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HomeMy WebLinkAboutProduct Approval RECEIV"�U AFK p5 FIFE- p ' to plastpro lit 5200 W. CENTURY BLVD. Z 1 - Gin s 6y < LOS ANGELES, CA 900451-1 ,rtg�IFl1I1 Ili8 cl _ Smooth/Wood Grain/White Wood Grain 3037M MAX, Rustic/Mahogany a a Sedes N Fiberglass Door INSWING/OUT'SWING a �' "NON-IMPACT" / " q } a _ 4r qv�� GSdERAi NOTES .. X � o a I. This product has been evaluated and is in compliance with the 5111 Edition {2014)Florida Building Code(FBC)structural requirements excluding the"High Velocity Hurricane tone"(WHI). o o 2. Product anchors shall be as listed and spaced as shown on details.Anchor / embedment to base material shall be beyond wall dressing or stucco. /l� 3. When used in areas requiring wind home debris protection this product is required to be protected with an impact resistant covering that compiles with 8 g Section 1609.1.2 of the FBC. 4. For 2x stud framing construction,anchoring of these units shall be the some as that shown for 2x buck masonry construction. S. Site conditions that deviate from the details of this drawing require father engineering analysts by a licensed engineer or registered architect. MILE OF CONJIM � SHOTO DESCRiVON cc Z- tS r Ma' �, t N5rr (P3FI: 1 kroll elevdtion,design pressures 6 general notes 4t ,wF S rt1 {yam ` a 202116112 = 3 Horizontal cross sections �A SikING,, 'RtMFdSit1�V < 1YPr r, PICISitlt+rr `fVECli1 � N.T.S. m' JK 4 Vertical cross sections INSWING 3730"x 82.80" +47.0 ^50.0 aoc,BY. LFS a 5 Buck and frame anchoring-2X buck mownryconstruction ell6 Frame anchoring-iX tuck masonry construction OUMWING 37.511"x 80.50" + " 50.E ^50.0 FL-15213.14 7 Big of Materials,gtarlrrg detail S components a O MW 1 OF 7 O a And 55 _`a���....... .. �j r��' tn G1 INTERIOR 41 43 f d cin 43 e 3soa�MAx. 47 EXTERIOR 46 41 ��` a a DOOR o z PANEL WIDTH 21.0(rMAX 1 HORIZONTAL CROSS SECTION 4ba D.L.O.WIDTH 138 2 � 0.98° 1.59°-TM{ �o a 159" F-1 - {� & LI IBJ L 55 m a _L ar o 0 mI �ZlA1CN8H1NGESRLE H RCHI7EMWOOD IL &I t Ed 42 CetularPVC "� woodre[ntorcement FotloCk 15 CeM,PVC INTERIOR' EXTERIOR a a = X c S1 1.19" o o v ® Z GLAZING COMPOUND 0.5"GLASS ]"MIN. BRE GLASS THK. G1En - 1/8"TEMPERED g L GLASS Ln AIR SPACE 41 � or OPTIONAL 46 R NiNGEA TCN if DECORATIVE INSERT a CeMilarPVC ` AIRSPACE 3 ".. t.:$• 1/9-TEMPERED Q GLASS + 00 ANR GLAZING SPACER UP LITE ODI/WESTERN REFLECTIONS HP DAM 02116112 = w f VERTICAL CROSS SECTION N.T.S. ` Y Gt anc er: L.FS � nRMW N04 n FL-15213.14 n sxecr-!-OF 7 R�CIIentAPlastpm,Inc PERMANEWcrtda Prod=Approvals\FL-IS2131C-D:svrUtgs\CumenllFL-I521312.18.divg.314 e a � 117 c C s n s •a . O W� � II 9 0 9 8 P` P Pi 0 - � r o IA V Ca3 A � A A p9 W W W Pd IPCiV W W Ip O ? 0 M �7® ® �sN rs o0OV: 09 "Aa 27 79 r a. a•V 10 O 3 � Ba O 0 a av ��41111t1!!!/ No.43409• i l?fit yet-.r PRODUCT: 'rN1 a ZC LyndonnF. 9dsBY•��s�' L S F- No4340 BEIAS � DOR $ y rn PART OR ASSENElLY: )Z( 0UIL61N0 CONSULTANTS, INC. W iq 14 UPDATE TD STN®. 2014 F8C JK p,0. eox 230.Valriaa, FL 33595 7 I� v HORIZONTAL CROSS SECTIONSNO DATE Ph* N1305 CAN199199 R VSONS F13PE 83 • 0 201 2 R,W,BuILaINa OaNCULTANTS INC. a alant0lastwo,Ux PERMANVIMFlorida Product APP:wals\FL•1SMC-DrawingsKanenffL-15713.12.1&dwS 414 - m ° G m O n O ° V •Z1 M 0. (y� . . o.1 xy ZenN ♦. T O •v A FA M m v �a a •° 2 0.15" o CSINK m 1 1-1/4'M1N. EMB.(TYP.) ° m A �• 70 O F O m p' 70 e �j v .•;. N I� '. 70 n y n D n . • 7C m eNi! =N •7 M CO W DQ O Z .- $ ° p A O O M m A 1-1/4°A41N, EMB.PYP.) ltl!//eftI', '• No.43409 o �+ PRODUCT: oaa:mem�t:raparao 6)nai a� I� u FlP GtASRS DOOR P a N F.�9 rae '�i��`oe�� ''�`.•' �� PART OR ASSIilABLV: BURRING CONSULTANTS, INC. IV S•+ y Uf JNODW 3 UPDATE 70 5TH M. (2014)FEC IJK VERTICAL CROSS SECTIONS yY P.O. t3ox 230. Valrko, FL 33595 A fV BY Phono No.: 813.689.9197 REVISIONS FBPE CA to. 9813 82012 R.W.B..W,.a CO.--1n0. &JAMBS TYF.READ& MPETNING MASONRY JAMBS O �' Ci Cw OPENING y tie a FRAME z� 2X BUCK- z 2X BUCK , 0 o o UU O DUCKANCHORING STRIKEJAMB tMasonry2Xbuckco.WcfFRAMEANCHOIWG ton Hi,YGEJAMD z o 8 CONCRETE'ANCHORt+tOTf;Sz 1.Concrete anchor facalkans at the Comers maybe adjusted to maFnfafn the min. 12 edge distance to mortarjoints. 2.Concrete anchor locatFons noted os IMAX.ON CENTER"must be adjusted to 0 maintain themin.edge dW=ce to mortarjoints additional concrete anchors R may be requ6ed to ensure the MAX ON CENTER"dimension are not exceeded. 3 Concreteandwrfable. 4 !2 lC4tN GfEAFtAtftCt R>IUV CtEARAtfCE a a tNCNQA� ANCl3t�k AftN o YO Mg5f7NRY. YO}IDJACEt{I" 10 —0 TAPCONO i![ 3-ij4" r G" M li wtE an US Q2116112 12 °z sauE N.T.S. ELco 114° 11-1m 1" a" 2T JK LILYBAcaN� as ? WOODSCRcW INSTALLA7fON NflTE3 DPAWC 10.- 1.Maintain a minimum 5/6"edge distance 1"end dtstonce,&1"o.c,spacing of LATCH d DEADBOLTDETAIL HINGE DETAILFL-15213.f 4 N wood screws to prevent the splitting of wood. o sxEEr 5 (w_.L \A �. I i�1'•. c to o 10 : Z$z,4 TYP.HEAD& \[�a a MASONRY JAMBS 11 �i ' 'm a .p � kl OPENING oz° S a HINGE DETAIL z mo FRAME o z$ XE T- — z 1 '— � o � s x 1XBUCK Uz G o G 27 N a1 6P z SMKEJAMB FRAMEANCRMG HINGEJAMB LATCHSDEADBOLTDEMIL 8 in Masonry IX buck conshuction CONCRETE ANCHOR NOTES: 2 ds 1.Concrete anchorfoca8ons at fhe comers may be adjusted to mafnfafn the mtn. edge distance to mortor/atnls. 2.concrete anchorfocaUonsnoted as MAX.ONCI3NTER"must beadjustedto $ malntaln the m)n.edge dsfance to mortarjolnls addlilonal concrete anchors G maybe requked to ensure the MAX ON CENTER'dlmonsbn are not exceeded 3.Concrete anchor table MiN NCE LEARANC CLEARAMM CE .g'd ANSNOR'ANCHt7F( MIN ~o 0 TYPE bMBEpMEEYI' t1)auAs©1NRr Yc1AwA¢ENT .._EDtit :ANCNtik ^z v TAITW 0 1/4" 1-1/4 7 4 —02116112 = sru� N.T.S.ELCO g ULTRA ON 1/4" 1-1/4" 1" 4 owa er JK m' s0 3/16" i-1/4 3" 1.1/T cwc er: L FS 3 E TAPCON rc WOODS INSTALLATION NOTES: owswwc so; F1-15213.14 N I.Matntain a mintmum S/B"edge dfstance,I"end distance,EL 1"o.a sparing o/ d sx[Fr 6 OF--Lwood screws to prevent the spGNing at wood. G a ge Bru OF MATERIALS • Mz _Z p 1. HEMI DESCRIMON MATERIAL '�. >'•.. �• o B 2X BUCK SG>=0.55 WOODi i.1� 0 0 o z C 1/4"MAX.SHIM SPACE - x z 4 D 114"X 2.3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL i m€w E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 u G 3/16"X 31/4°PFH ITW CONCRETE SCREW STEEL $Z H 1/4"X31/4"PFHITW CONCRETE SCREW STEEL ke v J 1/4"X 3-3/f PFH BW CONCRETE SCREW STEEL 5i ° K #10 X 2 PFH WOOD SCREW STEEL 4.56' I n L #8 X 2-1/2"PFH WOOD SCREW STEEL M #8 X 2'PFH WOOD SCREW STEEL 7 FORCE 5 WEATHER STRIPPING BY ENDURA FOAM z$ a 8 COMPRESSION WEATHER STRIP QLON'650BYSCHLEGEL FOAM 7—I o 9 4"X 4"BUTT HINGE STEELr f--244" 213' 10 #9 X 1"PFH WOOD SCREW STEEL 11 #9 X 314°PFH WOOD SCREW STEEL AD a Slo o 17 KWIKSET KEYED ENTRY-SIGNATURE SERIES STEEL ZO Jomh 18 KWIKSETDEADBOLT-SIGNATURE SERIFS 80 STEEL 20 FINGER JOINED PINE FRAME,HEAD&HINGE JAMBS WOOD a a 21 POLYFIBER JAMB COMP./VINYL SAT s 27 LATCH STRIKE PLATEP STEEL 4.56• 28 D SWING VINYL D PLATE STEEL 30 INSWING VINYL DOOR BOTTOM SWEEP 8Y ENDURA VINYL 31 OUTSWING BUMP THRESHOLD ALUM./WOOD r 32 VINYL DOOR BOTTOM SWEEP#3628 BY HOLM IND. PVC 33 INSWING ADJUSTABLE THRESHOLD BY ENDURA ALUM./WOOD 34 INSWING ADJUSTABLE ALUMINUM THRESHOLD BY DLP ALUM. WOOD �ZADJIISIAeU INSWI c THR Ho AeIE c 6 N 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS - 41 DOOR SKIN MIN.0.075"THICK FIBERGLASS H 42 TOP RAIL CELLULAR/PVC 43 LATCH&HINGE STILE CELLULAR/PVC 4.68' 2 44 REINFORCEMENT WOOD FOR LOCKS 2U LONG WOOD 45 BOTTOM RAIL CELLULAR/PVC = 46 1 POLYURETHANE FOAM BY NAN YA POLYURETHANE �_ p 47 CONTINUOUS LATCH&HINGE STILE REINFORCEMENT WOOD g 49 GLAZING COMPOUND SILICONE z n 55 LIP LITE ODL/W[STERN REFLECTIONS HP POLYPROPYLENE n ollrswllvc euMP 1t►r�sxoio DAM 02116112 = 56 GLAZINGSPACER ALUM. 'o SCME N 57 #8 x 1-1/2'PFH LITE FRAME SCREW STEEL owc erJK m' s" cNN.Dr: LFS 3 is DRAMND NO- FL-15213.14 0 6 sicEr Z of 7 A