Loading...
HomeMy WebLinkAboutProduct Approval IP � + 5 tt x4.• 1 tt f4�. -t I w+ {} i �j � Adi t,Y 5 "•••' rry SCIS Home Log In User Registration `. Hot Topics j Submit Surcharge 'Stats&Fads Publications FSC Staff :8CIS Site Map - Unks Search j Bus�nes�t Vproduct Approval Profess! al 0,USER:Public User Product Anar_oval Menu>ProdVSl..+zr_$FP9S 1? r. >A2P4 kkgn_Q51>Application Detail Q Application Type Rev RS Revision P Code Version 2010 Application Status Approved Comments Archlved Product Manufacturer Folding Shutter Corporation Address/Phone/Email 7089 Hemstreet Place West Palm Beach, FL 33413 (561) 683-4811 gary@foldingshutters.com Authorized Signature Frank Bennardo frank@engexp.com Technical Representative Address/Phone/Email Quality Assurance Representative Ed Heritage Address/Phone/Email 7089 Hemstreet Place West Palm Beach,"FL 33413 (561)209-7675 edh@foldingshutters.com Category Shutters Subcategory Accordion Compliance Method Evaluation Report.from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who Frank L.Bennardo, P.E. developed the Evaluation Report Florida License PE-0046549 Quality Assurance Entity PFS Corporation Quality Assurance Contract Expiration Date 12/31/2015 Validated By Sorge A. Pomerantz,P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL6410 R5 COI Cert Indeo.odf Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgs7kTE8Wajj2szs... 3/8/2012 riorlu4 I3ulluitir, e.vuc viiliuv Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/15/2011 Date Validated 12/16/2011 Date Pending FBC Approval 12/26/2011 Date Approved 01/31/2012 Summary of Products 7DesignPressure: Model,Number or Name_ Description itan II Folding Shutter Accordion Shutter i I f Use Installation Instructions ied for use in HVHZ:Yes FL6410 R5 II Dwg.pdf ed for use outside HVHZ:Yes Verified By: Frank L. Bennardo, P.E. PE0046549 t Resistant:Yes Created by Independent Third Party: Yes Pressure: N/A Evaluation Reports See engineering drawings for design limitations FL6410 R5 AE Eval R�pdle spans, mounting conditions, anchor options, Created by Independent Third Party:Yes Back Next Contact Us::1940 North Monroe St et Tallahassee FL 32399 Phone,850-487-1824 The state of Florida Is an AA/EEO employer.copyright 2007-2010 State of Florida ::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,e-mail 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 regarding DBPR's ADA web accessibility,please contact our Web Master at webmasterRdbpr state.fl u�. Product Approval Accepts: cecvriN•,n Hair• Trusion rrcsrti� vice'rrr http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs7kTE8 W aj j2szs... 3/8/2012 < 1• t. TITAN II FOLDING SHUTTER GENERAL MUTES: SLAT SPAN SCHEDULE `; 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED AS A LARGE MISSILE IMPACT PROTECfiVE SYSTEM IN ACCORDANCE WIND I WXWMMTSPANS WITH THE REQUIREMENTS OF THE 2010 FLORIDA BUILDING - PRE9SVRE PDWW NEGASNE REACTION CODE FOR USE WITHIN AND OUTSIOET14E HIGH VELOCITY {iF) PRESSURE PRESSURE BoTmm HURRICANE ZONE CwHr),PELTAS 201,20Z,d 203 WIDTH UNLIMITED 30 pet 1410' 144.0- learom PROTOCOLS.2. N -1!346 INCREASE IN ALLOWABLE STRESS HAS BEEN nor ear 881011 b USED iN THE DESIGN OF THIS PRODUCT. WIND SHAD DURATION 33 pal taor imAr l44IVR � m Ilk FACTOR Cd-1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. 1440' 144.1* ztofiat .Z n 1p 3. POSITIVE AND NEGATIVE DESIGN PRESSURES TOP MOUNT 'MOUMEING 60.1* ear 100 bat �() CALCULATED FOR USE WITH THIS SYSTEM SHALL BE AS.REQ'D SECTIONS 4epal 144.0• 144.0- 18748 DETERMINED BY OTHERS ON A 3OB-SPECIFIC BASIS IN 1p.r 144.0 140 ToJR ACCORDANCE WITH THE GOVERNING CODE SDE-SPECIFIC 10.1* ear Hebat PRE55URE REQUIREMt3tT5 A5 DETERMFNED IH AOODRDANCE - 41 pat 970 87.0, 1e?N t .Wi o+ WITH ASCE 7-10 AND CHAPTER 1609 OFTHE 2010 FLORIDA 136.1' 144.0- 276tH e BUILDING CODE SHALL BE LESS THAN OR.EQUALTO THE 64.1* for 125 WR POSITIVE ORHEGATIVEDESIGN PRE55UR8uPAtrtiYVALUES mo, for lam LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. MORIZ� So pal to4.r 100.0- 240-444 4. DESIGN PRESSURES NOTED HUSH ARE BASED ON SECT. 1200 120.0" 250%M MA70MOM ms, PRESSURES DrAVED 8Y A 1.S SAFETY ( 13ex 1 144.0' 300INR Tse bat O S FACS.TOR. E SYSTEM DETAILED HEREIN IS GENERIC AND DOTS eo.1* 64.1* x Nor PROV1DEINFORMATION FOR ASPECCMCSITE.'IFSITE a/.0` 91.0` lama u � it CONDITIONS DEVIATE FROM THE CONDITIONS DETAILED sp120.0' 120.0'at 100.01 120.07 2n on220t61R HEREIN,A LICENSED ENGINEER OR REdSMMARCHITECT SHALL PREPARE SITE SPOMPICOOCUMENTS TO BE USED IN 133.0' 1144.0' 3300-8 !!SS CONAINCTION WITH not>flCUMENF. �, 64.1* 600d 6. TNEADEWPACYOPTHEEXISTIN65TRucnREro �4�psT� 100.0' 1c4.r ,7 adlt� y } WITHSTAND SUPERIe1P05�LOADS IS OUTSIDETHE SCOPE OF 130.1• 138.4• '1-6664ffx THIS CERTIFICATION AND SMALL BE VERIFIED BY OTHERS. 66.0' "Jr IWINR 7. ALL COMPONENTS SHALL CONFORM TOTHEM RESPECTIVEI �� nw Gtr 246 MR N SPECIFICATIONS AS NOTED HEREIN. 1000 140.0' 271 Im[ 0. ALL EXTRUSIONSSHALL BESM-46ALUMINUM ALLOY, 127.0' I 133.r 360448 UNLESS NOTED OTHERWISE 00.1* eo.r 1761e1 9, ALL POLYCARBONATEMATUMMSFORUSE_WITHI S 7o pa! Roar ta4.P 292INR M ; SYSTEM SHALL BE-MANUFACTURED FROM 100%SYNTHETIC ' THERMOPLASTIC POLYMER RESIN(UV STATiIl=)AND for 121E 374b61 DEMONSTRATE COMPLIANCE WITH SECTION 2612 OF THE it asr 0-6,0' 11Tbat p BUILDING CODE SPECIFIED ABOVE. 1 • 70-PA 100.1* 104.0' 3131YR 0 idt 10.SHUTTERS SMALL BE PERMANENTLY LABECEDVM A 111.1` 1210' 3"&R LL MINIMUM OF ONE LABEL PER ASSEMSLYCONEAINIHG THE few .01 11tv 400 hK 90pst 119.01 113.0' 424 bat FOLLOWING: FOLDING SHUTTER CORPORATION t00p11 twx 141.0' 4p41R WEST PALM BEACH^ MOUNT ttepet 102.r loin 449WR Ra TAS 201,202 a 203 AS RtgD 2D W lar Ger 4m w R a FLORIDA PRODUCT APPROVAL•NUMBER 13op/ 80.7 Box 483bft 11.THIS SHUTTER SYSTEM HAS BEEl7N VESIGNED AND:TESTED 14DPSt .8tr e2.p' 1 48420 TO THE MAXIMUM SPANS AND OORRESPONDING10AnSS.SHOWN tea 71:r 770` 48348 d a HEREIN. : . . •1• TYPICAL ELEVATION Ei 114pet 72.0' nr 463OR 12.TOP d BOTTOM DETAILS SHOWN.MAYME VVSVMAN®D 170 pet NZ eex 413 NR d d 41 d d AS FIELD CONDITIONS DICTATE WMEaE IC TM AS SUCH. -1 N.T.S. EXTER EPI 11ope7 eke e4.r 4836R 13.ALL BOLTS,NUTS,B:WJSNERS SHALL BE ZLNCflDATFb 190 81.1` 61.1* 484 b t STEEL,GALVANIZED STEEL,STAINLESS STEEL.OR.ALSI Rtm 144pK ear 68.0' 453MALLOY 2024-T4 OR 7075 TS.TEIISWVSHEET$EVkL SGREWS . SMALL BE SAE GR 2 MINIMUM OR'EQUIWAL EI TI: 14•STEEL SURFACES ToBOVLACEDISOONVACTWITH SLAT SPAN SCHEDULE NOTES: ALUMINUM SHALL BE GIVEN On tOATAFMC.ti!ROMATE PRIMER OR SHALL BE GALVANIZED. 1. SPANS SHOWN IN StATSPAN SCNIOME ARE MATOMt1M 6481666 s0- . ALLOWABLE SPANS AT EACH RESPECTIVE POSITIVE AND S i-FSC-0002 NEGATIVE DEIGN PRESSURE MINIMUM OF POSITIVE OR . NEGATIVE ALLOWABLE SPANS SHALL GOVERN DESIGN. 02 2. THIS SCHEDULE MAYBE USED FOR ALLMOUNTING CONDITIONS LISTED HEREIN. 3. USE'REACTION AT TOP B BOTTOM"TO DETERMINE ANCHOR SPACING FOR APPROPRIATE MOUNTING CONDITIONS v0- x PER.CONNECTION CAPAC17YSCHEDULES. 4. DESIGNATES CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE. S r, f►AtlK L 6E"FR00,►R. 1.904'--� {- -2941' ; r'• •+ 4365 2.725 0.697' y OA62' 3.634. 2. 0.125 0.699' ;2;,i� •+' S�'i�� Al 1.588• 0.062"TYP. 0.045"TYP 0. TYP R0.354' 0.688 n 41{•` 80.042' 80.123" 80.123' .�+ d _j, $. 80.074' 0.062•TYP 0.625 ^•-� W __ RUM, OUTSIDE INSIDE SLATi '�L=END1 _ FLAT END CENTERPIECE ,CENTERPIECE � • 1' 6063.76 ALUM 6OWTS ASUM 3 NTS 606375 AU 4 N.TS. 646376 ALUM - 6063-T6 M Z N� .Oak t 3.715 3.TS5' 2 0. .fi57' �+ 609' a 0.062' 2.014' .n 0.609' 2.725 O• "7 C o a 2.074. 12`---� . )}-1.429' a «� T" 0.090";7L 'i"' QLu }-1.26" ei .490•TYP 'o z 0.100'TYP 0.06r. U n .: #--2.264'-f I _..L 1-40.600• .4� j t0 Fri I a ALTERNATE --- ---�- sOTTC)M : 6 WALL HEADER � WALL HEADER w CEILING HEADER/ -SILL TRA N N.TS. 606379 MUM VJN.75. 6063-TS MUM At17M Z i � }-(0.500• Cl Q 'f 0.250 ' r o.o9r -�--- 0.093• -�-u.oso' � �._----._._s.000"---, a� -�_ � I 1 0.062• 2 X 2 X Ue• 0.093' O.OTO't Tm & 2 X 4 X 1B' 11 2x5X1/6" 4.:4' ..4.446'-----� LOPt70NAt. L �I e OT'CO.M ALT. BOTTOM t3TTOM -- BUILD-OUT 0676't-}N4rf°sTROcic"ra�GALj CRACK ADAPTE it TRACK ADAPTER i2 IN'GUARD. ANGLES ld 14 RAIN HOOD 606+-T6 N.TS. 60637 13 SAWM N. ALIM N.T.S. 6063-T6AUN N.T.S. 6DWTSAWM Le1Mlm►s 21-FSC-0002 02 _ E)OSTINGHtIS7 1 :` r.0 teetnuibo:re CONN M 014 ANCHOR SPACINGSE F0t ]/4•X 314'TEKS OR ' SGiEBU[E'1i7R3{STAGC>'EkEU SEE STRUCTURE CONN TYPE C4: STAGGE RM ANCHaaaa SPACING E)ET'AiL) CONN TYPl C2. —Ed EXISt ANCHOR SPACING PER 1/4•X 3/4'SOLTS W/ {AZ.. . 7AV �4T60 TORN ANCHOR S,,C_dl EG--f—t4 MOST roars AwASHB6 Q C ,• a p� Lg� Me ALUM POP STRUCTURESCHEDULE 2 OR 3 O.0 BOILER HOUSING .f3L;i.CTI[IX1LE 2 OR-3 RrV ALUM POP RIVETS Of 2i•O.C. - RIVEH5(0 24.O.G I %3X118' T CPTIONAI RAIN HOOD OPTIONAL MIN HOODX 4X 1/8• )Le'ALUM POA Y r.y_ _J((NOWSTRUCTURAL) NYLON RCXLER OPTIONAL RAIN X 5%ij8' ittTEETS t0 24'!,tkG 4 1� :. 1�=' -_>==_�_= HilMANCRE t0 E9 t -n =fi —---�- OMONAL IN HOOD•.• �qz' �'yI'� _ f{N° cttm o,r 4 560 DIA tl _ N-STAU t *fit. `NYLON BUSHING r �a_n- E 0.431 500 DIA 0.431 E C3: _V Z " MAX NYLON BUSHINHG MAX PACING PE3t t , Z 7/]ti ( ) 2 OR 3 � O K 0.431STAINLESS STEQ. Q G MAY TURN MAX I W •' EXISTING a OPROHiAL GUARLD) NOfEt HEADER APND SILL DETAIL CAN [0.437r' MOST STRUCTURE yWN NON r Z BE tiSLO IN ANY COMBINATIONS MAX „t 3 16•ALUM lI 2 X 3 X 1/8• 7/16- 16*P�v p I! 6.437• i z s%1/8' tai 4.437" 2 SID I) MAX I ALUM ANGHB NAX TDP LIP OF PAWAID 3116'ALUM I CONN TM CS: jtfAY THE t�11.TNG /�+� 1 1 pOP RIVETS a ANCHOR SPACING „rpD m � VLOCATIONIASD•D.C. I OPER 35txt3aUtE 2 O RAJ �M COMM IY'LCt:; FFASTE a p a z I it ANCKCR'SPACING CONN rnl a: �Ea E9� pN FASTENERS TO td - ul CONN TY►E •ANCHOR SPACING P8T ALT.RM LOCATION: PER SC1EPOI .D 2 OW3 5T 3 OR SP EIETAtI.)ERED3 6 O itl 6 I --'--�.�--- PER SCHEDULANCHOR E 2 OR 7 �ADTUHXSTq/ /��Wf SiA51HCE6' 0.S. 37/1f+ BtITH EO 15 WNUHS d S/�• _ WALL FACE sTnociu E rA Eq MIN. - WASHER64'O.C. s MOUNTING SECTION --- H ST BUILD OUT 4 & 9 MOUNTING SECTION Z 6•-VO• VERTSUCTION TRAPPED STRUCTURE 5"•1•-D• vmrswnON i Z MOUNTING SECTION � � VERT SECTION 1'x4"X0.125'6063 T6 U" !Z5//f// ALUMINUM TUBE 4 O (NONLSTRULM) //� (3)1141 LAG SCREWS W/2•MIN. THREAD PENETRATION AND 3/4•MIN. r @ EDGE DISTANCE PER STUD HHsGG EXISTING ISTING WOOD STUDS :+ e 3116'AUM II 01 (2)ANCHORS AT ENDS (G=O.SS MIN.)SPACED AT -1 e POP RfltE7s !I j..43r 24•O.C.MAX. ORAd�7/3GSTiD� Z d d LO"O.0D7I55TAB SpRpt� BORN SID1R II ANCHOR SPACING DETAS6 S 0 0 0 ___ FASTE3/16•AWM POP RIVETS 2X3%1/8' STRUMO10.Oc_BOTH SITES - 2X4X1/B' 2XSX1f0•CO E C6:ANCHORA( {�t3?2 0 a a I N ( STAGGERED AHCFIGR¢ SPACING DETAW ANGHOR SPACING MALAC . Eq— ts1T�RTIHwtt�r2, �STNRVGNIRROE.BEtWEEtA ws, CMDGHEADER 11-FSC-MZ TUB LLIIFAS�EN6t52 4• agAITM& a'�o.�i °wl�e� a14• Ow/4 % of tH5]NG ADIUbTA&I STHI H!WASHER Q 6•D.C. ALT TRACK ADAPTER STAGGERED ANCHOR MOUNT TO WOOD STUDS s 4 MOUNTING SECTION s SPACING DETAIL s MOUNTING SECTION Z Ti-1'-0 vmI SOMO14 '3 6•-1'O• 3 6'•i'-0' !—VERT SECHION s MMMAOAit I MWWMt 1IMIYM/M M s; OTMV/1VAO7aunIM ONIMCLV15YOOIOH r fVs • ;' MCC'1X3' WA MM UM ufmmwnw n MYNA. ''y�Nq•►SE(1561�O�PISSGS61O1 -�.� . 71S�N: AV 4 zT MI"ifINipffi 08T rS1�'NYR'YI/�YNTIIJI!a'�M __,. !fl ilYY1N31tl�FtOWOt '�, +slot IL dum-sl i nNS ONIGIO.4iIji t 5' LLL V LLL SLZ 3� LLL LLL !� 11.0 -1 C �$S =a(yyS i ooil w, -A W.E S e Col K� 1�Y i 7fVW a 3 pp AL g < VifiG Q L yK� KpK ppQ 1 y� QyFF n�j2� ��K �SC3 to i C4i +RYF�O IL {7 y F g g F rt- Q e i = a�iFif 5 N '0 � .dap` o41 EF pax ..p�+SzyF2 f}�� < y�'y y P o 7 7 3 3 77 I �y��O �O +�m t5�(9�VZ •i �ii y dc� zk'Sa = Mayy� �s�� 7 �a 17 ILI cls E33EIk9xis�"EagE =Jill I Offiffliffil �$kEE �6�eEa�s�� sagt;�ss a 11 1111m immillik I 11111i MR,, 61 Q � ma 138R� ca�E����g�s ¢ waNORREEEEEOMI 481 O $ ffii� :,E�x�E�EEPs�#IE�ESz � aE vQi 00.tii0M0.00Isz <`� = a TQ4Sxw itY57IY ii vet te WE v "uuj FS <U) W is -ego -qzCL �€ FNQN i ) ORM� Qx iv vMo P3 ��43 >a9�V6 WiQ02ooP]811tYt4 sawt�agpio.a({ttRl tilt N+V A tad Von Wi"-tt Mal t ,r"..i 0.060• .:.�• �. 3/16'ALUM w POLYCARBONATE Z-CUP A POP RIVETS < EACH SLOE QP WINDOW Y - Q10'O.0 , BG7H SID!'s < 3116'ALUM ioR oma' SOTH5I0 POLYCARBONATE H r SNAP-M END CLIP fz1ry14WW! q } EQ. EQ. 461A7c I:x ¢ • a www 2z3x1/B• o e 2x5xlm�/B' —r MO/ < ALUM.ANGLES9- 01 i Ll x I .� I/4'TMRU BOLT W/ •--+- WASHER a NUT p 7 O.C. 4•Tµ0.0 BOLT 3 x S x IJe' AMR WASHER d NItT T 10"O.C. OR LARGER a TYPE EACH SIDE STI EXAM AGGERED. OR�U� POLYYCAR NATE O SEE STANDARD OOUNTER TOP (3'LEG AT WALL) f W{N VIEWING WINDOW OF CONDITION WAL�I..NNKRON 5P 71ZMINIMLI�MM24 APS WINDOWS U tl NOTE:ANCHOR EDGE DISTANCES TO CONCRETE AND MAY 8E LOCATED E1tERY{10)SU4T5.S££ 99 19 3R BLOCK PER OONN CAPACITY SO4ED NOTE!3 GENERAL Nd1E r14 fOR POLYCARBONATE NOTES. ujg :r STANDARD COUNTER-TOPALT COUNTER-TOP OPTIONAL t-lIN MOUNTING SECTION z MOUNTING SECTION tlSLAT WINDOW DETAIL s 6'=1'-0' VERT SECTION S 6'•3'-0• VERT SECTION Jr 6"•1'-6• VERT SECTION M/I�}}�E{LL INTS LIDS CMOpRyS{WV 7f G" U) j M NI 1MUPC[� AND��MUM EDGE C7J - E1g MIN 294 EXISTING WOOD TRUSSES ATDISTANCE•O1CA 3t STEM TAPCONS Z 24"O.C.MAX(B.G.t 0.51),OR 16 WITH 1-3 �����44 p�1EDpI� TUBE SCHEDULE 3: GAUGE METAL STUDS AT 24.O.C.MAX. BLyOgC 2•M[RNIMUti SPACE G A7lB�SZK2p _INIMMUM NUM� g (3)R14 SM5 WITH 2•MIN.PENETRATION AT EACHL EXISTING WO ED IT N,ISM M SP G,,ASND 3(4'MINIMUM UB 6 R AILOwA TUBE NUMSCREWS 01ANCHORSPER U, Q $ WOOD RAFTER,OR(3)*14 TEKS AT EACH 16 HOST EDG T 43 GAUGE METAL STUD, UCNIRE 1/4"X 3/4TTEK5.pUANTITY TOP 'BaTYOM TOP BOr1aM tOP BtmoM 1/4•PLYWOOD Pmt SPAR UBE StNEOULE TUBE TUBE TIME TUBE TUGE TUBE r r ([81 6063-T6 ALUMINUM ANGLE PER �" 10B.B' tlS7• 2 2 . 7 7 3• E105TING SOFFIT S�CHMEOULLI SIZESPER SPAN TUBE n4" or BBA• Ike 3 3 x f 7tOAM. S 144' 7G.l TA7 3 3 11 11 30• 131.4• 143.5 1 3 3 .1 4 aR 14TEKS EMD AN SGN QIEDULE or 1tIA, 111'r 3 3 11 1t 0 6.Ox.SPACING X�I�t 1/4 X 314•TEtCS ORI 144• "r M.rt 4 4 µ µ 714 ti0LT5 W/NUTS k ev if—sr. 138.2• 2 3 6 B 2'x4'xl/B"ALUM ANGLE AS NOTED WASHER 0610. BB' VLr 109.1F 3 3 to to 2'x7x1/0'ALUM ANGLE, AV r 144• R.1• 97.3• 4 4 12 13 1/4`x4•ALUM BAR,i'x4M/G• eo12B.rrw ALUM TUBE,OR 7/$-x4-"/B' [,Elm `"`�""j` "As" OB' t l: 1M1' 3 4 11EXTRUDED ALUMINUM TUBE "1 r w� i' 1M3U•TO SPAN TRUSSES 4 SUPPORT O SPAT/TUBE B3d1EDINSTRAtSG.AtYGT.E SHOWNT x AXIMLIM ANGLES.ANGLES MAY BE In'OR 114"THICK OTHER MEMBERS SPECIFIED b L, °1 / 6063T6AWMINUM.ARE INSTALIIDATHE SAME. `.oi a' 0 1 ANCHORS MAY BE INSTALLED z a 2. 'NUMBLat OF ANCHORS P9t 13M7INDIGITES NIMBE0.OF TOTAL ANCTIORS 1N THE ANGLE 00l11wR1xxKt.tB414m►Ai IN MULTIPIP ROWS AS m AND TUBE END.ANCHORS MAYBE INSTALLED IN MULTIPLE ROWS AS NECESSARY IN THE NECESSARY.SEE SPAN TL18E l A LFi ANGLE PROVOW THATTHE MINIMUM ANCHOR SPACD1G INDWA7ED IS MAINTAINED. 1L-m-M2 SCHEDULE NOTE f2 b` TUBE END SHALLNAVE A MINIMUM OF[2]ANCHORS. OZ MAX DESIGN LOAD=3:72.PSF N b`j 3• TOP B BOTTOM BEAMS MAY Be USED)T.6GETHER OR IN COM6INATSON WETH OTHER CONNECTION DETAILS.WHERE USED TOGMER,BEAM MUST BE[IMLTED TO TOP BEAM HEADER TO TRUSS SPANS. _ 4. SPAN TUBES MAY BEUSED IN AMID-SPAN CONDIttON WITH SHUTTERS SPANNING .2 4 MOUNTING SECTION - S SPAN TUBE MOUNT AGDVEAND WITH THE SHUTTER T3HA1aTHEBPAM.Mro-sPANTUBEssHALLBELIMITT�roTDPBEAMSPANs, Qs BSPAN TAKER AS THE SUM OF THE SPANS ABOVE AND SELOW THE S.-V-01 VERTSECTION 5 6".1'-0' VERT SECTIONA. SV5. LAP BEAMS ARE NOT ALLOWED. 6. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. S a Njr�J. RAI "I"6UUS35EPARAT1Ofi GLA53SU1. MAT20N MOM ANCHORS (REQRED ONLY IN UIRED ONLY IN HVHZ. ASTM WIND ZONE 4,AND ESARATION�S'!"LFACILITIES.r . A,B,C,ORD ASTM WIND ZONE 4. 2.FOR USE OUTSIDE MM ASTM WIND ZONE 4 �<l S&'O.C. Ed AND ESSENTIAL FAauTIESI AND ESSENTIAL FACILITIES,PRODUCTHAS BEEN SLAT SPAM 5 96.5": 2.25` DESIGNED AS A HOWPOROUS SYS'T84&HOST SUIT SPAN 5 144", 3.25' STRUCTURE MAY DE DESIGNED AS ENCLOSED. I X ix 1/16,OR 1/4'X 3/4"TEKS OR ANCHORS o .t' 1 X 2 X 1/16' [GLASS 3Kg'POP RIVETS A,B,C OR D !'y AWMANGLE @;IB'O.0 pIB'O.G � ""1, 2 3 LM O&M - m 4 OROS 6.026'MAX D. © T GE#• + CONDITIONS AS 311V POP RIVETS a 183/4'TEK^r VARIES $ 0 OPTION U RACE OR 1 POP RIVETS OTRAPPED 3 ANGLE OUTSIDE OR a. X 3/4`TE1CS WALL f ITT END CONDITION OF FIAT END p 16.O.G Ua4d CONDITION I•�'� 4 OR S TRAPPED T�-cw E) END CONDITION W[tiT �etD wO ' END CONDITION `` (2)318'0 PLASMnCTHUM9 SOUAR ATI pR DD35 WITH SLAT DIRECTION SHOWN MAY BE MIRRORED SCREWS 30"APART Q MIDSpAN �CEADER d SIU�..�G TO OPPOSITE DIRECTION(FOR INSTALLATIONS (THUJMB SCREW MAY BE MAY VARY. WITHIN THE HVHZ,ASTM WIND ZONE 4,AND INSTALLED INSIDE OR OUTSIDE) Of?IO tORICAL LOCK END PIECES ttIIAAYy BgT£�I NT ESSENTIAL FACILITIES,MINIMUM GLASS Q" MAY BE'HAT HORIZONTAL SECTION INTERI�ETON MUST SEPARATIONMIISTBEMATNraiNEO). pc S END'OR !10 X 3/4TEM 8 ED IN GONXJCTION WITS Q Y-£ETD• OR3'is'POP RIVEiS ( 6'<1`-0• HORIZ SLT:TION TH SCREWS. •12.O.G ��� *IOW,'TEK SCREWS * " END B PIECES SCREWS 30!APART O MIMAN CENTERS @ 12.0 G SLI Fri ATTACHED TO ONE MAY BE'MAT (THMAY (5+ END"DR INgTAt,V INSIDE OR U TID WS 3/0"0 PT 0 M THUMB .L-END. SCREWS 30`APART EB MAY !i4 �4R 3J�6' {THUMB SCHEN MAY 8E SB M TO= INSTALLED INSIDE OR OUTSIDE) mil 8 TUBE. � ,GOtoRsTA ye,c OR in 4 I 2'at2 1 �SIRTUCTtJRETTEE 4 ORQ NOTE.-FORINSTALIATIONSNS 9 • P`' 'S z^iS1 rfi{ rq D�F�DR�ATOT5AT� ONLY(1)THUMBSCWITH SHUTTER REW 25 r J� ~ # S£ 2 CORNER POST �ANG16R LE (CONMUOUS) REQUIRED AT THE SHITTER 4 OR05 MIOSPAN,TYPICAL FORAUL (2 61 1'-O—+ HORIZ SCLT !14 x 3�y/N4•N�IM,?44�•/X�314" DETAILS SHOWN HERE. 25c2'A1(`6063-T6 L _ 25�22'Sc 1J6'TUBE pOP�AlVETS m 118" 4 ORD CONTINUO(IS MMS ALTERNATE WALL 3-75 TEND LOCK ANGLE ALTERNATE LOCKING SLAT MOIJNTwmmmw 6 6'-1'-0• HORIZ SECTION a CORNER LOCKING DETAIL 6"a 1'-0• HORIZ SECTION NO ANCHORS t2�3 L6 POP t� RT � a (2)014 x 314"TE16 OR A 2'Sd• A 4"Now? O ""AN�C.LE FO�� civil;B k . ANGLE 3116-POPRIVETS PERXO.125* 3/1 POP RIVEIS,FAQT LEG STRUCTURE DE7A8 313 ALUMINUM $E INUSMT�t MAY ANGLE Of 2'a2•AN BVILA-0UT .U, (2)2J4"0 TAPCONS NO ORS MOUNT PER !4 x 3 4'TBLR OUTSIDE) S OR ..{� (ANCHOR TYPE ATO R R® M F I 3 16' RIVETS O R CONC)PERANGLE DETAIL 3/3 AWA ODMS II TUSIF4?R7&ATpHO"RSM, x STR CTURE SHO $ II O.G T4.OTUBI•N0 ; 4°ROS x x TOPENING I( 2/2"MIN, s��utCNRE TYPE �lwtsnn�tnaorc TYP. 2"uTY1f�8r•6063-TS TUBE 1-0/2•x 2•x 1/6•MIN NO EIUD R I r POSwop �TgAI (mNrnvuDus) 11-FSC-0002z ALUM ANGLMOR 70PA SILL AND BOTH 2'k2`A0.12S ATT. �}� eIITTONORTOCW�AI EXTE1110RELEVATSUH4 SIDES AtUMINUMANGLE STRUCTURE PER _ CORNER POS � SHUTTER PIAN YIETM A-A ANCHOR SCHEDULE ATTACHMENT s OPTIONAL SIDE ANGLE END LOCKANGLE 6 V,Q 1'-0' ISOMETRIC N.TS. ( 6".1'-O• HORIZ SECTION Fil S