.ms z s_w 3 16 ROUND WINDOW-ASSEMBLY) - - - - - _ _ p- MIN:GLASS _ 13 w o .,-� 3 U MAXIMUM OF 3 WINDOWS EXISTING A SEPARATION fC-p o w 3 m PER EVERY OTHER BLADE GLASSDOOR =o w N r 3 i LIGHT WINDOW Nu� ptu g 3°MIN ¢ epi Cl --P:---- F EDGE - 1/2�,MAX------- - - w zd - N.T.S. EXTERIOR ELEV k0 DISTANC _ _ _ N:N zm. 5 6 ci O O 0 3 16 1/4"MAX.FROM PIN GUIDE M I ao z TO BUSHING WASHER TYP. M w~ in a ACCESS 1/4-20 MACHINE BOLT W/NUT @ w 1/2" HOLE 12"0.0 OR#14 x 3/4"SMS 6"O.C. y 2.875"0 HOLE TO SPAN TUBE PERw 5 RECEIVE ROUND EMBED. DESIGN SCHEDULE ##11 e WINDOW ASSEMBLY .I 1/2" (2)6063-TG ALUMINUM I- o bg AX. ANGLES PER BEAM END,SIZE 'me o¢m A EXISTING PER SPAN TUBE SCHEDULE pa K[j HOST 1/4"0 THRU BOLTS SEE BEAM O Z m STRUCTURE-/ SCHEDULE FOR REQUIRED NUMBERS c U 1/4"ALL POINTS SOLID SET ANCHORS WITH 7/8"MIN m E e' HOLLOW BLOCK 3"MINIMUM EMBED IN CONCRETE OR 0.125" 0.225' SPACING,AND 3"MINIMUM EDGE DISTABICE E j = 0.032" 0.032" MAX.DESIGN LOAD=f 72 PSF o o S ��-- r3"), SPAN TUBE SECTION `� e 0.196" N.T,S. VERT SECTION .c b 4S" F \ SPAN TUBE SCHEDULE ALLOWABLE TUBE NUMBER OF NUMBER OFMINIMUM ANGLE LL ANCHORS PER TUBE SHUTTER SPAN THRU-BOLTS LENGTH ROUND SIZE SPAN ANGLE g I E S WINDOW TOP,. BOTTOM TOP BOTTOM TOP BOTTOM TOP BOTTOM ` n a ASSEMBLY TUBE TUBE TUBE TUBE TUBE TUBE TUBE TUBE }} - B 6D" 123.6" 135.7' 2 2 2 _ 3 4' 7" 7k5'k 0.125" 96" -101.7 106.9" 2 2 3 3 7° 7" pp5pi 9a Si 123" 09.91 94.4" 2 2 3 3 7° 7" \ I 60" 129.1• 157.0" 2 2 2 3 4" 7" 7ke'k c 0.125' 96" 114.6" 124.1" 2 2 3 3 7° 7" @ 123" 102.8° 109.6" 2 2 4 4 10" 10" E4 60" 138.0' 198.8" 2 2 3 3 __T- A 7'xe'k 02.875" 03.250" 0.180 0.125" 96" 122.7' 155.7' 2 2 3 4 7" 10" ' 123" 115A' 137.5" 2 3 4 6 ---10" 13" a a 60' 156.1° 240.0" 2 2 3 4 7"_ _ 10" nl � 2°x875. °.1875 80" 140.6• 229.9" 2 3 4 6 ISBN 29 LIGHT-N-VIEW WINDOW \� / 123" 132.2' 203.1" 3 4 5 7 13" 19. WPIBI6MFINWLBBll1MD0P. Ll N.T.S. SABIC PLASTICS SLX1431T-UL-94HB / SPAN TUBE SCHEDULE NOTES: S x3'xl 4 O "x5"x1 9°ANGLES FOR 2"x5•&2"x6"BEAMS. 15-2339 2. USE 2"x5"xl/4°ANGLES FOR 2"x8"&2"x10"BEAMS. SCALE; - 3. USE BEAM SCHEDULE FOR DETAIL 3/8. PAGE DESCRIMOR: 4. TOP&BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER CONNECTION DETAILS.WHERE USED TOGETHER,BEAM MUST BE LIMITED TO TOP BEAM SPANS. 5. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND 2 BLADE W/ ROUND WINDOW BELOW THE BEAM.MID-SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS, 9 ANCHORS,ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OFTHE SPANS rl '^ 8 N.T.S. . EXTERIOR ELEV ABOVE AND BELOW THE BEAM.' O r 6. LAP BEAMS ARE NOT ALLOWED. 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. O ANCHOR SCHEDULE: CONCRETE 2.5"MIN EDGE DISTANCE i Spans Up To 6'-0" S ans U To 8'-" Spans Up 7a 12'-0" •,��,/i1 �7. 5 I LOAD CONN TYPE CONN TYPE • - "• o ANCHOR x C2 C3 I C4 I CS Cl 172 C3 C4 Cl C2 C3 C4 C5 1 i• 1/4"ITW 7APCON OR 43 16.0"16.0"15.0"I6.0"16.0"16.0"16.0" 9.0" 13.0"116.6"16.0" 9.5" 5.5" 8.5" 14,5" ; ULTRACON WITH 1-3/4° _53 16.0 5'10. 14.5"16.0"16,0"12.0" 7.0" 10.5"16.0"15.0" 5.v 4.5" 7.5" 10.5" �•• f1FN m�• EMBED(3192psi MIN CONC) 62 16.0"16.0" 8.5" 12.5"16.0"16.0" 9_5" 5.5_' 8.5" 15.0"15.0•' 7.5" 4.5" 7,5' 10.5" 'O aq! �,`_ 70_16,0"13.0•' 7.07' 11A"16A"15.5'• COO; _5,0" 7,5" 11.5"15.0" 7.5" 4.5" 7.5" 10.5" 7 / B COMBINATION � M 1/4°MILLENI UMMiLLFAST 14 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" 2 x S ITYP. g / 10 COMBINATION y�/� WITH 1-3/4"EMBED(3275ps1 53 16.0"[16.0"11.0"15.0"16.0"16.0"11.0" 7.0" 10.5"16.0"113.5" 7.0" 4.5" 7.5" 9_5" MIN CONCRETE) 62 O d 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" fT )V LL�f 70 16,0"12,0" 7,0" 11.0"16.0"14.0" 7.0" 4.5" 8.0" 10.5"13.5" 7.0" 4.5'_ 7.5" 9.5" 'n 4L Q6 U. O 100 13.5" 7.0" 4.5" 7.5" 9.5" 13.5" 7.0" 4.5" 7.5" 9.5" 13.5" 7.0g____ " 9.5" y UI_ W1/4°ELCO CRETEFLEX 554 43 16.0"16.0"16.0"16.0"16.0"16.0"16.0"13.5"16.0"16.0"16.0"12. .0"160" - _ - - -. 1 x S TYP.) 2 x S TYP, z -1LiW/2"EMBED(3350ps1 MIN 53 16.0"16.0"16.0"16.0"16.0"16.0"16.0"10.0"15.5"16.0"16.0"10. 0"14.0" W WCONC 62 16.0"16.0"12.5"16.0"16.0"16.0"12.5" 8.0" 13,0"16.0"16.0"10. 0"14.0"70 16.0"16.0"10.5'16.0"16.0"16.0"10.5" To. 1L5"15.0"16,0"10. 0"14.0" N ceL00 16.0"10.0" 6.5" I1.0"14.0"16.0"10.0" 6.5" 11.0"14.0"I6.0"10. 0"14.0" Q g 1"MIN EDGE DISTANCE NOTE:_"S"_INDICATES_ANCHORSCHEDULE_SPACING: - - - --- - ------ -------- --- - - -- - - ---- - - - ---- - ------- - ----- . -a _ 1 Cl C2 C3 C4 CS Cl C2 C3 5.5 cs cl cz c3 c4 cs SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE: 1/4"ITW TAPCON OR ELCO •43 16.0"16.0" 7.5" 8.0" 16.0"16.0"16.0" 5.0" 5.5" Sfi.0"16.0" 9.0" 3.0" 4,0" 14,0" - C2 CONNECTION TYPE USING PIECE ©D WITH OUTSIDE w ULTRACON WITH I-3/4" 53 16.0"16.0" S.5" 6.5" 16.0"16.0"12.0" 4.5" 16.0"14.5" 7.5" 10.0" ANCHORS ONLY '^ EMBED(3192p1 MIN CONC) 6216 0"15.5" 4_5" 5.5" 16.0"16.0" 9.0•' 4.0" 14.5"14.5" 7.5" 10,0" - C4 CONNECTION TYPE USING PIECE Q8 WITH _70_16.0"12_5" 4.0" 5.0" 16.0"15.0" 7.5" 11.0"14.5" 7.5"/ 10.0" OUTSIDE ANCHORS ONLY 7.5".� 0.0"14.5" 10.0"14.5" 7.5" 10.0" _.._. 1J4"MILLENIUM MILLFAST 43 16.0"16:0"11.0"13.5"16.0"16_0"13_0" 6.5" 9.5" 16.0"13.0" 7.0" 4.0" 6.5" 10.5" v1�� WITH 1-3/4"EMBED(3275ps1 53 16_0" 16.0" 6.0" Ll_0"16_0"16.0" 9.0" 5.0" 7.5" 16.0"10_5" 5.5" S.S" 7.5" ANCHOR NOTES: W 8 d �� A MIN CONCRETE) 62 16.0"11,5" 6,0" 9,0" 16.0"13.5" 7.0" 4.0" 6.5" 11.01,10.5" 5.5" S.5" 7.5" 1. SPANS AND.LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING F•a v m 70 16.0" 9.5" 5.5" 8,0" 16.0"11.5" 5.5" 5.5" 8.5" 10.5" 5.5" 5.5" 7.5" ul ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE u 100 10.5' S.5" 5.5" 7.5" 10.5" 5.5" 5.5" 7.5" 10.5" 5.5" 5.5" 7.5" LIMITED TO THOSE SHOWN IN TABLE 1(Pg 1). °K nl x 1/4"ALL-POINTS SOLID-SET 1-1/4"MIN EDGE DISTANCE Z 9 m UO z. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, u ANCHOR W/7/8°EMBED& Cl C2 C3 C4 CS CI C2 C3 C4 CS Cl C2 C3 C4 CS ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR C , u a 1/4-2D SS MACHINE SCREW 43 16.0"16.0" 8.5" 10.5"16.0"16,0"12,0" 5.5" 7.5" 16.0"12.5" 6.5" 3.0"�5.0" 10.0" EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER �L�/1 -. ._.._..._.._ _ _ TH a (3000ps1 MIN CONC) 53 16.0"15,0" 6.5" 8.0" 16.0"16.0" 8.5" 4.T 6.0" 15.5"10.0" 5.0" 4.0" 7.0'• AN OR EQUAL TO SHUTTER SPAN. m 62 16.0"11.0" 5.0" 7,0' 16.0"12.5" 6,5" 3.5" 5.0" 10.0"10.0" 5.0" 4.0" 7.0" 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. • 70 36.0" 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" m 100 10,0 5,0 W144:0" 7,0" 10.0•' S.0" 4.0" 7.0" 10.0" 5.0" 4.0" 7.0" 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-9D HOLLOW CONCRETE o BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER a v g` 1/4"ALL-POINTS SOLID-SET 3"MIN EDGE DISTANCE __ _ ANCHOR TYPEE,,BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE - °• $ ANCHOR W/7/8'EMBED& CS c2 C3 C9 CS Cl C2 C3 C4 C5 C1 C2 C3 C4 c5 CONNECTION. SEE CONNECTION DETAILS FOR IDENTIFICATION OF g 1/4-20 SS MACHINE SCREW 43 16.0"16.0 16.0"16.0"16.0"16.0"116.0"11,5"16,0"16_0"16.0"11.0"2.0" 11.0"16.0" CONNECTION TYPE. (3000ps1 MIN CONC) 53 16,0"16.0"13.5"16.0"16.0"16,0"14.0" B,5" 13.5"16.0"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"10,5"16.0"16.0"16.0"111.0" 7.0" 11,0"16.0"16.0" B.S" 5.5" 9.5" 12.0" ONLY. 70 16.0"15.0" 9.0" 14.0"16.0"16.0" 9.0" 6.0" 10.0"13,0"16.0" 8.5" 5.5" 9.5" 12.0`• 6. THE CONTRACTOR 1S RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED 100 16.0" 8.5'• s.s" 9.5" Lz.o"16.0" e.s" 5.5" 9.s" 12.0"16.0" e.s" s.s" 9.5" 12.0" IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT _ 1/4"POWERS SS DROP-IN 2-5/8"MIN EDGE DISTANCE __ LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER W/1/4-20 SS BOLT AND Cl C2 I C3 I C4 C5 Cl C2 C3 C4 CS Cl C2 C3 C4 CS FINISHES. p - ' 1"EMBED 3000 sl MIN aa ® ( p 43 16.0"16.0"14.0"16.0"16.0"16.0"14,0" 8.0" 12,5"16.0"14.0" 7.5•' S.0" 8.0" 11.5" 7, WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS CONC) 53 16.0"16,0" 9_5" 14.0"16,0"16.0" 9.5" 6,0" 10.0"16.0"11.5" 6.0" 4.0" 7.0" 8,0" VARY,FIELD VERIFY THAT FASTENERS ARE INTO ADEpUATE WOOD FRAMING 62 16.0"12.5" 7.5" 12.0"16.0"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 IS ACCEPTABLE ONLY FOR •Ult 70 16,0"10,0" 6.5" 10.5"16.0"12,0" 6.0" 4.0" 7.5" 9.0" 11.5" 6.0" 4.0" 7.0" 8.0" SIDE CLOSURE PIECES. $ �sl�Y , 100 11.5" 6,0" 4.0" 7.0" B.0" 11.5" 6.0" 4.0" 7.0" 8.0" 11,5" 6.0" 4.0" 7.0" 8.0" 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER E / _ _ 3.1/2^MIN EDGE DISTANCE SHALL BE LOCATED IN CENTER OF NOMINAL 2"x 4"(MIN.)WOOD STUD.3/4" 1 4"POWERS SS DROP-IN __. ._-_ EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. LAG SCREWS SHALL c R W/1/4.20 SS BOLT AND CI C2 C3 C4 C5 ClCL C2 C3 C4 CS Cl C2 C3 C4 CS HAVE PHILLIPS PAN HEAD OR HEX HEAD. E 1°EMBED(3000ps1 MIN 43 16.0"16.0"15.0"16.0 16.0"16.0"14.5"d9�01�3.5"16.0"15,0" 7,5" 5.0"§7,5 12.0" g CONC) 53 16.0"16.0"10.5'•15.0•'16.0"16.0"10.0" 105"160"120" 6.0" 4.0" B.5" 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1 2"ENGAGEMENT OF THREADS IN& BASE ANCHOR AND MAY HAVE EITHER A PAN EAD,TRUSS HEAD,OR WAFER 62 16.0"13.0" 8.0" .5"16.0"15.0" 8.0" .0" 6.0" 4.0" 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" 8.0" 9.5" 12.0" 6.0" 4.0" 8,5" DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES.100 12,0' 6,0" 4.0" 7.5" B.5' 12.0" 6,0" 4.0" 7.5" 8.5" 12.0" 6.0" 4.0" 8.5• * O z�. 2"MIN EDGE DISTANCE DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, #12 SMS W/2"EYEWALL C1 c2 C3 Ca C5 Cl C2 c3 C4 CS Cl c2 C3 CA CS NUT OR WASHER WINGNUT. L'OPYNGHIPRVMLBEW-MOPE ARMOR INSERT W/2"EMBED 43 16.0"16.0"11.5"14.0"16.0"16.0"16,0" 7.5" 10.0"16.0"16.0" 9.0" 4.5" 6.5" 13.5" Il. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. (2000ps]MIN CONC) 53 16.0"16.0"18.5-'111.01,16.0"16.0"11.5" 5.5" 8.0" 16.0"114.0"17.0" 3.5" 5.5•' 10.0" 15-2339 u 62 16.0"15.0" 7.0" 9.5" 16.0"16.0" 9.0" 4.5'• 6.5" 14.0"14.0" 7.0•' 3.5" 5.5" 10,0" 12, WHEN ANCHORING TO HOLLOW BLOCK SDS DRILLS SHOULD NOT BE USED TO SCALE[ DRILL INTO HOLLOW BLOCK NOR SHOGLD IMPACT DRILLS BE USED TO INSTALL PAGE WSCRIMON: 70 16,0"12.0" 6.0" 8.0" 16.0"14.5" 7,5" 4.0" 6.0" 10,5"L4.0" 7.0" 3.5" 5.5" 10.0" CONCRETE SCREWS TO HOLLOW BLOCK 100 14.0" 7.0" 3.5" 5.51' 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" 6.0" 9.5" 16.0" 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" 8.0" 13.0" c9 n EMBED(2000ps1 MIN CONC) _62 16.0"16.0" 9_5" 13.5"16.0"16.0"11,5" 6.5" 9.5" 16.0"16.0" 9.0" 5.0" 8.0" 13.0" /1 70 16.0"16.0" 8.0" 11.5"I6.0"16.0" 9,5" 5.5" 8.5" 14.0"16.0" 9.0" 5.0" 8.0" 13.0" (LJJII $ 10D 36,0" 9,0" 5.0" 8,0" 13.0"16.0" 9.0'• 5.0" B.0" 13.0"16.0" 9.0" S.0" 8.0" 13.0" ANCHOR SCHEDULE: CONCRETE (CONT.) `` 49b NycN,AgO'�•, 2-3/16°MIN EDGE DISTANCE 3-1/8"MIN EDGE DISTANCE ... l 's G Spans Up To 6'•0" Spans Up To 8'-3" Spans UD TO 12'-0" Spans Up To 6'-0" Spans Up 7o e'-3" Spans UD To 12'-0" LOAD CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE * ' _ ANCHOR (Psf) C1 C2 C3 C4 I C5 Cl C2 C3 C4 I CS Cl C2 C3 C4 CS Cl C2 C3 C4 C5 Cl C2 C3 I C4 I CS Cl C2 C3 C4 CS z ?. 5/16"ITW TAPCON XL WITH 43 16-0"16.0"16.0"16.0"16.0"16.0"16.0"112X"116.0"116.0"16.0"11.0" 7.0" 12.0"I6.O"16.0"16.0"16.0"16.0"16.0"16.0"16.0"12.5"16.0"16.0"36.0"$13.0" 9. .5" 12.0"16.0" 1-3/4"EMBED(2899ps1.MIN 53 16.0"16.0"14.0"16.0"16.0"16,0"14-5" 9.0"114.0"116.0"16.0" 9.0" 6.0" 1 E 12.5"16.0"16.0"14.5"16.0"16.0"16.0"15.0•' 9.0" 14.5"16.0"16.0" ,0" 10.5"13.0" CONC) p,.,.� 62 16.0"160'11.5'16.0"16.0"16.0"11.5" 7.5" 12,0"16.0"16.0" 9.0" 6.0" 10.0"12.5"16.0"16.0"11.5"16.0"16.0"16.0"11.5" 7.5" 12.0"16.0"16.0" .0" 10.5"13.0" tl"� 00 16,0" 9.0" 6.0" 10.0"12.5"16.0" 9.0" 6.0" 10.0"12,5'16.0" 9.0" 6,0" 10.0"12.5"16.0" 9.5" 6.0" 10.5"13.0"16.0" 9.5" 6 0" 10,5"13.0"16,0" .0" 10.5"13.0" J 43 16.0"1 "1 1.O"1fi.O" 0" 0" 1 _ 1 6 0 6 0 6 16. 16. 13.5"16.0"16.0"16.0"12.0" 8.0" 13.5"16,0"16.0"16.0"16.0"16.0"16.0"16.0"16.0 5.0"16.0"1fi.O"16.0" 0" 15,0"16.0" `'1 D_5/16"ELCO ULTRACON WITH '�y IWx 1-3/4"EMBED(35O0psl MIN 53 16.0"16.0"16,0"16.0"16.0"16.0"15.5"0.0"16.0"16.0"16.0" 9.5" 6.5" 11.5"13.5"16.0"16.0"16.0"16.0"16.0"16.0"160"11.0"16.0"16.0"160' 5" 12.5"15.0" U WuCONC) 62 16.0"16.0"12.5"16.0"16.0"16.0"12.0" 8.0' 14.0'16.0"16.0" 9.5" 6,5' 11.5"13.5' 16.0"16.0"14.0"16,0 16.0"16.0"13.5" 9.0" 15.0"16.0"16.0" .5" 12.5' 15.0' l7a . _ _ 7016.0"16.0"10.5"16.0'16.0"160'10.0" 7.0" 12.0'14.5"16.0" 9.5". 6.5 11.5"13,5'16.0"16.0"11-5"16.0"16.0"16.0'11.0 -7.5' 13,0"16.0'16.0' .5" 12.5 15.0' _JW8 100-16.0" 9.5" 6.5" 11.5"13.5"16.0' 9.5" 6.5 11.5'13.5"16:0" 9 5" 6.5' 11.5"13.5 16.0"10.5" 7.5" 12.5' 150"160'105' 75" 325"150"160 .5" Y2.5' 15.0'- j�� N n?3 1/4"304 SS POWERS TAPPER 1-1/2"MIN EDGE DISTANCE _ 3"MIN EDGE DISTANCE W W/1-3/4°EMBED(3O00psl Cl C2 C3 C4 C5 Cl C2 C3 C4 CS C1 C2 C3 C4 CS C1 C2 C3 C4 CS C1 C2 C3 C4 CS CS C2 C3 C4 C5 y u g MIN CONC) 43 16.0"14.5" 6.5" 8.5" 160'12S" 7.0" 4.0" 6.0" 12.5" 7.0" 3.5" 4.0" 5.5" 16.0"16.0 13.5"16.0"16.0'16.0"14.0" 8.0" 12.0"16.0"14.5" 7.5" 4.S' B.O" 11.5" p W� 3 _.- .._ 2 53 14.0" 8.5" 4.5" 6.5" 14,0" 9.0" 4.5" 3.0" 4.5" 9.0" 6.0" 3.0" 3.0" 4.0" 16.0"16.0" 9.5" 13.5"16.0"16.0" 9.5" 6.0" 9,5" 16.0"12.0" 6.0" 4.0" 6.5" 8,5" .moi W 6.5" 3.5" 5.5"..12.0" 7.0" 3.5" _4.0"__6.0" 6.0'__3.0!'_ 3.0" 4,0" 16.0"13.0". 7.5' 11.0"16.0 14.5" 70 9.5" 5.0" 3.0' S0" 6.0" 3.0" 3.5" 4.5" 6.0 3.0" 3.0' 4.0" 16.0" 6.5" 10.0'16.0 12.5" 6.5" 4.0" 7.0" 9.0' 12.0" 6.0" 4.0" 6.5" 8.5' 100 6.0" 3.0" 3.0" 4.0" 6.0" 3-0" 3.0" 4.0" 6.0" 3.0" 3.0" 4-0" 12-0" 6.0"1 4.0"1 6.5" 8,5" 12.0" 6-0" 4.0"1 6.5" 8.5" 12.0" 6.0"1 4.0"1 6.5"1 8.5" n ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK 1"MIN EDGE DISTANCE 2-1/2"MIN EDGE DISTANCE p _Spans Up To 6'-0" Spans Vo To B'-3" Spans Up TO 12'-0" Spans UD To 6'-0" 8' Spans Up 70 -3" SpamUp To 12'-0" G G LOAD CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE �y K ANCHOR (psf) gi d O F-a Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4. CS C1 C2 C3 C4 CS vl 1/4"ITW 7APCON WITH 43 8.5" 7.0" 3.5" 8.5" 6,0" 3.5" 6.0" 3.5" 11.5 10.0 5.0" 6.5" 11.5" B,5" 4,5" 3.0" 4.5" 8.5" 4.5" 3.0" 4.0" O n 1-1/4"EMBED 53 7.0"%0" 7.0" 4,5" 4.5" 9.5" 6-0" 3.5" 5.0" 9.5" 6.0" 3.0" 3.5" 6,0" 62 5.5,I 3.0'�%i%"� 6.0" 3.5" 8.0" 4.0" 4-5" 8.0" 4.0" 4.0" O�m 5.0" 3.0" 6.5" 3.5" 3,5" 6.5" 4.0" 3.0" 4.0" c u loo 1.1/4"EMBED D 53 105" 6.5" / ` // 4.0" __... 1/4"ELCO ULTRACON WITH 43 13.0 10.5 6.5" 13.0" 9.0" 9.0" 13.0"10.5" 45" 6.0" 13-0" 9.0" 5.0" 3.0" 4.0" 9.0" 5.0" 4.0" ��:• � �� % 10.5" 6.5" 6.5" 1D.5" 6.5" 3,5" 5.0" 10.5" 6.S'; 3.5" 3.5" 6.5" 4,0" 3.0" 'E 3 ' 62 8.5" 9.0" 8,5" 4,5" 4.0" 9.0" m 70 7.0" 7.5" 7.0'•-3.5" 3.5" 7.5" 100 4.0" 3A" 4.0"1 3.0" 4.0" 3.0" S➢ 0 1/4"MILLENIUM MILLFAST 43 12.5'10-5" 9.0" 5.0" 125" 9,0" 5.0" 9.0 5.0 4.0" 13.5-111-5"1 5.5" 7.5" 13.5"10.01. 5.5" 5.0" m ANCHOR W 1-1 4"EMBED S / ! 53 10.0" 6.0" 4.0" 10.0" 6.5'•� 6.0" 4.0" 11.0" 6.5" 4.0" 5.5" 11.0" a 62 8.0" 4.5" 8.5" 5.0" 4.0" ' 9.0" 5.0" 5.0" 70 6.5" 7.0" 4.0" 7.5" 4.0" 4.0" 8.0" 4.5' 4.5" 0 100 4.0" 4.0" 4.0" 4.5"� u 4"MIN EDGE DISTANCE 1-1 LL 1/4"ALL-POINTS SOLID-SET / CMIN EDGE DISTANCE CI C2 C3 C4 CS ClC2 C3 4 CS ClC1 C2 C3 C4 C5 1 C2 C3 C4 C3 � ANCHOR W/7/8"EMBED B C 5 ClC1 C2 C3 C4 C5 ClC3 C2 C4 C5 % 9 1/4-20 SS MACHINE SCREW 43 15.0"13.0" 5.0"1 6.0"1150'111.0"j 6.0"13.0" 4.0" 11.0" 6.0" 3.0" S.O" 16.0"16.0" 8.5" 10.0"36.0'16.0"10.5" 5,0" 7.0" 16.0"11.0" 5.5" 3.0" 4.5" = 53 12.5" 7.5" 45" 12_5" 8.0" 4.0" 3.5" 8.0" 5.0"% 3.5" 16.0"13_0" 6.0" 8.0" 16.0"14.0" 7.5" 4.0" 5.5" 13.5" 9.0" 4.5" 4.0" 6.5" a 62 10.0" 5.5" 4.0" 10.5" 6.5" 3.0" 5.0" 5.0" 3.5" 16.0" 9.5" 5.0" 6.5' 16.0"11.0" 5.5" 3.0" 4.5" 9.0" 9.0" 4.5" 4.0" 6.5" _. �� 70 8.5" 4.5" 3.5" 9.0" 5.5" 4.0" 5.0" 3.5" 1q.5" B.D" 4,0" 6.0" 15.5" 9.5" 4.5" 4.0" 7.0" 9.0" 4.5" 4.0" 6.5" g 100 5.0" 3.5" 5.0" 3.5"1 5.0" 3.5" 9.0" 4.5" M 4.0" 6.5"3"MIN EDGE DISTANCE 6.5" % 4"MIN EDGE DISTANCE 5/16"ITW 7APCON XL WITH -- m 1-314"EMBED Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 1 C3 C4 CS C1 I C2 I C3 1 C4 1 CS I CI C2 C3 I C4 I CS I Cl C2 I C3 I C4 CS 43 16.0116.0`1 9.0"112.0"116.0' 14.0" 7.5" 5.0" 8.5"114.0"18.0" 4.0" 3.0" 5.5" 6.5" 6 53 15.5" 9.5" 6.0" 9.5" 15,5"10.0" 5.0" 6.5" 10.0" 6.5" 4.5" 4.5" B 6 /,' N p,.� 62 �� 13.0" 7.0" 4.5" 8.0" 13.0" 70 10.5' S.5" 4.0" 7.0 11.0" 4.5" 100 6.5" 3.0" 4.5" 4.5" 6.5" 4.5" 4.5" 6.5" 4.5" 4.5" �S 1-9/16"MIN EDGE DISTANCE 3-1/B"MIN EDGE DISTANCE ape 5/16"ELCO ULTRACON WITH Cl -C2-T-C-3-1 C4 CS Cl C2 C3 C4 C5 Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 C5 Cl C2 C3 C4 CS WPMG81FRAWLBEWARD0P.E 1-114"EMBED 43 12-0"10.0" 12.0" 8.5" 8.5" 16.0"16,0" 8.5" 11.0"16.0 15.0" S. 7.5" 15.0" 8.5" 7.0" 53 9,5" 6.0" 9.5" 6.0" 6.0" 16.0"10.5" 6.0" 8.5" 16.0"11.0" fi.O" 10.5" 7.0" 15-2339 `E 62 8.0" 8.0" 14.0" 7.5"j// 7 0" 14.5" 8.5" 7.0" 7.0" SCALE: 70 6.5" 7.0" 11.5" 6,0" 6.0" 12.0" 7,0" 7.0" PAGE DESCRIPTION: n 99 ANCHOR NOTES:SEE SHEET 0 n 9 FOR ANCHOR NOTES. ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK !ADO,P.E. 2"MIN EDGE DISTANCE �� ••� LOAD Spans Up To 6'-0" Spans Up To 6'-3" _Spans Up To 12'-0" .tom• •• ,1• O ANCHOR (Psf) CONN TYPE CONN TYPE CONN TYPE , x Cl C2 C3 C4 I C5 Cl I C2 I C3 C4 I CS Cl C2 I C3 I C4 C5 @ Q.46 #12 SMS W/2"EYEWALL 43 16.0"16.0" 7.5" 9.0" 16.0"15.5" 8.5" 4.5" 6.5" 15.5" 8.5" 4.5" 4.0" 3 ARMOR INSERT W/1-1/4" 53 16.0"10.5" 5,0" 7.0" 16.0"11.0" 6.0" 3.5" 5.0" 11.0" 7.0" 3.5" 3.5" 5.0" �o EMBED 62 14_0" 7.5" 4.0" 6.0" 14.5" 9.0" 4.5" 4.0" 7.0" 7.0" s m 706.0" 3.5" 3.5" 5.5" 7.0" 3.5" 3.5" 5.0" 'P•• V a M 5.0" 7.0" 3.5" ANCHOR SCHEDULE: WOOD (G=0.55) 3/4"MIN EDGE DISTANCE I,Iu W G Spans Up To 61-0" Spans Uo To 8'-3 Spans UD To 12'-0" oo o{{_�� ANCHOR -- LOS�._ -�..�CONN TYPE c "COYPE- .__ ___ -CON&TYPE __ ____ _ _____ __-- .------- C2 , (P f)_ CI iC3 Coy- C5� Cl CZE, C3- C4 E51. C3- C2 C3 C4 CS - - - - 1/4"LAG SCREW WITH 1-3/4" _16.0 fi`0"11.5-12.5"16.0 16.0"10?0".•7.5" 9.0 16 V 16,0"14.5" 4.5" 6.0 16.0" W rn• °m MIN THREAD PENETRATION 53 16.0"1.0 8.5 10.0"16?b'16.0"16.0" 6.0" 7.0 Ifi.O•'36.0"11.5" 4.0' 5.0" 16.0' 1311 x O W 62 16.0"16.0" 7,0" 8,5" 16.0"16.0"14.5" 5.0" 6.0" 16.01•16.0"11.5" 4.0" 5,0" 16.0" ul 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" tiSREA� D at _100, 16.0"11.5"-4.0'-`--5.0"-16.0"-16.0"11.5" 4.0"-8.0",16.0".16:0"34.5" a n 7/16"WOOD BUSHING WITH 43 16_0"16.0" 8.0" 10_0"16.0"15.5•' 8.5" 4.5" 7.0" 15.5" 8.5" 4.5" 4.5" 7.0'• 11 1.13"MIN EMBED&1/4-20 53 16.0"10.5" 5.5" 8.0" 16.0"11.0" 6.0" 3.5" 5.5" 11.0" 7.0" 3.5" 4.0" 5.0. O SS MACHINE SCREW n 62_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" S.0" O 70 12.0" 6.0" 3.5" 5.5" 12.5" 7,5" 3.5" 4.0" 5.5" 7.0" 3.5" 4.0" 5.01' ,� 100 7.0" 3.5" 4.0" 5.0" 7.0" 3.5" 4.0" 5.0" 7.0" 3.5" 4.0" 5.0" fi #14 SMS OR#14 WOOD 43 16.0"16.0"12.5"14.5'•16.0"16.0" 16.0" 8.0" 10,0"16.0 16.0" y SCREW WITH 1-3/4"MIN 53 16.0"16.0•' 9.0" 11.5"16.0"16.0"15,0" 6.0" in 9.5" 4.0" 5,5" 13.0" WTHREADPENETRATION 62 16.0"16.0" 7.5" 9,5" 1fi.0"16.0"11.5" 5.0"70 16.0"16.0" 6.5" 8.5" 16.0"16.0"10.0" 4.5" 9.5" 4.0" 5,5" 13.0" y13.0"16.0" 9.5" 4.0" 9.5" ANCHOR SCHEDULE: WOOD (G=0.42) Q zm a 3/4"MIN EDGE DISTANCE m tj G LOAD Span Up To S-0" SDans Up To B'-3" Spans UD To 12'-D" O ANCHOR CONN TYPE CONN TYPE CONN TYPE (Psf) j c g x Cl C2 C3 C4 CS C1 C2 C3 CA CS Cl C2' C3 I C4 I CS a 1/4"LAG SCREW WITH 1-3/4" 43.16.0"116.0"19.0" 10.0"116.0"16.0"116.0" 5.5" 7.0" 16.0"16.0" 9.5" 3,5" 4.5" 15.0" MIN THREAD PENETRATION _53-16.0"16.0 6.5" 8.0" 16.0 16.0"12.5" 4,5" 5.5" 16.0"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" ` _S H 16.0"13.5" 4.5" 6.0" 16.0'•16.0" 8.0" 3.0" 4,D" 11.5"15.0" 7.5'• 3.0" 4.0" 11.0" 1'``1C_11, u 100 15.0" 7.5" 3.0" 4.0" 11.0"15.0" 7.5" 3,0" 4.0" 11.0"15.0" 7.5" 3.0" 4.0" 11.0" 6 O #14 SMS OR#14 WOOD 43 16.0"16.0" 8.5" 10.5"16.0'•16.0"112.5" 5.5" 7.0" 16.0"13.0" 6.5" 3.5" 5.0" p 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"SD.S" 4.0" 7.5" 3 THREAD PENETRATION - -- -- --- 62 16.0"11.5" 5.0" 7.0" 16.0"13.0" 6.5" 3.5" I 10.5"10.5" 5,5" 2,5" 4.0" 7.5" 70 16.0•• 9.5" 4,5" 6.0" 16.0"111.0"1 5.5" 3.0" 4.0" 8.0" 10.5'• 5.5" 2.5" 4.0., 7.5" 10D 10.5" 5.5" 2.5" 4.0" 7.5" 10.5" 5.5" 2.5" 4.0" 7.5" 10.5" S.5" 2.5" 4.0" LL - ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK 4"MIN EDGE DISTANCE _ 1+ w G Spans Up To V-0" _Spans UD To 8'-3" Spans Up To 12'-0" z LOAD CONN TYPE CONN TYPE CONN TYPE m = ANCHOR (PsT) Cl C2 C3 CA CS I Cl I C2 I C3 I C4 ICS Cl I C2 C3 C4 CS IBk€ ` 5/16"ITW TAPCON XL W/ 43 16.0"16.0"116.0"16.0"16.0"16.0"16.0"15.0"16.0"16.0"16,0"15.0" 9.0" 14.0"16.0" o J, 2-1/4g",M.,I�N.,EMBED 53 16.0"16.0"116.0' 16.0"16.0"16.0"16E 11.0"16.0"16.0"16.0"12.0" 7.5" 12.D"16,0" 62 16.0"16.0"114.0"16.0'•16.0"16.0"15.0" 9.0" 14.0"16.0"16.0"12.0" 7,5" 12.0"16.0" d Ia e 70 16.0"16.0"11.5"16_0'•16.0"16.0"12.5" 8.0" 12.5"16.0"16.0"12.0" 7.5" 12.0"16.0" S B 100 16.0"12.0" 7.5" 17..0"16.0"16.0"12.0" 7.5" 12.0"16.0"16.0"12.0" 7.5" 12.0"16.0" � � rji 5/16"ELCO ULTRACON W/ 43 16.0"16.0"10.5"14.0"16.0"16.0"10.5" 6.5" 9.5" 16.0"11.0" 5.5" 1,.. 9.0" Oin 62 CWYNMFPNMLBBRWMPE e O 2.1/4"MIN.EMBED 53 16.0"13.5" 7.5" 11,0"16.0"14.0" 7.5" 7.5" 13.5" 9.0•' 6.5" 5 °T 100 19 00"ID.O" 6.0' S.5" 6.5 9.0 %/5.5" 6.5" 9.0"�6.5" 15-2339 O O 70 15.0•' 8.0" 5.0" 8.0" 15.5" 9.5"� 5.5" 7.0" 9.0" 6.1" 15-2339 6.5" /�I�6.5" SCALE: V 2"MIN EDGE DISTANCE DARE DESCRIPTION. -.. . _ CL C2 C3 C4 CS CS C2 C3 C4 CS C3 C2 C3 C4 C5 #12 SMS W/2"EYEWALL 43 16 O"16.0" 9.5" 11.5"16.0"16.0"14.0" 6.0" 8.0" 16.0"14.5" 7.5" 3.5" 5.5" 11.5" ARMOR INSERT W/2"EMBED 53 36.0"16.0". 7.0" 9.0" 16.0"16.0" 9.5" 4.5" 6.5" 16.0"11.5" 6.0" 3.0" 4.5" 8.5" S 62 16.0"13.0" 16.0"14.5" 7.5" 3.5" 5.5" 12.0"11.5" 6.0" 70 16.0"10,5" 5.0" 6.5" 16.0"12.5" 6.5" 3.0" 4.5" 9.0" 11.5" 6.0" 3.0" 4.5" 8.5" ANCHOR NOTES:SEE SHEET -- 9FORANCHOR NOTES. $ 100 11.5" 6.0" 3.0" 4.5" 8.5" 11.5" 6.0" 3.0" 4.5' 8.5" 11.5" 6.0" 3.0" 4.5" 8.5" ,