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- NAN YA PLASTICS CORP. <br />PLASTPRO INC. <br />9 PEACH TREE HILL ROAD <br />L IVINl3STON, NEW,IERSFY 07039 <br />DISTINCTION SERIES <br />GLAZED FIBERGLASS DOOR <br />INSWING / OUTSWING <br />rrNOWIMPACTrr <br />GENERAL NOTES <br />I . This product has been evaluated ono is in compliance wlrn the 2007 Florida Building Code <br />(FBC) structural requmvincnts excludiny the "High Vebcily rtuiik une Tone' (HVHZ). <br />2 Product anchors sholl be as listed and spaced as shown _-1, details. Anchor embedment to <br />base material shall be beyond wall dressing or stucco. <br />3. When used in areas requiring wino borne debris protecfic this procucl is required to be <br />protected with an Irrpoct resistant covering that complle, with Section 1609.1.2 of the 2007 <br />FBC, <br />.4. For 2x stud homing construction, anchoring of these units mall be -he some as that shown <br />for 2x buck masonry , orittruction <br />5. Site Condit ons that deviate prom the details of this drawing; reoutre further engineering <br />analysis by a Ilcensea engineer or registered architect. <br />TABLE OF CONTENT, <br />SHEET# <br />DESCRIPTION <br />I <br />Ty icol ele,oticn, design pressures, 6 general acres <br />2 <br />Door panel aetolis <br />3 <br />Horizontd cross sacfions <br />-Terdes <br />4 <br />cross sections <br />5 <br />Buck and frame onct__ng • 2X buck masonry cc struction <br />6 <br />Rome onchnrin - I buck masonry consivocticr <br />7 <br />Bil or motenot., g oz ng detail 8 components <br />I <br />LD <br />7 0 <br />c <br />x <br />0 <br />37.50' MAX. OVERAII <br />FRAMF WIDTH <br />O <br />0 <br />INSWING <br />INSWING <br />37:50" x 82.00" <br />21.00" x 63.00' <br />GI <br />+50.0 -50.0 <br />OUTSWING <br />37.50" x 80.W' <br />21.00" x 63.W' <br />+60.0 -60.0 <br />Irwa. en: AL <br />c1n r. A <br />Y <br />U u <br />IL <br />TYD. HEAD a TYF. HEAD � p 1: <br />d AI•AB JAMBS i <br />MASONRY J' SEE NOTE i MASONRY <br />OPENING SEE NG <br />z <br />i � $ <br />�{ FRAME -� z <br />o Rix <br />2X BUCK <br />U <br />2X BUCK <br />(� o <br />in <br />v a. <br />BUCK ANCHORING STRIKE JAMB FRAME ANCHORING HINGE JAMB z <br />Masonry 2X buck construction in <br />NOTES: 28 <br />J <br />1. I/4" Elco concrete screws anchoring 2x buck require a r,aini,nnum I" clearance to masonry edges, 0 1-1/4"minM imum �� � <br />TJ <br />embedment and a minimum 4' clearance to adjacent :oncrete screws. Substitution of equal concrete screws from a , <br />iD <br />different supplier may have different edge distance anc center distance requirements. Concrete screw locations of tho <br />corners may be adjusted to maintain the minimum edgre distance to mortar Joints. If concrete screw locations noted as ��' o <br />"MAX. ON CENTER" must be adjusted to maintain the mirdmum edge distance to mortar Joints, oddltlonal concrete M DAM D 2 08 i <br />screws may, be requires to ensure the maximum on ceroar dimension is not exceeded. Iukx: N.T.S. 9 <br />27 win BY. AL n <br />anc. an LFS ss <br />a <br />LATCH B DEADBOLT DETAIL HINGE DETAIL <br />e w <br />I <br />i <br />i <br />Wood TODDnD Srr.a oGtPner I f1 (e Q <br />Tablas 700o a teW <br />ead..2aoD <br />k:anmmry <br />Gmmodi4. <br />W 1dIA t h I b GnYHlaa 14 M..d a II9 ly.w.01 <br />78 is 4 laehna"� D'•'I WIdp1 191 / GnuMIM oe Ileac a Ili. piano 25 L2 4 2 18 1/p 4 MM.Ilaron Ow . <br />29 to 1 no 2 2S 112 q no 2 <br />4 no 29112 4 no,__ 2 <br />521;8 4 i 47 4 vM 1 <br />Y°a 1 621re 4 w 1 <br />Ilaleht E{ Lt Ya4 1 <br />25 L3 Eb InwaBaden owe. <br />t v7 Na a ve 21 ve 37re Height L7 L2 L3 Eb Inwn.don ttvre. <br />37 3/8 U2 Na 17i/e 7J in 3716 7 25 2 Na 141/2 20 to <br />49 5/e tin Na 2 37 3/e 2 4 to 2 <br />26 3/8 45 j•1 3 7l8 2 Na 23 1n 73 4 1/2 2 <br />55 1k v2 Na % td 51 No 3 7M 49 5/e 2 Ne 25 t/7 45 <br />e2 ttn 73re 7 55 9N z N, 11n 2 <br />7t'.db Q8 hre 97re 1 -' 291/7 67 q tp 71rz 18378 11 yB 871re 37/8 82 2 7 <br />32 t8 v2 571/7 11n 1 <br />tf3 t trz 28 we 53 5/8 78 i/e 1 7i 7 20 11 in 88 i12 a 1n <br />3 7/e 1 B3 1 <br />2 78 in 41rz <br />1 <br />Moduilr 53 U2 <br />Modular <br />Wlath Eh1�Es Gltbrline of H..d a IIII n0 <br />23,12 q l"MIlanon Dw Width Eh Ea GnYr1111ao.Headatill. w <br />no <br />27n q 2 z31n . .,lsiwnanon t,w <br />3t q 2 271n 4 no 2 <br />351 n 4 7 31412 , 2 <br />391/2 q 2 3510 <br />4 <br />47112 q Y. 1 43Y.7n __. -._ _- _..Yee. _- <br />1 <br />4 <br />an 1 <br />Ha7pA1 Et Lt 47112 <br />L2 13 Eb enwilatimowe, <br />27 12 1 1/2 Na 15 J18 23 Sre J 7re e Et L t L2 L9 <br />351n 11n 2 271n � 2 Eb Irletallatlan t7w <br />to <br />Na /9 are 31 Ste 3 7re Na I5 112 2] <br />z 1 to 351n 11n <br />Na 23 3/e 30 Ste 3 7le 2 2 Na 0112 91 1 in 2 <br />47 7r2 1 1n Na 25 3/8 4J Sre 3 718 47 f/2 2 Na 23 in 39 <br />st 1n 2 471n 41n 2 <br />1 1/2 Na 27 3/e 47 y8 3 718 2 row 25 v2 4.3 q 2 <br />89 /n 1 il7 Na 31 3/e SS S/A 3 7J8 2 81 V. 2 Na 1112 Il <br />1 trz z <br />71 to 2 � V. I,rz <br />193�8 135r8 81 y8 37/e 1 2 Na 311rz e8 Ili 2 <br />&J nrz 1112 31 Ye 55 W 79 de 3 7/8 714 2 Z9 13 to 61 <br />1 e31/2 2 2e 41n h <br />s51n 1 >a ofa 1rz t <br />Fastener I ncation Table Motes Q <br />1) All dimensions shown taken from the buck width or height of the window frame. <br />2) Based on the Milestone Series No. and size of the window to be installed, enter the correct table above <br />to determine the locations of the No. 8 Wood or Topping <br />2 illustrations of right. The applicable installation illustration snisenot d snd thon e t bler Installation No. 1 or No. <br />3) Install the No. 8 Wood or Topping Screws of the locations shown in the table. Tolerance is + <br />4) An installation fastener is only required at the centerline of the head and sill when indicated in the <br />table as "yes". if "no" an installation fasterner is not required at the centerline of the head and sill. <br />5) This table is NOT oppiicoble to the nailing option. See Notes 0, P. 0, and R for nail installation <br />locations and spacing, <br />DESIGN PRESSURE RATING & <br />FBC CODE COMPLIANCE <br />(S) If exact window size is not <br />B <br />BuckFrame <br />zLlisted In fastener location <br />table, use fastener locations <br />Centerline Width <br />of Hand Width <br />listed for next larger size. <br />Eh <br />(T) Installations depleted In these <br />Instructions acceptable for <br />Qdesign pressures to 70 PSF <br />for the window sizes shown <br />In the table. Design <br />Pressures (D.P.) are positive <br />and negative. Overall <br />window assembly design <br />Buck L <br />rrane <br />Pressure may be less then <br />PSF <br />Height <br />and shall obe <br />de <br />determined In accordance <br />r <br />with Note 13 of FLEX20100. <br />L <br />(U) Production Glazing may differ <br />from that tested as allowed <br />Es _ <br />by ANSI/AAMA/NWWDA Centerline <br />t <br />L 2 <br />L3 <br />Eb I <br />10 101A.S. 2, 101A.S. 2/NAFS Of Sill INSTAL I IIDN Na 1 Q <br />or AAMA/WDMA/CSA <br />101/I.S. 2/A440 andyindoSl2. y�l�blllt <br />>36' to 52-1/8, Wide at Head Q SIII <br />applicable Building Code. <br />See Note 12 and 13 on >59-1/2• to 83-1/2' High at Jnnbs <br />Drawing FLEX 20100 for <br />further details. <br />Buck 6 <br />M Structural two by wood buck <br />Frame <br />and/or framing at the head, <br />Width <br />sill and Jambs to be securely <br />Eh <br />fastened to transfer the load <br />to the wood structural <br />substrate per the FBC and <br />the engineer of record-6 <br />details as applicable. <br />M See FLEX20100, Notes 10 to <br />15 for additional FBC Code <br />Buck L <br />Compliance. <br />Frame <br />Height <br />Et <br />i� <br />L2 <br />I M,-; -3 <br />L3 I_- <br />t3e8ei inns/oe <br />seals: Nn <br />Eb <br />Drawn ter; M <br />Chocked sY: 3H <br />1dSI9LLT1_ pN tdD� Q <br />1dJrlotaW SI>!e Aooll nnir <br />to 36" Wide at Heatll.L Sill <br />to 59-1/2, High at Jambs <br />Drawing No. FLD(21120 <br />�y <br />N53 <br />1 <br />2�y�o <br />Z�MMQ <br />y64QQ W <br />w <br />Q y cN * 2 <br />�SJVNQ <br />H <br />?�IDNZ W <br />O <br />