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Florida Building Code Online 1/3/18,9:11 AM BCIS Home 1 Log In i User Registration ! Hot Topics'� Submit Surcharge ! Stats&Facts i Publications FBC Staff SCIS Site Map Links I Search 1 blorida RON Product Approval F A USER:Public User r ProductAooroval Menu>Product or Application Search>Aoolication,List>Application Detail a' + FL# FL13757-116 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 Indeol.ndf FL13757 R6 COI IndeR2.pdf FL13757 R6 COI Indeg3.odf Referenced Standard and Year(of Standard) Standard Year https://wwty.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvgk7yHMuovbmRcEiVwSME9kgduPjgrWwKgqkMAsTBN9A%3d%3d Page 1 of 3 Florida Building Code Online 1/3/18,9:11 AM ASTM E1886 2006 ASTM E1996 2005 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13757 R6 Equiv Eouivl.pdf FL13757 R6 Equiv Equiv2.pdf FL13757 R6 Eauiv Etu isy3.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 Larger Missile Impact Resisiant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757 R6 II Dwal.pdf Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo, P.E. PE0046549 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See installation drawings for allowable span/pressure FL13757 R6 AE Evali pdf combinations and additional limitations of use. Created by Independent Third Party: Yes 13757.2 6.8 Streamline Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757 R6 II—Dwg2.pdf Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo, P.E. PE0046549 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See installation drawings for allowable span/pressure FL13757 R6 AE Eval2 pdf 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 11Dw 3q _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 ve t Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.CODVrlght 2007-2013 State of Florida.::Prlyacy Statement Accessibility Statement::Refund Statement https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgk7yHMuovbmRcEiVwSME9kgduPjgrWwKqqkMAsTBN9A°/"3d%3d Page 2 of 3 6.8 ACCORDION SHUTTER FfUoiKL66h'NAO�PE `\`till r 549 r fa 1 TC FOR USE WITHIN AND OUTSIDE THE HVHZ LICErys /// U ` kQp.•. 7{ No PEO O TABLE 1 TABLE2 TABLE 3 ALLOWABLE SPAN SCHEDULE =v �65 ALLOWABLE N SCHEDULE MINIMUM SEPI FROM GLASS AS ESSENTIAL FACILITIEB ONLY ' L9: 30 ALLOWABLE SPAN ••��! o N FOR USE (THIN T E HVH FOR USE WITHINTH H H SCHEDULE ST�r `1 8>< HVHZ HVHZ MINIMUM SEPARATION MMIMUMSEPARAMON Epp �W POSITIVE POSITIVE WIND HVHZ FROMGLASS NON-HVHZ FROM GLASS '••�< �Am S WIND LOAD LOAD IIITH'I NEGATIVE POSITIVE POSITIVE / S ••.�RIDA.,.• o�LL yqy DESIGN WITH GENTERMATES WIND LOAD DESIGN SHUTTER INSTALLATIONS INSTALLATIONS DESIGN SHUTTER // N _ WIND uNIMH7E zs ALL PRESSURE SPAN S30ABOVE >30'ABOVE DESIGN POSITIVE PRESSURE SPAN INSTALLATIONS INSTALLATIONS / AL E ul LOAD(PSF) Q OR IDA MOUNTING ('SF) GRADE GRADE WIND NE�DEALL"D (PSF) s GRADE I GRADE rr'rrI1Illli tf_fee'Q` 95 U . CONDITIONS'• (W.) (IN.) LOAD MOUNTING (w•) (W) uQ ga9a Oo OR as 8 >• O O 29.3 � 150' S.7• 3b' (�� CONOINONS- - 5p• 31" 1.1. Z� gw m 23.9 15W 160" 150' - mN _ 60• 3.0• 1.1" 50.0 150' 99" 3.1' 1.4' W 25.0 154' 166• 15G' 30 �NuzS 99°. 3.0• is• sso 166• 120• ar 1,9' co 14r 156• 150• 30 120• 3.0• 1.915.0 142* 1500_ 150° 600 140• t5s• Sr5.B" 3b• o W 6Y Lu 40.0 137' 145• 160' 1511 5.r a6• 65.0 143• 80' 3,1'-- - 1.1• 45.0 133• tar 160• 60• a0' 1.1• 70.0 tar 98' a1' I.5'_ D 40 5D.0 12V 137, 99' 30' 1.E 75.0 133" 108• 3.1 110' 55.0 126' 134' 156• 40 108' 3.0' 1,8• 80.0 128• for at" 22' 800 126' 131• 748• 12W 310' 2.Y BSA 126• 132* 68• 2r .., 65.0 12r 128• 14W 137 __--5`r-- - 2,W-- 900 121• 1 156• SA' 4.3• TDA 119• 128• 137' 146' 6.7• 3.6•- 950 1101 60' 3.1' 75D NT 17A" i33• 60' a0' 1.1' 100.0 115' 99• 3,1" 1.T '1 ' 99" 310' 1.r tOSA 717 108' at• _ 20' Y 80.0 H5• 12W 128` 60 - - W 85.0 713' 12D' 123• � 108" 3.0' 2.0' _ 110.0 110' 120• ai• 120" 10' 2.5' 116.0 10r 132' 610• 3.11 BDA 112• 116' 121" - .~ oQ i137' S.7• 35' 120.0 _ -105' 1w 5.81 62' 05.0 110' 117' 116' 100.0 109' 116' 11G 07 rn3 4 110 80' 3.0• tr 1250 107 60• a1• _ 1.1• �.E e O I - - pv l 1.9' 130.0 10 105.0 107• 712• 112• 9Y 30• 7 B9' a1' 1.8• Z 110.0 106• 110' 110• 108' 3.0' 2.2' 135.0 or 60 108" 3.r 2.r -�< 1160 105• 107' 10r 731• '6.r 3b• 140.0 05• 120' 3.1" 27• � 1200 104• 106• 105, g4 ao• 1.5• 145.0 92* 148• 6.8' 5.01 E F� 126.0 - 103' 150.0 Be" 80" 3.1• 1.1' 1300 _- -101• 70 99' 310• 2.0• 155.0 80• 84' ar 1.5` ` 135.0 99• 126' 5.7' 3.6• 16010 B3• 70 99' at• 110• ¢ o 140.0 95• BO" 310' 12' 165.0 Bi" 120• 3.1• a0' m I 145.0 02• 84' a0• 1.7• 170.0 78" 13r 6.61 105• 150.0 B9' 99• 9.0 23• 175.0 78" 80' a1' 12•_ I 116• i 3.5" 3.5' 180.0 74" 84' a1' 1,6' 1550 �' 30 13' 1850 72• 00 99• 31' 2.2* i 1600 Br 165.0 - 81• 84• 310• 1.81 1904 70• 120' 3.r 16' E 170.0 - ..72*- 11D 99• 3.0"__ ----25 1950 68" 121' 62• 3.7' 175.0 7G' 110• 33' 3.3' - •0 6P 60• a1• 12' 1800 74• 60 310' 13' -FOR BUILDOUT MOUNT MAXIMUM i10 84' 3.11 tA' 185.0 72* 120 ^84^ 310' 1_9' 99' 3.11 26' SPANS AND PRESSURES,SEE 110• 33• 33• E ! i9G0 �• I 105 3.i'- 3.r TABLE C ON SHEET 6/13 60• a1' 12• 70• 1859 _ ••FOR BUILDOUT MOUNT MAXIMUM SPANS AND PRESSURES,SEE 84• ar __ _I.S. 2000 - �• TABLEIC ON SHEET 6/13 � 10S 3.7• 30' � ���� ��� TABLE 1 AND 2 NOTES: t 1. HVHZ:DEFINED AS MIAMI•DADE COUNTY AND BROWARD TABLE 3 AND 4 NOTES: I COUNTY FLORIDA. 1. NON-HVHZ:DEFINED AS ALL LOCATIONS OTHER THAN 2. DESIGN PRESSURES SHOWN IN'ACCORDION SHUTTER SPAN MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. SCHEDULE'ABOVE ARE MAXIMUM ALLOWABLE DESIGN 2. DESIGN PRESSURES SHOWN IN"ACCORDION SHUTTER SPAN PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. { SCHEDULE'ABOVE ARE MAXIMUM ALLOWABLE DESIGN p 3. THE 6,8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND () ; PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. � $ OUTSIDE OF THE SHUTTER BEING REVERSED.FOR EXAMPLE: L\ 3. NO SEPARATION FROM GLASS IS REQUIRED FOR IT IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE li INSTALLATIONS-W WIND ZONES.i THROUGH 4 OUTSIDE OF ORr/HCL®SwmoPE BEAM WITH THE BACK OF THE SLAT FACING OUTWARD.FOR - - _ THE HVHZ'AND:QUTSIDE OF,ESSEg77A(:F9lCIiITIES: -- 15-2336 THIS CONDITION POSITIVE ALLOWABLE DESIGN PRESSURES 4. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND AS NOTED IN TABLE 1 ARE IN THE DIRECTION TOWARDS THE OUTSIDE OF THE SHUTTER BEING REVERSED.FOR EXAMPLE:IT RASM� M: HOST STRUCTURE AND NEGATIVE ALLOWABLE DESIGN I IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEAM PRESSURES ARE AWAY FROM THE HOST STRUCTURE - - WITH THE BACK OFTHE SLAT FACING OUTWARD. 4. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT HURRICANE PRQTEGTIOIv S. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED,FOR SPANS BETWEEN THOSE INDICATED ABOVE, PERMITTED.FOR SPANS BETWEEN THOSE INDICATED ABOVE, l'a THE DESIGN PRESSURES FOR THE NEXT HIGHER SPAN SHALL THE DESIGN PRESSURES FOR THE NEXT HIGHER SPAN SHALL BE j BE USED. I USED. I FIWlIC L SENURT.P.0 �\ .... 'V <;• IICENS�• . lc:' - 9 7: * ; NO PE0046549 '0T'. srarEoF %�f1Si.CORIOP,,.••'\�1��� 4s�17� �8 i GENERAL NOTES: /)/ONAL EN0�\� �� N ,1i !Illilll\ 11. 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING VFlRIES - NO LIMIT ? i CODE SIXTH EDITION(_2017) FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE k'� a ZONE,AND THE INTERQATIONAL BUILDING CODE(IBC)AND INTERNATIONAL RESIDENTIAL CODE f3 *<6 g ((IRC).THIS SYSTEM MEETS MISSILE LEVEL"D"AND INCLUDES ESSENTIAL FACILITIES AS DEFINED IN ° 9§ ASTF1 E1996-09.SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. SEC TION W oN dt 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE °'a w DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE 3 REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7 AND CHAPTER 1609 OF THE FLORIDA TOP TRACK H s BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE OE W CAPA3. STING WAS CONDUCTED N ACCORDANCE VALUES LISTED HEREIN FOR ANY ASWITH TAS 201/02/203 AND ASTM E1886 E1996/E330.SEMBLY AS SHOWN. C 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 SAFETY FACTOR. S. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND ZONES,IN ACCORDANCE WITH ASTM E1996-09.IT IS ACCEPTABLE BY CODE U LESS 0 IT NAL �i CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. a-J PLAN 174 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND a w VIEW LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR DESIGN. N¢ 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE ~ 5 9 DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR w 0� {g WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0.85 �-CI g SHALL BE USED. F- pl "" S. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC = `R av, 9 9. THHESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL _j ¢m ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME X PRODUCT APPROVAL ~ USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER sg 61G15-23 OF THE FLORIDA ADMINISTRATIVE CODE. 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE W CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM w THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 11, WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING OFFISEALED BY A LICENSED ENGINEER SPECIFIC R REGISTERED ARCHITECT WS B HICH DETAIL AND JUSTTED IFND 111111 HEEL Y THE BOTTOM TRACK 8c DEVIATION.ASA CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL SHUTTER 12. EACH SHR ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM INFORMATION: TOWN&COUNTRY INDUSTRIES LOCKING I.IECHANISM SEE FORT LAUDERDALE FL TYPICAL PLAN VIEWS _ MISSILE LEVEL D-ASTM E188(;,E1996&E330 3 5 FLORIDA RODUG'f'APPROVAL NUMBER affil f i$ 1 13. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 TYPICAL ACCORDION a a a d a K.S.I. 14, ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A SHUTTER ELEVATION MINIMUM TENSILE STRENGTH OF 60 K.S.I.,U.O.N.POP RIVETS SHALL BE 1/4"0 OR 3/16.0 5052 ¢¢¢ 9 ALUM.ALLOY. N.T.S. 15. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR BOX LOCK AT CENTER OR SIDE CLOSURE. 16. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. 17. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. ' 18. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". r 19. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. 20. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 21, ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED AS PRESCRIBED 1N THE OOP1Rfi1FgWKLEBfAfmOlE 22. THE ABOVE-NOTED 8 SYSTEMUMAY BE MOILDING UNTED WITH THE INSIDE AND OUTSIDE OF THE SHUTTER BEING 15-2336 REVERSED.FOR EXAMPLE:IT IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEAM WITH THE scmR, BACK OF THE SLAT FACING OUTWARD.FOR THIS CONDITION POSITIVE ALLOWABLE DESIGN SAGE oncAmuoNl PRESSURES AS NOTED IN TABLE 1 ARE IN THE DIRECTION TOWARDS THE HOST STRUCTURE AND NEGATIVE ALLOWABLE DESIGN PRESSURES ARE AWAY FROM THE HOST STRUCTURE. 23. SHUTTER MAY BE INSTALLED WITH UP TO(2)ADDITIONAL BLADES OF SLACK �� 068"-, 2 782•' `\ 11111 I!f 1 O IRABK L MIIM00:� 3.6[0' t.994" P.E. � \\ / OPEOMS49 FF_" 2 874" PROJECTION VARIES �� �- '-1 „ "•1• 115" 4.874' MAX. .068 �y ; U� �i 1.825" 1.907' .997" 1.825" 1.9 'C: 7 1 825'• o .125 1 825•' 1.706' 1• /3" tR3" 0 100•' 1.7 8" 100•• N N t00" t 708" .ro 068•' ly3• � c 1 708" ,100' 1. �&0046S4g Q N .195" 96" a 19 100" m 195" m .099' 195" .-195" _.1,5' cu 143'6 r 1L3' -.�,. L tu�Lz irx kX 062'. .095" 062' a •, '� <0 . 200' 1.069' i SNE 062.. '. 200" 062" 30" 62" 200'• t- G30' 20 n 1.510, 1[6 2 630' 062" ttWw _m rn 608 630 125o'. 97 t" •588' 630' LStd11ll 1t Z oViU�1. 69' 69 971" 095 1 08.. 095' } - 1069' 2.728' � �¢�g�t2 0 1 250•• 1 200" •095" 971 .030' 2.748• m 5745"M 5 745"MAX 3 G10" W yOy W S 2 WALL BUILD OUT WALL O HEAVY 2-LEG WALL LITE 2-LEG WALLo O O 3 O O HEAVY HEADER/SILL O LITE HEADER/SILL SCALE HALF SIZE SCALE HALF SIZ SCALE HALF SIZE SCALE HALF SIZE SCALE HALF SIZE SCALE HALF SIZE rl� WHERE SHOWN SCREW BOSSES & FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS 2.655' 2 655" 2 3001, 1'825' .875' 2.195' 1.230' 1825" 2 195" .510' m w 588 t 583" o - 2.655' 1 o 2.365' 8 600 St0" ,� ' L~ ' .510' .460' .085' Fm••� �gj G,'32 .n 106 e400" �• .^i 90° � fu N fL .621' Il� c�i� vl 1.105' 4 I o II .in 895' �� N I N xm li r c 105 .105' 0i TYP m Ai M 060, 1.069, TY .831' c ) ro m 105'• 1230" 1.069' .62I' E IS 621• 875" TYP 3.635" ___ .781' 1 I C 2 300" 4 5101' ] 4.510' 2.195' t- -} $ 250" 2.195' 0 4.510' g a� O7 SILLOg SILL ADAPTER 1p EXTENDED SILL ADAPTOR 11 MID SILL 12 MID SILL ADAPTOR SCALE HALF SIZE Og EXTENDED SILL SCALE HALF SIZE SCALE HALF SIZE SCALE HALF SIZE SCALE HALF SIZE SCALE HALF SIZE 1994' .143'P 143' 4603- 30 225' 314" 08' i7 v 4 1L0" 325•' 043" 258" 297" 0602150 3.963, a n� 030R 054" .022- c 1.570' .510' ^ o m 1625" .069" o o ut vt W �yy6� 3.410' # r .341' 4 64 �? 1.721' 0.080' Lo I 13 TYP. 6.8 SLAT/BLADE 17 6.8 STARTER 133' 68P' 630 096. 0.0 0,117' 0.117. 060' SCALE HALF SIZE SCALE HALF SIZE o N m b .130' .0 2'�` Ill m ni I .621' ° 9 16 RADIUS CEILING HEADER/SILL 'o 0.096' „ 18b WALL SILL 8 m• SCALE'HALF SIZE .180' tm e 4 10 •310' o N .080' SCALE HALF SIZE tl 227" 630' 080'ni m 0.080' OORiMSiTItiNICLE3tIf1�OPP. os4 15-2338 .420' RlIS!4.ot1>ocrua<nofl� 14 CEILING HEADER/SILL 15 6.8 STACK/CONECTOR SLAT/BLADE SCALE-IIALF SIZE 1g WALL SILL CLIP SCALE HALF SIZE SCALE-HALF SIZE rt^,5Jl �/ 11111111, FRANK L BENKARO .E. P 3750NIPEo0965a9 t,�{S� .018' 010-24 THUMB 28 ��� 125' STAINLESS STEEL Q �, c SCREW z ASSEMBLY m ` a'' \,IGEN '•,'9 £ 0 0 3200 HOLE NO1'E0046549 m o �N OZ 0 ni m w 050" WHNYLON EEL zu _ 10 .4'11062 c Ny a 1.100" 240" N LA0, STATE OF ! w m $S .!PCORIUP.•' S' MAX. �, TYP AT EVERY OTHER 870,E 'moi/�Ss� C� �+ �yU. N$ O20 RECESS SILL FOR USE WITH INSIDE JOINT AT TOP i,,,OVAL E\.\ W f /11111111/ 111 0 •2 E 19 ANGLE SCALE HALF SIZE ® AND ®ONLY CYLINDER-SOLID BRASS,NICKEL PLATED Z� �j V¢ 22 ROLLER ASSEMBLY HOUSING-ZINC D!CA57 POWDER COATED -fn SQ SCALE,HALF SIZE 21 SLIDE ROD SCALE.HALF SIZE NOTE MAY BE KEY OPERATED OUTSIDE OR THUMB 8 N9 t SCALE HALF SIZE TURN OPERATED INSIDE Ir S N9 � r-�.25c 23 BRASS PUSH LOCK "7 gq®z O SCALE HALF SIZE o3 g13 jaNYLON WASHER Ntu tu .3 OR ALUMINUM .357' RJ3LU (NYLON BUSHING 276, �Sp S' 4,000' LO m OPTIONAL) .500' 14 x 2-3/4"410 HT S 5 m,p62' ♦PBUSHING CREW W/C ULTRACOTE COATING ni N 2.250' M YP TOP IT,BOTTOM)WASHER. .154' .37' 7/16"0 x 1/2"(nl IN JOINT TOP 7/16"0 x t"(n1 INTERIOR JOINT BOTTOM '224' F� m EITHER CAN BE USED ON EXTERIOR 26 BOX CENTER INSERT 2.750' 2,000' .. m 0 SCALE HALF SIZE BUSHING ASSEMBLY DETAIL c 24 RAINGUARD 28 DECORATIVE FLOOR TRACK ; SCALE HALF SIZE 27 SCALE HALF SIZE SCALE:HALF SIZE � ?m' Cj 1.978' 2.125' isC 1.742' 623' 235' 286' 1. .267, 2 702" z.64 Y' 1.110' 1.710' 1.224' c � 2 465" 2405 c � ` o E 1.084' .443' .443 m .090• T c M m ro 2 259" 2 216" a o g m L0 .284 .�6, cn n Ln 1200" b m © 5f 110 D" 1100" 1A69' 239 a c n? r n M no N A! o a X790" 250" Ll cy 25C- x125 .496' ;n n 01 pC:�7%0 v N in M 3.443' 1.759' N N - 3.476' 125"., 125" in m .160' •1.001' iv 222'kd 062 N 190" r� 125' �y 062' 176' a 2g 2003 6.8 CENTER MATE 30 UNIMATE LOCK 31 MALE BOX CENTER 32 FEMALE BOX CENTER 33 OUTSIDE CENTER MATE 34 INSIDE CENTER MATE SCALE HALF SIZE SCALE-HALF SIZE SCALE HALF SIZE SCALE HALF SIZE SCALE HALF SIZE SCALE HALF SIZE a1 d t G 0 7/16"0 STAINLESS 062' STEEL NUT �� NOTE ATTACMHENT SCREWS FOR 5.500' x 13/16' NIDE f--f.4 pc' Fes.. END STRIPS SHALL BE R10 TORX MEAD STYLE VARIES W^ OR PKLLIPS DRIVE SCREWS, 6 A '0 30 38 THUMB SCREW i„1 r �p NAND-TIGHTENED ONLY IE // SCALE FULL SIZE .250'. -{ _ "w M all I 1 i0 in Ml OR ACHINE x .30117 5CREV155TA1NLE55 it "�U1 , I'm e cii 5/16"0 INTERNAL STEEL d �a m OOPRffiiQf1111KLt91'WmOPE IB8' THREAD o p. . N Q iyp. 37 T-SCREW INSERT o - }` 15-2338 4.51 }--k.689' POWDER COATED.ZINC DIE-CAST SCALE.FULL SIZE N M 1.050' N r SECTION A O T-LOCK ADAPTER o .254• 40 4Db 40c P1Lac11Naa11nr:oN1 INDUSTRIALLESYSTTEMS 36 (OPTIONAL) l 7.00n• t ' "' - "' END STRIP 1' 9� 3g BOX LOCK SCALE HALF SIZE O 2X7 ANGLE 2" & 3" EXT n SCALE HALF SIZE 39 SCALE HALF SIZE P 1•125' SCALE HALF SIZE '(-AR P 1111 11 111 J F EGG416549 NARW�P%E.n FASTENER Lal 18"O.C. EXISTING GLASS DIST. EXISTING GLASS IUSE ANY ANCHOR SHOWN EDGE �� �,•• IN ANCHOR SCHEDULE) DIST. IG o -m 24 No E004Q54 - ^_p= F EMBED SILL, (INTERIOR) Tk a ALT DIR CTION 1 `EMBED. 77 4� �No OF-ANGL LEG N _ x (INTERIOR) 17 TATE OF `'+p MI 0 062"THICK 6063-T6 '�� - COR%O►;.•• ul m g $ A UM ANGLE 7"x 1"MIN EDG O 2"x 5"MAX (ANGLE LEG 3 4 29 29 , NAl- '" Y3{ DIST. 29 AY BE REVERSED) 1111 1111 ZW O 2 �j�p� Q, 38 ASTENER Cal 18"0 C (USE ANY 73 75 13 IJ� p6' W' `'""� ANCHOR SHOWN IN ANCHOR o! 13 13 13 13 SCHEDULE.1"MIN EDGE DISTANCE) TO 1& 38 23 29a 296 Z 15 29 #12 x 1/2"GALVANIZED BOTTOM 1/4-20 THUMBSCREW (EXTERIOR) Wu! oN9 �=6i 6.80"ITYP) t OR S S SMS,3/16"0 ALUM INTO CENTERMATES 1/3 O W (EXTERIOR) 1/4-20x1 THUMBSCREWINTO POP RIVET,OR 1/4-20 TO 2/3 SHUTTER SPAN ECEIVING HOLE fA�SW THREADED HOLE LOCATED(al MACHINE BOLT&NUT SHALL BE 3/8" 1/3 SPAN TO 2/3 SPAN FROM Cal 1B"O C MAX WIDTH UP OIW TYPICAL PLAN VIEW BOTTOM OF SHUTTER FOR BLADES TO 1"HEIGHY �O SCALE 3"=1'-0" 5 8'-3" USE TWO THUMBSCREWS MULTIPLE SHUTTER ASSEMBLY ON BLADES>W-3",ONE(al 1/3 SPAN LOCKING DETAILS FOR SCALE.3"=V-0- AND ONE AT 2/3 SPAN FROM BOTTOM CENTER MATES ~ USE(1)BRASS PUSH LOCK OF BLADE,TYPICAL FOR LOCKING OR(7))BRAS THUMB SHUTTERS,A BRASS PUSH LOCK 23 SHOWN ON RANDOM SCREW I 0 THREADED MAY BE SUBSTITUTED WHEN USEU 7NITH DETAILS INSERT 3 AT 1/3 SPAN N TO 2/3 AN FROM CENTERMATE#29 AS SHOWN,RECEIVING „ BOTTOM OF SHUTTER 30 HOLE FOR THUMB SCREW MAY BE 7/16" ��Hv SEE END SP II WHENE C � RECEIVING HOLE SHALL BE USMG LGa,LOb OR LCciI"CL" g 3/8"MAX WIDTH,UP TO 7"HEIGHT 3p cc SAM- -CQ a o _ _ .,'� m.6.£l5 O r, END STRIP SCHEDULE "y-'- Z m a \luzPSF SP \ 1'6/0(2.77 62 108" \ 40 USE APPROPRIATE IE� 72 7m- l STARTER STRIP TO � 8 40 82 94" PROVIDE CLOSURE FOR p 13 112 SD"76'1024 BUILDING CONDITIONS. C a 23 2'8!0(3.7') 62 95" - E 8• FASTEN STARTER a (INSIDE) ® 82 83" STRIP TO TRACK W/ 3-B/O(4.77 62 86' 2/#10x1"SCREWS ® 7z AT CORNER 74 ALTERNATE END STRIP DETAIL (HAND-TIGHTEN ONLY) o 13 Nth v�WzoN 1.6•x3' 45 93• SCALE.3"=1'-0" ANY TRACK �=-.,-F I x0,093• 52 B W/SCREW BOSSES. ( cro 1 ANGLE 8 a' 64 78' p SILLLL 70 7 W73 _ 2'" 45 139" >f O Z 1 lxD..16' 67 '2329" EXISTING GLASS g 6p 13 1 " 6 USE(1)BRASS PUSH 3G 0 11" �=J•o USE 11)BRASS PUSH LOCK a LOCK OR f1i 5/16-16 13 7 109, u. a OR(11 5/76-18 THUMB (INSIDE) THUMB SCREW INTO 30. 2W 45 145" $��a NSERT 137OAT R%3 SPAN SILL !!!� THTHREADED INSERT 31 ga EA SPAN L 2/ x0,126' FL 5 � LLD+, TO 2/3 1 FROM SPAN FROM BOTTOM OF (OUTSIDE) ANGLE 0 6 BOTTOM OF SHUTTER SHUTTER.RECEIVING, 6 HOLE SHALL BE 3/eie@ HEIGHTIDTH,UP TO 1"@-- FOR GREATER SPANS OR LOAM 4 TYPICAL OUTSIDE CORNER CLOSURE - - - --- - TIM SHOWN IN END STRIP 5 30 R CCI I'%SCH�09WCUPANGIEULEEND STRIPSNI��A 13 O DETAILS. WO/CORNER POST 3G WP/RNi{fR0li(LBBFR�OPE \ USIIM,ANY ANCHOR ON THE NTS 13 \ SSCCREWOR11+200DOLTITOEND. 37 215 13 23 (OUTSIDE) 15-2338 `SILL ..-.�a. _ swP. USE(1)BOX LOCK AT 1/3 !•Qya uo.tcutmaNl SPAN TO 2/3 SPAN FROM BOTTOM OF SHUTTER TYPICAL INSIDE CORNER CLOSURENNA DETAILS WO/CORNER POST " 46 MULTIPLE SHUTTER ASSEMBLY NTS � �N� SCALE=3"=T-0" ALUM. FPANK L BENNARl70 hI- 1111111 2 FASTENERS TUBE _ 6063-T6 ALLOY C2 CONNECTION TYPE PEOD46S49 X71 `� EACH ANGLE SEE TABLE A FOR SIZE. REFERENCE ANCHOR EXISTING 6�� �•�-, _ / /_ SCHEDULE FOR MAX STRUCTURE �•• t10 / in�� p 7 L 1"x 2"x 1/8" 1/4-20 HA INE• 0 OR 2"x 2"z t/e" Cl CONNECTION TYPE/ \� REFERENCE ANCHOR W/NUT 2';O ���004fi54 7' MAX ALUM ANGLE ° ` ® Ca S THREE 3/76"0 13 SCHEDULE FOR MAX 1114 SMS:( 6:'O C * - ALUM SPACING E 1I/ (TYP TOP-0 k OTTOM1 UI; -0Np POP RIVETS ° 17 ' Lp �I�� I ALTERNATE THRU BOLT 7/ " �p0•"' gym} t OTHTYPREE HN2 SMS, 3/16"0 ALUM POP I 1_ TATE OF �W V ClC1 CONNECTION TYPE w r //�� i (C� '•,;°<ORIDP;,• f'M u 77 RIVET OR HN2 SMS _ REFERENCE ANCHOR ,aj0 �OR�O� / ' 1i jy0 TABLEA(m) @18"OC (TYP} I 1� SPACNGSCHEDULEFORMAX FOR OR I�NAL11 W oI PRESSURE VS ALLOWABLE LENGTH 5 T.1A4 w �t(n� �>Q MAY USE MALE OR I I I 51� n Z m U 1-c 217W.8' 3N�o B1O� FEMALE LOCK-SLAT) 4 73 f N¢ ZPSF r10 �ItF- - I &FO.R HYH2 j4Zo W r4 62 13D° ]88" t3 I I�L- GLASS FOR WN. I a w 7j" W j Z SEPARATI0:1 N. 0.� p 72 324° 179• CC3 TYPICAL CORNER CLOSURE DETAILS �'` // OR noon—j� TD aAss X Ln m ul c W ffi 119• ]72' NTS �_ �� �f wF ow w 02 IID' 160• I 165, sC1i6W FOR 4(TfRN4/F\ 6 OR92 114' J=In ~0 TABLE B(cc4) ALTERNATE THRU BOLT YUILDDUTFtDUNT w F OR 150 104° 14T PRESSURE VS ALLOWABLE LENGTH C5 CONNECTION TYPE (DETAIL F) 9T 33]• REFERENCE ANCHOR 2yQ^xl/g• 3"11'Xl ° SCHEDULE FOR MAXMAX I"O Li 88° 114' PSF Wli}( 0 WITH 0 SHUTTER DESIGN SPAN PRESSURE Cl CONNECTION TYPE 1" 1/4"MAX.FROM PIN �? 62 113' 1fi6' 1251N. -/-30.197 REFERENCE ANCHOR GUIDE TO BUSH=NG a SCHEDULE FOR MAX f— -1 WASHER(TYP) N 41 Y - 72 LOT IST 1211N. +/•321 PSF SPACING W 7.� 82 101• 147* 1181N. +/•319 PSF `I I U 19 �•g Q pp� 92 9S !139' 3351N. +/•327 PSF L___J / ANGLE TOS TUBE CONNECTION NaW 1121N. N•33.6PSF / I;) m 102 90" EXISTING _ 00: 120 1201N.•+/•342 PSF 2"x 2"x 125" C r4 CONCRETE. EMBED 6063-T6 ALUM.TUBE Z �' 3071M. +/•353 PSF BLOCK OR �m 150 74' 1051N. +/•359PSF; 5 CONNECTION TYPE 669• 101 IN. /--365 PSP WOOD FRAMING ,♦ REFERENCE ANCHOR E 1-1/2"MIN FOR CONCRETE SOS IN. +/•373 CSF! SCHEDULE FOR MAX '< r FOR WOOD AND 3/4"MIN gg 1p, +/•38A PSF SPACING _ ' E Fit= 95 JIL 4/•395PSF ' 3 330 g FASTENER(°l t8"0 C 92IN. 41.409 PSF Cb ALTERNATE BUILD OUT MOUNT SECTION (USE ANY ANCHOR SHOWN 891N. '+/-023 PSF) SCALE.3"=1'-0" IN ANCHOR SCHEDULE) 861N• +/-03.8 PSF 831N. +1.45A PSF 811N. +/465 PSF ACCORDION SHUTTER 78 IM +/•48.3 PSF PER PRODUCT APPROVAL ¢-' 761N. +/-495 PSF a 74 IN. +/•SDS PSF j W 3/76 RIVET OR 812 090'6063-76 721N. +/523 PSF N SMS @ 18"O C OR F 70UL +/-53.8PSF APPLICABLE AT TOP N uwi ^^^ 1/4-20 NUT&BOLT t7 ALUM TUBE TYP 6 AND OR BOTTOM X2 I y6 (TYP) 3/16"O ALUM POP _ E'^q� 681. *57.0 PSF ar- 'd ALUL7.LUBE RIVET OR 44125M5 �ci 661N. +/•57.0 PSF W 2"OR 3• EZ 6063-T6 ALLOY @ 18"CC (TYP 1 ^f FORA Id SEE TAR B T"x 5"x t/e" $�� 2 FASTENERS x CONTINUOUS �` S O 112"MIN. FOR SIZE. ` e« 13 wo ��Si! EACH ANGLE ALUMINUM ANGLE A0l]4 x N n Yx2"x 093' OPTIONAL ANGLE INSIDE TOR N1112 = Zy^ 2'X3'K's'X 2.175' 6063-T6 ALUM THREE 3/16"0 ALUM I ORIENTATION TYP GLASS SEF Tam 2 1J1 2NJ CONTINUOUS OR2"X ANGLE,TYP ° PDP RIVETS OR 17 17 X OZm 2'XYj%CONTINUOUSWMIN 17 THREE Nt2 SMS,TYP I OR DOOR 10 L4A55 a p a F 6061-T6 ALUMINUM � ye 1"x 2"x t/8" I Y t-a ANGLE 2" .9'MIN.THICK 6051-76 y9 t3 11 OR 2"x 2"x ve" LUM TRACK FASTENt37 0 ALUM ANGLE ANGLE FASTENED 70O ANGLE WITH 1/4-20 0 0 it 16. EXISTING 3 KSI USE MALE OR FEMALE CONCRETE HOSTMACHINE SCREWS AT 3' IfOPf16Q(fFANKL�fW410vE LOCK-SLAT) 5'6' C4 CONNECTION TYPE ROM ENDS AND 9.O.C. 13 13 W e REFERENCE ANCHOR STRUCTURE WITHOA THE BALANCE 15^'23'38 SCHEDULE FOR MAX �'0 ELCO ULTT(ACDNS 2-1/2'PACING AT 3'FROM ENDS ANDDLSTING CONCRETE WAtLD - +i72x1/2"LAC GALVANIZED (OUTSIDE) EDGE DIST; 4.O.C.FOR BALANCE HOST STRUCTURE(3000 vA0E D65Gt3yT]ONo OR 5 S.SMS.3/16"0 ALUM WITH 11/�MIN PSIMIN) CC4 TYPICAL CORNER CLOSURE DETAILS PDP RIVET,OR 1/4-20 SIDE CLOSURE OPTIONS EMBEDMENT AND 2K" NTS MACHINE BOLT 8 NUT SCALE 3"=V-0" EXISTING CONCRETE, MIN EDGE DISTANCES SEE TABLE C FOR MAX SPAN AND PRESSURES oqny @ 16••0,C BLOCK OR WOOD FRAMING y3 STAGGERED WITH 3' EE INSIDE SILL MOUNT SECTION MIN.SPACING,TYP.O BCA DONTsMOUNT SALE 3"=t'-0" O I flWIKL BENNARDO PE C5 CONNECTION TYPE 111)1 n rlp�o165as r 1,`ir< REFERENCE ANCHOR EXISTING Z FOR m SCHEDULE FOR MAX. STRUCTURE FOR SI o- ESSEla& SPACING F[CUM �w o. E TABLE a W Cl CONNECTION TYPE 5"MAX �� �bL V GLASS n > GLASS 1/4-20 MA I BOL CErTABES W o o: Jm REFERENCE ANCHOR W/NUT @ ti f OR OR DOOR SEE.R HV Z F u u, OR DOOR S F08 H1ffi w w _ 19 _ v N r.w_�� SCHEDULE FOR MAX q14 SMS(�(4¢C Na PE00 65g9 • SEE TABLE 2 O Q z SEF02 -E TABLE 2 13 7 w W o SPACING /2'• (TYP TOPOTTOM) FOR kM t3 N w a O SEPARATION m= SEPARATIo)I X'A LA TO CLASS w rn - '• 4.J f s 1/4"-20 THRU BOLT W/ TO GLASS Q=�� H12 x 1/2"SMS @ 12"0 C X z z m w C •• q• LOCK NUT @ t2"O C OR E �'m OR 3/16"0 ALUM POP Q Q 1- mo m n,, OD` ; STAT 8� N12 x 1/2"SMS @ 12"0 C E 5 i ti RIVETS @ 6"O C OR 1/4"0 E N w O OR VVVyNNN�-1 i (�s •.,�OR OR 3/16"0 ALUM,POP w O ALUM POP RIVETS @ 12"0 C Q _ Ci RIVETS @ 6"OC E S J= w// O1y o = OR 1/4"0 ALUM POP RIVETS / N it AND(2 ¢ I-�Ff I)I I 1 'y;U @ 12"O.0 E.S ASSEMBLY 1/4"MAX.FROM PIN FINi ASLM. w j j m Ie Q�' / 1/4"MAX.FROM PIN 1/2" GUIDE TO BUSHING EStnELL 13 =o 1/2^TYP. FAC4lTlE I- O G9i 9 AND 0 GUIDE TO BUSHING O WASHER ITYP) CC 1AOLE 4 +=+m ru O ® WASHER(TYP) _ Z u ZN ASSEMBLY �, GLASS 777111 FOR MUZ In 1-O,N ul '•1 � 1/2" 1/2"TYP EXISTING CONCRETE. W 4 CONNECTION TYPE OR DOOR--II, SEE TABLE 2 Z O Ip v BLOCK OR WOOD FRAMING REFERENCE ANCHOR u FOR RN. s tt Q Q 3 d Z m EDGE SCHEDULE FOR MAX SEPARATION - E o la N w w 3 CONNECTION TYPE DIST i0 CLASS u N O It) EDGE REFERENCE ANCHOR 4 CONNECTION TYPE N DIAGRAM ON PGSPACING AS . Q too SCHEDULE FOR MAX 01ST. REFERENCE ANCHOR SPACING AS SHOWN w �{•�7� SCHEDULE FOR MAX I- 1) ' 3CONNECTION TYPE IN DIAGRAM ON PG 101 SPACING ALT FASTENER O N (pOR 6 R REFERENCE ANCHOR EXISTING CONCRETE• LOCATION FRONT AND w O o� SCHEDULE FOR MAX BLOCK OR WOOD FRAMI BACK ANCHORS NOT REO'D ya, 1/4"MAX FROM PIN GI / SPACING ALT FASTENER WITH THIS LOCATION 2.. GUIDE TO 'R CONNECTION TYPE �i \ -® LOCATION FRONT AND REFERENCE ANCHOR WASHER(TYP) FROM WjTM THIS LOCAT ONREO D OB INSIDE MOUNT SECTION SCHEDULE FOR MAX 19 W I� PIN GUIDE TO SCALE 3"=7'-0" SPACING 5 CONNECTION TYPE B J BUSHING WASHERINSIDE MOUNT SECTION REFERENCE ANCHOR �$ r (TYP) O SCALE 3"=1'-0'. SCHEDULE FOR MAX y� 0 EXISTING CONCRETE, SPACING 5-�e m / NOTE FOR DETAILS A.B.D,AND E ON THIS SHEET, BLOCK OR WOOD FRAMING EMBED ¢ K THE BASE TRACK MAY BE INSTALLED IN SECTIONS WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS .0]a A MINIMUM OF TWO SETS OF ANCHORS AND ISA (,'p BUILD OUTMbUNT SECTION TYP BOTTOM MINIMUM OF 12"LONG,THE SILL OR CEILING TRACK EXISTING CONCRETE, SCALE 3"=1'-0" g USED WITH THE BASE TRACK MUST BE CONTINUOUS BLOCK OR WOOD FRAMING n pp Q OVER THE GAPS BETWEEN SECTIONS XISTING EXISTING CONCRETE, STRUCTURE ; BLOCK OR WOOD FRAMING EDGE DIST.. 4 CONNECTION TYPE C2 CONNECTION TYPE W/EXTRUSION y2 a EMBED 1 CONNECTION TYPE REFERENCE ANCHOR EMBED 5 CONNECTION TYPE W/EXTRUSION #1 REFERENCE ANCHOR w SCHEDULE FOR MAX REFERENCE ANCHOR SS SCHEDULE FOR MAX W EO E SPACING SCHEDULE FOR MAX SPACING AS SHOWN 'S SPACING��,,��., IN DIAGRAM ON PG 101 I 416 1/2„ L.'J'RD 1/2" 3 4 5i w u _N EE L H W W GLASS 5EI4 F 7 m F OR DOOR g FOR lim 13 j N w 0 FOR r~- m t'! 1/2" w N12 x 1/2"SMS @ 12" SEE TABLE _ W W $ O o - ¢ ~W O C OR 3/16"0 ALUM. FIX214Y N O g p w w w H J m SEPARATION O VI J 1111 13 w Iy o s r w» POP RIVETS @ 6"O C o m GLASS OR O T 8 OR I-v'=00 OR7/4"O ALUM POP X KZQ t<FOR HYIIZ ==Zu I� 13 O N W a O 0 F, DOOR-- to�O IA J TTGLASSffA SEE ==Zx'- RIVETS Ca) £ uN FOR 01. XZ Zm OR DOOR HIRIZ SEE FOR to 3-w, " SEPARATION j Q r q Xzozm 10 CLASS ua R6[@ 1/4-20 S S MACHINE A I Q J O ir Qa� O7 AND OB 11/4 N "MAX.FROM PIN SCREW 8 NUT @ CLASS E uIA 1/2" GUIDE TO ASSEMBLY 1/ TYP. WASHER(TYP) w r �•� 12^OCto 19 1/4"MAX FROM PIN m w O 1/4"MAX,FROM PIN Q= - X GUIDE TO BUSHING „E, 4 CONNECTION TYPE 1/2"\ �,, ^ GUIDE TO BUSHING b WASHER(TYP) EDGE REFERENCE ANCHOR `�Rl,� WASHER(TYP.1 a 5 6. EXISTING CONCRETE, DIST SCHEDULE FOR MAX C2 CONNECTION TYPE IV/EXTRUSION #2 Op08IfRRUN(LB9NAR)pPE BLOCK OR WOOD EXISTING CONCRE q CONNECTION TYFE INACING AS SHOWN 5 DIAGRAM CN PG.10) REFERENCE ANCHOR ON TYPE W/EXTRUSION 81 © OR FRAMING BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX 15-2338 _ 3"x 3"x 1/4"CONT —C4 CONNECTION TYPE H12 x 1/2"SMS @ 12" SCHEDULE FOR MAX SPACING tGf�HiI 6063-T6 ALUM.ANGLE REFERENCE ANCHOR 0 C OR 3/16"0 ALUM SPACING.ALT FASTENER EXISTING CONCRETE• - -�- • LOCATION FRONT AND [MAY BE REVERSED SCHEDULE FOR MAX. POP RIVETS @ 6"0 C BACK ANCHORS NOT REO'D BLOCK OR W000 FRAMING SPACING OR 1/4"0 ALUM P AS SHOWN DASHED) WITH THIS LOCATION � O RIVETS @ 12"O C WALL MOUNT SECTION O CEILING / INSIDE MOUNT SECTIONWALL/BUILD OUT SCALE 3" O=1'-O^ SCALE-3"=1'-O" SECTION SCALE 3"=1'-0" FOR ACTe FSEFI Al ``rADUll ES SEE TABLE 4 `11111 rr! 6L BENWUiDOl PyE-. F SEE TABLE 2 W N EXISTING (y N GLASS 2: STRUCTURE ALT LEG DIRECTION - S M lnN.SEPARATION 10 t3 D� a. MACHINE 'C• . OR CLASS 12)6063-T6 ALUMINUM pp ;., BOLT W/NUT DOOR ¢¢w r ANGLES PER BEAM END, @ 12"0 C OR _>} r NOPE004�5 9 p x 'I SIZE PER SPAN TUBE Iw•�N p 1/4"m ALL :I SCHEDULE ..14 x 3/4" - 4 Z 4 POINTS SOLID ,.- SMS 6""O C SPAN TUBE SCHEDULE =w Q o SET ANCHORS SPAN TUBE %Q_ v CONp Nwo. -' WITH 7/8"MIN ,. Al10WABLETUBE NUMBER OF NUMBER OF UI� won Z EMBEDMENT IN PER DESIGN ANCHORSPFR C=¢ L7 CONCRETE OR ACCESS HOLE SCHEDULE 1�E S SPUII'ER SPAN THRU BOLTS ANGLE -i V4HRIOP, `Mtmj gggu N BLOCK,3"MIN W SPACING AND `� , li AN E 0 r w TOP BOTTOM TOP BOTTOM TOP BOTTOM 7 z f' p 3"MIN EDGE TUBE TUBE TUBE TUBE TUBE TUBE TUBE/r / 1 1 LLE_ I iv w� DISTANCE. O N Q iv n Q 60 123.8' 135.Y 2 2 2 3 4' 7' ?LT �'V a 5 6 D 96• 101.7 108.9' 2 2 3 3 7' 7' 'n�l• �f K W 0.126• 123' 89.8" 94.4' 2 2 3 33"MIN 7' - 7• U �a W Psg} m J ; ED DIST 74 16 O v.¢ 2, ,x 80• 129.1' I 157.0• 2 2 2 3 4- 7• �N � J FOR ASTM ESSENTIAL FAGUTIES w 96• 114.8" 124.1• 2 2 _3 _3 T _ 7' /4" 1 Lu 1/4"MAX FROM PIN GUIDE A SEE TABLE 4&FOR HVHZ SEE 13 w Q 0.126' 123• 102V i 109.6' 2 2 4 4 10' , 10' �+y[L- TO BUSHING WASHER ITYP) GLASS TABLE 2 FOR GLASS SEPARATION N a 80' 1B8.9• 2 2 3 3 � T 1 7• y o: OR DDDR w m 27d;k 98• 122.7 158.7• 2 2 3 4 T 10' O W o7 TWO 1/4,10 WOOD 7/4"0 THRU BOLTS =¢Q 0'125• 123' 115.4• 1373' 2 3 4 5 i 10' 1 13• 140 LAG SCREWS @ 24" 'wr ,.1 OC MAX WITH 2" SEE BEAM 0r BO• 168,1• 240.0' 2 2 _ 3 4 T 10• THREADED PENETRATION 3"MIN SCHEDULE FOR Z 2xlox. - -- -- - -- - - - - D 08' 140.6• 229.8' 2 34- 8 70• rt 18' "T"INTO CENTER OF STUDS E0.DIST EQUIREDMBER N 0.1876• 123• 132Y 203.1• 3 4 6 7 13' 1F .1 5 6 EMB "T 74 SMS @ MIDSPAN BETWEEN 1/4"MAX FROM PIN GUIDE SPAN'IUBE SCHEDULE NOTES: STUDS FOR TRACK 70 1"x 4" TO BUSHING WASHER(TYP) I USE Z-X:J-X]14- x x 4'ANGLES FOR 2"xS"&2"x6'BEAMS. PLYWOOD& TUBE CONNECTION 1/4"0 ALL 2. USE2"x5"xi/4"ANGLES FOR 2'x8'82'x10"BEAMS. POINTS SOLID%^ 3. USE BEAM SCHEDULE FOR DtTAIL1. tr1 Y STUCCO FINISH I"x 4"x 125" SET ANCHORS SPAN TUBE PER DESIGN 4. TOP St BOTTOM BEAMS MAY BE USED TOGETHER OR IN LL1md 6063-T6 ALUM TUBE WITH 7/8"MIN - +-, SCHEDULE COMBINATION WITH OTHER CONNECTION DETAILS.WHERE USED EMBEDMENT IN TOGETHER,BEAM MUST BE LIMITED TO TOP BEAM SPANS. F THIS DETAIL TO BE USED WHEN STUD SPACING CONCRETE OR "� 1/4-20 MACHINE BOLT S. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH w L EXCEEDS THE MAX ALLOWABLE ANCHOR SPACING BLOCK,3"MIN ` W/NUT @ 72"OC SHUTTERS SPANNING ABOVE AND BELOW THE BEAM.MID-SPAN J�1,pp SPACING AND 3" 'I� 12)ANGLES ALUMINUM TUBES SHALL HAVE TOP BEAM LIMITATIONS INCLUDING SPANS, o`er cc O WALL MOUNT SECTION THIS DETAIL MAY MIN EDGE ANGLES PER BEAM END. OR ii 14 x 3/4"SMS @ 7� ANCHORS,ANGLES AND BOLTS)),E AN BES UTTER SPAN TAKEN 2 DISTANCE SIZE PER SPAN TUBE 6"O.0 AS THE SUM OF THE SPANS ABOVE AND BELOW THE BEAM. ALSO BE USEU EXISTING SCHEDULE 6. LAP BEAMS ARE NOT ALLOWED. c SCALE 3"=1'-0" ACCESS HOLE c-( AT TOP STRUCTURE ALT LEG DIRECTION 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. EMBED Y�+ MAX DESIGN LOAD=x 72 PSF E OBEAM SPAN SECTION m -GLASS w c J SCALE 3"=1'-0" FOR S ESSENTIAL OR DOOR H I o FORJ71ES5 SEE TABLE 4 13 & FD in FOR 11SEE 1 2 N ° EXISTING WOOD FOR L4OG..SEPARATIONTION TO CLASSZ TRUSS OR RAFTER 1/2' 3" 1/2 XX aQ @ 24"MAX O C ti-7/2'1-7/2' I' II I1 m w EXIS TING FINISH it i� it w s 5 6 MATERIAL .I , -�_ 1/4"MAX FROM PIN GUIDE 1"x 4"x 1/e"6063-76 r�' I: fi. w ! EEpp 1� 16 - TO BUSHING WASHER(TYP 1 i; ;, m �B ALUM.TUBE W/THREE WISHTILE MATERIAL 1/4"0W WITH LAG FINISH MATERIAL SCREWSWITHffffffffW� 2-3/4" I I w ALT E?NATE 1 / '3/4"PLYWOOD MINIMUM THREADED 9!1115! >( 1/4"o A325 GRADE THRU BOLT @ 7"0 C PENETR "T"IN WOOD @I OR 5/16"0 A325 GRADE THRU BOLT @ 12"0 C EACH RAFTER OF TRUSS, / GALV.OR S S 24"C C MAX WHERE V 5 6 ` i TUBE EXTENDS BEYOND (q� x 0 1/4"M ELCO ULTRACON TO CONCRETE/CMU LAST TRUSS MORE TNA W/1-1/4"MiN EMB 6", EXTEND TUBE TO "I - 2"z 5"x 1/8"6063-T6 NEXT TRUSS ¢ r m ALUM ANGLE W/THREE OR 1/4"0 LAG SCREW @ 9"0 C 1Y/!-7/8" w w MIN EMB IN WOOD SG=O 42 TO 0 55 / F y=o¢ 1/4"0 WCOD LAG e 1/4-20 5 S MACHINE SCRE4J[a1 1g 7 w o SCREWS WITH 2-3/4" COPOf%d4RNN{L8610AOOAE / 12"0 C IN BETWEEN TRUSSES == u c MINIMUM THREADED EXISTING CONCRETE, WITH 1/2"0 ACCESS MOLE ON w L~7_w, PENETR "T"IN WOOD @ 15-2338 HOLLOW BLOCK OR 2"x 5"x 1/8"CONT BACKSIDE OF TUBE OR ii 14 SMS X z z m EACH RAFTER OF TRUSS, WdWIEI WOOD FRAMING SEE ALUM ANGLE 16063-76) @ 6-0 C.MAX IN BETWEEN Q 4 ANCHOR SCIIED BASED n. 24"0 C MAX WHEREfA0l1 DG9C1111I70M - ON TYPE OF STRUCTURE i u w ANGLE EXTENDS BEYOND Q LAST TRUSS MORE THAN (MAX DESIGN LOAD s 72 P S 17 6", EXTEND ANGLE TO Tal OPASS THRU DETAIL (MAX DESIGN LOAD s 72 P S F) NEXT TRUSS SCALE 3•'=V-0" O TRUSS MOUNT SECTIONno SCALE;3"=t'-.0" O L BENRAIiDO P.0 GLASS OR ���� 6yg9 �°'"R�r' DOOR �� / 2" FOR ASTM ESSENTIAL• <C n SEE TABLE >♦ "0 EF00465 GLASS OR z r GLASS OR 4 It FOR HVHZ SEE I I DOOR DOOR m TABLE 2 FOR MIN, FOR 1 d FOR ASIF� SEPARATION 10 CLASS r m ---- --- --- ---- t I°4Y 1+• aC) t � ¢o KwFQ I I Q•. Op ES� w0�� 5(E w FwoH 1 I STr `�: In mi�•• x 7 44 FOR j a z 1 %4 h FOR x ~=to I I 2 FOR IltL X N 2 GA5OR 5 t. _ =z m 13 w N 4••MIN ' s O I I• 3,.31 SEPARATION TO N 6 SEPARAn.I 10 ul F v oxo QxO:W u 2 0 QJ02 _ w s w m z w w . w Q ADIUS HEADER MOUNTED Q 13 0I" 13 X w x Cl CONNECTION TYPE R �Q M7 4 Z j I.Q. L o REFERENCE ANCHOR Q N PARTIAL ELEVATION L7aN m x u w SCHEDULE FOR MA SCALE:3"= 1'-0" 20 N 26 Q a SPACING 250" W 18-21q 250" 250" In NS / 1/4"0 TAPCON(l0 24" C6 CONNECTION TYPE T�REFERENCE OC WITH 1-1/4" MIN ANCHOR 18 O w WEMBED SCHEDULE FOR MAX toc / SPACING 14 m EXISTING CONCRETE OR /E GE EXISTING �w \ BLOCK ONLY WOOD / STRUCTURE - .a \FRAMING&WOOD ANCHORS EXISTING HOST STRUCTURE 0 Cj / �•1CT ACCEPTABLE / O WALL MOUNT ILL DETAILMATERI0.L F F E� 1/4"MAX FROM PIN 2 \ C EXISTING FINISH EDGE'I SCALE:3"=T-0" _ w GUIDE TO BUSHING DST \\ O DECORATIVE FLOOR TRACK DETAIL5DOR GQCUT IN 4"INTERVALS WASHER(TYP) W SCALE 3"=T-0" TO FORM U E(SEE p1 L^,a o O RECESS SILL DETAIL \, n DETAIL P7 FOR ADOtT10NAL C � 0: a SCALE.3"=T-0" I �J INFO) TYP TOP 8 BOTTOM Q z a to ply B I� © FASTENER R EACH 4"CUT \ SEE ANCHOR SCHEDULE BASED �/ '.- a ; 9 4-¢- -Zm m d ON C4 CONNECTION TYPE TO mn amm ca s 1/4"MAX FROM VERIFY ANCHOR SPACING !9 ^m`%num Q` f7 PIN GUIDE TO r IS ACCEPTABLE 13 v v V v v v o c W S BUSHING WASHER ¢ 00000� ii Xw E {1 ��J (TYPI < Di »'.Ich�a� �i1 a E >+� / Y vvvvvv 'rj wTYP 1/4"MAX.FROM PIN GUIDE 1/2"BOTTOM TO BUSHING WASHER(TYP) EXISTING 11420 MACHINE BOLT W/NU STRUCTURE W/NUT a(7 2"O C 79 CUT AT INTERVALS T/Q� EXISTING FINISH FORM CURVE(SEE DETAIL V'P©) MATERIAL 1 CONNECTION TYPE REFERENCE ANCHOR A dp SCHEDULE FOR MAX 8tl 6Qr SPACING(FASTENER 1"x1"%7/8"&1"x ANGLE @)EACH 4"PIECE Q (E 6 06"x7/ ALUM ANGLE CUT TO q 1"xt"X7/8"8 1"x2"x1/8" yf MATCH AND PROVIDE SUPPORT 6063-T6 ALUM ANGLE CUT TO ' O CURVED TRACK SECTION DETAIL OF CUT SHUTTER EXTRUSIONS f'IU(I' HATCH AND PROVIDE SUPPORT SCALE 3"a 1'-0" FRONT AND BACK.WHERE OF CUT SHUTTER EXTRUSIONS FRONT OF EXTRUSION IS FRONT AND BACK WHERE CONTINUOUS REINFORCEMENT FRONT OF EXTRUSION IS . PZP1� IS NOT REQUIRED CONTINUOUS REINFORCEMENT S NOT REQUIRED APPROVED MOUNTING < IBM MB CONDITION.CONDITION.MIN OF TWO PER MB=_` APPROVED MOUNTING PIECE CONDITION,MIN OF TWO PER COPYRI@�TidAY(LL'EVu1aDOPE • PIECE _ 15-2338 APPROVED FASTENER AND APPROVED FASTENER AND SPACING WITH A MINIMUM OF SPACING WITH A MINIMUM OF SGLEt P EOEFASTENERS PER CUT TWOFASTENERS PER CUT - Z"ll DMUMIMONI PIECE TYP. SECTION FOR SHUTTERS TYP. ALTERNATE SECTION FOR SPLUTTERS Pl SCALE:3"- 1'-0• -- P2 SCALE:3"= 1'-0' g FRANK L.BENNARDO P.E, ANCHOR SCHEDULE: CONCRETE t•��..`. \` 11APEOlMb519 2 x s ITYP! 1111 2 x 5 OUTSIDE 2.5'MIN EDGE DISTANCE ��` / TOP FLANGE ANCHOR ISEE SPACING (- ,1' �� SECTION X) �� ? •y Spans Up To 6'-0" Spans Ug To 8'-8" Spans Up To 13'-0" Q,Y:• LICENS V.yj u, ANCHOR LOAD CONN TYPE CONN TYPE CONN TYPE O F ( 16.0"16x.0"16 0"16.0'1 0"16.0"16.0"16.0"1�30 16.(Y-113.0-15.5"16.0'•I C4 I CS C6 Cl C2 6 5" 0" 9.SS',9.00" `*' NOP 06549••� I/4'ITV!7APCON OR EJADO O O - _ ULTRACON WITH 1-3/4' 62 !j..16A"12.5'12.0"16.0"14.5"16.0"16.0"-8.0' 7.0" 13.0•'(10.0"11.0"10.0" 5.0" 4.0" 6.0" 7.0" - EMBED(319Zpsi MN CONC) 72 16.0"16.0"10.0" 9.S' 16.0"12.5'15.5'16.0" 6.5" 6.0" 9S" 9.0" 9.0" 8.0" 4.0"' S.0"16.0" 1 x S ITYP I 1 x 5 @ INSIDE 3 OR O4 HEADER7_ LL _ O N 110 14.5'14.5' 6.0" 5.5' 8.S• 8.5' 9.0" 7.5" 4.0" 4S' 6.0" 7.5" _6.0" 5.0" BOT FLANGE gNCHOR(SEE SPACING •' r1p _ 8 - SECTION XV :� STATE pp O: tum pQE _ 200 7.5" 6.0" 5.0" 7_5" 6.0" 5.0" 7.5" 6.0" S.0" SIDE CLOSEST TO OPEN! is••'FYORIDA �'~"LL V 1/4"MILLENIUM MILLFAST 48 16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"11.0"10.5"16.0"14.0"14.5'14.5' 6.5•' 6.0" 9.0" 9.5" i sA � 11%991 MIN CONCRETE)EMBED(3275ps1 72 16.0"16.0'•10.5" 9.5" 16.0"13.5"14.5"14.5" 6.5' 6.0" 9.0" 9.5"'18,5" 7.0" 4.0" 40.. 4.5" 6.5" NOTE "S"INDICATES ANCHOR SCHEDULE SPACING /''�N'qE ANG` W Dta=l IJIIl 11111 ' 110 13.0"13.0" 6.0" 5.5' 8.0" 9.0" 8.0" 7.0" 4.0" 4.5" 6.0" 6.5" 5.5" s,5" ZQ �� SPACING DIAGRAM FOR C1 CONNECTION TYPE: 200 6.5' 5.5" 5.5' 6.5" 5.5" 5.5' 6.5" 5.5" 5.5" Cl CONNECTION TYPE USING PIECE OR Q �t m ;I- 1/4'ELCO CRETEFLEX S54 48 16.0"16.0"16.0"16,0"16.0"16.0"15.0"16.0"16.0"15.0"16.0••(15.0•'16.0"16.0"10.0" 8.5" 12.5'14.0" Z NCI p1 W/2'EMBED(335OPS1 MN 62 16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"12.0•'10.5"16.0"�Sfi.O"14.5"13.5" 7.0" 6.5" 8.0" 11.0" W $,y ?D CONC) 72 16.0"16.0"15.5"14.5"16.0"16.0"16.0"I6.0"10.0" B.5" 12.5"14.0 12.0"10.5' 6.0" 5.0" 6.5" 9.5' �. O a 110 16.0"16.0" 9.0" 8,0" 11.5'13.0"12.0"10.0" 6.0" 5.0" 6.0" 9.0" 10.0" 8.0" 5.0" 4.0" S.W' 8.0" 7 /(&COMBINATION N B 200 10.0" 8.0•' S.0" 4.0" 5.0" 8.0" 10.0" 8.0" 5.0" 4.0" 5.0" 9.0" 10.0" 8.0" 5.0" 4.0" 5.0" 8.0" 2 x 5 ITYP 1 17 / 1' COMBINATION W 1"MIN EDGE DISTANCE 9 / 10 COMBINATION ID O m 19 1/4'ITW TAPCON OR ELCO Cl C2 C3 C4 CS C6 Cl150 C3 C4 CS I C6 Cl C2 C3 C4 CS C6 O ULTRACON WITH 1-3/4" 48 16.0"16.0" 7.5" 7.5" 16.0" 7.5" 16.0" 5.0" 4.5" 36.0•':5.5•' 15.0"15.5' 9.5' EMBED(3192psi MN CONC) fit 16.0"16.0" 5.5" 5.5" 16.0" 6.0" 16.0" 12.5't 4.0" 10.5" 9.5" 6.0" .� BED(3192psi MIN CONC) 72 16.0"16.0" 4S" 4.5" 16.0" 5.0" 15.0" 9.5" 9.0" 7.5" 4S- 110 14.0"14.0" B.S' 8.5" 4.5" 7.0" 6.0' t x 5(TYP I Z x 5 ITYP) m 200 7A" 6.0" 7.0" 7.0" 6.0" '•! 1/4'MILLENIUM MILLFAST 48 16.0"16A"13.0"13.0"16.0"13.5"16.0" 8.0" 7.S' 16.0" 9.S' 11.5"11.5" 4.5" 4.0" 7.0•' 6.S' NOTE "S'•INDICATES ANCHOR SCHEDULE SPACINGtu yi IC WITH 1.3/4•EMBED(32750 62 16.0"16.0" 9.0" 8.5' 16.0"10.5'14.0^ s.s•' s.o" 9.5" 7s" B.O.. 7.5^ a.s• s.o•' SPACING•DIAGRAM FOR C3 & C4 CONNECTION TYPE: •6 MIN CONCRETE) 72 16.0"16.0" 7.5" 7.0" 16.0" 9.5" 11.5•' 4.5" 4.0" 7.0" 6.5" 6.5" KS' 4.5KC3 CONNECTION TYPE USING PIECE t0 WITH OUTSIDE110 10.4'10.5' 4.5" 4.0" 8.0" 6.0" 6.5" 4.0" 5.5" 4.5" ANCHORS ONLY200 " .5" 5.5 5.5" 4.5" - C4 CONNECTION TYPE USING PIECE OR © WITH 5. 0 ro 1-1/4"MIN EDGE DISTANCE OUTSIDE ANCHORS ONLY CIS 5 ^ z 1/4'ALL-POINTS SOLID-SEI Z m rd u ANCHOR W/7/8'EMBED& Cl C2 C3 C4 CS C6 Cl C2 C3 C4 CS C6 Cl C2 C3 C4 Cs C6 ANCHOR NOTES: �m 1/4.20 SS MACHINE SCREW 48 16.0"16.0" 9.5" 9,5" 16.0"10.0"16.0"16.0" 6.0" 5.5" 16.0" 7.0'• 10,5"11.0" 3.5" 3.5" 6.5" 4.T' (300Dpst MIN CONC) 6z 16.0"16.0^ 7.0^ 6.S' 16.0" e.D" 13.5']a.5" a.s^ a.D" 9.0" 5.S' 7.5" 7.0" 4.0".3.5" 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING 9 ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE 16.0" 7,0" 5.5" 3.0" 3.0" . LIMITED TO THOSE SHOWN IN TABLE 1 OR 3 AS APPLICABLE(Pg 1). E v 6.0" 4.S' 3.0" 5.0" 4.0" -' $ 200 5.0" 4.0" 5.0" 4.0" 5.0" 4.0" 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, o g 3"MIN EDGE DISTANCE ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR a 3/4•ALL-POINTS SOLID-SET EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER of ri ANCHOR W/7/B'EMBED& Cl C2 C3 C4 C5 C6 Cl C2 C3 C4 CS C6 Cl C2 C3 C4 ! C5 C6 THAN OR EQUAL TO SHUTTER SPAN. )R 1/4.20 SS MACHINE SCREW 48 16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"14.0"13.0"16.0"16.0"16.0"16.0" 8.5" 7.5" 11.0"12.0" 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. (3000PSI MN CONC) 62 16.0•'16.0"16.0"15.0"16.0"16.0"16.0"16.0"10,0" 9.0" 15.0"13.5"112.5"111.5"1 6.0" 5.S'i 7.0" 9.0" 72 16.0"16.0"113.0"112,0"36.0"16.0"16.0"16.0" 8.5" 7.5" 11.0"120"10.5" 9.D-!5.0" 4.S'!S.S' 8.0" 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE 1-0 110 16.0"16.0" 8.O" 7.0" 10.0"11.0"105" 9.0" 5.0" 4S'.5.5" 8.0" 8.5" 7.0" 4.0" 3.5"i 4.5" 6.S` BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER ZDO 8.5" 7.0" 4.0" 3.5- 4.5-16.5" 8.5" 7.0-14,0"13.V 14.5-16.5" 8.5" 7.0- 4.0"'3.5'r 4.S 1 6.5" CONNECANCHOR IONTYPBASED E TYPE CT EXISTING LS FOR IDE AND APPROPRIATE 1/4•POWERS 55 DROP-IN 2-3/8-MIN EDGE DISTANCE CONNECTION TYPEE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF W/1/4-20 SS DOLT AND CI I C2 I Ci I C4 I Cs I C6 I Cl I C2 I C3 I C4 CS i C6 I Cl I CZ i C3 1 01 1 C5 I C6 S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE l 1'EMBED(3000ps1 MIN 48 16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"10.0" 9.5'116.0"13.0"12.0"12.5",6.0"1 5.5•' 7.5" 9.0" ONLY. g@ CONC) 62 16.0"16.0"12.0"11.0"16.0"14.5'15.0"16.0" 7.S' 6.5"110.0"TOS' 8.S' 8.0" 7.0" 6. THE CONTRACTOR IS RESPONSIBLE Tb ENSURE THE ANCHORS ARE INSTALLED 11 72 16.0"16.0" 9.5" 9.0" 16.0"12.5'12.0"125' 6.0" 5.5"1 7.5" 9.0" 7.0" 6.0" 6.0" .� IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT sA 6_0" 5.5" 5.0" LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER 2D0 5.5" 5.0" s.S' S.0" 5.5" 5.0" FINISHES. 3-1/2"MIN EDGE DISTANCE ¢ ¢ g 3/4"POWERS'S5 DROP-IN 3-1/2" WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS o Ek$ W/1/4-20 SS BOLT AND Cl I C2 I C3 I C4 CS I C6 I Cl I C2 I C3 I C4 I CS I C6 I Cl C2 I C3 C4 1 CS cfi VARY.FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING 1-EMBED(30OOPS1 MIN 48 16.0"16.0"16.0"16.D"16.0"16.0"16.0"160"11.0"10.0"16.0"14.0"13.0"13.0" 6.5" S.S' 8.0" 9.5" MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD 15 ACCEPTABLE ONLY FOR CONC) 62 16.0"16.0"m 15.5'16.0"16.0" 8.0" 7.0" 10.511111.01119.01 B. 5.0" 5.0" 7_s" SIDE CLOSURE PIECES. ! 9.= 72 16.0"16.0" 13.5"13.0"33.0" 6.S' S.5" 8.0" 9.5" 7.5" 6.5" 6.5" 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OFS UD.)FRAMING,FASTENER110 32.0"11.5" 9.0" 7.S' 6.5" 6.5" 6.0" 5,0;' S_5" EDGELDIST ET IS AC PiABRI..EOFOR WOOD FRAMINGMINL/ S TUD.3e"zoo 6.0° s.D" S.s• 6.0" 5.0• 5.5' a.D^ s.o" s.s" HAVE PHILLIPS PAN HEAD OR HEX HEAD. @E 2"MIN EDGE DISTANCE 4§ 412 SMS W/2'EYEWALL Cl C2 C3 C4 CS C6 Cl C2 C3 C4 CS C6 Cl C2 C3 i C4 1 CS C6 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2'ENGAGEMENT OF THREADS IN WP00GHIRVNfLBOlWDOPE ARMOR INSERT\Y/2'Q18ED 48 16.0"16.0"13:0"1C4,16.0"33.5'16.0"16.0" 8.0" 7.5"116.0" 9.5" 14.5"15.0" 5.0" 4.5" 9.0" 6.S' BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER (2000Ds1 M[N CONC) HEAD(SIDEWALK BOLT),U.O.N. 15-2338 62 16.0"16.0" 9.5" 9:0" 16.0"10.5"16.0"16.0" 6.0" 5.5",125" 7.5" 10.5" 9.5" 3.5"3.5" 5.5" 5.0" U O 72 16.0"16.0" 8.0" 7.$" 16.0" 9.5" 14.5"15.0" 5.0" 4.5''9.0" 6.5" 8.5" 7.5" 3.0" 4.S' 4.5" ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. sraicl 110 13.5'13.5' 4.S' 4.0" _8.0'• 6.0" 8.5" 7.0" 3.0" 4.5" 4.0" 7;0" 5.5" 3.5"13.5" • DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, �AGfl DESCAI►ilONl 200 7.0" 5.5" 3.5" 3.5" 7.0" S.S' 3.5" 3.5' ZO•' 9.5" 3.5" 3.5" NUT OR WASHER WINGNUT. 01125015 W/2.75"EYEWALL 48 16.0"16,0"16.0"16.0"16.0"16.0"16.0"16.0.11.5"111.01 16.0"114.0"116.0-16.0" 7.0" 6-S'i]I.S 9.5" ARMOR INSERT W/2.5' 62 16.0"16.0"13.5"13.0"16.0"15.5"16.0"16.0' 8.5'18.0" .13.5"12.0" 5.S' 4.5" 7.5" 7.5" 10. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. EMBED(2000psi MIN CONC) 72 16.0"16.0"11.0"10.5"16.0"13.5"16.0"16.0" 7.0" 6.S' 11.5" 9.5" 11.0" 9.5" 4.S' 4.0" 6.0" 6.0" 11. WHEN ANCHORING TO HOLLOW BLOCK SDS DRILLS SHOULD NOT BE USED TO 0 110 16.0"16.0" 6.5" 6.0•' 10.5" 9.0" 11.0" 9.5" 4.5•' 9.0" 5.5" 6.0" 9.0" 7.5" 3.5" 3.0" 4.5" 5.0" DRILL INTO HOLLOW BLOCK NOR SHOOLD IMPACT DRU I5 BE USED TO INSTALL CONCRETE SCREWS TO HOLLOW BLOCK ,07 200 9.0" 7.5" 3.S' 3.0" 4.5" S.0" 9.0" 7.S' 3.5" 3.0" 4S" 5.0" 9.0" 7.s" 3.5' 3.0" 4.5" 5.0" Ji�• 2-3/16-MIN EDGE DISTANCE 3-1/8"MIN EDGE DMANCE . . SpansCONN TYPE CONNTYPE CONN TYPE — Col "CS , ffiffim! CONC) mm ®" ®' ���®' '�] ����' �' ®��' ���®tel ��®� ' ' ®®®���'�Y11 1 ,•� Spans UpTo 13'.0" I P71,11,/110 //V m�N��EQ� � ���®�®�iE9® �� � !� ® [tel • =nl�M• ^�• ■mC• 7G+!©��Ont�00©0@0�_©_OC�O©mCdl�70Cm© 70Qm %1//////%//////////%% //////% %//.////%i' ///%//%i//////O////%////%//%/%////%//�/0/0� //. i,%/ Well 00/0 o®r//, r// �/�m P//./, OL ��.// '//, � ��� // / N %////// /� ,�// %/////WN/l/�///0,®®./////�////f/,0///N///V////if//i� /� X70/////%//m V/��0/f//. %///%//%i%//%//////%/%////%9y%i%///%//%/%%////%!//i//////�� Em ■ ��aiii�/,r/ii��iiaiii��ilii iiiiiii iaa/a iii�,�����®�iiiai/i/ilii,. //�i�. �� %////!/////.%////%//,f/ellW/ u a %/////9m®% 010 , ,�, Mimi mmmm um ,, , 1/0 V/M, mo©m©©oom©©©oo©©©oo©mmoo© amom®ai ii/� a//ia/a/iii l �¢���¢�®� ®®�ai�iiaaaia/ / r/// ' /• iaa� ��iiai//iii.iai�aa,iia i 11 l l l l l I r FRANK L.B wju?O,P.E. 0PEOD46549 t Qg' NDCrP *: E00465A ��0,�'•.• STATE OF W 44 T SE ANCHOR SCHEDULE: WOOD (G=0.55) QQ ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK (CONT.) �F ,•. 0RIDP:•' (f� wm 8� 3/4"MIN EDGE DISTANCE /, ��yIIJJSS eN L. }'�; 2"MIN EDGE DISTANCE rj SpanS Up To 6'-0" Spans UR 7o T-8" spans t'j Spans Up To 6'-0" Spans UO To 8'-B" Spans UO To 33'-0" r O LOAD CONN TYPE CONN TYPE CONN j 1`, Z� ;U o°C ANCHOR LOAD CONN TYPE CONN TYPE CONN TYPE s ANCHOR (Pso Cl C2 C3 CA CS Cl C2 C3 C4 CS Cl C2 tl C4 CS UL �a QLL O _ (Psf) Cl C2 C3 C4 CS Cl C2 tl C4 CS C] C2 C3 C4 CS 1/4•LAG SCREW 1W1TH 1-3/4 48 16.0"16.0"11.5"L3.5"16.0"16.0"16.0" 7.5" 7.0" 16.0"16.0"16.0" 4S^ 4_5" 15.0" os m 1/4•POWERS TAPPER+W/ 48 15.5'15.5" &5" 6.5"�15.5'10.5"10.5-70-F4.07- 10.511 6.0" &D" MIN THREAD PENETRATION 62 160"16.0" 8.5- 8.5" 16.0"16.0"16.0" S.S' S.5" L60"16.0"15.5" 3.5' 3.5" 9.5" W �r j 9 OS 1-1/4'EMBED 62 12.0"12.0" 4.5" 4.S"'12.0" 7.5" 8.0" 5.0" 4.5" 4.0" 72 1&O"16.0" 7.0" 7.0" 16:0"16.0"16.0" 4.5" 4.5' L5.0"14.0"12.5" 30" 3.O" 7.5", 8'•�W�Dz Gi 72 10.5";SO.S' 4.0" 9.0" 6.0" 6.0" 110 16.0"16.0" 4.5" 4.0" 13.5"14.D"12.0" 3.0" 2.5' 7,5" 11.5' 9.5" 2.5' 2.0" 6.0" 3 Z; Y 110 5.5"1 S,S' 200 11.5'9.5' 2.5' 2.0" 6.0" 11.5' 9.5' 2.5" 2.0" 6,0" 11.5" 9.5' 2.5" 2.0" 6.0" Lo W a�m Ou 260 �^ 7/16•WOOD BUSHING WITH 48 16.0"16.0" 9S" 9.5" 16.0"13.0"13.0" 5.5" 5.0" 13,0" 7.5" 7.5' 3.5' 3.0" 4.5" 3 m 012 sMs W/2•EYEWALL 48 16.0-116.0- 8.5" 8.5"!16.0"13.0"13.D" S.0" 5.0",32.5' 7.5" 7.S' 3.D" 3.0" 4.5" u 1.13'MLN EMOED @1/4.20 62 14.5'14.5" 6.5" &0" l4.S' 9.5" 10.0" 4.0" 3.5" 6,5" 5.5" 5.0" 2.5' 2.0" 3.0" .W4 ARMOR INSERT W/1-1/4" 62 14.5"1144" 6.0" 6.0" 14.5' 9.5" 10.0" 4.O" 3.5^:6.0" 5.0" 4.5" 3.0" O SS MACHINE SCREW _ ---- '--"------' 72 ]2S"12.5" 5.5" 5.0" 11.0" 7.S' 7.S' 3.5" 3.0" 4.5" 4.5" 3.5" 2.0" 2.0" ON EMBED 72 12.5"12.5' 5.0" 4.5"'11.0" 7.5" 7.5" 3,0" 3.0" 4.S" 4.5" 3.5" o ,6�smi 110 7.0" 7.0 3.0" L5" 4.0" 4.0" 3.5" 2.0" 2.0" 3.5" -i.0" _ -��==e% 110 7.0"+7.0" 3.0" 4:0" 4.D" 3.5" 3.5" 3.0" p .1HE 200 3.S' 3.0" 3.S' 3.0" -3.5" 3.0" ti 200 3.5"'3.0" 3.5' 3.0" 3.5" 3.0" 3 S14 SMS 014 WOODS 48 L6.0"16.0"13.0"13.0"16.0"16.0"16.0" 8.5" 8.0" 16.0"16.0"16.0" 5.0" 5.0" 12.0" +ri V lITH13/4;rM�INS THR�EA[) fit 16.0"16:0" 9.S' 9.5' 16.0"16.0"16.0" 6.0" 6.0" 16.0"13.5"12,5' 4.0" 3.5" 7.5" ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK PENETRATSU 7z 16.0^16.0" B.0" 7.s" 16.0' 16.0"16.0" 5.0" 5.0'• 12.0.11.5"10.0" 3.5" 3.0" 6.0" y E 110 16.0"16.0" 5.0" 4.5" 10.S"11.0" 9.5' 3.0" 3.0" 6.0" 9.0" 7.5" 2.S" 2.5" 4.5" W 4"MIN EDGE DISTANCE 200 9.0" 75""25"125"145" 9.0" 7.5" 2.5" 2.S' 4.5" 9.0" 7.5" 2.5" 2.5" 4.5" rj Spans Up To 6'-0" Spans Up To W-8" Spans Up To 13'-0" r LOAD CONN TYPE CONN TYPE CONN TYPE ! rn"I ANCHOR (P"� C1 C2 tl 1 C4 C5 C1 C2 tl C4 CS C1 C2 C3 C4 CS I 0 b ANCHOR SCHEDULE: WOOD (G=0.42) 5/16"ITW TAPCON XL W/ 4B 16.0"16.0"16.0"-1601 1&0"16.0".16.D-116.0-16.0.16.0"16.0"16.0"30.51 9.5' 15.5' z_m� V. 2-1/4•MIN.EMBED 62 16.0"16.0"116.0"'16.0"16.0"16.0."16.0-112.s-LI.b'16.0"16.0"16.0" 8.0" 7.0" 10.0" 3/4-MIN EDGE DISTANCE uj 72 16.0"160".160'i15.5"16.0'.'16.0"16.0"10.5" 9.5" LS.S"14.5"12.5' 6.5 5.S" 8.0" Spans Up To B-0" Spans Up To 8'•8" Spans Up To IT-O" x a 110 16.0"16.0"10.0" 9.D" 14.0"14.5",12.5" 6.5" 5.5' 7.5" 12.0"10,0" 5.5" 4.S' 6.0" LOAD CONN TYPE CONN TYPE CONN TYPE 200 12.0"10.0" 5.5"1 4.S' 6.0" 12.0"110.0" 5.5" 4.5" 6.0" 12.0"10.0" 5.5" 4.5" 6.0" O ANCHOR (psf) x Cl C2 C3 C4 C5 Cl C2 C3 C4 CS Cl C2 C3 C4 CS S 5/16'ELCO ULTRACON W/ 48 16.0"16.0"13.5 13.5"16.0"16.0"16.0" 8.0" 7.5' 16.0" 9.5" 9.S' 6.0" 1/4"LAG SCREW WITH 1-3/4 48 L6.O"16.0" 9.0" 9.0" 16.0"16.0"116.01' 6.0" 5.5" 1&0"16.0"16.0" 3S' 3.5' 10.0" E c �W0 2-1/4'MIN.EMBED 62 16.0"16.0" 9.5" 8,S' 16.0"12.0"12.5•' S.5' S.0" 8.0" 6.5" 6.0" MIN THREAD PENETRATION 62 16.0"160" 6.5' 6.S• 16.0"16.0"16.0" 4.5" 4.0" 13.5.11.5'10.5" 2,S' 2.S' 6.0" a r 72 16.0"16.0 7.S' 7.0" 14.0" 9.S"9.5" 6.0" 5.5' N 72 16.0"16.0" 5.5" S.5" 16.0"16.0"16,0" 3.5" 3�5' 10.0" 9.5" 8.0" 2_S' 2.0" 5.0" 0, 1]0 8.5" B.5" S:D" S.S' po 110 15.0"14.5' 3.5" 3.0" 9.0" 9.0" &0" 2.0" 2.0" 5.0" 7.5" 6.0" 2.0" 4.0" `�T O 3 200 200 7.S' 6.0" 2.0" 4.0" 7.5' 6.0" 2.0" 4.0" 7.5" 6.0" 2.0" 4.0" 2-MIN EDGE DISTANCE C F14 SMS,014 WOOD SCREW 48 16.0"16.0" 9.5' 9.5" 16.0"16.0"16.0" 6.0" S.S' 16.0"11.0"11.5" 3.S' 3.5" 7.0" CI C2 tl C4 CS Cl C2 tl CA CS Cl C2 tl C4 CS O OR 1/4'POWERS TAP PER+ 62 16.0'16.0" 7.0• &5" 16.0"14.0"15.0" 4.S' 4.0" 9.5' B.0" 7.0" 2.5" 2.5" 4.5' O WITH 1-3/4•MIN THREAD 012 SMS W/2°EYEWALL 48_16.0"'16.0"10.5':10.5"116.0"16.0"16.0" 6.5° 6.5" 16.0"12.5'12.514.0" 3.5' 7.S' 3 pENETRATTON -72 16.0 1601 5.5' S.5" 16.0"11.0"11_5" 3.5" 3.S' 7.0" 6.5" 5.5" 2.0" 2.0" 3.5" ARMOR INSERT W/2'[3•LBED 62 16.0 16.0" 7.S' 7.S' 16.0"15.5"16.0" 5.0" 4.5" 10.5" 9.0" 6.0" 3.0" 5,0" 110 10.5"10.0" 3.5" 3.0" 6.0" 6.5" 5.5" 2.0" 2.0" 3.5" 5,0" 4.5" 2.0" 2.5" 72 16.0"16.0" 6.S' 6.0" 16.0"12.5"12.5" 4.0"13.5' 7.5' 7.0" 6.5' 4.0" 200 5.0" 4.5" 2.0" 2.5" 5.0" '4.5" 2.0" 2.5" 5.0" 4.5" 2.0" 2.5" �- 110 11.5'11.5" 4.0" 3.5" 7.0" 7.0" 6.0" 3.5" 6.0" 5.0" 3.0" _a 200 6.0" 5.0" 3.D" 6.0" 5.0" 3.0" 6.0" 5.0" 3.0" y WW dd S e 15lay �p ga ANCHOR NOTES:.SEE SHEET fAPRiGrIFWtLCLD@NMODPE 30 FOR ANCHOR NOTES. 15-2338 SCAM' /AGO Dt9CXMr ON• - `��� B� FRANK .SEM NDOF°& ROUND WINDOW � �,•• so ASSEMBLY ` r`N.(•rs EDGE OF ACCORDION 12"MIN FROM `IL'? {ya PE004654 ^"�•�' SHUTTER BLADES EDGE OF SHUTTER, EDGE OF ACCORDION - 0.125' TOP OR BOTTOM SHUTTER BLADES •{ 0,125" T "O STATE OF 0.032° 0.032'-}F pO., 'I _ 0.196' 8 � i '••F[OR10?:.•' M F e[;�� $_ 45° i loo �IIIIII �W oN=Li �E ti 7 i Nwa 3.5°M[N �jUW. \ 0 0 HOLE TO RECEIVE ROUND WIND W n 1Y WINDOW ASSEMBLY TYPICAL (Xwi i w t2- qttq�� N O 02.575- •�ro.186° 2.875°0 HOLE CTO RECEIVE W 03.250' ROUND WINDOW ASSEMBLY) to W=_ MAXIMUM OF 3 WINDOWS 0 w �A�HT-N-VIEW WINDOW PER EVERY OTHER BLADE 140 „ N.T.S. SABIC PLASTICS SLX143IT UL-94HB ROUND WINDOW z LIGHT-N-VIEW WINDOW I ASSEMBLY13 N.T.S. 'EXTERIOR ELEV f m ^ e , ," 1 Wj}� 12'MIN FROM �24L'' EDGE OF SHUTTER, EDGE OF ACCORDION U) - TOP OR BOTTOM SHUTTER BLADES =7 M ^� RECTANGULAR WINDOWASSEMBLY1 BLADE W/ ROUND WINDOW P cam- SHUTTERBCICORDION 13 N.T.S. �-2.210'-- EXTERIOR ELEV lJ 0 0 ADES (�— 0,145'- } 1.210" 0.145' a 3.5'MIN a 0 J o TYPICAL a 0 I Qo 11 11 Fill 11 11 1103 {µy�I 1.500'x 6.000" OLE(TO }� RECEIVE RECTANGULAR mm a WINDOW ASSEMBLY) 1.500'x 6.000"HOLE(TO RECEIVE '^ MAXIMUM OF 3 WINDOWS RECTANGULAR WINDOW ASSEMBLY) .161"-f PER EVERY OTHER BLADE g o g �3° }.ozo• 3 RECTANGULAR WINDOW O o I 13 N.T.S. EXIERIOR ELEV g 'dg95 id n + 118' 1 r 4 DIA. O.Sow 0.500' —f" (INT.) 3.5°MIN. RECTANGULAR WINDOW N RECTANGULAR WINDOW NOTES: E f"-1, ASSEMBLY A (EXT.) TYPICAL � 145" 1. THE RECTANGULAR WINDOW SHOWN IN 5/13 IS MADE FROM GE XL10 LEXAN WITH a !y o 0.355' o ' 0.075'MINIMUM THICKNESS. 2. FRAME FOR RECTANGULAR WINDOW MAYj v 0.145 �'i BE NYLON 6 OR POLYCARBONATE WITH A �'6 MINIMUM THICKNESS OF 0.161•.ATTACH CDRR4NIFAMFIL&NNRDOFE TO BLADE WITH(6)94 SS SCREWS OR 15-2338 �---j u 1.856' 0.177- .356 BOLTS WITH NUTS. A SECTION A-A �Lr. IACD Dl7.�(L1l7[ONt 4 BLADE W/ RECT, WINDOW 5 RECTANGULAR WINDOW j Z3 N.T.S. EXTERIOR ELEV 13 N.T.S. EXTERIORELEV 9� t 12/29/2017-4:08pm inleml VAProjects\Master Plan Sheet Store\Windows-Doors7Shutters\400 Wind Charts\ReferenesUOI7_b FBC WIND CHART.dwg 6th EDITION FLORIDA BUILDING CODE (2017) ASCE 7-10 WIND VELOCITY= 170 MPH 'ASD' DESIGN PRESSURES FOR COMPONENTS AND CLADDING EXPOSURE 'C' 1 BASED ON Kd=D.85 INTERIOR ZONOPRESSURES i EXTERIOR ZONE05 PREENCLOSED STRUCTURE,FLAT TERRAIN MRH=MEAN ROOF HEIGHT-SEE BELOW Mean DESIGN PRESSURES PSF -ZONE 4 �__ Mean DESIGN PRESSURES PSF)-ZONES 4 INSTRUCTIONS FOR TABLE USE: 2 Roof I, IDENTIFY THE ZONE OF THE pEgNING.��V1-Sgr_DJ( IOR(ZONE 4)OR EXTERIOR(ZONE 5)PER THE Tributa Area(S F Tributa Area(S Ft 3 URE BELOW LEFT OR INFOR Ralkf p ;THERS. Hei ht ? ' DN P B 10 20 30 40 IBht 10 20 30 40 50 1'S' ANY QUESTIOIJABLE� f .70 D THE MORE CRITICAL(EXTERIOR)ZONE -41.0 -39.3 -38.3 -37, �2 IDENTIFY THE BUILDING M .` .F FROM THE LOWEST GROUND ELEVATION.IF 0-15 ft ry _ -50.6 47.2 45.2 -43.8 -42.7 MEAN ROOF HEIGHT CANN @•PEAK(HIGHEST)ROOF HEIGHT. +37.8 6 3 +34. 4 3 II 5 ft 1-+35-17-}-34-4--TS3� 2.1, ALWAYS ROUND UP F LE VALUE. 42.6 -4a,8 -39.8 -39.. m, �� \ �2. VALID FOR ALL ROO EE AN ENGINEER FOR REDUCTIONS. -52.6 -49.0 -47.0 -45.5 -44.4 \ \3/CALCULATE THE TRIBUTAR - P y t§T1ON AS THE GREATER OF(HEIGHT ' 18 ft " .y�^ 18 ft WIIbDTH)OR THE SPAN LENGTH(HEIGIII - QIVE WIDTH OF 1/3 THE HEIGHT(HEIGHT z/3). +39.3 +3h5 +36.5 +35.7 +35.2'' •• +39:3 +37.5 +36.5 "+35.7 +35.2 J 3.1. USE THE AREA BETWEEN STRUCYURA OPENINGS ONLY-THIS INCLUDES AREAS BETWEEN 20 ft -4e77- 20 ft '53.8'• :Z . - STRUCTURAL MULLS,COLUMNS,ETC. 3,2. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED,THE SMALLEST +40.21+38.3 +37.3 +36.5 +36.0 +40.2 +38.3 +37.3 +36.5 +36.0 (113 SQUARE FEET)SHALL BE USED. - 3.3. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE SMALLER TABLE VALUE.FOR LARGER 25 ft -45.7 -43.8 -42.6 -41.9 -41.3 25 ft -56.4 -52.6 -50.3 -48.8 -47.5 7R18lITARY AREAS THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE. Er READ OFF POSITIVE AND+42.1 +40,2 +39.1 +38.3 +37.7 +42.1 +40.2 +39.1 +38.3 +37,7 IINACCORDANCE WITH CODE.N TIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY -47,4 -45.5 -44.3 -43.5 -42.9 -58.6 -54.6 -52.3 -50.7 -49,� S.FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A FACTOR OF 30 ft 30 ft 1,18,VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. +43.7 +41.8 +40.6 +39.8 +39.2 +43.7 +41.8 +40.6 -(49;8- y, f, ERAL NOTES: -49.0 -47.0 -45.8 -44.9 -44.3. -60.5 -56.4 -54.0 - ' :'TABLES ARE TO BE USED IN CONFORh1ANCE WITH"ALLOWABLE STRESS DESIGN METHODOLOGW PER ASCE 7-10 35 ft +45.2 +43.1 +42.0 +41.1 +40.5 35 ft +45.2 +43.1 +42.0 4b Y ON 2.4.1.AND CHAPTER 30 PART 1 OR 3,USING THE CRITERIA AS OUTLINED HEREIN, 12.DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND VELOCITY&EXPOSURE SPECIFIED. -50.4 -48.3 -47,1 -46.2 -45.5 -62.2 -58.0 -55.6 . WORST CASE'CRITICAL CONDITIONS SHALL BE ASSUMED FOR SAFE PRESSURE RATINGS. 40 ft '`2.1. ASCE 7-10 RISK CATEGORY 1S INDEPENDENT OF THIS RATING.FIND CATEGORY TO MATCH OR BE LESS +46.5 +44.4 +43.1 +42.3 +41.6 4O ft +46.5 +44.4 t43.1 N THE RATED LIMITING WIND VELOCITY ABOVE. .TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY.NO HILLS SHALL BE NEARBY AREA, 51.7 49.5 48.3 -47.4 46.7 -63.8 -59.5 -57.0 •55.2 4.INTERNAL PRESSURE COEFFICIENT(GCpl=+/-0.18)FOR USE WITH AN ENCLOSED STRUCTURE ONLY. 45 ft +47.6 +45.5 +44.2 +43.3 +42.6 45 ft +47.6 +45.5 +44.2 +43.3 +42.6 S. VERIFY USE OF Kd(DIRECTIONALITY FACTOR)WITH LOCAL BUILDING DEPARTMENT. HVHZ-HIGH VELOCITY HURRICANE ZONE. 50 ft -52.8 -50.6 -49.3 -48.4 -47.7 soft -65.2 -60.8 -58.3 -56.4 -55.0 6.TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 7.THIS DOCUMENT IS A MASTER PLAN SHEET,NOT A SITE-SPECIFIC DOCUMENT. +48,7 +46.5 +45,2 +44.3 +43.6 +48,7 +46.5 +45.2 +44.3 +43.6 S. THIS DOCUMENT IS ONLY VALID WITH AN ORIGINAL SIGNATURE&RAISED SEALED 55 ft -53.9 51.7 -50.3 49.4 48.7 55 ft 66.5 -62.1 -59.4 -57.6 -56.1 OR DIGITALLY SEALED WITH CORRESPONDING LIMITATIONS. 9.THIS DOCUMENT ILLUSTRATES ALLOWABLE DESIGN WIND PRESSURES(ASD)AS LISTED.APPLICATION OF THESE +49,7 +47.4 +46.1 t45.2 +44.5 +49.] +47.4 +46.1 +45:2 +44.5 TABLES AND CORRESPONDING WIND VELOCITY,EXPOSURE,&OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER.NO WARRANTY FOR 54.9 -52.6 -51.3 -50.�,_-49 6 -67.8 -63.2 -60.5 -58.6 -57.2 APPLICABILITY OF THE USE OF THESE TABLES IS, RED-HEREIN, 10. THIS SPECIFICATION DOES NOT EF -A 'V D CERTIFICATION. REFER TO ANY SEPARATELY 60 ft +50.6 +48.3 +47.0 +46.d r � ft +50.6 +48.3 +47,0 +46.0 +45.3 SUBMITTED TEST CRITERIA AND OTHI LS STALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS T _ ,ACCORDANCE WIrH GOVERNING CODES. fJ 11. ADHERE TO ALL LOCAL IMPACT E NCES. 12. NO CERTIFICATION IS OFFERED HOSTSTRUCTURE. 13. EXCEPT AS EXPRESSLY PROVIDE ER 'CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. INTERIOR ZONE04 , EXTERIOR ? GHT EXPLAINED LEAST HORIZONTAL C In m V)z y c„ DIMENSION m O m cl a Z a=10%OF LEAST HORIZONTAL DIMENSION OR 40%OF(4 �OOF PE KR ROOF 5 !-m Z 3�" a O'er HEIGHT,WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST i m 3- n m n HORIZONTAL DIMENSION OR 3FT.USE ZONE 5 1F AT ALL IN QUESTION, ; I HEIGHT \ P v0 n D m,z 13 A m D C z m N Z O 1 I' CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF MEAN O p>?m O ,T] REQUIRED. ROOF 5 4 x.o z v D z.,v z { rn -i Z m In'" .. D MEAN' r SAVE HEIGHT m O O N -1 3 y 01 O O K ,n., .--1 . a d ROOF :i. ROOF .O.n>D Z p O D m w u, ,� C) _1 >, HEIGHT HEIGHT' In D O.�m O n,z-,GT r n moS l7 I7J I--I I-' 5 zr-Zt�°n� ��'zm rr1O 5, I o2.g nvupmmD D. (n C) .O Tp z mr'� O C z 5 O 5 ti ® 4 a PLAN VIEW ® z In G-Di z�i HO�NCm O � M Q a O 5O !i.;, 4 COMPLEX v p in�m.T.l r z m> �' N p z r ELEVATION a ISOMETRIC CORNERS 5 5 A 91 N o N o ;� -z°J O0 INITISSUES GSSNTSBrA CH� 03/05/12 6TH EDITION FLORIDA BUILDING CODE _ ENGINEERING ° ^tet m� m 3 REV-ADJUSTED HEIGHTS GSS TSB 04109112 2017 EXPRESS® bO N of �e REV 2014 FBC DGM TSB 06110/15 Z. t r (n 2 UPDATES,2017 FBG FLB FLB 12/17 ASCE 7-10,CHAPTER 30 C°°PORATE OFFICE: N mm N - DESIGN LOADS FOR COMPONENTS 8,CLADDING 160 SW 12th AVENUE, SUITE 106 >I °z •" v °i' mr°Ducmtff 0 ME MOPERI7 OF ENGINE6tMO EXPRESS, � MASTERTEtT FLAN StDEPRFIELD BPA Ch, FL 33442 > �5 ���A ���WIl 4�GAA1Vd111)�U1 P;(954)354-0660 R(954)354-0443 ;Mg' N a WRITTEN CONSENT OF ENGINEERING EXPRESS ALTERATIONS, CERT OF AITTH#0685 = C O a w ® PADDIrION&OR OTHER ERMITTW pINV,y,IpAMARKINGS n°OMARE NOT ASCE; 7`10 E:HELLO@ENGINEERINGEXPRESS.COM '• F-i m OUR CERMCADIL ENGIN EERINGEXPRESS.COM . 1 i = C ategory 5 Manufacturing Inc CATEG-0RY. : 6662 Hillside Lane MANUFACTURING -Lake Worth, Florida 33462 - -(561) 777-2491 ' - category 5shutters_@gmail.com - ` www.category5manufacturing.com f _ k Ce. � �z s ,� tAz