Loading...
HomeMy WebLinkAboutProduct Approval (2) stp 5200 W. CENTURY BLVD. 37.5FPMIn Wff)rd LL om�_� FRAME WIDTH 5 m_° a LOS ANGELES, CA 90045 "on; s oom Q� ?E° E ° `o ONELITE SERIES o FLUSH GLAZED FIBERGLASS DOOR o Z INSWING/OUTSWING Z. _ — cc a"- s "IMPACT''' zoZ Y ?w GENERAL NOTES N W w o U _ 1. This product has been evaluated and is in compliance with the 2010 Florida Building o a� z o Code(FBC)structural requirements excluding the"High Velocity Hurricane Zone" (HVHZ). / a a °' 2. Product anchors shall be as listed and spaced as shown on details.AnchorWL m embedment to base material shag be beyond wall dressing or stucco. 3. When used in anus requiring wind bome debris protection this product complies with Section 1609.1.2 of the FBC and does not require an Impact resistant covering.This product meets missile level"0"and includes Wind Zone 4 as defined in ASTM El 996 !3 and Section 1609.1:24 of the FBC. y p z a o z Ln4. For 2x stud framing construction,anchoring of these units shah be the some as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this draw ng require further engineering v' r analysis by a licensed engineer or registered architect. _ n w 6 TABLE OF CONT&M of a sHEETf DESCRIPTIONO1Cl f{ACt OVEttAfL DES1Gt4t'RL SSUkL*(P5F} a = 1 Typical elevation.desi n pressures&general notes GFA $ 0 0 ° 2 D panel details gkYlllO � L fYPE Z u 3 Hor¢ontalcrosssedons = _.__:r Z?(74tENSfO�f= 15f]Ftt ftStON PF7SITL E MEGdT1SlE- we 02/15/12 z- r —_: m wAz* N.T.S. d 4 Verticil cross sections INSWING 37.50"x 82.00" 26.25"x 65.93" +50,0 -50.0 Mr.fff: JK m 5 Buck and fmme.anchonng-2X buck masonry construction G 1 6 Frame anchoring-1X buck masonry construction OUTSWING 37.50"i80.50" 26.25'x 65.93" +50.0 -50.0 MN°w'""�G N0'lFS a:7 Bill of maleriofs,glazing detail&components � FL=15215.11 0 a sir 1 of '7 5 R:\A-Projects\Project Foldet$\Proj 901-1000\t}f929\15215\15215.11.20.dwg,3.2 CD � O W� n m � O r � V n Z tg Z m M �A W V rp _ Q _ A W � Q W W W N iO W W M o qx y W N r N " m C! Z m . 31 . z PRODUCT; Doe�,rn4nte Pmpomd By: P ASTPRO INC. @�p UtiS}ING CONSULTANTS,tNC. N FlBERCLASS DOOR JL •o. Bo.23o vat laa PL 335e5 (W C» Phane No.:E13.eS9.9197 Florida Boar!of Profas.lonai E.91... $ ;•� Cn PART OR ASSEMBLY: Dartinaota of thodza0o Ne. 613 I� Y cn I 2 27 23 RE1?SFA GLAZING DETAtt. RW NORt20NTAl. CROSS SECTIONS �"��'o. 981 ra NO DATE BY 7-i3 REVISIONS Lyndon F.Schmldt.P.E.No.43409 0 2012 R.W.BUILDING CONRULTANTB IND. R:\A-Projects\Project Folders\Pro)901•1000\pf929\15215\15215.11-.20.dwg.4.1 t m A W O Z7 O 0 m A-+ 0 Q TO .0 0A a a 00m a'< ❑ tj < II r- O b yt "' m a170 ,n r p. nd v'� 'r O d ..aa 0.15" e ° C'SINK —� m (TYP.j M!N- EMB.(TYP.) o a a` v m ,a O n O `n .a6 0 �o • .T a V� 0 o v A O ' 0 0 1-114 MIN. EMB.(TYP,j PRODUCT: 0--t. Prapond 970 ='d i PLASTPRO INC, ��t�BUlt.D1NC CONSULTANTS,INC. FIBERGLASS DOOR iA/P.O,eox 2so vahlf FL 33390 I•P N YYVV Phone No.: 013.039.9107 N'• ? ... PART OR ASSEMBLY: Ftorfdo 8—rd of P-feeeiaE.91"—.En9lnn i 2 27 73 RENSED GLAZING DETAIL RW I COrURcate 0 Authorizotlo No. 9813 NO DATE BY VERTICAL CROSS SEC77ONS 2�/3 REVISIONS Lindon F.Schmidt, P.E. No.43409 02012 R.W.SUILDINS CQNHULTANTe IND. A n W Z z �tm oc�a fn 2 w Q •.t�s TYP.HEAD JAMBS o MASONRY TYP.HEAD& 3 3 a=o g $ V: OPENING MASONRY JAMBS m a a m 8 m OPENING 05 az v W 8 mo FRAME _ _. _._� cxvo I � a� 2X BUCK zQ ate'"o 2X BUCK m � er am a o� U� 0 O y 6 h . d � a ------- BUCK ANCNORENG STREKEJAMB FRAMEANCNORtNG HINGE JAMS o O NMasonry 2X buck construction z 6 � � CONCRETE ANCHOR NOTES: W I.Substitution of equal concrete anchors from a different supplier may have different edge En ndistance and center distance requirements. 2g 9 ea Z 8 2.Concrete anchor locations at the comers may be ajusted to maintain the min.edge o o distance to mortarjofnts.If concrete anchor locations noted as'MAX.ON CENTER"must be K z ad'steel to maintain the min.e M a a N edge dstance to mortar joints,additional concrete anchors N o n may be required to ensure the MAX.ON CENTER"dimensions ore not exceeded. 1 Z _ a 3.Concrete anchor fable: — o° m N ftf R<;At# tiOR:: :`r...... lit' C':: ''t ❑ M K a :::::_...: ......:„......{I. MASi2N1tY EtlGE J10JACE�IT tiNCHOR a>F: i T 51 Z :�;::TilPE;;;:: < a>:'S E: .. MBEOMENT T1 wALE N.T.S. 9 :_::_.�:;:>;::;:cc: :.:::::.-:::::<::: ......_. .....:... ... ....... ........ ......... ......... ......._ 27 j� 11 owc.By, JK m' tTW 114" 1-114' 2-1/2' r rine ar, 9 3 i s ELCO 1/4' 1-114" 1" 4" TATCNdOE11b80L7DEtA1C NtNGEtlETAtt DNA1""sno.: n FL-15215.11 a gsir 5 or 7 0 RAA-Prolects\Prolect Folders\ProI 901-1000\pf929\15215\15215.11..20dwg,6.1 ' � N _ q o Caoo0� qoD kw 37.56 RMse 91 n z "m 0 r2.1 �D q $ O z 77gg��.vv. z O X Fi'SA:k TI z z %: Dga < EL 3 rn kgp n ' az: DZ In � 3 � 3 rp$ m . fin[:n: o X M >_ ` r•. p:Q y o — "= w � 0 Q I 1 I I T � 8.CENTER x_ ym i m I Fes-30" ►{ 30" 9.68" s �4 a. >* i O m v v o y r l7 V• Y/ "O Q PRODUCT: Documents Prepared By: r PLASTPRO INC. �p RW BUILDING CONSULTANTS. INC. 1 2.Z0 F713ERGLASS DOOR RWP.O. Bo. 230 Valfco FL. 33595 10 Phone No.:813.858.8197 N �• ? Florldo Board of Professional Englneera PART OR ASSEMBLY: �' f— � ~ � CeNBcate Of Autharizatlan Na. 9813 V j x cn 1 2 27 13 REVISED GLAZING DETAIL RW FRAME ANCHORING 1X BUCK w NO DATE MASONRY CONSTRUCTION C?-� Z•z-2 REVISIONS Lyndon F.Schmidt, P.E. No. 43408 0 Mala R.W.13UILDINO CONaULTANTe INC. lh F- 4.56' -{ ^ f 456" ^I ^ !J o t I I LI I� "?N Z^ A. BILL OF MATERIALS ITEM DESCRIPTION MATERIAL II I I I N>nm d A 1 X BUCK SG>=0,55WOOD5 B 2X BUCK SG>=0.55 WOOD C 1/4"MAX.SHIM SPACE U ° HEAD b SIDE HEAD d SIDE o J D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL YD Jenb OIL fiberJamb 5 4 MASONRY-3,192 PSI MIN.CONCRETE CONFORMING TO ACIl m a a m S E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE G 13116'X 3-1/4"PFH TTW CONCRETE SCREW STEEL 5.63" H 1/4"x3-1/4"PFHfTW CONCRETE SCREW STEEL 4.56' ; J 1/4"X 3-3/4"PFH ITW CONCRETE SCREW STEEL K #9 X 2-112"PFH WOOD SCREW STEEL z L #10 X 2-1/2"PFH WOOD SCREW STS — ryiQ M #9 X 2-1/4"PFH WOOD SCREW STEEL Go Z 7 Q-LON 650 WEATHER STRIP SCHLEGEL FOAM 9 4"X 4"BUTT HINGE STEEL ADJUSTABLE INSWING THRESHOLD ��ADJUSTABLE INSWING THRESHOLD 10 NOT USED J 11 #9 X 3/4"PFH WOOD SCREW STEEL aU w `a Ad o 17 KWIKSETKEYEDENTRY-SIGNATURESERIES STEEL 18 KWIKSETDEADBOLT-SIGNATURE SERIES(780) STEEL 4.68" 20 FINGER JOINTED PINE FRAME.HEAD&HINGE JAMBS WOOD m COMP./VINYL a a 21 POLYFIBER JAMB ry 27 LATCH STRIKE PLATE STEEL f � m 28 DEADBOLT STRIKE PLATE STEEL T 30 WEATHER-STOP 3647 HOLM INDUSTRIES VINYL 31 OUTSWING BUMP THRESHOLD ALUM./WOOD 31 ourswiNG BUMP r11RESHOLD 33 INSWING ADJUSTABLE THRESHOLD BY ENDURA ALUM./WOOD 34 INSWING ADJUSTABLE ALUMINUM THRESHOLD BY DLP ALUM./WOOD a N 38 GLAZING SPACER ALUM. o 0 39 GLAZING BEAD PVC z 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS 39 41 DOOR SKIN MIN.0.075'THICK FIBERGLASS 42 TOP RAIL CELLULAR PVC 1"NOM. o 43 LATCH&HINGE STILE CELLULAR PVC s GLAu GLASS THK. 44 LOCK REINFORCEMENT WOOD B� 1/8"TEMPERS x 45 BOTTOM RAIL CELLULAR PVC P GLASS =' ° 46 POLYURETHANE FOAM BY NAN YA POLYURETHANE AIR SPACE N o 47 CONTINUOUS LATCH&HINGE STILE REINFORCEMENT WOOD 1/8"ANNEALED GLASS N z c 49 GLAZING COMPOUND DOW 995 SILICONE = .090"BUTACRE PVB BY DUPONT DATE:02115112 i 49 38 1/9"ANNEALED GLASS SME. N.T.S. D.G.BY: JK m Q ax.BY: LFS 3 Gl GLAZING DETAIL DRAWNG NO: ci FL-15215.11 a SHEET 7 OF 7