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HomeMy WebLinkAboutEngineering THERMANTRU umi Q M� THERMA TRU DOORS 1 1 B INDUSTRIAL OR., FRAME WIDTH EDGERTON, OH 4351 7 UUMAX• • F '7'76"MAX.PANEL WIDTH C Z�m_eQ CRAFTSMAN FIBERGLASS DOOR 9 W/ FLUSH FIT GLAZING FRAME E M8 INSWING/OUTSWING X y "NON-IMPACT"' 0 H � z� GENERAL NOTES a 1. ibis product has been evaluated and is in compliance with the 2010 Florida Building Code v (FBC(structural requirements excluding the"High Velocity Hurricane Zone"(WHIZ). • O � O � � � �w 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. 1, 3. When used in areas requiring wind bome debris protection this product is required to be protected with an impact resistant covering that complies with Section 1699.1.2 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. 5. Site conditions that deviate from the details of this drawing require further engineering o o in by a licensed engineer or registered architect. N in Q � TABLE OF CONTENTS SHEEN DESCRIPHON 1 Typical elevation,design pressures&general notes 2 Door panel details and glazing detai 3 Horizontal cross sections. a 4 Vertical cross sectionsoVttdtt 9slCtN PRESSURE�PSj N o , SWtN�* FR$MtE i 5 Horizontal and vertical cross sections tit�t�lt_s►oN eostrtT+l N�GAtTIrE z° 6 Buck and frame anchoring-2X buck masonry construction are: 6/30/09 : 7 Frame anchoring-1 X buck masonry construction INswtrtc 37.75"x 82.00" +55.0 -60.0 sir N.T.S. g Frame anchoring-Direct to masonry " ' M.BY. JK m 9 Components OUTSWING 37.75 x 81.17 i$$.o -60.� cwk sr: LFS 3 10 Bill of materials owAwnNa No.: FL-12793.1 0 SHEU 1 ov10 Q 48 N EXTERIOR n :� 47 =" s�-Z NW ti•a 48 i a eA N J4 o _ +v Z m � 1e,S 0 _ 49 g9oe & 4 46 G1 INTERIOR 46 43 a a S >� 49 iL 8 36'DOOR WIDTH HORIZONTAL CROSS SECTION 2 2 - rii .�• � z 20.00" x 1.21" 2.38 l21" SEE 4 0 F2 � / 4 NOTE 18 2 � � � � � as m o0 INTERIOR EXTERIOR o o � � 44 HINGE STILE 43 LOCK 81OCK 47 LOCK LE �I m � a Reinforcement G1 Q = GLASS BITE I+ 1.53" al = O *GrLA THK S O 1/8'TEMPERED ` t GLASS z O AIR SPACE �co 1/8"TEMPEREDGLASS '=tr`4•i's n... � GL GLAiJ G DETAIL 45 ®07TOM RAIL :..:-:', ". 46 ^z u° 40 DOOR PANE! s.•'i,At Craftsman _..---._._ y `'`, 6130109 z 1 {3• _. _ sEUE; N.T.S. ° um.W. m' NOTE; CHK.er: LFS 1.LITE FRAME SCREWS LOCATED 3-1/4- VERTICAL VERTICAL CROSS SECTION MWIN xo.: rc FROM CORNERS AND ON CENTERLINE. 2 J m �✓ FL 12793.1 0° SHEET 2 OF 10 2 �^ EMs.(TYP.j E A � a d z 0 az tj pp 4: 7 a 6 LL m 6 D 1 EXTERIOR 81 2 e ° 3 0 3 3 17 ° ,. 0 O N pn a 10 EMB.(TYP.) c° ' G 40 0.15 B m a� EMB.(TTYP.) D 4 6 70 9 4 INTERIOR CSINK a za OYP.) 3 d 20 ) o B 4 4 �) � CSINK (T IN r3 HORIZONTAL CROSS SECTION_ EXTERIOR 28 3 Shown w/lxsub-buck � p ¢° 7 9 40 8 EXTERIOR >d a Ph � d N a. K INTERIOR p a ° 27 a C p h t 10 L INTERIOR � n 4 ° � a O i Z U b0( 2 HORIZONTAL CROSS SECTION scat N.T.S. L 2 HORIZONTAL CROSS SECTION 3 Irjn gaalso oppoved wn f: cNK e. LFSm 3 Inswing cane�gurptian shown putswmg Also approved DRAWING No.: c FL-12793.1 o sr�x 3 or?0 a ° p E A z m J l, ti a �o 40 L 7 19 40 � 8 7 0 8 z EXTERIOR INTERIOR EXTERIOR INTERIOR 1 VERTICAL CROSS SECTION "' o d trrswingg cont2gurafian Shawn i Outswtng olso approved1 2 _VERTICAL CROSS SECTION c� U 4 Shown w/tXsub-buck EXTERIOR INTERIOR m 31 4014 IS 32 EXTERIOR INTERIOR 33 15 34 1 38 1b 37 c a z �36 y:t a 40 " E d a e P9 y W 2 2 VERTICAL CROSS SECTION 4 VERTICAL CROSS SECTION Z ° 4 inswing confEgurofion Outswing configuratlon 6130109 1b sMf: N.T.S. a 5 Owa,BY: JK m eft ft LFS 3 D&AWW0 No.: p FL-12793.1 0 SHEET 4 OF I C . E N E � N C INTERIOR INTERIOR " �zr5-Y-6 5 6 a Z m v � W I �`� ri +t�T x u aM j EXTERIOR N 1 ° 3 0 5 5 1 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION a 1-4 § Direct to Masonry $ Direct to Masonry } w T 16"jamb 49/16"jamb 5 5 N m w N m � O E a ?n C C �' E 1.5'MAX. g 1.6'MAX. w 12S' m 12S' m °' INTERIOR INTERIOR E MtN-� E MIN. L - / D N CI EXTERIOR EXTERIOR N /C} (RC1) Z EXTERIOR INTERIOR EXTERIOR INTERIOR DAM V30/09 09 x sem: N.T.S. ° 2 HORIZONTAL CR SS SECTION 4 HORIZONTAL CROSS SECTION 5 VERTICAL CROSS SECTION 6 VERTICAL CROSS SECTION D1O'BY. JK cHx.BY; LFS 3 5 6 9/1 flomb onN 5 6-9/,,,lamb onry 5 49116 jamb°� 5 X9%16 jamb my uaAvnHc FL-12793.1 0 SHEET-E-_OF-LO— ¢J _ o s.� 4" '� a I r� °. %TYP.HEAD "a e $ o i $ &JAMBS TYP.HEAD &JAMBS _ 220 d a MASONRY J —� MASONRY,/ Q OPENING OPENING O FRAME D 27 0 U 2X BUCK 2X BUCK LATCH b DEADBOITDETAIL !Q fil m O Y V TYP,@ IL SILL ITI a a in SUCK ANCHORING HINGE JAMS FRAMEANCHORING STRIKE JAMB Masonry 2X buck construction CONCRETEANCHOR NOTES: 9 ' 1.Substitution of equal concrete anchors from a different supplier may have different edge n distance and center distance requirements. q 2.Concrete anchor locations at the comers may be adjusted to maintain the min.edge 10 10 distance to mortarjoints.If concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to maintain the min.edge distance to mortar joints,additional concrete anchors L 1� o may be required to ensure the"MAX.ON CENTER"dimensions ars not exceeded. 10 3.Concrete anchor table: lu� .RNG#fOR ANCHQtt MfN MT�S1 CEEARdNETQ A9TtY CtEARALV133O : l�J 10 DAM 61-30109 °z_ lePF ......5lZ .: fhgBEt)h1$NT hIAS�NRYECtG$ 4p1f4R1kTgNC}ff?R N.T.S. ITW 114" 1.1/Q. 2-1/2" 3" — — CHK.at: LFS DRAWING NO.: EECO 1J4 i-Ij4" 1" 4* HiNGEDETAt1 HINGEDETALL EL-12793.1 0 Inswing o Outswing sMr 8 Gr tQ c �a TYP.HEAD& pd4z �, z o 01 .� J JAMBS -� a m$20 W o�O p MASONRY bn C�1 ov 00 OPENING O 27 °3 r FRAME +d3 LATCH&DEADSOLTDETAIL �v •At U, p --vii- j2 Z o ' z iX BUCKS m � 1 TYP.® ` o SILL 4 10 G a 10 10 G HINGEJAMB MFRAME ANCHORING STRIKE JAMS asonrylX buck constnrciion z a HINGE BETAtL CONCRETE ANCHOR NOTES. Inswing 1.Substitution of equal concrete anchors from a different supplier may have different edge a distance and centerdistance requirements. 1® i 2.Concrete anchor locations at the corners may be adjusted to maintain the min.edge t M ° distance to mortar joints.N concrete anchor locations noted as'MAX.ON CENTER"must be 10 L w i adjusted to maintain the min.edge distance to mortar joints,additiont concrete anchors {� o a may be required to ensure the'MAX.ON CENTER"dimensions are not exceeded. H ' 10 N o 3.Concrete anchor labio: o »o ANCtiCJl AN... Mfl! i!RlIU CtEARA1VC870 ;..Mi F CE keftfCETQ>:i, 10 L TyP� 511EMBEAMElQf 0A1E: 6/30 09 i tk1ASONY±CSE.•, At1 tACNT,4NOH©R 2 scAic: N.T.S. :......:.:: .. MO.ac JK m ITw 1/4' 1.1/4" 2.1/2 3" NINGEpETA1L CHIC BY. LFS i ITw 3/16" 1.1/4" 2-5/$° 2-114" Oulswng DRAWING NO, m. FL-12793.1 0 0 steer 7 or,T,O N tv 5.75 2.37 IAT o 2.3ff Z tj OUTS —11-151500ID 9MUG THRESHOLD N RE IS 'HOLD whT1 - COTP'Sita"a A-tbl"th FO llbltlllStandard substrate O 4.56" 2,37 2.W— " JMWING TnRESHOLD- RE: OwmNG 70RESHOLD 37 34 HWdwooClsjg 33 Ad .?lWoble-lh Standard substrate F trat. 0 5r &M .8 2.37" 1,68" 5i 4 7m-, LD IQ 'LNG THRESHOLD OUTSMNG THRESHOTHRESHOLDPWING Standard substrate Cl Standard substrate 2.36" 4,56- 80 m go co 2 Cli -5 6/30/09 IV s=E- N.T.S. oHEA 'DL WEER c_nwGy. JK m D"— .30, —comm11IG-THRESHOLD — T4 20 . 1P- b WK.BY.. LFS DRAWING NO, FL-12793.1 c 0 BILL OF MATERIALS ITEM I DESCRUTONMAIERIAL A IX BUCK SG>=0.55 WOOD B 2X BUCK SG>=0.55 WOOD C MAX.1/4"SHIM SPACE D I A'X 2-3/4'PFH ELCO OR rrw CONCRETE SCREW STEEL MASONRY-3,192 PSI MIN.CONCRETE CONFORMING TO ACI E 301 OR HOLLOW BLOCK CONFORMING d0 ASTM C90 CONCRETE G 3116'X 3-1/4"PFH ITW CONCRETE SCREW STEEL H I/r x 3-IM PFH ITW CONCRETE SCREW STEEL I 114'X 2-1/4'PFH ELCO OR ITW CONCRETE SCREW STEEL J IXX 33/4'PFH ITW CONCRETE SCREW STEEL K #8 X 2-112"PFH WOOD SCREW STEEL k L #10 X2-1/7 PFH WOOD SCREW STEEL M 3/1 6'X 23/4'PFH ITW CONCRETE SCREW STEEL N 3/1 G'X 2-1/4'PFH rfW CONCRETE SCREW STEEL I EXTERIOR LITE FRAME ALUM 2 INTERIOR WE FRAME ALUM. > 3 LITE FRAME TRIM PVC 06 4 #10 X 1-1/2'PFH SM SCREW STEEL 7 MEDIUM REACH COMPRESSION WEATHER-STRIP FOAM j-j 8 LONG REACH COMPRESSION WEATHER-STRIP FOAM 1--� i5m 9 4'X 4"HINGE.097"THK. STEEL % 10 #10 X 314'PFH WOOD SCREW(HINGE TO FRAME) STEEL 14 THRESHOLD OUTSWING-SELF ADJUST ALUM./COMP. 15 THRESHOLD OUTSWING-5-3/4"COMPOSITE SILL,FULL SUBSTRATE ALUM./COMP. 16 THRESHOLD OUTSWING-5-3/4'COMPOSITE SILL,STANDARD SUBSTRATE ALUM./COMP. Ioff 17 PASSAGE LOCK-KWIKSET SIGNATURE SERIES STEEL CL 18 THRESHOLD OUTSWING 5.3/4"THERMAL BREAK SILL ALUM./WOOD 17 HEADER JAMB SG>=0.42 WOOD -To— SIDE JAMB SG>=0.42: WOOD Yl— DEA09OLT KwiKsEr SIGNATURE SERIES(98D) STEEL -27— LATCH STRIKE PLATE STEEL 28 DEWD—BULT—PLATE STEEL V) 29 SECURITY STRIKE PLATE STEEL 31 COASTAL OUTSWING THRESHOLD ALUM./WOOD 32 DOOR BOTTOM SWEEP PVC 33 INSWING ADJUSTABLE THRESHOLD.STANDARD SUBSTRATE ALUM./COMP. 34 OUTSWING THRESHOLD-5.3/4"HARDWOOD SILL,STANDARD SUBSTRATE ALUM./WOOD 36 INSWING THRESHOLD-FIXED STANDARD SUBSTRATE ALUM./COMP. 37 OUTSWING THRESHOLD ALUM./COMP. 38 INSWING ADJUSTABLE THRESHOLD-FULL SUBSTRATE ALUM./COMP. 40 FIBERGLASS DOOR PANEL CRAFTSMAN FIBERGLASS 0 mt 43 LOCK BLOCK REINFORCEMENT WOOD 44 HINGE STILE LVL/WOOD 45 BOTTOM RAIL COMP. DATE 61,30109 46 INSULATING FOAM CORE POLYURETHANE SM& N.T.S. 47 LOCK STILE LVL/WOOD, Dxc ar JK, 48 TOP RAIL Comp. OHI.BY, LFS .49 DOOR SKIN.079'MINIMUM THK,FIBERGLASS FIBERGLASS MWIW ND-' 'Wimr 10 OF 10