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HomeMy WebLinkAboutProduct Approval %Florida Building Code Online Page 1 of 2 rA I 8CIS Home i Log In f User Registrationµ� Hot Topic Submit Surcharge Stats&Facts Publications ( Contact Us ! 8CIS Site Map j [inks Search C � ;�' Product Approval E s{IZ USER:Public User rProduct Approval Menu>Product or Aoollcation Search>Application List>Application Detail FL# FL13757-R6 Application Type Revision Code Version 2017 Application Status Approved a� Comments Archived Cl O��ar �y Product Manufacturer Town and Country Industries, 4�rmittL`9 Gpu Address/Phone/Email 400 West McNab Road Sr' 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/Emall 400 west McNab Rd. Ft.Lauderdale,FL 33309 (954)970-9999 tomj@tc-alum.com � Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordlon Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 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 11 creditation and Management Institute Quality Assurance Contract Expiration Date12/31/2020 Validated By 0 L.BLANCO,P.E. ® Validation Checklist-Hardcopy Received Certificate of Independence FL13757 R6 COI Indepl.odf FL13757 R6 COI Inden2.odf FL13757 R6 COI IndeD3.odf Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2006 ASTM E1996 2005 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 I i Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect http://www.floridabuilding.ora/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgk7yHMuovbm... 6/4/2019 Florida Building Code Online Page 2 of 2 FL13757 R6 _F_g!1v EQU1v1.pdf FL13757 R§ Eguly Eciuiv2,p-df EL13757 R6 Equiv EoUj13.pdf Sections From the Code Product Approval Method Method I Option D Date Submitted 08/09/2017 Date Validated 08/11/2017 Date Pending FBC Approval 08/22/2017 Date Approved 10/10/2017 Stu ry of Products A FL# Model,Number r Name D&,cription 13757.1 6.8 Accordion Shutter Large, fissile Impact Resistant Accordion Shutter System Limits of Use Instal ation Instructions Approved for use In HVHZ:Yes 3 R6 1 Dwol.od Approved for use outside HVHZ:Yes Veril ed By:Frank L.Bernardo,P.E,PE0046549 Impact Resistant.Yes Cr ted by Independent Third Party:Yes Design Pressure:N/A aluation Reports Other:See installation drawings For allowable span/pressure FL13757 R6 AE Evall.od 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: FL13757 R6 ll_Dwc12.r)d Approved for use . e HVHZ:Yes Verified By:Frank L.Bernardo,P.E.PE0046549 ant:Yes Created by Independent Third Party;Yes Design Pressure:N/A Evaluation Reports Other:See installation drawings for allowable span/pressure FL13757 R6 AE Eval2.1)d combinations and additional limitations of use. Created by Independent Third Party:Yes 1 13757.3 E.A,Essential Facilities Accordion Aluminum accordion shutter approved up to missile level"E" I for use with essential facilities and wind zone 4 applications. Limits of Use Installation Instructions Approved for use in HVHZ:No FL13757 95 L1, DwQ3.l3 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 Re AE Eva13.Ddf I anchorage,etc. Created by Independent Third Party:Yes Sack Next Contact Us:t 2601 Blair Stone Road,Tallahassee EL 32399 Phone!850-457-192 The State of Florida is an AAtEEO employer.Copyright 2007-2013 state of Florida.::privacy Statement :Accessibility statement::Refund Statement Under Florida law,email addresses are public records,If you do not want your e-mail address released In response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address It they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please dick here. Product Approval Accepts: rnr M OR M Credit Card Safe http://www.floridabuilding.org/pr/pr�_app_dtl.aspx?param--wGEVXQWtDclvizk7vHMiiovhm A1211101 0 FMNK L SE"MW P E­1 6.8 ACCORDION SHUTTER PE, Ex C�. FOR USE WITHIN AND OUTSIDE THE HVHZ L TABLE I TABLE 2 TABLE f NO PE00415 ALLOWABLE SPAN SCHEDULE MINIMUM SEPARATION FROM GLASS TABLE SCHEDULE =-0 FOR §Et_!!,F!_ - USE WITHIN THE R USE W MIN THE HVHZ iE HVHZ ALLOWABLE SPAN ASTM ESSENTIAL FACILITIES ONLY HVHZ ED POSITIVEWIND HVHZ MINIMUM SFPARATI N SCHEDULE 7'Eop m '0 uj IV FROM GL45S 0 NON-HVHZ MINIMUM SEPARATION % , WIND A WITH NEGATIVE POSITIVE FROM GLASS I ot. Wig ig DESIGN CENT - POSITIVE UNIMATE INS ON SHUTTER A =,n)I WIND WIND LOAD DESIGN SHUTTER TfONS POSITIVE AND PRESSURE IN ONS TALLATIONS "0 I ul LOAD Ouzz MOUNTING (PSF) GRADE GROLDE WIND {PSE) I It molt 8 ALL PRESSURE no"S Ove DESIGN NEGATIVE WIND RESSURE SPAN s TI "P., SPAN T=A.2. ST3GRADE A OV 3(r ABOVE E '®r, DR&&@ p 13 CONDITIONS- LOAD ALL AOE GRADE OR@&G (IM) (IN.) LOAD MOUNTING (IN.) (IN.) 2311� low 29.3 Iss" 5,r- 3,V (PSP) CONDITIONS- 11.5. I 156 - z So. or 25D 154m Iw 1w Ov 3o0% 1.1 HIR 3jw 1.4' is, 30 -LTJ 30.0 14'r Isr Isa, 30 q2 12V 3.1. 112* 35.0 142* 1501 156• _A20. 155, S.S. 3.5" czW 40.0 137' 145' 1561 ISO* 5.71 3,S65.0 143" BIT' 3.F_ IA* 1.U3 4&0 13r 141, 156, 3.0' 1.11 70.0 137, 1. 3.1" IA* 50-0 129• 99"137- 166- 310, 1.6' 75,0 133• 1108• 3.110 IA" _55,0 126• 134- - IDS" 3,0` lr 40 155' Q _80A 12a* 120' 3.11 zr 60.0 i 124" - 1318 148" 120, 3.0" 2__ 65.0 125' 13r 5.0" 2.r 661) 21. 129' 143' 132' S.T 28* 90.0 121a Ise, &V1. 4.r ri 70.0 1260 137` 14V s.r 3.5* 95.0 'Ia, 60" 3.1" 1.1" 75.0 lir 133' 1v 3,0" 1.11 100.0 i's' w 3.1* 1.7' A SDAI 1 115" or Wr 1.7' 105.0 112" lag" 3.1. 2 0' g 65.0 1 113, =R� 11. so 120, 1 125' so 3.01 110.0 1101 12V I.,. 90.0 Ilz* _121- 1 1 2.V 115.0 107" 132' 5.61 3.1" laowo low I 137 5.7" 3s" 120.0 106* 155• 5.8• 52- o- 111115"-- - w 3M' 12, 125.0 103' 1. 3.1" 1.1* MR, 105.0 lor 112' iir 60 99* 3.04 1.91 130o0 101, 19"• 3.1* 1. W 1410.0 iw Itiv 110• low 101 22- 135.0 or 11 i15.0 i05* 107- lor '31. • 140.0 65" 60 1.-+ 1 2.51* I < 1. 12D' 3.1" 2-r cAT 120.0 1. 105, Iw 60' &V Ir 145.0 92" 148• w 5.0* 12_50 - 'Ir 70 Be 3.0* w 15000 09, 11. 3.1' 1.1. 130.0 101* 99" 10' zx 155.0 or w 3.1. • q tv 35.0 11. 1.9. 4-0.0 or 60, 3.01 12, 16S.0 120" 3.11 3.W or lw* 51- 3.r 160.0 or 70 3.1" 145.0 92• 80 84' 150.0 89' so 175.0 IS" 137' 5.v 4.V a 2.r 60' "r 155.0 So" lir 3.5' 3s. 1811.0 w 3. I.V 185.0 160.0 ar so" &W Ix 72" Do 3.1; 2-2" 165D all 84' 10, tv 190.0 1 • 3.6. 110 99' 3mol 2.v 195.0 170.0 84' 3.1` 5.8" 3.7" 175.0- 70* Ia. 3.3' 3.3• L200.0 sw or 311 12' I0" 74* LL so 3.0' Ir 14" 3.1" 165.0 FOR BUILDOUT MOUNT`MAXIMUM 110 7r I2D 14". LO" SPANS AND PRESSURES,SEE ar I" 2v 1910 70 TABLE C ON SHEET 6/13 lic, 3.3" 3.r '195.0 so, 311, Ir 200*0 FOR BUILDOUT MOUNT MAXIMUM SPANS AND PRESSURES,SEE TABLE C ON SHEET 6113 120 99- 1 3.11 ze, 105. 1 3.1" TABLE I AND 2 NOTES: 1. HVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARD TABLE 3 AND 4 NOTES: 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- ,is SCHEDULE'ABOVE ARE MAXIMUM ALLOWABLE DESIGN Slt 2. DESIGN PRESSURES SHOWN IN'ACCORDION SHUTTER SPAN PRESSURES AT EACHRESPECTIVE SHUTTER SPAN. SCHEDULE"ABOVE ARE MAXIMUM ALLOWABLE DESIGN 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: 3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND ZONES ITHROUGH 4 OUTSIDE OF IT IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEAM WITH THE BACK OF THE SLAT FACING OUTWARD.FOR THE HVHZ AND OUTSIDE OF ESSENTIAL FACILITIES. THIS CONDITION POSITIVE ALLOWABLE DESIGN PRESSURES 4. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND 15-2338 AS NOTED IN TABLE I ARE IN THE DIRECTION TOWARDS THE OUTSIDE OF THE SHUTTER BEING REVERSED.FOR EXAMPLE:it SCALE: - HOST STRUCTURE AND NEGATIVE ALLOWABLE DESIGNPAGE DESCRIPTIM.- IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEAM PRESSURES ARE AWAY FROM THE HOST STRUCTURE. WITH THE BACK OF THE SLAT FACING OUTWARD. 4. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT Or S. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN THOSE INDICATED,ABOVE, PERMITTED.FOR SPANS BETWEEN THOSE INDICATED ABOVE, THE DESIGN PRESSURES FOR THE NEXT HIGHER SPAN SHALL HURRICANE p p TION THE DESIGN PRESSURES FOR THE NEXT HIGHER SPAN SMALL BE BE USED. USED. PROJECTION VARIES 3.6 10' 1.994*1 1907' 4.874'MAX. 2.782- LIC S" .997** 1825 1706' 1.1 143" 0 6 143, '100, 1.7 708" W0046549 .100-11 17081* 068 143 .100 001, 'lilt 01 9 6- 19 II 143 1. 1-,11.3. - - .195 19 T� f .7013- ,g 113• 61, Q6 D.. L 61- 0 0611" 062* 62' uj M m �D D -.1t" L!is c� .062* N-- • 111, D95- 2k, .6 2. D. 'opj 1069* 62- 200- 630' 200, _6 ,6 o" 62" .971" .9, So- 62** 062.. 630" -.630- 'O'p lillk% Z 0 xg WE 608 .069 1,250 L172F z 1. 69, 630 58l. 9 7�1" 69' B I'D 2.8 2" §<Lu 1. 011 12 0 �971­1 52. 1.2SO 1.200" .095 430', 2.746 1 101* z 010H 4 "m X. S.74.5-MAX. w WALL LITE 2-LEG WALL 0 BUILD OUT WALL HEAVY 2-LEG WALL HEAVY HEADER/SILL LITE HEADER/SILL SCALE:HALF SIZ SCALE HALF SIZE SCALE-HALF SIZE SCALE-HALF SIZE SCALE.HALF SIZE SCALE.HALF SIZE 0 ju A; ID WHERE SHOWN SCREW BOSSES & FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS 2.655* 2.655" 1.825" 219s" ..875' 2.195, 1.230' 1.825"1.583" .5 a 2.655' 2.365' .6 510- It.51 .460' oss, 400- pl.�ii .895, Ed ci 621' kDa. . "n 105' Oi 31' 05 ci r y �305' ri x C3 1160, ry ci D 1230- .-1-.069' .621, E .9 07SJ 4.510' 1 F.791' 2.195, 14.510, 8 1��291a9=5' 8 SILL ADAPTER EXTENDED SILL ADAPTOR MID SILL MID SILL ADAPTOR A SCALE:HA ZE LF EXTENDED SILL SCALE:HALF SIZE G SCALE•HALF SIZE SCALE;HALF SIZE A A 6SCALE-MA G) SCALE:HALF SIZE L9 3" fl 1.6. .143' 143* 30 3147.708' iR - LL �2S 4.140" sit E It .258** 150Heig .0310R 4�1 3.963' .022- 1.625" 069" .341' 0� nr 1570 L721' Moe 0.080. 0.117' 13 TYP. 6.8 low SLAT/BLADE 6.8 STARTER .682', .6.30' 1 1.096* SCALE LF SIZE SCALES HALF SIZE L �g of" 2.822, It 0,115' .621' 0 4 51011 WALL ILL 16 RADIUS CEILING HEADER/SILL M096* Do. C D @) SCALE:HALF SIZE 1-102" - .310, In DO, SCALE:HALF SIZE in cu 630' 227-11 .013 0.080, 15-2338 N WALEr .420' 1?t99 ovsKii 14 CEILING HEADER/SILL 15 6.8 STACK/CONECTOR SLAT/BLADE SCALE:HALF;SIZE Ig WALL SILL CLIP -13 SCALE:HALF SIZE,. SCALE:HALF SIZE 111 11 t i FRAN B ENNARC�g!p #pEo%5 '49 SCREW 1251 2.018, 010-24 THUMB STAINLESS STEEL ASSEMBLY 'Zo.' .LE I t Z��LL No PEO04f,549 ci 0 z �j iih Oso- NYLON WHEEL 0 N 0. STATE OF w A�Qx 5' MAX. to 0 TYP AT EVERY 0 20 RECESS SILL FOR USE WITH OTHER At mi ONLY Ilisill I%" o �=Hwg ig ANGLE SCALE:HALF SIZE AND (9 IYUNGIII-SOLID 1111111.NICKEL PLATED z U SCALE:HALF SIZE 22�TOALIER�_AS�$�MIBLY HOUSING-ZINC DICAST.POWDER COATED - -_____-_I SLIDE, R"OD 7 S SCALE.HALF SIZE 0 E OKAY BE KEY OPERATED OUTSIDE OR THUMB 0 SCALE:HALF S E 7 AN OPERATED INSIDE. z _/U 0 A E'ql 0- W 0� BRASS PUSH LOCK 0 lu rL NYLON WASHER @ B: ': SCALE-HALF SIZE I,)cl: OR ALUMINUM .357' a III (NYLON BUSHING 1p to OPTIONAL) 4.000'.500* .14 x 2-3/4-410 HT S.S SCREW REW W/ 00 062, In S' A INTO TC ULTRACOTE COATING co T C ITYP TOP 8.BOTTOM) TRACK NYLON BUSHING W1 WASHER, .154' .137' ='IF j 7/16-0 x I/42;'_@LlwzsA"ff"e*+T.'TOP A. 7/1 a INTrR �l L C.)INT .224' E CAN Q ON EXTERIOR BOX CENTER INSERT 24 BUSHING ASSEMBLY DETAIL SCALE:HALF SIZE S; 42 SCALE:HALF SIZE n27 RAINGUARD DECORATIVE FLOOR TRACK a - 9 - SCALE:HALF SIZE @ .1 1.978'' 2125' SCALE:HALF SIZE Ig u 3' .236' 7 .266' 21702- 2.642" 1.710' 1.22 .267' yy 1,084090. 443 2.465" I A43 2.289- M I"t L"n 284 1.200- sL! 6, 100- "0- -'S I,, 1..68 .239' � Iv0 U! '4 2501, 125 3443, .496' CR m1- 1.75 ry 3A- .190" p.061' m o u l 29 2003 6.8 CENTER TE LOCK MALE BOX CENTER FEMALE BOX CENTER @3)OUTSIDE CENTER MATE INSIDE CENTER MATE h ��NIM _ SCALE HALF SIZE C� SCALE HALF SIZE SCALE HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE: HALF� SIZE 7/16-0 STAINLESS 5.500' 13/16, VICE STEEL NUT OTE-ATTACHMENT SCREWS FOR ----- END STRIPS SHALL BE It 10 TORX YLE VARIES OR PHILLIPS DRIVE SCREWS. A HAND-TIGHTENED ONLY. z F B T, 38 THUMB SCREW x_04 Ism SCALE:FULL SIZE .25 5; 1 4- 1 OR 5/16-18xl MACH, CREW S;T YLE VARIES M SCREW FULL SIZE T SCALE: R T CREW 1%_'� 0. 5/16"0 INTERNAL LLL I. u -1 m THREAD r__Ej, C D1 T-SCREW INSERT ff-23T rE TYP. I,UJ 4.500' .689' POWDER COATED,ZINC DIE-CAST SCALE:FULL SIZE "t.mL 1,050-1 v I @ I'ArE DIVIIINUIMIN, DELTDELTA MODEL 2022 SECTION A T-LOCK ADAPTER �25 SYSTEMS (OPTIONAL) 7.000' LOCK END STRIP I" SCALE,HALF SIZE rl 3 SCALE:HALF SIZE (-X-.)2X7 ANGLE 2" & 3" EXT BOX L SCALE'HALF SIZE SCALE- HALF SIZE 10 J . ^ . � ' l , I FRANK L BENNARL 0 P.E. 11t I I iP� "+f,9 rlx�.z CONNECTION TYPE R VL7 g N'r._:42 REFERENCE ANCHOR MAX -EXISTING 2:W FOR ASIA SCHEDULE FOR MAX. STRUCTURE `�� FOR p.ST� O C$sENnnt a SPACING 5"MAX. �• ••••N'VJ17 ESSLWTIAL Ow a Cl CONNECTION TYPE 1/4-20 MA(iti BOL GLASS m O U.Y GLASS E TABLE 4 a �,,, REFERENCE ANCHOR ( W/NUT @.1,i"'�G7L.OR OR DOOR u,_ OR DOOR &FOR MritZ w w _ L;;J N 14 SMS a 64 a.0 No PE00 6549 SEE TABLE♦ F N m SEE TABLE 2 ti N=p a SCHEDULE FOR MAX rn &FOR HVHi Q r w o SPACING 74" (TYP TOP`8.*Ba TTOM) `IC !J _ SEFORAMN.BLE 2 13 y=j w a O SEP NATION 13 N e=-Z SEPARATION w TO CLASS 17_ ..� 1/4"-20 THRU BOLT W! X #12 x 1/2"SM5 12"O.C. X w 2 m w r STATE •• $1 LOCK NUT 72"O.C.OR TO GLASS ¢ a C°7 'I"1 O @ £1-w m OR 3/16••0 ALUM POP < a a a N �pRC6 ORl ,, FtoR, °o t112 x 1/2"SMS 12"0 C E S a ¢ J �y @ 0~- RIVETS @ 6"O.0 OR 1/4"0 £ an w a OR SSS'(..."' In W vi w OR 3716"m ALUM.POP w 5 r ALUM POP RIVETS @ 12"0 C ¢ /! ON o .xxp RIVETS @6"O.0 ES wT OR 1/4"m ALUM.POP RIVETS / 11 AND @2 FOR alm @ 12"O.C.E.S. ASSEMBLY 1/4"MAX.FROM PIN / �-~1/c"MAX.FROM PIN_ t/Z" 1/2'"TYP. GUIDE TO BUSHING A uTI y w o Z]t d�m;iz� AND©0 GUIDE TO BUSHING WASHER(TYP) TABLE Y S Z u :UU..11JJ ¢Iy C,S� w ASSEMBLY WASHER(TYP.) m GLASS &FOR H%" I/i L7 o m a I j Bz V 2" 112-TYP EXISTING CONCRETE. W 4 CONNECTION TYPE OR DOOR SEE TABLE 2 X z o z m 3 r~�G W / BLOCK OR WOOD FRAMING REFERENCE ANCHOR FOR MIH• ¢w ao¢r¢- N d`!`xxxi 4 EDGE SEPARATION £ a w W +i W / 3 CONNECTION TYPE D[it ST. SCHEDULE FOR MAX, 10 CLASS a W 6 REFERENCE ANCHOR SPACING AS SHOWN Q W CS EDGE SCHEDULE FOR MAX 'C4 CONNECTION TYPE IN DIAGRAM ON PG.10) / 01ST. SPACING AS SHOWN REFERENCE ANCHOR / SCHEDULE FOR MAX. to 3 CONNECTION TYPE IN DIAGRAM ON PG.141 SPACING ALT FASTENER w o OR 6 R REFERENCE ANCHOR LOCATION.FRONT AND �p G`t EXISTING CONCRETE. 1f 4"MAX.FROM PIN SCHEDULE FOR MAX. BACK ANCHORS NOT REO'0 SPACING.ALT.FASTENER BLOCK OR WOOD FRAM Cl CONNECTION TYPE 2 GUIDE TO BUSHING •rii / \1 PIN GUIDE 0 LOCATION.FRONT AND REFERENCE ANCHOR REFERENCETIAN WASHER(TYP.) N WITH THIS LOCATION / 1/4"MAX FROM BACK ANCHORS NOT REO'D B INSIDE MOUNT SECTION SCHEDULE FOR MAX 19 w= WITH THIS LOCATION SCALE.3".T-0" SPACING ON TYPE K� ! BUSHING WASHER /.1 INSIDE MOUNT SECTION ANCHOR Q o �^,l SCHEDULE FOR MAX. 'ITYP.) SCALE:3"=1'-0" EXISTING CONCRETE, SPACING / NO TE+FOR DETAIIs A,8,O.ANO E ON THIS SHEET, BLOCK OR WOOD FRAMING EM$ED Z a K THE BASE TRACK MAY BE INSTALLED IN SECTIONS ._a]<j / WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS OO BUILD OUT MOUNT SECTION c u A MINIMUM OF TWO SETS OF ANCHORS AND tS A uI TYP.BOTTOM MINIMUM OF 12"LONG THE SILL OR CEILING TRACK EXISTING CONCRETE. SCALE.3"=1'-0" F a E USED WITH THE BASE TRACK MUST BE CONTINUOUS BLOCK OR WOOD FRAMING F� ,g OYER THE GAPS BETWEEN SECTIONS EXISTING W a STRUCTURE o S EXISTING CONCRETE. EDGE DIST: BLOCK OR WOOD FRAMING 4 CONNECTION TYPE CONNECTION TYPE W/EXTRUSION #1 EMBED 1 CONNECTION TYPE REFERENCE ANCHOR EMBED. CONNECTION TYPE W/EXTRUSION ERENC � /'���"• )y ANCHOR REFERENCE ANCHOR wm O E SCHEDULSPACING E FOR MAX SCHEDULE EFOR MAX, p�� h SCHEDULE FOR MAX. W _,B 4• SPACING {LF,'.—�,'_�xi, SPACING AS SHOWN /��..,, IN DIAGRAM ON PG 101 i4 i6 r 1/2" lJ"RU2 rW 1/2" 3 4 R M w W N GLASS OR DOOR S L 4 t- =O o w I-w 7 wr5C, ` w 12.1/2"SMS @ t2" SEE�TIABLE 2 13 M z r FIXi i t.w D=a n O o Y a t-w OC OR3/16"O ALUM FPRAITI w ONw 13 t-'noDo e$ w l w m SEPARATION -+ Qg g �w 7�a POP RIVETS@6"O.0 X o2m GLASS OA &FOR HYHZ =r=-Z`x-'w 6i FOR r_N w W O OR t/4"0 ALUM.POP ¢ oa a F DOOR o rn u 13 = u' RIVETS @ 12-O.0 £ u FOR MIN. X w¢z a GLASS F I I tx+l h"z e- v siolifla�ss ��o a r OR DOOR--� HVHZ SEE TABLE 2 }I z o Z m �+w 1 o F I ¢,�a¢¢ O AND a 1/4"MAX.FROM PIN 1/4-24 S,S MACHINE £ �a>- 172" GUIDE TO BUSHING sD SCREWS NUT @ GLASS vM ASSEMBLY 1/2" w 6 12"O C Q TYP, WASHER(TYP.) W �_ 1/4"MAX.FROM PIN 1 _ 1/..L MAX FROM PIN W o i R 2 WASHER(TYP 11NG Bg t m '4 ONNECTION TYPE t/2" ('� tp g C GUISE R BUSHING FERENCE ANCHOR "" O dad 2 � R s5, £ WASHER iTYP) EDGE SCHEDULE FOR MAX CONNECTION TYPE W/EXTRUSION 2 OWYlaORNWKLLOFW�OPE }= 5 6 EXISTING CONCRETE. DIST. SPACING AS SHOWN ONNECTION TYPE Wf EXTRUSION ;t w BLOCK OR WOOD EXISTING CONCRE 4 CONNECTION TYPE IN DIAGRAM ON PG 101 ERENCE ANCHOR 15-2338 FRAMING BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX. _ OR N12 x 1/2"SMS @ 12" SCHEDULE FOR MAX SPACING S�1 j 3"x 3"x 1/4"CONT 4 CONNECTION TYPE SPACING.ALT.FASTENER EXISTING CONCRETE, PAGE OLSOUM4N- REFERENCE ANCHOR O.C.OR 3/16"0 ALUM. (MAY B6 ALUM ANGLE LOCATION.FRONT AND BLOCK OR WOOD FRAMING _ 0 SCHEDULE FOR MAX. POP RIVETS @ 6"O.C. Perk (MAY BE REVERSED NCtl4R5 NOT REO'D E AS SHOWN DASHED) SPACING OR 1!L"0 ALUM P P WITH THIS LO RIVETS @ 12" (�}WALL MOUNT SECTION O CEILING 1 INSIDE MOUNT SECTION WALL/BUILD 0 T (-1 SCALE 3"=1'-0- SCALE 3"=T-O" SECTION L/1/ SCALE a 3-=T-0 -- FOR A TB S5 NTIA 11 _147A�U itit,IY NK LSE �P& FOR HVHZ SEE ES SEE TABLE 2 e.... STRU ALT LED DIRECTION N GLASS -A- zta' EXISTING1/4'20 .41 OR NN�SEPARATION TO CTU OR CLASS 7325:3 0. MACHNE 0 121 6063-T6 ALUMINUM BOLT IW/NUT I. DOOR ANGLES PER BEAM END, NOPEDO"5 I s C&12-0 C OR 9 SIZE PER SPAN TUBE 1/4"0 ALL x 3/4"SCHEDULE 014 Z: 4 Z Q POINTS SOLID SPAN TUBE SCHEDULE SET ANCHORS sms 61,O.c f11 •10 N WITH 718"MIN SPAN TUBE ALLOWABLETUBE NUMBER OF NUMBEROF 44 -t X ,A z EMBEDMENT IN PER DESIGN SPAN THELtOoUTS ANCHORSPER Lum BE: <3�=" q CONCRETE OR ACCESS HOLE SCHEDULE TUBE SHUTTER Lr fd0,o.4bRlOA. BLOCK, I" SIZE SPAN ........ AC .2J.:se C,,�3"MIN Pin SPACING AND TOP BOTTOM TOP BOTTOM TUBE// 117 41 3 MIN EDGE b Z. TUBE TUBE TUBE TUBE 117 rl ':r X DISTANCE. , 11. z 6D* 123.V 1 135Z 2 2 2 3 A- 7' 065 ME. z o" 1* 101.7- 106.91 2 Uri, MOB 5 6 2 3 3 r 7- 3-MIN, 1416oSm 123' 59.9' 94.4' _2 2 3 3 r 7' 4. 6v 129.11 157.111 1 2 2 2 3 r z ED DIST 2'd*. 96. 114oflo W6 ".j .0. /2** 1 FOR m ESSENTIAL FACILITIES 13 t < 124.1' 2 2 3 3 1. T' III SEE TABLE 4&FOR HVMiZ SEE .125" 123' iozr 09.6* 2 2 4 4 10, 10" 03: 1/4"MAX.FROM PIN GUIDE z TO BUSHING WASHER ITYP.1 GLASS TABLE 5.< Hz _Z Lo-R NLN. 0 0.." 2"x8'X i"Ar 2 2 3 a 7' r OR DOOR To GUSH 11" i3soo" - - - -_ In ce TWO 1/4"0 WOOD -0 THRU BOLTS > ev 12Zr 155.r 2 2 3 4 71 ial I ui Ca 1/4 4 O-Iw w LAG SCREWS @ ZL 3�M 123" II&C 13T.r 2 3 13" 0 Ii SEE BEAM 1 '.1 4 5 10, D.C.MAX.WITH 2" - THREADED PENETRATION 3"MIN. SCHEDULE FOR 2 2 158.Y 3 47 10- "T**INTO CENTER OF SITUDS ED.DIST. EQUIRED N MBERE D 0.18", S "E., 229.9' 2_ 3 . 1 & T 202LI" 3 7 1 1 5 6 .1 4 5 1 1.- EMS,-T' 14 SMS @)MIDSPAN BETWEEN IL 16 1/4"MAX.FROM PIN GUIDE SPAN TUBE SCHEDULE NOTES- PLYWOOD& STUDS FOR TRACK TO 1'*x 4" TO BUSHING WASHER tTYP-) X1 ANGLES FOR r-5- 2-W BEAKS 2. U TUBE CONNECTION 1/4*'.ALL USE 2'X5'%1/4'ANGLES FOR FOR 2'XS-&2*XIO'BEAMS. S S STUCCO FINISH POINT SOLID 3. USE BEAM SCHEDULE FOR DETAIL J. 1"6.4.*'x 125" SET ANCHORS SPAN TUBE PER DESIGN 4. TOP&BOTTOM BEAKS MAY BE USED TOGETHER OR IN WN3 6063-T6 ALUM,TUBE WITH 7/8-MIN. SCHEDULE COMBINATION WITH OTHER CONNECTION DETAILS,WHERE USED EMBEDMENT TOGETHER,BEAM MUST BE LIMITED TO TOP BEAM SPANS. THIS TAIL To BE USED WHEN STUD SPACING CONCRETE OR -SPAN CONDITION WEEK EXCEEDS THE MAX.ALLOWABLE ANCHORBLOCK,3"MIN- 114-20 MACHINE BOLT 5. SPAN TUBES MAY BE USED IN A MID SPACING. W1 NUT P 12"0 C SHUTTERS SPANNING ABOVE AND BELOW THE BEAM.MID-SPAN SPACING AND 3"' -T6 ALUMINUM OR#14 x 3/4'*SMS Cci) .9 ,GE IN EDGE 1216063 TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS ANGLES PER BEAM END WALL MOUNT SECTION DETAI MAY DISTANCE. SIZE PER SPAN TUBE 6"D.C. ANCHORS,ANGLES AND 80 TEN THE skurrut SPAN AS THE SUM OF THE SPANS AND BELOW THE BEAM. E USE SCHEDULE 80l @ SCALE 3**.l'-0" ALSO IE AS IlWe AT TOP STRUCTURE ACCESS HOLE 6. LAP BEAMS ABLE NOT ALLOWED. EMBED.ALT LEG DIRECTION 7. ALL BEAKS AND ANGLES TO BE 6063-T6 ALUMINUM. 'E i5 MAX.DESIGN LOA m BEAM SPAN SECTION 0-GLASS F SCALE:3".1*-0­ OR DOOR A FOR HVH2!SEE TABLE 2 FOR MIN,SEPARATION TOEXISTING WOOD CLASS Xi Z TRUSS OR RAFTER 1/2' 112** 11 __7 IP 24"MAX' C. 0 C _I/ -1/2' :1 EXISTING FINISH MATERIAL -NI.k" 1/1 MAX FROM PIN GUIDE 14 16 TO BUSHING WASHER(TYP.) 1/8"6063-T6 a ALUM TUBE W/THREE 1/4-TILE(T YP I f-I 1/c•'0 WOOD LAG FINISH MATERIAL SCREWS WITH 2-3/t" ... MINIMUM THREADED PENETR."I"IN WOOD 114-0 A325 GRADE THRU`�Z)L'T;WO*7,*O r OR 5/16-0 A325 GRADE THRU BOLT @ 12"D.C. EACH RAFTER OF TRUSS, GALV.OR S S 24-D.C.MAX WHERE 5 6 TUBE EXTENDS BEYOND 1/4-0 ELCO ULTRACON TO CONCRETE/CMU LAST TRUSS MORE THA Im S"0 C Wll-llt**MIN EMS 6". EXTEND TUBE TO w u 2"Ux 5"x I/e"6063-T6 -0 LAG SCREW 0 9"OX W/1-7/11" ALUM.ANGLE W/THREE EMS. IN WOOD SG=O 42,TO 0.55. OR 1/4 NEXT TRUSS 1/4"o WOOD LAG I WIN 0 SCREWS WITH 2-3/4" CWVI=ffFRWL9B#V=Pf_ 3 f8 1/4-20 S.S.MACHINE SCREW L m EXISTING CONCRETE, 12'*O.0 IN BETWEEN TRUSSES MINIMUM THREADED z w WITH 1/2-0 ACCESS HOLE 0 2u 15-2338 HOLLOW LOCK OR H L N 0� PENETR."I"IN WOOD @ 2"x S"x 1/0"CONT BACKSIDE OF TUBE OR#14 SIMS WOOD FRAMING SEE MIN Z 0 Z IS EACH RAFTER OF TRUSS. ALE ANCHOR SCHED.BASED ALUM ANGLE 16063-T6) @ 6"D.C.MAX.IN BETWEEN <III cr<4 SC ON TYPE OF STRUCTURE 10" 24"D.C.MAX WHERE PAGE 01WA311MON. ANGLE EXTENDS BEYOND LAST T TRUSS MORE THAN (MAX.DESIGN LOAD 72 P.S 7F) 6", EXTEND ANGLE TO PASS THRU DETAIL (MAX DESIGN LOA NEXT TRUSS. 13 a SCALE r 3"=F-0" TRUSS MOUNT SECTION SCALE r 3".V-0- `' GLASS OR `ii\ DOOR LL.. 2 ` ..:..., FOR 85ZL1 ESSENTIAL � �' J FACILITIESSEE TABLE I 1 No EpOg65 SEE TA LE 2 OR MIN. FOR DOORS OR w _ WORSE sc ODRS OR w O SEPARATION 02CLA55 ___ __"i-___ 0-. •'..F7 e+.p SZ 4 k FlksOR F w w m w I~., M N a m 1 itSis'•L•Tn}yq!2F ui V 2 OR MIN. 2 w Q a RA f., N 2 co z 0 u 0 4"MIN. 'l7 IIWyI1 i� ^ ASS SEPALS TO % SEPARATION = y Z~ 73 X w¢N^ !!!! (t= �t1-:6 _... n. F w mX o2dZ a w w Q RADIUS HEADER MOUNTED Q �q w �t. 73 u t"a a w a z Gt CONNECTION TYPE w n. PARTIAL ELEVATION y o,=to Z,<Fmow REFERENCE ANCHOR C� SCALE:3-= 1'-0' Z� - 0 - w� uN SCHEDULE FORMA �W D,-3;a�w�'' . 20 'J w Q Q SPACING `t .25D ui pe'O .250" .250" i,/t"m TAPCON 24" CONNECTION TYPE w t- 1g o wO C WITH t-7/c�MINFERENCE ANCHORM EMBEDCHEDULE FOR MAX wPACINGEXISTING EXISTING CONCRETE OR " STRUCTUREBLOCK ONLY,WOOD FRAMING 8 WOOD ANCHISTING HOST STRUCTURE EO E wJOT ACCEPTABLEWALL MOUNT SILL DETAI LE�XISTING FINISH m 1/4"MAX FROM PIN "� y O 1'1ATERIAL w GUIDE TO BUSHING \ SCALE:3"=T'-0" m w Y >+- E \ S 6 CUT IN 4"INTERVALS _ WASHER(TYP.) W j g DIST \ ( DECORATIVE FLOOR TRACK DETAIL QF° { SCALE:3"=1'-0" O F RM U E(SEE z�^a CPj aT RECESS SILL DETAIL \, DETAIL FDR ADDITIONAL _ \-•/ SCALE:3"=V-0" L_��31Y1 INFOI TYP.TOP L BOTTOM - ry s?o„ �M,t p c e g 1 I I FASTENER R EACH 4"CUT - d� --IJ„_�-/_ \ SEE ANCHOR SCHEDULE BASED a W n aq m n W 2� �+• f ON C4 CONNECTION TYPE TO 'm m n o i!R"MAX FROM VERIFY ANCHOR SPACING m ` wa `, ,`m PIN GUIDE TO IS ACCEPTABLE 13 Y V Y Y Y Y p�• -"k BUSHING WASHER w - oobt7 o� �w O g (TYP.i m i a o vvvvvY Jm a � i 7/4"MAX.FROM PIN GUIDE w f TO BUSHING WASHER tTYPJ TYP. BOTTOM - 1/L..20MACHINE BOLT EXISTING W/NUT E°t 2"O.C. STRUCTURE CUT AT INTERVALS (� d CORM CURVE(SEE DETAILT6 EXISTING FINISH MATERIAL ( CONNECTION TYPE ss i LL SCHEDULE FOR MAX. SPACING(FASTENER °E t"xt"xt/g"&t"R2"ct/8'. @EACH 4"PIECE 6063-T6 ALUM.ANGLE CUT TO 1-xi-xl/g"a 1 2..'/ES" np CURVED TRACK SECTION DETAIL 6 MATCH AND PROVIDE SUPPORT 6063-T6 ALUM.ANGLE CUT TO p OF CUT SHUTTER EXTRUSIONS MATCH AND PROVIDE SUPPORT SCALE:3"=T'-0" si si Si @� Xg FRONT AND SACK.WHERE OF CUT SHUTTER EXTRUSIONS Pzr, FRONT OF E%TRUSION IS FRONT AND BACK.WHERE /_ L CONTINUOUS REINFORCEMENT FRONT OF EXTRUSION IS Pi IS NOT REQUIRED CONTINUOUS REINFORCEMENT ° ¢ IS NOT REQUIRED w oo - 1fifi1 { y APPROVED MOUNTING := QNRpfElANRLIBfNLOtE Me CONDITION,MIN OF TWO PER MB APPROVED MOUNTING PIECE 'tui,-'•`' CONDITION,MIN OF TWO PER I5-2338 4 _ APPROVED FASTENER AND PIECE I APPROVED FASTENER AND SPACING WITH A MINIMUM OF SPACING WITH A MINIMUM OF SCALX` TWO FASTENERS PER CUT TWO FASTENERS PER CUT � L.AaEocsa fp PIECE PIECE € TYP, SECTION FOR SHUTTERS TYP. ALTERNATE SECTION FOR SHUTTERS p� 93 SCALE:3'= t'_p^ P2 SCALE:J'= f'-D" ``-911 Spans Up To 8W CONN TYPE •i`IaL•+.�n• I'i'u!i1,'I'tL'IL' � � 1 • F��•` , 1311mm�{���}L.i�S;Ip ����L�1.8�/@Lti�ra. m�����;�il`S♦•�;pp��,����ery�[�,����,q��IMIM SbiLiS��/On��_.�.�:�mmmm {ME1�©;�����(LTd:��Li�,S,'ga�;C�/vGaS6fL:l�ipf m.SG:A•m(.1Oi�61'.6'♦•mL`�n.��i "Mmm���aM IMEMMU �iLL�®i`�®CBi���i Emu MR Kpm� ®K" .'� ��4�F �FfaYiE�®li®�'1 ®' �CMAKK] PMO m MUM *AM KUZMUM KIM Am MUM mmrmr �1no mmu MOM E�Fi�F. ... � I �mm m mumm ���' �' EMM ' ® mi ��" EMMMEM m mmm ® 130MUR®' rM' UMMU t I•• n . 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ANCHOR SCHEDULE: WOOD (G=0.55) J° ATE D,^ Z ,� - %�� '••'P<ORIOA (r(n] itis. °u 3/4"MIN EDGE DISTANCE 2"MIN EDGE DISTANCE rj Spans Up To 6•-0" Spans Up To 8'-8" 5 ans I I l% �7 O 2 G Spans Up To 6'-0" Spans Up To 8'-8" Spans Uo To 23'-0" ti LOAD CONN TYPE CONN TYPE CONN TY L_(� LOAD CONN TYPE CONN TYPE CONNTYPE S ANCH00. IP""fl C3 C2 C3 C4 C5 Cl C2 C3 U C5 C1 C2 G3 C4 CS a 4a4W W- LOAD ANCHOR ^2:, _ (P"+ff Cl C2 C3 C4 CS Cl C2 C3 C4 C5 Cl C2 C3 C4 C5 1/4°LAG SCREW WIIH 1-3/4' 48 16.0"36.0•'11.5"31.5'16.0"16.0"16.0" 7.5" 7.0" 16.0"16.0"16,0" 4.5" 4.S' 25.0" Z� nD.t 0] cP�q 1/4'POWERS?APPER+W/ 48 15.5'15.5" 6.5" 6S" 15.5"10.5"Sb.S' 4.0" 4.0" 10.5' 6.0" 5.0" MIN THRFAD PENETRATION 62 16.0"36.0" $.5" 8.5" 16.0"16.0"16.0" 5.S' S.S' 16.0"16.0"15.5' 3.5' 3.S' 9.5" •` �N�nniwG 1p 1-1/4-EMBED K 12.0"112.0"14.5" 4.5" 12.0" 7.S' 8.0" 5.0" 4.5" 4.0" 72 16.0"16.0" 7.0" 7.0" 16.0"16.0"16.0" 4.5" 4.5" 15.0"14.0"12.5" 3.0" 10" 7.5" � 0i:W ow Si 10.5"10.5" 4.0" 9.0" 6.0" 6.0" 110 16.0"36.0" 4.5" 4.0" 13.5'14.0"12.0" 3.0" 2.5' 7.5" 11.5" 9.5" 2.S' 2.p' 6.0•' 3 a� O g Z 5.5" 5.S' 200 31.5.19.5" 2.5' 2.0" 6.0" IIS' 9.S" 2.S' 2.0" KIP' 11.5' 9.S' 2.5' 2.0"I.Y. UI W lsw s o LYs ; 7/16'WOOD BUSHING WITH 48 26.0"Lb.O" 4.5" 4.5" 16.0"13.0"13.0" 5.5' 5.0" 13.0" 7.5" 7.5" Is- 30" 4S" om12SMS W/2'EYEWAtt 16.0"16.0" @.51 8.5" 16.0"13.0"13.0" S.D" S.0" 12.5" 7.S' 7.5" 3.0" 3.0" 4.5" 6 1.13'MIN EMBED h 114-20 62 14.5"14.5" 6.5" 6.0" 34.5" 9.5" 10.0" 4.0" 3.5" 6.5" 5.5" 5.02.6' 3.0"ARMORINSERT WJ 1-1j4' 14.5"14.5" 6.0" 6.8" 24.5^ 9.5" I0.0» 4.0" 3.51 6.0" S.0" 4.S' 3.0" l SS MACHINE SGREW 72 12.5'12.5' S.5" 5.0" 11.0" 7.5" 7.S" 3.S' 3.0" 4.5" 4.5" 3.5" 2.0EMBED c� a 22.5"12.5" S.D" 4.5" 11.0" 7.5" 7.5" 3.0" 3.0" 4.5" 4.S' 3.S" D ,L_amin 110 7.0" p.0" 30" 25" 40" 40" 3.5' 2.0" 2.0" 3.S 3.0"ivwu 7,0" 7.0" 3.0" 4 0" 4.0" 3.5' 3.S" 3.0" p 200 3.5" 0.0'" 3.5" 3.0" 3.5" 3.0" 200 3.S' 3.0'" 3.5" 3.0•' 3.5" 3.0" i t14 SMS t29 WOOD SCREW 48 16.0"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" A WITH 1-3/WE tN TTA HP READ 62 16.0"36.0" 9.5" 9.5' 16.0"16.0"36.D" 6.0" 6.D" 16.p"13.5'12.5" 4.0" 3,S'M41 ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK PENETRARON 7z 2s.D1 I6A" @A' 7.5» 16.0"I6.0"16.D" 5.0» 5.D" 12.0" S.5" 3.0"110 ' 6.0" 5.6• 5" SO.S"11.0" 9.5" 3.0" 3.0" » 9.0" 7.5" 2.5" 2.4'MIN EDGE OLS7ANCE5" 9.8" 7.S" 2.S' 2.54.5" 9.8" 75" 2.5" 2.S' Spans Up To 6w, Spans Up To 8'-8"' Suns H LOAD CONN TYPE CONN TYPE CONN TYPE I a e m O ANCHORNCHOR SCHEDULE: WOOD (G=0.42) cc x ° c1 a n u cs Cl Q c3 a c5 Clc1 a a c4 cs 5/ib'IPAI TAPCON XL WJ 48 16.8"16.0"I6.0"16.0"S6.p"26.0^16.0'"16.0"'16.0"16.0"16.0 36,0 SD.S" 9.5" 15.5" 3/4"MIN EDGE DISTANCE a 2-2J4'MIN.EMBED 62 26.0"16.8"76.0"26.0"16.0"26.D"16.0"12.51 11.5"16.0"16.0"16.0" $.0" 7.0" 10.D•' I 8 72 16.D"26.0"26.0"25.5"'16.0"16.0"26,0"IO.S' 9.5" 25.5'14.5"12.S" 6.5" 5.5" 8.D" Soans Up To 6'-0" Spans Up TO @'-B" Spans Up 70 13'-8" m p .. 110 16.0"16.0"10.0" 9.0" 14.0"14.5'22.5" 6.5" S.5" 7.5" 12.0"30.6' 5.51 4.5 6.8 ti TOAD 1 CONN TYPE CONN TYPE CONN TYPE ' o S p 200 120"10.0" S.S' 4.5" 60" 12.0'•10.0" 5.5" 4.5" 6.0" 12.0"20.0" S.S" 4.S' 6A" =ti ANCHOR (PSG Cl C2 C3 U C5 C3 C2 C3 U CS C2 C3 C4 CS ���yeee j 5/16'ELCO ULTRACON W/ 4@ 16.0"16.0"13.5"3351 16.0"16.0"16.0" $.0" 7.S' 16.0" 4.5" 4.5" 6.0" 1/4'UG SCREW WIYH 1-3/4 48 16.8"16.0" 9.0" 4.0" 16.8"36.0"26.0" 6.0" 5.5" 16.0" Cl36.0"16.0" 3.5' 3S• 10.0" o+JY 'p 2-1J4'MIN.EMBED 62 16.0"16.0" 9.5" 0.5" 16.0"12.0"12.5' S.S' S.0" B.0" 6.5" 6.0" MIN THREAD PENETRATION 62 16.0"16,6" 6.5" 6.S' 16.0 16.6'26.0" 4.5" 4.8" 13.5'12.5»20.5" 2.5" 2.5" 6.0'• 72 16.0"16.0" 7.S' 7.0" 14.0•' 9.S' 9.5" 6.0" 5.5" 72 16.6.16.0" S.S' S.5' 16.0"16.0"16.0" 3.5" 3.5° 10.0" 9.5° 8.0" 2.5" 20" 5.0" R o y 210 8.5" 8.5' 5.0" S.S' a 110 15.0"14.5' 3.5' 3.0" 9.0" 9.0" 8.0" 2.0'• 2.D" 5.0" 7.5" 6.0"=0- -T .0" Yj 2Q0 t� 200 7.S' 6101 2.0" 40" 7.5" 6.0" 2.0" 4.4" 7.S' 6.0" 2.0" 4.0" 2'MIN EDGE DISTANCE t14 SMS,114 WOOD SCREW 48 16.0"16.0" 9.S' 9.511116.0"16.0"16.0" 6.0" S.5" 16.0"I1.0"11.5" 3.5" 3.S' 7.0" {�•'„"-�, Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 U CS o OR 314'POWERS TAPPER+ 62 16.0"16.0" 7.0" 6.S• 16.0"14.0"15.0" 4.5" 4.0'" 9.5" 8.0" 7.0" 2.5" 2.5" 4.5' O WITH 1-3 4' MIN THREAD 4' *12 SMS WJ 2'EYEWALI 4$ 36.0"21.01 I0.5'50.5'11.01 16.0"36.0" 6.S' PENETM ON 72 16.0"16.0" S,S' 5.S' 16.0 11.0"x1.5^ 3.5" 3.5 7.0 6.5" 5.5" 2.0" 2.0" 3.5" H ARMOR INSERT W/2'EMBED 62 16.0"26.0" 7.S' T.5" 16.0"I5.5 16.0 5.0^ 4.5" 20.5" 9.0" $.0" 3.0 5.8 L10 10,5"10.0" 3.S' 3.8" 6.0" 6.5" 5.5" 2.0" 2.0" 3.5" 5.0" 4.S' 72 6.5' 6.0" 1,101 1, 12.5 4.0" 3.S' 200 5.0" 4.�5" 2.0" Z.5" 5.0" 4.S" 2.01 2.5 5.0" 4.5" 2.0" 310 11.5"11.5" 4.0" 3.5" 7.0" 7.0" 6.0" 3.5 6.0 S.p" 3.0" 11 200 6.0" 5.0" 3.0" 6.0" 5.0" 3.0 6.0 S•0" S IBM OOPYSONTPiWKLaF11Y.RDOPE ANCHOR NOTES:SEE SHEET ^1 O SO FOR ANCHOR NOTES. 15-233 V SCAL15i - LADE O,[_}ESQI�GN: 93 i lt�t � P 9 MNKLN7T4�'IPo�„= '. ROUND WINDOW " _ . �.,BENf .(.. ;iASSEMBLY !. EDGE OF ACCORDION 12 MIN FROM =4Q. No PE004654 Q. SHUTTER BLADES EDGE OF SHUTTER, EDGE OF ACCORDION - - _ 0.125' T p OR BOTTOM SHUTTER BLADES 0.032" 0.032"-x}°.175' STgTE OF o 0.1.96'T1._ 'IfCORtO?:-'\ e' wm So 5Q fi ' �r�S�ONAt�t t w fao nw- o = 5� Co 0 2.875' 0 HOLE TO RECEIVE ROUND 3.5"MIN Z u. WINDOW ASSEMBLY TYPICAL ZX pfi 02.875'` - 0.188- wtu �"N'wez T' 2.875.0 HOLE(TO RECEIVE ,?(L"Ce�t7 03.250" ROUND WINDOW ASSEMBLY) OX K s W MAXIMUM OF 3 WINDOWS b Q ni A LIGHT-N-VIEW WINDOW PER EVERY OTHER BLADE �,,,J N.T.S. SABIC PLASTICS SLX1431T-UL-94HB - z Z LIGHT-N-VIEW WINDOW J g� ROUND WINDOW in n. ASSEMBLY 13 N.T.S. EXTERIOR ELEV G b - W7 I 12T MIN FROM Fa o _ EDGE OF SHUTTER, EDGE OF ACCORDION g RECTANGULAR 70P OR BOTTOM SHUTTER BlAOES IF =m WINDOW ASSEMBLY BLADE W/ ROUND WINDOW N.T.S. � (} rQ a `,,••SHUTTER BLADES E- 13 .T.S. 2.230"-t EXTERIOR ELEV 0 0 0 j0 " c T— 1.21°" 0 0 0 0 o S 0.145' 0.145" c 3S'MIN 0 0 0 6 TYPICAL O 4 4 foo 1.500-%6.°00" OLE(TO � t RECEIVE RECTANGULAR c WINDOW ASSEMBLY) 1.500•x 6.000-HOLE(TO RECEIVE �^ MAXIMUM OF 3 WINDOWS RECTANGULAR WINDOW ASSEMBLY) ^i .161" PER EVERY OTHER BLADE LL _ o o .093" '024- NGULAR WINDOW oss I� 13 N.T.S. EXTERIOR ELEV y� O.S00• 0.500' a N$ a d 0 d ! 3.5-MTN. RECTANGULAR WINDOW RECTANGULAR WINDOW NOTES: e TYPICAL -`-'7© ASSEMBLY A (EXT.) " 145" 1. THE RECTANGULAR WINDOW SHOWN IN 5/13 IS MADE FROM GE%LID LEXAN WITH o 0.355" 0 0.075'MINIMUM THICKNESS. == 2. FRAME FOR RECTANGULAR WINDOW MAY �' 8 0.145' " i"" BE NYLON 6 OR POLYCARBONATE WITH AA MINIMUM THICKNESS OF 0.161•.ATTACH corAcurtFxu+rt�xuxmrE TO BLADE WITH(6)i4 SS SCREWS OR .35 15 y r e 5' 8a� �( Nom. -2338 q SECTION A-A VAM' !AO!QESRiFi30Nj BLADE W/ RECT. WINDOW /"5—'\ RECTANGULAR WINDOW EXTERIOR ti N.T . _._ „93 N.T.S. EXTERIOR ELEV 01/09/2018-1207pm Inteml V:1Projects\-Master Plan SheetStore\Wlndows-Doors-Shutters\400 Wlnd Charts\_Reference12017 Wlndload Charts References\2017 b FBC WIND CHART.dwg 6Th EDITION FLORIDA BUILDING CODE' (2017) ASCE 7-10 WIND.YELOCITY- 170 MPH MRH__< 60' 'ASD` DESIGN PRESSURES FOR COMPONENTS AND CLADDING EXPOSURE 'C'. BASED ON Kd=D.85 ENCLOSED'STRUCTURE,FLATTERRAIN MRH=MEAN ROOF HEIGHT INTERIOR 70N19 4 PRESSURES 1 EXTERIOR ZONE 5)PRESSURES (SEE BELOW) INSTRUCTIONS FOR'TABLE USE: ISDISIG SIGN PRESSURES(PS -ZONE 4 Mean DESIGN PRESSURES(PSF)-ZDVE 5 4 L IDENTIFYTHE ZONE OFTHE OPENINGOASTIjlT, 'OR(ZONE 4)OR EXTERIOR(ZONES)PER THE •' n'I: •? URE BELOW LEFT OR INFOR' [I0�PROVIDEDT,.i D B�/THERS. Tr(butar Area 5 F _3-`- _'S TI;:r i ,w no Tributar Area 5 Ft �50 y 14 s .'., 1.1. ANY QUESTIONABL OPE ffC4STO BBCONSIDEgED THE MORE CRITICAL(EXTERIOR)ZONE ati„ r, ,w 0 j •,; r , TJr''/20 30 ' 40 Sj� ; 'Iud �' ?Ight 10 20 3D 40 (�IDENTIFYTHE BUILDING M 4 �i(jAVERAo )•.� 1E 6F��T FROM THE LOWEST GROUND ELEVATION.IF 0 -39.3 -38.3 -37. 1 t, 4 P r -50.6 -47.2 =45.2 -43.8 -42.7 MEAN ROOF HEIGHT CANN T E I13 FIt fJ �ls h�q PEAK(HIGHEST)RooF HEIGHT. I's' 11 "� d ��ci; ~C 15 ft 2.1. ALWAYS ROUND UP g0 SEIG Slr TQ1'(JEXALU.8 +36.1 +35.1 +34. „ 3 .8*,.= Ire {•r1;,' +36.1 +35,1 +34.4 t33.8 2. ' VALID FOR ALL ROD,:S�-PES:"FR;$(!OFES�: f4y�SEE AN ENGINEER FOR REDUCTIONS. 3.CALCULATE THE TRIBUTAR AFiEAFOFi�fI�OP YNG IN'QUeSTION AS THE GREATER OF(HEIGHT6 -40.8 -39.8 -39.1 38: x?„ -52.6 49.0 -47.0 -45.5 -44.4 TH)ORTHE SPAN LENGTH(HIIGRT) N?HF EctiVE WIDTH OF 1/3 THE HEIGHT(HEIGHT /3). � 8ft •5 jtq Z.3 +37.5 +36.5 135,7 +35.2 +39 137.5 +36.5 135.7 +35.2 3.1. USE THE AREA BETWEEN 5TRU 0 ' L:6PENINGS ONLY-THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS,COLUMNS,ETC, 6 -41.7 -40,7 -39.9 -39.4. - 8 -50.1 -48.0 -46.5 -45.4 3.2. IFTHETRIBUTAKYAREA OFAN,OPENING CANNOT BE IDENTIFIED,THE SMALLEST 2 +38.3 +37.3 +36,5 +36.0 2D ft +40-2 +38.3 +37.3 +36.5 +36.0 (10 SQUARE FEET)SHALL BE USED. 3.3. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE SMALLER TABLE VALUE.FOR LARGER .7 -43.8 -42.6 -41.9 -41.3 -56.4 -52.6 -50.3 -48.8 '-47.5 TRIBUTARY AREAS THAN•PUBLISHED,USE THE LARGEST PUBLISHED VALUE, 25 ft +42.1 +40.2 t39.1 +38.3 +37.7 25 ft 142.1 t40.Z +39.1 138. READ OFF 3 t37.7 I I�ACCORDANCE WITH CODE. E AND NEGgTIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY S.FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A FACTOR OF 30 ft -47'4 -45.5 -44.3 -43.5 -42.9 30 ft ,-58.6 -54.6 -52.3 -50.7 ,4-9A- 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. , ERAL NOTES:. +43.7 +41.8 +40.6 +39.8 +39.2 +43.7 +41.8 +40.6 '8` •+39'`':2i' r ' S-� # v TABLES ARE TO BE USED IN CONFORMANCE WITH"ALL'OWABLE STRESS DESIGN METHODOLOGY"PER ASCE 7-10 -49.0 -47.0 -45.8 -44.9 -44.3 -60.5 -56,4 -54.0 II s'F2' �• J,i �}SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE CRITERIA AS OUTLINED HEREIN. 35 ft 35 ft L't r 7 „�/2 DESIGN IS BASED.ON THE 3 SECOND GUST WIND VELOCITY +45,2 +43,1 +42.0 +41.1 +40.5 +45.2 +43.1 +42.01ifi7; '4015;,:�,,,,; ( )FORTHE WIND VELOCITY&EXPOSURE SPECIFIED. 'l ORSr CASE'CRI ICAL CONDITIONS SHALL BE ASSUMED FOR SAFE PRESSURE RATINGS. -50.4 -48.3 -47.1 -45.2 -4S.5 -62.2 -58.0 -55.6 FCE: 3.$I� 2I;'�4r/Q?l`I4Y .2.1- ASCE 7-SO RISK CATEGORY Is INDEPENDENT OFTHIS RATING-FIND CATEGORY TO MATCH OR BE LESS 40 ft 40 ft ,tr%rIT•�•� '''T ^n�v/''S�d•.�4 HAN THE RATED LIMITING WIND VELOCITY ABOVE. +46.5 +44.4 +43.1 +42.3 +41-6 +46.5 +44.4 143.1 �I-41 uk;,_[i• ,iJ:i OPOGRAPHIc FACTOR KzL=1.0 FOR FLATTERRAIN USE ONLY.No HiL15 SHALL BE NEARBY AREA. -51.7 -49.5 -48.3 -47.4 -46.7 -63.8 -59.5 -57.0 -55.2 `=53`.'B�J 4.INTERNAL PRESSURE COEFFICIENT(GCpI=+/-0.18)FOR USE WITH AN ENCLOSED STRUCTURE ONLY. 45 ft +47.6 +45-5 +44.2 +43.3 +42.6 45 - +47.G +45.5 +44.2 +43.3 +42-G S HVHZ�ARE VELD DOLLS AND VER71 AL SUR)WITH LOCAL BUILDING DEPARTMENT. • fi,TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. -52.8 -50.6 -49.3 -48.4 -47.7 -65.2 -60.8 -58.3 -56.4 -55.0 7,THIS DOCUMENT IS A MASTER PLAN SHEET,NOTA SITE-SPECIFIC DOCUMENT. 50 ft +48.7 +46.5 +45.2 +443 +43.6 50 ft +48.7 +46.5 +45.2 +44.3 +43.6 8. THIS DOCUMENT IS ONLY VALID WITH AN ORIGINALSIGNATURE&RAISED SEALED OR DIGITALLY SEALED WITH CORRESPONDING LIMITATIONS. 55 ft -53.9 -51.7 -50.3 -49.4 -48.7 55 ft -66.5 -62.1 -59.4 -57.6 -56.1 9.THIS DOCUMENTILLUSTRATE4 ALLOWABLE DESIGN WINO PRESSURES(ASD)AS LISTED.APPLICATION OFTHESE TABLES AND CORRESPONDING WIND VELOCITY,EXPOSURE,&OTHER COEFFICIENTS LISPED HEREIN SHALL BE +49.7 +47-4 +46.1 +45.2 +44.5 +49.7 +47.4 +46.1 +45.2 +44.5 DICTATED AND VERIFIED BYTHE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER.NO WARRANTY FOR APPLICABILITY OFTHE USE OFTHESETA3 is 17 -54.9 -52.6 -51.3 -50. =-49 6r$ ;f�T4j_m ,,, -67.8 -63.2 -60.5 -58.6 -57.2 10. THIS SPECIFICATION DOES NOT OEFER-AN `P,tn�OD�T rp R-{4()-V.EB CERTIFICATION. REFER TO ANY SEPARATELY 60 ft ',j;jBa1a0'•ft SUBMITTED TEST CRITERIA AND OTH npP �aypLS_FO 'O ESI�N;HBt�INSTALLATION INFORMATION AND APPLICABILITY +SD,6 +48.3 +47.0 +46. .+_45' r;1Sy r +50.6 +48.3 +47.0 +46.0 +45.3 OFTHESETABLE VALUES WHICH IS T"7 t VA E-��Ol'FIERS'tI / CCO RDgNCE WITH GOVERNING CODES. 11. ADHERE TO ALL LOCAL IMPACT Rd C-YIO �1��{ ''11�j IVANCES. �� �`•) lL"�{"•I9 - y`F!p} 12. NO CERTIFICATION IS OFFERED O�L-t�I'1 G'd '+lr VVI E HOSTSTRUCTURE. ]3. EXCEPT AS EXPRESSLY PROVIDE L •ER N; D CERTIFICA ONS OR AFFIRMATIONS ARE INTENDED. -_ � F','Iz•,:'�Si1.1 j, A6@�It18 L� Yj'p ',j��^. LEAST HORIZONTAL c ut m In z H d T ri `-: tri INTERIOR ZONE(4-), EXTERIOR N .,'S `Obi'' 'TGHT EXPLAINED m z x O N o _ �.�r DIMENSION m G) o c'C A I�ir c'i z o• a=10%OF LEAST HORIZONTAL DIMENSION OR 40%OF 'N ROOF PEAK ROOF ,z z 3^ Z-t`( O' HEIGHT,WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HEIGHT 5 O �rr o o m--DTD=m•a-r,a.,m x �1 0 HORIZONTAL DIMENSION OR 3FT.USE ZONE S IF AT ALL IN QUESTION. U1 A O Y D 2 D (� C z H [n z 0 (n z zi I--1 D a-n v 070 'n _ CONSULT AN ENGINEER FORA MORE SPECIFIC INTERPRETATION IF: MEANn $ ® In rn p o m z m -I REQUIRE0. - MEAN SAVE HEIGHT �o c)rn a 3 a..A*o n -I 3 ---- dLROOF ROOF \ zna�ZozC6lG�im '- O -{ D I I HEIGHT HEIGHT rn n O�C +ri O n,--, r+.a x (I - r--1 O z �rP„P-toz>'G)zz m � QD Q 5 0 �moTo`oFap� T7 C Z Cn.. 5 5 \ 4 <z P z�^ c o p Ln 5 ® 5 ® mo ® r8 PLAN VIEW G�Z r���o>��Cm o x mm 0 ITT �� COMPLEX °� r' m-4 Z In -n z ELEVATION ay a ISOMETRIC CORNERS 5 O �°rP �' e n Or B REMARKS DRWN CHKD DATE C:) K INITISSUE OBS TSB 08105/12 6TH EDITION FLORIDA BUILDING CODE ENGINEERING 0> CD m m 3 REV.-ADJUSTED HEIGHTS GSS TSB 04/09/12 7 O z°„ 1 REV 2014 F8C DGM TSB 00/10116 L EXPRE'�SS° µ �A z - mr Cn Ln 2 UPDATES,2017 FBG FLB FLB 12/17 ASCE 7-10, CHAPTER 30 �eAroan7eoFra=�, �i z 'Co)" --pl Cn z 160 SW 12th AVENUE, SUITE 106 m D `°z • z� DESIGN LOADS FOR COMPONENTS &CLADDING DEERFIELD BEACH, FL 33442 8 \ D u, MASTER PLAN SHEET s A I cZi THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, P.(954)354-0660 F:(954)354-0443 Q I O N O .P Q AND SHALL NOT BE REPRODUCED IN WHOLE OR PARTWITHOUT CERT OF AUTH IISB85 pzp 33 Q O . d W WRITTEN CONSENT OF ENGINEERING EXPRESS,ALTERATIONS, ASCE 7... 0 E:HELLO@ENGINEERINGE(PRESS.COM y1 z ADDITIONS,OR OTHER MARKINGS TO THIS DOCUMENTARE NOT a PERMITTED AND INVALIDATE OUR CERTIFICATION. 0 ENGINEERINGEXPRESS.COM S{ CO