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HomeMy WebLinkAbout10�I - - _ - — Ix6 gutter u/a of calling Jolata Ix6 frieze Ix6 corner lap aldfng 30 )"L! top of fir. aheathfng t gar, rftr_ brng- toy 0- u/a of califng jofata WVW put C& top of floor aheathing - E3— LEFT ELEVATI0N SCALE: 1/4" = V-0" FRONT ELEVATI0N SCALE: 1/4" = V-0" rd yard top of den plate he(ght rowlock top of floor aheathing it PA rl� 0 rA I O M o M � M � � M March 19, 2002 DRAWN Bl': Ka INOROPERA SCALE: AS SHOWN REVISIONS: March 113, 2002 SHEET: 1 0'� 00 W Q LI fl J a- N I N J 40 nZ N co O x LA � I F N F Z Z o Q d Q U it PA rl� 0 rA I O M o M � M � � M March 19, 2002 DRAWN Bl': Ka INOROPERA SCALE: AS SHOWN REVISIONS: March 113, 2002 SHEET: 1 Q c� Ix6 rake 1x6 frieze brick vat top of den plate height T 20 i top of floor sheathing Ca 01 RICHT ELEVATION SCALE: 1/4" - V-0" 10% REAR ELEVATION SCALE: 1/4" = 1'-0" Ixb gutter board 1x6 frieze board _ T u/s of calling joists `r) (f) � O lap Biding Q Co d 1x6 corner board N N IxIO bait board J Z top of floor sheathing brick soldier course i - - - - — u/s of ceiling joists brick soldier course L_d CC) N brick sill LA %n � top of floor sheathing L� M■■I r� s Pon ri r r� , MPM I r (� I■I■1 r pk r �I I 1� 1 f s V1 o �o M o M � M March 19, 2002 DRAWN BY: K, INCROPERA , SCALE: AS SHOWN REVISIONS: March 1% 2002 SHEET, T d `r) (f) � O Co Q .� d � N N J Z � z n L_d CC) N LA %n � a Q v 7::f d li L� M■■I r� s Pon ri r r� , MPM I r (� I■I■1 r pk r �I I 1� 1 f s V1 o �o M o M � M March 19, 2002 DRAWN BY: K, INCROPERA , SCALE: AS SHOWN REVISIONS: March 1% 2002 SHEET, 91b ^t m 1 8'—V'1 1—a" 14'-4° 56'—So 21'-O" . 21-411 . 31-4" � W TYPICAL GARAGE FLOOR � 1--------------------------------------------- 1 4" CONCRETE SLAB r -/w N ' FIBRE MESH REINFORCEMENT n ' O 6 mil POLY VAPOR BARRIER -Z i 1 1 O x . ``-J io2-7)CO 1 1 00 I I 1 , , I 1 Q , , 1 as , , 1 1 , , I I , , 1 I , , 1 1 , , 1 1 , , 1 I , , 1 1 , , 1 , 13'•0" 1 1 1 1 1 1 , , 1 1 1 � , 1 1 1 1 , , 1 ' 1 , 1 1 , , 1 1 1 , -------------------------------------------------------------- I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 J I LINTEL AT OVER DIG TIMBER WINDOW WELL AS REQUIRED, ALL W/ ALL POCKETS BY POCKETS BY CONC. CONCRETE WALL CONT. WALL CONTRACTOR 1 --------------------- •---------------- ----- -------------------- --------------------------------- • ------------ -J • J_---_______; J o o v o •. =-------- r ---- ------T ______ i ____ ;_; i 1--------- -------------(3) 2x10 BEAM 1 - -- I 1 1 1 •° 1 1�1 1 1 1 1 I 1 1 1 1 1 N 1 Ir 1 1 1 IH 1 1 1 1 1 1 1 1 I,q4-4 1 1 . ' ' 1 BASEMENT LAYOUT 1 1 1 1 1 1 1 1 ----- --- -- 1 1 DROP CRAWL 948 S.F. UNFINISHED'rzzzzJ-----� WALL 32" 1 498 S.F. CRAWL SPACE ' ,---------- 1 ' 17 1 CRAWL SPACE O v UNFINISHED BASEMENT v 1 ' VAPOR BARRIER OVER / ' 1 r------' i ' - O 4" MIN. GRANULAR FILL 1 ' 1 Q ^ 32" MII%L FROM BOTTOM OF 1 1/0 r------' 1 1 21'-4" JOISTS TO TOP OF FILL ; $ ' LINTEL AT OVER DIG I I AS REQUIRED, ALL 1 1 1 I 1 1 ' POCKETS BY CONC. , °. , 1 ,In 1 1 1 WALL CONTRACTOR5' I , • 1 1 -0" G.O. 1 1 ' ' i i IF _______ T--- -r� 1 — — — — — — -- --------V 1 1 = 1 '-------- 1 ' ° "BEARING 1 1 1 1 1 I I 1' ----------- ' ' TIMBER WINDOW WELL =•� ' r----- -----1 i i ' i i ° i WALL W/ 1 1, 1 1 I 1 1 1 1 SET WI OWE i 1 t11 I 1 ' I 1 1 THICKENED SLAB BY 1= 1 1 1 1 1 I I 1 1 " , � W/ ALL POCKETS BY N 16 A.F. ^ '------____-� °. 1 1 t01 1 1 1 I 1 1 1 1 I ' CONCRETE WALL CONT. L _ _ _ _ _ - - _ _ _ J ' CONCRETE FLOOR CONT. 1 -4--- =- -1 I 1 1 1 1 H.V.A.G- C,41 i 1 , �+ , N 1 ------- --------------1 CANTILEVER I i r 1 777'I JOISTS ABOVE 1 1 ® 1 , I I 1 F.D. 1 L----------- ------------------' i° W/H i ' i ° 1 1 I 6 UP 116 1 1 I I 1 1 1 , 1 ' I ' BEAM i i i i I POCKET 1 1 1 i W/S - r--- I r - - r- - ----------J L---------------- 1 DROP BEAM 1- r- ' 1------------ -----------------------------------y-; 1 1 , 1 i -------------------------------- 18'-0" ---I r -------- --------------- ' i 4°1 - BEARING WALL W/ I i 1 1 " 4 DIA. STEEL POST ON THICKENED SLAB BY ' 36"X36"X18" CONC. PAD CONCRETE FLOOR CONT.1 _ 1 I I I UNFINISHED STORAGE O ' I 1 I I ° ° I 12'-0" 8'-0°8'-0°21'-4u ^ I SLOPE SL 4s5 TO DOOR 1 ' 4. 1 1 1 1 1 sump SUMP r----------------------- 1 1 1 1 1 1 1 1 1 1 1 = 1 1 1 1 01 I UNEXCAVATED I __ _______ L 1 ! .------ ________________r I 1 ' , 1 • • 1 1 ___________ -------------- 1 , 1 � W TYPICAL GARAGE FLOOR � d 4" CONCRETE SLAB r -/w N ' FIBRE MESH REINFORCEMENT n ' O 6 mil POLY VAPOR BARRIER -Z i COMPACTED GRANULAR FILL O x 1 ``-J io2-7)CO 1 00 I I 1 , , I 1 Q , , 1 1 as , , 1 1 , , I I , , 1 I , , 1 1 , , 1 1 , , 1 I , , 1 1 , , 1 , 1 1 , , 1 1 , , 1 1 1 � , 1 I 1 , , 1 , 1 1 , , 1 1 1 , -------------------------------------------------------------- � W � d O N oo N QJ11q n O -Z 1 \'o �0 10 O x ``-J io2-7)CO 00 II �". z Q d as M L 04 GENERAL FOUNDATION NOTES: rA 1) ALL SOIL IS BASED ON 2800 P.S.F., AND CONCRETE IS BASED ON 2800 P.S.F. * 28 DAYS, FOOTERS ARE 16" WIDE AND 8" DEEP UNLESS NOTED OTHERWISE ON PLANS. 2) BASEMENT WALL HEIGHT AS NOTED ON PLANS, W/ SHORT WALLS * CRAWL SPACE OR SLAB BELOW FROST LINE AS REQUIRED. 3) THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND JUDGE FOR THEMSELVES, THE SUITABILITY OF THE PLANS IN RELATIONSHIP O TO THE BUILDING SITE, AND EXISTING GRADES: 4) THESE DRAWINGS SERVE AS A GUIDE TO THE CONSTRUCTION OF THE BUILDING, DUE TO VARIATIONS IN DIFFERENT AREAS, THEY CAN ONLY BE A GUIDE, AND IN NO WAY DICTATE ANY OF THE LOCAL O AND/ OR STATE BUILDING CODES. IT IS THE CONTRACTORS FULL RESPONSIBILITY TO REVIEW ALL PLANS FOR ACCURACY AND O CLARITY, AND TO INSURE ALL SUBS ARE CLEAR AS TO THE SCOPE OF THEIR WORK. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ERRORS IN DESIGN, DIMENSIONS OR OMISSIONS, 5) ALL STRUCTURAL MEMBERS ARE BASED ON AN ASSUMED NEED, O AND MAY CHANGE AT ANY TIME, IT IS THE CONTRACTORS , RESPONSIBILITY TO VERIFY ACTUAL NEED AND SIZES IF NOT SHOWN. (p) ALL WINDOW SIZES LISTED ARE AS MANUFACTURED BY ROCKWELL, E* UNLESS NOTED OTHERWISE, AND MAY VARY BASED ON SUPPLIER, ALL FINISHES AND ROUGH OPENINGS MUST BE VERIFIED BY OWNER/ CONTRACTOR. l) ALL WALLS W/ BRICK ARE l-1/2", ALL OTHERS TO BE 3-1/2" UNLESS NOTED OTHERWISE ON PLANS. 8) ALL CEILINGS ARE 9' MAIN LEVEL AND 8' UPPER LEVEL OR AS NOTED ON PLAN FOR GIVEN AREA. 9) ALL DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE CONTRACTOR IMMEDIATELY BEFORE CONSTRUCTION IS TO RESUME, TO INSURE PROPER STEPS ARE TAKEN. 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IHOnOZl9 39 01 aNV 9310NV'd3N:)91a Try (L "v'3NV N3AI0 NO:i NV'1d NO CDION SV NO 13/13-1 Nacldn ,9 4NV -MA-:n NIV'W ,6 3NV S0NI-1130 T tV' (9 'SNV',d NO 39IMZ13H10 (M I ON SS31Nn „Z/I-£ 39 01 Sz19H10 TPd '„Z/1 -L 2NV >DING IM STIV M TM (6 21010VININ00 /Z13NMO Jl9 a31=llZ!GA 39 19nW 90NMIc40 H0noN 4NV S3HSINI=l TTV 'ZI311ddn9 NO C13SV9 ,kNV'/1 J.VW 4NV' 93ZIS SSV -19 01SV'9 3NV' 431911 S3ZIs MOCNIM TIV (i► 'NI110HS ION =1I S3ZIS 4Nv' CI33N 1VY110V' ,13IZ!SA 01 UI-11919NOCI93N SZJOIZ)VIN1NOO 9Hl 91 11 '3WIl .kNV lb' 30NV'H0 JLVW 4NV 'C133N C13wnsSV NV NO a3SV'9 9NV 9Z139W3W I"n10n?11S Ttv (£ 'SNOI991WO NO SNOISNSWIa 'NOIS34 NI S?IOZI'a!M NOd .11111919NOdS3N -MV S3WnSSV' NOI0V'?JIN00 3H1 '>NOM N13H1 =10 3d00S 3HI Ol SV' ZId310 EINV' 99ns TTV 3ZInSNI Ol 4NV' 'IkIINV'10 CMV' ?JOA SNV'1d TTV' M3IA9N Ol UI-IIGISN0d9aN -MN SNOIDVN1NOO 3H1 SI 11 'S3000 ONIaiin9 31V'19 Z40 /(3MV' 1V`O01 3H1 =10 LNV EIV'101a kV'M ON NI CMV' '3QIn0 V' 39 .oN0 NV:) J.3HI 'GVSNV 1N9J3�Ia NI 9NOI1V'INV'/1 Ol 3na 'ONICi11n9 31-11 30 NOIlOnZl1SNOO 3Hl Ol 30110 V' SV 3/1?!3s SONIMV NC 393H1 (Z '93CIV NV VNI1SIx3 CNV' '3119 VNICI11n9 3H1 01 dIH9NOIIV'T3N NI SNV'1d 3Hl 90 J111119V'llnS 3H1 'SaA-MSW3H1 NOd 304nf (3NV' SNOIIICNOO TTV AAI?!SA -r V'HS NOI:)V?!UN00 31-11 (1 :S310N N'd1d IV!GN39 n0 -,L „O -,ZZ fit- 19 gas szz£ I 3A09V H0?JV 431N3W03S Z-szz£ t"I��Od Q3zl3�0 z -$u£ HOJV (3SIN:a-WV3S ''1'S jrK EZ3/109V IINn ZI004 „O-,£ O Tivm 9XZA1 (cuD sNwnloo 11 I , dV21Rl W(3 .9 A II 11 11 "010 1V'13 ,II XII -010 .tNOIS-L � � 0 IV'1,6 '01� 301 0 I I .lzl1N3 ::6 WOON 'DNINI(3 o "o ups-,zl n n0-,6 I I X n�f8',Il 11b21 !V3d0 �- i i b tl 1 1 1 I I 1 1 1 1 11 11 1 1 1 1 1 1 1 1 I 1 1 I 1 I 1 1 --------- 1 1 ---------------- .9-,Z W- --------------------�-;--ry-;-- o- 9 x O- L I cn x°11' I a MOC1m13S Y,1 WOON Qn W L -V 1 1 1 W N tD 3SV'H0 L71Zb--------------- H03W i._ O ON „�i9-,oZ n8",� n�59•,� „L-,8 1 ; IIS 1 E I O *71rr I L OQW- 1 A 1 O Z D I Ili .� x l i ►� X V''19 D m�LNCINnv- '017 1V'1� ,6 6 � i "010 lb'"1� ,6 � � WOON 1VSNS) ; 1SV`=I>V`aNG N�tt011� 7-4 NW A HINV'3H C139I” I „6 -,OZ "�'�'V' 'NIW „ZI /RI 021 .9t „b� T11S unojLvi 'd' -J A/o SVV 'gdo /m 'alNo 910E lo 04NIm Ul?!SA � tT1 1 I ol IIL -- o o ---_1 •I NOOld NI HSn13 'WV'39 WV'1 ' ' lo L-9ZL£ L-SLL£ 91Z£ W to N WOONNns o 011b`d EI 3NNOO N 3/109V' 1 .91 ntslZ-,L „0-,96 R CA X o� 8,-0„ 0 3224 SECOND FLOOR PLAN SCALE: 1/4" = 1'-0" 1,615 s•r-- I• 20 O r r Cr IQ t r� t Z N a0 r M PER W Q Ld n Ld d N W -j 'n '� \0 � z � a0 Ci -J aj o� o LA :K) C1 x d v LL 14'-4° 21'-0u 0 3224 SECOND FLOOR PLAN SCALE: 1/4" = 1'-0" 1,615 s•r-- I• 20 O r r Cr IQ t r� t r M PER M Am r (� 1Q r Pk ' I■■I Poo 1 O � O O M O M o� � M M March IS, 2002 DRAWN BY: Kyo ONCR®PERQ SCALE: AS SHOWN REVISIONS: March 1% 2002 SHEET: TYPICAL FRAME ROOF: SHINGLES AS SPECIFIED I/Ifo" ROOFING: SHEATHINGS 2x8 RIDGEBOARD 2x6 RAFTERS ® 16" o.c. OR AS REQ'D F 2X4 COLLAR TIES ® 48" o.c. 2X6 C EILG JOISTS ® 16" o.c. OR AS RE( 2x4 RIBBON TIE R38 BATT INSUL. 6 MIL POLY V.B. 1/2" DRYWALL TAPED & SANDED TYPICAL 2X4 SIDING EXTERIOR COMPOSITION SIDING 7/16 " WALL SHEATHING 2x4 STUDS ® 16" o.c. R13 BATT INSULATION 6 MIL POLY V.B. 1/2" DRYWALL TAPED AND SANDED TYPICAL 2X4 BRICK EXTERIOR WALL: BRICK VENEER 7 GAUGE CORRUGATED GALVANIZED METAL BRICK TIES 1/2" AIR SPAC E 1/2" INSUL. SHEATHING 2x4 STUDS ® 16" o.c. R13 BATT INSULATION 6 MIL POLY V.B. 1/2" DRYWALL TAPED AND SANDED TYPICAL SILL ASSEMBLY: 1/2" DIA. ANCHOR BOLT ® 72" O.C. 2x4 PRESSURE TREATED SILL PLATE 1/4" SILL GASKET TYPICAL 8" BASEMENT WALL 1/2" DRYWALL 6 mil POLY VAPOR BARRIER 2" x 4" STUDS ® 24" o.c. BATT INSULATION 8" CONCRETE FOUNDATION WALL ASPHALT DAMPPROOFING R—VALUES: C LG. INSULATION R-38 1/2" DRYWALL R—.45 INSIDE AIR FILM R—.68 mop N 2X4 STUD WALL W/ B ATT R-13 1/2" HIGH R INSUL SHEATHING R-4.6 OUTSIDE AIR FILM R—.17 N 1/2" COMPOSITION SIDING R-1.05 TOTAL R—VALUE: R-19.95 CO R—VALUES: v C LG. INSULATION R-38 N mop N 1/2" DRYWALL R—.45 INSIDE AIR FILM R—.68 2X4 STUD WALL W/ B ATT R-13 N 1/2" HIGH R INSUL SHEATHING R-4.6 OUTSIDE AIR FILM R—.17 CO 34" AIR SPACE R-1.0 — 4 , BRICK VENEER R—.8 —_ TOTAL R—VALUE: R-28.7 TYPICAL WALL SECTION DETAIL a"Xlfo" C.M.U. POURED LNC. WALL FOOTER FOR BLOCK WALL S" CONC. LINTEL C� WLi v a N mop N N LA w� r M N O z u a Q CO 1r� CO �ono��� mad t 1 � w� r M rl■�1 1� roft I■■I t O O FOOTER FOR 9' CONCRETE WALL March 19, 2002 LINTEL DETAIL FOR BASEMENT DRAWN BY: Ko HCROPERa SCALE: 1/4" s 1'-O'l SCALE: 46 SHOWN REV15IONS: March 19, 2002 SHEET: