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Home My WebLink About37 Vernon Street - Addition and RenovationsADDITION/RENOVATIONS I I TO THE MARROCCO RESIDENCE 37 VERNON STREET WEST YARMOUTH, MA. GENERAL NOTES ES (See also P! o `sct S ecifications;: J p B. existing surfaces disturbed during the course of the Work shall be reconstructed anld R EI /1 T I (1 finished to match adjoining surfaces. Patched areas shall be finished in -such a ms 1Z 1 \j N as to provide visual and structural Continuity across the entire affected surface. I. The ,General Conditions state that the Contract Documents ore com limenta ft ANCHOR BOLT P JOINT Y- 9. All voids created or surfaces disturbed resulting from cutting, removal or installaT JT LAG F.F. ABOVE FINISH FLOOR LAG LAG BOLT. 2. Provide the services of a Massachusetts Registered Surveyor to_layouL strut ure on site elements as part of the Work shall be filled and finished t ACOUSTICAL TILE LAM. LAMINA and Esta ' bl l sh exls ' to o TE g elevations, Elevation of finished floor Shall be established by 10, Except as match adjoining construction.UM ALUMINUM LAV, LAVATORY Architect with elevation information provided by Surveyor. P provided in the Documents no structural member or element hall be DD ANODIZED L LENGTH AT - MFR .MANUFACTURER without written approval of the Architect. The General Contractor 5ha11 coordinatMT BASEMENT N.C. MASONRY OPENING 3. The General Contractor is responsible for all the work. cutting and shall advise; the Architect of Ari potential r BlruMlNous MAT. M G A. Build and install parts of the Work -level lumb y PQ tial conflicts with new or existinK BLOCK ATERIALStructure. KG BLOCKINGMAX MAXIMUM r- P , SQyare and In correct position. T BOTTOM. NEC". MECHANICAL B. Make joints tight and neat, If such is impossible, apply moldings, sealant or o: her II. Demolition work shall MIN-- MINIMUM joint treatment- as directed by. Architect, only be carried out once all temporary shoring and braCln IS I B.O,W. BOTTOM OF WALL MTD. MOUNTED C. Under potentially damp, conditions, provide galvanic insulation between di Place• Removal of all tem ora supports s g n BM BEAM NO NUMBER temporary ppOrts hall be; completed only after new Work is secure BLDG BUILDING NON. NOMINAL metals which are not adjacent on the galvanic'scale. different and Complete CPT CARPET CSN.I.C. MT CASEMENT NOT IN CONTRACT D. Apply protective finish to parts of the Work before concealing them, For example, 12• All materials equipment and workmanship CK CAULKING N•T.S. NOT TO SCALE Pp Shall conform to the `requirements of CLG CEILING ) O:C. ON CENTER paint door tops bottoms glazing stops, glazing rebates, and hardware cutouts before authorities having jurisdiction Of the Work.' OH OVERHEAD hanging doors, and paint` corrodible mounting plates before installing parts over tnern. 13. All materials and cLos cLosET OPNG, 'OPENING COL COLUMN PNT, PAINT E. Where accessories are required in order to install parts Of the Work in usable fcrm equipment shall comply with the -Occupational Safety -and Health Act CONC• CONCRETE PTD PAINTED and to make the > Work perform properly, including all Omendment5, CMU CONCRETE MASONRY UNIT PNL PANEL t� p perly provide such accessories: If special tOJls COJST. CONSTRUCTION PART. PARTITION are req} iced to maintain) adjust and repair products, provide them: 14. All materials and egyipment shall conform to the-regyirements of authorities CONT, CONTINUOUS PL PLATE F. Follow manufacturer's instructions for assembling, installing and adjusting products, jurisdiction regarding not using or installing asbestos or osb ' ties having CJ COUNTERS oNSTR. JOINT PLas PLASTER CTSK COUNTERSUNK DO not install products In q manner contrary t0 the manufacturer's 1n5trUGtlOnS eStOS-containing materials. DET, DETAIL P•�M• PLASTIC LAMINATE unless authorized in writing by the Architect. 15• All paint used On all products and ;assemblies shall- conform to A.N.S.I. Z66.1 DA DIAMETER PLBG• PLUMBING I - i DIMENSION PLYWD'PLYWOOD G. Adjust and operate alt items of e I Specifications for Paints and Coatings Accessible to Children to Minimize Dry Film Toxicity. DR DOOR P.T. PRESSURE TREATED ql1 Pment,. leaving them fully 'Ready for USE. Y• DH DOUBLEHUNG O.T. QUARRY TILE N. The division of the Documents into Architectural, Structural, Electrical, Mechanical 16, All warranties, guarantees and service maintenance agreements shall DPAR DRAWER READ REQUIRED Plumbing' and Civil components' is not intended as division of the Work by` trade cr commence on the DWG(s) DRAWING(5) REF- REFIGERATOR' date of Substantial Completion of the Work or of the item -being guaranteed, whichever is REV. REVISIONS otherwise. later, so that the Owner may receive full use of the item for the guarantee DF DRINKING FOUNTAIN DW '.DISHWASHER R RISER L Provide utility installations from lot line to house including underground electrical, period• g tee or warranty ELEC. ELECTRIC(AL) RD ROOF DRAIN water, telephone <and CATV to comply with all local codes and re iremerlts EL ELEVATION RI`I• ROOM J. Concrete shall have compressive strength of 3000 17, GENERAL WORK TO BE PERFORMED AS PART O ELEV. ELEVATOR R.O. ROUGH OPENING g Psi @ 25 days for walls and F THE GENERAL g tight to TION: EMIR EMERc,> EMERGENCY SECT. SECTION 3500 psi-C� slab work :and reinforcing rods 4 woven wire fabric WW A. Seal cracks and openings to make the exterior skin of the buil EQ EQUAL SCHED; SCHEDULE i F) per drawin ding tight to water and SPEC. SPECIFICATIONS Where noted, provide hard steel trowel finish on stabs, g�' air entry. Exlsr, rxlsrlNG sL sIDEUGHr B. Provide adequate blocking, bracing,-nailere, or DCG•' sro. STANDARD Dampproofing shall be factory manufactured semi -mastic consistent from as -, fastenings and other supports E EXPANSION Joirlr and mineral fibers and installed on all walls and footin y asphalts parts of the work securely. Blocking, bracing, rollers, PP to install EX I EXPOSED ssP SHELF#POLE gs, t n tea fastenings and other supports EXT. EXTERIOR STL STEEL Piers for decks shall be concrete'. filled Sonotube forms.. shall be of a type' not subject todeterioratian .or weakening as the result of FIN '.FINISHED SUSP.. SUSPENDED environmental conditions or aging; FA FIRE: ALARM THK THICK 4. The General Contractor shall Verify all dimensions at the site and shall noti r- _--F-BI , ":FURNISHED BY OW T¢B:. TOMOTTOM fl the C. Perform cutting and patching for alt trades. Patch holes Where ducts FE FIRE EXTIN U OWNER TGG TONGUE6GROGVE Architect of any discrepancies before proceeding with the Work or purchasing cald other products conduit,- pipes G ISHER T.O.F. P sing materials Pr pass through or are being removed from existing con L FLOORING) TOP OF FOUNDATION Or ecOpment. Verify critical dimensions in the field before fabricating items which must D. Provide chases furred s 9 struction. FLUOR `FwoRESCENT T.O.W. TOP OF WALL fit adjoining construction, paces, trenches, Covers, pits, foundations and other FT FOOT T TREAD construction required in conjunction with the Work. If such construction is no END FOOTING UNPIN. TYPICAL 5. All details all s ar e t t Fou FI i .-,h NDA N. own on the Drawings, coordinate with Architect" forsizesand placement, FOUNDATION uNFIwsHED typical unless .otherwise noted: and are not necessarily shown in the Fl1R2 FURRED(ING) V.I.F. VERIFY IN FIELD Documents at. all locations where they occur. E. Provide and coordinate access doors and planets as required for access toe i e G GAS VIN VINYL requiring adjustment, inspection, -:maintenance. Or other access an e lfo nt GAL`/. GALVANIZED VGY - VINYL WALCOMPOSITION VERT TILE G. The Architectural Documents govern the location of all Electrical and Mechanical items d q5-:regylred for access -GC GRADING CONTRACTOR VWC VINYL WALL COVERING t0 spaces not otherwise accessible, -.,such as atala5 C8'1d C6QW1 spaces. -GL "GLASS/GLAZING, WC WATER CLOSET installed as a part of ;the Work. F. Check Drawings and manufacturers' literature for regyirements ;for bases GR GRADING W WIDE/WIDTH 7. Existing items which are not ,to be 'removed -and are damaged or removed in the course other supporting structures. Provide such structures. Remove'su Orlin F 1s and PDED GYPSUMBOARDmi WITH Supporting structures H°E'° HARDBOARD "/a WITHOUT OF the ,Work shall be repaired and replaced in like new condition without cost. Ossociated with removed equipment and patch remaining surfaces. HDD HARDWOOD N.W.M. WELDED HIRE MESH G. As part Of one year warranty 5 .HVAC HEATING, ARDWA VENTILATING, WD WOOD Y y pecified in the General Conditions, repair cracks and 4 AIR CONDITIONING other damage which occur as a result of settlement and shrinkage during the first year HGTIa HERGDHTARE after Substantial Completion. H.M. xELLOw METAL 18, All work shall conform to the applicable sections of the Massachusetts State Building wst _ INSULATION INT. INTERIOR Code, Sixth Edition. For residential projects, particular attention shall be paid to Chapter JT JOINT 36 - One E Two Family Dwellings, especially Table 3606.2.3 "Fastener Sched Nembers". ule for Structural SYMBOLS Z , _ 45,5 O Q xiov�O rrr�r <g NORTH nil -n - ARROW SECTION INDICATOR - LETTER IN TOP HALF OF CIRCLE INDICATES THE SPECIFIC SECTION. THE NUMBER AND LETTER IN THE BOTTOM HALF INDICATES THE NEWT -G! SPOT ELEVATION EXISTING TNG SP OT ELEVATION LEVEL LINE OR WORKING POINT ROOM NUMBER DOOR NUMBER WINDOW TYPE WALL TYPE REVISION MARK CONCRETE - PLAN OR SECTION BRICK - PLANS OR SECTIONS CONCRETE BLOCK PLANS OR SEC. PLYWOOD STEEL, LARGE SCALE ROUGH LUMBER FINISH LUMBER INSULATION - RIGID - INSULATION - BATT EARTH COMPACT GRAVEL WELDED WIRE MESH PROPERTY TY LINE CENTER LINE _ SCHEDULE OF DRAWINGS A-11 TITLE SHEET A-2 FIRST FLOOR PLAN & SECOND FLOOR PLAN A-3 ELEVATIONS A-4 SCHEDULES A-5 CROSS SECTIONS SECOND FLOOR FRAMING PLAN ROOF FRAMING PLAN & DETAILS yt r� Ta'O i 1 REViEIh'EDFC3gi,i�Dih;G,;',10 P1'CODE C011, . ANCE ERROnaC 01,1p1I�Ci7,d317UNOTREIIEV THE APFROM ThE Rea" 6113ILITY OF 'AS BU LT, COb PL1A`.CE DATE;2 ^ Z`9 6,or FILE Copy ,S D ,, F B 2 2 2008 u IJ DEPT. DRAWINGS ARE REtPRESEI`NTTATIONAL, ONLY DO NOT S L•ALE DRAWINGS STAMP; TITLE: TITLE SHEET DATE ISSUED: REVISIONS: DRAWN BY: PROJECT #: DRAWING NO.: 11/02/07 LU co Co z z 0 N 0 LU O 10 0 ® 0 0 O I— In 0. J i—• I 10 J Q �c w lam-_ Eli Q� �z �_ 06 xw �c mOa W Q O3: TITLE: TITLE SHEET DATE ISSUED: REVISIONS: DRAWN BY: PROJECT #: DRAWING NO.: 11/02/07 LU z z 0 LU F_ 0 TITLE: TITLE SHEET DATE ISSUED: REVISIONS: DRAWN BY: PROJECT #: DRAWING NO.: 11/02/07 LU 0 LU 0 ® 0 I— C J i—• I TITLE: TITLE SHEET DATE ISSUED: REVISIONS: DRAWN BY: PROJECT #: DRAWING NO.: 11/02/07 D 1 _ VF EDR �D 2 c BEDRN. 109 S.F. 1 A O O O 1 +/-20'-0e r-�SECON ® FLOOR PLA INDICATES N C h WE G.CI TO FIELD VERIFY THAT THIS SIZE WINDOW WILL WORK IN THIS ,AREA PRIOR TO ORDERING WDWS STAMP: z (D U3 CLI Q J Q WLu_ F=— zv Q =_ om U 0 10 (N O n � c')z x w O� m� cn Lu O� L LJ CI3 O ED < ® LJ..i < V) L LJ >LJJOf O Lu ®0 OCt O Lu ® co Lu 1 TITLE: FLOOR PLANS DATE ISSUED: REVISIONS: 12/07/07 DRAWN BY: PROJECT #: DRAWING NO.. 1 1 /02/(' -�C WILE. IBM OUTSIDE SHOVER ENCLOSURE 4ER BD. NGLES 'OSURE EK qRAP .r 2x2 DRIP CAP iKIRT BD. ENCLOSURE TO REMAIN EFT SIDE ELEVATION ALttW-. a— STAMP: ARCHITECTURAL STYLE SOXOUT RAKE BDS. Ix3 DRIP BD. ON Ix 0 RAKE BD. ASPHALT 'SHINGLES COPPER FLASHING ON GROWN MOULD ON Ix6 HEADCASING' Ix8 CORNER BD. Ix6 LASING R.G. CLAPBOARDS FLASHING 2x2 DRIP CAP ix& FRIEZE BDS. ON IXIO SKIRT BD. COVERED ENTRY- ROOF - DECORATIVE BRACKETS 5 J` EXPOSURE LANDING _ _LEVEL- - — OUTSIDE SHOVER ENCLOSURE 4ER BD. NGLES 'OSURE EK qRAP .r 2x2 DRIP CAP iKIRT BD. ENCLOSURE TO REMAIN EFT SIDE ELEVATION ALttW-. a— STAMP: ARCHITECTURAL STYLE 0 R ASPHALT 'SHINGLES ALUM GUTTERS ON IxB FASCIA ::BDS. z ix& FRIEZE BDS. N.C. SHINGLES N Q o 5 J` EXPOSURE z Q ON TYVEK mU = X � m HOUSE WRAP �Q 3 O U Lu I f ® Q O x Cn LUL s O C O �0 LIJ_®U Oma: z O [v a O ry Lu > >— F— ® ' l s� RIC OUTSIDE SHOVER ENCLOSURE 4ER BD. NGLES 'OSURE EK qRAP .r 2x2 DRIP CAP iKIRT BD. ENCLOSURE TO REMAIN EFT SIDE ELEVATION ALttW-. a— STAMP: 0 R 6 0 0 x d z V-) D 'O N Q o LU z Q L.Li n Z mU = X � m �Q 2 Oco Lu I f ® Q I�1j Cn LUL O C O �0 LIJ_®U Oma: z O [v O ry Lu > >— F— ® ' l • u C Q Lu F— TITLE: ELEVATIONS I DATE ISSUED: 11/02/07 REVISIONS: 12/07/07 DRAWN BY: PROJECT #: DRAWING NO.: Arm If It tA3 i 1 WINDOW SCHEDULE MARK Manufacturer Model TYPE SIZE NOTES WIDTH R.O. HEIGHT R.O. A ANDERSEN TW30410 DBL HUNG V-2 1/8" V-0 7/8" -- B-' ANDERSEN G44 GLIDER 4'-011' 41-0" -- C ANDERSEN TW3046 DBL. HUNG V-2 1/8" 4-8 7/8" -- D ANDERSEN TW2436 DBL HUNG 2'-6 1/8" V-8 7/8" 6'-8" INSTALL ALL WINDOWS AT 7-0" UNLESS NOTED OTHERWISE fI * THIS TABLE BASED ON ANDERSEN TILT -WASH 400 SERIES WINDOW; NO�.EVER I OTHER SIMILAR WINDOW PRODUCTS MANUFACTURED BY PELLA, POZZI, EAGLE jj MAY BE SUBMITTED. NOTES: 1. GRILLE PATTERNS ARE AS SHOWN 7/8" COLONIAL PATTERN, PERMANENTLY APPLIED INTERIOR t EXTERIOR W/ NO SPACERS 2. ALL WINDOWS SHALL HAVE WHITE PRE -FINISHED INTERIORS. 3. ALL WINDOWS TO HAVE (I) STANDARD SASH LOCK t KEEPER WHI E FINISH 4. ALL WINDOWS TO HAVE (I)- CONTEMPORARY SASH LIFT WHITE FINISH 5. CONTRACTOR TO VERIFY ROUGH OPENING ON WINDOW SCHEDULE PRIOR ,TO ROUGH FRAMING. G. G.C. TO FIELD VERIFY WINDOW SZES TO LOCATION PRIOR TO ORDERING TO ENSURE THE PLACEMENT OF WINDOWS WILL FIT IN THERE PLACED LOCATION AND THAT TEMPERED GLASS 15 NOT REQUIRED. WINDOWTRIM SIDING (SILL DETAIL EXTERIOR DOOR SCHEDULE STOOLCAP TYPE I BROSCO 1282 OR SIMILAR POPLAR ST OL -PRIMED $ PAINTED NOTES APRON TYPE 1 3 1/2" WINDSOR CASING FINGER -JOINTED PINE -PRIMED 6 PAINTED WITH, MITERED CORNERS 3'-0" .CASINGS TYPE 1 3 1/2" WINDSOR CASING FINGER -JOINTED PINE -PRIMED It PAINTED 3'-6" BASEBOARD TYPE 1 7 1/2" ONE PIECE NECK TYPE BASE COVENTRY PANEL 4'-0" TAIR PARTS "CHEDULE 06 SPAN TABLE 780 CMR COVENTRY 4 PANEL SIDING 6'-S" -- NEWEL POST: BR05CO B-769 3'-0" 6'-8" RAILING BROSCO 5-720 WITH SUBPAIL BR0500 B-834 COVENTRY 4 PANEL 2'-6"-- BALUSTERS: BROSCO 5-777 CRAFTSMAN COVENTRY PANEL POsFTTFs: BROSCO B -905A SIDING (SILL DETAIL EXTERIOR DOOR SCHEDULE NUMBER Manufacturer Model (3) 2x HEADER AS REQUIRED BY NOTES WIDTH HEIGHT 01 THERMA-TRU C60 3'-0" 7'-0" LE SILL BRONZE ABN SH 02 THERMA-TRU I P5108 3'-6" 6'-8" LOW E GLASS 05 CRAFTSMAN COVENTRY PANEL 4'-0" 6'-8" -- 06 SPAN TABLE 780 CMR COVENTRY 4 PANEL SIDING 6'-S" -- 07 CRAFTSMAN COVENTRY PANEL 3'-0" 6'-8" -- 08 CRAFTSMAN COVENTRY 4 PANEL 2'-6"-- 09 CRAFTSMAN COVENTRY PANEL 3'-0" 6'-8" -- 10 CRAFTSMAN COVENTRY 4 PANEL V-6" " 6'-5 -- 11 I" RIGID INSUL. COVENTRY PANEL 3'-0" 6'-S" -- 12 CRAFTSMAN COVENTRY 4 PANEL ALUM. FLASHING, WHITE 6'-8" I Ix5 PVC HEAD TRIM ' 5/4x5 POPLAR CAULKING FLAT STOCK 1 I _ CAULKING �\ 2x2 PVC. SUB -� \ SIDING (SILL DETAIL EXTERIOR DOOR SCHEDULE NUMBER Manufacturer Model DOOR SIZE NOTES WIDTH HEIGHT 01 THERMA-TRU C60 3'-0" 7'-0" LE SILL BRONZE ABN SH 02 THERMA-TRU I P5108 3'-6" 6'-8" LOW E GLASS INTERIOR DOOR SCHEDULE NUMBER Manufacturer Model DOOR SIZE NOTES WIDTH HEIGHT 03 CRAFTSMAN COVENTRY 4 PANEL 2'-4" 6'-8" -- 04 CRAFTSMAN COVENTRY 4 PANEL 2'-8" 6'-8" LOUVER DOOR 05 CRAFTSMAN COVENTRY PANEL 4'-0" 6'-8" -- 06 CRAFTSMAN COVENTRY 4 PANEL 2'-6" 6'-S" -- 07 CRAFTSMAN COVENTRY PANEL 3'-0" 6'-8" -- 08 CRAFTSMAN COVENTRY 4 PANEL 2'-6"-- 09 CRAFTSMAN COVENTRY PANEL 3'-0" 6'-8" -- 10 CRAFTSMAN COVENTRY 4 PANEL V-6" " 6'-5 -- 11 CRAFTSMAN COVENTRY PANEL 3'-0" 6'-S" -- 12 CRAFTSMAN COVENTRY 4 PANEL 2'-6" 6'-8" STOOL CAP BLOCKING 5" POPLAR APRON FLAT STOCK NOTES - ALL INTERIOR DOORS TO BE SOLID CORE NASONITE. FINAL DOOR MANUFACTURER $ STYLE TO BE DETERMINED BY OWNER C,)JAII-11B DETAIL SCALE. 6'm '-6° N� ALL "TYVEK FLEXWRAP" AT ALL WINDOW OPENINGS ADHERE INTO ROUGH OPENING ACROSS AND UP JAMBS (MIN. 6") STAMP: 0 0 N O co 0 x a TITLE: F -- Lu 2 LLJ 44 f� 13 �O O� L F— r�,, Cf) SCHEDULES DATE ISSUED: 11102107 REVISIONS: DRAWN BY: PROJECT #: DRAWING NO.: 0 Ly L e s LU TITLE: F -- Lu 2 LLJ 44 f� 13 �O O� L F— r�,, Cf) SCHEDULES DATE ISSUED: 11102107 REVISIONS: DRAWN BY: PROJECT #: DRAWING NO.: 8" BOXOUT RAKE FRONT $ REAR LADDER FRAME 2x6 @ 16" O.C. Q=17-1-=IL_I---]_ I - - - - - - - - - - - q� 1 i i I I I I @i N 0 N nc ORCONSTRUCTION 3/4" TfG PLYWD SUBFLOOR 11 J" TJI's P 16" O.C. w/6" SOUND BATTS 6" (RIO.) FIBERGLASS BATT INSULATION 2x4 @16" O.G. 12 10 BEDROOM EX. FLOOR STAMP: GON'T RIDGE VENT 5 j"xI5" PARALAN RIDGE BEAN SUPPORT BOTH ENDS DOWN. TO FOUNDATION ATTIC —31" Tt G PLYWD ON 2x10 @ 16" O.C. I x 3 STRAPPING AT 16" O.G. 1/2" G.W.B.—PAINTED HALL I x 3 STRAPPING AT 16" O.G. 1/2" G.W.B.—PAINTED LIVING RI -1. CROSS SECTION TYPICAL ROOF CONSTRUCTION ARCHITECTURAL STYLE ASPHALT SHINGLES ON 15# BUILDING FELT ON 1/2" CDX PLYWD, 2x10 RAFTERS @ 16" O.G. w/ SIMPSON H2.5 CLIPS @ 16" O.G. q" (R-30) FIBERGLASS BATT KRAFT FACED INSUL. ALUM. GUTTERS ON Ix8 FASCIA BDS Ix8 SOFFIT ua/ CON'T VINYL SOFFIT VENT TYPICAL WALL, CONSTRUCTION W.C. SHINGLES 5 1/2" EXPOSURE TYVEK HOUSEWRAP 1/2" CDX PLYWOOD 2x4 STUDS @ 16" O.G. 3 1/2" R13 UNFAGED FIBERGLASS BATT INSULATION 1/2" G.W.B.—PAINTED FOUNDATION TITLE: 0 0 O N O 10 n OD O u7 2 d LLJ � � 1 iy U) W O^ 10 04O U) ` '.. i1! t S X Q CO UC t2f U) Q I 0 GON'T RIDGE VENT 5 j"xI5" PARALAN RIDGE BEAN SUPPORT BOTH ENDS DOWN. TO FOUNDATION ATTIC —31" Tt G PLYWD ON 2x10 @ 16" O.C. I x 3 STRAPPING AT 16" O.G. 1/2" G.W.B.—PAINTED HALL I x 3 STRAPPING AT 16" O.G. 1/2" G.W.B.—PAINTED LIVING RI -1. CROSS SECTION TYPICAL ROOF CONSTRUCTION ARCHITECTURAL STYLE ASPHALT SHINGLES ON 15# BUILDING FELT ON 1/2" CDX PLYWD, 2x10 RAFTERS @ 16" O.G. w/ SIMPSON H2.5 CLIPS @ 16" O.G. q" (R-30) FIBERGLASS BATT KRAFT FACED INSUL. ALUM. GUTTERS ON Ix8 FASCIA BDS Ix8 SOFFIT ua/ CON'T VINYL SOFFIT VENT TYPICAL WALL, CONSTRUCTION W.C. SHINGLES 5 1/2" EXPOSURE TYVEK HOUSEWRAP 1/2" CDX PLYWOOD 2x4 STUDS @ 16" O.G. 3 1/2" R13 UNFAGED FIBERGLASS BATT INSULATION 1/2" G.W.B.—PAINTED FOUNDATION TITLE: FLOOR PLANS DATE ISSUED: 11/02/0,7 REVISIONS: 12/07/07 i7XA BY: PROJECT # DRAWING NO.: �Luy� O Cir) LLJ FLOOR PLANS DATE ISSUED: 11/02/0,7 REVISIONS: 12/07/07 i7XA BY: PROJECT # DRAWING NO.: