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HomeMy WebLinkAboutBLD-01-000815 (64 White Cedar Road)Wr,Xq W/ N All FR GENERAL NOTES: 4 % A 1 1 rl t"%^M 1/11ftiT T/1 Mr- PY/11 L 11 %" HIGH, SET AT 19.2" O.C. :RAMED WITH BCI 90XL JOISTS NOTES AND REQUIREMENTS FOR PROPER INSTALLTION. ( "BOISE CASCADE" BOISE CASCADE UNLESS OTHERWISE NOTED I STONG TIE OR APPROVED EQUAL. TOP OF 3S. Revision 4 Revision 3 Revision 2 Revision 1 REVISIONS. MALCOLM NOLEN RESIDENCE Cedar Point Road West Yarmouth, MA t) Aq- ` X�E4 IBA �Fc� No. 8438 VINEYARD HAVEN, MA 1 ST FLOOR FRAMING PLAN SCALE: As Noted DRAWN BY.• CHECKED BY. PJB PETER JAMES BREESE A R C H IT E C T PHONE 508 693 8272 FAX 508 696 9956 DATE ISSUED: PERMIT SET 26 MAR 01 Pricing Set Progress Set Construction Set SHEET NUMBER New Bldg S-03 4d n" 58'-0" 5-0" 1 ST FLOOR PLAN f SCALE: 1/4"=1'-0' w 0 03 - CA w Revision 4 Revision 3 Revision 2 Revision 1 REVISIONS: MALCOLM NOLEN RESIDENCE Cedar Point Road West Yarmouth, MA 1 ST FLOOR PLAN SCALE: 1/4"=V-0" DRAWN BY.• PCC CHECKED BY: PJB PETER JAMES BREESE A R C H I T E C T PHONE 508 693 8272 FAX 508 696 9956 DATE ISSUED: Bldg Permit Set 26 MAR 01 SHEET NUMBER Architectural A-2.1 (j)LD FLOOR PLAN SCA1E 1,W=j UPPER ROOF Revision 4 Revision 3 Revision 2 Revision 1 REVISIONS: MALCOLM NOLEN RESIDENCE Cedar Point Road West Yarmouth, MA 2ND FLOOR ROOF PLANS SCALE: AS NOTED DRAWN BY. PCC / DS CHECKED BY: PJB PETER JAMES BREESE A R C H I T E C T PHONE 508 693 8272 FAX 508 696 9956 DATE ISSUED: Bldg Permit Set 26 MAR 01 SHEET NUMBER Architectural A-2.2 SHED ROOF ABOVE BAY 2X10 @ 16" O.C. (PULLED AWAY FOR CLARITY) SHED ROOF ABOVE DOORS 2X10 ® 16" O.C. (PULLED AWAY FOR CLARITY) GENERAL NOTES: 1.) ALL FLOOR JOIST TO BE BCI JOISTS BY "BOISE CASCADE" SECOND FLOOR FRAMING TO BE BCI 40s JOISTS AND 2X1 Os, ALL 91/2" HIGH, SET AS INDICATED ON PLAN. CONTRACTOR TO ADHERE TO "BOISE CASCADE" GENERAL NOTES AND REQUIREMENTS FOR PROPER INSTALLTION. RAIKIIKAI IAA RPAQIAIr AT InI(ZT CAIIIC , 3/" i RTS 31/2" )ISTS TO BE BY "BOISE CASCADE" aERED JOINTS, 3/" X 91/2" BY BOISE CASCADE UNLESS OTHERWISE NOTED. BE SIMPSON STONG TIE OR APPROVED EQUAL. (IONS AND ON TOP OF IPPER MEMBERS. 1 ; SECOND FLOOR FRAMING PLAN SCALE: W cP S 1 pN S,06 SF R CALL Lj�DA �R F� 10 M Cp AD p B�EDRppM N SE VU009) BLDG PERMIT SET 26 MAR 01 DRAWING INDEX ARCHITECTURAL A1.1 SITE PLANS & DRAWING INDEX A2.1 1 ST FLOOR PLAN A2.2 2ND FLOOR & ROOF PLANS A3.1 MAIN HOUSE ELEVATIONS _ NORTH & WEST ST A3.2 MAIN HOUSE ELEVATIONS SOUTH A3.3 BEDROOM WING & GARAGE ELEVATIONS A5.1 TYP WALL SECTION A8.1 WINDOW & DOOR SCHEDULES STRUCTURAL S-01 FOUNDATION PLAN & FTG DETAILS S-02 FOUNDATION DETAILS S-03 1 ST FLOOR FRAMING PLAN S-04 2ND FLOOR & MEZZANINE FRAMING PLANS S-05 ROOF FRAMING PLAN S-06 STRUCTURAL DETAILS 2 SCALE: 1'=20'-0' 26 MAR 01 an prepared by: II SOLIEN ARCHITECTS ,R STREET 1, MA 02540 20 FAX 5408651 DATED 03/16/01 woo All sono tubes, forms, etc. will be inspected before back filling. JOIST H ANGER NS WILL NOT BE APPROVED UNLESMANUFACTURER'S NAI NOTICE An as built plan must be submitted to this department prior to foundation inspection or any further construction, PHOTO -ELECTRIC TYPE SMOKE DETECTORSARE REQUIRED BY MASS. STATE BLDG. CODE INSIDE AND OUTSIDE OF ALL BEDROOMS WITHIN 20' OF A KITCHEN OR BATH. ALL DETECTORS MUST HAVE BATTERY BACK-UP. ,lis plan must be on site with he permit and the Licensed Construction ,.upervisor must be present for all nspections, 24 Hour notice Minimum, with call back fee. TOWN OF YARMOUTH TOWN OF YARMOUTH REVIEWED FOR BUILDING AND ZONING CODE COMPLI- ANCE, ERRORS OR OMMISS►ONS DO NOT RELIEVE THE APPLICANT FROM THE RESPONSIBILITY OF *AS BUILT" C" MPLIANCE. DATE: 5 D I f0AILDING OFFICIAL Revision 4 Revision 3 Revision 2 Revision 1 REVISIONS: MALCOLM NOLEN RESIDENCE 44 Cedar Point Road West Yarmouth, MA I SITE PLANS DWG INDEX I SCALE. As Noted IDRAWN BY: CHECKED BY: PJB PETER JAMES BREESE A R C H IT E C T PHONE 508 693 8272 FAX 508 696 9956 IDATE ISSUED: Bldg Permit Set 26 MAR 01 SHEET NUMBER Architectural A-1.1 ,.FiLrLIwo;;, N U B Li IFI BEDRM WING - EAST �'� SCALE: 114'=1'-0• A9 AGE I_ WEST : 1/4'=V-011 11 PARAGE - EAST SCALE: 1/4" =1'-0" --q'- TOP OF SLAB -42 S " OP OF SLAB -4 8 BEDRM VYING - NORTH SCALE: 1/4"=V-01 SoGARAG E -SOUTH SCALE: 11 •=1'-0• I GARAGE - NORTH 1.2 SCALE: 1/4"=l' -O' SHEET NUMBER Architectural A-3.3 Revision 4 Revision 3 Revision 2 Revision 1 REVISIONS: MALCOLM NOLEN RESIDENCE Cedar Point Road West Yarmouth, MA BEDRM WING & GARAGE ELEVATIONS SCALE: As Noted DRAWN BY. PCC / DS CHECKED BY: PJB PETER JAMES BREESE A R C HI T E C T PHONE 508 693 8272 FAX 508 696 9956 DATE ISSUED: Bldg Permit Set 26 MAR 01 R SHEET NUMBER Architectural A-3.3 T.O. WALL PT 2X6 SILL PLATE SET EL. 16-3 3/4" ON MORTAR BED GRADE I I I I I III III — HORZ. REINF. 2-NO.5 IN UPPER 12" OF _ WALL AND 2'-0" O.C. THROUGHOUT REMAINING WALL VERTICAL REINF. NO.4 @ Z-0" O.C. FOUNDATION WALL (SEE PLAN FOR THICKNESS) 3000 PSI REINF. CONC. GRACE PROCOR FLUID APPLIED MEMBRANE ONTO FACE OF WALL - EXTENDED TO BOTTOM OF FOOTING GRACE HYDRODUCT 220 DRAINAGE COMPOSITE CONTINUE GEOTEXTILE FABRIC OVER PERIMETER DRAIN BELOW T.O. FTG. EL. 10'-3 3/4" GRACE PROCOR MEMBRANE CORNER DETAIL PERIMETER DRAIN IN CRUSHED GRAVEL o SURROUND TOP PROTECTED BY �r�rrVTll C CAQQI(`_ T.O. WALL EL. 16'-6" ip CONC. FTG. 2-NO.5 IN BOTTOM OF FOOTING 51" 2 41„ 2 T.O. SUBFLOOR EL. 16-6" PROVIDE MOISTURE - 0 BARRIER AGAINST CONCRETE (TYP.) _ { r T.O. SHELF EL. 16-6" ° i \ PT 2X SILL PLATE SET ON MORTAR BED ° 1112 " 0 ANCHOR BOLTS @ 4'-0" O.C. EXTEND 18" MIN. INTO WALL, STAGGER BOLTS PROVIDE 2" CONC. COVERAGE ON SIDES MIN. (TYP.) 10" 2"X 4" KEY el S 2 EXP. JOINT �- 2' RAT SLAB T.O. SLAB EL. 10'-8" T POLYS--- ` -ENE C °k -?,yam. .._.� • .- BAR — TAPE e •d__- -- JID tNS_ 2'-0" FROM = = 0E OF FC--' =1 I I -III - I A VF L 2'-0n ACTED = %TUREBEARING _ -- V.I.-. PARTIAL HEIGHT FOUNDATION WALL 1 SCALE: 3/4"=1'-0" 1/2 " O ANCHOR BOLTS @ 4'-0" O.C. EXTEND 18" MIN. INTO WALL PROVIDE 2" CONC. COVERAGE ON SIDES MIN. (TYP.) PT 2X6 SILL PLATE SET ON MORTAR BED HORZ. REINF. 2-NO.5 IN UPPER 12" OF WALL AND 2-0" O.C. THROUGHOUT REMAINING WALL VERTICAL REINF. NO.4 @ Z-0" O.C. GRADE FOUNDATION WALL (SEE PLAN FOR THICKNESS) 3000 PSI REIN'. CONC. GRACE PROCOR FLUID APPLIED MEMBRANE ONTO FACE _ + OF WALL EXTENDED TO BOTTOM OF FOOTING , GRACE HYDRODUCT 220 DRAINAGE COMPOSITE CONTINUE T.O. FTG. GEOTEXTILE FABRIC OVER PERIMETER DRAIN BELOW EL. 12'-11" GRACE PROCOR MEMBRANE CORNER DETAIL o PERIMETER DRAIN IN CRUSHED GRAVEL SURROUND -! TOP PROTECTED BY GEOTEXTILE FABRIC `r CONC. FTG. 2 -NO. 5 IN BOTTOM OF FOOTING ----_ 1,2` EXP. JOINT 4" CONC. SLAB REINF. W/ 6X6-10'10 WWM & GLASS FIBER REINF. CAST 2" ABOVE SHELF T.O. SLAB EL. 16-51 /2" IVF_ T.O. SHELF EL. 15'-11 1/2" `h T 4 MIL POLYETHYENE VAPOR BARRIER - TAPED SEAMS 2" RIGID INSULATION BACK Z -O" FROM FOUNDATION WALL UNDER SLAB AND EXTENED DOWN 18" 6" GRAVEL BED 10" COMPACTED FILL 2" X 4' KEY -III1 I- 2'-0n �\ UNDISTURBED BEARING SOIL TO BE V.I.F. PT 2X6 SILL PLATE SET T.O. WALL ON MORTAR BED EL. 16'- 3 3/4" GRADE +/- TIII111— IIIIIVIII—II III I—III_ II I HORZ. REINF. 2-NO.5 IN UPPER 12" OF WALL AND 2-0" O.C. THROUGHOUT REMAINING WALL T.O. FTG. EL. 6-6 3/4" 0 _I w 0 Q CD 0 J w m z 0 I VERTICAL REINF. NO.4 @ 2-0" O.C. FOUNDATION WALL (SEE PLAN FOR THICKNESS) 3000 PSI REINF. CONC. GRACE PROCOR FLUID APPLIED MEMBRANE ONTO FACE OF WALL EXTENDED TO BOTTOM OF FOOTING GRACE HYDRODUCT 220 DRAINAGE COMPOSITE CONTINUE GEOTEXTILE — FABRIC OVER PERIMETER DRAIN BELOW 2" X 4" KEY GRACE PROCOR MEMBRANE CORNER DETAIL 51,. 2 ° 1» T.O. SUBFLOOR 42 EL. 16'-6" PROVIDE MOISTURE BARRIER AGAINST CONCRETE (TYP.) o T.O. SHELF EL. 15'-6" PT 2X SILL PLATE SET ON MORTAR BED 1/2 It 0 ANCHOR BOLTS @ 4'-0" O.C. STAGGER BOLTS EXTEND 18" MIN. INTO WALL PROVIDE 2" CONC. COVERAGE ON SIDES MIN. (TYP.) 1/2" EXP. JOINT 4" CONC. SLAB REINF. W/ 6X6-10/10 WWM & GLASS FIBER REINF. CAST 2" ABOVE FOOTING •LWA1111CM ° •° J I 1=1 11=1 11=1 11= „ „ 2 RIGID INSUL. 2, —0 CONC. FTG. I I I=1 I I1 I I=1 I I I I I-1 I I-1 I BACK FROM FACE of WALL i I -III -III -III -III -III -III- 6" GRAVEL B E D III -1 I I-1 I I . III . .III -1 COMPACTED FILL UNDISTURBED BEARING SOIL FULL HEIGHT FOUNDATION WALL TO BE V.I.F. SCALE: 3/4"=1'4" 1/2 " 0 ANCHOR BOLTS @ 4'-0" O.C. EXTEND 18" MIN. INTO WALL PROVIDE 2" CONC. COVERAGE ON SIDES MIN. PP.) PT 2X4 SILL PLATE SET ON MORTAR BED HORZ. REINF. 2-NO.5 IN UPPER 12" OF WALL T.O. WALL AND Z-0" O.C. THROUGHOUT REMAINING WALL EL. 16-3 3/4" 1 VERTICAL REINF. NO.4 @ Z -O" O.C. - -- T.O. WALL GRADE +/- _ @ DOORS - --- -- EL. 15'-2" I—i i FOUNDATION WALL (SEE PLAN FOR THICKNESS) 3000 PSI REINF. CONC. 00 GRACE PROCOR FLUID APPLIED MEMBRANE ONTO FACE OF WALL EXTENDED TO BOTTOM OF FOOTING GRACE HYDRODUCT 220 DRAINAGE COMPOSITE CONTINUE T.O. FTG. GEOTEXTILE FABRIC OVER PERIMETER DRAIN' BELOW �\ EL. 12'-7 3/4" GRACE PROCOR MEMBRANE CORNER DETAIL-'-- , - i _ PERIMETER DRAIN IN CRUSHED GRAVEL SURROUND TOP PROTECTED BY GEOTEXTILE FABRIC CONC. FTG. - - 2 -NO. 5 IN BOTTOM OF FOOTING T.O. FTG. EL. 6-6 3/4" 1/2' EXP. JOINT 4" CONC. SLAB REINF. W/ 6X6-10/10 WWM & GLASS FIBER REINF. CAST 2" ABOVE SHELF T.O. SLAB @ HIGH POINT EL. 16-0" (PITCH 1 /8" PER FOOT TO DOORS AS SHOWN ON PLAN) NOTE: HEAD CONDITIONS VARY REFER TO FRAMING PLANS FLOOR JOISTS —� REFER TO FRAMING PLANS GIRDER W 6X9 W/ NAILER_—,:� REFER TO FRAMING PLANS 8c SEE S-01 AND S-03 1/2" CAP PIL W/ (2) - 5/8" 0 BOLTS REFER TO INTERIOR COLUMN 2 DETAIL ON DWG. S-05 4" m LALLY COLUMN Y+'/ INTEGRAL BASE SET ON BEAR!NG GROUT E SECURED TO FTG CAST -I` BO' TS T.O. FLOOR JOISTS EL. 161- 5 1/411 100 4° REINF CC' 2" RIGID INS _}"':E.D 2'-0" ARO!_'. +. I -6"x2'-6")*' o a I = 7 VF CONC FC _ _ %- ° °• • #5 REINF E-1 „' Y ` " FROM BO" STURBED VIII I —, I) I1 I 1 =RING SOIL 2, 6 4 MIL. POLYETHYENE VAPOR BARRIER -TAPED Rei 2" RIGID INSULATION BACK 2-0" FROM FOUNDATION eil � Iii"ISI WALL UNDER SLAB AND EXTENED DOWN 18" 6" GRAVEL BED COMPACTED FILL 2" X 4" KEY ° • ° d a d a • d I- -I �-I I I -I -I 11-111-11 I -W_ -El I 1-1 11= UNDISTURBED BEARING SOIL TO BE V.I.F. B.O. STEEL GIRDER BEAM POCKET EL. 14'-9" T.O. SLAB EL. 71-03/411 I -I LALLY COLUMN DETAIL @ GIRDER SCALE: 3/4"=1'-0" Revision 4 VARIES - POST OR BEAM (SEE FRAMING PLANS) Revision 1 GRADE REVISIONS. SIMPSON POST BASE RESIDENCE I� 1= ��—II—i�►_II 10 ttiREDAq� =;1C-- � 10% REINF CONC No. 8438 c VINEYARD HAVEN, t:: c' MA ° SONO TUBE w FOUNDATION i (4) #5 STEEL REINF z Q CHECKED BY.- PJB W/ #4 HOOPS TIED d @ 12" O.C. TO DOWELS (TYP @ SONO TUBES) C=) a I o ° 2'-0"x2'-0"x1'_O" REINF CONC FTG o I ° (OR "BIG FOOT" SONOTUBE BASE) `• d d (4) #5 REBARS t III -I 1-III—III UNDISTURBED i (—III—III—III— III—I I �—III I � BEARING SOIL Revision 4 Revision 3 Revision 2 Revision 1 REVISIONS. MALCOLM NOLEN RESIDENCE Cedar Point Road West Yarmouth, MA ttiREDAq� t . No. 8438 c VINEYARD HAVEN, t:: c' MA 'crq�f7! Of MPSgP FOUNDATION DETAILS SCALE. AS NOTED DRAWN BY.• CHECKED BY.- PJB 0 N MAIN BUIDLING STEP FOUNDATION T.Q. WALL + 16-3 3/4 - high shelf T.O. WALL + 15-6" -low shelf NOTES: 18'-9" T.O. FTG + 6-6 3/4" 58'-0" 1.) CAST IN SIMPSON AB66 ADJ. POST BASE IN EACH. SCREEN PORCH (EXCEPT AT ADJOINING WALL) 8'_6" g' -o" 14'-0" w x IN EACH SONO -TUBE PIER WHERE REQUIRED 1'-c" H T.O. WALL + 16'-6" - high shelf I,�.o. 20'-2" 3'-6" T.O. WALL + 15'-11 1/2" - low shelf 4'-7" 2'-10" w x T.O. FTG + 12'-11" 1'-6" H �� \[§T 8'-92 4" 2 M.O. 4 -02 -02 \ �I 02 T.O.W. �, TYP. i / N EL. 16'31/2" T.OX EL. 16'6" , PROVIDE BEAM POCKET 2 EACH SIDE EL. 14'-9"co 1" -02 , 14'-34F I r co SHELFTHISSIDE SIM. MECHANICALAREA �- OF FULL HEIGHT WALL 1'-4" 10LJ' PROVIDE BEAM POCKET EACH SIDE �. ` OF FIREPLACE AT EL 15'-6" FOR HEARTH FRAMING SCREEN PORCH i — ACCESS TO MECH. FLUE,I� BASEMENT T.O. SLAB + 16'-51/2" (� T.O. SLAB + 7'-0 3/4" CMU FRONT TO FIREPLACE BASE O � I SIN PROVIDE ASH DUMP CLEAN OUT AND o UNEXCAVATED BELOW EARTH I AIR FEED FOR FIREPLACE 4 ABOVE -02 _Q"�� TIE REINFORCING INTO FIREPLACE FOUNDATION 2 . I FOR HEARTH EXTENSION 4 S-0 rI -02 4ABOVE 5-02 SHELF THIS SIDE ' OF WALL FULL SIM S -o2 Lei BEAM POCKET 3 TYP. 14' -OZ" 3'-8 " 2' 6" • } EL. 14'-9" / - / -� \ S 02co T.O. / rnioo EL 16'6" L J L J \ L J L J L J I J ' T.O. w. EL 16'31/2' F7 TT1 - � / io 00 ^ 2'-0 6'-6" 9'_0" 8'-02" — T-48co 1° 7, 48„ BEAM POC KET M _ `o I o o x �N r`-iIN EL. 14'-9" a I Ln -02 SIN Lr.. .. .: .. :r LJ LJ 0 PROVIDE 20'-9" 311-011 LATERAL \_ SUPPORT ' r'� STEP FOUNDATION _ i �� 5'-O" I p I co �" 3» CD cc 2 L J 2'-6 7'-0" BEDROOM WING (EXCEPT AT ACCESS OPENING) u7Ic Lo T.O. WALL + 16' - 3 3/4" - high shelf T.O. WALL + 15' - 6" - low shelf 13'-0" 7'-6" T.O. FTG + 10'- 3 3/4" o L41 J BASEMENT TYP. T.O. SLAB + T-0 3/4" M E HAN I AL AREA !IN 3 `0100 6" DIA. HOLE AREAWAY ORVENT - I CENTER AT WALLS TO EXTEND 1 -i 4'-0" BELOW GRADE Z - � 12'-11" EL. 14'6" PIN TO WALL Q O 0 co LO T � � J J � � LJ N CO LL Q ci ci F- F- H - 11W �0 2 ACCESS � _02 TO CRAWL Z i 0 Z SPACE p 1 l .02 T.O.WALL ° BED QOM WING 10 �T O. S B+10' L -T 5' -6 \� z CRAWL SPACE U. WALL EXTENTION 1 2" �2'4 FOR GIRDER T.O. WALL = N 1 I EL 14'& o 5 cr GARAGE W/ 8" WALL (NO SHELF) T.O. WALL + 161- 3 3/4" T.O. FTG + 12'- 7 3/4" TYP. FOUNDATION PLAN SCALE: 1 /4"=1'-0'I — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 1 — — — — — — — — — — J NORTHELEVATION 1 SCALE: 114"=1'-0" EAST VAT ELEION 2 SCALE: 114'=1'-0' v 2 KEY PLAN Revision 4 Revision 3 Revision 2 Revision 1 REVISIONS: MALCOLM NOLEN RESIDENCE Cedar Point Road West Yarmouth, MA NORTH & EAST ELEVATIONS SCALE: 1/4"=V-0" DRAWN BY: PCC CHECKED BY: PJB PETER JAMES BREESE A R C H I T E C T PHONE 508 693 8272 FAX 508 696 9956 DATE ISSUED: Bldg Permit Set 26 MAR 01 SHEET NUMBER Architectural A-3.1 GENERAL NOTES: 1.) ALL ROOF FRAMING AND FLOOR FRAMING TO BE 2X10 UNLESS OTHERWISE NOTED. 2.) SUB FLOOR TO BE 3/" T&G PLYWOOD, STAGGERED JOINTS, GLUED AND SCREWED TO DECK 3.) GIRDERS AS CALLED OUT ON PLAN. 4.) REFER TO STRUCTURAL DETAILS FOR LIVING ROOM TRUSS AND GENERAL ROOF TRUSS. 5.) HEADERS TO BE 2 VERSA -LAM (VL) BEAMS 1 3/" X 9 1/2" BY BOISE CASCADE UNLESS OTHERWISE NOTED. 6.) ALL CONNECTORS, HANGERS, POST CAPS TO BE SIMPSON STQNG TIE OR APPROVED EQUAL. LIVING ROOM TRUSS SECTION 11 2 SCALE: 3,!16'=1'-0' ROOF TRUSS SECTION 3 SCALE: 3/16"=1-0' ROOFS FRAMING PLAN SCALE: 1/4"=1'-0" Revision 4 Revision 3 Revision 2 Revision 1 REVISIONS: MALCOLM NOLEN RESIDENCE Cedar Point Road West Yarmouth, MA J. No. 8438 1fINFYAMAHAVEN# JG' ql OF MPSgP ROOF FRAMING PLAN SCALE: As Noted DRAWN BY. - CHECKED BY: PJB PETER JAMES BREESE A R C H IT E C T PHONE 508 693 8272 FAX 508 696 9956 DATE ISSUED: PERMIT SET 26 MAR 01 Pricing Set Progress Set Construction Set SHEET NUMBER New Bldg S-05 WINDOW SCHEDULE MALCOLM NOLEN 26 MAR 01 MARK MODEL # FRAME SIZE ROUGH OPENING MANUFACTURER FRAME TYPE DIVIDED LITES REMARKS MARK PELLA CLAD FRENCH IN -SWING SCHEDULES WIDTH x HEIGHT 5-11 3/4 x 8'-2* UNECi2L AT DR CHECKED BY: PJB PETER JAMES BREESE A R C H I T E C T PHONE 508 693 8272 O 2917 OVER 2'-5" x 6'-2" 2'-5 3/4" x 6'-2 3/4" PELLA FIXED TRANSOM 2:1 @ TRANSOM MULLED AO ARCHITECT SERIES 2957 SHEET NUMBER 5'-11" x 1'-5" TR 5:1 �; = OVER CLAD DH 2:2 @ DH 2 © 2957 2'-5" x 4'-9" 2'-5 3/4" x 4'-9 3/4" PELLA CLAD DH 2:2 — ARCHITECT SERIES © 2117 OVER 1'-9" x 6'-2" 1'-9 3/4" x 6'-2 3/4" PELLA FIXED TRANSOM — _ CLAD FRENCH IN -SWING 3081 W/ 2157 �. 2:1 AT T"!% -Z 41 2'-6 3/4 x 8'-2* ,O SCREEN DOOR LIVING RM/ NATURAL O OVER CLAD DH ARCHITECT SERIES RIGHT W/ TRANSOM 3017 TR O 3217-3 OVER 8'-0" x 6'-2" 8'-0 3/4" x 6'-2 3/4" PELLA FIXED TRANSOM 2:1 @ TRANSOM MULLED H & V OD 2'-6 3 4" x 6'-9' - 2:2 U`;_C -_ / 3257-3 O4 ARCHITECT SERIES OVER CLAD DH 2:2 @ DH 2'-6" x l'-5" TR OE 2554-3 6'-3" x 4'-6" 6'-3 3/4" x 4'-6 3/4" PELLA CLAD CASEMENT 2:3 UNEQUAL W/ 1-1/4" MULLED OE NATURAL O ARCHITECT SERIES -FIXED -LEFT W TRANSOM 3017 TR TOP HORIZ MUNTIN L—L—L O 3517 OVER 2'-11" x 6'-2" 2'-11 3/4" x 6'-2 3/4" PELLA FIXED TRANSOM 2:1 @ TRANSOM MULLED O 1ST FLOOR HALLWAYi NATURAL 3557 ARCHITECT SERIES RIGHT W/ TRANSOM OVER CLAD DH 2:2 @ DH O 2917-3 OVER 7'-3" x 7'-4" 7'-3 3/4" x 7'-3 3/4" PELLA FIXED TRANSOM OVE 2:1 @ TRANSOM MULLED H & V GO BREEZEWAY 2971C-3 7 O DESIGNER SERIES CLAD COTTAGE DH 2:2 @ DH O 2957-3 7'-3" x 4'-9" 7'-3 3/4" x 4'-9 3/4" PELLA CLAD DH 2:2 MULLED OH JO 2957-2 4'-10" x 4'-9" 4'-10 3/4" x 4'-9 3/4" PELLA CLAD DH 2:2 — JO O 2141 1'-9" x 3'-5" 1'-9 3/4" x 3'-5 3/4" PELLA CLAD DH C O PELLA © 2929-3 7'-3" x 2'-5" 7'-3 3/4" x 2'-5 3/4" PELLA ! CLAD CASEMENT! 2:1 MULLED ARCHITECT SERIES LEFT SEE ELEVS FOR HINGE OM 3257-3 8'-0" x 4'-9" 8'-0 3/4" x 4'-9 3/4" PELLA CLAD DH I 2:2 MULLED 0 O 2917-3 OVER 7'-3" x 6'-2" 7'-3 3/4" x 6'-2 3/4" PELLA FIXED TRANSCY 2:1 @ TRANSOM MULLED H & V 2957-3 11 PELLA CLAD FRENCH IN—SWING OVER CLAD DH 2:2 @ DH 2'-6 3/4" x 6'-9' - 2:2 UNEQUAL M BEDRM © 1717-2 2'-10" x 1'-5" 2'-10 3/4" x 1'-5 3/4" PELLA CLAD CASEMENT — MULLED LED CUSTOM -BY G.C. SCREEN DOOR _ 3'-3 3/4" x 6'-9" G.C. TO VERIFY RIGHT HINGE - SCREENED PORCH NATURAL RED CEDAR W/ RED CEDAR FRAME 2:3 UNEQUAL (SEE DWGS) © 2553 2'-1" x 4'-5" 2'-1 3/4" x 4'-5 3/4" PELLA CLAD DH i W/ 1-1/4" — 0 G.C. TO VERIFY LEFT HINGE — GARAGE PAINTED 13 LL TOP HORIZ MUNTIN 1x6 WITH Z—FRAME ® 2157 1'-9" x 4'-9" 1'-9 3/4" x 4'-9 3/4" PELLA CLAD DH — I — CUSTOM SO 2525-3 6'-3" x 2'-1" 6'-3 3/4" x 2'-1 3/4" PELLA C' -AD CASEMENT 2:1 � MULLED O 0 2565C-3 6'-3" x 5'-5" 6'-3 3/4" x 5-5 3/4" PELLA CLAD COTTAGE DH 2:2 MULLED OT OV 2525 2'-1" x 2'-1" 2'-1 3/4" x 2'-1 3/4" PELLA C -AD CASEMENT 2:1 RIGHT OV NOTES: 1. ALL WINDOWS AT LIVING RM, KITCHEN, DINING RM, FOYER, FOYER HALL, AND POWDER RM TO HAVE NATURAL FINISH. PLAYRM, HALLWAY BAY, BEDRMS, BATHRMS, ALL OTHER WINDOWS TO HAVE PAINTED INTERIOR FINISH. 2. WINDOW HARDWARE TO BE CHAMPAGNE WHERE FINISH IS NATURAL, WHITE WHERE FINISH IS PAINTED. 3. EXTERIOR CLAD TO BE CAPE COD BLUE. EXTERIOR DOOR SCHEDULE MALCOLM NOLEN RESIDENCE 26 MAR 01 DOOR # MANUFACTURER DESCRIPTION MODEL # FRAME SIZE R.O. REMARKS DIVIDED LITES LOCATION FINISH DOOR # RESIDENCE PELLA CLAD FRENCH IN -SWING SCHEDULES 3'-6" x 6'-8 1/8" DR2:2 5-11 3/4 x 8'-2* UNECi2L AT DR CHECKED BY: PJB PETER JAMES BREESE A R C H I T E C T PHONE 508 693 8272 FAX 508 696 9956 RIGHT W/ CUSTOM 2'-1" x 6'-8 1/8" SL MULLED V & H 1:2 UNE�JA_ C SL ENTRY FOYER NATURAL O ARCHITECT SERIES SIDELITE & TRANSOM SHEET NUMBER 5'-11" x 1'-5" TR 5:1 �; = 2 PELLA CLAD FIXED TRANSOM 2517 OVER 2'-1" x 1'-5" TRO 1:2 U� CJA, 2'-1 3/4" x 8 -2' MULLED ENTRY FOYER NATURAL 2 O ARCHITECT SERIES OVER CLAD SIDELITE 2581 2'-l" x 6'-8 1/8 SL @ SD L'- O PELLA CLAD FRENCH IN -SWING 3081 W/ 2'-6" x 6'-8 1/8" DR �. 2:1 AT T"!% -Z 41 2'-6 3/4 x 8'-2* ,O SCREEN DOOR LIVING RM/ NATURAL O ARCHITECT SERIES RIGHT W/ TRANSOM 3017 TR 2'-6" x 1'-5" TR 2:2 UNEG:' A' DCOR SCREENED PORCH ' 4O PELLA CLAD FRENCH IN -SWING 3081 W/ 2'-6" x 6'-8 1/8" DR 2'-6 3 4" x 6'-9' - 2:2 U`;_C -_ / LIVING RM NATURAL O4 ARCHITECT SERIES RIGHT W/ TRANSOM 3017 TR 2'-6" x l'-5" TR PELLA CLAD FRENCH IN -SWING RIGHT 3081 W/ 2'-6" x 6'-8 1/8" DR2:1 7'-6 3/4 x 8'-2* MULLED V & H AT V SCS,► DINING RM NATURAL O ARCHITECT SERIES -FIXED -LEFT W TRANSOM 3017 TR 2'-6" x 1'-5" TR 2:2 UNEQUr_ A' COCAS PELLA CLAD FRENCH IN -SWING 3081W/ 2'-6" x 6'-8 1/8" DR 2'-6 3/4 x 6'-9" - 2:2 U`;=Q.:r_ 1ST FLOOR HALLWAYi NATURAL ARCHITECT SERIES RIGHT W/ TRANSOM 3017 TR 2'-6" x 1'-5" TR O PELLA CLAD FRENCH 11781 9'-8 1 8" x 6'-8 1 8" / / 9'-9" x 6'-9" - 2:2 C';=C�A, I BREEZEWAY "� PANTED 7 O DESIGNER SERIES SLIDING DOORS OXXO ® PELLA CLAD FRENCH 11781 9'-8 1/8" x 6'-8 1/8" 9'-9" x 6'-9" ! — 2:2 U% 7n, I BREEZEWAY PAINTED DESIGNER SERIES SLIDING DOORS OXXO O PELLA CLAD FRENCH IN—SWING 3081 2'-6" x 6'-8 1/8" 2'-6 3/4" x 6'-9' — 2:2 UNEQUA'_ MUD Rte PAINTED 90 ARCHITECT SERIES LEFT 10 PELLA CLAD FRENCH IN -SWING 3081 2'-6" x 6'-8 1/8" 2'-6 3/4" x 6'-9" — 2:2 UNEQUAL OFFICE PAINTED 10 ARCHITECT SERIES LEFT 11 PELLA CLAD FRENCH IN—SWING 3081 2'-6" x 6'-8 1/8" 2'-6 3/4" x 6'-9' - 2:2 UNEQUAL M BEDRM PAINTED 11 ARCHITECT SERIES LEFT CUSTOM -BY G.C. SCREEN DOOR _ 3'-3 3/4" x 6'-9" G.C. TO VERIFY RIGHT HINGE - SCREENED PORCH NATURAL RED CEDAR W/ RED CEDAR FRAME (SEE DWGS) 1g CUSTOM —BY G.C. CUSTOM _ S-3" x 7'-0" G.C. TO VERIFY LEFT HINGE — GARAGE PAINTED 13 1x6 WITH Z—FRAME (SEE DWGS) 14 O CUSTOM —BY G.C. CUSTOM _ 6'-6" x 7'-0" G.C. TO VERIFY ± SLIDING - GARAGE PAINTED 14 1x6 WITH Z—FRAME (SEE DWGS) 15 CUSTOM —BY G.C. CUSTOM _ 6'-6" x 7'-0" G.C. TO VERIFY SLIDING — GARAGE PAINTED 15 1x6 WITH Z -FRAME (SEE DWGS) 1s CUSTOM -BY G.C. CUSTOM _ (2) 4'-0" x 7'-0" G.C. TO VERIFY LEFT - RIGHT - GARAGE PAINTED 16 1x6 WITH Z -FRAME (SEE DWGS) NOTES: 1. ALL DOORS TO HAVE PAINTED WOOD FRAME SCREENS BY MORGAN OR EQUAL. 2. ALL DOORS TO HAVE PEWTER HARDWARE. 3. EXTERIOR CLAD FINISH TO BE CAPE COD BLUE Revision 4 Revision 3 Revision 2 Revision 1 REVISIONS: MALCOLM NOLEN RESIDENCE Cedar Point Road West Yarmouth, MA SCHEDULES SCALE: As Noted DRAWN BY. PCC CHECKED BY: PJB PETER JAMES BREESE A R C H I T E C T PHONE 508 693 8272 FAX 508 696 9956 DATE ISSUED: Bldg Permit Set 26 MAR 01 SHEET NUMBER Architectural A-8.1 I I ' � I L--------------------------I I I Revision 2 I I Revision 1 L ------ I i I I L ---------- ---------J I I I �_ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I F' rj --- -------L I -L — — — — --------L ---� 3 SOUTH ELEVATION SCALE: 1 /4' =1'-0" BSM TOP OF SLAB EL. -9'-4" I I ii ii I I I I I I I I I I I I I I I I I I I L-----------------------------------1----------- WEST ELEVATION SCALE: 114.= /4'=1'-0' I I I I I I I I Ll I I I I I I I F' ----------I---- ----I--------- I I I I Li Ll I I I I I I I I I I I I I I I I I I -i---J tml KEY PLAN Revision 4 Revision 3 Revision 2 Revision 1 REVISIONS: MALCOLM NOLEN RESIDENCE Cedar Point Road West Yarmouth, MA SOUTH & WEST ELEVATIONS SCALE. 1/4"=V-0" DRAWN BY. PCC CHECKED BY. PJB PETER JAMES BREESE A R C HI T E C T PHONE 508 693 8272 FAX 508 696 9956 DATE ISSUED: Bldg Permit Set 26 MAR 01 SHEET NUMBER Architectural A-3.2 j COVVEN ASSOC'ATES sz,,,!%,;:!uraf Engineers 29 Vesto F:=� p.,acscchv_etfs 01760 ne (50E) 655-3i97E Facsimile E55-4264 EmaTI NEW (P -T.' /2' CAP PL. x 4' x 6" LONG (2)- 5/8- 0 BOLTS NEW WF STEEL BEAM 1 I t 1/2" CAL L" W/ (2)- 5/E'" C BOLTS PIPE C_ KEEPER F (2 1/2" V W/ (2) - SCREWS TYPICAL 1":TERIC= DETAILS ' "I' I 1;e C H r A COWEN ASSOCIATES Consulting Structural Engineers 29 Vesta Road NATICK, MASSACHUSETTS 01760 (508) 655-3976 FAX (508) 655-4284 <';s•V j( f�F 2 JOB_ _ldSzer:Al SHEET N:C OF CALCULA—E: F, j DATE CHECKEC DATE SCALE '4" A ..... . . . . . . . . . . . ... . ........ ... . .... .... .. .... ........... .......... .............. Revision 3 c' <';s•V j( f�F 2 JOB_ _ldSzer:Al SHEET N:C OF CALCULA—E: F, j DATE CHECKEC DATE SCALE '4" A ..... . . . . . . . . . . . ... . ........ ... . .... .... .. .... ........... .......... .............. Revision 3 � ti = 7 ='— .. . ... ...... ............. .. ..... . ..... ......... . I A" .. ........ . ....... ... — . ..... ............. .... . ....... ......... . .............. RESIDENCE Cedar Point Road West Yarmouth, MA ............ . r /V1 ....... ............ ........... .... ........... DRAWN BY. CHECKED BY - PETER JAMES BREESE A R C H I T E C T ......... . .......... . ..... . .. ........... ....................... .......... . ............ . ............... .......... . . . .......... . ........ ............. ...... .... ..... .. .... ............ .. ......... . . ....... ............. .......... ........... .......... ........... IV • .......... . .......... ..... .......... . . . .......... ......... . . . . ... . . .......... ............. ........ — .......... ... .......... .... ........ .............. .......... . ..... .. .............. . e . .......... ................. e- .......... - .. ............ ....... .............. ............. .......... . ........... . ... .. 62" r) .. ........ ............ . . ..... 14 r ............ . ..... ............ .......... ................. ........ ... ............. ............. 4R' ...... ........... ... ........... . ............. .. ......... ........... . . ........ ............ . Fl-_­Xt 204-1 (Single Sheets) 205 1 (Padded)L��— bL&Tt- Vmr4' $90'WAni ?-1U=E'l-W0-2256380 I 7 ,If C' COWEN ASSOCIATES Consulting Structural Enginep-S 29 Vesta Road NATICK, MASSACHUSETTS 01-,:-- (508) 655.3976 FAX (508) 655-4284 - -if- - 1�1� K V q)/A 1-i -2 C�r — c'--t—A-r-0 BY Revision 4 DATE Revision 3 � ti = 7 ='— CATZ- REVISIONS. PIC0,772.14 I (Padded) J�(ohc Q�t. Hiss I Revision 4 Revision 3 Revision 2 Revision 1 REVISIONS. MALCOLM NOLEN RESIDENCE Cedar Point Road West Yarmouth, MA Structural Details SCALE. As Noted DRAWN BY. CHECKED BY - PETER JAMES BREESE A R C H I T E C T PHONE 508 693 8272 FAX 508 696 9956 f ,r'DA7r/S ILI. % IN - 411A r eft Set V Progress Set Construction Set SHEET NUMBER New Bldg Am U 13 I A MEZZANINE Rlnr,i= EL. 29'-6 5/8" TOP PLATE _ EL. 26'-3" SAVE DET c, M EZZAN I N E (j)s CALE: 3I4'=1'-0' 2x6 (2) 2x6 TOP PLATE - 2 SHINGLE COURSES— METAL DRIP EDGE 2x5/4 SHADOW BD - 1x5 FASCIA 1x4 SOFFIT BOARDS— SPACED W/ CONT. SCREENED OPENING 1x5 RABBETED FRIEZE BOARD U U O 3 - CD z UjW 19 ALASKAN YELLOW CEDAR SHINGLES 4" EXPOSURE ICE AND WATER SHIELD OVER EAVE AND UP TO 3'-0" ABOVE VALLEY CEDAR BREATHER 5/8" PLYWD SHEATHING LCC FLASHING 1'-38" 12 ~1 4 L,� 200 RIM JOIST 2" RIGID INSUL LCC FLASHING 20 1x3" BLOCKING AS REQ'D- 5/45 (3) 2x8 HDRS W/- 112" PLYWD /1/2"PLYWD SPACERS 1x5 HEAD CASING— (WHERE ASING—(WHERE APPLICABLE) 0 z 0 rn I 5/43 RED CEDAR WHITE CEDAR SHINGLES - 4 1/2" EXPOSURE TYVEK OR SIM 1/2" PLYWD SHEATHING - 2x6 SOLE PLATE 2x6 PT SILL FIN GRADE 2) 2x4 TOP PLATE •I �1T 1" AIR .� IIA BATT INSUL I1��-R 30 _ :: �ul�=.O. PLASTE 2x4 WD STUD PARTITION @ 16" O.C. W/3 1/2" SOUND ATTENUATION BATTS HALL S -U MIN 2x4 SOLE PLATE 1x5 BASE 10" TJI FLOOR JOISTS @ 16" O.C. CEDAR RIDGE VENT CAP 12 9 7""o 6EDRM 0 d z U Z Z PLAY RM N C d I O cD cnZ O I z + o z cc WINDOW UNIT AS PER `V SCHEDULE °O SILL (2) 2x6 SILL 1x4 APRON 1/2" BLUE BD W/ SKIM COAT PLASTER 2x6 @ 16" O.0 W/ R-19 INSUL & o VAPOR BARRIER J 1x5 BASE Cn FIN FL AS PER SPEC 3/4" T&G PLYWD SUBFL -' GLUED & SCREWED E L. -6 �� j;► I I� I IHI I I-1 1111111111111111 I IHI I IE] I I—_I 1111 1111 1 EIII=III—III=III=III=III III=III=III II 12" TJI FLOOR 11111 E111=111=111-1111 11=111=111—I 1= JOISTS @ 16" O.C. 11=1 11-1 11-1 I„ I I1-111=1 I —1 -1 Al SLOPE GRADE AWAY FROM -19 BATT INSUL BLDG �° 0 2x10 PT RIM JOIST SEE FOUNDATION PLAN— FOR LAN FOR TOP OF WALL ELEV 2x P.T. SILL °° 1/2"0 ANCHOR BOLT @ 4'-0" O.C. EXTEND 18" MIN INTO CONIC 10" REINF CONIC FOUNDATION WALL FOR FC'JNDATION V.'':+ & ° FOCF':G DETAILS & -"INFORCING ° SEE S`?UCTURAL C'&3S °a Q 10" a� I DAMPPROOFING DRAINAGE MAT d ° a Ift a d 1/2" EXPANSION JOINT d . 4 CONC. SLAB ON GRADE W/ 6X6-10/10 WWF 4 MIL POLYETHYLENE ° VAPOR BARRIER ° d d d d w d 2"x4" KEY 7777L --.Fl a 2" RIGID INSUL VERT PERIMETER DRAIN IN ° d a ° & 2'-0" HORIZ GEOTEXTILE SLEEVE ° I rl 11=111=111=1 6" GRAVEL BED GRAVEL FILL 1 11 Ii ii iiCOMPACTED FILL REINF. CONC. FTG. =III=IIIIII=III= UNDISTURBED BEARING SOIL I—III 2 TON MIN TO BE V.I.F. -ROOF TRUSS ASSEMBLY 2x8 UPPER CHORD & 2x10 LOWER CHORD FOR ROOF TRUSS DETAILS SEE STRUCTURAL DWGS ff'N..4- 00 in %o I O 2ND FL RIDGE EL. ±231-0 3/4" PLATE_ EL. 17'-4" 2ND FL SUBFL EL. 9'-10" 1 ST FL SUBFL -- — I EL. 0�_0�� - NVI i 1 i STORAGE TYP WALL SECTION @ 2 STY WING SCALE: 3/4"=1'-0" I Q) _ BSMT TOP OF_SLAB- EL. LABEL. -9'-4" Revision 4 Revision 3 Revision 2 Revision 1 REVISIONS: MALCOLM NOLEN RESIDENCE Cedar Point Road West Yarmouth, MA TYP WALL SECTION SCALE. As Noted DRAWN BY.• CHECKED BY: PJB PETER JAMES BREESE A R C H IT E C T PHONE 508 693 8272 FAX 508 696 9956 DATE ISSUED: PERMIT SET 26 MAR 01 SHEET NUMBER Architectural A-5.1