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HomeMy WebLinkAboutProduct Approval CU!"T SEP 02 2015 �I LE Copy Fonda Departmentof BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map 1 Links i Search Busines . - -- Professi al {} ^ PER: ubctlic UApproval ser Regulation Product ADoroval Menu>Product or Application Search>Application List>Application Detail a ( 4 1 FL# FL�1L3757'�.R Application Type Revision Code Version 2014 Application Status Validated Comments was pending fbc04/27/2015. Archived Product Manufacturer Town and Country Industries, Address/Phone/Email 400 West McNab Road Ft. Lauderdale, FL 33309 (954)493-8551 tomj@tc-alum.com Authorized Signature Frank Bennardo frank@engexp.com Technical Representative Thomas B.Johnston Address/Phone/Email 400 west McNab Rd. Ft. Lauderdale, FL 33309 (954)970-9999 tomj@tc-alum.com Quality Assurance Representative Address/Phone/Email Category Fiufters Subcategory Accoed"ion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer (valuation Report- Hardcopy Received Florida Engineer or Architect Name who Frank L. Bennardo, P.E. developed the Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation&Management Institute Quality Assurance Contract Expiration Date 12/31/2016 Validated By ORLANDO L. BLANCO, P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL13757 R5 COI Index 2.pdf FL13757 R5 COI Indep 3.pdf FL13757 R5 COI Indep.ndf Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2006 ASTM E1996 2005 ASTM E336 2002 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgk7yHMuovb... 5/1/2015 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13757 R5 Equiv Equiv 2.ndf FL13757 115 Equiv Equiv 3.pdf FL13757 R5 Equiv Eguiv.pdf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/21/2015 Date Validated 04/29/2015 Summary of Products FL# Model,Number or Name Description 13757.1 6.8 Accordion Shutter ILarge Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757 115 II Dwg.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 FL13757 R5 AE Eval.pdf span/pressure combinations and additional limitations of Created by Independent Third Party:Yes use. 13757.2 16.8 Streamline Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757 R5 II Dwq 2.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 FL13757 R5 AE Eval 2.pdf span/pressure combinations and additional limitations of .Created by Independent Third Party:Yes use. 13757.3 E.A. Essential Facilities Accordion Aluminum accordion shutter approved up to missile level "E"for use with essential facilities and wind zone 4 applications. Limits of Use Installation Instructions Approved for use in HVHZ: No. FL13757 R5 II Dwq 3.pdf Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo PE-0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: +110/-128 Evaluation Reports Other: See product drawing for additional Information, FL13757 R5 AE Eval 3xdf anchorage,etc. Created by Independent Third Party:Yes Back Next Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Corwriaht 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 mall.If you have any questions,please contact 850.487.1395. *Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with.an email address if they have one.The emails provided may be used for offlcial 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: https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgk7yHMuovb... 5/1/2015 11111111.11.„ 6.8 ACCORDION SHU17ER L.....,q��:., FOR USE WITHIN AND OUTSIDE THE HVHZ n TABLE 4 TABLE 1 TABLE 2 TABLE 3 ALLOWABLE S�1IP N SGHDULE ' +a' MAOf AFOR USE L S�PAN SCHEDULE MINIMUM SEP RAT O FROM GLASS ALLOWABWSPAN ASTM ESSENTIAL FACILITIES ONLY '• FOR USE WIT T E HV Z OR !T T Z % d S HVHZ HVNZ. MINIMUM SEPARATION SG EDUL MINIMUM SEPARATION POSITIVE POSITIVE WIND HVHZ FROMGLASS FROM DESIGN WINDLOAD LOADINI H NEGATIVE POSITIVE POSITIVE 1"dt}i CENTS MATES WINO LOAD DESIGN SHUTTER 1NSTALUAT(ONS INSTALLATIONS - POSTIIVEAHD DESIGN SHUTTER INSTALLATIONS INSTALUA710H3 1nWV b WINO UNIMATE 29 ALL PRESSURE SPAN s 30'ABOVE a 30'ABOVE DESIGN NEGATNEVNND PRESSURE SPAN 130'ABOVE a 30•ASOVE - LOADIPSF) 0 OR sl $ st MOUNTING (PSF) GRADE GRADE WIND (PSF) CONOMONS" LOADALL GRADE GRADE rp ON.) (IN.) LOAD MOUNTING (IN.) ONa 0 ORO$CO PS RZe 28.3 188" 6.7' A8' ( CONDITIONS^ BO° 23.0 ISV 166" ib8' or 30 "50.0.:3 1168" 80" 3.1' t.4• n p v 25,0 164 158" 188• 11 0.0. yb• `;•SS.p 3 :156" 30 Y2tl" 3.1' 1.91 ~W 30,0 147° 158' 168' 30 120' 30' 1.0" 4,60.0% 51148" 158" 50" 3.S' N of Y 36.0 142° 150" 150' 168' 0.T .3.b' O 91" 40.0 137" 145" .158" 60" 3.0' 1.1" 070.0 A13r S Or 3.1' L6• *�+0 '8 Lu 45,0. 133"2V 141• 150' BD" 3.0' 1.8' 7b•0 133" 10B' 3.1' LB• YG $6.0 12W 137' 168' low � 3.0' t.8" 60.0 128" 40 120' 3.1" 2.Y 66.0 120• 134" 165' Itl 12W 3.0• zr 85.0 125" 13r 6.6' 17' 60,o tu' Lar 14e• 13r 6.r z6' 00.0 121" 168° 6.8" 4.3• 80.0 121• 120` 14Y 146' 6.7' 3.6" 95.0 118° 80" 3.T i.1' 76.0 119' 124' 137° 80° 3.0' 1.1" 100.0 -116" BB° 3.1" 1.7' { 75.0 ttr 124' 12Y or 3.0" 1.71 106.0 lir 108" 3.17 z0" ' S 80,0 115• 122" 128' 85.0 113' i?0' 125 60 108' 40' 20' 1140 110" SO 20" 41° z6° 80.0 112• 118" i21• 120" 3.0' 25' 115.0 for Sar I 6.8' 3.1" 96.0 110' iir 118" 13r 4r 3.6' t 120.0 105• 168' I 6.e' $r p m O�m 80" 3.0' 1.2' 125.0 for eo° 3.1' Ll" > e 100.0 100' 116• 116. Ola.g d r1 106.0 10r ttr 112' 00 B9" 3.0•' 1.9' 130.0 101" 09" 41' 1.8" ., z1p�a 110,0 108' 510` 110• 108' 3.0' zr 135.0 99" 60 108' 3.1' 2.1• 6 116.0 105' for 107' 13l' .T7 3,6• 14o.0 or 120" 3.1• IY} 120.0 104 705 105' 60' 3.8' 1.2' 146.0 82" 148• 6.8" b.4° w z a 126.0 - t0Y 84° z0• 1.5' 160.0 89" 80" 3,1' i.Y w 130.0 101, 7C �• 0.0' z0' 156.o.. 86° 84" 3.1^ 5.5' E 12W 47 3.6• 100.0 BY 70 9 136,0 BB" 8" 3.1• 1.8' g g 140,0 OS 80' ^3.0" 1.2' 166.0 BT 145.0 or B0 84' 3.0• 1,7° 170.0 78" 531 6.9° 4.6" . tr 160.0 80" or 3A' zr -175.0 74° BD• 41" 1.2' 65.0 88" 118• 3b' 3.6" Lou 74 F 180.0 BY e0" 3.0" 1.3" 185.0 72" 00 99' 3.1" 2.r IL'.11ir1i S' . 165.0 et' 110 o4 3.0' 1,8' 190.0 70' 1 120" 3J- 3.8' aI 170.0 78' 99" 5.0' z6°99, 195.0 &W 121' 6.8° 3.7° ? 1764 78• 110' 3.3' 3.Y 200.0 E>e' 1 601 3.1' 111 S 180.0 74• eo" 3.0• 1.3• *+FOR BUILDOUT MOUNT MAXIMUM 110 84" 3'1" G 185.0 Tr 120 84 3,0` 1 .9" or 3.1' SPANS AND PRESSURES,SEE 180.40 70' 108' 3.1' 3,i' 110• 3.3• 3.Y t9b, pg• TABLE C ON SHEET 6/13 e4' 3.1". FOR BUILDOUT MOUNT MAXIMUM SPANSAND PRESSURES,SEEP 200.0 Be• TABLE C ON SHEET 6/13 120 84" 3.1' BY 3.1' 2.8' 105" 3.Y f 34' 1 TABLE 1 AND 2 NOTES: 1. HVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARD TABLE 3 AND 4 NOTES: COUMY FLORIDA, 1. NON-HVHZ:DEFINED AS ALL LOCATIONS OTHER THAN y 2. DESIGN PRESSURES SHOWN IN"ACCORDION SHUTTER SPAN //���� MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA, a '< g SCHEDULE`ABOVE ARE MAXIMUM ALLOWABLE DESIGN `W 2. DESIGN PRESSURES SHOWN IN'ACCORDION SHUTTER SPAN w Zs PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. SCHEDULE'ABOVE ARE MAXIMUM ALLOWABLE DESIGN .1F E AND PRESSURES AT EACH RESPECTIVE SHUTTER SPAN N 3 OUTSIDE OFTHE 6.8 TTHE SITEM YUTTER BEING REVERSEBE MOUNTED WnI-I D FOR DEXAMPL.E: 3. NO SEPARATION FROM GLASS IS REQUIRED FOR• 0 IT IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE ��JJ INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OF oo°I+WFA"LeDOPRIORE BEAM WITH THE BACK OF THE SLAT FACING OUTWARD.FOR �F' ���""" THE HVHZ AND OUTSIDE OF ESSENTIAL FACILITIES. 15-2338THIS CONDITION POSITIVE ALLOWABLE DESIGN PRESSURES' 4. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE.ANO _ AS NOTED 1N TABLE I ARE IN THE DIRECTION TOWARDS THE OUTSIDE OF THE SHUTTER BEING REVERSED,FOR EXAMPLE:IT scALe: - HOST STRUCTURE AND NEGATIVE ALLOWABLE DESIGN IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEAM PAGE 088cRIP1Ion: PRESSURES ARE AWAY FROM THE HOST STRUCTURE. WITH THE BACK OFTHE SLAT FACING OUTWARD. 4, LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT 5, LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN THOSE INDICATED ABOVE, PERMITTED,FOR SPANS BETWEEN THOSE INDICATED ABOVE, HURRICANE PROTECTION THE DESIGN PRESSURES FOR THE NEXT HIGHER SPAN SHALL THE DESIGN PRESSURES FOR THE NEXT HIGHER SPAN SHALL BE BE USED. USED, 1 rrrri r. OF, GENERAL NOTES. 1, THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING RIES NO LIMIT z u CODE FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE,AND THE VA T 5 <6 INTERNATIONAL BUILDING CODE(IBC)AND INTERNATIONAL RESIDENTIAL CODE(IRC). SYSTEM $tog 2w ASTM THIS 5 ST M MEETS MISSILE LEVEL"D"AND INCLUDES ES ESSENTIAL FACILITIES AS DEFINED IN ST E1996-09. z 9 SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. qq 1 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE o-SECTION DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE I REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7 AND CHAPTER TOP TRACK Vi BUILDING PTER 1% 1609 OF THE FLORIDA .a CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE w CAPACITY VALUES LISTED HERE-IN FOR ANY SSEMBLYASSHOWN, 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/20 203 AND ASTM E188E16/E330. 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM MSTED PRESSURES DIVIDEDBYAI.S SAFETY FACTOR. S. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING RE%JIRED FOR ALL WIND ZONESNE IN ACCORDANCE WITH ASTM E1996-09.IT IS ACCEPTABLE BY CODE U LESS OPTIONAL IT I Z , S INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION, <_j PLAN A 6, NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND a. VIEW v LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR DESIGN. 0 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE F_ ME DO MENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WW WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0,85 F_1:3 i SHALL BE USED, S. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITFL =: a 'o 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL W ONLY.BE USED IN CONJUNCTION.WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTE 6 1 R <F_ lGlS-23 OF THE FLORIDA ADMINISTRATIVE CODE. 10. THESE APPROVAL DOCUMENTS ARE SUITABLE M BE APPLIED BY THE CONTRACTOR PROVIDED THE w a CONTRACTOR DOESNOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR Ld 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 OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED SIGNED,DATED AND WILLL—BOTTOM TRACK 'a? i SEALEDBYALIC SED ENGINEER OR REGISTERED ARCHITECT',WHICH DETAIL AND JUSTIFY THE &ECVHIASTHIO GRANTING SHUTTER ASSEMBLYHIS //HER SHALL BE PERMANENTLY LABELED WITH THE I F LLOWING MINIMUM TOWN&COUNTRY INDUSTRIES LOCKING MECHANISM FORT LAUDERDALE FL SEE MISSILE LEVEL D-ASTM E1886,E1996&E330 TYPICAL PLAN,VIEWS, TAS 201,202&203 FLORIDA BUILDING CODE APPROVED d ll mil 13. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 TYPICAL ACCORDION. ' ii i K S.I. L A I 15. ALL SHUTTER bm 14. Ail 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 114-0 OR 3/16v 5052 ALUM.ALLOY.S SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,.MBSCREW,PUSPUSHLOCK OR N.T.S. BOX LOCK AT CENTER OR SIDE CLOSURE. 16. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS RE(: 'N 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". 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 IN THE ABOVE-NOTED BUILDING CODE 22. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND OUTSIDE OF THE SHUTTER BEING REVERSED.FOR EXAMPLE:IT IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEAM WITH THE 15-2338 BACK OF THE SLAT FACING OUTWARD,FOR THIS CONDITION POSITIVE ALLOWABI F DESIGN SUM PRESSURES AS NOTED IN TABLE 1 ARE IN THE DIRECTION TOWARDS THE MOST STRUCTURE AND FGE DESCRIPTIM GATIVE ALLOWABLE DESIGN PRESSURES ARE AWAY FROM THE HOST STRUCTURE. 23. SHUTTER MAY BE INSTALLED WITH UP TO(2)ADDITIONAL BLADES OF SLACK g�+E. 2.814" PREI.IECTRIN VARIES 3410' 1.994" 115" ( 4,874'MAX2.702 �• 7.825" R 125" 825" 060" 1.825" 1,706` 625" .100" 1,7 8" 100" a a) .100" 17 8" a 068�y 143 c 143" 1.708" 143" 10U' 1=708' n 195" 46" y •' 100" w 143`nft' TI .195" .143' m A99 198" .195" II 1432. 'm 7A "•z 62' 062' it 95" L a 634 .20 in .6 2.630' t2� 200le-q ' 1.069 ��� e .062 62" 200" ,062' 30" 62" Z00" n 0• 62" lie , 1 69' .971" N 6 63 1.250 71 .588'1" ,09 .095' ..�.--}1,069• 20 2,7 8' Q " L7 d 095" 971" 030' 'u748• L m 'bj H5.745"M 5.745" 3.610" - W NN WALL 19 BUILD OUT WALL O HEAVY 2-LEG WALL LITE 2-LEG WALL 7t-D Y HEADER/SILL LITE HEADER/SILL a SCALE+HALF SIZ S@ACE+HALF SIZE 3 ¢ � 5GALE+HALF SIZE 6 .SCALE+HALF SIZE SCALE,HALF SIZE SCALE=HALF SIZE m W WHERE SHOWN SCREW BOSSES & FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS + 2.65s' � 2.655" L825` 875' 2.195' 1.2301- 1.82S" 2.195" 1.S708531111 u _ oll aiWNpi aNb 2.655' 'n ,895• I ��-11' 2bN36�5'550 51 o `, Ag5..600 460' (7) lokc TYP 0621' Y M 60T .105. TYP. 62 621' -'r . .mE2.304" 4.510' 4,510' d.SfO' 1 � ' ar 3i0s (7 SILL (g1 SILL ADAPTER T EXTENDED SILL ADAPTOR SCAM HALF SIZE ��,,..�i 1 O MID SELL 12 MID SILL ADAPTOR ' SCAM HALF SIZE O EXTENDED SILL SCALE=HALF SIZE SCALE.HALF SIZE SCALE:HALF SIZE SCALE,HALF SIZE 1.99 ` L43' 4 603" 30.225 ,314" '143, 1,708• cZt 4140" .25a" .297" .06 .0 ism Q' .030R2" ~ O0 b01 a�? Y 1625" .0690 L570' 510' " 0' '� .341' 1.069' - q N Inn G U. 1.721' ,133' s 13 TYP. 6.8 SLAT/BLADE 0,080' 0.117' IIII lip j7 8.8 STARTER ,682• .630' .096' m #A60' e SCALE,HALF SIZE SCALE+HALF SIZE ,130" ,0 2' 2,822' b m y N 0115' m ni i 0081' s e � 621' w 'S 4,510' �g RADIUS CEILING HEADER/SILL 0,096' „ WALL SILL $ vY ' SCALE=HALF SIZE .180 07" .310 4 vol, N ,080' SCALE,HALF SIZE $ E C.054" 630' 080'.N OA80' aarPlcxrlwuxLeExrua+oPF 15-2338 SCALE+ .424' PAGE VESCRIP71ON: " �¢ CEILING H-ADER/SILL 15 6.$ STACK/CONEOTOR SLAT/BLADE SCALE+HALFSIZE WALL SILL OL(P SCALE-HALF SIZE $ SCAM HALF SIZE �3 375 2.018, #10-24 THUMB .,STAINLESS STEEL 19 5 10, SCREW_-tz ASSEMBLY 200 HOLE cq ci wNYLON 41X 'In 100 .0501, WHEEL TA .240" 7S 5'MAX TYP.AT EVERY OTHER 0" RECESS SILL INSIDE JOINT AT TOP. ,wr., 1.100 $rrrirrr FOR USE WITH loorro 445 x jg ANGLE SCALE,HALF SIZE AND @ONLY CYLNDER-SOUO BRASS,NtCKEL PLATED .X,.f a >Cu SLIDE ROD ROLLER ASSEMBLY HOUSING-ZINC DXASTP0WOER COATED b <g SCALE,HALF SIZE @ SCALE.HALF SIZE NOTE.tk MAT BE KEY OPERATED OUTSIDE OR THUMB z M'a SCALE.HALF SIZE TURN OPERATED INSIDE. 1250, 31: BRASS PUSH LOCK @ W NYLON WASHER SCALE.HALF SIZE cc a R ALUMINUM 10 uji 'uj [NYLON BUSHING '276' OPTIONALI. .2761 4400' 14 x 2-3/4"410 HT S.S. 0621 vi INSERTS SCREW W1 IN INTO TC ULTRACOTE COATING TRACK ITYP TOP&BOTTOM) CT 2250, BUSHING W, '154, YLON [NYLON W1 WASHER, 154' .137' ul 7/16-0 x 1/2-(B)INTERIOR JOINT TOP 224' 7/16'0 x 1"?INTERIOR JOINT BOTTOM EITHER CAN 8 USED ON EXTERIORBOX CENTER INSERT P-000, BUSHING ASSEMBLY DETAIL @ SCALE,HALF SIZE m'G v RAINGUARD DECORATIVE FLOOR TRACK SCALE,HALF SIZE �7 Ed SCALE,HALF SIZE L978' SCALE±125 LF SIZE 74 2.642" .623' .236, 1 10, .286' 2.702" ..20! 2, " 2 443' A6 090' 2 89' 404 .084' t*! CD: 2. 5.200` 1.100" r C1 • .190" 0. 1 68' .239 941 n 'r 3.443' .250 .125 e .496 14 1,758' cu \S 0 A;C- .12s"" .125in - .190-J' -*.125- 160' .2 2'.L4 4621 176' N 2003 6.8 CENTER MATE (B30 UNIMATE LOCK 31 MALE OX CENTER OUTSIDE CENTER MATE INSIDE CENTER MATE �j_ _E FEMALE E30X CENTER 8 SCALE.HALF SIZE SCALE:HALF SIZE L'.HALF gj'F SCALE.HALF SIZE SCALE,HALF SIZE (B SCALE-HALF SIZE Inn 62' 7/16"0 STAINLESS ST. U 05, NDTEt ATTACHMENT 5.500' x 13/161 WrDE SCREWS FOR .41A END STRIPS SHALL BE#10 TGRX READ STYLE VARIES OR PHILLIPS DRIVE SCREWS, D 30 THUMB SCREW 0 NAND TIGHTENED ONLY. Ti �~-E- r--== SCALE,FULL SIZE -250'" co 114-20xl OR 5 6_18xI n r3 S99 Z MACHINE SCREW lee 5/16"o.INTERNAL L STAINLESS c THREAD UO -4 coPrnxxttrtwyxLeFlrusoaPE 236, 04 1.4�41 .239' 'Ob, oj TYP. T—SCREW [INSERT 15-2338 POWDER COATED.ZINC DIE-CASt SCALE,FULL SIZE 050, PE 2EJ,.Z%JS— SECTION A PAGE pE5Cp2P7ION1 IR F2541 N T-LOCK ADAPTER D 4 (B 40b 40c (OPTIONAL) 7.000' m 35 BOX LOCK SCALE HALF SIZE ENQ STRIP I" SCALE HALF SIZE 39 2X7 ANGLE 2" & 3" EXT SCALE.HALF SIZE SCALE, HALF SIZE r-FASTENER La IS-D.C. EXISTING GLA (USE ANY ANCHOR SHOWN EXISTING GLASSDIST. DIST. IN ANCHOR.SCHEDULE). 7 EDGE SILL (INTERIOR) No EMBED NOR) till, 14112 ALT,DIR CTION T8 USE AIN All EMBED. OF ANLL LE SIO. TA 17 ta (INTERIOR) 17 1 .0,062"THIK 063- UM.ANGLE I"Cx1" 1"MINT. 6 EDGj' (ANGLE LEG 3 DM. . AY BE REVERSED) �z >H ASTENER 0 is"O.Ci(USE ANY R 13 ED 3 ANCHOR SHOWN IN ANCHOR 13 6 -.- I.F3 SCHEDULE,I"MIN.EDGE DISTANCE). 1/9&99� T ip.� r;)NTD CENTERMATES 1/3 Q!ix 001,(TYPI) 29 12 x 1/2"GALVANIZED BOTTOM 20 THUMBSCREWXTERIOR) OR S.S.SMS,3/16-0 ALUM. Af, �6-4T-Umssc E INTO POP RIVET,OR 1/4-20 TO 2/3 SHUTTER SPAN E 0 41 cc (EXTERIOR MCAII�Iyp Vlk� w THREADED HOLE.LOCATED p MACHINE BOLT&NUT MA) H 'o 1�W@1 T 1/3 SPAN TO 213 SPAN M p Ir D.C. TO GVP _SHUTTER'FOR BLADES MULTIPLE SHUTTER ASSEMBLY TYPICAL PLAN VIEW "BOTTOM 00 FROM SCALFj 3"a V-0" A W-3",USE-TWO THUMBSCREWS SCALE,3"-V-0" ON BLADES>8'-3-,.C11E atl 1/3 SPAN - LOCKING DETAILS FOR AND ONE AT 2/3 SPAN FROM BOTTOM CENTER MATES USE Y)BRASS PUSH LOCK OF BLADE,TYPICAL.FOR LOCKING SHOWN ON RANDOM In OR 1 5/16-18 Tgms SHUTTERS,A BRASS PUSH LOCK 63) S MAY BE SUBSTITUTED.WHEN USE) DETAILS INSERT 0 AT I NA So SPAN N SEE UM STRIPSCHEDULE HE CENTERMATE#29 AS SHOWN,RECEIVING TO 2/3 AN FROM tl 14 BOTTOM OF SHUTE FORMAX.SPANW N ,JC �,%CEIMVAING WOLTE,! A L BE HOLE FOR THUMB SCREW MAY BE 7/16" UR T 64 p I / N rpt 13 HEIGHT. 30 END STRIP SCHEDULE 41 SPAN JU-APPROPRIATE lor SX 9 So P.71 T ER STRIP T. 72 100, DE M rOR 82 P Om .CUSUF BUMOING CONDITIONS. rs 13 40 62 w \�FASTEN STARTER r0Q 72 88" P (INSIDE) 82 11. STR TO TRACK W/ 3'BIO(4.7) 62 w 2/#1oxV SCREWS AT CORNER ALTERNATE ANGLE 1-� I ®3. , END'STRIP DETAIL (HAND-TIGHTEN ONLY)SCALE,3' V-0" ANY TRACK13 W/SCREW BOSSES. 60 t SILL 2W 45 3.- Om xo.125' EXISTING GLASSZ z 1-*0 ANGLE 67 13 I I R P 3 USE BRASS PUSH LOCK (INSIDE) --te 1 5 16-a low 13 TO —1ij— OR 1 /16-18 ED I S R 30 2A4* 45 ISM - T'M7ATI' SILL 4 0 9! 1/3 X0.12V 16T�QMAN F 0 till i H ANGLE THU E I-E SPAN N T SPAN R 8 F 0 SHUTTER ECE — (OUTSIDE) 25. 0 UTTER. I IN' 41 1 1 S E 3/811 11 Pis �j UP TO 1. 0 7 T FOR GREATER SPANS OR LOADS TYPICAL OUTSIDE CORNER CLOSURE ZaA -—- __ _ TtiANSHOWNINERDSM , 5; CCl DETAILS WO/CORNER POST SCHEDULE,END STRIPS REQUIRE A ID Vx"WCUPANGLE NTS USING ANY ANCHOR ON THE 4/ 6 34 m $IAN 1530 C0?yRrAFRWL9E*#=AE ANICIMOR SMEDIR!&01401C TU \@@-/ r, SILL SCREW 01114-20 SMTT0 END 31 (OUTSIDE) 15-2338 STRIP. .. ..... SCALZI •USE Ill BOX LOCK AT 113 . e SPAN TO 2/3 SPAN FROM ACIRDESCRIPTIONt BOTTOM OF SHUTTER TYPICAL INSIDE CORNER CLOSURE R" DETAILS WO/CORNER POST 5jigggli MULTIPLE SHUTTER ASSEMBLY TITS SCALE,3" T-0" 2 FASTENERS ALUM. TUBE 6063-T6 ALLOY EACH ANGLE SEE FOR SIZE. C2 CONNECTION TYPE REFERENCE ANCHOR 40 SCHEDULE FOR MAX. STRUCTURE J . 1-1 1"x 2"x 1/8" SPACING 71 MAY. _0 Y OR 2"x 2"x 1/8" C1 CONNECTION TYPE (NE BOL3 ► ALUM.ANGLE W/NUT Co)12"D.C.OFE REFERENCE ANCHOR y THREE 3/16"0 SCHEDULE FOR MAX *14,ISMS p 6"D.C. OF ALUM, SPACIN (TYP.TOP BOTTOMS POP RIVETS 17 OR ALTERNATE THRU BOLT E ALLOY I THREE#12 SMS. 3116"0 ALUM.POP C1 CONNECT), 17 RIVET OR#12 SMS TYP REFERENCE AM OR I*IS-D.C.(TYP.) SCHEDULE FOR MAX. OR ud; (TYP.} SPACING TABLE A(cm) wx..6.4 PRESSURE VS ALLOWABLE 1.0167H IF FOR LR/W a MAY USE MALE OR 2IX2 3"ya*x L,LOCK-SLAT L T L w PSF No•Or vil NOW FEMALE LOCK-SLAT) sof J@ 'w &FOR HVHZ 0 62 13(r Iss, 13 w LASS FOR NX < L IC Ut IL_j 72 124' 17Sr' CC L Co G SEPARATICN X 3 TYPICAL CORNER CLOSURE DETAILS OR DOOR TO GLASS to as x 82 11. 17r NTS I < 'm< 0 W (9 . t_-q'j-, 92 111v TABLEFr� 202 .11AI)IE�PAN 11or 1w I SCFEDULE FOR i2n 304' 147 TABLES(M4) m ALTERNATE THRU BOLT OULLDOUT MOUNT w 91 IsoPRESSURE US ALLOWABLE U24M CS CONNECTION TYPE (DETAIL n U V, LIP REFERENCE ANCHOR MAX Q 3'x3'x SCHEDULE FOR MAX. MAX w 'I'Y RUITER DESIGN 114' 1 PSF WITH %' WITH If. SPAN PRESSURE C1 CONNECTION TYPE 1/41,-MAX,FROM PIN REFERENCE ANCHOR. LIU GUIUF TO BUSHING 62 113' 160 WASHER(TYP7= Ty .) 325 IN- *30-1 PSF SCHEDULE FOR MAX. 72 107. Isr 7211N. /-3I,1PSF I SPACING �_u B2 101, 147" now, -01.9 PSF ==0 92 9v JISIN. /-32.7 PSF 1' 140/4!SMS LZ 9"O.C.09— .. -i ANGLE TO TUBE CONNECTION -0 212 IN. •/-33.6PSF = 202 9v 110IN. •/342 PSF EXISTING 120 &r CONCRETE, EMBED 2-e 2;1' 1071K *352 PSFn 3 TUBE 0- F 150 74' 09, 305 IN. .1-35.9 PSF BLOCK WOOD FRAMING OR 5 CONNECTION TYPE 103 IN. T/--36.S F9 REFERENCE ANCHOR 1-1/2'MIN.FOR CONCRETE101 IN. -/-37.3 PSF SCHEDULE FOR MAX. N GOIN BLOCK AND 3/4'MIN: SPACING -38,DPSF s. F IN. 1.1 951N. 1.1-39.6 PSF ALTERNATE BUILD OUT MOUNT SECTION ASTENER IS.O.C. ps; Cb ALTERNATE SCALE.3--V-0" (USE ANY ANCHOR SHOWN 891N. 1-/-423 PSF IN ANCHOR SCHEDULE) 93 IN. /-43,8 PSF N, .45A PSF 811N. .1-465 PSF ACCORDION SHUTTER 781N. /-403 P5F PER PRODUCT APPROVAL 761N. 41-49S PSF 74 N. -/-50.9 FSF 3/16 RIVET OR 012 x 2"x 72 IN. 4/-52.3 PSF SMS 016-D.C. OR .090"6063-T6 ALUM.TUBE TYP.. 70 M. +6535 PSF APPLICABLE TO 14 Vill /4-20 NUT&SOL 68 IN. */-55A PSF A. Og'. x gill!I (TYP.), 3/16"0 ALUM.POP h < RIVET OR 4*12 SMS 21 OR 3. ALUM.TUBE M 10" (TYP.) Igo �4161 t7 pfi, 6053-TO ALLOY C FOR SEE TABLE R 21cx 5"x I/$- u FOR SIZE. 2 FASTENERS I n:), x CONTINUOUS 13 uIw V21 MIN.' R' R ' SOL IT ALLI YF R B it 6 V R A U N S R S ANCHOR N L A E P E C N H N1 E 0 Y D R R A ANCHOR S r C H 16 M BE F "S_ 2- � " A .TO L. T A' R 0 O.C..R ALLOY -IV ET FAST.' CUNT..... C.AN' ALUMINUM ANGLE Te Y SEE 2 F EACH ANGLE ALUMINUM ANGLE is" x-I"" OPTIONAL ANGLE T. L.. OPTIONAL ANGLE INSIDE 2'x3,x%"x x2'x.093" �3 2.175' ORIENTATION T..Ty 3-T6 ALUM. THREE 3/16'0 ALUM. I*,:Z5 CONTINUOUS OR r x ,.L. 'Y, . OF V ORIENTATION TYP. GLASS FOR L3w!l I ANGLE.TYP POP RIVETS OR OR 0.20. Rzm 2'x Y."x CONTINUOUS THREE I : , ,<< 606146ALLIMINUM rr 7 THREE#12 SMS,TYP. %mow r 11 4M�N GLASS D LM"'. A"TRACK ANGLE -ANr MACHINE CM-r' 1 7 __I/, IN. FOR THE E 00 ; EXISTING 0 x 21 1 ANGLE OR 2"i 13 12 21 0.9*MIN.THICK 6061-T6 U.. AW14 TRACK FASTENED ALUM.ANGLE ANGLE FASTENED TO TO ANGLE WITH 1/4-20 tq USE MALE OR FEMALE EXISTING 3 KSI LOCK!,SLATI CONCRETE MACHINE SCREWS AT 3" 04 f CONNECTION TYPE RETE HC S FROM ENDS AND 91 D.C. Ow"MM"LICUUMPE 13 REFERENCE ANCHOR STRUCTURE WJ�TH F.OR THE BALANCE .np T3 SCHEDULE FOR MAX. YeO ELCO ULTRACONS 2-1/2'MIN. 15-2338 OUTSIDE) FACING AT 3*FROM ENDS AND EXISTING CONCRETE SCALES 012 x 1/-2*'GALVANIZED 4"O.C.FOR BALANCE HOST STRUCTURE(3000 PAGE DESCRIPTION, OR S.S.SMS 3/16"0 ALUM. WITH I%,MIN PSI MIN) TYPICAL CORNER CLOSURE DETAILS POP RIVET,SMS,3/16."0 SIDE I�S��R. OPTIONS EMBEDMENT AND 2%" NTS MACHINE BOLT&NUT SCALE. EXISTING CONCRETE,' (;b 18-D.C. BLOCK OR WOOD FRAMING. MIN EDGE DISTANCE, ]SEE TABLE C FOR MAX SPAN AND PRESSURES STAGGERED WITH 3' MIN.SPACING,TYP./--" 'ILD?U T MOUNT LEF _C A NT�, @INSIDE SILL MOUNT SECTION SCALE .VU 3" -0" 00 011111/11111/ NCHO C5 CONNECTIOTYPE �REFERENCE ANR XISTING Fm SCHEDULE FOR MAX. STRUCTURE FOR&ML X. CHINE 8 T GLASS S"MA a a SPACIN W 0 >- GLASS E TABLE DC7 1/4-20 MA OR DOOR aum- OR W/NUT @ 12-D.C. SEE TABLE 4 'uu- OR DOOR FOR HT REFERENCE ANCHOR I @ 6"O.C.:a ij. SCHEDULE FOR *11.sms III FOR HWZ < SEE TABLE 2 za: W-0 SPACIN (TYP.TOP&BOTTOrto'. 'E OF SEE TAKE 2 ZW<O FOR MIN, MR V2L SEPARATOR @ ix ob SEPARAIN In Uw "-20 THRU BOLT W/ X In' TO GLASS tg W_j w #12 z Z CD w I.: 1/4 TO GLASS .1/2"SMS 9 12'!D.C. LOCK NUT @ 12-D.C.OR I OR 3/16"0 ALUM.POP #12 x /2"SMS T 12"D.C.E.S. RIVETS @ 6"0 C. OR 1/4-0 OR 3/16" ALUM.POP z .:)1- ALUM.POP RIVETS Lib 12-OX. RIVETS @ 6-D.C.- E.S. "N _,m tM OR 1/4"0 ALUM.POP RIVETS I/I Q AND Z' P 12-D.C.E.S. ---Ti/4"rMTAXagN ASSEMBLY— 1/4'MAX.FROM PIN 'u I--im *OC' FOR 'P�'VE 4"MA' AND @ '/ T I/ 112"TYP. IDE a 'v A Oulu - WASHER(TYP.) 3, WZ PH LE".Ly S SEE I VDQ 11_ ASSEMBLY WASHER fTYPJ GLASS FCR HYdZ zu ul 1/2" 1/2'TYP. EXISTING CONCRETE, CONNECTION TYPE OR DOOR L -j W BLOCK OR WOOD FRAMING SEE TABLE 2 ?:rL J I REFERENCE ANCHOR Fgt MIN, >I!2 ccz� <h('<,,.. ce EDGE 1: U) i 3 NEC11ON TYPE SCHEDULE FOR MAX. SEPAMION I& owe 9 I A DIST. GLASS lu REFERENCE ANCHOR SPACING AS SHOWN EDGE S L-C4 CONNECTION TYPE IN DIAGRAM ON PG.10) SCHEDULE FOR MAX. REFERENCE ANCHOR w QIST SPACING AS SHOWN 10 SCHEDULE FOR MAX. Lo CONNECTION TYPE IN DIAGRAM ON PG.10) SPACING.ALT,FASTENER o y i 6 R REFERENCE ANCHOREXISTING CONCRETE, LOCATION.FRONT AND w 0 SCHEDULE FOR MAX. BACK ANCHORS NOT REQ*D 11/4"MAX,FROM PIN SPACING,ALT.FASTENER BLOCK OR WOOD FRAM WITH THIS LOCATION 2 LOCATIOM FRONT AND Cl CONNECTION TYPE GUIDE TO BUSHING 1/4'M FROM BACK ANCHORS NOT REO'D INSIDE MOUNT SECTION REFERENCE ANCHOR WASHER(TYP.) �111 M=AXFl GUIDE TO WITH THIS LOCATION SCHEDULE FOR MAY PIN GU TO @ SCALE 3".1-0" SPACING Cs CONNECTION TYPE BUSHING AlHER INSIDE MOUNT SECTION REFERENCE ANCHOR Fo /ITYPJ SCALE,3".V-0' SCHEDULE FOR MAX. EXISTING CONCRETE, SPACING NOTE,FOR DETAILS ON N THIS THE BASE TRACK MAA? ST-Bi. INSE,SHEET BLOCK OR WOOD FRAMING EMBED, OdE61 ALLED WITH 1/4-GAPS,PROVIDED THAT EACH SEI FTT."..INglAl F BUILD OUT MOUNT SECTION A MINIMUM OF TWO SETS F ANCHORS AND 15 A u MINIMUM OF 12"LONG.THE SILL OR CEILING TRACK EXISTING CONCRETE. SCALE i 3".7-0" USED WITH THE BASE TRACK.MUST BE CONTINUOUS OVER THE GAPS BETWEEN SUCTIONS. BLOCK OR WOOD FRAMING XISTING 1 3.0 EXISTING CONCRETE, STRUCTURE /-BLOCK OR WOOD FRAMING E669 ST. 4 CONNECTION TYPE C-2 CONNECTION TYPE W EX71RUSION$2 EMBED. CTYPE EMBED. V/ REFERENCE NN ANCHOR REFERENCE ANCHOR CONNECTION TYPE EXTRUSION I SCHEDULE SCHEDULE FOR MAX. REFERENCE ANCHOR CHEDULE FOR MAX. SPACING SCHEDULE FOR MAX, SPACING AS SHOWN w SPACING IN DIAGRAM ON PG.10) 1416 1/2- &R@ 1/2' 3 4 w D GLASS 4 I-w r. ' w a OR DOOR OR H z Ir ❑ 7 nw o w *12 x 1/2'SMS @ 12" TABLE FOR ❑ E.l- D.C.OR 3/16"0 AL FOR LUN. U W a Li w .-I V)'.z r SEPARATION Vli I O-C. 2 Z to GLASS OR 90 FOR POP RIVETS 6- u v,W ALUM. DOOR 0 X 0 1, OR 1/4-0 ALU U ix 4 4 FOR o 19 x I` RIVETS @ 12-O.C. ;E-OIL I-- In GLASS 6.--,: u to OR DOD t'0 u g z ZM 0-1 < SEPARAITON <w << g.r.*w TO CLAM Z-1 Mt- 31 Id S! pp 1/4-20 S.S.MACHINE 0:<< D m 0 OAN OM PIN SCREW NUT GIASS �j IL < 12"D.C. 1(4 ASSEMBLY M - gjA 6 rXP. WASHER(TYP.) w 1/4"MAX.FROM PIN -�1/4 MAX.FROM PIN t7 QS X W r < GUIDE BUSHING 4 CONNECTION TYPE 1 R(g) UUIUL Tu k3U5HINEi WASHER ITYP.) REFERENCE ANCHOR WASHER(TYP.) _ I 1: - - EXISTING CONCRETE, A EDGE IST.' SCHEDULE FOR MAX. -CONNECTION-Typ E-Fw--*m—U �cz LUCK OR WOOD EXISTING CONCRE SPACING AS SHOWN 5 CONNECnON-TYPE- Y'EXTRUS'o OR FRAMING BLOCK OR WOOD FRAMING �C4 CONNECTION TYPE IN DIAGRAM ON PG.10) APERENCE ANCHOR TYPE - 1 .15-2338 REFERENCE ANCHOR SCHEDULE FOR MAX. 3"x 3"x 1/4"CONT. 4 CONNECTION TYPE #12 111 1/2"SMS @ 12" SCHEDULE FOR MAX. SPACING ScAte! 6063-T6 ALUM.ANGLE REFERENCE ANCHOR D.C.OR 3/16"0 ALUM, SPACING.ALT,FASTENER (MAY BE REVERSED SCHEDULE FOR MAX. POP RIVETS @D 6-0 C LOCATION,FRONTAND EXISTING CONCRETE, PACE DESCRIPTION:AS SHOWN DASHED) BLOCK OR WOOD FRAMING SPACING OR 1/4"0 ALUM.P BACK ANCHORS NOT Rmo WITH THIS LOCATION RIVETS @Y 12-O.C. SCALE ALL SECTION CEILING / INSIDE MOUNT SECTION WALL/BIJILD OUT � SCALE.3"i.V-0" (D SCALE.3".V-0" FOR A"T]Il ESSDNBAL '00 LgCty P� GLASS F SEE TTME 2 z,.i V! 'STRUCTURE W SEPARATION TO E ALT.LEG DIRECTION 1!4'20 NE OR 13�D n. (2)6063-T6 ALUMINUM BOLT MACHIW/NUT DDDR a jr W h ANGLES PER BEAM END, @ 12"OX OR _ w O sx I SIZE PER SPAN TUBE u.0 t/4"0 ALL i SCHEDULE #14 x 3/4" 1-<Z Q POINTS SOLID SMS 6"D.C. SPAN TUBE SCHEDULE S w< 0 SET ANCHORS SPAN TUBE •' {_�5T w M h w0. -1 WITH 7/8"MIN, ALLOWABLETUBE NUMBEROF NUMBEROF MINMUMAN a I XtoN w EMBEDMENTIN PER DESIGN SPAN ' THRU-BOLTS ANCHORSPER LENGTH <sa CONCRETE OR ACCESS HOLE SCHEDULE TUBE SHUTTER ANGLE Sy F w to BLOCK,3"MINin SIZE SPAN s� 1'J w SPACING AND ' TOP BOTTOM TOP BOTTOM TOP BOTTOM TOP " N OTTOM j 0 3"MIN EDGE TUBE TUBE TUBE TUBE TUBE TUBE TUBE TUBE Q 1uT'p; DISTANCE, 0.0. z ee• 12J.e• 1353' 2 2 2 3 P T Z� 5 w a 0 O at N 90' 101.7- 100.8' 2 2 3 3 7' 7• I 123' 09.9' 94.4' 2 2 3 3 T 7- j�'�J ✓m z$g - 3'"MIN. 54 7-6 O u m. 2k0k B6• 129.1" 167,0' 2 2 2 3 4- 7" !� p E0.01ST. u L+ ,.!5, _ /2" 1 ASTU E55FNTIAL FA0f111E5 13 Q O 0.12b• �' 114.6' t24.1' 2 2 3 3 T T w,,, - 01 1/4"MAX.FROM PIN GUIDE SEE TABLE 4 B FOR HYHZ SEE z 123" 102.0' 109.0• 2 2 4 4 10' 10• -S TO BUSHING WASHER(TYPAL GLASS T 2 f p NiM.SEPNtATbH W(L j 60' lJ&O• 190.9' 2 2 3 3 T' 7' N Wit '� I TWO 1/410 WOOD OR DOOR w m B0' 122.7- 186.7 2 2 ] 4 7" 10" N w•• 1/4"S THRU BOLTS L a¢ 123' 116.4' 137.5' 2 3 4 5 10' 13' i4 O LAG SCREWS H " SEE BEAM F w r O.C.MAX.WITH 2" l71" 80• 156,1' 240.0' 2 2 3 4 7' TO' THREADED PENETRATION 3"MIN. SCHEDULE FOR z I- nio-x 96• 149.6' 229,9• 2 3 4 B to• .10• m "T"INTO CENTER OF STUDS ED.DIST. EQUIR£DMB£R T O.td7b° 5 6 y1 123' 1923' 20J.1' 3 4 S 7 1]' 19• r EMB.•'T' 14 SMS @ MIDSPAN BETWEEN 14 16 114"MAX.P OM PIN OUIOE SPAN TUBE SCHEDULE NOTESi STUDS FOR TRACK TO 1"x 4" T'DP.T x x x x "ANGLE FOR 2'x5•&2`x6`BEAMS. ti PlYW06D& TUBE FOR TRACK WITH ALL 2. USE 2"x5'xl/4'ANGLES FOR 2"x8'&S x10°BEAMS. STUCCO FINIS POINTS SOLID in Iv 3. USE BEAM SCHEDULE FOR DETAIL]. * p 1"x 4"x.1 SET ANCHORS SPAN TUBE PER OF-SIGN .4. TOP&BOTTOM BEAMS MAYBE USED TOGETHER OR IN w g 6063-7-6 ALUM.TUBE WITH?/8"MIH. SCHEDULE .COMB1NA770N WITM OTHER CONNECTION DETAILS.WHERE USED . EMBEDMENT IN TOGETHER,BEAM MUST BE LIMITED TO TDP BEAM SPARS, �� m THlS DETAIL TO BE USED WHEN STUD SPACING CONCRETE OR 1/4-20 MACHINE BOOT 5. SPAN TUBES MAY BE USED IN A MIDSPAN CONDITION WITH PO• m EXCEEDS THE MAX.ALLOWABLE ANCHOR SPACING. BLOCK,3"MIN iv W!NUT(al 12"O.0 SHUTTERS SPANNING ABOVE AND BELOW THE BEAM.MID-SPAN i ❑.�'Se po M SPACING MIN 3" I 121 6663"76 ALUMINUM TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS, O�. ce /^^\ MIN EDGE I� ANGLES PER BEAM END, OR#14 x 3/4"SMS(0 ((�)WALL. MOUNT SECTION THIS DETAIL MAY DISTANCE. S12E DER SPAN TUBE 6"0.C. ANCHORS,ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN I z iv \.J SCALE 3'.+1'-0" ALSO BE USED SCHEDULE AS THE SUM OF THE SPANS AS AND BELOW THE BEAM. AT TOP EXISTING ACCESS HOLE S. LAP BEAMS ARE NOT ALLOWED, STRUCTURE ALT,LEG DIRECTION 7, ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM, - �? g EMBED. "s 72 PSF '�,•• iI`i MAX,DESIGN LOAD 5 0 H 3a a \.J BEAM SPAN SECTION v c —GLASS �'✓ SCALE.3"n 11-0" 1#, FAD=RAME OR DOOR = 13 FOR H1MZ SEE TABLE 2 Q RFOR w n EXISTING WOOD 'MA� X Z TRUSS OR RAFTER ')12 3" 112" ¢ @ 24"MAX.O.C. E 14 EXISTING FINISH MATERIAL 1/4"MAX.FROM PIN GUIDE o o 1"x 4"x 1/8"6063-T6 w r e 5 5 1 t6 TO BUSHING WASHER(7YP.L ALUM.TUBE W/THREE m I gg ��It q�eg 7-/4"TILE(TYPA) 1/4"H WOOD LAG \ wT"_ a FINISH MATERIAL I,,��t�� E$ SCREWS�WITH 2-314" ti 3/4"PLYWOOD MINIMUM THREADED' �fs J' t s!5?o 1/4"9t A325 GRADE THRU 86LT @ 7"O.C. PENETR."T"IN WOOD EACH RAFTER OF"OR 5/16"0 A325 GRADE THRU BOLT 12"O.C.GAIV.OR 5.5, 24"O.C.MAX.WHERE 5 6 � TUBE EXTENDS BEYOND 4 1/4"0 ELCO ULTRACON TO CONCRETE/CMU LAST TRUSS MORE THA • 5"O.C.W!i-1l4•'MIN.EMB. 6", EXTEND TUBE TO 2"x 5"x 1/8"6063-T6 " s ' OR 1!4"0 LAG SCREW @ 9"O.C.W/1-7/8`• NEXT TRUSS. \ m w �m ALUM.ANGLE W!THREE g \ > 'e MIN.EMB. IN W00p S(3-0.42.TO 0.55, / w 3 a 1/4"0 WOOD LAG S 1/4-20 S.S.MACHINE SCREW,? -� t3 tb to w O SCREWS WITH 2-3/4" C07TWfdi[FPAh1CLdDAtWmF.E EXISTING CONCRETE, 12"O.C.IN BETWEEN TRUSSES s F z w m MINIMUM THREADED HOLLOW BLOCK OR WITH 1/2"0 ACCESS HOLE ON a 0 0 in PENETR."T"IN WOOD La 15-2338 W000 FRAMING•SEE 2"x 5"x 1/8".CONT, BACKSIDE OF TUBE OR#14 SMS )t z z m EACH RAFTER OF TRUSS, SCALL. ANCHOR SCHEO.BASED ALUM.ANGLE 16063-7-6) (rD 6"O.C.MAX.IN BETWEEN <�c aF 24"O.C.MAX.WHERE PACEOEsc91PT2DNc ON TYPE OF STRUCTURE S rn - ANGLE EXTENDS BEYOND - ¢ LAST TRUSS MORE THAN n (MAX.DESIGN lOAO 2 72 P.S.F.) 6"• EXTEND ANGLE TO9� PASS THRU DETAIL (MAX.DESIGN LOAD t 72 P.S,F.) NEXT TRUSS, • SCALE 3'-T-D" - O TRUSS MOUNT SECTION SCALE.3".1•-0" 0 O I A!'-&�j oGLASS ORDooR „•• �� F CLINES a TME *ARA7M S OR z L _ GLASS OR FOR %H 3 o a irw- DOOR TAU TO Nut F m "S . w.J --_ __- .s n WOSti 'AG. 1~-Qyrti .1117"ST� w1~-� utNQm X wA w MPARATION TO 0: FOR LK M Z ti 0 2 u ut.s am y a^ MASS Y 13 z O y �(6 d=K J U'�Cf JOz I E I� R M� �, >-'LL61a (DA ~m 13 w z m C} CONNECTION TYPE u a PARTIAL ELEYATIQN UNTED [� z a z j r J o v REFERENCE ANCHOR , d m -W7�j „ w Z S I'y SCHEDULE FOR SCALE.3' 1-0' Z fW�l n19 20 y 28 d d SPACING, 1 ..250" tu g . .250 .254 y 3 01 $ T --1/4-0 TAPCON g)24" 8 CONNECTION TYPE' w o wP 3 O,C.WITH 1-1/4 MIN. REFERENCE ANCHOR d 0 O a EMBED. SCHEDULE FOR MAX. w ,� / SPACING m , EXISTING CONCRETE OR / EXISTING \. BLOCK ONLY.WOOD / STRUCTURE .i \FRAMING&WOOD ANCHORS l EXISTING HOST STRUCTURE umi �iOT ACCEPTABLE WALL MOUNT SILL DETAi EXISTING FINISH m 1/4"MAX,FROM PI m \ \./ ATERIAL r SCALE.3".1'-0" v G IDE TO BUSHING DIST. \\ DECORATIVE FLOOR TRACK DETAIL SQ1R©cur IN 4"INTERVALS Ar.,a ? •a WASHER(TYP.} 6 RECESS SILL DETAIL \ �-/ TO EOR U E(SEE ^ SCALE 3"c 1'-0" '3 =A9 M DETAIL FOR ADDITIONAL 1S 1�}' 0 0 SCALE•3'=1'-0" INFO). TY T P&BOTTOM, y� 0 m SEE ANCHOR STENER SCHCEDULE BASEp '91 $& 11 ON C4 CONNECTION TYPE TOPIN GUIDE n m K i/4"MAX.FROM i VERIFY ANCHOR SPACING BUSHING WASItTO IS ACCEPTABLE 13 S° �`'� fr c} ITYPJ ( z • � �r gl '4+ti hob B7 IE (:*''� 6f a N xy K ?t 7YP.BOTTOM B 1/2" 70 BUSHING WAS ER TYP. C,' STRUCTURE W1 NU @ 2-D.C.BOLT .v+ W/NUT('�2"O (1�4 CUT AT INTERVALS TQ, EXISTING FINISH FORM CURVE(SEE DETAIL MATERIAL .' i CONNECTION TYPE .. REFERENCE ANCHOR - SCHEDULE FOR MAX. SPACING(FASTENER 1"4FR 3x1/8"&1"x2" tI8" Col EACH 4"PIECE P � -76 ALUM.ANGLE CUT 70 '1"xP'xtfB" 1"x2"x1/6•' „ CH AN RRpRVIDE SSP 0q T 60q6rg-HT6 NAt�PM.ANGLE COPT TO (P j CURVED TRACK SECTION DETAIL 3 E§ NT ANO BTppEtRKEWHEREEDNS QFC TSHU7SEq EXRUSIONST \J SCALE 3"c 1'-0" �y T OF E�7RRRee1U1SION IS FRO T AND BACK WHERE ' /"" - P2 a 5($ �REQU(R£RNFORCEMENT CROO TTT QOUS REIN!ORCEMENT ISN REDU}RED. � Pi g 0019 Dy O0 ROVEDp MOUNTINGMBEITIOId,MIN.OFTWO PER. B APPROVED MOUNTINGCONDITION,MIN.OF TWO PER15-2338 ppR�O���VCC,�ED FASgTENg AMMND PIACRPROVG�EDttFASTE�E AND �� .g CEFAST�NERS PEMCUTOF TWO PERMCUTpF / PAGE bESCx1PTIONi " P}TYP. SECTION FOR SHUTTERS P2 TYP. ALTERNATE SECTION FOR SHUTTERS �—�'� R �3 SCALE 3' 1=0' SCALE.3'- 1'-O' -"' ,`,* EVi4 �P.E ANCHOR SCHEDULE: CONCRETE 2 x s YP. 2 NCS OUTSIDE � •. qq 2.5"MIN_EDGE,DISTANCE TOP FLANGE SECTION X)EE SPACING �.° •• Stens UO To 6'-0" an0,yo To e'•B",,,�.J SpbAS un To 131-0" o ANCHOR (OsD CONN TYPE LOAD CONN TYPE CONN TYPE _ _ ? = Cl C2 C] C4 C5 C6 C �`C3 C4 C5 C6 c2 C2 C3 04 Cs I C6 1/4'1TW TAPCON OR ELCO 48_16.01260-116.0116.0-36.0"16,0"16.0' 16,0"160"16,0,".10,5"10.0"16.0"13.0"15S'16. 63" 6.0" 9.5" I.W. O O ULTRACON WITH 1-3/4' ':62 16.0"16.0"12.5"12.0"36.0"14,5"16.0"I&W! &0" 7.0"113.0"110.0"11.0"10.0" S.0" 4.0" 6.0" 1.01' "q kv,EMBED(3192µa MIN CORP 72 16.0"16.0"`10.0" 9.5" 16.0"12S"15,S'16:0" 6.5" 6,0" 9.5" 9.0" 9.0" 8.0" 4.0" SA" 6.0" _ S T P.) 1 x S tal IN(SIDE 3 OR 04 HEADER/SILLO110 14.5"14.5"' 6.0" 5.5" B.S' 8,5" 9.0" 7.S" 4.0" 0.5" 6.0" 7.5" 6.0" BOT.FLANGE SECTION XlE SPACING200 7.5' 6.0" 5.0" 7.5" 6A" 5.0" 7.S" 6A" XSIDE CLOSEST TO OPEU4'MILLENIUM NILLFAST 48 16.0"Sfi.O"16.01 16.0"16,0"16.0"16,0"16,0"3Y.0"ip.5"16,0"14.0"14.5"14.5" 6.S' 6.0" 9.0" 9.5'WITH 1-3/4"EMBED(3275ps! 62 16.0"16.0"13.01 12.01 16.0"25.5"16.0"i&0" 8.0" ZO" 12.0'•11.0"10,0" 9.0" 5.4" 4.0" S.5" 7.5• K yx MIN CONCRETE) 72 16.0"16.0"10.5" 9.5" 16.0"13.5"14.5"14.5" 6.5" 6.0" 9.0" 9,S" S.S" 7.0" 4.0" 4.5" 6.5" NOTE. "S"INDICATES.ANCHOR SCHEDULE SPACING. IY' >U W i 110 13,0"13.0•' 6.0" 5.5" &0" 9A" 8A" 7.0" 4.0" 4.5" 6.0" 6.5" 55" ss SPACING DIAGRAM FOR Cl CONNECTION TYPE (t�VV.• a H 61 200 6.5" 5.5" S.S" 6.5" 5.5" S.S' 6.5" 5.5" 5.5" Z $ Ij4`ELCO CRETEFtt:X SS4 48 16.p"16.0"16.0"Y6.0"16.0^16,0"16.0"26.0"15.0"15.0^16.0^16.0^15,0"16.0"10.0" &5" 12.5^34.D" - Cl CONNECTION TYPE USING PIECE®OR Q J t3 m,X w° wW12"EMBED(3350ps1 MIN x;'62 16.0"16.0"Ib.O"16.b"16.8"16.0"16.0"16.0"12.0"SO.S"16,0"16.0"14.5"13.5' 7.0" 6S" 8.0" 11.0" _ WS A.9 ?a CONC) "'72 1G0"16.0"15.5"14.5"16.0"16.0"16,0"16.0"10.0" 8.5" 12.5'14.0"12.0"10.5' 6.0" S.0'• 6.5" 9.5" rr....,,, 3* 710 16.0"16.0" 9.0" 80" 315"13.0"12,0"10.0" 6,0" 5.0" fi.0- 4.0" SOA" B.0" S.0" 44" S.0" 8,0" 7 /! COMBINATION N w 200 10.0" 8.0•' 5.0" 0.0" S.0" 8.0" 10.0" 8.0" S.b" 4.b" S,0" 8.0" 10.0" 8.0" S.0" 4.0" S.0" B.0" 2 S P. 1 / 1 COMBINATION w Y"MIN EDGE DISTANCE 9 / 0 COMBINATION .a o 1/4'ITW TAPCON OR ELCO C3 C2 C3 00 CS 06 C1 I C2 C3 CR C5 I C6 Cl I C2 C3 C4 .s C6 O ULTRACON WITH 1-3/4" EMBED(3192ps1 MIN CONC) 48 16.0"116.0" 7.5`17.5" 16.0" 7.5" 16.0"1610" 5.0" 4.5" 16.0" S.S., 15,0"SSS' 9.5" 62 16.0"16.0" 5.5" 5.5 16.0" 6,0" 16.0"16.0" " 10,5" 4.5" 6.0" BED(3192ps1 MIN CONC) 72 16.0"164" 4.5" 4S' 16.0" 5.0" 1.001 15.5" 9S" 9.0" 7.51, 4.1" Gf` 130 14.0"340' 8.5" 8.5" 7,5'• 4.5" AD" 6.0" 1 x S YP.) 2 x S P. n 200 7.0" 6.0" J.4" 6.4" �4, a Ir' U4"MRLENIUM MILLFAST 48 S6A"16.0"13.0"I3.0"16.p"I3,5"16.0"16.0" 8,0" 7,5" 16,0" 9.5" 11,5"31.5" 4.5" A.0" LO" 6.5" NOTEi "S"INDICATES ANCHOR SCHEDULE SPACING. 'moi W �y FI WITH Y-3/4"EMBED(3275ps) 62 16.0"16:0" 9.0" Bs" 16.0"los°14.0"15,0^ ss" s.o" 9.5` 7s" &0" 7. as• s.o" SPACING DIAGRAM FOR C3 & C4 CONNECTION TYPE: o� MIN CONCRETE) 72 16.0" 9.5" 11.5"IY,S" 4,S" a.0' 7.0" 6,5" 6.5" 5:S' 4.5" - C3 CONNECTION TYPE USING PIECE 0 WITH OUTSIDE_ FQ S g 110 10,5"10.5" 4.5" 4.0" 6.0" 6.0" 6.5" 5.5" 4.0" S.S" 4.S" ANCHORS ONLY N p 1200 S.S' a.5" 5.5" 4.S" 5.5' 4.S' -C4 CONNECTION TYPE USING PIECE(0)OR @ WITH a 5a oo4 M z1.1/4"MIN EDGE D3STANCE OUTSIDE ANCHORS ONLY O Y/4'ALL-POINTS SOLID-SET z m tL v ANCHOR W/Tj8'EMBED B Cl C2 C3 C4 C5 C6 Cl C2 C3 C4 CS C6 C2 C2 C3 C4 CS C6 ANCHOR NOTES: "a i/4-20 SS MACHINE SCREW 48 16.0"16.0" 9.5" 9.5" 16.0"10,0"16,0"16.0" 6,b" S.S" Ib.O" 7.0" 10.5"11.0" 3.5" 3,5" 6.5" 4.5" (300{YPsI MIN CONC) 52 16.0"16.0" 7A" 6.5" 16.0" 8.0" 13.5"14.5" 4S" aA" 9,0" S.5" 7.5" T,D" 0.0" 3.5" 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING dNLY,ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE ^� 11.0° 6.0" 5.51• 3.0" 3.0" "39 yrs LIMITED TO THOSE SHOW N IN TABLE I OR 3 AS APPLICABLE(Pg 1). W o •� 310 10.4"10.0" 3S" 3.0" b.0" 4.5' fib" B zpo 5.0^1 a.0" S.o" 4,0" 5.0" 4,0" 2.. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUC.TIRE MATERIAL, o S 3 ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR 1/a•ALL POINTS SOttD-SET - 3"MSN EDGE DISTANCE _ EpUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER °� a ANCHOR W/7/B•EMBED B CS C2 C3 C4 CS C6 Cl C2 C3 C4 C5 C6 CS C2 C3 C4 CS C6 THAN OR EQUAL TO SHUTTER SPAN. o A 1/4-20 SS MACHINE SCREW 48 16.0"36.0'•16.0"16.0"16.01 16.0^16.0"16.01 14.0"13.0"16,0"16.0"16.0"16A" 8.5•• 7.5" 11.0"12.0" 3. SEE MOUNTING SECTION Ot7Ait5 FOR IDENTIFICATION OF CONNECTION TYPE. (3000ps1 MIN CONC) 62 16.0"16.0"16.0"15.0"16.0"16,0"26.0"16,0^1D,6" 9,0" 1;,0"23.5"12.;"11.5" 6,8" 5.5" 7.0" 9.0" ' 72 16.0°16.0"13.0"12.0•'16.0"16.01 16,0"16.0" 9.5" 7.5" 11,0"12.0"10,4"19 o" 5.0" 4.5" 5,5" 8.0" 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE •� 110 16.0"16.0" s.0" 7.0" 10.0"LIA 10.5" 9.0" 5.0" 4.S' S. 8.0" 8.5" 7.0" 4.0" 3.5" 4.5" 6.5" BLOCK OR WOOD FRAMING,REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE 200 8.5" 7.0" 4.0" 3.5" 4.5" 6.5" 8.5" 7.0" 4.0" 3.S" '4,5" 6,5" &5" 7.0" 4.0" 3.5" 4.5" 6.5" CONNECTION TYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF 1/4'POWERS SS'DROP-IN 2-518"MIN EDGE DISTANCE CONNECTION TYPE. W/1/4-20 SS BOLT AND _ Cl C2 C3 C4 CS C6 Ci C2 C3 C4 C5 C6 Cl C2 C3 04 CS C6 S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE I-EMBED(3000Pa MIN 48 16.0"36.0•'16.0"16.0"16.0"'16.0"26,0"16X"10.W' 9.5` 18A`•13.0"Y2,0"12.5•" 6A" 5.5" T.5" 4.0" ONLY, r S pp0 CONC) 62 16.0"16.0"112.0111.01 ll.o"16.0"14.5"15,p"16.0" 7,5" 6,5" 1p.0"10.5' &5" 8,0" 7.0" 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED - y6gB •� 72 16.0"16.0" 9.S' 9.0" 38.0"32S"12,0"12S" 6.0" 5.5" 7.S" 9,tl" J.0" 6.0" 6A" 110 11.0" IN ACCORDANCE WITH MANUFACTURERS'RECOMMENOATIONS.EMBEDMENT ,q ai6 11.0" S.5" S.0" 6.5" 8.5" 7.p" 6.0" 6.0" S,S' S.0" LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER v¢¢ 200 5.5" SA"' S.5" ,5.0" 5.5" SA" FINISHES. f/a"POWERS 55 pBowlN 3-x/21 MIN EDGE DISTANCE 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING WOOD FRAMING CONDITIONS o 52 If 0 W11/4-20 SS BOLT AND Cl C2 C3 C4 CS C6 CS C2 C3 C4 C5' C6 C1 C2 C3 C4 CS C6 VARY.FIELD VERIFY THAT FASTENERS AP&&INTO I�DEQQDATE WOOD FRAMING 1•EMBED(3000ps1 MIN ae 16.0"16.0"i6A"16.0'•36.0"16.b"16,p"16.0"i1,0"Id,O°26.0"14.01 13.0"13.0" 6.5" S,5" 8.0" 9.5" MEMBERS NOT PLYWOOD,FASTENING Tq PLYWOOD IS ACCEPTABLE ONLY FOR ° CONC) 62 16,0"56.0"13.p"12.D'"16.0"15,5"16.0"16.0" 8.0" 7,0" 10.5"11.0" 9.0" 8.0" 5.0" ;.0" 7.5" SIDE CLO6aURE PIECES, b s 72 16.0"16.0"50.5'• 9.5" 36.0"113.5"113.0-113.0-16.5" 5,5" 8.0" 9.5" 7.5' fi.5" 6.5" S.• WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING FASTENER �Li"I-� 130 12.0"11:5" 6.0" 5.5" 7.0" 9.0" 7.5" 6.5" 6.5" 6,0" 5.S. 5.5" SHALL BE LOCATED 1N CENTER OF NOMINAL 2•x 4'(MIN_,)WOOD STUD.3/4" 200 6.4" 5.0" SS" 6.0" SA" 5.3" 6,0" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMIN G SCREWS SHALL 2"MIN EDGE DISTANCE HAVE PHILLIPS PAN HEAD OR HEX HEAD. SMS9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2'ENGAGEMENT OFTHREADS IN a A22ORI INSERT Cl C2 C3 C4 CS Cb Cl CZ C3 Ca C5 06 Cl C2 C3 fiF CS C6 COPYRWFML8B091410PA `2000psi NF1INR� 'EMBED a8 16.0"16.0"13.0"13.0"16,0"13.5"16.0"16.D" 8.0" 7.5" 16.0" 9.5" 14,5"15.0" S.0" 4;5" 9,0" 6.5" HEAD(SIDEWALK BBASE ANCHOR AND O T)UO.N.VE Eft A PAM HEAD,TRUSS HEAD,OR WAFER X 5-233$ 62 36.0"Sb.O" 9,5" 9.0" 16,0"SO.S"15.0"Y6:0" 6.0" S.S" 32,5" 7.5" 10,5' 9.S' 3.5" 3.5" ;.5" 5.0" 72 16.0"16,0" 8.0" ZS" 16.0" 9.5" S4.S"15.0" S.0" 4.S' 9.0 6.5" 8.5" 7.5' 3.0" 4,5" 4.5,. ® DESIGNATES ANCHOR CONDITIONS WHICH ARE N07 ACCEPTABLE USES. - 110 13.S"13 " 4S" 4.0" 8.0" 6.4" 8.5" 7A" 3.0" 4.S" 4,0" 7.0'• 5,5" 3.5" 3.5" DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, PAGE DESCRIPTION% E 200 7.0" 5.5" T14.S" S To-- S.S" 3.5" 3,S" 7.0" 5.5" 3.5" 3.5" NUT OR WASHER WINGNUT. g 012 SMS W/'2.75"EYEWALL 4B Y6.0"16.0" 16.0"16.0"31.5"11.01 16.p"14.0"16.0"16.0" 7.0" 5.5" 1Y.5" 4.5" . r 10. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. �� e ARMOR iNSERTW/2.S` 62 16.0"36.01 16.0"16.0" 8.5" 8.p" 16,01 f1,0°33.5"Y2,0" 5.5" 4.5" 7.5" 7S" EMBED(2000ps1 MIN CONC) 72 16.0"16,0" 16.0"16.0" 7.0" 6.S' 115" 9S" 110" 9.S• 4.5" 4,0" 6,0" 6.0" 11. WHEN ANCHORING TO HOLLOW BLOCK SDS DRILLS SHOULD NOT BE USED Tq-' DRILL INTO HOLLOW BLOCK,NOR SHOULD IMPACT DRILLS BE USED TO INSTALL "�' - jam/}`y}3.0" 7.5" 3.5" 3,0" a.5" S.0" CONCRtTE SCREWS TO HOLLOW BLOCK � 0�200 9.0" 7.5" 9.0" 7.5" 3.5" 3.D" 4,S" S,0" A,p" 7,5' 3,5" ._..."---- v,l 3�srsa: Up ToSeans CONN TYPE CONN TYPE ��®E�R���E���LE�iL�i1r7��t�1�Eb91L�FE5i�ifl�iC�iLsi�E�fI�F�E2Fi1L�L�F7fiii���RESI�i� (• e .: •: °;y • if������9Efi�Q��Q��Q��k�Ei�E��FS�li�fi�➢Q�41��Ei����9��E�lEi�EI�E�E�:W�E�E�A (�f T ' IO�FIFZ�➢@���@�ffi�Q3��F.F37�Q�i�3'f��® • ®��@4�f1����9Q���E{�Q�®�C��[�k�Y �Ef��Y1���Ei�EI39Q3����FF�®�[� ��9IES��I��E[il5iQfi3➢������F�F.���A��1 � ����[d51�6S�®�L•�F�C���[3�E3�f/r////•,Ei���it¢�1��1(t@������lG#�Q�F�YCl�E�%rl/ii�� � '///r/"POWERS TAPPER+W1 3"MIN EDGE DISTANCE NO EES �co 'EMBED(3000psl MIN �mrx�©maAr�o©rc�mmoe©m�mmr-��ommmm©cc�rmc�A�a�m i��E[EYiE9Fl ➢@F�QlG�fQ��[3�� E�E�'/r//////lrr///L�F�71/f�TitEffili[Q�YrEQ�E¢�� Effi�l@@9�EE��EI�Ci �E�l� Emma //.%a///f/r/////EL��1��FI�@F�II3�� M3Mc2EMKEMMMMf�,wM9Mm0�r/ffffm� � - . . ���i/arrliiiirliiirri.— ririiiiaii �cmariririiai%r/ iair�� �iilica���c�i aim . - wm Room NOW 1/4'VI`WTAPCON WITHmm���m��ral%riririmm�iir% iia�n�������®m�caa�iii/ia%iiai -1/0 E14SEDtom[ilii%//////1//[��iE�%/r/%////fi,%f/%.'////fl%/////i%11 FIX /.%f/1 m� � i ////0004/ iiiraii110 ja,�r�®gym m rr,�rrrrirrr�./il��rrr�/irrai %ll : . %� /l�lw%frl/%r/r/�%rflr/�l/f��/l , %/i, •' � i///.i/r/,%/i%�//%//r////1/rl/%//r/11111/%rfl//1111% ••IIS r� �����® °' I %%%r//%f�iG��%r//,%r///%//1/�IE4 ummm ii�L�%////�//% L3E� %/ mm.. mE�[�f/,%%%///%%//%%rr/%% rr%rri v%iilii/i�/��irlii. rrl��,iiiililiii�rrrrfrlii rrr%�iir/%iliarfilr/// _ - ariariaiiriirffr�aalrriar,.iaa�iiiira%lir %Talo%�airriii%rill./ , ,�iiiiriirri�iiri� Ion ��r mr�mmfirrii € �I�is aliarf �r��EMum �riif i%lf sir%ir�iir�i, lrl%%fray%/00/ar//r%/rf//r/// / /�il //ai . u /1//f/////r'r/r///%fila/%/r//�%1%/r/alf/i.%f//i%r///'lJ/af%1///f.%//////fes%%/I%////i%a/fI////�/�l%/r,I%"%/1//r,%��%/��/iJ/1//%%//%l�"'/!/�•%1//rl/1%///f///11%/ mcg©ac�mc�r�c�omc�c�mmmr�m�smmmoc�®®c�csmm t�EmmmmM MMa*0r/»ra/1�aAEMIM //ll//1%111/�EG��i�3iQ��ifi�iiiLSSi� � %a%%/1/® mm��mm��i/r/1 i mfr%r� �r�irll • ���aria/r///iai.�mair � M//rlfaaaim /l�raLE�E��a//.1a/%i./fr�EMEKO�/frl%;�/ [wf//%a///a/.%/r//i. m a/l E�F�mmEMImEwKm mama cmM%aro 10,11%/af M m fiioi/liar af��aaiiarr aaafii�/ai iiira iai iiaai/ii�a/fi NO,��aaa a%iiaiZV///// aa/lflf//,ifa/la/lff/r//11/11/// /f/l/.%/a//.%r///a/i%� //%//r/////I//a%�[iii%/rai%rfffi,%//%C![�%//11/r/r//%lflr//fr%11f//.flr1/%r�rra/lfl / / /�%/as%//r//%/�%//f//'�//r/%i%1//%/%r%%�%/r//%//r%%/r/%%%//.'r/r//%%/////11////.•�//a�'i////%%///r%///%%///�/r%%//ai%//r/%///%.%r//%///r��i,%/11//. . � ' � emmmorc�mioc�c•�c�mr�ommrc�mAma®r-�©�©mmoc�m : `�' aii i%frrafrifi� �� �®���r��iaar,�iaiiiiai c ._ m�i�/�/aar,,ili�oriffi�iai/�ai,r�iaaii�iriaatir�irarriliirii�larrrioirirri�iiiJriaaali�ara�riioi�i�rialfiriiraiooir �rEMEMr�rai��aai��iirii%�iii aaiiN%i5immiaWral�r/te %fioisia0ii �t�ma/iaii.aaflr/ri/ri/af/aar/afr/rrai/rirlrfiaii/rir/i/lalirira/i/a. 11 nrrrnr ''��q� "o MTA E OF ANCHOR SCHEDULE: WOOD (G=p.55) ;�a ' � ANCHOR SCHEDULE: HOLLOW CONCRETE BLACK (CONT,) _c_ 3/4"MIN EDGE DISTANCE 2"MIN EDGE DISTANCE - .. ("j Soong UO To 6-0 Ens UFi:To BSA "t ans Up To i3-0" LOAD Saans Up To 6'-0" Soans UD To 8'-8" Soans UD To.13'-p" 5 LOAD CONN TYPE -CONN TYPE_- x CONN TYPE _ >u q CANN,TYPE CONN TYPE CONN TYPE O ANCHOR (ps() d ANCHOR (ps0. x C1 C2 C3. C4 C5FT''`Q C3 C4 CS Cl Q C3 CR CS UI' 4 ggg aG CI C2 C3 C4 CS Cl C2 C3 CA CS C1 C2 C3 04 CS U4•LAG SCREW WITH 1.314 48 36.0"16.0"11.5"I1,S"36,0"ib:0"16.0" 7.5' 7.0-116.G-16.0-116.0-14.5-144" FSA" t m "�S 0 114'POWERS TAPPER+W! 48 15.5"15.5" 6.51' 6.5" 15.5"10.5110.5"14.0"14.0" 10.5" 6.0" 6.0" MIN THREAD PENETRATION 62 16.0"16.0" 8.5" 8.5"116.0"116.0"16.0" 5,5"+ 5.5" 16.0"16.0"15.5"13.5"13.5" 9.5" ++ H 9 3 gg i-U4'EMBED 62 12.0"12,0".4.5" 4.5" FZ.B" 7.5" 8.6" 5.0" 4.5" 4.D" 72 16,0"16,0" 7.0" 7.0" 16.0"160"16.0" 4.51" 4.5" 15.0"14.0"12.5" 3.0" 3.0" 7.5' W '72 10.5'10.5" 4.0" 9.0" 6.01• 6.0" 110 16.0"16.0" 4.5" 4.0" 135"14,0"12,0" 3.0" 2,5" 7.5' 11.5' 9,5' 2.5" 2.0" 6.0" N LL 3 J { pr 110 51.5" 551" 200 11.5" 9.5" 251" 1.4" 6.0" 11.5" 9.5" Z.5" 2.0" 6,0" 11.5" 9.5" 2.5" 2A" 6A" O w Z 200 N 7116"WOOD BUSHING WITH 48 16.0"16.0" 9,S" 9.5" 16.0"13.0"13.0" 5.5" 5,0" 13.0" LS" 7,5" 3.5" 3.0" 4.5" �4 #12 SMS W/2"EYEWALL 48 16.0"16.0" 8.5" 8.5' 160"13,0"13.0" 51.4" 5.0" 12.5' 7.5" 7.5" 3.0" 3.0" 4.5" 0 1.13'MIN EMBED&1/4-20�. b2 14.5'14.5" fi.5" 5.4*' 14.5" 4.5" 10A" 4A" 3.5" 6.51' 51.5" 5.d" 2.5" 2.0" 3.0" ,1 ARMOR INSERT W/1-1/4' 62 14,5"14.5" 6.0" b.0" 14.5"5.5" 10.0" A.0" 3.5" 6.0" 5.0" 4.5" 3.0" SS MACHINE SCREW 72 12.5'12,5" 5.5" 5,0" 11,0" 7.5" 7,5" 3.5" 3.0"• 4,5" 4.5" 3,5' 2A" 2.0" ' EMBED72 12.5"SLS" 5.0" 4.5" Y3.6'• I.S. 7.5" 3.0" 3.0" 4.5" 4.5" 3.5" m s gj �' '""' 200 7.5" 3.0" 3.4" L5" 4.0" 3,5" 3.0" 2.0" 2.0" 3.5" 3.0". 1F0 7.0" 7,0" 3.0" 4.0' 4.0" 3.5" 7.5" 3.0" n i 240 3,5" 3.0" 3.5" 3.0" 3.5' J.0' +�' X14 SM5 X14 WOOD SCREW 48 16A"16,0"33.0"13.0"16A"16.0"16.0" 8,5" 8.0" 1.6.0"16.0"16.0" 5.0" 5.0"74r Ci ANCHOR SCHEDULE: GROUT-PILLED CONCRETE BLOCK WITH 1-3%GQ IN TT}REao+ 'n is.o"ico" eo is 160"16" 6o" s.o" so" i o"its io o' ds" ff m ANECR II k 130 16A"16.0" 5.0" 451"110.5-111,0`1. 4.5" 3.0" 30" 6.0" 4.4" 7.5" 2.5" 2.5' '�T 3 1.. 4"MIN EDGE DISTANCE - 200 9.0" 7.5" 2,5' LS" 4,5" 9.d" 7.5" 2.5" 2,5" 4.5" 9.0" 7.5" 2.5" 2.5' {,1 Sons Up To 6'-0" Spans UD To 8'-8" SPans Up To 1310" rn LbAD CONN TYPE CONN TYPE CONN TYPE _ Nnrn- x ANCHOR (�s0 C1 C2 C3 C4 CS CS C2 C3 C4 Ci Ci Q C3 Cd CS • 7 S ro O M 5/16"TTW TAPCON XL W/ 48 16.0"16,0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"36.0"1fi3O"16.0"10.5" 9.5" 15.5" ANCHOR SCHEDULE. WOOD (G=O.42} zio m 2-i/4"MIN.EMBED 62 Y6.0"16,0"16.0"16.0"I6.0"16.0"16,0112 IFS"16.0"16.0"160' &0" 7,0" 30,0" 3/4"MIN EDGE DISTANCE 72 16.0"16.0"16.0"15,5'16.0"ib.0"L6.0"10.5' 9.S' 15.5"14.5"12.5' 6.5" 51.5" e.p" rj Spons UP To 6'-0". Spans Uo To 8'-8" Spans Up To 13`-0" g 4 y 210 16.0"16.0"1010" 9.0" 14.0"14.5"156.S." 5 F 75" 12.0^10.0"S.S' 45" 6.d" �D LOAD CONN TYPE CONN TYPE CONN TYPE � 18 200 1Z.O"10.0" S.S' 4.5" 6.0" 12.0" 4.51' 6.0" 12.0"10.0" 5.5" q.S' 6.0" s ANCHOR (psf} Q Q p Cq CS Cl Q C3 C9 CS a Q C3 CA CS"LT."W( 48 16.0"16.0"1351"13.5"16,6"26.0" 7.51' I6A" 951" 9.5' 6.4" U4'tAG SCREW WITH 1-314 48 16A"16.0" 9,0" 9.d" Y6.0"16.0"16,0" 6.0" 51.5" 36.0"16A"Y6.0" 3.5" 3.51' 10.0"2.1/4'MIN.EMBED 62 160"169" 95" 8,5" 16.0"32,0" 5.0" 8.0" 6,5" 6.0" MIN THREAD PENETRATION 62 16.0"16.0" 6.5" 6.5" 16.0"16.0"16.0" 4.5" 4,0" 13.5'1351"10.5" 2.5" 2S" 6,0" N7.5" LO" l4.0" 951" 6.4 5.5" N 72 16.0"16.0" 5.5" 5.5" 16.0"16.0"16.0" 3.5" 3.5" 10.0" 9.5" 8.01' 2.511 LO" S.d" Z 110 8,5' 8,5" 110 IS014.5' 3,5" 3.0" 9.0" 9.0" 8.0" 20" 2.0" 5.0" 7.5" 6.0" 7-V 4.0" m 8 2D0 � � 200 7.5" 6.0" 2.0" 4.0" 7.5" 6,0" LO" 4,0" 7.5" 6-o" 2.0" 4,0" h' 2"MIN EDGE DISTANCE #14 SMS#14 WOOD SCREW 48 160'•16.0' A5" 951" 16A"36,0"16.0" 6.0" 5,5" 16.0"Y1.0"11.51' 3.5" 3.5" 7.0" u ARMOR INSERT W 2 CS Q C3 CS Cl Q C3 C4 CS C3 Q C3' C4 CS o OR U4" WERSTAPPER+.' 62 36.0"36.0" 7,0" 6.5" 16.0"14.0"15.0" 4.5' 4.0" 9.5" 8.0" 7.0" LS" LS" 4.5" L�'1 WITH 1.3 A'MIN THREAD 4+ #12 SMS W/2"EYEWALL 48 16,0"16.0"10.5"10.5"16.0"16.0"16.0" 6S" 6.S" 16.0"1251"12.5" 4.0" 3.5' 7.5" PENETRA ON 72 F6.0"I6A" 5.5" 5.5" Y6.0"SIA"12.5" 3.5" 3.51" 7,0" 6.5" SS' LO" 2.0", 3.5 / °EMBED 62 16,0"16.0" 7,5" 7.51" 16.0"15.5"16.0" 5.0" 4,5" 10.5" 9.0" 8.0" 3.0" 5.0" 110 10.5"10.0" 3.5" 3.0" 6.0" 6.5" 5.51' Z.0" 2.0" 3,5" 51.0" 4.5" 2.0" 2.5" a 72 16,p"26.0" 6,5" &0" 16.0"1251`US' 4.0" 3.5" 7.5" 7.0" bS" 4.0" 200 5.0" 4.5" 2.0" 2.5" S,b" 451" 2A" 2.5" SA" AS" 2.0" 251" IYO 11.5"11.5" 4.0" 3,1`17.0" 7.0" 6.0" 3.5" 6.0" 5.0" 7.0" 3.0" g u . idol . � ANCHOR NOTES:SEE'SHEET C0PnWffFRAWLRD0WXPA ID FOR ANCHOR NOTES, ' 15-2338 .. SCALE: • PAGE DESCRIPTIONI q q� 6 NJ w 1111111111 N 4 ROUND WINDOW t J ASSEMBLY t\ s `' ^•1 DO i Y- EDGE^OAF ACCORDION 12'MIN FROM ` ! SHUTTER BLADES EDGE OF SHUTTER, EDGE OF ACCORDION = 0.125'-}�. TOP OR BOTTOM SHUTTER BLADES S'* �}0.032' ,-x}-0.125' ? UI ST OF It 0.032 ltllF ,Z"/ -1-- I Fo 45= i �� g u pa $ 1 1W $ 1 I 00 w0:..X w I + wa 3.5°MIN >0,.,w v i I c9 D 2.075'(6 HOLE TO RECEIVE ROUND 1 _ ~ WINDOW ASSEMBLY TYPICAL ' t m w$ All H\� i (LjS) No 1 162.875• 4,0.188° 2.875.0 HOLE(TO RECEIVE 's -� 03.250• ROUND WINDOW ASSEMBLY) N � EVMYEODE aLGHT-N-VIEW WINDOW MREROTHRSLA '' u SABIC PLASTICS SLX1431T-UL•94HB _ < ROUND WINDOW 2 LIGHT-N-VIEW WINDOW ASSEMBLY 13 N.T.S. EXTERIOR ELEV y n V` t2"MIN FROM Q, EDGE OF SHUTTER11E GE OF ACCORDION j .TqP OR'BOTTOM SHUTTER BLADES RECTANGULAR f _ Zm Q 4, ;�} WINDOW ASSEMBLY S BLADE.W/ ROUND WINDOW (7 EDGE OF ACCORDION Z3 N.T.S. EXTERIOR ELEV Q L) ' 8 SHUTTER BLADES t—'zalo•--` _ - _. ./\ �— 1.210• 3.5-MIN a ° a a 0.145' 0.145• o § 0 TYPICAL Ip tl b '1 RECEIVE RECTANGULAR WINDOW ASSEMBLY) 1.500'x 6.000'HOLE(TO RECEIVE �I MAXIMUM OF 3 WINDOWS RECTANGULAR WINDOW ASSEMBLY) n .161' PER EVERY OTHER BLADE 093' 020' 3 RECTANGULAR WINDOW N.T.S. EXTERIOR REV +q ya yE 118` I G��¢� ��R 'Lr DIA. s 0.500• 0.500' ,•,I 3.5•M1N.ERECTANGULAR WINDOW ^i (INT') 'a RECTANGULAR WINDOW NOTES: e 9 TYPICAL "-'1 ASSEMBLY A ( ') 145' 1. THE RECTANGULAR WINDOW SHOWN IN €� �(15 88gg ! f 7 5/13 IS MADE FROM GE XL30 LEXAN WITH •R N I O 0.355° b i 0.075'MINIMUM THICKNESS, 3333 I 1° S 7 i 2. FRAME FOR RECTANGULAR WINDOW MAY ,$ y i 0.145• '�: f;�� BE NYLON 6 OR POLYCARBONATE WITH A €1 3 .SE U—LL MINIMUM THICKNESS OF 0.161'.ATTACHTO 1.856' 1-0.177' .3s5' LTS WITH NL WITH °4 ss scREws DR _ 15-2338 A SECTION A-A SCALE( - PACE DESCRIPTION; € _ BLADE W/ RECT. WINDOW jRECTANGULAR WINDOW ?� 13 N.T.S. EXTERIOR ELEV 13 N.T.S. EXTERIOR ELEV I