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HomeMy WebLinkAboutPlastpro ( Fiberglass Door )i p.1 a s r 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 Smooth / Wood Grain / White Wood Grain Rustic / Mahogany 1 337WLL9MAX 0 Series N Nberglass Door INSWING / OUTSWING "NON-HWPAcr, / � O GENERALNOIES = G 1. This product has been evaluated and is in compliance With the 2010Aoddo _ O® Bull ft Code (FBC) shucturd requirements excluding the'High Velocity Hurricane Zone (HVHZ). 2. Product anchomshag beasDied and s paced as on detafts. Anchor embedment to base material shollbebeyond wall dressing orstucco. " o 5 3. When used In areas requiring wind home debris protection this product Is required to be protected with an Impact resistant covedng that complies with Section 1609.11 of the FBC, e 4. For2x stud framing constructlonG anchoring of those units sholl be the some as LL that shown for 2x fuck masonry constriction. 5. Site conditions that deviate from the detahofihisdravirgrequire further engineering anallsls by a licensed engineer orreglstered architect. INSWING 37.5ftezoir GI +4Z0 •50.0 OB1SUNG 37.WxdOxW r K-Z-I) N0103S FSOND IVOMAVZ solsam NOINKNII 3AI COOMM.— -IA 101 13NIldIl— TT TO 3 SIM.IVINIH V Imam 2A-1, l q d. T- L 9 F ZV no m Az T-� 5 —7VJ 518-31 )1831N] ® L --c � w b!'£L2Sl-1d S4N01°""0 3 l78AWddd OSjO Buxuvl_wvgn 8gw,4n0 E NOflJ3SSS08J7V,lNOZ1710H Z panaddo Oslo 0i�M11A1I"�'"tOusOuo E NOIIJ3SSS08J1VLNOZ180H l 3 s F s� wo rr . 6 lL 6 OL solaw Op LL J NOIS3bg W Z N 6 SJ.'N arras " c Zl 9! Zo asw n Z a 3 .a 21OMNI aoia�l L OV 0 ti OL lZ LZ OZ �nsa (•dul 0 hdul'ewd 0 0 SIO %NISJ �1 sro g 0 ' b b 9 9 ('dl!)'8W3 o b X�9<Ins%I/M ww45 E NOIL73SSSONJ7tlINOZLNOH E Qi 3 LL 6 i u m �n H OL MEW //// LL N E E ts � 2 E E X L � e 4 S0189INI L BL L OV S s s" i^ =e oo r LM Nm45r'� OZ LZ NIW.4/l"L uopDinBpum Buy-- y NOLL03YSSOaJ1VJIla3A C uo 1wi^ByuoD01113A C NOIlJ35550aJ 1VJIla3A E .� � ' bl'PIZS!—lj "0M0HA110 i &n ve xn NP us nm ° c Zl 97ZO o i � lE � of vE od N z£ 9 NOIN31NI MEW ao1a31N1 aola31X3 P C G 713D4<iRSXUM UM04$ b PBADIU.VA4nD Buynsu - tIS Aojd Po o o ti NouJ3S SsoaJ ivJu93A z NOfIJ3S SS08J 7VOLMA L n $ • 801931NI a01a31X3 a01a31N1 aOla31X3 mZ a r 8 lT 8 Lz ` cl a ny 0z 'L oz ob 06 e L r 9Z • n . jn z eg Sn13s �n v n°. •, A 3 6° D TYP. HEAD & JAMBS MASONRY OPENING K i b 6u �o 4. BBCKANCHORING STRIKE JAMB CONCRETE ANCHOR NOTES: 1. Substitution of equal concrete anchors from a different supplier may have different edge ordance and center distance requirements. 2. Concrete anchor locations at the comers may be adjusted to maintain the min. edge dWonce to mortar joints. If concrete anchorlocations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortarjolnls, additional concrete anchors may be required to ensure the MAX. ON CENTER ciimenslons are not exceeded. 3. Concrete anchor table -- JWCHLlR ANGBOk tNIN M1N EkkAf�4N��7� RAIN C�E.ARANCExG'>' TYPE SIB : EMB fJ141ENT M4Sf7Hti> E1X�E: /ID/kCft...... ITW 1/4" 1.1/4" 2-1l2" 3" ELCO 1/4" 1.1/4" 7• ,p MASONRY OPENING FRAME T I 2X BUCK FRAMEANCHORING HINGEJAMB Masonry 2X buck construction 28 M 9 K 18 D M 27 14, LATCH& DEADBOLTDETAIL HINGE DETAIL z a 0 0 z M 02 16112 N.T.S. JK m x an LFS 3 Wo no FL-1521.1.14 MASONRY JAMBS OPENING HINGEDEMIL FRAME 28 27 So IX LATCH& DEADSOUVErAff buckconsbucNon CO ME CHORNOTES Uff— distance and center distance requirements. 2 Concrete anchorlocctfons at the comers may be adjusted to maintain the min. edge distance to mortarlaink It concrete onchorlocations noted as 'MAX ON CEWW must be Th adjusted to maintarn the m . edge d1stonce to mortarfaints, additional concrete anchon may be required to ensure the"MAX. ON CENIER" dimensions am not exceeded. 3. Concrete anchor table. C, LFS L 456° � am I I I I$ S c N 4"�+-213' �I.---244°—�+-2.13"--�{ $� �$eema1 Dd SIDE Side ° IO �o nb 21 HF DBS DE 9 S Poy la11 s.43 G q5z z_o 0 /ZlUUSTABIE INSWING THRESHOLD r1ADJUSTABIE INSWING THRESHOID� am c �^----4.68° o ty m N & r OUISNTNG BUMPiHRESNOLD N 0z GLASS 1"MIN. g eft GLASS THK. `^ O ."~?: ,`}; 49 1/8"TEMPERED m 5[ GLASS 6 AIR SPACE $ OPTIONAL k DECORATIVE INSERT ¢ 3 AIR SPACE c %; 5dtb�; 56 I/8"TEMPERED16.1$ GLASS — 02 1B 12 i 55 57 S. DM N.iJKw 9 o/m BY, JK 'm GT GIA7ING DETAIL am LFS FL-15213.14 " d seFr 7 a 7 n BILL Of MATERIALS REM DESCRIPTION MATERIAL A 1XBUCKSG>=0.55 WOOD B 2XBUCKSG>=0.55 WOOD C 1/4' MAX. SHIM SPACE D 1 /4' X 2�/4°PFH aC0 OR ff W CONCRETE SCREW STEEL E MASONRY-3,192PS1 MIN. CONCRETE CONFORMING TOACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE G 3/I6"X3-1/4"PFHTIWCONCRETESCREW STEEL H 1/4"x3.1/4''PFH IIW CONCRETE SCREW STEEL J I/4°X3J/4"PFHfRNCONCRETESCREW STEEL K #LOX 2' PFH WOOD SCREW STEEL L #8 X 2-1/2' PFH WOOD SCREW STEEL M #8 X 2' PFH WOOD SCREW STEEL 7 FORCES WEATHER STRIPPING BY ENDURA FOAM B COMPRESSION WEATHER STRIP GLON 650 BYSCHLEGEL FOAM 9 4" X 4°BUTT HINGE STEEL 10 #9 X 1"PFH WOOD SCREW STEEL 11 #9 X 3/4" PFH WOOD SCREW STEEL 17 KW#SETKEYEDENTRY-SIGNATURESERIFS STEEL 18 KWIKSETDEADBOLT-SIGNATURESERIES 780 STEEL 20 FlNGER JOINED PINE FRAME, HEAD $HINGE JAMBS WOOD 21 POI FIBER JAMB COMP. /VINYL 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT STRIKE PLATE STEEL 30 INSWING VINYL DOOR BOTTOM SWEEP BY ENDURA VINYL 31 OUTSWING BUMP THRESHOLD ALUM./ WOOD 32 VINYL DOOR BOTTOM SWEEP #3628 BY HOLM IND. PVC 33 INSWING ADJUSTABLE THRESHOLD BY ENDURA ALUM. WOOD 34 INSWINGADJUSTABLE ALUMINUM THRESHOLD BY DLP ALUM. WOOD 40 DOORPANEL-SEEDOORPANELDETAILSHEEIFORCONSTRUCTIONDETAILS 41 DOOR SKIN MIN.0.075'THICK FIBERGLASS 42 TOP RAIL CELLULAR/PVC 43 LATCH CELLULAR/PVC 44 REINFORCEMENT WOOD FOR LOCKS 20' LONG WOOD 45 BOTTOM RAIL CELLULAR/PVC 46 POLYURETHANE FOAM BY NAN YA POLYURETHANE 47 CONTWUOUSLATCHBHINGESTILER6NFORCEMENi WOOD 49 GLAZING COMPOUND SILICONE 55 UP LITE ODL/WESTERN REFLECTIONS HP POLYPROPYLENE 56 GLAZING SPACER ALUM. 57 #8 x 1-1/2' PFH LITE FRAMESCREW STEEL zv 9 s tp r o 5200 W. CENTURY BLVD. 5275'rr1AX OVM LOS ANGELES, CA 90045 tPr WWIDTH' 15.2 MAx. Smooth / Wood Grain / White Wood Grain I � Rustic / Mahogany Series N Fiberglass Door INSWING / OUTSWING "NON-1/l PACr ITn = GENERAL NOTES CE :T T 1. This product has been avaNatad and b in compliance wbh tha 2010 Florida BuOding Code IPBC) structural requlremenfs exclud ng the High VetocHy Hunkone Zone" (HVfM. O 2. Product anchors stag be as listed and spaced as shown on detans. Anchorembedment to base material shag be beyond wag dressing orslucco. o O 3. When used in areasrequlring w nd bome debris protection this product B requked to be protectedvvfth an Impact resistant covering that complies with Section 1609.1.2 of the PBC. 0 4. For 2xsfudframingconstruction, anchoring of these units shag be the same as that shown for2x buck masonry construction. 5. Site require further engineering analysisbyelicensedengineerorregiste registered y 4id„ip.`� £FFAfjt1�[�zM JSYY({Ti 1S 1Y'� YS i1YJ.y.11 j }YSt ISLi �(AF�I,f`Ff F��iSu3 y# ,.. .r...k tL1 OT6QEN5{Qld Pr ._t{.,, r'Tf '�: h�/A:1FtTi1l�7,7$`1 � 7Yt1F�.' PQ5131pF-".P7 -iF{T311J(✓,t£'(S GT +48.0 u .50.0 INSWING 52.75° x 82.& 21.00' x 6SAW 7'diy x 63.00' OUTSWING 52.75'x8O.W' 21.00-x63.00' 7.00"x63.00' +50.0 -50.0 a1 Smj �mga ti°'ox,y Bit RIM', H z O p 0 021161,12 1 'Xr N.T.S. o +a m JK m dr. an LFS UN9I0 ND� N F1-15213.15 a rzl� w5owffuU1V511N3A L Nolum 3AI Y11"I —13i12AI I 0 IVIN 518-3-1 518-31 HICIPA *CrI , C "XM.N[6 6. T-M WINES NOINMR1 y 3 cis z1olmix-g LP fpFv ° A 1 2 1 5 5 6 e DAB.I-I(nYP.) P•1 L G G SEE so 35 M NOTE 1 � _ N 21 20 20 21 INTERIOR d- a $ / /,// 2 EXTERIOR SEE 8 M NOTE I EXTERIOR 7 18 /// Ail] 4 4 L m�'x aEXTERIOR $c ' 4 21 20 INTERIOR INTERIOR 13 35 50 4 17 •.o oz 40 27 i//7 j/� z C A 3c HORIZONTAL CROSS SECAON p G z 4 Insw ng configu allon q HORROMAL CROSS SECTION Shownw/1%svbbuck a tL 1-1 MIN. 3 5 4 3 5 6 6 1-1/4 MIN. N0 ok y� B F1v1B. (ttP.J NOTE EMB, (iTP•) &I I. Sidelite panel secured to the sidelite E n= n p C frame with (4) of item #M located 0.15' 10". 30.8, . , 51"and 71.5' from top of SEE M I-�-CSINK each jamb and (2) of item #M in SEE NOTE 1 p L I IfTP.) the head, 3" from each end L NOTE 1 M 35 50 s I 28 21 INTERIOR 50 35 21 20 4 g o 7 8 40 INTERIOR 7 L g EXTERIOR 20 21 21 20 a s K 10 EXTERIOR 13 0.15 I CSINK .{ nve 02116112 i g 11 9 40 27 jfYP.) C 8 sru� N.Ts. 9 e g E �71 HORIZONTAL CROSS SECTION �� HORIZONTAL CROSS SECTION 4 Ouhwing shown-7nswng 3 HORIZONTAL CROSS SECTION ax en LFS s wwnxo xo: e oW approved q Oulsw ng configum#on 4 Ouhwmgshow6 In"Mg FL-15213.15 2 � afso aPProved 4 a 9 � sxEEr UONBWMI s S 0 p Sl'f1ZS1-1i ax a�warda N01103S SSONJ 7V011N3A q I BuuooBwnynp S NOL03S SSONJ 1VJI1N34 £ E Sil X1, an'um 'S' mx zt sl zo�ro a z a a ° �•z 3 A d � LE �� ? � N ZE 06 a01N31N1 NOIN31X3 p "a m K aOI89INI GOODS o my )100q-qns%l/Mumogs f NOLLJ35SSONJ7VJ11N3A Z Penmddoosio euµSSOUZ) sBuMA S G N011J3S SSONJ 1VJ11N3A l q 4 o NOINKNI aOIN31X3 40Ia31Nl NOla315(3 a n g lZ y =ny o pZ B OZ • . ®.a c 3 a Ce ui • a A u u0prepoo Buwm 9 NOLJ35 SSOM07VOLLUM 4 '90-ISANI SOla31X3 �0nggnsXl/Mu�4S 9 N011J3S3SOUIVJ11a3A Z SOMINl aOla W Pug 4000 wok,£ •poag agl ul yyp wall 10 (Z) puo gwo(poa to dol ww1,S'11 puo „lS'S'OE',AI p8400 o1 ylq wall to (V) 4L-awoy aypapls agl 0; panoas lauod aglapls.I a10N Buy�w1-umoys8 duvnyrp 9 No11�3s ssoa� 7v�ua3n e WEN N1 aola3M Bu7mivl-�4�d�'MsIoO/ Y l N0103SSSoaJ 1VO11a3Q aOIN91Nl 40183M =y � �Mal r St'flZSl—li tIVJ3017090V3UYH�1M UV/3039NIH sft Je OD Hr as nw [L 'S1'N ans zt st zo. z N £L ll OL 6 9L A 0 9WVf3xINLS u0µon4su033onq)nX, 0sOW zw .9 ':lone Xz awm L SNINUO ANNO" I� �11 •b �l 311L-L „Y/L 0013 A -Z/L•Z .P/L-L .6/L M11 lohlf�,lN� Flfttl g3�`JntvNb915.NlW ��tl Ai1NCiSf+W O1:�J1ttl7lV31�NtHf fN�tY. ....I 9XIGY ..: 19 :. ,7►S7H7Al7 �d..iL ... �lQl�Nk!' :elgol logauD ele/OuoJ g •papseoxe loU 9JD MOISUeWp.N3MO NO XHW„ agI wnsua of pagnbai egAow vagOUD alenuoo IDUopppD'slulO(IDIIOW of aOUDPO a6p0 •Uw agl golulow of palrnfpo ag4snw„NMN30 NO'XVW,, SD paIOU SUOIIDOOIIOWUO OIWUOD 11 '$IUIo(IDlloW Ol eDUDJSIp a6pa •ulw Gqj urolulow of pelsnfpo eq Aow siewoo e4l lD suggDool logouD elenuo0 •z 'Sluawannbel emoMplaluao puD aouoMp abpa luWaHP enDg Aowlallddn$ lualaxp o WOq vagouo olenuoo IDnba to uogr4UMS '! �AlON NOHJNY313NJNOJ 9WVf 3�JNIH 'JNRIOH7NVX7718 _ • 4 III — III • � � III III AINO I �I� 30N3N313N 801 NMONS \-zone xz III NOMnW zo .Qtg III III L III 0NINUO — ANNOSVW III sewer v av3 'd U 0 III III —f 9 !—� .9 J r� 6' 6 x Ir � to TYP. HEAD & MASONRY _ JAMB H OPENING T L o TYP� FRAME ^1 MULLION Ci HINGE DETAIL 1v= O 1XBUCK — 28 F— 13 1 1YP. ® SILL F 13 I 27 b HINGEJAMB FRAMEANCHORING STRIKEJAMB LATCH 6DEADBOLTDETAIL Masonry IX buckconstructlon CONCRETE ANCHOR NOTES: 1. Substitution of equal concrete anchors from a different supplier may have different edge distance and center distance requirements. 2 Concrete anchorlocalloris at the comers maybe adjusted to malntam the min. edge distance to mortarjoints. It concrete anchorlocaHons noted as MAX. ON CENTER" must be adjusted to maintain the m1n. edge distance to mortar jams, additional concrete anchors may be required to ensure the "MAX. ON CENTER"dimenslons are not exceeded. e 3. Concrete anchor table: ANC11fXR .ANCNtlk JN1N .; #NiN'LAR4NE7A lNIN,CtEARANCRTS; IYPL' SITS �MBEFYAANE IHASt3NRXE4GF }1pJRt£NiANCff©�;: ITW 1/4' 1.1/4' 2.1/Y 3' ITW 3/16' 1.1/4' 2.5/B' 2.1/4" 5 BILL OF MATERIAIS REM DESCRIFTLON MATERIAL A IXBUCKSGr_OM WOOD B 2X BUCK SG >= 0.55 WOOD C IN MAX. SHIM SPACE D 1/4" X 23/4" PFH ELCO OR OW CONCRETE SCREW STEEL E MASONRY - 3,192 PSI MIN. CONCREiECONFORMING TOACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F 1/4' X 23/4"PFH ITW CONCREIE SCREW STEEL H 1/4'x3.1/4"PFHITWCONCRETE SCREW STEEL 1 I/4' X 2-1/4" PFH ITW CONCRETE SCREW STEEL J 1/4"X3-21M PFH ITW CONCRETE SCREW STEEL K #10 X T PFH WOOD SCREW STEEL L #8X2-1/2'PFH WOOD SCREW STEP, M #8 X T PFH WOOD SCREW STEEL 7 FORCES WEATHERSTRIPPING BY ENDURA FOAM 8 COMPRESSION WEATHER STRIP QLON 650 BY SCHLEGEL FOAM 9 4" X 4" BUTT HINGE---ST—EET- 10 #9 X 1° PFH WOODSCREW STEEL 11 #9 X 3/4" PFH WOOD SCREW STEEL 13 #8 X I-I/Z' PFH WOOD SCREW STEEL 17 KWIKSETKEYEDENTRY - SIGNATURE SERIES STEEL 18 KWIKSETDEADBOLT- SIGNATURE SERIES 780 STEEL 20 FINGER JOINTED PINE FRAME, HEAD & HINGE JAMBS WOOD 21 POLYFIBER JAMB COMP. / VINYL 27 LATCH STRIKE PLATE STEEL 28 DFADBOLTSTRIKE PLATE STEEL 29 SIDELITESPACER PVC 30 INSWING VINYL DOOR BOTTOM SWEEP BY ENDURA VINYL 31 OUTSWING BUMP THRESHOLD ALUM. 32 VINYL DOOR BOTTOM SWEEP #3628 BY HOLM IND. PVC 33 INSWING ADJUSTABLERES THHOLD 8Y ENDURA ALUM. / WOOD 34 INSWING ADJUSTABLE ALUMINUM THRESHOLD BY DLP ALUM. / WOOD 35 SHOE MOULD 5/8"X3/8' WOOD 40 DOOR PANEL- SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS 41 DOOR SKIN MIN.0.075°THICK) FIBERGLASS 42 TOP RAIL CELLULAR/PVC 43 LATCH & HINGE STILE CELLULAR/PVC 44 REINFORCEMENT WOOD FOR LOCKS 20' LONG) WOOD 45 BOTTOM RAIL CELLULAR/PVC 46 POLYURETHANE FOAM BY NAN YA POLYURETHANE 47 CONTINUOUS LATCH &HINGESTILEREINFORCEMENT WOOD 49 GLAZING COMPOUND SILICONE 50 SIDEUTEPANEL-SEESIDELITEPANEL DETAIL SHEET FOR CONSTRUCTION DETAILS SILICONE 51 SIDETJTE TOP 8, BOTTOM RAIL BY NAN YA CELLULAR/PVC 55 UP LITE ODL/WESTERN REFLECTIONS HP POLYPROPYLENE 56 1 GLAZING SPACER ALUM. 57 1 #8x 1-1/2' PFH LITE FRAME SCREW STEEL m F�-4S6°�� � �456'�I� T7-2.44' 2.13°—j 244' 2.13"—►{ 20 D650 .Iamb HEAD ft SIDE 21 paNlaerpmD �456'�� �ZADJUSTAELE IIISWING THRESHOLDT 4 68" �� OUISWING 6UMP THRESH0ID 0.S' GL SS I' MIN. BITE GLASS THK. t>2' 49 ��••i 1/8"TEMPERED ��''%';:tS'�• GLASS AIR SPACE OPTIONAL DECORATIVE INSERT t,��•� AIR SPACE 56 1/8"TEMPERED GLASS GT GLAZING DETAIL w