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HomeMy WebLinkAbout0009 EAGLE LANE - Health 9agle Lane, Cotait A= 002 — 002 — 040-: t 0 i I I I I 7' u Ln Ln -j Ln 00 w Ln LL. 1� U 0 FE:ll L# TF IL a o �� ®® �� (n o 0 cn Ln w z FRONT ELEVATION 0 SCALE: 11411 - 11-0" CD Im F-A co tu J2 Op% IN JX %j LUU1 '-j LU - - -- -- - -- __----__ - a a tu Lu F ® ® ® ® FT I'd El LJ L L r----------I L ——— J L J SWEET REAR ELEVATION SCALE: 114" - 1'-0" 1 a. J05: 0918 DRAWN 5Y; KW rr)A;F, 7/23/09 u 0 z < yo 2 12 d 9 LO 00 0 Ln Z U ui o FIT ® Fr] Frl F HF1 0� q < 0 L D %- LJ E L111 U) N 00 r--------1 0 Ln RIGHT ELEVATION ZO SCALE: 114" V-011 3: (L tu lu lu lu _j IV LU LU z lu > LU T� Lu U- D Loll A L--- 5WEET LEFT ELEVATION A2 SCALE: 114" - V-011 JOB: la I JDRANN BY: KVK4 IDATE: 7/2- '-- 1 b.Zi_0u i 29'-10' 16'-O" I6'-2" 13'-2" 4'-4" 8'-4" 4'-0" (4) TIN 24410 8'-O" 5'-8" 10'-6' CONT ACTOR TO REFER N 30 1/8' x 60 7/8' 2'-8' M 110 X B AND m —— --- TO W WIGH LIST FOR ADDITIONAL d �IIGN IND TECHNIQUES � RELATED TO THIS PLAN O u Z— SHEAR WALL COMPLIANCE. Ln -- 0 (3) TIN 2 t0 Wm 26% OF EACH ALL RUN --- 1 .R ° 30 1/8' x 7/6 VERTICAL SH THING WITH --72 3/4 x 82 7/8 8d NAILS 3" E E/12" FIELD Lh --_� DECK---- SUNROOM 0 (4)16d NAILS PER FT BOTTOM PLATE 0 0 Lo 17% OF EACH P,ALL RUN O -gx— -x O x 8d NAIILSLHII 3" E TE/N2" FIELD I®I 0 4 (4)Ibd NAILS PER FT BOTTOM PLATE LLI ®^� Ln ICI k,! 5g CO . — 4 < 0 2� t L PFIONE PKr TH (/ C= FE -- ------ EDRAL V 606 I VS 606 11'-0° CATHEDRAL DROOM IGHE IO I = SKYLIGHT BEDROOM # v �PsI�I rs T �71 IQ —— ———————— o — CARPET ! is ram' 5'- r I 22'-6 1/2" 1/2'� �a FLAT CEILING 14'-0' CATHEDRAL NTH n/' LVL KITCI-IEN PINING rl -� 3o ve' x bo 7 ' YW1STR L R DGE vOAK OAK2firW 10 m w30 1/8' x 60 7/8" tiLAr CEILING I - 312 o l< �1n 3'_b' 3'-8' 13'-ID I/2" T 2'-I1 3/ 2'y3e_ ,',' "=6 IsBI-FLD p Y.1TIN24410 �.A —— - — 2� m, OAK f¢ 4 = m W = z2 18 LVL N q� �n n� O - (2) 18° LVL FLO -—- r - - { �D CONTINUOUS co 5Q 5g PANTRY STRUCTURAL RIDGE PARALAM �-�� E 32 �n 1i Ell 81-FLD ! - I-FLD °� �i IDLE : n n 30 1/8' x 60 ' D i W FIRE aN �,r, v v TYP. 4-7 4-11 RATED ' s TIN 1 14'-0' CATHEDRAL LIVING2 It'-O' CATHEDRALOi m v OAK o BEDROOM #3� lil 34 1/2' x 82 I/2' $ � i � � 'v 28" 9 LITE is Q CARPET v - PHONE Z UP n TRANSOM r-r I lu ABOVE i i TV ABOVE BAS CAH. TV (� uj Z (J) 10 ` AN 451 S � uj Q� 3 3 V 53 3/8' x 21° 3'-O' WE � Q !Z tu U J W Lu Wi2x22 STEEL ABOVE TIN 24310a/ W J 30 1/6' x 48 7/8' GARAGE © � �+ In O H IL CONCRETE SLAB -1 x x x PITCH TOWARD DOOR .r z 7'xl6' O.H. DOOR CONCRETE APRON SHEET SEE SHEET A/6 FOR FRAMING DETAILS FOR NARROW WALL BRACING 2'-011 I6'_On 2:_On 2:_7n 12'-71, q:_On 4:_3n b:_bn 4:_3n AB 2'-10" 20'-0" 24'-211 15'-0' J08: 0915 DRAWN BY: KW 62'-0" DATE: 7/23/09 62'_0n 20'-6" i '-0" 16'-2" N ——— I 10 b j �- O 2 2xt0 GIRDER I I I a:. ° 4'-O° ° I 4c4 P. T. GALV. METALTPOST ANCFIORI ■ ■ I I 10 SONO TUBE' lA PIER 7YP. I I ',, � � �.. W Q j?ECJS 14'-0xI4'-0° 6' HILCO rl 00 LKHEAD 1w a2• I I I I r; OMNI i k34 IDCT. I —�——————— L——— - r--.Y'—�--::+;:'�'' �i.. _ — � ///•T — — ` —— —————Y�————— ——J i7....v..:....a"- r � 3 1 � W O 8"x7-9" CONCRETE WALL I d �, 16"x10" CONT. FOOTING <i I_� I 3 3-2x12 GIRDER � I �� I O IA�D �, O -� I I a, ap o I I 7/1 O T I j W IA I 6'-2" 6'-2" g'-8" 7'-2" 6'-11" 6'-11" 5'-3" LOADS_5" 71-0" I � �y z W o I%EFM 1iCK �/%// ►"' I �' Ii �� am T.!.im M o. I AD ��NN 3&x30 z12 MAN :. MCC. PAD 3-2XI�. L- ——— IRDER " VIA. 2 G 3 1/2 1 STEEL COL. TYP. I J l o N I I DROP loll DOOR I �I ——J 3l L CONCRETESLA ® I I VAPOR HARRIER I I w I -. 8"x7-9" CONCRETE WALL s'' tu 1.6.:�x 2' OFFSET O(V W 24'-O°10" CONT. 7 Z ALIGN WALLSI f ____ N FOO ING z w______ GARAGE : - ;_._.__,_,_,__„___ J N 4° CONCRETE S I y r--- W Q N N 14' I I I STEP o LI d J Q I ' I I ' I Q j �w Z 14,; I I QL W Q I I I STEP WALL NOTE: (D 4- 0 CONCRETE 5/8" ANCHOR BOLTS o O 0 i ■ n DROP t2 FROM EMBEDDED 7 t I I I TOP OF FOUNDATION SPACED 32" O.C. N # .Y I n i n I 12" FROM CORNERS t} 18 x3-9 CONCRETE WALL 4- O 16"x10" CONT. FOOTING I I WASHERS 3"x3"xl/4" I DROP 10" DOOR FOUNDATION PLAN L— — SCALE: 1/4" 1'-0" SHEET 2'-10" 20'-0" 24'-2" 15'-0" A4 62'-0" JOB: OgIB DRAWN BY: KW DATE: 7/23/Og N o � N z d Lo in O i h Z } h W 00 BLOCKING 4'-O'O.C. ~ Ln IN FIRST TWO RAFTER W BAYS FROM GABLE WALL U LL RIGID WIND WASH BARRIER REQUIRED W O AT EXTERIOR EDGE OF EXTERIOR WA RAISE CEILING JOISTS TO TOP PLATE ALLOW 6-6 DOOR AT TOP OF STAIRS < O RIDGE VENT (2) IS$ LVL STRUCTURAL RIDGE BOARD ' "' CDX PLY. SHEATHING - zIr ASPHALT SHINGLES \6s0 ae 12 BUILD-OVER 12 �0 i CC Q8 VALLEYS 2x8 DORMER RAFT 4C. 2x8'e® 6' .C. 2XI2 k O 'FOATING DORMER' i i [n AN 451 S I� j,(,j 53 3/8° x 21" CATHEDRAL CEILINGS, '' 3'-O" 14'-O' LIVING / DINING i-'—MAAINTAIN AIR SPA W W 12'-O' MASTER 5U I 7E PARALAM STORAGE CONT. VENTING DRIP EDGE 11'-0 BEDROOMS PU TO Ix4 SFASCIA ECOND MEMBER i i RIDGE OVER KITCHEN z ALUMINUM GUTTERS AND DOWN SPOUTS i i a O 16 O.G. Im im Q■ FRIEZE BOARD AND MOULDINGS 'HURRICANE CLIP' rd Ix3 STRAPPING—� FASTENERS AT ALL I 113R STAIRS r�J 1/2' GYP. BOARD RAFTER / TOP PLATE I 3+i 2x12 STRING JUNCTIONS TYP. I r N 2x6 ExT. STUDS ® 241 o.c. I KITCHEN SUNROOM R19 F.G. INSULATION I r� 1/2' PLYWOOD SHEATHING TYVEK WRAP (OR EQUAL) I r� CEDAR CLAPBOARDS IN FRONT 3/4' OSB SUBFLAOR W.G. SHINGLES SIDE t REAR 61 FIBERGLASS INSUL. P.T. 2X6 SILL + SILL SEAL ANCHOR AT 36' O.G. 2xi0'a 0 161O.C. W 3-2x12 GIRT 3-242 GIRT I 3 1/2' STEEL COLUMNS I Z 13R STAIRS r II-II `WI -L I 3- 202 STRINGERS Izl Wn I - - mu s. W l e 6 BASEMENT cr �� IL- Z (p Dui- 3 y � W 8°x 7'-11 CONC. WALLS w 1/2' CONCRETE SLAB W Q z DAMP PROOF BELOW GRADE :K I I V -11 w O_ N _ q��// Q E U a. {L W W 30" L F 28'-0" @} CROSS SECTION o SCALE- 114' a 1'-0' � SHEET A 5 JOB: Og18 DRAWN BY: KW DATE: 7/23/09 0 m STAGGER NAILING INTO BOTH PLATES to 2x6 DEL TOP PLATE Ili�f EXEND HDR TO CORNER 2x6 DEL TOP PLATE 9P': FULL HGT. STUDS = J h JACK STUD J NAIL TOP PLATE VERTICAL w TO BTM OF HDR STRUCTURAL PANEL W/ 2 ROWS OF 16d NAILS W O NAILED Sd COMMON ® 3" O.C. L W 6 3" O.G. EDGE r AND 12" IN FIELD STRUCTURAL PANEL Z HEADER CONTINUOUS HEADER NAILED 8d COMMON ® MULTIPLE OPENINGS 0 3" O.C. EDGE AND FIELDSIMPSON W ICI U iL P D (14 GA. DOOR TRIMMER STUDS illim STAGGER NAILIN fi. I INTO BOX AND SILL CY Pillowx 2- 5/8" ANCHOR BOLTS ! w/ 3"x3" PLATE WASHERS ! VI OD! W O W i im a ®NARROW NALL BRACING AT GARAGE DOOR 1 BILL TO PLATE LU/ WOOD STRUCTURAL PANELS SCALE: N.T.S. SCALE: N.T.S. I JOINT DESCRIPTION NLIMSER OF NUMBER OF NAIL SPACING COMMON NAILS BOX NAILS ROOF FRAMING BLOCKING TO RAFTER(TOE NAILED) 2-id 2-10d EACH END -7� N RIM BOARD TO RAFTER(END NAILED 2-I6d 6-Ibd RAW END �.� WALL FRAMING Wcl tu —_� TOP PLATES AT INTERSECTIONS,(PACE NAIL®) 4-Lid 6-1" AT JOINTS Z (n Q STUD TO STUD(PACE NAILED) 2-Lid 2-16d 24'D.C. RAFTER ® 16" O.G. HEADER TO HEADER(PACE NAZI®) I6d lid 24'O.C.ALONG EDGER 3 FLOOR FRAMING QL J Q Q JOIST TO BILL, TOP PLATE OR GIRDER(TOE NAILED) 4-id 4-IOd PER JOIST W BLOCKING TO JOIST(TOE NAILED) 2-id 2-lOd FAW END W A tQ BLOCKING TO BILL OR TOP PLATE(TOE NAILED) 8-IW 4-16d EACW BLACK V O O LED4ER STRIP TO BEAM OR GIRDIWFACE NAILED) 6-I6d 4-16d FAC14 JOIST w L H2.5 6 EA. RAFTER JOIST ON I ER TO DEAM(TOE NAILED) B-Sd E-iOd PER JOIST IIILLL OO6 BAND JOIST TO JOIST(END NAILED) 6-16d 4-I6d PER JOIST n BAND JOIST TO BILL OR TOP PLATE(TOE NAILED) 2-16D 3-16d PER FOOT ROOF SHEATHING V TOP PLATE WOOD STRUCTURAL PANELS ## F-- RAFTERS OR TRUSSES SPACED UP TO 16'O.C. id IOd 6'EOGE/6'FIELD RAFTERS OR TRUSSES SPACED OVER I6'O.C. Ltd 10d 4' E00E/6'FIELD GABLE MCWALL RAKE OR RAKE TRUSS u✓e GABLE OVERHANG id IOd 6'9Z)W6'FIELD IL (n GABLE ENDWALL RAKE OR RAKE TRUSS u✓STRUCTURAL M lib 6' 19WO FIELD ovirLOOKERS GABLE ENDWALL RAKE OR RAKE TRUSS u✓LOOKOUT BLOCKS id 10d 4' =W4'FIELD CEILING SHEATHING RAFTER TO PLATE CONNECTION GYPSUM WALLBOARD Sd COOLERS - r 1'JXiR/lo1 FIELD SCALE, N.T.S. WALL SHEATHING WOOD STRUCTURAL PANELS SHEET STUDS SPACED UP TO 2W O.C. 6d tod 6' EDW12'FIELD AND UM FIBERBOARD PANELS id - B'EWdi'FIELD h'GYPSUM WALLBOARD id COOLERS - 7'CDGEJIO'FIELD FLOOR SHEATHING WOOD STRUCTURAL PANELS id lod 61 gzcxA'FIELD I'OR LESS GREATER THAN I' lod 16d 6' EDGE/61 FIELD JOB: 0918 DRAWN BY: KW DATE: 7/23/09