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HomeMy WebLinkAboutProduct Approval �\&s,'SUMMIT DESIGN & FORENSICS, INC. March 25,'2020 RE: 7003 Arthur's Road Fort Pierce, Florida 34951 Attention: Reviewer, The homeowner will be replacing the front door in its existing opening. See the attached Florida Product approval number for the door. The following parameters have been used to calculate the design wind pressures. Wind speed: 160 mph Exposure : B Risk category: II Internal pressure coefficients: +/-0.18 Mean roof height: less than 15 feet Based on the above, the calculated design wind pressure (allowable) is+26.4 psf and -28.0 psf. The product design wind pressure is +/-47 psf. If you should have any questions, please call me at 772-285-0572. Respectfully Submitted, Brian J. Maskol, P.E. Summit Design &Forensics, Inc. State of Florida License No. 66080 aDT"IIIlRi w cuss IxGTAUAnDH xarEG. Trinity Glass International _ GNEmIN= nGN�DNGRIGRED�RED<TEAa.NGH°R GLAZED FIBERGLASS DOOR \DunoN SHowx o� .� _ 2. —EIRO"nG:LL"°NANCHORSDENCDI—E —OT NON-IMPACT INSWiNG/OUTSWING w WNUNBERDFANCnOP STOBEUSEDFORF w Hj8 wS7ALLAnON OF THE NA%IuuN 5D£11Sr61 yy '-�� - _ _ m, Elie T OG z1R WCH -E WYMOUr CaNEIDERAnON�TOtEAAnCESI c l; O TOLEAAHCES ARENOTCUNUTAn.FRC4 WEINSTALLATON GFNERK NOTES: W2¢ mw . ANCHOR TO ME N—. m =<m MEPROOUCTEHOWN MERDn15 DESIGN°a ANO TABLE OF CONTENTS S,NN AS ROuiREO AT ETCH INsiAWnON ANCXOR\MMEOAO t 4M'UFACNREOTO COM0.Y KIM ME CURPEMROWDA BEARwe srRNlst uuouuN AumvAsueswu sTAolTo eEw BUROINGCOO Inc).IN-1-1--S— SHEET# DESCRIPTION t x WCB SMW NNEPE SPACE OF NENCN OR GRFATER06UR5. NALVATED ACCORDING iD THEGOLLOvdxG: 1 General notes - SMMIs,sHALL OE CONSrRVCTEU OF HYH DENSITY 0.AGTC OR TAS]O]W `.+ iVn eETTER. ASTU E�.,.. 2 T plcal elevations,deli n pressures S. M - xSTAUATION IN'OlItvAOD FRAUInOVSEEi-0a 3 Tpip elevations,deli npressures �¢ RD„GH FR.M ao scaEws of sumtlENrreacM TO AcnIEVE+ —IAA Dx 4 Typical elevations,design pressures I?MIMNUN EF°IEONENi MO WOOD SUeSTMTE NW:NUN EDGE 5 T ptoal elevations,design E,eS'ull esl npressures C:STANCEOF IK•EHALL BE NA•MAINE¢ 2 ADEQUACY OF MEEnSnN'G FIR—NG I—NGAS —CR RESIST.nRY AnD ZK FRuxnc A4AUAINwNO 6 Door anal construction details '' US RTAFOO FOR ELCo<ia�:H°.cWDru-�e�ilw�RY --FEE—.cN,GP-E.—rrsooucrEO E o.l�NG 7 Door panel constructlon details 11iCO'S.-S FRGENT —T—1111-1...N1NUN FOUnOAnON IS MERESPOHBIBIUrY OFTNE ENGINEEROR 6 Door panel construction details Z ENBFOMFT.T INTO CONCRETENASGNRY. AROYTECT OF RECORD FOR TIE—ECT OF NSTALLATON 9 Sidelite panel construction details u9EaNENr ANDEOGE asrANCEEK,•T.uoE wAu AND Rx auaslvmEH ussDr sHA:_eE OESIw+EO AHo o s_)NUUDWG BUTNOr-13 TO S,UccO.FORK ORICK TANCNOREDTO PROPERLYIRANSFERALLLOADSTOME 10 Sidelite anal wnswction details H �iE`+E _o Sio_ S .1L eUCKOE9GN dDINSTAJJSON IS ME 11 Sidelite anal construction details REEPOIRSI.—OF ME ENGNEER OR—RE.OF ? 0 In ALLATION,WCnORS AND Ass00AlE0 nAROWAPE Mu ST. RECORDFORMEPRO,ECTOFNST—n- 12 Horizontal cross sections NOTE OF C—MON RESISTI-W:cPoALMNAVEA 13 Horizontal cross sections LLI W CcgROSICN REs•STANTCOADNG. _ ST—RGNVM-OEBCaBEOHEFEIMAREGENERIC aA YNOTREFiEaAD C-Oman FaRASPEtlnc 14 Horizontal cross sections 9 CR nOLLOw eLOCN ANDGROUr FILLED BEOLK DONOiINSTALL IF SITE—..OHSCAUSENSrALLATIONTOOENATE 15 VerGwl cross sections D NORTARH11Mi EDGE OISTAnCEIs ON —E- �ISUREDfRONAo=_EDGE Of 9:O^J(aF.EDGE O°NORTAR GW'EFA OR MCHIrECi sHALLPFUFME5ITESPECiFlC 16 Vertical cross sections vGVTNTOFACE snELL DF BLOCK OOCUNEN(S FDRDBEINM MISDOCUNEHi WNONFM4 ,7 Vertical B Horizontal cross sections �wALLATION ANwoRS EHAu eEWST.uEOWAccoRowcE 16 Horizontal cross sections °z irH NSHOR M.NUPACT—INsruunoNlNSTRUCnONs, s. F—ROve°IUPAcrPRo*EcmiE SYsrFN ISREcvIR DfoR ,g Buck8F2me anchorin ` ' Av:NORs5 x1NOT BE usEOWsuesrRATES W'IM MIS ROOuCr. S:RENGM4\Ess MAN ME wNi LSTRENGM SPEtlFR_O BY A�FO THE AnCHOR.-u-- 6. FRANESMULUON MATERut_VJC OR\vD00 20 Buck anchorin 21 Frame anchoring I.IANCH —TONORCA TRESFORPROOU=EHFRe ARE 7. —11O NATERIAU FIBERGU55 2y Frame anchoring + BASEDON SUesTiUTEKATFNAtS WITH THE FOJ.OYAIVG u•t , PRePERnss 23 Frame anchoring A'A/000- 1 UNSPECIRCGRANTYCF6 U1•.j ` _ acoRrAETE-wNluuu QED PSI cor�REssn+ESMEr;cm 24 Frame anchoring �-•.• G HOLLO'MGGOUT nLLED CMU-S,RENGM CONFORMANCE TO 25 Buck anchorin ASTM OB,ucN Fm=xro PEt 26 Frame anchoring 27 Buck anchoringW30DING a > `- 28 F2me anchoring �P Z°� x LL v 2g Com Dnents °^0 3 Components DING#: 31 Com Dnents FL-20867.3 of materials sHEE 1 o,32 ��N➢31•IiZY G[.A99 37.50-MAX 0.1 FRAME WIDTH 1 �e a. 7o c� K>$ Fa obi t o ��z�wa^ax X o o T 0 2 1.0 o , h Q = H Ln 1-4 LU w 3 67-1 z .111.1 O h -941, j MAX. DESIGN PRESSURE(PSF) DESIGN PRESSURE(PSF) , r��.i--••..-41, I FRAME JAMB LIP LITE FLUSHGLAZEDIMAHOGANY O• ?;-- DIMENSION TSPOSITNE NEGATIVE POSITIVE NEGATIVE E LL, t'6c 9 _ WOOD +47.a -47.0 +70.0 -70.0 37.50^X 81.63^ 4A dti" 'EDF,` PVC +47.0 X7.0 +60.0 40.0 *P DING#: FL-20867.3 sHEE�:2 OF 32 �D2'IIIMI w ULw S3 53.00'MA%OA FRAME WIDTH- 66.50•MA%D.0.FRAME WIDTH , 3 Z q I 1 2 3 1 2 4 so ca wE 3 w 3 w 3 e a z.. x t X O 2 O X O a ` w I o4 0 2 a z � LL ' z �r IL o 0 K I I - I ; 705.00'MAX OA FRAME WIDTH 74.0W MAX 0..4 FRAME WIDTH 15.60-FRAME WIDTH 74.00'FRAME WIDTH t 20'`ti mwn� 1 2p e ��aw sib aw3 � i • wmm zi z 7 � SWz 3 /� O /\ 3 t 0 4 z 7 2 0 'd 3 7 s � o O b� MAX. DESIGN PRESSURE(PSF) DESIGN PRESSURE(PSF) CONFIGURATION FRAME ALUMINUM ASTRAGAL PVCASTRAGAL a, DIMENSION POSITIVE NEGATIVE POSITIVE NEGATIVE 5•':.'� S XX 74.00"X 81.63" +55.0 55.0 +47.0 -47.0 O)XO 105.00'X 81.63" +55.0 •55.0 +47.0 -47.0 z:2 is re 3� uFL �o a v= DW6A: FL-20867.3 SHEET:5 of 32 LVL STILE EXTERIOR UPTI GLASS FIBERGLASS SKIN .0 Z38• 1.58' PVC STILE CAP ° / G TOP RAIL 1 'tivu�i?:. •- 1; '"'.w?. _s�-• I 15' PVC noea�°.;srm .t 0' FOAM CORE •19° t''.`L < " INTERIOR LVL LOCK BLOCK � PVC STILE CAP LVL STILE _ x o `v' 35.75' 1 NOR20NTAL CROSS SECTION s_ PANELWIOTH� .-�::y',•` m <m' zns 27.0'0.L0. I SO'GLASSBYTE HOT 4 FOAM MELT SEALANT 1'O.A THK GLASS _ I 118'TEMPERED GLASS w AIRSPACE a 1 7.72' y EXTERIOR INTERIOR J w m 118'7EMPERED GLASS z ALUMINUMIBUTYL OR STAINLESS STEEL z AeX1-7fB°SELF SPACER SYSTEM V) 0 W p /-SEE DETAIL i THREADING SCREW FOAM CORE y x 0 LU u1 w I ! G1 GLAZING DETAIL i 4.14"1-- UPLTTE FRAME I .°• 2.38' LVL LOCK BLOCK r ;tY'•,I.•Lx: BOTTOM RAIL 7.a' afi6 PVC J`�t� �._.•..N7#L LIPLITE FRAME 1.35' o,• s 3.7' I A6 ABS.11CIASA L 5.50' I'- -1 �• I 16.175' I LOCKSET HARDWARE �•-Mm F MANUFAOTURER MODEL KWIKSET LOCKA0EA000LTCOMBO 2 �^) SIGNATURE SERIES 851 (21 VERTICAL CROSS SEC77ONI�I-- 6 N IM7K5Ef LOCK 8 DEA OBOLT C0M20 6 11 GLAZED DOOR SIGNATURE SERIE5!I0 LIP LITE SC44LAGE LOCK:F-SERIES DWG#: FIBERGLASS SKIN:0.079"THICK MIN. DETA111 DEADBOLM B60 SERIES FL-20867.3 FOAM CORE POLYURETHANE 5HEET:6 of 32 LVL STILE EXTERIOR PVC STILE CAP 72 2-38* 1.58' f .17- 1.57' —Y G-SS FIBERGLASS SKIN -F—WTOPRAIL PVC 1.25" C FOAM ORE 32 FOAM CORE INTERIOR LVL LOCK BLOCK .19• iajL\,\ \- .31. _,C STILE CAP LVL STILE 35.76' FIBERGLASS SKIN—35.757FIBERGLASS CROSS SECTION PANEL WIDTH 24 -21.0'D.LC.- .60'GLASS BYTEoz 60� .c mw HOT&FOAM l'O.A.THKGLASS MELT SEALANT r a 118"TEMPERED GLASS 1,72. AIR SPACE 11 INTERIOR 118"TEMPERED GLASS EXTERIOR z \7 ALUMINUM/BUTYL z OR STAINLESS STEEL #8 X 1-1/9"SELFV) SPACER SYSTEM T, /ISEEDETAILI THREADING SCREW > LLA 7 4.14' &GR"USHNMDNA.E 1.24• ry LVL LOCK BLOCK 1.70' BOTTOM RAIL FOAM CORE PVC 10.5- I A7 FRAME LUS GLAZE' jo 1W HPCIAIA al- 16 75* 5-50- LOCKSET HARDWARE MANUFACTURER J MODEL -K piko 6.2 LOCK DSQBOLT COMBO a. KSFT Sil NATURESERESM VER77CAL CROSS SECTION KI&IKSET LOCK&DMBOLT COMBO SIGNATURE SERIES 980 LIXI . n,GLAZED DOOR_ F-SERIES B.1-t.E EAD90LT--860SERJES FIBERGLASS SKIN:0.079-THICK MIN. DETAIL 1 FOAM CORE:POLYURETHANE LVL STILE /-FIBERGLASS SKIN EXTERIOR 23T--r1.5 PVC STILE CAP 1,72'� .17' 57" TOP RAIL PVC FOAM CORE FOAM CORE INTERIOR .19, LV-LOCK BLOCK -19-Z x- PVC STILE CAP LVL STILE E�-,'. -, FIBERGLASS SKIN -Ali",-, I 's 35.75' HORIZONTAL CROSS SECTION 5. PMF,ftori D,LO HO &FOAM SO-GLASS BYTE 2.2* MELT SEALANT 1'O-A.THK GLASS F23,211" • ig r- - 118'TEMPERED GLASS LL 1.7 AIRSPACE INTERIOR EXTERIOR t/8'TEMPERED GLASS zV) ALUMINUM/BUTYL 0 STAINLESSSTEEL -4 )(I-1/8"SEaLF SR V) 08 PACER SYSTEM THREADING -SEE DETAIL I GLAZING DE AIL - 4J4' MAHOGANY DETAIL 2-38— FOAM CORE LVL LOCK BLOCK I BOTTOM RAIL .-k S.w I PVC &8fAIl0GA FRAME 1.35 M y ABS.PC II.A I LOCKSET HARDWARE MANUFACTURER I MODEL KVAKSET LO &DEADBOLT CO." SIGNATURES FS01 2 VERTICAL CROSS SECTION KVAKSEr LCCK&OEAZBMTrCM & D SIGNATURE SERIES 990 g.`AAZEI_I.GAN)DOR SCHLAGE OEAOBOLT:B60 SERIFS FL-208 b7.3 FIBERGLASS SKIN:0.079'THICK MIN. DETAIL FOAM-'ORE--POLYURETHANE FIBERGLASS SKIN G LVL STILE EXTERIOR 1.72' LVL STILE 1.72" LVL TOP RAIL 1.25 INTERIOR FOAM CORE srFIBERGLASS SIGN HORIZONTAL CROSS SECTIONig 13.88'MAX ;o 5.. PANEL WIDTH FOAM CORE E.92'MAX D.LO. 'a 4, .50'GLASS HOT&FOAM MELT S -1-_SS 118"TEMPERED GLASS AIRSPACE EXTERIOR INTERIOR Lf) 1.72' w118'TEMPERED GLASS ALUMINUIVIBUTYL OR STAINLESS STEEL #6X > J_ < SELF SPACER SYSTEM W118' THREADING SCREW &GLA NGDAM ETAIL o LIPLITE FRAME ZA 4 .109........... RN LVL BOTTOM RAIL 4 @LlDE' PANEL VER77CAL CROSS SEC770AI LITE N P = ows TE FRA -LPLITEFRA115 .'PC AN 'A. FL-20867.3 FIBERGLASS SKIN:0.079*THICK MIN. FOAM CORE POLYURETHANE SHEET.9 OF 32 FIBERGLASS SKIN G LVL STILE 1.72' EXTERIOR 1.57 .57- LVLSTILE LVL TOP RAIL 115' H . I INTERIORFiBERGLASsSKlN__l FOAM CORE—/ H" HORIZONTAL CROSS SECTION = 13.89,MAX PANEL WIDTH FOAM CORE .00"MAK D.L.O. 0 .50'GLASSBYTE HOT&FOAM 1"O.A.THK GLASS LLLL MELT SEALANT 118,TEMPERED GLASS AIRSPACE SPACE INTERIOR EXTERIOR d 1/8"TEMPERED GLASSO Ei r ALUMINUMMUTYL j� OR STAINLESS STEEL I'-I .• i 98 X 1-1/8'SELF SPACER SYSTEM THREADING SCREW W IZING DETAIL FRAME Nil... F OX 8s"'%I B.71' LVL BOTTOM RAIL 8.41 2 2 VERTICAL CROSS SECTION _g 'D L'_TE PANEL 10 FLUSH GLAZED FRAME LA2 _lUEHGLAZE.FRAME ';'ASA DW64P FL-20867.3 F=GLASS SKIN:0 079'THICK MIN. s"":7;10 OF 32 FOAM CORE POLYU�ETHANE /-FIBERGLASS SKIN G LVL STILE ............ EXTERIOR ":ST, LV--S71LEE LVL TOP RAIL INTERIOR FIBERGLASS SKIN =OAAA CORE HORIZONTAL CROSS SECTION a a FOAM CORE Z 8.00•MAX 0,1-0. -4 -50'GLASS BYTE OT&FOAM EXTERIOR 1.56-V2 I NF I*rOAM -4M"G L t TS I'D.&THK GLASS p AELT S T-- 118'TFMPERED GLASS AIR SPACE INTERIOR EXTERIOR z O 118'TEMPEREO GLASS 1-4 A-UMNUMSYTLE.L 98 x i-IfV SELF OR STAINLESS SPACER SYSTEM p THREADING SCREW LU '. I a Z &5�ZNG DETAIL • MAHOGANY FRAME 1.50' 0 0 0 0 0 0 2,52' LVL BOTTOM RAIL— & 0 VERTICAL CROSS SECTION 9!'20�PA "HOGANY FRAM-' .`AHF.—AN =E &A CA.A bw6 4t. FIBERGLASS SKIN:0.074'THICK MIN. FL-20867.3 FOAM CORE:POLYURETHANE -0— 1-1/4.MIN If EMB.(TYP) EMS.(TYP) C 1 2 3 1 2 3 INTERIOR INTERIOR 2 G K (SEE NOTE 1)0 E 6 EXTERIOR FMRICR &,,H,0,R,)ZONTAL CROSS SECTION HORIZONTAL CROSS SECTION SHOWN WI 2X WOOD SUCK Oul.-kng sho--insuring also approved approved MIN 1.114'MIN EMS.rrYP) EMS.(Typ) C 1 2 31 2 3 7 V) INTERIOR ............ ra INTERIOR 2 2 IQ 11 K NNW F (SEE NOTE 1)0 A E S EXTERIOR EXTERIOR d HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTIONZ SHOWN WIIXWOOD BUCK— QD SHOWN W1 1XWOOD BUCK RZ CulsWng shown-Insviing also approved OutsWng&h—-Inswing also anpmwd DW6,M NOTE: FL-20867.3 1.SIDELITE SCREWS LOCATED 6'FROM EACH END OF SIDE JAMB AND 3 EQUALLY SPACED SCREWS FROM THE END SCREWS. SHEET.12 OF 32 7 16 gpTR]M'ITA GLASS INTERIOR i 1 INTERIOR 'J✓:� ,�`f�'+-<e X 23;J5.,�•sv S #fix-Ti<iwhAT-y 2 2 ISEE NOTE 11 'e,v' '�C d'rivS.''ni f i O � v+ (SEE NOTE 1) a S ,i•T v E 6 F 12 E EXTERIOR 7 8 u u s a a x EXTERIOR EXTERIOR rj1 HORIZONTAL CROSS SEC770N 1 2�HORIZONTAL CROSS SECTION C a Q^ ' O�"Ewing shown•lnswin3 also aPDroveo O�^9 shown-Inswing also approved m 1 18 INTERIOR .11 1NlERIOR 1�T``iFY Z O '4i,'+f ;,.`tayc ^I:`�\•U,i<'✓" f"{ 0 1fl (SEE NOTE t) hS ! ha 3::Zs '✓`F .l,j: 4 vy X 7 X gg� ca k O vm ."•.<} (SEE NOTE 1) Lu 4 G Q *1 �'�....zi....N� E F 7 8 6 EXTERIOR EXTERIOR 31 HORtZONTAL CROSS SECTION J'1 HORIZONTAL CROSS SECT]ON :�d3•�. , Op shown-Inswing zlso approvetl O ng shown-Inswing also appmve8 ✓Ox 1—o, E c 3 �i uz NOTE: FL-20867.3 1.SIDELITE SCREY.S LOCATED 6'FROM EACH END OF MULUON AND 3 EOUALLY SPACED SCREWS FROM THE-END SCREWS. 11�'LAL='STY Gor SS INTERIOR 1/�lAAtt INTERIOR 1 2 3 mn.s� X NOTE I) � ou oV= E 01 4 r O G 7 & a (SEE NOTE!) E F 6 EXTERIOR EXTERIOR V) m Q HORIZONTAL CROSS SECTION r11 HORIZONTAL CROSS SECTION z I{ Outzuing shown-Inswing also approved �Outsvnng Shown-Inswing also apprand 1H C ui 02 J ¢ dill 5 G 11 t1 d 2 Q,- d• I 7 8 b•`-.. HORIZONTAL CROSS SECTION OWswing Shawn-Inswing also approved o ny aQ-' �s3`z NOTE; DW6i+- 1.SIOELITE SCREWS LOCATED 6'FROM EACH END OF MULLION AND 3 EQUALLY SPACED SCREWS FROM THE END SCREWS, FL-20867.3 SHEET:14 OF 32 D ��tRxN7rA cuss K K n1Ri MIN. _ EMe('a EN9{Irn.} • I A '—.-1 v C rtw••. ua oa f; 11 t i a otl< ?r 1 2 a EXTERIOR m w z & G ++F( EXTERIOR F $d K H 5 S INTERIOR INTERIOR VERTICAL CROSS SECTION EVERTICAL CROSS SEC770N SHOWN W/1X WOOD BUCK Z D SHOWN W!2%LYOOD BUCK OuLswing shown•Insuring also approved Outswing shown-Inswing aisa approved ❑ }} N � } INTERIOR EXTERIOR INTERIOR ui n MU OR S D tt 1Y 10 0 Z J` d p a r2 }_ I •� f-1N'MIN. IF H•Mat EMB(TYP,) op eJ u2 „Z VERTICAL CROSS SECTION y VERTICAL CROSS SECTTON OUTSWING SlLL INSWING SILL - DW6 A: FL-20867.3 SHEET.15 of 32 U K K 2RINITY GLASS 4 FF;•wxTioM • • 1-1f/'MIN. <j w >• 1-1N!Mii EMa(1YP.) E+�D <� YP.I 8 I A .:—.1 lcvznMama�u�ncut (SFE NOTE 1) q a - - ``1 '-.�, —lJ q - ^ (SEE NOTE tI ;�"�_5'✓�• u o v 2 J 7 2 33 a az< t 2 3 EXTERIOR G u< W a R (SEE NOTE I) a�^ EXTERIOR N INTERIOR t INTERIOR <n I C1VER71CAL CROSS SECT701V { ,�VERTICAL CRWI1X WOOD BUCK m SHOLYN WI tX WO00O5S BUSEC7JON SHOWCK N Oulswing shown-Inswing aleo app—d V _ Out—g shown-Inswing also approved z oz II EXTERIOR o EXTERIOR INTERIOR INTERIOR '� 2 2 O U D w {SEE NOTE 1} 2 2 L j a O 10 iSEE NOTE 1) D ) . K I Day 6' I EMBs.•.. . ,-__L - ••r at PPO n1 E VERTICAL CROSS SECTIONVERT7CAL CROSS SECTION r r m z w OUTSWING SILL INSWING SILL 'S ws NOTE: DFL-20867.3 f.S)DEGITE SCREWS THRU HEADER AND SILL LOCATED AT CENTER OF EACHStDEI.fTE TOP AND BOTTOMRAILS- SHEET 16 OF 32 1-1/4'MIN 1-1/4'MIN EMS(TYP) EMS(TYP) SHEET ROCK SHEET ROCK FURRING- FURRING INTERIOR (SEE NOTE 1 0 INTERIOR r. Ulu z z % EXTERIOR P EXTERIOR K 2 2 K HORIZONTAL.CROSS SECTION 2 HORIZONTAL CROSS SECTION QDDime to masonry(5-1/4"min jamb) Direct to..scmry(6-114'.1.jamb) 0,tewing shown-Inswing also approved chg�,-ng shown-Inswing also approved z i'MIN EDGE H 1'MIN EDGE 0 2 DISTANCE DISTANCE u') r SHEET ROCK W SHEET ROCK " > Lu FURRING -L- —FURRING W. C T-- 2 2 0 D (SEE NOTE 2) D t EXTERIORINTERIOR EXTERIOR INTERIOR VER TICAL CROSS SECTION _CR 0 F3S SECTION TIO N E - 0 M. -�p Direct .m—my(5-114'mm jamb) an,"14'.ini.mb) Outswi.g shown Outswi.g shown-Inswing also approved -Inswing also approved NOTE: `�U'20867.3 r I.SI ELITE SCREWS LOCATED 6-FROM EACH END OF JAMB AND 3 EQUALLY SPACED SCREWS FROM THE ENO SCREWS.2 SIDELITE SCREWS THRU HEADER AND SILL LOCATED AT CENTER OF EACH SID-ELITE TOP AND B0170M RAILS5HE"T"17 OF 3 2. I-JW MIN ..e EMB.(TYP) 1 2 3 C v I-1/4'MINlg�Id INTERIORII 11 0 EMS(TYP) no 2 SHEET ROCK FURRING D r EXTERIOR INTERIOR Z z;s HORIZONTAL CROSS SECTION M 9 211OWN W/2X WOOD BUCK 0utswmg shown Inswing also approved z z 1-114'MIN P EMS.(TYP) V.) EXTERIOR 1 2 3 C 7 3 K H_2!2011AI CROSS SECTION D;rect to masanry(5114"min jamb) 6 "J. I OLtswIng shown-Inswing am approved 5 INTERIOR . .... ..... q 14 �41, 0 t N FVw EXTERIOR 3 HORIZONTAL CROSS SECTION owe SHOWN WI1X WOOD BUCK FL-20867.3 Outs,ving shown-Inswing also approved SHEPT`18 OF 32 .- f SEE HINGE DETAIL 1FT .. r F V j I e I a a u AND HEAD I : G 2X BUCK ANDJAMBS H 2X BUCK N ixDIRECT P I L 1X BUCK $ MASONRY D DIRECTTO $ Mttg MASONRY I O.C.RYP.Iiw2X BUCK &JA neAo u•tawc C a a a=e tX/2X BUCK f H1NGE DEfAtL i & M85 DOOR FRAME 2� a w i s uvwut "� < 5wo e iW cMASONRY It F MASONRY E OPENING OPENING SEE HINGE DETAIL G 2X BUCK N 1X BUCK _ P DIRECT TO - 0 D TYR SILL. O MASONRY y'1 O i. t. HINGE DETAIL 2 s• � "9 a a BUCK ANCHORING HINGE JAMB FftAMEANCHOR7NG STRIKEJAMB Masonry consW lion o CONCRETE ANCHOR NOTES: 1.Concrete anchor locations noted as'MAX ON CENTER"and at the comers must be ;4�o.•.,v a33Ni � adjusted to maintain min.edge distance to mortar joints.Additional Concrete anchors •,.1$ may be required to ensure the'MAX ON CENTER"dimensions are not exceeded. 8 2.Concrete anchor table: p, ANCHOR ANCHOR M Y Ct�AAAMCE MSN LLEAR/,N,^,p TO 2X BUCK :YOE SZE EueEp.OENT Tp U}aONRYEpa£ AOJeSiTiENiANCHpR T-L'W i/4' 1-114' 2' 4+ DIRECT TO N 7 %b�•'. pF p 114' 1- DIRECT TO P ����H •Ir PR t��`#E uvRntaM 114' i' 4- MASONRY M1`AauROIX rAacoW 31i 6' 1-114' 3' i-1f2• �' �'.) yz 2z �z HOOD SCREW INSTALLATION NOTES: STRIKE PLATE DETAIL DING x. i,Maintain a min.518'edge distance,&11 o.c.spacing W—d screws to prevent F4-20867.3 splining of woad. SHEET.•I fS OF 32 4•� (p�T3VNITA GLAas .-7 3.•_ T. 4"� �W�w 3' a• a- D TYP.HEAD &JAMBS i'.• p "` "� I Te.HEAD &JAMBS n 11 0 4I I o El 1XI2%eUCK ixr2x SUCK ug~ x S3r f 15.13'MAX 15.ir MAX mw'e x L FOR REF.ONLY O.G{TYF.) O.C.tTYP.I . lz1„ FOR REF.ONLY MASONRY MASONRY I III OPENING t OPENING Z I I U) A ILL) tY BUCK ANCHORING BUCK ANCHORING z CONCRETE ANCHOR NOTES: 1.Concrete anchor 0cadom noted as*MAX ON CENTER'and of the Comers must be ��'v,+`m�'•j�• .3bv adjusted to maintain min.edge distance to mortar joints.Additional concrete anchors may be required to ensure the*MAX ON CENTER*dimensions are not exceeded. 2.Concrete anchor table: w: m ANOigR tNGiOR w xCI.CLEARANO£ AYN QEARANGE TYVE 512E ENSEOUEM TO AltSCNRY EDGE AnIUGTM£Nt ANb10A �i�b�y�PP��A� mvorc+ i/4" 1-1l4' 2" 4" uTRaEo N- 114" 1-114' i" 4- ' 'z' m-2 nwe 311n"" 1-114' 3' ',-1t2" a o 3 s vK�'i z WOOD SCREW INSTALLATION NOTES' Dw1G a, 1.Maintain a min,518'edge distance,&1"0.C.spacing Of wood screws to prevent splitting of wood. F4-20867.3 SHEEn200F 32 SEE HINGE qp.��on,. DETAIL I Al 7 2XSUCK Ix BU------K DIRECT TO MASONRY DETAIL II &JAMBS It DOOR FRAME--, F G 2X SUCK E IF N 61 C.m • UT N 1XSUCK 0 1, Z P DIRECTTO MASONRY MASONRY OPENING 5 SEE HINGE 3-' DETAIL 2 ;1 1 — HINGE DETAIL I V) *2X..UCK TRIKE PLATE z () z BILL F G 2XBUCK > N ixeurK Uj HINGE JAMB P DIRECT TO X STRIKEMULL10 E MASONRY FRAME ANCHORING CONCRETE ANCHOR NOTES: Masonry construction HINGE DETAIL 2 1.Cencrate anchor locations noted as'MAX ON CENTER'and at the corners must be adjusted to maintain min.edge distance to mortar joints.Additional concrete anchors may be required to ensure the'MAX ON CENTER"dimensions are not exceeded. 0 D 2X D 4X it 2X "t IE EMEEDMEW TO . xtuu—,,1 ANCNOA 14 161 m`SWv,,x 114- 1-1114' 2- 4- it uimnrow 1;4" 1-1/4- 4F orwuuxgl 1-112* 0 WOOD SCREW INSTALLA'nON NOTES VIEW A-A WEWA-A VIEW 8.8 VIEW 8-8 0 L 1 Read-0�mullion allaChment Head to mullion attachment Sill to mullion attachment Sill to mullion attachment -. Mai-tain a min.578'edge distance. Vo.c,spacing of wood screws to PravEnt Splitting of wood- (Standard or Pat Mulfi..) {Two-puce Fat Motli.o) (Standard Or Pat M.11lon) {Iwo-plata{Iwo-plataFat Mullion) FL.-20867.3 211F3 � SEE HINGE a, 3- DETAIL 1 2X BUCK 7 rteM.yin. IX SUCK DIRECT TO IR MA MASONRY 31..MIX rYP.HEA STRIKE PLATE DETAIL O.C.TYP-) 1X12X SUCK &JAMES ZU u•MruL `off DOORFRAME ea G 2X BUCK P! N 1XSUCK v P DIRECT TO MASONRY MASONRY SEE HINGE OPENING E A -F-T- DETAIL 2 HINGE DETAIL 1 rCK O L z -TYP SILL z P S' G 2X BUCK 16-4 > N IXBOCK LU I DIRECTTO HINGE JAMB STRIKEJAMB MASONRY ERA ANCHORINGE CONCRETE ANCHOR NOTES: Masonry HINGE DETAIL i.Concrete anchor locations noted as"MAX ON CENTER*and at the comers must be adjusted to aftaintairtirin.edge distance to mortar Joints.Additional concrete anchors —,'k may be required to ensure the ON CENTER'dimerisions,are not exceeded. 'd TYPE 512E EMBEDMENT}g M+sONM EDGE MA45TMENT ANCIIgR Im"..ux 114' 1-114 ciiucoN• iib' t I 1-114- 1, 4- my aw[n=x3,116* 1-1141 I 3. z WOOD SCREW INSTALLATION NOTES� a o 6 1.Maintain a min.5W edge distance,&1'ma spacing cfwcod screws bws�- it,Prevent splitting Of wood, F1.-20867.3 sHEEr.2 2-OF 32 AA SEE HINGE 3DETAIL" 7 �.mR.is+m H 2X BUCK o`� 1 1X BUCK ' o — 0 DIRECT TO — 0 2 >8 s h.ASONRV I STRIKE PLATE DETAIL "• o s ao.G Ott.I 1X2XBUCK TYP.HEAD &JAMBS �n< DOOR FRAME G � aG"z MASONRY—\ GE OPENING SEE TAIL2 DETAIL T i — HINGE DETAIL 1 � m F � Z • D TYP.SILL 6 U) 1+ BU � HINGE MULLION STRIKE MULLION E FRAME ANCHORING Masonry comcvon HINGE DETAIL 2 D nat CONCRETE E ANCHOR NOTES: �. E 1.Conrate anchor locations noted as'MAX ON CENTER'and at the comers must be o,�.2�-•�•.*•a3''N�Z1 adjusted to maintain min.edge distance to mortarjoints.Additional concrete anchors 14 16 1 maybe required to ensure the"MAX ON CENTER'dimensions are not exceeded. 0 0 2X "^T 2X 4X 'i•1ue 4' *pROF,a E uLianm• 1!4• '.-114• 1" 4" _s=Ex 3116' 1-114- 3• 1-12' 1s I Twcarr O c x u z 4X c o WOOD SCREW INSTALLATION NOTES: VIEWA-A V1EWA-A WEWB-B VIEW B-B Ows x. 1.Maintain a min.518"edge distance.&1°o.c,spacing of wood screws Head to mullion attachment Head to mullion attachment SIII to mutton attachment Sill to mul6dn ftam rhent �f 7 to prevent splitting of wood. (Standard or Fat Mullion) (Two-piece Fat MUIIIon) (Standard or Fat M.M.n) (Two-piece Fat Mulficn) FL-208 7 s"EET°23of 32 ,•L �BIxOrSrw GLAaa SEE HINGE DETAIL 1 6 A I112X BUCK L 1XBUCK D DIRECTTO a1m-NAx MhsONRY I STRIKE PLAT'DETAIL Gm6 _ o.0(rYP.I 1X1I•lwx/ZX BUCK TYp HEAD &JAMBS F OCOR FRAME t mW = I _ -I MASONRY — — — I E i OPENING DETAll2 SEE HINGE I I — HINGE DETAIL 1 m -I — Z I I F � Z D TYP.SILL— 6 V) r Ll H w 6 >Uj y . " BuB I tY HINGE JAMB '<., :•' STRIKEJAMB E FRAMEANCHORING l Masonry constructionHINGE DETAIL T o CONCRETE ANCHOR NOTES: o r 1.Concrete anchor locations noted as'MAX ON CENTER'and at the comers must be ��`SRO i#•a1' � adjusted td maintain min.edge distance to mortarjoints.Additional concrete anchors may Sa required to ensure the WAX ON CENTER°dimensions are not exceeded. LLd+ 1 CtFMANCE MIN ct=_AMNOETo I _q Ny'• ,, u A»reOR ~S�iE R EMPEOYEH!'io EDGE AONsrMENrA 0R F\ B "V iv�x tib° 1-1/4° 2° 4" �oddH *PP�E09 I 114' 1-1l4' 1' 4" Q^ 3 E niivc � 3116- 1-114" 3' 1-12• m LLf �x �z WOOD SCREW INSTALLATION NOTES: Dw6x. 1.Maintain a min.518"edge distance,&1°o.c.spacing of wood screws FL-20867,3 to orevent splitting of wood. SHEET` 24 32 �D IN—... 1... I TYP.HEAD nT &JAMBS S Y QtXIZX BUCK mo f 8 } m u 15.13'MAX O.C.(TYP.) MASONRY OPENING m Z H Z V o H C W jy w. BUCKANCHORING a Z.. CONCRETE ANCHOR NOTES: :.;AAAA.,h� 1.Concrete anchor 1—fiors noted as'MAX ON CENTER'and at the comers must be adjusted to maintain min.edge distance to mortarjoints.Addiponal concrete anchors may he required to ensure the^MAX ON CENTER'dimensions are not exceeded. 2.Concrete anchor table: •)� �'`= lr ANCHOR ANCHOR MIN. MIN.CtEARANCE MWa—ANCETO •�i�''N�`JPaO��4 - 512E ENBECNENT TO UASOVRY EDGE AD:USRAENT ANCHOR * E mrr ou W. 1l4° 1-114" 2' 4' A 1McOM a••m wt mZ •a. CON- 1/4' 1-114" 1• 4" —L- 3116 1-114" 3 1 1-112" WOOD SCREW INSTALLATION NOTES: I L-2O867.3 1.Maintain a min.5/8'edgy distance,8 1'o.c.spacing of wood screws to prevent splitting of wood. SHEET25�F 3 2 AB Y GZASS SEE HINGErK 7° DETAIL 23' —1 — i2XBUCK � T c� krmnnw 1XBUCY STRIKE DETAIL 1 oo cP MAk vOC.tTW1 I ?XY.'X BUFOR RE ONLY1W1 o.c.0-4 FOR REF ONLY DOOR FRAIt -� G 2XBUCKg LL aGao - ssm N 1X BUCK _ _ I P DIRECTTO �u k 1 MASONRY E MASONRY i OPENING SEE HINGE DETAIL 2 HINGE DETAIL 1 i2 H �—�I H i L: s• G-rYP.SILL 2X BUCK_4,7 ' $ N 1X BUCK W w P DIRECTTO NINGE JAMB FRAME ASTRAGAL ANCHORING E MASONRY Masonry construction F CONCRETE ANCHOR NOTES. HINGE DETAIL 2 ° 1.Concrete anchor locations noted as'MAX ON CENTER"and at the comers must be adjusted to maintain min.edge distance to mortar joints.Additional concrete anchors may be required to ensure the"MAX ON CENTER•dimensions are not exceeded. 0, d� A—. ANCHOR V:N. MIN.CLE CE MINCL:AAANCETO G I] R 3] 512E EMBEDMENT TOMAEONRVEDGE AO —DrrANCHOR mMauaDEv `�'l Ta• !r ­N5 1/4' 1-1/4' I 2' 4' P4 11 POF'�F 3116' 7-114' 3' oti 3� �2 u2 WOOD SCREW INSTALLATION NOTES: WEWA-A VIEW 8.8 DWe#. 1.Maintain a min.518'edge distance,$1'o.c.spacing of wood scre•.vs Astr gal Strike®HGad Astragal Strike Q SBI to pr...nt aprhing DrwDDd. FL-20867.3 SHEET:26OF 32 e➢hi'N9.TI2E1nTy GLASS r 4- MVV d 3 3` 4' H rsMtrn D TYP.HEAD i g dJAMBS z •�,^, I 1X12 XSUCK t �3 �'f w 2 11 � .• m 15.13'MAX . a�J.w P.) iFOR REF.ONLY MASONRY OPENING ! In z z H o E } aw BUCK ANCHORING 6 z CONCRETE ANCHOR NOTES: ;.�`���..j ... 1.Cpncrele anchor locations R'ons Holed as"MAX ON CENTEand at the comers must be -. adjusted to maintain min.edge distance to mortw joints,Additional concrete anchprs maybe O,'r L required to ensure the•MAX ON CENTER"dimensions are not oxceeded- 2.Concrete anchor table: ANCHOR ANcN. MN MIN,CLENUNCE =.— N G.EUUNCE Tp $ H •P` IZ TE EMBE➢YEM TO MASONRY ECG° �JSMENTANCHpn IITw o ir4' 1-0i4" 2" 4' 2�E. 1I4• 1 1-1l4` 1` 4" im n m'zL h Irwe" 3116' 1-114" 3` 1-1/2" uz FL-l8 x. 2OS VII-00D SCREW INSTALLATION NOTES: b/.3 1.Maintain a min.518"edge distance,&P o.e.spacing of wood screws to prevent splitting of wood. FL-208 32 gwitIIiIT^GLASS SEEHINGE r 3' �3' 1 V'J DETAtL1 3, AF 8 _ I A� �A e N 2X BUCK I L 1X BUCK I I D DIRECT TO n 5 '• o ot.s MAX I MASONRY e.C.tTTt'3 1Xt2X SUCK) F AS7RAGAt SfiOWN +t•M.�C TYP.Httt} a.¢{rYr.> STRIKE DE>'AtL t v u o %JAM63 FOR REF ONLY OCOR FRAMELd ! I p W m m E t cl G V a K mwo z MASONRY , OPENING E SEE HINGE DETAIL 2 HINGE DETAIL 1 11) m t • BF.._•.� D TYP.SILL a Q _ F ILI1 1 { { 1 { { 1 1 { { { j { + d > ! GLU HINGE JAMB 6` - G (Mt FRAME ANCHORING ASTRAGAL Masonry construction E d CONCRETE ANCHOR NOTES: HINGE DETAIL 2 rr 1.Concm a anchor locations noted as-MAX ON CENTER'and at the comers must be • d`�p0„ a33j�r adjusted to maintain min.edge distance tp mortarJoints.Additions;concmfe anchors VtEW WA A A 0., Astragal I A may be required to ensure the*MAX ON CENTER-dimensions are not exceeded. Head •' ARCHON ANCHOR MIN. (pry,t1EARANCE MIN QEARANCETO i I TvpE SIZE LM.ED.EM To MASON-GE AQIUSiNENT ANCHpR 4' I R 'A 55 ~ 1t IiAN� ". uLin`eccw• 4- H TAccorr 3116" 1-114' 3" 1-1i2' o a s= :.z WOOD SCREW INSTALLATION NOTES. owax. 1•Maintain a min.518-edge distance,&1"o.c.spacing of wood screws WEyy B-g FL-20$b7.3 to prevent splitting of wood. Asuagal sulk.@$III 5HEET:28 OF 32 I 5.25' Q��L[pnw Go n35 i--3.98• —� �_� ��(1�.68�'-}�-.{\�' �i mr..r I--1 L n I I m &1HEAD BS >;a o DOOR SWEEP ,or largJAMer) OUTSW/NG SIDELITE SPACER g g I ( � MATERIAL PVC MATERIAL PVC ^^u ? I MATERIAL WOOD ,'w•s r ^} Q MATERIAL.STEEL L o h OUTSWlNG SlDELtTE SPACER J r 4 4,56-7 MATERIAL PVC &HEAD JAMBS 1AATERIAL:PVC n SIDE to OUT SWING SILL o d� H b ALUMINUM WITH PVC SUBSTRATE � e Q f-4 Q ' 5.03' - �.:: .aHti U.1 `^ Lr� r_'�S1DE d HEAD JAMBS a & c MATERIAL PVC Z r y INSWING THRESHOLD a.5fi �ea 43dy`'+�d ? ALUM;NUFd VJtT}{PVC SUBSTRATE A.so 9.22'}-- 244' pry Y I i LL { rte} d,Ujl 2.44' 1 SIDE BS SIDE d NERD JAMBS s SILL KEY DETAIL MATERIAL:PVC F�-20$b7.3 MATERIAL 4NOCq CPTONAL 5"EET:29oF 32 go—TY GLASS 4.56' n&&d➢d➢ ^ s_ y STANDARD MULLION vi MATERIAL:PVC < .Gfi" - iuw V m C�m ' .< w li ik v) I E 4f m V) FAT MULLION j z.an MATERIAL- Lu w MULLION BASE KIT r � o I t MA'E"RIAs'PCJASA f URETHANE GLUE 4.56• II f 4.86' URETHANE� URETHANE GLUE � Z P. F #8xi 314 PRH WS(4 NEAR SIDE) STANDARD MULLION #8x1 114 PRH WS(4 FAR SIDE) r7a TWO-PIECE FAT-MULLION V= j K M4J— AnrvnL;ulaa>� SECT/ON A-A �°' MATERIAL PVC a' J ' awe+r: FL-20$67.3 "'30 OF 32 00T."TY r"SS I LATCH(BLIND HOLE) SCREW LOCATIONS(TYP.) DEAD BOLT(THRU HOLE) 5.50" 33.13' SLIDE BOLT ROD _ STEEL - - - _ - -- - 275' 250' 15 ,�m LF—}1,63' 3.75' 2.50' 3.63' CC M;. 1e.7s• £ � trio• ��' o g<� 70P BOLT RETAINER 26.7'^ 26.50' pCp� � i 9-3/4"ALUMINUM OI C S u m o BOLT RETAINER m i o say SLIDE BOLT ROD 2.15 -- --------- - ALUMINUM ASi RACAL 17.75• aa. ALUMINUMASTRAGAL VIEW A-A "6'8 Aluminum Astragal by Endum PmducLs Aluminum Astragal Assembly 2 m 2 O O 2 SCREW LOCATIONS FYP.) 33.13' G �5! a FLUSHBOLTBAR 1 - Dienst zinc 2025- z � 3225' 43.62• 20.25• �•�`F,Q•�..i•--•.3�Ni hC� 1 f—.09' Or =- 0I DEADBOIi LATCH(THRU HOLE) p N FLUSHBOLT (T"RU HOLE) © mill Oieost Zinc . -K u� PVCASTRAGAL ° Dw6 z: 1•44'P @6'S PVC Astragal by Trinity FL-20867.3 NEW B•B PVC A,vagai Assembly SHAT'31 of 32 BILL OF MATERIAL ��YATMTY GLA35 ITEM II DESCRIPPON MATERIAL .A 1X BUCK SG�=0.55 WOOD 8 2X BUCK SG>=o.5S WOOD C 1/4'MAK SHIM SPACE - D 1/4'X 2-374-PFH ELCO OR ITW CONCRETE SCREW STEEL #9 X 3/4'PFH WS STEEL >m F ;:9 X t'PFH WS STEEL $ G 99X2-1/4•PFH WS STEEL $. I H #10 X 2-1T1'PFH WS STEEL 1 #8 X 2-PFH WS STEEL - J ib X 1-1W'DRYWALL SCREW STEEL < K MASONRY-3q 00 P51 MIN.CONCRETE CONFORMING TO ACI 301 CONCRETE °2a OR HOLLOW-LOCK CONFORMING TO ASTM C90 <W L 114•X 3.3/4'aFH ELCO OR r.W CONCRETE SCREW e z E M 1W X 3-1/4'PFH ELCO OR ITW CONCRETE SCREW STEEL N 3116'X 3-1;4'PFH ELCO OR ITW CONCRETE SCREW STEEL d a^ 2 0 718 X 2-1.2'PFH WS STEEL P 3116'X 2-114'PFH ELCO OR ITW CONCRETE SCREW STEEL r Q IIB X V PFH WS STEEL R 3116'X 2-3/4-PFH ELCO OR ITW CONCRETE SCREW STEEL 1 JAMB(FINGERJOINT PINE-SG-0.42) WOOD to JAMB(FINGERJOINT PINE-SG>=0.42) WOOD Lr) m 2 JAMB PVC z 2A JASIB PVC 3 JAMB PVC O 2 5 WEATHER STRIP OEB0650 O-LON - Ul C 6 3.98-X 4A•HINGE MIN 0.098•MIN THICK STEEL I-1 T STRIKE PLATE STEEL > 5 DEAD130L'r PLATE STEEL LU w 9 1 SILLKEY PC/ASA 10 1 OUTSWING SILL-ALUMINUM WITH PVC SUBSTRATE ALUMJPVC 11 DOOR PANEL-SEE DOOR PANEL CONSTRUCTION DETAILS SHEET 12A SIDELITEPANEL-SEE SIDEUTE PANEL CONSTRUCT]ON DETAILS SHEET 12B I SIDELITE PANEL-SEE SIDEUTE PANEL CONSTRUCTION DETAILS SHEET z 12C SIDEUTE PANEL-SEE SIDEUTE PANEL CONSTRUCTION DETAILS 5HEST 73 OUTSWING SIDELITE SPACER PVC .i••••..,�N� � 14STANDARDMUWON FINGER JOINT PINE SG-=0.42) WOOD 15 MUWON BASELI PC/ASA O��� 4 16 STANDARD MUZI LLION PVC u_• ^^:: 6&C 17 'PAT*MULLION PVC rNp••:V1 18 TWO-PIECE'FAT'MULUON PVC p 19 1XMUWON WOOD 20 ALUMINUM ASTRAGAL BY ENOURA PRODUCTS ALUMINUM 21 PVL ASTRAGAL BY TRINITY PVC �- 22 ASTRAGAL STRIKE @ HEAD STEEL 23 ASTRAGAL STRIKE @ SILL STEEL 24 INSWING SILL-ALUMINUM WITH PVC SUBSTRATE ALUM./PVC DWG 25 DOOR SWEEP PVC FL-20867.3 26 INSWING SIOELITE SPACER PVC SHAT g 2 oP 3 2