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HomeMy WebLinkAboutProduct Approval 01/11/2018-12:06pm interni VAProjects\_Master Plan Sheet Store\Windows-Doors-Shutters\400 Wind Charts\_Reference\2017 Windload Charts References\2017 b FBC WIND CHART.dwg 6thEDITION FLORIDA BUILDING CODE (2017) ASCE 7-10 WIND VELOCITY= 150 MPH MRH 5 60' ASD, DESIGN PRESSURES FOR COMPONENTS AND CLADDING EXPOSURE 'C' BASED ONKd=0.85• 1 1 ENCLOSED STRUCTURE,FLAT TERRAIN MRH=MEAN ROOF HEIGHT INTERIOR ZONE4 PRESSURES EXTERIOR ZONES PRESSURES � (SEE BELOW) + INSTRUCTIONS_ _ _FOR TABLE USE: Mean DESIGN PRESSURES PSF -Z NE 4 _ Mean DESIGN PRESSURES SF)-ZONE 5 _ I 1. IDENTIFY HE ZONE OF HE OPENING lOR-(ZON__E 4)OR EXTERIOR(ZONE 5)PER THE 2 Roof Area of Opening(Sq f Area of Opening(S Ft 3 URE BELOW LEFT OR INFOR ON P THERS. I.I. ANY QUESTIONABL T D HE MORE CRITICAL(EXTERIOR)ZONE Height 10 20 30 40 -5 rJ Ight 10 20 30 40 50 5• \c/IDENTIFY THE BUILDING M I V_ f FROM THE LOWEST GROUND ELEVATION.IF 31.9 -30.6 -29.8 -29. -39.4 -36.7 35.2 -34.1 -33.2 IRE MEAN ROOF HEIGHT CANN F PEAK(HIGHEST)ROOF HEIGHT. 0-15 ft 1$ft 2.1. ALWAYS ROUND UP F LE VALUE. +29.4 +28.1 +27.3 +26. +29.4 +28.1 +27.3 +26.8 +26.3 2. VALID FOR ALL ROO E EE AN ENGINEER FOR REDUCTIONS. ------- ----- ----- --- -- - - ---- - 33.2 -31.8 -31.0 -30.4 -40.9 -38.2 -36.6 -35.4 -34.5 3 CALCULATE HE TRIBUTARY $TION AS HE GREATER OF(HEIGHT. 18 ft +30.6 +29.2 +28.4 +27.8 +27.4 ~� 1$ft +30.6 +29.2 +28.4 +27.8 +27.4 3.11. ORUSE THEA AREA ETTHE SPAN LENGTHWEEN STRUCTWISH U OPE NGS ONLYY-THIS INCLUDESIVE WIDTH OF 1/3 THE HEIGHT REAS BETIGHT 2WEEN STRUCTURAL MULLS,COLUMNS,ETC. -33.9 -32.5 -31.7 -31.1 -30.6 -41.9 -39.0 -37.4 -36.2 -35.3 3.2. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED,HE SMALLEST 20 ft +31.3 +29.9 +29,0 +28.4 +28.0 20 ft +31.3 +29.9 +29,0 +28.4 +28.0 (10 SQUARE FEET)SHALL BE USED. 3.3. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE SMALLER TABLE VALUE.FOR LARGER -35.5 -34.1 -33.2 -32.6 -32.1 -43.9 -40.9 -39.2 -38.0 -37.0 TRIBUTARY AREAS THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE. 25 ft +32.8 +31.3 +30.4 +29.8 +29.3 25 ft +32.8 +31.3 +30.4 +29.8 +29.3 IN4 READ OFF ACCORDANCE POSITWITIH CODE VE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY 5. FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A FACTOR OF 36.9 -35.4 -34.5 -33.9 -33.4 -45.6 -42.5 -40.7 -39.5 - 8,5- 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 30 ft +34.0 +32.5 +31.6 +31.0 +30.5 30 ft +34.0 +32.5 +31.6 0 ERAL NOTES: -38.2 -36.6 -35.6 -35.0 -34.5 -47.1 -43.9 -42.1 i TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN METHODOLOGY"PER ASCE 7-10 35 ft A AS OUTLINED HEREIN. +35.2 +33.6 +32.7 +32.0 +31.5 35 ft +35.2 +33.6 +32.7 '2.DESIGN IS BASED ON THE 3 SECOND GUON 2.4.1 AND CHAPTER 30 PART I OR ST(WIND VELOCITY)USING THE IFOR HE WIND VELOCITY&EXPOSURE SPECIFIED. 40 ft 39.2 -37.6 -36.7 -36.0 -35.5 4O ft -48.4 -45.2 -43.3 1.ORST CASE'CRITICAL CONDITIONS SHALL BE ASSUMED FOR SAFE PRESSURE RATINGS. 2.1. ASCE 7-10 RISK CATEGORY IS INDEPENDENT OF THIS RATING.FIND CATEGORY TO MATCH OR BE LESS +36.2 +34.5 +33.6 1 +32.9 +32.4 +36.2 +34.5 +33.6 :THAN THE RATED LIMITING WIND VELOCITY ABOVE. TOPOGRAPHIC FACTOR Krt=1.0 FOR FLAT TERRAIN USE ONLY.NO HILLS SHALL BE NEARBY AREA. -40.2 -38.6 -37.6 -36.9 -36.3 -49.7 -46.3 44.4 43.0 4.INTERNAL PRESSURE COEFFICIENT(GCPI=+/-0.18)FOR USE WITH AN ENCLOSED STRUCTURE ONLY. 45 ft +37.1 +35.4 +34.4 +33.7 +33.2 45 ft +37.1 +35.4 +34.4 +33.7 +33.2 5•HVH HIGH VELFY USE OF KdOCITY(DIRECTIONALITY HURRICANE ZONE.OR)WITH LOCAL BUILDING DEPARTMENT. 6. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. $0 ft -41.1 -39.4 -38.4 -37.7 -37,2 soft -50.8 -47.4 -45.4 -43.9 -42,8 7.THIS DOCUMENT IS A MASTER PLAN SHEET,NOT A SITE-SPECIFIC DOCUMENT. +37.9 +36.2 +35.2 +34.5 +33.9 +37.9 +36.2 +35.2 +34.5 +33.9 8. THIS DOCUMENT IS ONLY VALID WITH AN ORIGINAL SIGNATURE&RAISED SEALED OR DIGITALLY SEALED WITH CORRESPONDING LIMITATIONS. -42.0 -40.2 -39.2 -38,5 -37.9 -51.8 -48.3 -46.3 -44.8 -43.7 9•HIS DOCUMENT ILLUSTRATES ALLOWABLE DESIGN WIND PRESSURES(ASD)AS LISTED.APPLICATION OF THESE 55 ft D HEREIN SHALL BE +38.7 +36.9 +35.9 +35.2 +34.6 55 ft +38.7 +36.9 +35.9 +35.2 +34.6 DICTATED AND VERIFIITABLES AND ED BY THE GOVERNNDING WIND ING BUILDING DEPART ENT AND PE&OTHER RMIT H EER,NO WARRANTY FOR -42.7 -41.0 -39.9 -39.?:-_=38. - -- -52.8 -49.2 -47.1 -4$.7 -44.$ APPLICABILITY OF THE USE OF THESE TABLES I D THEREIN. 60 ft 10:THIS SPECIFICATION DOES NOT FER A D CERTIFICATION. REFER TO ANY SEPARATELY +39.4 +37.6 +36.6 +35. - - +39.4 +37.6 +36.6 +35.8 +35.3 SUBMITTED TEST CRITERIA AND OH STALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS T ACCORDANCE WITH GOVERNING CODES. 11. ADHERE TO ALL LOCAL IMPACT ANCES. 12. NO CERTIFICATION IS OFFERED HOST STRUCTURE. 13. EXCEPT AS EXPRESSLY PROVIDI FICATIONS OR AFFIRMATIONS ARE INTENDED. INTERIOR ZONE 4 EXTERIOR GHT EXPLAINED LEAST HORIZONTAL z=o o o _ �DIMENSI� m_In s'GtrtA 61nw{�rlMmG1Z l a= 10%OF LEAST HORIZONTAL DIMENSION OR 40%OF N ROOF PEAK ROOF --'------- Z-1 0 m C D U1 Vf m Z- HEIGHT,WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HEIGHT 5 5 m GT M 3>x x. 1�;nn M x - HORIZONTAL DIMENSION OR 3FT.USE ZONE 5 IF AT ALL IN QUESTION. yl 7O D a 2 9 ra mC Z 1 Z CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF MEAN O r Z-1�o r 13 D A D n O G) ROOF 2 5 4 x 0:'M Z;M- -pox m -1 rn -( 3 REQUIRED. MEAN EAVE HEIGHT m 1 3 a .n- -I a a ROOF ROOF -n>>zu 2yz_m T O D f 1 ff HEIGHT HEIGHT z�z�O-1Oz�tn22m M O 90 gym• 5 5 55 °'zo;,om_Faa'-'-I' c z V7 4 �'a PLAN VIEW ® `aD p=H00U{IC'� 0 0 m TTI 1 Q5 o� ?;"0-, °s y rn t7 D 0 COMPLEX T m N m A-I z m r Z In z r- ELEVATION ISOMETRIC CORNERS 5 5 a `"Io ff o T v NITDATE MSSUES GSS�TSBD 03!05/12 6TH EDITION FLORIDA BUILDING CODE ENGINEERING Wo® o m I REV-ADJUSTED HEIGHTS GSS TSB 04AM12 EXPRESS® z N o Z REV 2014 FBC DGM TSB 0&10115 017LA f n \ m r e UPDATES,2017 FBC FLB FLB 12117 ASCE 7-10, CHAPTER 30 2 1 o, a z m 160 SW 12th AVENUE, SUITE 106 m n �Z DESIGN LOADS FOR COMPONENTS &CLADDING m Z V = MASTER PLAN SHEET DEERFIELD BEACH, FL 33442 o v "i r- ., a 1 O THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, P:(954)354-0660 F:(954)354-0443 m 0 p ' AND SHALL NOT BE REPRODUCED IN WHOLE OR PMT WITHOUT� CERT OF RUTH/8885 WRITTEN CONSENT OF ENGINEERING EXPRESS.ALTERATIONS, m � � dADDITIONS.OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT E:HELLO@ENGINEERINGEXPRESS.COM a z m � m e PERMITTED AND INVALIDATE OUR CERTIFICATION. ASCE 70 ENGINEERINGEXPRESS.COM 1/24/2018 Florida Building Code Online Business & Professional Regulation BCIS Home ` Log In j User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff ! BCIS Site Map Links j Search H f1d3 Product Approval USER:Public User rs.ty ar„w� Product Approval Menu>Product or Application Search>Application List>Application Detail r FL# FL13757-R6 Application Type Revision Code Version 2017 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@engineeringexpress.com Technical Representative Thomas B. Johnston Address/Phone/Email 400 west McNab Rd. Ft. Lauderdale, FL 33309 (954)970-9999 tomj@tc-alum.com Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Frank L. Bennardo, P.E. the Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation&Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By ORLANDO L. BLANCO, P.E. Validation Checklist- Hardcopy Received Certificate of Independence FL13757 R6 COI Indepl.pdf FL13757 R6 COI IndeD2.pdf FL13757 R6 COI Indep3.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 https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgk7yH MuovbmRcEiVwSM E9kgduPjgrWwKgqkMAsTBN9A°/`3d`/o3d 1/2 1/24/2018 Florida Building Code Online Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13757 R6 Eguiv Eauivl.Dddf FL13757 R6 Equiv Eauiv2.Ddf FL13757 R6 Eauiv Eauiv3.pdf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/09/2017 Date Validated 08/11/2017 Date Pending FBC Approval 08/22/2017 Date Approved 10/10/2017 Summary of Products ........_... -- FL# Model,Number or Name — Description 13757.1 6.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter System –---- -- -------–....__......_......---_ — -– Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757 R6 II Dwgl.Ddf Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo, P.E. PE0046549 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See installation drawings for allowable span/pressure FL13757 R6 AE Evall.udf 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 R6 II Dwg2.Ddf Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo, P.E. PE0046549 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See installation drawings for allowable span/pressure FL13757 R6 AE Eval2.Ddf combinations and additional limitations of use. Created by Independent Third Party: Yes 13757.3 E.A. Essential Facilities Accordion Aluminum accordion shutter approved up to missile level"E" for use with essential facilities and wind zone 4 applications. Limits of Use Installation Instructions Approved for use in HVHZ: No FL13757 R6 II Dwg3.pdf Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo PE-0046549 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: +110/-128 Evaluation Reports Other: See product drawing for additional information, FL13757 R6 AE Eval3.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 mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S., please click here. Product Approval Accepts: ® ® E�® Credit Card Safe https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgk7yHMuovbmRcEiVwSME9kgduPjgrWwKqqkMAsTBN9A°/`3d%3d 2/2 `\\\\11 I!// �6NNARDO,P.E. 6.8 STREAMLINE SHUTTER � L 549 FOR USE WITHIN AND OUTSIDE THE HVHZ "G GENERAL NOTES: M1 �: _ No PE004854 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING - CODE SIXTH EDITION(2017) FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE w_ ZONE,AND THE INTERNATIONAL BUILDING CODE(IBC)AND INTERNATIONAL RESIDENTIAL CODE UNLIMITED WIDTH - Ob az c N (IRC).THIS SYSTEM MEETS MISSILE LEVEL"D"AND INCLUDES ESSENTIAL FACILITIES AS DEFINED IN ,O '. STATE OF ASTM E1996-09.SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. sECnoN 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE `<oRlo^..•' W M _ DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE ,' S C� K1 st" RE( REMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE �jJ _ I a FLO IDA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN ///I/I i 111\\ PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. '/ ZW r>u 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E181 E199 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED Y A 1.5 _ SAFETY FACTOR. m S. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND W WN 9 3 ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL PLAN VIEW "ul CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. r u 6. NO INCREASE 1N ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. o W = 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE °�c °o N DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR s WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0.85 y SHALL BE USED. Z 8. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC =m Na n 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER ^ n 61G15-23 OF THE FLORIDA ADMINISTRATIVE CODE. O1 s 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE Q Ir CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTORVERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROMTHE STRUCTURAL SUBSTRATES DETAILED HEREIN.11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL m DOCUMENTS. HURRICANE PROTECTION12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING BOTTOM OFFICIAL MAY RE UIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIGNED,DATED ANDTRACKSEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THEDEVIATION.AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL LOOKING MECHANISM,SEE 13. EACH SHU*ER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM TYPICAL PLAN VIEWS INFORMATION: TOWN&COUNTRY INDUSTRIESTYPICAL ACCORDIONFORT LAUDERDALE FLMISSILE LEVEL D-ASTM E1884,E1996&E3301 SHUTTER ELEVATION TAS 201 202&203 ¢ FLORIDA PRODUCE APPROVAL NUMBER TABLE 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 " K.s.1. MINIMUM SEPARATION FROM GLASS 15. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A 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-14VHZ ESSENTIAL p 16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR g BOX LOCK AT CENTER OR SIDE CLOSURE. HVHZ FACILITIES 3 17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. @ If 18. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. SHUTTER 19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". SPANINSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS O 20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. :5 30'ABOVE >30'ABOVE 5 30'ABOVE >30'ABOVE 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. GRADE GRADE GRADE GRADE >3 d ! 22. SHUTTER MAY BE INSTALLED WITH UP TO(2)ADDITIONAL BLADES OF SLACK. I p 23. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 72" 2-114" 1-518" 2-318" 1-6/8" 3-12• 1-7/8' 35/8" 1-78' a TABLE 1: TABLE 1 NOTES: 120" 4.1/8• 2- 4-1/4' 2" �! 1. DESIGN PRESSURES SHOWN IN"ACCORDION 144" 4-7/8' 2• 5' 2" Y ACCORDION SHUTTER SHUTTER SPAN SCHEDULE'ABOVE ARE � SPAN SCHEDULE MAXIMUM ALLOWABLE DESIGN PRESSURES TABLE 2 DEFINED AS MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. AT EACH RESPECTIVE SHUTTER SPAN. 2. ND"VHZ:DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND BROWARD COUNTY OSIIORRINKLBIWOOPE POSFfIVE NEGATIVE 2. LINEAR INTERPOLATION BETWEEN SHUTTER F[DIUDW 15-2339 SHUTTER DESIGN DESIGN SPANS IS NOT PERMITTED.FOR SPANS 3. NO SEPARATION FROM GLASS IS REQQUIRED FOR INSTALLATIONS IN WIND SPAN PRESSUREBETWEEN THOSE INDICATED ABOVE,THE ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A PRESSURE ►Ott - (PSF) EUUI DESIGN PRESSURES FOR THE NEXT HIGHER MINIMUM SPAN OF AT LEAST 30". SPAN SHALL BE USED. 4. INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ WITH SPANS LESS THAN 30'SHALL 72" 100 100 HAVE 2-7/8'MINIMUM SEPARATION FROM GLASS WHEN 5 30'ABOVE GRADE,AND 1-5/8"WHEN>30' ABOVE GRADE. 98" 70 70 5. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN THOSE 120" 53 53 INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED. J7 • 114' 43 40 6 E19%-09.ON FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM tial `\\\\\\ //� FRAW46549 NARDO,P.E. PROJECTION VARIES L• }--2.874' y- 4.874'MAX. Y 0.062• 0.450' 0'080• =*: No PEON', 0.125• 1.630 0.062' ^! 1.708' 0.100" 1.708• 0.100' _ -r _ 0.080' 0� O 0.195 o.19st L rt 0.060• 0.070' 0.060• >r }��z.ezo" • �rE of t 0.12" Y. 0.630' 0.630' 0.062' .9 1. ZORIDA W 'o 0.630• 0.062• 0.630" 0.062" 1.990. 4r �p •••GQy 0.143' .096A! LL N W 0 �'• -L'• - i,069'� 1--}0.971 }0.971.1 0.143' /rrr1111 ��\I., �` 0.062 '�•Z00' I I 0. L0.200• l O'U60' 0.06C• 1 4 0.630• �uxj �uj V }1.069• t 1.069•i �._ 0.630• o. ' 0.062y wI 7 '5.745 MAX. SUPPORT LEG OPTIONALy-1069'� our1.06q0.062• X0.200 (LT W^ z 5.745 MAX. 7 Oj WALL O BUILD OUT WALL O STREAMLINE CEILING TRACK O STREAMLINE WALL TRACK O HEAVY HEADER/SILL O LITE HEADER/SILL fil a w SCALE-HALF SIZE SCALE HALF SIZE SCALE.HALF SIZE SCALE.HALF SIZE SCALE HALF SIZE SCALE:HALF SIZE 'D O M WHERE SHOWN,SCREW BOSSES 9 FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS n 0.8 �- 2.655 0.875' J d 2.195• 0.510• �-2.195. 1.23G"- 1.22V .230" `A 1.229' 0.105, 0.060' rc r a a$ fd 0.7 2362• z m€O 2.655, 1.069' --- .: O ,,, •Q 0.105 n 4.64• -D .831 r yi y I iw _ -.,,_ _ �•-t' c a n vl -t I IN II N 4.510" N f 0.10s" I 0.10 I I 0.075" 0.075, c 0.994•i 0.044' 3 0.781' 4.510'- } 1-3.506-0.0 �� NOTE:TESTED THICKNESS OF BARE METAL W/0 PAINT IS 0.039- LL SILL O SILL ADAPTER O O O O R 7 g g EXTENDED SILL �p EXTENDED SILL ADAPTOR �� ADJUSTABLE SILL BOTTOM 13 6.8 STREAMLINE SLAT/BLADE SCALE.HALF SIZE SCALE HALF SIZE SCALE HALF SIZE SCALE HALF SIZE SCALE:HALF SIZE SCALE HALF 512E yyF0�.01.1�r15,800.4'77• 0.143* 0.590* 0.14r 1.706' 0.143' 0•o.o0.341^•r ;®1.5,70• 0.5,10•0.0 7W t0 .245' lit 0.060oX4.753' o. 0 0.117' ri 0.0% 0.080 ���•��+e�i� ' 0.080' L44 0.22TI 0.682• 0.630' 0.060', (Z Ll I ccvmoRSI+uKLea�llwm►E .0 J I0.693• 15-2339 NOTE:THICKNESS OF BARE 2.822' .� #-- 0.420• x; - - METAL W/O PAINT IS 0.039' FAG!DRSCMMON: 15 6.8 STREAMLINE STACK 16 RADIUS CEILING HEADER/SIL6.8 STARTER WALL SILL CLIP WALL SILL SCALE:HALF SIZE SCALE HALF SIZE SCALE HALF SIZE SCALE.HALF SIZE SCALE.HALF SIZE \\\\1111111 FRANK L EI/Nul00,P.E. // �PEa0165W 1.95'7 .10 p1K 0.125' 280' NYLON WASHER OR j T�F 0.610' STAINLESS STEEL ALUMINUM _�`�(�••••u 'It1,W ASSEMBLY r 0.35T ""'77i••�»"��r 0.320'0 HOLE N 0' 0.276' ��C � � r0 0= *10x2-3/4"410 HT S.S. 6 � NYLON n -.a „ 0.880 0.0 WHEEL 0.120'o INSERTS CCOREW /TC ULTRACOTE �-ATINGTr n 1 1.100' }0.240' I (NTO TRACK (TYP TOP&BOTTOM) OP Lu M ry 0.062' I �'' ST ` 1 TYP.AT EVERY OTHER NYLON BUSHING W/WASHER: ��tSj ARIDA uiP 00! �� 5'MAX. 0.870' 0.750" 7/16'0 x 1/2"0 INTERIOR JOINT TOP 0.154' 4137' (( S p a N INSIDE JOINT AT TOP. /1 A� ENG to 7/16"0 x 1'O INTERIOR JOINT BOTTOM / OANGLE CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EXTERIOR 1j111111111\1\ ZW 0LL U 1. 19 HOUSING-ZINC DICAST,POWDER COATED Q * c SCALE HALF SIZE 22 ROLLER ASSEMBLY 24 BUSHING ASSEMBLY DETAIL 26 BOX CENTER INSERT (Ja 1-c6 =g SCALE HALF SIZE NOTE: MAY BE KEY OPERATED OUTSIDE SCALE HALF SIZE SCALE-HALF SIZE Z X c m g OR KEY/THUMB TURN OPERATED INSIDE. W W n p W *}0.250' BRASS PUSH LOCK 23 o w � SCALE.HALF SIZE s i W RD.is5' 1.978• 2.125• t' 'D 0 W :° 4.000• 0.236• 1.74Y 0.286• 1.603' 0.26T ry �• 0.500' 1.717 1.224" 0.623' M2.000' 0.790' 0.097 0.319' 0.531' ., 0.531' n ri o .26 0 2.257 D �° Y- -T. 0.250' I c Po >jp .2 6 - 0.60 0.60T }0.224' y0.239' vein+ n �4 s 5i 0.4%• 0.240"2.7571.758' �.�*o 1' ir aC RAINGUARD Y8 DECORATIVE FLOOR TRACK 3416• 0.247 m' SCALE.HALF SIZE SCALE HALF SIZE 0.160"- 1.001 0.06Y D•06Y 0.22Y�r 0.06P 0.176' o 30 UNIMATE LOCK 31 MALE BOX CENTER 32 FEMALE BOX CENTER SCALE HALF SIZE SCALE HALF SIZE SCALE-HALF SIZE E p J�0.062' E S.SDD'x 13/1W WIDE }--}0.400' ioc 7/16.0 STAINLESS a� ' 16T STEEL Nlfi ' }I 1/16-0 0.125ii�tt 0fr 0.438' 0.1885/16AIMACHINE TVP. INTERNAL STAINLESS STEEL 0.121" ��4.500' 1-}0.689" POWDER COATED,ZINC DIE-CAST THREAD II ai SECTION A HEAD SME VARIES '"" �_ 1.057f 333 e a 6 DELTA MODEL 2022 36 T-LOCK ADAPTER 37 Iwo T-SCREW INSERT 38 THUMB SCREW , 9 INDUSTRIAL SYSTEMS (OPTIONAL) SCALE FULL SIZE SCALE.FULL SIZE "` 0,j54• qO 40b 40c BOX LOCK - SCALES HALF SIZE n 0.31 35 SCALE.HALF SIZE END STRIP 1" �L }-2.007-{ 2" & 3" EXT }- �ro.12s 1.625' }-1.407--{ SCALE. HALF SIZE a 0.057 123 0.125" QQ 7, 0.0as j 0.125' CDPYIgR FP.WI L SNAFOD PE 0.250" n 0.095' 0.093' "+ 15-2339 RAM P"l oeicxxmoea: I 7.007 20 ALT. 1" END STRIP 21 1.5"x3"x0.093" ANGLE 2g 2"x3"x0.125" ANGLE 39 2X7 ANGLE SCALE.HALF SIZE SCALE.HALF SIZE SCALE.HALF SIZE SCALE HALF S1ZE BEIINARDO,P.E. ANY ANCHOR PER ANCHOR EDGE DIST. ...... SCHEDULE m 18"O.C. EXISTING DIST. GLAZING IKp! SEE END STRIICSCHEDULE FMOR O_ .ANGLE EMBED SPAN WHEN IAi#G: No E004 - d n EMBED. 77 a p4 (INTERIOR) N N ( 1/4' OR 40a, BaSTAR o g 1C �' ItX� �� 1Y ff ap �_ c 17 i C 17 WAX. WITH 21 OR 2-!k Z) &O TI _ MIN.0.062"THICK 6063-T6 ALUM. �� ••'• -Si~ ++ E _ I 30 (ANGLELEGMAY BE REVERSED 2t 25 //SS/• ` _ Ny DIST, FASTEN ANGLE TO TRACK W/ / I� 8 ANCHOR PER ANCHOR (21 i301c1'SCREWS AT -n r>VQ CHEDULE 0 IS-O.C. CORNER,TOP B BOTTOM;AND W ATTACH TO 6.8 STARTER W/ y m 13 13 13 t 12 x 1/2"GALVANIZED OR Z X L a U4SAINY i12 x 1/2•GALVANIZED OR S.S.SMS, ¢N µ w 30 S.S.SMS 3/16'0 ALUM.POP �jJW 6.80"(TYP.) 3/16"0 ALUM.POP RNET,OR 1/4-20 RIVET OR 1/4-20 MACHINE 8'"W ? USE(1)BRASS PUSH LOCK OR(1) MACHINE BOLT 8.NUT 0 18"O.C. ALTERNATE END STRIP DETAIL BOLT NUT O 1e"O.C. ;r (EXTERIOR) 5/16-18 JIUMB SCREW INTO THREADED WITH 6.8 STARTER AND ANGLE INSERT 3 AT 1/3 SPAN TO 2/3 SPAN SCALE 3"+1'-0" ANY TRACK W/ TYPICAL PLAN VIEW FROM H OM OF SHUTTER.WIDTH, UP TO END STRIP SCHEDULE SCREW BOSSES. e O w HOLE SHALL BE 3/8'MAX W[DTH,UP TO P P SCALE 3.. 1'-0" 1'HEIGHT. 1"B/O(2.77 AN 82 1 7 / USE(1)BRASS PUSH LOCK 11 94 n OR(11 5/16-18 THUMB LOCKING DETAILS FOR 1, 7 SCREW Ip1�0 THREADED 2"B/O(3.r) 82 SEE END STRIP d INSERT (3'A AT 1/3 SPAN CENTER MATES 72 °7 >: TO 2/3 AN FROM o SCHEDULE FOR MAX. UI 9 BOTTOM OF SHUTTER SHOWN ON RANDOM n SPAN WHEN USING RECEIVING HOLE SHALL BE 30 13 DETAILS 3'BI�4.T) ly 20,40a,40b OR 40c, ~0- 3/8"MAX WIDTH,UP T — ------ D PP99 1"HEIGHT. 30 82 1/4" OR 6.85TARTER yr 9 ALT.1'BR) 62 11 Oi MN(• WITH 21 OR 25. g*¢a (2� 72 182 C `... O 112 81 40 40 USE APPROPRIATE -0 2 132 STARTER STRIP TO I 1.8'x3• 45 4 20 PROVIDE CLOSURE 0ar 52 8 OR g 13 80 91• \ BUILDING CONDITIONS. 0 23 It \` FASTEN STARTER STRIP E g (INSIDE) �0 TO TRACK W/1211110.1" z SCREWS AT CORNER,TDP ,2 .13 s 42 i2V ALTERNATE END STRIP DETAIL a BorroM O L R N�ry 7 1 SCALE 3"=V-0" ANY TRACK W/SCREW 3 64 118• BOSSES. t� � I 70 111" za¢ 73 loir pSI L L FOR GREATER SPAN OR LOADS THAN SHOWN IN END STRIP SCHEDULE,END STRIPS REQUIRE A1•x1•.090'CLIP ANGLE O MID SPAN USING ANYANCHOR ON THE EXISTING GLASS O Z ANCHOR SCHEDULE 0*14,0/4'TEK 0 PS O v 13 SCREW OR 1/4-20 BOLT TO END STRIP. USE(1)BRASS PUSH LOCK 30 0 6" USE(1)BRASS PUSH LOCK a a a j OR(11 5/16-18 THUMB (INSIDE) OR(1)S/16-18 THUMB 13 a F SCREW 1pI.;0 THREADED SCREW I 0 THREADED 30 "a INSERT O71 AT 1/3 SPAN SILL 1� >�TCI INSERT 7 AT 1/3 SPAN z a¢ S7' 7 TO TO AN FROM f C TO TO N FROM E�(� BOTTOM OF SHUTTER l 111 BOTTOM OF SHUTTER (OUTSIDE) B 3/6"MA WICEIVING DTH,UPLT 3E TYPICAL OUTSIDE CORNER CLOSURE I $ y CC1 DETAILS WO/CORNER POST 3s 30 A NTS 13 30 WPmpR FRAW L®!W'DO PE 13 � 31 215 13 3 (OUTSIDE) 15-2339 SILL B` USE 111 BOX LOCK AT 1/3 SPAN TO 2/3 SPAN FROM PAGE DErcl�rtoFu BOTTOM OF SHUTTER TYPICAL INSIDE CORNER CLOSURE CC2 DETAILS WO/CORNER POST alag.4 MULTIPLE SHUTTER ASSEMBLY NTS z a a SCALE 3"=1'-0" /Q L Ewe L�� D o..8L NJ 1nN S 11013 3NIH7VW SIN dd SN011d0 32lnS010 301SOZ-17Ado'I3n1a dod S31V130 321f1S030 b3N803 1V31dJ1 .l b33 + ..0- �..E'3lVJs Wn1V m..9L/E'SWS S S a0 NoaaLos�ca.,, N01133S 1Nnon ITIS 301SNI 33 (301S1n0) o3zlNvnlvo-z/L •u« 6££Z-Si 9NIWVad 000M ao>00113 -\ £L '313a7NO)'JNIi SIX3 1V15-e1d9 3e 00+M�9Y�YNm uNWeW ON17VdS 31VW33 a0 31VW XVW a0i 3V103H)S 319NV WOIV aOHJNV 37N3a3i3a I AA x..Z x..Z a0 3dA1 N01103NN00 4 8/L• xZ ..l dOd mdAl'SWS ZLM 33aH1 9l E o LL 319NV11VNOlido LL a0.9L/E 3 UH1 odki WnIV A..91/E 33aH19NV Wniv 301SNI ..E60 x..L x..L 319NV WnNIWnIV 319NV H7V3snOnNIIN07• Sa3N31SVd ZN m a ..8/L x..S x..Z 3 7-77M 33S �4'3 1-f909 moo nvz (dA.L) 00..8L 1P) 1Vex > p > a000 a0 £ SWS 2L#a0 13/Ua � m�Z In 3lBtll aid SSVIO mIN dOd WnIV m..9L/E LL8 41nN N011tlatld3 N�m dAl 38!11 WnIV '70..8t d pmt y EL ssV?7 NW L91-E909..060 SWS Zlp a0 13n1a 9l/£ ACC ti x..L x..Z u r p .66 .1'9 OR m p AOi AV 6ST v 1i OCT 4 o O dE[ 46 `o ACT S6 Z6 �L(3-ina3H3S aOHJNV NI..0-.l-..E 31VJ5lfi .TOT Z9 W7NV ANV 3sn)N01103S 1Nn0N( 1n0 011n8 31VN83i1V q3 81 O]d3N31SVd LST M u c3 .99[ .EII Z9 ON17VdS XVW a0d 3lna3HJS npQ/Ie�p,K" pJ�PJMdSd 31 n °1 aOH7NV 37N3a3d3a 3)NV1S10 3903 il[X" .B/PSZRd �- 3dA1 N01103NNOO S K7.SMI 3'79VMOTTV SA 3afvmw i6 OR 3anlJnals P p 38n1 .10 L6 051 .sU x 12Ex" L 039W3 150H ONIl51X3Lilt S N N011 J3NN07 38%OL "3"10NV l A6i iT[ ZO[ 0..6 Qp)SWs..7/Ex7L -1 �S9T K1 Z6 && 9NIJVds x vmi XVW a0d 31nO3H7s XVW aOj 3in03H7S S1N UT AIT ZO (dA l)a3HSVM a0H7NV 3JN3a3d3a a0H7NV 3)N3a3d3a SINAL 3bnSOl3 63Nb03 Td31dk1 £33 ALT .vZ1 u ONIHSng Ol 301n9 UAL NOIJ03NNOD LO 3dA1 N01103NNOO SJ NId WOb3 XVw..7/L I llo8 naHl 31VNa311V EL MT AET vpi p _ 1VIS->001 31VW33 � j 2 d5d N 0 \ \m �� �� a031VW 3Sn AVW p o, Z ��\Nd. �1' �:�\ I dA l) 7 0..q� (E70)Y 31gr1 Mo �; ��)b I SWS ZLN a0 13AId LL TQp1A A=> �� I dOd WnIV O..9L/E T F -/N X \ 8000 a0 LT o dAl'SWS Zlp 338H1 yL� m'0 = SSV l9 I a0 S13nIa dOd fp m�y yVttIO,N.p mm�77 mZ C o Wn1V 0..91/E 33HH1 Z SO)?O xL �N Z318tl1a3d ONIJV3S ET Q,%mBmy�y m EL N011VUVd35 XVW a0d 31n03HJs I{ SSVTJ NPA aOH7NV 3JN3a3d3a ! 0 310NV Wnitl 5 �p Iz— p 3dA1 N01133NNOO L0 I ..9/L x..Z x..L a0 5> 3 - //t � L10B naNl 31tlNa 31lV � � / I ..9/L x..Z x..l p p a s , _ ' /LIOg9 a0 S 01 I '3ZIS a03�319VI 335 '41 �m 31ONV H]V3 AO OO�!i 1 1 AO 38n1 Wnly Sa3N315Vd Z Na, U/ a- (WO11084 dol dAll 0N17Vd5 \ _- 70..9 OD SWS 7LM € XVW aOd 31n03H3s \ oN a0 3 O..ZL cp)1nN/M ®,Z/1 a0H7NV 3)N30d3a \ / 1108 3NIH Jtlw 02-7/L 3dA1 NOLL03NNOO l0 9N17VdS l..' 3anl)ndis XVW aOd 31nO3H3S LSOH ON IISIX aOH7NV 3)N3a3d3a 3dA1 NOIL03NNOD l7 '3'd'00vvm3B'1 Ax A FRANK L.B NARDO,P.E. C5 CONNECTION TYPE • III - J REFERENCE ANCHOR EXISTING Z O SCHEDULE FOR MAX STRUCTURE SPACING GLASS w^ ¢ S"MAX 1/4-20 MACHINE BOC`f� ( •.C) OR DOOR u O GLASS ¢ Cl CONNECTION TYPE ' OR DOOR w w u REFERENCE ANCHOR W/NUT(A 12"0 C NO H ul Y w D SCHEDULE FOR MAX. 014 SMS(�6"O.C.= _<Q MN 73 j O' SPACING 1/2 (TVP.TOP 8 BOTTB�; 1 1D N; MIN 13 0 il.w it S J �� Z �11"t-ji 1/4"-20 THRU BOLT W/ GLASS X 0 0-' GLASS N �m /2" �•p _m PARATI l7 Q LOCK NUT 12"0 C OR PARATI 4 Z ¢< 014 x 1/2"SMS Ccb 12"O.0 PER X Z Z w �� . T(m Ft '� OR3/16-0 ALUM POP <� < n 5 6 R12 x 1/2"SMS(d 12"0 C E.S PER TABLE 2 i p O1JOR 3/16"0 ALUM POP TABLE 2 Z j RIVETS(A 6"0 C OR 1/4"0 l w OR 6RIVETS @ 6"O.0 E S i ALUM POP RIVETS(a 12"O.C. a //R 7/4"0 ALUM.POP RIVETS / O7 ANO 3Q ¢ FJca 12'OC E 5 1/4"MAX FROM PIN MN GLASS w ASSEMBLY SEPARATION 1 r DDZO1/4"MAX.FROM PIN GUIDE TO BUSHING 3 O^1/2'"TYP PER TABLE 2 iAND 0 GUIDE TO BUSHING o WASHER(TYP 1 I WW .. WASHER(TYP I I Z u •� ASSEMBLY mw GLASS N O an< / 1/2" 1/2"TYP. EXISTING CONCRETE, W 3 CONNECTION TYPE OR DOOR 3 Y4 o BLOCK OR WOOD FRAMING X a Z~ V)D•'s E w _ EDGE REFERENCE ANCHOR Q ¢a W Z / 4 CONNECTION TYPE DIST SCHEDULE FOR MAX. E Ou N "' w/ EDGE REFERENCE ANCHOR SPACING DIST. SCHEDULE FOR MAX Q SPACING AS SHOWN w / 3 CONNECTION TYPE IN DIAGRAM ON PG.9 p N 55 60R REFERENCE ANCHOR w O 0 6 �^ SCHEDULE FOR MAX EXISTING CONCRETE, BLOCK OR WOOD FRAMING / SPACING ALT FASTENER /2"TYPE GUIDE TOBUSHING IN d / LOCATION FRONT AND REFECl RENCE ANCHOR 1/ WASHER(TYP 1 w Y MAX FROM BACK ANCHORS NOT REO'D O INSIDE MOUNT SECTION W WITH THIS LOCATION B SCHEDULE FOR MAX 19 PIN GUIDE TO SCALE:3"-1'-0" SPACING I 5 CONNECTION TYPE BUSHNG WASHER H,a yy OA INSIDE MOUNT SECTION REFERENCE ANCHOR w 9 t•1` I (TYP I SCALE 3"=1'-0'. SCHEDULE FOR MAX > e a M EXISTING CONCRETE, SPACING C BLOCK OR WOOD FRA MI EMBED BUILD OUT MOUNT SECTION F u TYP BOTTOM EXISTING CONCRETE, SCALE 3-=V-0' BLOCK OR WOOD FRAMING 4 p E ;� EDGE IST EXISTING a g NOTE:FOR DETAILS A.B,0,AND E ON THIS SHEET. 4 CONNECTION TYPE STRUCTURE THE BASE TRACK MAY BE INSTALLED IN SECTIONS REFERENCE ANCHOR EMBED 5 CONNECTION TYPE WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HASal A MINIMUM OF TWO SETS OF ANCHORS AND IS A m SCHEDULE FOR MAX. REFERENCE ANCHOR x,^ R MINIMUM OF 12"LONG THE SILL OR CEILING TRACK W 5 6 SPACING SCHEDULE FOR MAX. USED WITH THE BASE TRACK MUST BE CONTINUOUS SPACING OVER THE GAPS BETWEEN SECTIONS. 3 16 1/2" (DOR02 it r w O VI GLASS W I-j w ix Ae OR DOOR MIN GLASS 13 H i C W IA W (ib W 012 x 1/2"SMS 12" EPARATI O i W `ALL' W Fw O.0 OR3/16'O ALUM PER IA ONQ 13 I-N O' a,�ada r wGLASS OR » POP RIVETS @ 6"O.0 TABLE 2 X C1 Z MN GLA = j V'0 Ow w OR 1/4"0 ALUM POP < 0:¢ DOOR VI Zo m t3 i i-+ RIVETS 12"0C F 0. MN GLASS N r Z u m yl PER TABLE 2 X5 Z' yt c SEPARATION O 0 4 J O a e� d PER TABLE 2 X Z O Z r 0. f t/4-20 S S MACHINE 4 ¢a O7 AND OB t/4"MAX.FROM PIN i o N ASSEMBLY 1/2„ v GUIDE T.BUSHING a i� SCREW 8 NUT C TYP WASHER ITYP.) C cc 12"O.0 GLASS OR DOOR 1/4"MAX FROM PIN m w O \ 1/4"MAX.FROM PIN g ' xQ W 4 CONNECTION TYPE 1/2 `O WASHER(BTYp�INGJul �t! GUIDE TO BUSHING 4 le N i WASHER ITYP I EDGE REFERENCE ANCHOR S•in EXISTING CONCRETE, DIST SCHEDULE FOR MAX �WiD0RFPN1(L6MY✓DO as BLOCK OR WOOD EXISTING CONCRETE, 4 CONNECTION TYPE IN DIAGRAM ON PG.9 REFERENCE NG AS SHOWN 2 ETIANCHOR TYPE 15-2339 FRAMING BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX. SCALlb OR x 3"x t/c"CONT 3 CONNECTION TYPE 012 x 1/2"SMS CO 12'. SCHEDULE FOR MAX SPACING Pwoc oesnvriowC 063-T6 ALUM.ANGLE REFERENCE ANCHOR O.C.OR 3/16"0 ALUM SPACING ALT FASTENER EXISTING CONCRETE, MAY BE REVERSED SCHEDULE FOR MAX POP RIVETS 6"0 C LOCATION FRONT AND BLOCK OR WOOD FRAMING SPACING BACK ANCHORS NOT REO'D S SHOWN DASHED) OR 1/4"0 ALUM POP WITH THIS LOCATION M 12"0 C.Op WALL MOUNT SECTION RIVETS CO CEILING / INSIDE MOUNT SECTION O WALL/BUILD OUT SCALE:3"=1'-0" SCALE 3"=1'-0" SECTION SCALE:3"=1'-0' MN GLASS K��I I.BENNARDO,R.E. GLASS SEPARATION z J 1111 ��►9`jx9 OR DOOR PER TABLE 2 o W \ U GLASS OR DOOR ;' No 6 z GLASS OR DOOR MN CiA55 rn N IA SEPARATION =A U W N a 0: MN GLASS Ir w PER TABLE 2 v P� F STAI S H SEPARATION a w j to .yI A/0 • O . \ W N PER TABLE 2 N N r N'Irs/ON 1 _ r =z W Z O 1 17-= rzw 129 IL <�U X I -j 13 WCN 3 zo UNl KQ L °z Cl CONNECTION TYPE X j a^ Z X =m - - _ 1/4"MAX.FROM PIN GUIDE 28 u a REFERENCE ANCHOR TO BUSHING WASHER(TYP.) aIn SCHEDULE FOR MAX oa WW ON,-jSS�u TWO 1/4"0 WOOD 250" SPACING a V) 0 .!E U' LAG SCREWS P p �wA u O C MAX WITH 2'. C4 CONNECTION TYPE �� .250" THREADED PENETRATION REFERENCE ANCHOR 7 "T"INTO CENTER OF 2X STUDS /m SPAC NG SCHE E FOR MAX B� C) EMB "T14 SMS Cm MIDSPAN BETWEEN /f I STUDS FOR TRACK TO 1"x 4" n PLYWOOD& TUBE CONNECTION EXISTING HOST STRUCTURE .. STUCCO FINISH 1"x 4"x 125" / 6063-T6 ALUM TUBE WALL MOUNT SILL DETAIL THIS DETSCALE t'-0"AIL TO BE USED WHEN STUD SPACING ON DECORATIVE FLOOR TRACK DETAIL @W SCALE 3"=t'-0" K EXCEEDS THE MAX.ALLOWABLE ANCHOR SPACING. w OWALL MOUNT SECTION THIS DETAIL MAY GALSO BE USED p SCALE 3"a 1'-0" = °C AT TOP =CID. N �p ACCORDION SHUTTER K g A PER PRODUCT APPROVAL r oGLASS F p g> 7 MN GLASS OR DOOR r I = SEPARATION 13 N O N R APPLICABLE AT TOP IA z PER TABLE 2 N EXISTING WOOD ER 42) AND/OR BOTTOM X as X z TRUSS OR RAFTER a Co)24"MAX 0 C. -1/ a a 2'OR 3' f IA EXISTING FINISH MATERIAL a i i1 a 8 g TO B'MAX.FROM PIN GUIDE i I 3 1/2'MIN. 5 6 1/ BUSHING WASHER(TDP 1 2 x 5"x 1/8"6063-T6 Ii m !� ALUM ANGLE W/THREE II Ii 2'x 3'x 'x CONTINUOUS OR 2.175" 6 1/4"TILE(TYP) 1/4"0 WOOD LAG i { 2"x 2'x%"x CONTINUOUS FINISH MATERIAL SCREWS WITH 2-3/4" q e 6061-T6 ALUMINUM ANGLE MINIMUM THREADED 2 [a i7i7 3/4'.PLYWOOD PENETR "T"IN WOOD @ 5 6 0.9'MIN.THICK 6061-T6 ALUM TRACK X 1/4"0 A325 GRADE THRU BOLT 0 7"0 EACH RAFTER OF TRUSS, � ANGLE FASTENED TO FASTENED TO ANGLE WITH 1/4-20 SOR S/16"0 A325 GRADE THRU BOLT C&12"0 C 24"O.C.MAX.WHERE c EXISTING 3 KSI CONCRETE MACHINE SCREWS AT 3"FROM ENDS GAL V OR S S ANGLE EXTENDS BEYOND ! eqE MOST STRUCTURE WITH AND 9'O.C.FOR THE BALANCE LAST TRUSS MORE THAN 11 i 7./, 1/4"0 ELCO ULTRACON TO CONCRETE/CMU pp ' '/�0 ELCO UITRACONS AT EXISTING CONCRETE HOST 5"0 C W/1-1/4"MIN EMB. 6". EXTEND ANGLE TO J i�jR 3'FROM ENDS AND 4"O.C. 2-yy M>H, NEXT TRUSS. w w W STRUCTURE(3000 PSI MIN) OR vc"0 LAG SCREW(A 9"0 C wn-7/8" r x FOR BALANCE WITH 1%" MIN.EMB. IN WOOD SG-O 42 TO 0 55 MIN EMBEDMENT AND 214' MAX.DESIGN LOAD AT 5'-0"MAX SPAN: EXISTING CONCRETE, 13 =3 = MIN EDGE DISTANCE, *62 P.S.f. HOLLOW BLOCK OR N,- STAGGERED WITH 3'MIN. ,DESIGN LOAD AT 6'-0'MAX SPAN: WOOD FRAMING SEE z z �,wortR1NXL�vmovl:_ SPACING,TYP, 2"x 5"x 1/8"CONT. X w t 52 P.S.F. ANCHOR SCHED a a 15-2339 Z BASED ON TYPE OF ALUM ANGLE(6063-T6) - I� O BUILDOUT MOUNT '" KJE HO STRUCTURE IMAX DESIGN LOAD x 72 P S F I a KANouurrl011 SCALE NTS Hb PASS THRU DETAIL O TRUSS MOUNT SECTION SCALE 3"=1'-0" K �9 SCALE 3"=1'-0" EXISTING HOST FRANIC� 7111��'P'E' ALT.LEG DIRECTION F�1Op163N/ STRUCTURE 1/4'ALL POINTS SOLID SET ANCHORS WITH 7/8•MIN "! 6541 12'MIN FROM EDGE OF ACCORDION ROUND WINDOW EMBED IN CONCRETE OR HOLLOW BLOCK,3-MINIMUMEDGE OF SHUTTER, SHUTTER BLADE$ ASSEMBLY 1/2' SPACING,AND 3'MINIMUM EDGE DISTANCETOP OR BOTTOM / (2)6063-T6 ALUMINUM .ANGLES PER BEAM END,SIZE 1/2' PER SPAN TUBE SCHEDULE _ EMBED. SPAN TUBE PER - __ DESIGN SCHEDULE C p 0 O~ a EDGE OF ACCORDION =lt7 ACCESS HOLE 1/4-20 MACHINE BOLT W/NUT O :�,n•, IUJ Fw,.• SHUTTER BLADES i U 12'O.0 OR#14 x 3/4"SMS 6'O.C. % t",P1 3.5"MIN TYPICAL - L 1/2'MAX. C3MIN EDGE 3 16 Sr`2.875.0 HOLE(TO RECEIVE DISTANCE ROUND WINDOW ASSEMBLY) MIN' S13 t MAXIMUM OF 3 WINDOWS EXISTING ON w[O •y _ PER EVERY OTHER BLADE- GLASSORS�= 3 1 LIGHT-N-VIEW WINDOW =d 3"MIN Niz N - �w EDGE 1/2'MAX w a 0 O 8 N.T.S. EXTERIOR ELEV DISTANC U. W S O 0 2 d 3 76 ""'MAX.FROM PIN(31J OE w C £G TO BUSHING WASHER ITYP I n� 121 O. MACHINE BOLT WIMS 6 0) 1/2- ACCESS 12'O.0 OR X14 x 3/4'SMS 6'O.C. F 2.875.0 HOLE TO SPAN TUBE PER w RECEIVE ROUND EMBED. 1 DESIGN SCHEDULE 8 WINDOW ASSEMBLY 1/2" (2)6063-T6 ALUMINUM p ANGLES PER BEAM END,SIZE N rn 0 UBUL EXISTING Z PER SPAN TE SCHEDULE O �y O +,#g d d HOST BOLTS SEE BEAM =' STRUCTURESCHE SCHEDULE FOR REQUIRED NUMBERS 1/4'ALL POINTS SOLID SET ANCHORS WITH 7/8'MIN g EMBED IN CONCRETE OR HOLLOW BLOCK 3'MINIMUM E: r 0.125' �,}0.125' SPACING,AND 3"MINIMUM EDGE DISTA4d u1 p 7"(I( 3 0.032' 0.032' MAX.DESIGN LOAD-t 72 PSF -2 Q �� \ 3 SPAN TUBE SECTION 0.196• N.T.S. VERT SECTION o / SPAN TUBE SCHEDULE NUMBEROF6 1 ALLOWABLE TIRE NUMBER OF ANCHORS PER MINIMUM ANGLE ROUND TIRE SHUTTER SPAN TIRU•BOLTS ANGLE LENGTH WINDOW 50E f OP SPAN TOP BORON TBTO OTM TOP BOTTOM TOP BOTTOM S 6 in ASSEMBLY TUBE TUBE TLBE TUBE TUBE TUBE TUBE TIRE 1 BO' 123.0 1aBS 2 2 2 3 41 r ji 0.12r or lol.T 106.0' 2 2 3 3 T T / 127 88.8' 84.4• 2 2 3 9 T 7" 1! w 120.T 167.0' 2 _ 2 2nslx a P T 1 0.125• vw 114.8• 124.1' 2 2 a 3 T r - / 123' 1026' 108.0' 2 --- 2 4 4 10" 10' or 138.0' I9LV 2 _ _2 S 3 r r 2 02.875" TT 0.1� f z � - YT 122r 166.r 2 7 3 t r t0' B 03.250" 0.125• +2r ns.4 +37.r 2 a 4 6 tr tr Q f or 150.1• 240.7 2 2 a 4 r +o' / 2'x10'x Or 140.8" i 22B.P 2 3 4 6 10" 16' � 1 29 LIGHT-N-VIEW WINDOW �\ �/ 5.1875 123" 132.2• 203.1• 3 4 1 6 1 7 ' 13" 19' M14BBRYBILBa4Y1B0 F! N.T.S. SABIC PLASTICS SLX1431T-UL-94HB i SPAN TUBE SCHEDULE NOTES: X3x x x 4'ANGLES FOR 2"x5"8 2"x6"BEAMS. 15-2339 2. USE 2'x5'x 1/4'ANGLES FOR 2'x8•&2'x10"BEAMS. - 3. USE BEAM SCHEDULE FOR DETAIL 3/8. PAr BYO1T120NI 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, 91 ANCHORS,ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS S N.T.S. EXTERIOR ELEV ABOVE AND BELOW THE D 6. LAP BEAMS ARE NALLOWED. • 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. ANCHOR SCHEDULE: CONCRETE NL ENNARDO,P.E. _ 2.5"MIN EDGE DISTANCE Spans6'-0ero UO To " SUp To 8'-3" Sw -0 ti ro UO To 12' " LOAD _p,,• �_, rii ppcc CONN TYPECONN TYPE CONN TYPE •; Q ox F ANCHOR (per cl Q C3 1 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS NO PEO ' 1/4"TIW TAPCON OR ELCO 43 16.0"16.0".15.0•'16.0•'16.0"116.0"116.0"19.0" 13.0'16.0"16.0"19.5"1 S.5'18.51, 14.5• ULTRACON WITH 1-3/4" 53 16.0"1_6.0"_10.5"14.5.16.7 16.0"12.0" 7.0" 10.5"16.0"15.0" 7.5 4.5 7.5' 10.5' _ * UI N EMBED(3192ps1 MIN CONC) 62 16.0"'16.0" 8.5" 12.5'16.0'16.0" 9.5 S.S" 8.5 15.0"15.0" 7.5" 4.5 1 7.S" 10.5 �� 70 16.0"13.0" 7.0" 11.0"16.0.1S.S" 8.7 5.0" 7.5•' 11.5"15.0" 7.5 4.5 7.5 10.5" 7 /'8 COMBINATIOM •• STATED--.. r-� 100 15.0" 7.5" 4.5" 7.5" 10.5"15.0" 7.5" 4.S 7.5" 30.5"15.0" 7.5" 4.5" 7.5" 10.5" 2 x S TVP) 9 /g0 COMBINATIOI�Y� ••.A' ".,M O -- 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" s ••�CRID w 1/4"MILLENIUM MILIFAST s ur col+ ETe)�(3z7spr62 167 15.0 8.5 13.0"16.0"f6.7 s s.s7^ s o 13.r 13.5 �.0 4s• �.s5 s.s" 0 '�i,'ONAL O L 3, 707-1 12.7 7.o" 11.0"16.0"14.0" 7.0' 1.5 8.0" 10.5"13.S" 7.0" 1.5 7.5 9.5 UI f1 * Q _ 100 13.5"1 7.0"-4.5-T7.5-,9.5• 13.5 7.0" 4.5 7.5" 9.5 13.5" 7.0" 4.5" 7.5" 9.5" CL y m a 1/4'ELCO CRETEFLEX SS4 43 16.0'•16.0"16.0 16.0 16.d 16.0"16.0"13.5 16.0 16.0 16.0"12.5" 8.0" 13.0"16.d' Z 1 x 5 TYP. 2 x S TVP Q W/2'EMBED(3350pM MIN 53 16.0"16.0"16.0"16.0 16.0"16.0"16.0"10.0'15.5 16.7 16.0"10.0" 6.5" 11.0"11.0" W W O 9-xx. i CONIC) 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 6.5 11.0"14.0 3 4-'C i7 70 16.0"16.0'10.5'16.0"16.0"116.0"10.5 7.0 11.51,115.0-16.0"10.0" 6.5 if.7 14.0 N o' x w 100 16.0"10.0" 6.5 11.0"14.0"16.0"30.0" 6.S' 11.0"14.0"16.0"10.0' 6.5" 11.0"14.0" o w w 1'MIN EDGE DISTANCE NOTE "S"INDICATES ANCHOR SCHEDULE SPACING b0 Cl I C2 I C37 u C3 Cl I C2 I C3 I C4 CS I Cl D2 tl u Cs SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE: I/4"TTW TAPCON OR ELCO 43 16.0"16.0" 7.5" T. 16.0"16.0"16.0' S.0" 5.5" 16.0"16.0" 9.0" 3.0 4.0 14.0" C2 CONNECTION TYPE USING PIECE WITH OUTSIDE ULTRACON WITH 1-3/4' 53 16.7 16.7 SS-'65- 16.0"16.0"12.0" 4.5" 16.0"14.5 7.5" 10.0" ANCHORS ONLY I^ EMBED(3192psI MIN CONIC) 62 16.715.5 4.5 5.5 16.0"16.0" 9.0" 4.0" 14.514.5 7.5 10.0" - Cl.CONNECTION TYPE USING PIECE ®WITH 70 16.7 12.5 4.0" 5.0" 16.0"15.0" 7.5' 11.0"14.5 7.5 10.0" OUTSIDE ANCHORS ONLY 100 14.S" 7.r 10.0`14.57.5 10.0'14.57.5 10.0' J 1/4•MILLENIUM MIL FAST 43 16.7 16.0"11.0 13.5 16.0"16.0'13.0' 6.5 9.5" 16.0"13.7 7.0" 4.0" 6.5" 10.5' �^ WITH 1-3/4'EMBED(327SOM S3 16.7 16.0" 8.7 11.0 16.0.16.0" 9.0" 5.0' 7.5 16.0"10.5 5.5" 5.5 7.S• ANCHOR NOTES: w 4' MIN CONCRETE) 62 16.0"11.5 6.0" 9.0' 16.0"13.5" 7.0•• 4.0 6.5• 11.7 10.5 5.5" 5.5" 7.S' h e 70 16.T 9.5 5.5" 8.0" 16.0"11.5 5.5" 5.5" 8.5 10.5" SS" S.5" 7.5 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPAQNG ya p ru ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE �' < 100 10.5 5.5 S.S' 7.5 10.5 5.5 5.5" 7.5" 10.5" 5.S' S.5" 7.5 LIMITED TO THOSE SHOWN IN TABLE 1(Pg 1). _ 1-1/4'MIN EDGE DISTANCE o tL 0 1/4'ALL-POINTS SOLID-SEC 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, .m'4 m U ANCHOR W/7/8'EMBED b Cl I C2 I tl G CS Cl C2 C3 G CS Cl C2 tl G CS ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR 1/4-20 SS MACHINE SCREW 43 16.d'16.0" B.5 10.5"'36.0"16.0"12.0 5.5" 7.S' 16.d 12.5 6.5" 3.0" 5.0" 10.0 EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER p y (3DDOpM MIN CONIC) 53 16.0"15.0"•6.5 8.0" 16.0 16.0" 8.5 4.0' 6.0" 35.5 10.0" 5.0` 4.0" 7.0 THAN OR EQUAL TO SHUTTER SPAN. =of a 62 16.7 11.7 5A" 7.0" 16.0-112.5-16.5" 3.5 5.0" 30.0"10.0" 5.0 4.0" 7.0" 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. .E 3 •�Q 70 16.0 9.0 4.S"6.0" 16.0 10.5 5.5 3.0-14.0' 8.0"110.0-5.0" 4.0" 7.0" E g 100 10.0" 5.7 4.0" 7.0" 10.0' S.7 4.0" 7.0" 10.0" S.7 4.0• 7.7 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER a g 1/4'ALL-POINTS SOLID-SET 3'MIN EDGE DISTANCE ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE ANCHOR W/7/8"EMBED 8. Cl C2 tl G CS Cl C2 tl G C5 Cl C2 tl G CS CONNECTION TYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF 3 1/4-20 55 MACHINE SCREW 43 16.0 16.0"16.0"16.0"16.0"16.0 16.0"11.5'16.0"16.0"16.0"11.0" 7.0" 11.0"16.0" CONNECTION TYPE. _� a (3000ps1 MIN CONC) 53 16.0"16.0 13.5 16.0"16.7 16.0"14.0 8.5' 13.5"116.0"116.0"16.0" 8.5 5.5.. 9.5 12.0' 5. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE ILLL�rlvll 62 16.0 16.7 10.5 16.7 16.7 16.7 11.0" 7.0'• 11.0•'16.7 16.0 8.5 5.5"19.5-112.0" ONLY. •'ss0 70 16.0 15.0 9.0" 14.0-116.0-116.0- 9.0" 6.0" 10.0"113.0-16.0 8.5" S.5" 9.S' 12.7 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED 100 16.d' 8.5 S. 9.5 12.7 16.7 8.5 5.S' 9.5 12.0"16.7 8.5 5.5" 9.5 12.7 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 LL W/1/4-20 SS BOLT AND Cl C2 tl G CS Cl I C2 tl C4 I CS Cl C2 C3 G CS FINISHES. 1"EMBED(3000psl MIN 43 16.7 16.7 14.7 16.7 16.7 16.0'14.7 8.0" 12.S 16.0"14.7 7.5" $.0" 8.7 11.5 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS a CONIC) 53 16.d'16.7 9.5 14.7 16.7 16.7 9.5" 6.7 10.0 16.7 11.5 6.7 4.0" 7.7 8.7 VARY.FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING 33 ■ MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR n •� 62 16.d'12.5' 7.5 12.7 16.0"114.5"17.5" 5.0" 8.5" 11.5 11.5 6.7 4.0" 7.0" 8.7 SIDE CLOSURE PIECES, q qq y 62 70 16.0"10.0" 6.5"1 10.5 16.0"112.0"16.0- 4.0" 7.5-19.0-111.5-16.0- 4.0' 7.0" 8.0•• 100 11.5"16.0" 4.0" 7.0"1 8.7 11.5 6.0 4.0 7.0•' 8.0"Ill S"I 6.7 4.0" 7.7 8.0" 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER 3-1/2'MIN EDGE DISTANCE SHALL BE LOCATED IN CENTER OF NOMINAL 2"x 4"(MIN.)WOOD STUD.3/4' 3 1/4'POWERS SS DROP-IN EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING,. LAG SCREWS SHALL W/1/4-20 SS BOLT AND Cl 1 C2 1 C3 T C4 CS Cl C2 C3 G CS Cl C2 C3 G CS HAVE PHILLIPS PAN HEAD OR HEX HEAD. @F 1"EMBED(3000ps1 MIN 43 16.7 16.7 15.7 16.7 16.7 16.7 14.5 9.0" 13.5 16.7 15.7 7.5 5.7 9.0" 12.0' e 9. MACHINE SCREWS SHALL HAVE MINIMUM OF i/2'ENGAGEMENT OF THREADS IN 6 g A CONC) S3 16.7 16.7 10.5 15.7 16.7 16.7 10.7 6.5 10.5 16.7 12.0' 6.0" 4.7 7.5" 6.5' BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER , 3 •� 62 16.7 13.7 6.7 12.5"[16.0"15.7 8.0" 5.0" 9.0" 12.7 12.0-16.0- 4.7 7.5 8.5 HEAD(SIDEWALK BOLT),U.O.N. 70 16.7 10.5 7.7 11.0"16.0'12.5' 6.5 4.5' 8.0" 9.5" 12.0' 6.0" 4.0" 7.5" 8.5" ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. y' g 100 12.7 6.7 1.7 7.5 8.5" 12.0 6.0 4.0" 7.5 8.5" 12.0" 6.7 4.7 7.5 8.S' ■p @ _ 2•MIN EDGE DISTANCE • DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, IR ■�e NUT OR WASHER WINGNUT. 11 s12 SMS w/2'EYEWALL CI C2 tl G CS Cl C2 C3 C4 CS Cl C2 tl G CS mvrwurteuNc�N»wsov� ARMOR INSERT W/2"EMBED 43 16.7 16.7 11.5 14.0"16.0"16.7 16.7 7.5 10.0-116.0- 6.7 9.7 4.5" 6.5 13.5 11. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE.(2000ps1MIN CONC) 53 16.0"16.7 8.S' 11.0"16.0"16.7 11.5 S.S' 8.0" 4.7 70" 3.5" 5.5 10015-2339 62 16.7 15.7 7.7 9.5;16.7 16.7 9.0" 4.5 6.5 4.7 7.0" 3.5" S.5 10.7 IZ WHEN ANCHORING TO HOLLOW BLOCK,SDS DRILLS SHOULD NOT BE USED TO 9r",..DRILL INTO HOLLOW BLOCK,NOR SHOULD IMPACT DRILLS BE USED TO INSTALL iwe OsCRUM M- 70 1&0'12.7 6.0' 8.0"'16.0"11.57.5" 4.d' 6.0" 4.7 7.0" 3.5" S.5 10.0" CONCRETE SCREWS TO HOLLOW BLOCK 100 14.7 7.7 3.5' S.5 10.0"14.7 7.0" 3.5 5.5 4.0" 7.0" 3.5 5.512SMS W/2.75'EYEWALL 43 16.7 16.0"16.0"16.0 16.0"16.7 16.0"10.7 14.7 6.7 11.5 6.0" 9.5 16.0• ARMOR INSERT W/2.5" 53 16.0'16.0 12.0 16.0 16.0 16.7 15.7 7.5 11.7 16.0" 9.7 5.0" 8.0" 13.w'EMBED(2000pM NIN CONIC) 62 16.7 16.7'9.S' 13.5")16.0"16.7 11.5 6.5 9.5 16.0" 9.7 5.0" 8.0 13.0" 616.0" 9.5" 5.5" 8.5 6.0" 9.0" 5.0" 8.0" 13.0" (0) 16.7 9.0" 5.0 8.7 6.7 9.0' 5.0" 8.0" 13.0" mmmm mmm® ® ' 1-3/4'EMBED(2899psi MINo mmmmm m®�mmmmmmm mm®mmmMUM" ommmmmm®®mmmmmmmmmmmmm®®mm mm �m®mmmm��m®mmmmmmmmmmmm mmmmmmm - �' mmmmmmm�mmmmmm®mm�mmmm�mmmmmmm . mmmmmmmm®mmmmm®mmmmmmmmmmmmmmmm .. mmmmmm®mmmm ®®®mmmmmmmmmmmm®mm � ' CONIC) : . ,,.._ ��mmmmmm�mmm��m®mmmmmmmmmm¢�m®mm � • ._......,....,. mmmmmmmm�m mmm®®mm®mmmm®mmmm®mm = . mmmm®®m��®�mmm®®mm®mmmm®mmmm®mm !MIN CONC) moo©omoo©000©mo© - mo©momoo©v mm�mmmmia®mmm /iim ' mm mmmmm mmaiaimmm ///mmmm lii mm rr2Uons Up To 8'-3" Spans Up To TYPE ONN CONN TYPE mmmmm C4 7C mm�11011® CS �®lo �m✓/ai0, aiiilil::iiia,®mem®�®�®�®11111 mmmi/i0,iai0,m®ilii%11111 11111®11111 11111 1111 iiiiiiii��®���� - o®m iiia iiii��®11111 iiia iiia%jiIg ilii////// oiiiiii%ilii U2mp/mmm is iiiammuWaii /m/mm iioi mKW//i OWNOW0aEm iii iii iii iii/iii iii i///iiiaiaa�m®iiia %///a%///a�%///a%///a�%///a%///a�%/////,%///a%/////.%///%'/////%'///////:m'///////,0,,00,N////.''//////m''=1111,%///%%///%%//aia'�////a%//aL////i%//a 11/4'ELCO U-N WITH ®��%////���%////%///%i// %//%i////i///%i////i%///ai��®��aaga%11////."%/////."%11//%m %//// // 0E///1//////i////i9M%////%/////%///i/////1i////ii%//%a////ai%///%%///%i%/////.9M®%/////KUKMma///////01111/.%/////.M9M%/////:"/////%////M 0ff 2%///%0101,/////.®%///////////1//////%///////////////////i////i////iuam%////i®mm'/////////%//%i%///%u2a2%/////'/////%///%m M%///i///%i///%i%//a%///%%///%i%////%i%///a MOR/ N%%///%%/////,r///%%///%%/////.Im"'/////%%////%/////.U2�%/////%/////%/////M�%//%/.%�///%iFo ®%//// ®%//%i/////WN/m , VI vam////%/////mEW%///%%////%////imp%//%///%i///%i%//%i��%//%i��®%///%i%//1111%//%mmNOell%/////,%///%%//// 0E 0 1////ii%//11%11/%iHA�%///%i%////a%///a%////m%/////.%//////0//////V///®a2%////mmm2%///%////%////%/////®%//%i////,/OWNi///a %///i%////m//////////////////miVV// ///a m%///%//a%//a%//®%//a%////,%///%%/////a®%/////V/////,%////,"'////// momoo©om�Urzo©©o®m©moo©©©©momoo©o mmm��mmuaaa9 1 am0 9 m/i iammm mmmEEAmommmummm ®111110 m momm mp mmffl m/////."'///////,''///////,gym"'/////%'///,%,////®mm�® /i//,.mHALE29U mom �/aii/i11111111//mea/%iai%iiaia.®IMm1a/11AMMM o//r�MM®iia/�M - ■m©� 3'MIN���o©® �o �eoeoo V/////,r/////, ilii1111/111111 iiai loll/1i//ii//iim amm�m i/i///ii/iii/111111 iiammUai�///MO aa�ilii loll/00//iii/ate i/i;//ice//a /a i/ai/11101//i;/laiia mMMm�Woliammmiai iia/�m /MVM li i/iii/iii/iii/iii/iii/iii/iii/i iliirais /ii//am = mm is//i/�mc�ilal11111 m ,. //V1/aV///V//a,�///V///,7//a//1,r///,V11/Z/111%V1//W1/%V///m m�//11//�mmV1//*11/a..mmF2%a/%////m3-1/8"MIN EDGE ® momi�©mm©© ..TANCI Ell" ®m©o 1-1/4'EMBED m�/ai,iiaammiai/i//////omiaiiiNOiai /i 0i mmmEm2m/� //i/mm /ii/111/i1/,maa:,/0,i/ii/i1111/iim m 0 a miia//i/ii m//iii/o.V/a 11a� iai�iai lollioWVO,0=11, NW/,=1,Z/,ME 2V/am� //ia///ai/i m//ia,WWWO loll _............ mEll �//a////,�///// M //OV/ / iV/%r///Gra/��//r///r1///0111,®a2////a2mm2///%///�///%//a a////Oa//a//// /a// / //%/////a, ///,Va//Va//,m1V//,ra/aaW//�1//;WONW//r/O, a 2 r/////MOR/a%V/a/ - 10 FRAN ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK 111111111 8e�549NARDO,P.E- __ _ 2'MIN EDGE DISTANCE _ `��aY",.•• �� __ Suns Up To 6'-0" Spans Up To 8'-3" Spero Up To 12'-0" 1.IC LDAD CONN TYPE CONN TYPE CONN TYPE (1�.•' •. N ANCHOR (Dsf) Cl C2 I tl I C4 I CS Cl I C2 C3 I C4 I CS Cl I C2 I C3 I C4 CS =# No PE 012 SMS W/2-EYEWALL 43 16.0 16.0 7.5" 9.0 16.0 15.S" 8.5" 4.5" 6.5" 15.5" 8.5" 4.5" 4.0" 7.0" � 3 m ARMOR INSERT W/1-1/4" 53 16.0 10.5" 5.0" 7.0 16.0 11.0" 6.0" 3.5"13.0-111.0" 7. 3.5" 3.5' 5.0" * =Ip 9y EMBED7.R3.5- _ r�pp [j 62 11.0 7.S 4.0" 6.0" II.S' 9.0" 1.5" 4.0 N 3.5';5.0" NN 3.5" 3.5" 5.5" 7.0 3.5"=3.S' S.0" �0STATE OF Za , i -.1 !/ (/ loo 7.0 3.5" 3.5"-5.0" 7.0" 3.5" 3.5' 5.0•' 7.0" 3.5" 3.5"' �'•.;°(ORIDA• C A '" ANCHOR SCHEDULE: WOOD (G=0.55) /,11111311 3/1"MIN EDGE DISTANCE G Sura Up To 6'-0" Suns Up To 8'-3" Spens Up To 12'-0" y� Q m z O LOAD CONN TYPE CONN TYPE CONN TYPE Z _ ANCHOR (fes Cl C2 C3 C4 CS Cl C2 C3 u CS Cl C2 C3 u CS WW u"�'4 z u uj 1/4'LAG SCREW WITH 1-3/4 43 16.0"16.0"11.5".12.5"16.0 16.0 16.0 7.5" 9.0 16.0 16.0"14.S",.4.S' 6.0 16.0 xx MIN THREAD PENETRATION 53 16.0" 16.0" 8.5"130.0"16.0 16.0 16.0 6.0" 7.0 16.0 16.0'11.5''4.0""5.0" 16.0 a z w 62 16.0" 16.0" 7.0" 8.5" 16.0 16.0 11.S" 5.0" 6.0 16.0"16.0"I1.5' 4.0" 5.0" 16.0 pw W 70 16.0"16.0" 6.0"'7.5" 16.0 16.012.r I 4.0 S.S" 16.o"16.0"IS.S•'1.0 5.0":16.0"" 'o O 100 16.0"_11.5" 4.0" 5.0"'16.W'16.0 11.5' 4.0" 5.0" 16.0 16.0"11.5" 4.0 5.0"�16.0" f° 7/16'WOOD BUSHING WITH 43 16.0",16.0" 8.0" 10.0"16.0 15.5" 8.S" 4.5" 7.0" 1S.S" 8.S" 4.5" 1.5" 7.0" n 0 1.13"MIN EMBED 61/4-20 53 16.0"10.5" 5.5" 8.0"'16.0"11.0 6.0" 1.5" 5.5" 11.0 7.0" 3.5" 4.0"'15.0", � SS 14ACMINE SCREW 62 14.0 8.0" 4.5" 6S' 1+.5' 9.0 4.5" 3.0" 4.5" 7.0" 7.0 3.5" 4.0"I 5.0 m o ,L® 70 12.d' 6.0" 3.5" 5.5'112.5' 7.5" 3.5" 4.0" 5.5" 7.0" 3.5" 4.0" S. HM o IOD 7.0" 3.S"911Zz,111,4.0" 5.0" 7.0 3.S" 4.0 5.0" 7.0" 3.5" 4.0 3.0 1 3 js14 SMS OR fi+WOOD t! 16.d'16.0"12.5' . 16.0 16.d' 8.0" 10.0 16.0 16.d'11.5' S.0 7.0 16.0SCREW wrrH 1-3/4"MIN 53 16.0 16.0 9.0 !145"L 16.0 15.0 6.0" 8.0•';16.0"16.0 9.5" 4.0 S.S" 13.0THREAD PENETRATION 62 16.016.0' 7.5" 16.0 ll.S" 5.0" 7.0" 16.0"16.0 9.5" 4.0 5.5" 13.070 16.0 16.d' 6.5" 16.0 10.0 4.5" 6.0" 14.0"16.0 9.5" t.0"1 5.5" 13.0 1�N F lOD16.0 9.5" 4.0" 16.0 9.5" 1.0" 5.5" 13.0"16.0 9.5" 4.0" 5.5" 13.0" F,p p� 19 ANCHOR SCHEDULE: WOOD (G=0.42) =_g G 3/4"MIN EDGE DISTANCE 1° S ry Sols Up To W-W' Sum Up To B'-3" Suns Up To 12'-0" E G J CONN TYPE CONN TYPE CONN TYPE S _ ANCHOR Cl IC2 C3 C4 CS Cl C2 a u CS C1 C2 C3 u CS a 1/4'LAG SCREW WITH 1-3/4 43 16.0 16.0" 9.0"J 10.0"16.0 16.0 16.0" 5.5" 7.0" 16.d'1&0-19.5- 3.5-14.5- 15.0 m MIN THREAD PENETRATION 53 16.0 16.0 6.5"1 8.0".16.0 5 5.r16.0 12. ' 4.5" S. 16.0 15.0 7.5" 3.0" 4.0" 11.0 ^ <Q 62 16.0 16.0 i S.5" 6.5•' 16.0 16.0 9.5" 3.5" 5.0 15.0 15.01 7.5"�3.0 4.0 11.0 Si R c 70 16.0 16.0 8.0 3.0 4.0" 11.5"15.0 7.5-,3.0" 4.0" 11.0 t7 100 1S.0 7.5"!3.0" t.0":13.0 15.0 7.5" 3.0" 4.0 11.0 15.0 7.5" 3.0 4.0 11.0 014 SMS OR 014 WOOD 43 16.0 16.0.8.5" 10.5"i 16.0 16.0'12.5" 5.5" 7.0" 16.d'13.0 6.5" 3.5" 5.0 10.5' 8 O SCREW WITH 1-3/4'MIN S3 16.0 16.0 6.5" 8.0" 16.d'16.0" 8.5" 4.0 5.5" 16.0 ITIS" 5.S" 2.5" 4.0" 7.S" THREAD PENETRATION 62 16.0 11.5" S.0" 7.0" 16.d'13.0 6.5" 3.S' 5.0" 10.5"30.5" 5.5' 2.5" 4.0" 7.5" Un mmnml> 70 16.0 9.5":4.5" 6.0" 16.0"11.0" 5.5" 1.0" 4.0" 8.0" 10.S" 5.5" 2.5' 4.0" 7.5" � ANCHOR SCHEDULE: GROUT-FILLED z.s" +.o•' 7.s" 1o.r s.s•'�2.s' 4.0" 7.5" p D CONCRETE BLOCK a q q 4'MIN EDGE DISTANCE G Spens UD To 6•-0" Soem UD To 8'-3" Suns Up TO 12'-0" a! G LOAD CONN TYPE CONN TYPE CONN TYPE O O ANCHOR (Oso Cl C2 1 C3 1 04 CS Cl I C2 C3 C4 CS Cl ! C2 I C3 I C4 I CS 5/16"ITW TAPCON XL W/ 43 16.0"16.0"'.16.)0"16.0";16.0"16.0"16.015.d'16.0"16.0 16.0 15.0" 9.0" 14.d'16.02-1/4"MIN.EMBED 53 16.0"16.00T36. 6.0"16.0"16.d'16.d'11.d"16.0"16.0"16.0"12.0" 7.5"'12.0"16.0"6216. 16.0" 6.0 16.0"16.0"15.d' 9.0" 1t.0 16.0"16.0 12.0" 7.5"112.0".16.0"70 16.0"'160"11. 6.0 16.0 16.0 12.5' 8.0" 12.5"16.0 16.d'12.0"10011 .0" 7.52.0 16.0 16.0 12.0" 7.5" 12.0"16.0"16.0"112.0"17.5" 12.0 16.0 5/16'ELCO ULTRACON W/ 43 16.0 16.0"10.5".11.0 16.0 16.0 10.5 6.5" 9.S" 16.0"11.0' S.5' 6.5" 9.0" ' 2-1/4"MM.EMBED 53 16.0"13.5" 7.5"'11.0"16.0"14.0" 7.5" 7.5• 13.5" 9.0" W6.5-" COPfV3RFFW(LENlWWPP 62 16.0".10.0 6.0" 9.0" 16.0 11.0 5.5" 6.5" 9.0" 9.0" 15-2339 5.5" 7.0" 9.0"100 9.0" S.S 6.5" 9.0" S.5" 6.5" 9.0" PAGE oftaImp+, �U 2'MIDI EDGE DISTANCE _ _Cl C2 a u CS Cl C2 tl u CS Cl C2 a u t a 012 SMS W/2"EYEWALL 43 16.0"16.0'"9.5" 11.5"16.0 16.0 11.d' F." 8.0" 16.0"1+.5" 7.5" ARMOR INSERT W/2'EMBED 53 16.0" 16.0" 7.0 9.0" 16.d'16.0 9.5"1 4.5' 6.5" 16.d'11.5" 6.0"�3.0"'4.5" 8.S' - • ��_� 70 16.0"10.5",5.0" 6.5" 16.0 I. 6.S"13.0;1.5"19.0-,111.5-16.0"1 3.0" 4.5"1 8.S' ANCHOR HEEE SHEET ,I 100 11.5"'6.0" 1.0" 4.5" 8.5" 11.5"1 6.0" 3.0" 4.S' 8.S" 11.5" 6.0" 3.0" 4.S" 8.5" �J �J