Loading...
HomeMy WebLinkAboutPRODUCT APPROVALFlorida Building Code Online Page 1 of 4 �j es4fess�o�tegYrh - tMi L$ Product Approval dba iC USE0.: Public User r SPmd.0 Avvmval Menu > Pmd,c nr Aovll,uUv Search > Avvlkatlan L¢ > Allil.Hon Detail q /1 /^ FL# t� 5210n`'A St C ey/IY/�O Application Type Code Version Revision Ucie C oUht p17e. y Application Status Approved Comments Archived Product Manufacturer Plastpro Inc. / Nanya Plastics Corp. Address/Phone/Email 5200 W CENTURY BLVD. LOS ANGELES, CA 90045 (440) 969-9773 Ext 16 rickw@mblclgconsultants.com Authorized Signature Vivian Wright _ rickw@rwbldgconsuitants.com Technical Representative Scott Johnson - Address/Phone/Email 5200 W Century Blvd. REVIEWED Foci REVIEWED Los Angeles, CA 90045(440) 969-9773 Ext 18 r� //!! sccttj has n@pla tproinc.com ` OE)E h/®Eg PLUANCE Quality Assurance Representative Ron O'Connell S E e fLUCIE COUNTY Address/Phone/Email 5200 W Century Blvd. BOCC Los Angeles, CA 90045 �//CCdd (440) 969-9773 Ext 16 ronoconnell@plastpro.com Category Exterior Doo. rs. Subcategory winging^Ez'tetlocDnou •Arse—mbli9es Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer - 71 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 _ Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By Ryan J. King, P.E. i� Validation Checklist - Hardcopy Received Certificate of Independence FL15210 R6 C01 a Certificate l n f Referenced Standard and Year (of Standard) Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 1998 ASTM D638 2003 ASTM E1300 2004 ASTM E84 2005 ASTM G26 1995 G 155 2005 TAS 201, 202, 203 1994 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?paratn=wGEVXQwtDgv3y V VKJZ 1 Q... 6/13/2019 Florida Building Code Online Page 2 of 4 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Florida Licensed Professional Engineer or Architect FL15210 E uiv a Eaulvalency of Standards,ndf Method 1 Option D 08/13/2017 09/18/2017 09/20/20I7 12/12/2017 FL # Model, Number or Name Description t15210.1 a. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Single Door - Grain/Rusdc/Mahogany Series O Inswing/Outswing (X - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLIS210 R6 11 (b) Inst 15210.1.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.1 for Design Pressure Ratings, any FL15210 R6 AE (b) Evai 15210 1 odf additional use limitations, installation Instructions and product Created by Independent Third Party: Yes particulars. 15210.2 b. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series O Sidelites - Inswing/Outswing (OX or XO; OXO - Fberglass Door Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R6 II fbl Inst 15210 2 odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: WA Evaluation Reports Other: See INST 15210.2 for Design Pressure Ratings, any FL15210 R6 AE (b) Eva[ 15210.2 odf additional use limitations, Installation instuctians and product Created by Independent Third Party: Yes particulars. 15,210.3 c. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Double Door with or without Grain/Rustic/Mahogany Series O Sidelites - Inswing/Outswing (XX; OXXO - Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R6 II (b) Inst 15210.3 odf Approved for use outside HVHZ: Yes - Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Parry: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.3 for Design Pressure Ratings, any FL15210 R6 AE (bl Eval 15210 3 odf additional use limitations, Installation instructions and product Created by Independent Third Party: Yes particulars. 152�' SOy1 mooth/Wood.Graln/White Wood 6'6 "ImpacP' Glazed Fiberglass Single Door -/Rusti4Mahogany Series O r Inswing/Outswing (X - Configuration) glass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes EL15210 R6 II (b) Inst 15210.4.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.4 for Design Pressure Ratings, any FL15210 R6 AE (b) Evai 15210.4.odf additional use limitations, Installation instructions and product Created by Independent Third Party: Yes particulars. 15210.5 e. Smooth/Wood Grain/White Wood 6'8 "Impact" Glazed Fiberglass Single Door with Sidelite or Gain/Rustic/Mahogany Series O Sidelites - Inswing/Outswing (OX or XO; OXO - Flberglass Door Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R6 II (b) Inst 15210 5 odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yV VKJZl Q... 6/13/2019 Florida Building Code Online Page 3 of 4 Other: See INST 15210.5 for Design Pressure Ratings, any FL15210 R6 AE (b) Eval 15210 5 odf additional use limitations, Installation instructions and product Created by Independent Third Party: Yes particulars. - 15210. f. Smooth/Wood Grain/White Wood 6'8 "Impact" Glazed Fiberglass Double Door with or without Grain/RusticMahogany Series O Sidelites - Inswing/Outswing (XX;OXXO - Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R6 U (b) Inst 15210 6 odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.6 for Design Pressure Ratings, any FL15210 R6 AE (b) Eval 15210.6.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.7 g. Smooth/Wood Grain/White Wood 8'0 "Impact" Glazed Fiberglass Single Door - Outswing (X - Grain/RustiUMahogany Series O Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes ELI 5210 R6 11 (b) Inst 15210.7.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Parry: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.7 for Design Pressure Ratings, any FLIS210 R6 AE (b) Eval 15210.7.odf additional use limitations, Installation instructions and product Created by Independent Third Parry: Yes particulars. 15210.8 h. Smooth/Wood Grain/white Wood 8'0 "Impact" Glazed Fiberglass Single Door with Sideli[e or Grain/Rustic/Mahogany Series O Sidelites - Outswing (OX or XO; OXO - Confgura[ions) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15710 R6 11 (b) lnst 15210 8 odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.8 for Design Pressure Ratings, any FL15210 R6 AE (b) Eval 15210.8.odf additional use limitations, Installation instructions and product Created by Independent Third Parry: Yes particulars. 15210.9 i. Smooth/Wood Grain/White Wood 8'0 "Impact" Glazed Fiberglass Double Door with or without Grain/Rustic/Mahogany Series O Sidelites - Outswing (XX; OXXO - Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R6 11 (b) Inst 15210.9.odF Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.9 for Design Pressure Ratings, any FL15210 R6 AE (b) Eval 15210.9.odf additional use limitations, installation Instructions and product Created by Independent Third Party: Yes particulars. 15210.10 J. Smooth/Wood Grain/White Wood 8'0 "Impact" Opaque Fiberglass Single Door- Outswing (X - Grain/Rustic/Mahogany Series O Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLIS210 R6 1I (b) Inst 15210.10.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.10 for Design Pressure Ratings, any FU 5210 R6 AE (b) Eval 15210.10.0df additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.11 k. Smooth/Wood Grain/White Wood 8'0 "Impact" Opaque Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series O Sidelites - Outswing (OX or XO; OXO - Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes FL15210 R6 11 (b) Inst 15210.II.0df Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.11 for Design Pressure Ratings, any FL15210 R6 AE (b) Eval 15210 11 odf additional use limitations, Installation instructions and product Created by Independent Third Party: Yes particulars. 15210.12 I. Smooth/WoodGrain/White Wood 8'0 "Impact" Opaque Fiberglass Double Door with or without - Gain/Rustic/Mahogany Series 0 Sidelites - Outswing ()X; OXXO - Configurations) Fiberglass Door https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yV VKJZl Q... 6/13/2019 p l a s t p r oPq- f� 5200 W. CENTURY BLVD. : f j' 8 m LOS ANGELES, CA 90045 Smooth /Wood Grain /White Wood Grain 37M MAX. OVERALL �- — FRAME;DDTH --I ijusr E.�mz Rustic / Mahogany �, 3 _ ES 9�«' Series O Fiberglass Door °' LL m aail INSWING / OUTSWING ''IMPACT' ® ® £a d GENERAL NOTES i N z 1. This preducthas been evaluated and Is in complancewith the 6th Edition(2017( Florida Buidng A Code (FBC( structural requirements including Me"High Velocity Humcane Zone' tHVq. {�i 0 A ZQ z ��v &Q 2 Product anchors shdl be as fisted and spaced as shown on details. Anchorembedment to base CO 'Ll�vtL m o LLLyLue�3 m material sisal be beyond wall dressing orslucco. � Q x w O�'i 3. When used in The •II W t Is product complies with Section 1626 of the Florida Building Code and X does not require an impact resistant covering. y a a yy 3 y x 4. When used in areas outside of the 9iVHZ'requKng wind bane debris proacliom this product p comples with FBC Sections 1609.12 & R30T.2.1.2 and does not require an impact resistant covering. O This product meets missle level'D' and Includes Wind Zone 4 as defined In ASTM E 1996 and FBC M ' Sections 1609.W & R3012.1.21. m 5. for2xstud construction, anchoring otihese unitsha0 beihesome as thatshown for2Kbuck masonry nP RR construction. E6 c 6. Site conditions that deviate from the details of this drawing requlre further engineering analysis by a �O licensed engineer or registered architect. E� ? 7. Outswing configurations meet water infiltration requirements for"HVHP. Allotherconfiguraflomdo not meet the waterinHtratron requirement for the "HVHP' and must be Installed only In non.hdb%able L S areas oral habitable locations protected by an overhang orconopy such thatflre angle between j C the edge of canopy oroverhang to sil is less than 45 degrees. TABLE OF CONTENTS SHE DESCRIPTION SHEET# DESCRIPTION 1 ypicai Bevations. Design Pressures & General Notes 7 Horizontal & VAn-col Cress Sections (Dfoctto Masonryt 2 Door Panel Details 8 Dint luck ofails 3 Horizontal &Vertica Cross Sections 2X Buc 9 3�pantlock details 4 Horizontal& Vertical Cross Sections IXBuck] 0 BUCKa frame anc ohng 5 Horizontal & Vertical Cross Sec ore Deed to Masonry] I Component 6 Vertical Cross Sections Thresryoids T Z BM of materials z, =MAx o DESfGN PRESSUkE CONFIGURATIJ7N FRAME = , P.OSIIlV�s; NEGATIVE;;;. ' � DIMENSI©{d x 37.5' x e2.0" +75.0 1 -75.0 See sheets 2 for hardwaredesign pressure limitations en I FL-15210.1 O.P� I EXTERIOR 0.X' •' n NTERIOR CAP (PVC) HINGESTILE(LVL) LATCH 511fE (LVL) CAP (PVC) 1 HORIZONTAL CROSS SECTION WIDTH lS 6, 0 X SEE HARDWARETABLE SEE HARDWARE TABLE Z 40 DOOR PANEL Ph go Fiberglml KYNKSET KNOB: 'SIGNATURE SERIES ± 75 DEA)BOD.. SIGNATURE SERIES(980) SCHIAGE KNOB: "ERIES(PSI) 'B"SEMES(060/62) ± 75 DEADBOD. PAMEK LEVER FLSBSERIES ±75 DEADBOLC ED73ERIE6 HOPPE MULTIPOINTLOCK: NIS90001•POINTTONGUE #50 ENDURA MULTDOINTLOCID TUUENNIUM0000(3RH }75 Seesheets 5 and 6 for mulFlodnl lock delogs. u $'- 0 ozo TOP PAIL V $ c01 (COMP.] a a` & A LL 6 —T E 4 Citf Am � yJy 1 0 o Z 6 INTERIOR EXTERIOR m x x m FOAM CORE (POLYURETHANE- n a 13 PCF MIN.) i3 e o N �:• oo m FIBERGLASS SKINe'•'; �� � (0.12SMIN.THK.)FTTT : 00 BOTTOM (COMP.) Z VERTICAL CROSS SECTION R FNu 2 o.21 Ne 521 \\\\I 3 3 3 5 6 ��`� * 3 4 5 77 p•�•' g n ® ® n� �8•:t mnne 3 41 X O0017 I a47E 7 EMB.(TYP.I B i 2 3 2 1 D G m xp C d 6 d 0.15, B & L MINK C n 0.15,CSWK (Typ') D m'PI E L 1 2 INTERIOR ° , •° o 0 D w NB o ' 7 40 7 B L� g_ �n 58 •� • 7 1 3 0 0 11 11 EXTERIOR ➢y' N — Z a 1alsnuN. L 9 27 E EXTERIOR INTERIOR m\,<o2 /s 12 0 EMB.(IYPJ 40 ° o suse N.T.S. ma a: JN a 1 HORIZONTAL CROSS SECTION �21 HORIZONTAL CROSS SECTION 3 VERTICAL CROSS SECTION aol. �, LFS # 3 Ou swag shown Insw ngsm➢or 3 OWMs gs mvm(J s gsfmi ar 3 OutrMng shown (Inswing sim➢ar) m FL-15210.1 6 mt_Vm " 0 ,11 # I II'i//i Q \ fN Y * n �NiYj £ :0Z�3riq Cim�oS�6'm 1/OC 'n ���'•. e 'gym /ice/I` i w m II/IIII 11111 �1 im�a R H w Oz 3 A a 3n E E 4 C 2 1 0 �m '4 • zg J 1 2 J qo .. E 8 s • • p G fgg? = 7 n & qU 7 a qo INTERIOR G r n »m A •.V 40 n< NN 4. U 11 EXTERIOR o Ei w it 7 1 2 w 27 G A l-I/4'hUN.. 9 qp EMB. (TYP.) I-1/4" MM. EXTERIOR INTERIOR HH EMB. ITYP.) » 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION(3� VERTICAL CROSS SECTION z° u, q hownw IAW uak Q Shownw IA Wu DUCK Q 5nw W/IX W"UCk Ouhwing pm� Ouhwing shownflnwAng s Wfor) OuhWng shown llnmhg sMMr) shown)InsMng slWor) N n ^� ao z N^Z mm-02116112 _ a.•� N.T.S. sync. m: M m on w US ; onnwlo no, ° a Fl.-15210.1 0 swxr 4 Or 12 C Nsoe m f•...... ;' o, • ......•• ^ o.0m2 � on•: § J \\V 8im zmcw 9 g oon 6. 4 oz E Ea L"& 2 1 C �o Z O 1- D 1 2 D D q 5O 7 E ;' ,. am G �y o oa m T INTERIOR40 v x o 'x o a a �U a 2H Q n yy na N �mY 11 EXTERIOR 7 1 2 Px Px w ZO 40 27 M 9 EXTERIOR INTERIOR o �EMS.11 MIN. (.11N. EMS. (TYP.( EMB. EMB. (IYP.) � a mo 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION VERTICAL CROSS SECTION w f S�nDec o asonryo asonry 5�own Oreci to Masorvy Shawn D'vecl to Mosonry ,',mom Outswmgshown (Inswing sunBorJ Ouhwing shown Pnw+inil sirtularl OulswUlg shown (IruwMg gl n.) ^moo Z N rise 02116112 _ suse N.T.S. ' axa e: JK m as m: LFS ; mun:m xo_ a FL-15210.1 a s¢r �orly- O n 3e9..2 m 9 F w V ° ima`u0 EXTERIOR INTERIOR DLL . oz 3i In 9 a 40 29 Om I mo EXTERIOR INTERIOR �I o EXTERIOR INTERIOR 30 31 32 33 34 VERTICAL CROSS SECTION 40 9 6 Shown wi ADAlhr MaM 36- ne 37 n n N 38 W 0 �o rc �1 VERTICAL CROSS SECTION 3 VERTICAL CROSS SECTION 6 ouh g mnTQ=ton �Jlnswing agumhon ous: 02 16 12 swn N.T.S. i oxn ar. JK ooc m LFS ? O.WYANJ wo p FL-15210.1 n sxm _L of 12 " _ 0 hg e 3 1.5' t� MIN. D(fEIdOR Y A INTERIOR 5 VERTICAL CROSS SECTION Inown T OutssWng onlyw%1�16 Jomb ° I ° WE 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION 7 Shown O'uect to Masonry ] Shown Direct to Masomy Oufswing only wl49/16 jamb Outswi. only w/4-9116 jamb ERIERIOR W— 101111OR %51 VERTICAL CROSS SECTION 7 5nown Direct to M=,nry Outswng only w/ 6-9/16 Iamb EMS. MIN. D-nR. prr.l r�31 HORIZONTAL CROSS SECTION JOulssWngonlyw 6a-9/16 jamb INR RIOF E1IIERIC 4 HORIZONTAL CROSS SECTION JK ] OutssvADoct w/6-9/16lamb w L� 9 NY wwNa w. n FL-15210.1 0 ww 7 0 12 U * J JPJ/�/ tttttt\\11 . .Si a0 * i$ -z j O i�t zmn ZY 8a•,_ 7L 0 �. eE uxi{ j 0 2X BUCK 58 IXBUCK G D W. DIREcrro MASONRY m a Q n U io o 0 is 217' Y 2XBUCK 58 o p x 22 NOPPEMUU7l,OIMLOCKSET NI59DBB3fom4mDue' IX BUCK G '25 o I n DIRECT70 M �S MASONRYIT L UU 2XBUCK 58 �. $n 0 1X BUCK G m DIRECRO MASONRY M 23 N 22 1 �h 0 o 0 0; fo STRIKE JAMB n a a Luo n� Z U 02 IB 12 = L wic N.T.S. wa ec JK m' ML17POINTSTRIKEPIATE 29 EADBOLTSTRfKEPLATE1 LFS ;rz MANUALRAISONGUEGEARSYSTEM «�TeCNamNDen, EL-7s27D.I n 6MET H YF� Q �\`\\\t\�.............. If 09 a 55 b V n a z° . Ep 9S"c0 g x mo° k5 a LL OZ i a z-g o 0 0 a m� to 57 " R n N 60 fi B o 62 e m 2X BUCK N P IX BUCK G iY ti NqQ Y DIRECI TO M MASONRY _ p e Z V 02116112 ° N.T.S. ° m M JK ENDURATRILENNIUM 3000 STRIKE JAMB DETAIL tl°C ft LFS ; 3 pt. Lack DMW N : n R.-15210.1 0 G TYP. HEAD $JAMBS MASONRY OPENING AL BUCKANCHOWNG CONCRETE ANCHOR NOTES: I. Camel.a bcalloeof Me. maybe a?luslatlbmeNle'v:Bre rttln edge d6fancabmorlarjoinh. T. inoWolle erchwbcgedls letles' orjaNCEMER'musfbead/osbtlfo nnb�fa61 Nre m5L edgatlstheV IAX.ON aTh.cfiree olc mfeeechoa maybansauYhewwe.ne the 'MAX.ON 03irER'dmenilon oronofe eetlel 3. Conaofe encnubWe: OR--__.,., R ANCHOR -MIND MINCIEARANCf MW.CLEARANCE TYPE SRE • -MASONRY TOED1G'^ ERM ANDG�J'AN : ,`. a:': .T.O.Ad( ELCO uPcax M• B/1S° 1.1/P ASSHOWN 1-1/7 1, WOODSCREW RLSIALUMINNOiES: MOMaH a MnPm1m 5/e'etlga dBrorlce. 1'erpdutonce. a 1'o.c.swc4p of weodscmws fo p'evenl ffrespSRing olwaod. STRIKEJAME 4 ..... AM,Trr" 49116°JAMB DIRECTTO MASONRY JAMB P (TYP.) d`TTT1°°•* •,° k (SEE SHEEF 71 .............. n �(TYP-) `"A. °� 'O� i l\` Qm �� _ A,rrrrpp* pSS dR`�c i o m o SEEHINGE L 2K RUCK b O� z DEIAIL (TYP.) G IXBUCK (% y$5Em DIRECT TO O 5 MASONRY OPENING MASONRYmom'°" TYP. HEAD coE' $JAMBS S 3n FRAME z =O 0 i$ 2XBUCK -9/16°JAMB M 6-9/16°JAMB N rq & DIRECTTO "rq' MASONRY JAMB (IYP.(I o (SEESHEEI 7) »m N ONLY NINGEDEMIL Inswing H/NGEJAMB m: LFS 3 NRR IU: a FL- 15210.1 "- O JO a 12 OUfSWING THRESHOLD DLP (DOSR1 H 4.68" ^OOISWINGIHRESHOLD "IOOSx1 fir . (1006WING THRESHOLD MnbWHgh Dmn I581I @_ICDa ING IHRESHOID Ohlfllb i"I I l--2A4'2.13°^-1 \\\`\\ ZdOd n O m Ud•'2� PO�L�f�I FR JAMB \ �gEq 9�cw �4.56' 3i o N �239 27 �I1 3g Z WOOD JAMB �� a� 6 �S.dT� �5.63° _ i' b° 2.088'— TY 0.5v H- �OURWLNGIHRESHOIDIHRESHOID 38 IN.M; IHRESNOID I WEAiNERIn IP 8 DOOR 80iIUM SWEEP Endura IlSedesl Calumbl. I R �5.675' ti ax: 0: 36 INSWINGiHRESNOLD 37 INSWING HIRESHOID 29 ADA IHRESHOLD Fntlua RseMsl D; BSC51 DtP anc m: PL-15210.1 ........... * .. RRRum ua v R♦♦i♦♦i ° R m o �4 g�c Ni `a LL 3a b� BILL OF MATERIALS IfFAIt OESCRR'RON o ?o n u� rc a C o m m < UU L° NN �� nm yFlQ S� �� nN NCO n N^Z aae 02 16 12 _ n.•,�. N.T.S. JK m' wR. er: 3 LFS wuwaw uo.: rz FL-15210.1 �2 ar 12 s�¢cr " MAIEIVAL A 1X BUCK SG r-OSfi WOOD B 2%BUCKSG>=0.55 WOOD C I!4"MAX. SHIM SPACE - D I/4'%23/4"PFH ELCO OR IIW CONCRETESCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI CONCRETE piastpro 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 Smooth / Wood Grain / White Wood Grain Rustic / Mahogany Series O Fiberglass Door INSWING / OUTSWING "IMPACT" GENERAL NOTES I. This product has been evaluated and Is in compliance with the 6th Edition (20171 Florida Building Code (FBC) structural requln ments Including the "High Velocily HuMcano Zone" (HVHZ). 2. Product anchors shall be as Fisted and spaced as shown on details. Anchor embedment to base material shalf be beyond wall dressing or stucco. 3. When used In the `HVI-Ir this product complies with Section 1626 of the Florida Building Code and does not require an Impact naislenl covering. 4. When used In areas outside of the"HVHZ'requiring wind borne debits protection, this product comples will FBC Sections 1609.1.2 & R30121.2 and does notrequhe an Impact resistant covering. This product meets Mssle level"Tand Includes Wind Zone 4 as defined In ASTM E 1996 and FBC Sections 1609.122&R301.2.121. S. For2xstud construction, anchoring of these units shelf be the some as that shown for 2x buck masonry construction. 6. Site conditions that deviate tram the details of this drawing require further engineering anolysk by a licensed engineer or registered architect. 7. Ouhv4ng wnfigumtlom meetwator Infdlmlion requkements fof'71VW'. All otherconfigurallonsdo not picot the waler inglrallonrequirements for the "HVFD° and must be Insfaled only In nomhabtlables areas or at habitable locations protected by an overhang or canopy such that the anglo between the edge of canopy or overhang to sM is less than 45 degrees. TABLE OF CONTENTS 3HEETR DESCRIPITON SHEET# DESCRIP17ON Horizonte & VedlCal Cross Seciions Direct to Masonry 1 Typical Elevations. Design Pressures & General Notes B 2 Door Panel Details 9 3-point lock details 3 to t- me de al and glazing otalls 10 3-point lock details 4 Homnn a &Veda rocs Sections 2X Buck 1 I Buck antl frame anchoring 5 Horizontal & Vedicol Cross Sections I X Buck 12 Components 6 ToEoniiat & Vedkal cross sectto nslullectfolvasonryl 13 Bill or materials 7 VencalCmn sections (thresholds) 37.511" MAX. OVER FRAME WIDTH z z 0 a m O d 5 O p v A. DESIGN PRIE,SSUR (PSF)L' CONFIGURATION POSITIVEK NEGATIVE,�. -bIMENSbN=�' x 37.5" x 82.0^ +75.0 -75.0 See streets 2 & 4 far hardware and Eta frame design pressure limitations ace IK E ma are LFS 3 oaxxva xw FL-15210.4 _ n CAP IPVC) HINGE SNLE (LVL) M. rmAj INTERIC 7 HORIZONTAL CROSS SECTION Z KVORSEf KNOB: SIGNATURE SERIES + 75 DEADBOIit SIGNATURE SERIES(9B0) SCHULGE KNOB: 'F•SERIES (F51) 'F7S DEADBOLT. "B' SERIES(960160) F. PAME% LEVER; FLiBSERIEf 1'7S OEADBOLT: PDESERIES HOPPE MULHPOINTLOCK: HLS90W3.POINTTONGUE i i50 ENDURA MULTNOINILOCK+ TRILENNIUM000D(0-PI) ±75 • SEEHARDWARE TABLE SEEHARDWARE 40 DOOR PANEL TOP RAIL ICOMP.I ai 4'• HBERGLASS SKIN (0.125-MIN.THK.) FOAM CORE IPOLYUREIHANE- 1.9 PCF MIN.) :. BOTTOMRAIL/ r'•'<:Y'• Y. (COMP.) 2 VERTICAL CROSS SECTION 2 ttpt E q .............. NV: 24.2T MAIL FRAMEWIDTH 5I6'GLASS ME O QU�1 g 205TMAX. I� A3 STRUCTURALSILICI14E IDOW 995) * Rg;Q_z �P D.L.O. WIDTH II I _ 4?j� 1"OVERALL GLASS mK ��• q\� Sm Ij I 4� U IIB"ANNEALED GLASS I '����iFFlt P ttttt�` i o `m d 1a0 �� OA9V SAREX®PVBL�, llttt n : z INTERLAYER 1/0' ANNEALED GLASS \!f\ �9; Em d.w o I AIRSPACE�'�R s i 5 1/6'TEMPERED GLASS ri n IM. FRAME E LL (TYP•I ALUMMUMSPACER EXT, FRAME A4 E oW {O 40 NON STRUCTURAL SEALANT 0 3a 0 A4 07-19X 13/4" PPH SS FDRILUNG SMS INT. e� _ GT GLAZING DflA1L L L L ieS � RWIlZ �� n S� P o ODL UTE FRAME r Ti 24"MAX. FRAME WIDIH - 2D.75 .Lo. WIDTH D.Lo. vnom } L? EM. Tay � I!7 GUST B0E � F�F wz o 1-1/4"OVERALL THK. GLASS A5 STRUCTURAL SIUCINE IDOW 9951 6F I/090, WL XO GLASS mx i 0.09d'SAFLIX®PVB o� p b INIERIAYER IS9" a�` o (IYP.I 1/B"ANNFALED GLASS 0 O NAQ ] AIR SPACE . � 1/0"TEMPERED GLASS Nd I/TNONGROOVESWIGGLE A7 40 tws: 02 16 12 _ E. w/DELCHEM080POLYSULFlDE A6 1•S' swo 1/WBACKHLL N.T.S. L 4I0XI-3 PPHWOODSCREW EXr. FRAME INL FRAME SCREWCAP pWO dKL m' �-- IM. G2 GLUING DETAIL AS Ad A7 cwc e<: LFS ("I FL— _f orvamc rva: o H•—I FL-15210.4 i RSLLITEFRAME sx¢r 3 0i I, p" FRAfAErAO.IE MANUTACNRFR.• MAX�4ESIGN PRESSURE S ODL ±75 RSL ±60 3 3 3 5 6 ...........N. off•, a, ez� J E. 9m�w 4 5 5 B is 3 Q 4 1-1/4'MIN.g oy R R EMB.(IYP.( am E 3 2 1 GI r` o io 0 C 7 7 7 D u 6 a' . L C'SINK C D - (IYP.I m 0.15 CSINK . (IYP) E .. 1 2 INTERIOR D e•. B BPS o • 7 40 7 L i � �� Fo rc <.. w . 40 -, -H ' 11 it EXTERIOR 58 7 1 U_^ z U rvre 02116112 27 E EXTERIOR INTERIOR to sue, N.T.S. 1-1/4'MIN. �I EMB. (TYP.) mro. ee JK 7 HORIZONTAL CROSS SECTION 2 HORZONTAC CROSS SECDON 3 VERDCAL CROSS SECDON sue, m, LFS q Ou swings�own pn�nesm ar q Ou�ng shown Insw ng smbr 4 Oulswing shown InswNg sMllar( oawan xo, . FL-15210.4 e sxsn 4 or]� n i 0` end ` z�@ \\\\ 1111 $ m 2 �$ zmeu99 n •� md`nC d a6 A E E C p 2 1 C'm o: • 1 o J Y�Ry rc 0 a E a. am d Nw o Sp .7 7 INTERIOR 40 .. G C A `8 na • s0 40 N 1 Z 11 Ex1ERIOR 11 7 1 2 4 N all �1-1/4'MN. 9 40 27 G/r EXTERIOR INTERIOR Rk FMB. IIYP.X MIN EMB. PYP.I S S 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION 3e VERHCAL CROSS SECTION 5 shawnw/Ix sub -buck 5 Shown w/ xaobuck Oulswing shown IlnSwuig simlo4 5 shownw/Ixsu uc: Ouhwilg shown WsMng silos) OuhwN9 shown linwrin9 slMlal are 02116 12 0 srxe N.T.S. owa er: JK m' cwc ar: LFS OP/ANC N0. O FL-15210.4 n sewn _5 o0 13 _U• * G:Z1,!n �i// •' in •.......... `gin` j > � m 2 d m d n ?g on z un•: ` E¢ zm°au 9d�ga ,Y 066LL 84 E Cpi Ea E E 2 1 C u C ,.a . z a o I- o i 2 u D m o ay �y 7 4E 7 n xy INTERIOR C ..... °E qp R N N EXTERIOR 7 1 2 O o 77 11 y 40 27 M El EXTERIOR INTERIOR rc 1-114-MIN. Id/4' MM. EMB. QYP.) 121 . EMB. ITfP.) » i n =w rwo 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION 3 VERTICAL CROSS SECTION 6 S ownOroc to Masonry ShI m, shown hnswing simllas) 6 Shown Dlsssct to Masonry Oolswing shown jh. g gmgml 6 Shown Direct to Masonry Outswing shown Qnswing sim0at) n n � 2 Y mm 02116112 scssl: N.T.S. i owc, ar: JK on en LFS ? wswnro rm: FL-15210.4 u sx¢r 5 ar13 a p �.. h "gym �m;� EXTERIOR IMERIOR �4 U' N 9 8 40 =gej 0 29 I am G EXTERIOR IMERIOR ,' EXTERIOR INTERIOR 7/7 •2 30 31 32 33 34 VERTICAL CROSS SECTION 40 B 7 shown w/ADA IRSMI 36 nv 00 37 38 O E E e i I VERTICAL CROSS SECTION 3 VERTICAL CROSS SECTION 7 Oulsrdngconfugmotlon 7 Inswing conllgmmon wn: 02 /6 12 s owc. e<JK 3 c>a. er. LFS osmm�v m FL-15210.4 `o smr L of 13 q W"101 ����l���j MIERIOR 5 VERTICAL CROSS SECTION R Shawn Direct to Mas01'7 OuIrMngonlyw/4.9/jamb IN ;.; IMERI ° ME IS MAX. T HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION R Shown Direct jamb R Outsswing Direct To 4-9/16 jamb is 1.6" ; •.. $C.' , n �>= MAX..:.... �uFi `MIN. i n �q E MAL �Ns: zz �•" � " °gym C i s aoz° E. �m�w D via" 9O'a q0 OaaLL e 4 E oz � a pW 8 ?d EXTERIOR INTERIOR d VERTICAL CROSS SECTION a= 8 o MasoSroMnDBeocnttyw/b9/1t6T o c jamb am � Nm � az z� y rc 3 .HORIZONTAL CROSS SECTION 8 Shown Direct to Masonry Outswing onlyw/ 6-9/16'jamb TIM OR XIERIO . scuEi N.LJ. HORIZONTAL CROSS SECTION Im. ory JK 8 Shown Direct to Masonry trot m: Lfs Outswing only w/6.9/1, lamb fL-15210.4 Av �ys 0 \ 0 Z iw 0 v �tC $ o gg YI 0 1X BUCK 58 O �W n 1%BUCK G H • DIRECTTO M vJ n MASONRY49 o: a 4 U o y zm m 3 Y � 2Tr 2X BUCK 58 25 m O eo PPE Md'fIMLOCKSETDIRECTTOMASSNRY2HO5U83UpnPlO%BUCK MG mu I 2¢BUCK 59 i. a IX o G rN DIRECT TO M i n MASONRY B D 22 c 1 I �n �"— fllJll m T� �e as o FTSBLKEJAMB +16 iIUI Z o mie D2 118112 = L O Luo stun N.T.S. JK we a LFS 3 .� MULDPOIMSiRIKE PLATE 25 LtCN AND DEADBOLTSMKE PLATE Ww s - % Taegeesyslem FL-15210.4 MANUAL RAISED TONGUEGEAR SYSTEM I.W 9 or17 " Cr g CoH "` .... ..•. p�J`j 01 It oo 55 � 0 � y v�d�'j mna� nLL� 3a N A z8 0 o � O h 0 a 1 m VmU 4LL 1� V N ryry 5/ N 60 o 62 n n� N FF nn 2XBUCK 58 I%BUCK G OIRECTTO M ^ o MASONRY _ o °nrz: 02116112 N.T.S. JK m STRIKE JAMB DETAIL cmft LFS 3 ENOURATRILENNIUM3000 °w,ww xo. m 3 pL Lock ^ FL-15210.4 n srtEr IO wT3 0 • 4- (TYP.)� TYP. HEAD r 8JAM0$ _ MASONRY OPENING .— 2X BUCK _ 0 eG O BUCKANCHORING CONCHEANCNOR N0R5' I. Cormeb anchrbrolbns vl the cmnen moYbe adwled ro mdnldn IM1OINn. etlpo dcim[e b malmfabh. 2 CmmetoasrlmrbmOwv srvlvdm MAX.ON CENUR'mUsrbe vtlfutivtl to mablab IAvmin. edge tl6bnro IomodmjINnb, odditivnal roncrele m¢M1vn mvl'hv leguved loemsve IM1e "MAK ON CENIER•tlfine�ulvn are nvl oxceeded. i ConneboncboTbtMm pNCHOR: ANCHOR MIN::'. MIN,CLEARANCB YO MASONRY MIN. CLEARANCE rOADJ,AGEI'TG,j .TYPE •,%SIIE EMBEDMENT' „-EDGE ;t: ANCHOR• 1 im TAPCONw Uumcomm B/IS' 1.1/4• ASSBOWN 1.112. AECONv I, WOODSCREW MrAtmrB NNOTM: Mdnroln a m W imvn 5/B' edgy dtslvsKa. I"esM msfmice, 6 I"v.c. sOv W g of .woa saDws ro Plerenr IIn mlmre or wood. 4-9/kJAMINRY JAMB (TYP-) 64 SEE HINGEK DETAIL )iYP.)KT Eon TOMASONRYNRY OPENING IYP. HEAD 8 JAMBS FRAME r / / — 0 49/16°JAMB M _ ^6.9116°JAMB y U �O 2X BUCK N DIRECTTO MASONRY _ JAMB (TYP.) — (SEE SHEET 8) ADA SILL 1 ONLY STRIKEJAMB LATCH 3 DEADBOLTDETAR DIRECT TO TT}}ate,' .gig y ip@s � ti n �Vi, tlT 01�=?y,q UE�. z p1 s- m un u M n \ vg i0 u fl 4 Mi b� i 0 �$ a �fs � ? p U & � m HINGEJAMS nsecrT Tn HINGE DETAIL HINGE DETA IL Insmng Oulswkig FL-15210.4 „aL 4.56° 4fi° 4.56' o _�xA:'g� ? I L� ��=Cilq�l IJQ zn 7 z x991iz=-4' n T—F^244'—'^h^213'—'1 OURWING THRESHOLD OU6WING DIRESNOLD POLYNBERJAMB \ En 9 m 30 DLP IGosRI 34 colun�bm inDnomHo PWM o 7 and OU_MNG 1HRESNOLD 32 o1P IGOSNI ea 00ISWING TNR1100ID EnMau liSerlesJ I— 436' a 4.T� I I I =o H I-�236°---4^2.T o� ODTSWIONmlilNG 1111MOLD rc 31 Ca 1951 2 WOOD JAMB g �m .. E G i a 5 6S' &'. 2D8W 0,62' 38 ICNSWIb6�1HRE5HOID Y WEAm1m, 6 DOOR B0110M SWEEP 4S6' 4.56. H 36 INSWING iNRESNOID 37 (SCSI 29 00p 7HRFSH016 FMma RSe6es) I °n"�mio S U FL-15210.4 5 s 5 F� Ey pq Ep s 5 n ..............IS �U:uYI Sit :w�. P4ry*� p1 \ �g< N �! _fie, •1�9. Emm P%i� d m i uN•tjj gg z'ozJ 9o.w DLL oZ d Sa BILL u$ nm �I a s O m o m N a E $ 0 nr Nry e O? on rygQ n^ N^2ms 02 16 12 i scut N.T.S. ° own a JK m one er: LFS 3 oP/.wnlo Noc FL-15210.4 " sx¢r _j3 w 1J H OF MATERIALS 1fFM� UES[RIPRON MATERIAL A 1X BUCK SG>=OSS WOOD B 2X BUCK SG>=0.55 WOOD C I/4°MA%.SHIM SPACE ' D I/4"%2�l4"PFH ELCO ORITW CONCRETE SCREW STEEL E MASONRY-3.000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE G 3/Id"x3-1/4"PFH ITW CONCRETE SCREW STEEL I 1!4" % IJ/4'"PFH ELCO OR OW CONCRETE SCREW STEEL J 1/4°X33/4"PHI ELCO ORCONCREFE SCREW STEEL K 114"%2-114"OW CONCRETE SCREW STEEL L #10%2-1/2'PFH WOOD SCREW I.IS"MI"MIN. EMBED ENi� STEEL M 3JI6°X2-1J4"ITW CONCRETESCREW STEEL N 3/16°X2J/4°ITW CONCRETE SCREW STEEL p I/4"X2-1/4'PFH EI.CO CONCRETE SCREW STEEL 1 POLY FIBER JAMB COMP./VINYL 2 FINGER JOINED PINE FRAME WOOD 7 WEATHERSTRIP FOAM 8 DOOR BOTTOM SWEEP VINYL 9 4'%4°BUTf HINGE STEEL 11 #9X3/4°PFH WOOD SCREW STEEL 22 3POINT'TONGUE'MULTIPOINT LOCKSEf Mfg. BY HOPPED STEEL 23 MULTIPOINT STRIKE PLATE (TONGUESYSTEM� STEEL 25 LATCH AND DEADBOLT STRIKE PLATE TONGUE SYSTEM) STEEL 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT STRIKE PLATE SECURITY STEEL 29 ADA THR6HOLD ALUM 30 OUISWING THRESHOLD ALUMlNlOOD 31 OUISWINGTHRESHOLD ALUM/WOOD 32 OUISWINGTHRESHOLD ALUM/WOOD 33 OUfSWING THRESHOLD ALUM/COMP 34 OUTSWINGTHRESHOID ALUMIWOOD 36 INSWING THRESHOLD ALUM/COMP 37 INSWING THRESHOLD ALUM/WOOD 38 INSWING THRESHOLD ALUMlCOMP 40 DOOR PANEL -SEE DOOR PANELDEFAIL SHEET FOR CONSTRUCTION DETAILS - 55 #10 % 1-1/2° PHI SCREW STEEL S7 BACKING PLATE STEEL 50 #8 X 2" PFH WS STEEL 60 MULTIPOINT STRIKE PLATE STEEL 62 ENDURA IRIIFNNIUM 3000 LOCK ASSEMBLY STEEL plastpro 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 Smooth / Wood Grain / White Wood Grain Rustic / Mahogany Series O Fiberglass Door INSWING / OUTSWING r'IMPACr, GENERAL NOTES I. This product has been evaluated and Is In comptonce With the 6th Edition(2017I Florida Balding Code (FBC( shucttwl requ#ements Incading the Ugh Velocirylivalcone Zone PIVHZI. 2. Product anchors shall be as Fisted and spaced as shown on detail-. Anchor embedment to base material shot be beyond wall dressing or stucco. 3. When used in the"HVHP this product complles with Section 1626 of the HOMO Building Code and does not require an Impact resistant coveting. 4. When wed in areas oulside of the 9lVHE'requirig wind borne debAs pretection, this product compteswith FBC Sections 1609.12 & R3012.12 and does not requiem #npoctresistant covering. Ms product maeh missile levd'V ondincludm Wmd Zone 4 as defined InASTM E 1996 and FBC Sectiom 1609.122 & R30UI2.1. S. Far 2xstud comhuciion, anchoring of these units shall be the same as that shown for 2rbuck masonry construction. 6. Silo condiliom that deVate from the details of this drawing mquue further engmeerfng snook by a teemed engineer or regMened architect. 7. Outswing configurations meetwoter infiltration requirements fcr91VNZ". AO other confi uraflom do not meet, the waterin0tra6on requirements for thB'HVHZ"and must be installed only In non -habitable seas or at habitable locations protected by an overtsang orcanopy such that the angle between the edge of canopy or overhang to sit is less than 45 depmes. TABLE OF CONTENTS DESCRIPTION SHEET/ Typo ae fiws tlesi pressures&general rotes 11 34'oinfIockdetaffs Doorponddo,,,,12 3Pdntlockdetads SitleSta panel detail 13 Buckandtromeonc xx1 a mmodads and glazing delES 14 Buck and frame anchoMg OV.0Devotions F 15 Astraga etmhHo ontal& Vertical Cross sachem 7X Buc 16 Asimgoldetats Hohzcnta&Vet Cross sections(I%Buck 17 Ashagol detots onzonfa &Vedroal Cross Sections Duet o motuyt 18 ComponentHadmntol&VedknlCrm;Sechms DoecltoMato 19 BD of materials Vertical Cross Sections ds 1520' MAX. OVERALL FRAME WIDTH 74A"MAX OVERALL 37SMAX. FRAME WIOTH FRAMEWIDTH I I� 0 x e x O �I� m J� CONFIGURATION -.T-.:- "tiFRAME ,'DIMENSION SWING �'" _- '�„POS.? PFESSORE(PS F) FNourA`,iSrRNGAt - oV'ASCAGAL COtaMB!A AMAIGA[,. -NEG.. _POS., --NEG. ':POSff 74.0"x 82.0- INSWING +60.0 -60.0 +50.0 -60.0 +50.0 -60.0 74.0"x 81.13" OUTSWING +75.0 -75.0 +75.0 -75,0 +50.0 -50.0 152.0"x82.0" INSWING +60.0 .50.0 +60.0 -50.0 +50.0 .50.0 Oxxo 152.9-x 81.13' OUTSWING +50.0 .50.0 +50.0 -50.0 +50.0 -50.0 See SheBIS2 & 4 tOrnanomcm am! RIO Rome COUP AeOum IYNlallam ft FL-15210.6 CAP jr - 0.7• 35.7SDOOR WIDTH 2 2 b• O �a x �7 INTERIC (@HORIZONTAL CROSS SECTION 2 LATCH STU (LVL) KWMET KNOB: SIGNATURE SERIES 75 DEADSOLD SIGNATURE SERIES(980) SCHIAGE KNOB: 'PSERIES(FBl) 75 DEADSOLT: B'SERIFS.(BBO/41) PAMP% (EVER: F13BSERIES 75± DEADBOLI: FD7SERIES HOPPE MULHPOINTLOCK: HIS9DDO3-POINTTONGUE +50 ENDURA MULDPDIMLGCK: TRIIENMUM30DO(3-PI) }75 SEE HARDWARE TABLE SeesheetsBan091xinulf1point lock details. � SEE HARDWARE TABLE 40 DOOR PANEL TOP RAIL (COMP.1 INTERIOR HBERGLASS SKIN (0.125 MIN. THK.) FOAM CORE (POLYURETHANE- ,,. ,•r 1.9PCFMIN.) . . Ei EXTERIOR A RAIL/ � :<Y• �� 2 VERTICAL CROSS SECTION 2 er JK Ni LFS �mc xo- FL-752T0.6 zrg or,9 E GI G2 TOP RA IL AIL �' •'jl n 0. EXTERIOR (COMP.) ' � • g�eg _J .� /77111111f\\, z�md INIEKIOR CAP (PVC) o a u SFLE (LVL) t \\ �j` 7 HORIZONTAL CROSS SECTION 1 'm u a E D 4 W _35.75'000R i$ p VnoTH rc 3 am 9 INTERIOR FMERIOR G � � g � o N UU b N� d 3 FIBERGLASS SFJN o� (O.IZTMIN.THKI FOAM CORE $� d v / (POLYURETHANE- El : 1.9 PCF MPI.) .•.°. C :..1W: fin.',• nnp a N^Z v BOTTOM RAIL vsu 02116112 D (COMP.) swn N.T.S. '- owo. er: JK m 50 SIUELIfE PANEL 2 VERTICAL CROSS SECTION �. LFS 3 " n EL-15210.6 " sxm 3 �1i O FRAME WIDTH 5/8'GLASSBITE . Q.•• m' D2D DWIX. *40NON RALSIUCINE(DOW 995) C.O 1°OVERALL EK-EDGLASS THK. %V"• .���� imn ll6' ANNEALID GIA95 q 1.86' 198° --{ �ii� '-• ......• Ez Li I fill �d'm 6 OA70"SAFLfO(DPVB gnpU on z INTERLAYER1/8"ANNEALED GLASS:[IAIR SPACE n K 51/8" TEMPERED GLASS A a mda`a ITYP)ALUMINUMSPACERCTURAL SEALANT314° PPH SELF-DRILUNG SMS 9 N MT. GLAFING DETAIL n�. GT cis a� 4.P5" w� (-1 ODL LDE FRAME > & i 2PMAX. a FRAME WIDTH x x m .LO. WIDTH Dio. vnD1H ^3 J NN a I IT GL+SCREW o 1-1/4'OVERALLTHK GLASSCTURALSIUCINE(DOW995) € Ln m1/0' ANNEALED GLASS s s 0.090'SAFLEXOPVB O 6 INIFRIAYER IS9 a a u .) 1!8'ANNFALED GlA55 �� E O n in AIR SPACE- � � � H °i ¢ m n 1/8"TEMPFRED GLASS n o 1I7NON-GROOVESWIGGLE n I � a L e� W/ DELCHEM900 POLYSULFIDE wre 02 i6 12 1!6'BACKFILL N.T.S. N10 X 13/4"PPH WOO may_ UN m I G2 GIANNG DETAIL pg Ems• RAK A6 INF. FRAME A7 SCREW CAP auc L K ; (nPI �L' IM. fl F«-I onr+mm em, RSL LDE FRAME FL-t521o.s o SHFEf � pF� p "IIIEFRAMEFABIE�; '. MAX: DESIGN , • MANUFALNRER PAESSURE S ODL ±75 RSL ±40 •c. _ttTT�91 J=Jn yy 'y 6m cps.zmn �/1111 1111\ \i zp d; 6 UN:� 4 5 nm y OQ ' Z m C U 9 9 kS3-'V 5 3 3 3 6 4 4 6 E =z 8 '�d w o i 0 W a� 0 0 �I o d o 2 xx� 7 8 na 3 nR 9 7 y D 1. E Sidelite assembly screws located 6'Oom top and g bottom then 5 more equally spaced 17 total). `�p`�"`\...........Lvvvvi�' ,• m C 2 Spacing foritem L: 3'from each end zd � � and® center fne(3 total), pJ=60 z 4;Iq`p` -" 0.15,CSINK^'m�' .a•` y � (p. 0 z a•• L z \ P guo 9mea INTERIOR B - Ix B 3ox 4 $oW 2 1 n' 40 7 1 2 i SEENOIE2 L i ciS o L 11 I1 EXTERIOR ti �.. gp ti o w EXTERIOR INTERIOR D INTERIOR EXTERIOR 2 E orn oy 1-1 MIN y '��1 x� EMB. DYP.) VERTICAL CROSS SECTION �610ufnvhALCROSswings ON a� 6 Oulswing shovm pnsvnng smart 6 Outsw'ug shown (hMving slautar) HORIZONTAL CROSS SECTION S6 a 6 Oulswirlg shown- Insx7ng also approved 1-114'MIN. EXTERIOR 40 55 27 40 2 1 EMO (fyPl INTERIOR L BB 11 9 40 INTERIOR F SD p SEENOiEI L nv v nry Lei m o FFE �6 off rc � 77 � .. 11 EXTERIOR K EXTERIOR L e A „ 7 SEE NOiEI ^w rvma : 60 (D HORIZONTAL CROSS SECTION O.ISCSINK mp) I-- z N _ 6 Outswmg shown-Inwnticumopproved mm, 02116112 n L soma N.T.S. L 1 2 L o• oxn ar. JK m C 2 HORIZONTAL CROSS SECTLON B a W: 6 Oulswing shown- InwAng also approved Shown vnth IKreinforcement \ %4 `HORIZOMAL CROSS SECTON E owwnro xo.: N FL-15210.E °a 6 OulnvM stwwn (Inswing sitrviar) a¢tt 6 nt19 Note: I. Sidelite ossembty screws located 6"from top and bottom then 5 more equally spaced (y total). 2. Spacing for item l.' J from each end and ® centerline (3 total). RIOR EMOR — n .r.r �1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION 7 ShownwTlXwlrbuc 7 Shown wTl su uc Outswtng shown DUCK sirMar) OuWng shown(Imwing similar) m G t4 iy e� a. J=dA e s..0 o m �O A I� V lV '•� C VV QQ m c m`nae e s EXTERIOR INTERIOR f w zo KVI Y �2 VERTICAL CROSS SECTION 7 5 1=1 Ixsubbuck g o� Outswug shown VftTMng s'umlar) G U rn Z SEE NOTE 1 L n ^ " SO W n°'o 1 nA EXTERIOR INTERIOR ore: 02116112 CROSS SECTION N.T.S. �VERTICAL 5hown wl lXwb-buckwl lXwb-buck owc. er: dK fi Ouhwing shown Ilmwlng simiar) rlsc er: LFS 3 IMV.MOS Fi-15210.6 sx¢* 7 or 19 0 Note: I. Sidefte amembty screws located 67 from top and bottom then 5 more equally spaced 17 total). 2. Spacing (a item L:3" hom each end and 0 center Me (3 total). NMRIOR EXTERIOR %TI HORRONTAL CROSS SECTION 8 Snown to Masonry Ouhwing shown (InswAng simlar) ........... HORIZONTAL CROSS SECTION 8 Ouls�vm9��a+n1l�'ng slmAal EXTERIOR �/' INTERIOR r3 -'\ VERTICAL CROSS SECTION Shown E asorvy Oulswing ashownl to Mlm ing sMal SEE NOTE I EXTERIOR V-:" V-Z2k-ZA INTERIOR _VERTICAL CROSS SECTION R 5hown Direct to Masonry Oulswing shown linswing simlor) C` • m 2! �. a. * : tllT: AII',:0 - m Sm Eg n S °cu 56 l° A V M1,10R -W INI6RIOR 4 VERTICAL CROSS SECTION q Shown D'veatto Masorvi Double g or 0rJ 49/16 Jamb Double Door ONy (N/Aw/SideNes) Note: I. Sidelite arnembly screws located 6' from top and bottom then 5 more equallyspaced 17 told). 2.Spacing toritem L• Y from each end and® center the (3 total). INTERIOR EXTERIOR 1 HORIZONTAL CROSS SECTION 9 Shown Direct to MosomT Outswing onlyw/49/16'jamb Double Door Only (N/A w/ Sidertles) is MAX. 2� r� MIN. EXTNtlOR WA IMMOR VERTICAL CROSS SECTION 9 OdtsNngaJywM69//161amb 2 HORIZONTAL CROSS SECTION 9 Shown c Oulswing only w 69/16 jamb 1s EXTERIOR INTERIOR VERTICAL CROSS SECTION 9 OWirlsZng orit, 69/16 )amb 1 C y m ^t INTERIOR n a LJ EXTERIOR L a�� E SEE NOTE 11 I-1/0MIN. EMB. PP.) HORIZONTAL CROSS SECTION �Oulr+ing o*w/&9/16rcjamb�goorV w/�9/16rcjamb iV' N py _a_ �a_ a* � 9m 57 gal and AI5 INTERIOR -1" 71 EXTERIOR VERTICAL CROSS SECTION 10 trsswingshmm NOTE I. Spacing for item K: e from each end and at centedae. INTERIOR EXTERIOR 39 50 SEE NOTE I 4 VERTICAL CROSS SECTION 10 Imwelg shown VERTICAL CROSS SECTION 10 Shown W1A Aneshold INTERIOR 2 VERTICAL CROSS SECTION 7Q O.J.ngshown INTERIOR EXTERIOR SEE NOTE / n VERTICAL CROSS SECTIONE. n v �z� 8 E pjRj, 9 m °c w man `os E1d 0 0 z$ ut m � 52 oln� 0 8 Mossmooll FL-15210.E 0 n loa-L 0 * �O''% a 9.• N'i � TIIII 1111\ 0nm2 O ✓ V N •: \ cgs V , 0 0 0 F V� dig 5e�a 4 V mangy 1mv�ryxj �� n V O� VVVV D I 23 o — 0 � 5 Q 4 o a �g o OVI U �x �2.12' HOPPEMULDPOINTLOCKSFT o n e HI5900BBRaln1'Tolgue" �4 ' o IL �1 na o R� n y Lo 23 w w x €h Lo 10 oo o STRIKE JAMB ^ m a 4 YCl ��2 (a1 Lam 02116112 0 LUO seun N.T.S. oxc, or: JK m MULi1POINrSTRIKEPLTE ° LFS25 3 Y7 /1WTCH AND DEADBOLi5Ti11KF PLATE wumxc xc: rz Tongue rystem FL-15210.6 MANUAL RAISED TONGUE GEAR SYSTEM srtFr 11 arts u Q•C; k'Q% m _S. o°! yym Jtdn •:zQ-��+n a m f em_ n SE 9mo� V �{ ae 5LL F`o � ppJi 3a b' o � w a O O V � nri R O 1 4 57 $ & 60 66 m 12 F ti U ' uic 02 i6 12 i N.T.S. owa a JK m ENDURATRILENNUM3000 ASTRAGAL STRIKE DETAIL mx n. LFS ? 3 Pt. Lock urtao:e m e FL-15210.E 0 �� 12ads TYP. HEAD a MASONRY IL JAMBS OPENING c _ _I 2XBUCK111 _ r (TYP.) BUCK ANCHORING KX itCONCREIEANCHORNOIFS: I. Conpole archulocolsom of Iho comers moyt» vo]vsfetllomaNlaN the min. � etlpe dMonce lomorhrrjdnh. 2 Carrefe archorbcvllolh rwletlu T+A%.ON CDJTLR'musf be vdNslod to 3 nWber hemfn.edpe Nslarca to nvNCENnh,adNllonalcor ml ..d mvyberegWmd io e154Te Ma?MX oN CFNIER'dimenfbn ae rrot exceeded. 3 1 Carr ele artrJrrfadb: ANCHQR• ANCHOR MIN E,- MIN [IEARANCE MIN.'CIEARANCE TYPE.< SIZE' FMBtaMENf TO M450HRK' iOAaJACENI..: ; IS) E 'ANCHOR �.. IAPCON 1/r 1a1r R' R' PtcO i/r Id/r 1' r BITRACON mY IAPCON� 3/lr 1.1/r ASSHOM 1.7jr 3 WOOOSCREWROiAIIATTONNOM, i I. MoinlamamuotmlmSB'edge mstorce. l'entlmslarce,d l'o.cspa�vp of § woodiaewProryevenl rne.rPlmnp ar.r�e. ASTRAGAL STRIKE JAMB 4-9/16°JAMB DIRECT TO MASONRY JAMB IIYP.I (DSEESHEET9) MAS01 OPENII FRAN 2X BL �.P) I-- InP.I r I`IIYP.I ),2X BUCK SEE DETAIL2 IXBUCKGDIRECITOASONRY E 49/IN'JAMB gll — TYP. HEAD a JAMBS 6-9/16-JAMB FI �K DIRECT TO I MPSONRY TYP. D JAMB ITYP.) SILL I (SEESHEET9I LI II SEE HINGE �— 3• DETAIL ITYP.I pYP.I 1 � '\ SEE DETAIL fRAMEAtf WNW XX 28 F D 27 LUCK K DEAD BOLTDETAIL 32 HINGEJAMB DIRECTTO MASONRY IX BUCK 2XBUCK DETAIL 1 IEAIL 2 Asllagal tIvow bolts Aflach astragal lhrow bolt at the threshold sham plale to Dame IOulsdng) Osshown HINGE DETAIL Inm6na �n NmQ �Z O wiE: 02 I6 12 scat N.T.S. mN. W. JK DETAIL cwl Rl; LFS ASIIagal tNOW I1p03 pp/,';py NOe al the ltreshold FL-15210.6 PnWAasl snm 13 rs 19 � is ni ....... . . ... MULUON 7' VIA, 4' TYP.) 4- 7- DYP.) TYP. Z : ar (TYP,) (TYP-) 7 (TYP.) -z— (TYP,) PP.) 3'p) F. F (TY ]I It 1[ 11 7zF I ....... .... pf -T SEEDErAL2 8 2 to 0- MASON R'Y1 OPENING TYP. READ 2XBUCK Q SEE HINGE L Typ < &JAMES AAULUON DETAIL (TYP.) 2XBUCK G IXBUCK 6-9116' INz US -\ — DIRECTT6 jAMB i N D MASONRY 2?. a: DIRECTTO TYP HEAD 6 TYP. MASONRY to 0 0 —0 SILL SEE DETAA I BUCK ANCHORING ASTRAGALSTRIKVJAMB FRAMEANCHORING O)OCO OxxO FA Q� — — — — — — — HINGEJAMB (�27 66 Z9 yy 44 LATCH& DEAD BOUDEMIL HINGE DETAIL HINGE DETAIL CONCRMANMORNOM, InsAng OubMng DIRECTTO a R o' IRE I.Concrelea=h fomtbmatt��camwbeWivs1edio�nfdnfho�. m MASONRY I!! IN * Concrete .�h H IXBUCK X� o' location, noted as �. ON C�'mwtba Wfwfed to 2XBUCK maybea,qukedid onee" the -�. ON � dim.,oton ore.. ..cfed L * Concrete anchor too[..' . A NCH6R, I ANCHOR �mlw 32 N. CLEARANCE aAr CLEARANCE. MA NRV� 6,Awr,,,j F-Z 0 z 1.1/,r r DUL 02116112 O SM., N.T.S. ELCO e 1.11r 1- 4- UITMCON des. W. JK 317V 1-114- r ClIlL W.. LFS -YAPCON DETAIL I DETAIL I DETAIL 2 �m OOSCMWINSTALIA92NNOTE 110 lhfm bolts A"' thnowbolls Attach astragal throw boltry i. matntain o �mvm 5w edge carance, fend awanw, & I- ..',,aWg .1 %,90.1ftieshold .1Phoff ueshoW sbike plate to frame FL-15210.6 .d . 1. �..f the Witing.1 (Inswing) (OulsWing) ,hZ, waO 14 o, 19 L EDGE ANCHO0.�-- TAPCON IRR II II1 II II II JAMB (TYP.I (SEE SHEEI9) \\ � O.lmyjy •• N 90i•2.ZF-°.N ////FFII111 Illl1 \\\�` 2 d 0 d aa•,= O.S.--- os 00nfi 19a6' 19.36" � �a 21.38' 21.36' 31 W 31.68' w v, ?o 0 ASTRAGAL SCREW LOCATIONS n� 0 0 o Gd 0 VV 3.99 o.os �-- --{ o.a7s 1.75 $ F N ss o 00316' >N b y yl 0.975 I 00.335' o - INC.,�7,L{911IL $ 20.0' n �5 �N 00.163' --� nh A5IRAGAL CONCEALED 611FFENERSIIFFENER SIIDE60LTR01, 65 DIP 67 Typ 1-51hon. MBE: 02176112 i °Ta OX-1 sW , N.T.S. ° loplhmugh 1.90, DM art JK m lwnom through 1.95 o we ert LFS 3 I ocw+o 1m � FL-15210.6 0 SRET O( .9 N 1� 07S I 1.75'j 1.7 OBI 3(Y 41' .375 i+ n N 1.38" ALUMINUM ASTRAGAL 8c By ColumhlD DEAD BOLT ITHRU HOLE) 6'-8' ALUMINUM ASTRAGAL ASSEMBLY By Cotumbio 83 82 � 80 VIEWD-D Aluminum Astmgal Assembty HOLE) Eoar T- 82 83 FLUSHBOLTRLTAINER Top T bmiom Aluminum 6063-T5 33.1V V^'' �: •o J:z 32.75 0.75 9 06 4 S f1a en FL-15210.6 .v 16 OF 19 5.50" 33.125"Zz =N'•h DEAD BOLT (IHRU HOLE( LATCH (BLIND HOLE( ���•., + e ^ 4 r `�� j i ri w ",I111111111" Z ^gy z.7io=U s I 2sm n 3.63" "j mangy �107Y I0.50'— � n I8.75" 26.75"— 18.59' 26b0' § ppW Vi o Td D O O io a o R C-e"ALUMINUM ASTRAGALASSEMBLY m yy By Endma d Z�--11- L-1.75' —I 7D ALUMINUM ASTRAGAL By Endum Rroduch %l 73 70 VIEW A•A Aluminum Astragal Assembly ^1 �U7 73 SUDE BOLT ROD MAn. steel an L s WIN6 H0: FL-15210.6 a.IZw 19 Bill :30 OMSW/NG IHRESHOID D P IGosRI t %1 OURWING IHRFSNOID � DIP IpOSHJ OUTSWING iNRESHOID DAT. I'ZSG 5) MSWINGIHRESHOID 36 EnOura (ZseMs) 9GM IHOID ME34 M9 D'.15811 OURWING IHRESHOTD Columbia I5751 33 INSWING MRESHOID cdumbla gMSWINGINRESNOID 37 OLP Odcsl L � 4.56• � H d �-- z a4° 2.1 a --I I POIYFlSERJAMR Plasiga {r F- 4.56" -I n TI -ry F-2.36°12.2- 2 WOODJAMB E o rh 0.52" kT I W'AMIRIIRII d. Po.., i h y ' 4 y�II �2ST1 9 OMSWINGSIDEIIIEADAPTER UINSWING S/DEIIfE ADAPTER �4s6° ------- y y 29 ADAIHRESHOID DLP �\ DOORLJ �Q§:• A d z �/O dp �0 iaq � m0 •`�,`:� N 7 h P mnw� soma s.�oz 8Eo 9c; gya mHE [fig ci x Y1a IMNI' Wi n FL-15270.E - n 18 or 19 _