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BP-14739RESIDENTIAL 1999 :. e:::.MON S . I3U5I'I f"iOR � REV 1. Date plan reviewed: 2. 30 days to review period expires: 3. OK to issue date: 4. OK to issue subject to requested submittals(see project review worksheet): Date: 5. DENIED (see project review worksheet): Date: 6. HOLD reason: Date: 7. HOLD subject to Zoning Board of Appeals action: Date: 8. Comments: 9. Inspectc-'s Signature: to �_,.� batR Ub .,, INCT>� � ly r i r 'OTIRC AT ON :..: Applicant mfo7ep of above Date- v Tim . Clerk: Comments: $ECEIDN.Io 43FFtC>~11 SPEC#±(?R'S\'fn S` Total Permit Fee: $ Less Application Fee: $ 25.00 Remaining Balance: $ z� TOTAI, FEE: Gros-- -rea 'w Construc*;on total so._ - tiros Area ,iteration total ;Q. t�. — — Permit Issued To- /�'--u�i� d/, e 51 C TAN I >I AiilliTlr�L e(iiiV11 �TSS1 1✓5 G� RESIDENTIAL ❑ FOUNV.4TIO'V ONLY $25.00 APPLICATION FEE IS NAN.REFVAinnitiry c:hvpwin\forms\bldeapp.res Page d Rev. July 7, 1999 c:\wpwin\forms\bldeapp.res Page 1 Rev. Jlula 7. 1999 DrCTTITIVTT A T RESIDENTIAL 4999 - SECTCC}� ,:PCi7P1 RiY:E)4Y1E1SiTYIxIAEITflti#t#f #JGEi�IT... ::':::;::::::::. 2.1 Owner of Record: sE 1�G �ii�A 7, z9a) vok s-r (5082q90-7q33 t Name (print) Contact Address I Phone Number 2.2 Auth rized Agent-. h ( a 1 Q IRe/ems ST 5�0_ �iU `f33 Name (print) Contact Address Phone Number ;;;;:.:::::.:.:. SE :: (i .3.., iC-"fRITC—T. lffPb-SERV.TCFS 3.1 Licensed Construction Supervisor: Not Applicable ❑ Licensed Construction Supervisor License Number Address Expiration Date Signature Telephone 3.2 Registered Home Improvement Contractor: Not Applicable ❑ Are you a Home Improvement Contractor subject to (780 CMR-6)? ❑ yes ❑ no If no, go to the next section! Are you claiming exemption from the requirement? ❑ yes ❑ no If yes, submit the required affidavit! Company Name Registration Number (if none, state "none") Address Signature Telephone Expiration Date 3.3 For'Residential Remodel Work Only PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO THE GUARANTY FUND: QUESTIONS OR COMPLAINTS call or write: Home Improvement Contractors Registration, One Ashburton Place - Room 1301, Boston, MA 02108, (617) 727-8598 Owners Name (print) Signawre by signing the above, the home owner acknowledges that there will be no eligibilty to the Guaranty Fund Date 3.4 Homeowner Exemption - One & Two Family Only FOR HOMEOWNERS WHO INTEND TO PERFORM AND BE RESPONSIBLE FOR THEIR OWN PROJECT 109.1.1 Licensing of Construction Supervisors: Except for those structures governed by Construction Control in Section 116.0, effective July 1, 1982, no individual shall be engaged in directly supervising persons engaged in construction, reconstruction, alteration, repair, removal or demolition involving the structural elements of buildings or structures, unless he or she is licensed in accordance with the rules and regulations promulgated by the BBRS entitled Rules and Regulations for Licensing Construction Supervisors. Exception: Any Homeowner performing work for which a Building Permit is required shall be exempt from the provisions of this section; provides that if a Homeowner engages a person(s) for hire to do such work, that such Homeowner shall act as supervisor. For the purposes of this section only, a "Homeowner" is defined as follows: Person(s) who owns a parcel of land on which he/she resides or intends to reside, on which there is, or is intended to be, a one or two family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a Homeowner. If you are applyin under this section ige1 w: � Signature: Your signature carries certain responsibilities, including but not necessarily limited to, general liability NOTICE TO LICENSED CONTRACTORS: The Building Code provides in the Rules and Regulations section that any licensed Construction Supervisor, whether or not they have taken the permit are responsible for code compliance. (see Appendix of 780 CMR R5.2.15) ❑ deck ❑ pool ❑ accessory bldg. ❑ replacement window/door ❑ other ❑ demolitiion (shed/garage) no. of windows doors (specify below): (specify beltow): * If new construction, please complete the following: Single Family: no. of bedrooms no. of baths Two Family: no. of bedrooms unit 1 no. of baths unit 1 no. of bedrooms unit 2 no. of baths unit 2 ❑ Furnace (hot air) - fuel gas (natural or propane), fuel oil, electricity, other (specify): Boiler (heating) - fuel gas (natural or propane) fuel oil lectricity, other (specify): ❑ HVAC (combined unit) - primary fuel, natural gas, propane, electricity, other (specify): VAir conditioning - (separate unit) ❑ None of the above to be provided I9/Hot Water: Gas Electric Fuel Oil Other Brief Description of Proposed Work: Item I Estimated Cost ($) to be completed by permit applicant 15. Total = (1 + 2 + )+ 4) I *Estimated Total $ / yg, ")O U . t, D 1 (please rim) I, c�C �1(�� J property Ya as Owner of the subjecthereby authorize40-2,' to act on my behalf, in all matters relative to work authorized by this building permit application. Signature of Owner. r j l` Date _ �0- cc--- , as Owner/Authorized Agent hereby declare that the statements and informtation foregoi�plication are true and accurate, to the best of my knowledge and belief. Signed under the pains and penalties of perjury. Signature of Owner/Authorized Agent X:12�?v Date ';�-- /!h, c:\wpwin\forms\bldgapp.res Page 2 Rev. July 7, 1999 c:\Nvpwin\forms\bldgapp.res Page 3 Rev. JJuly 7. 1999 c. C"a MAP 33 LOT 54-7 103,600 S.F. r„ es U jE C? � C: 2. aUj CL ' fa r NOTE NOT ALL LOT SHOWN ON THIS AS6UILT. SEE SUBDIVISION PLAN FOR WHOLE LOT. BE NOWARK TOP OF SPINDLE ELEV 59.50 I certify that the foundation shown on this Plan is in compliances with the applicable Zoning By -Laws in the Town of DARTMOUTH. Correia's Engineering Inc. 8 Grinnell Street Le" sURIrTrwa South Dartmouth, mA. c1m aNcmzjrRmc 08748-88 f4 SUBDMSIONS Takpho" (508) 898-1088 SITE PLANS P= (508) 978-5949 AS —BUILT PLANS Joseph A Correia III Pres. k Joseph A Correia IV Yr. 30' N PROPOSED T.O.F ELEV 62.50 EXISTING T.O.F. ELEV 62.66 100, S RADCLIFFE LANE 249' LEI 40' 43, AS -BUILT F0 UNDA TION PLAN LOT 54-7 in DAR TM UTH, MA. Prepared for JOE PERERIA Scale 1 "= 50' MAY 17,2000 FILE # 00-0018 t c RA R�s D�NC, DARTMOUTH FIRE DISTRICT NO.2 03—/—nu —' DRAWINGS T-1 TITLE St4EET A-1 FOUNDA-it - !ON PLAN A,2 FIRST FLOORPLAN A-3 SECOND FLOOR PLAN A,4 GOOF PLAN - FRA'NING PLAN A-5 SECTIONS A-6' SECTIONS AND DETAILS A-7 FRONT ELEVATIONS A-8 LEFT AND RIGHT ELEVATIONS A-q REAR FVATI0N5 GENERAL CON STRUCTION NOTES G.C. TO VERIFY ALL BEAMS, COLUMNS ArJD FRAMING LUMBER FOR PROPER STRUCTURAL SIZING PRIOR 'TO CONS11 UCTION (G.C. TO VERIFY AND ADJUST FRAMING LIUMBER SIZES IF 'REQ.) G.C. IS RESPONSIBLE TO VERIFY ALL DIM.= NSIONS F'RIOR TO CONSTRUCTION START ALL CONCRETE WALLS TO BE 10" THICK, AND BOTTOM OF FOOTINGS TO BE A MINIMUM OF 48" BELOW GRADE FROM Ol LI LOWEST TOP OF WALL ELEVATION (i.e. GARAGE DCiOR MO.) I An An tuilt -Suiw y must be G.C. TO VERIFY EXACT LOCATION OF BASEMENT U T" ITY �E .x�° `�Bung WINDOWS WITH OWNER PRIOR TO POURING OF CONCRETE p;t. prior to aaMlng for FOUNDATION WALLS a o;��d�.tio>ra inspection or an- y farther er construction. ALL WINDOWS TO BE ANDERSON WINDOWS OR EQUAFI 8..pp.(/�1S D aRi ,;/�'t n .E �i ���i PER CHOICE OF THE OWNER, OWNER TO 'VERIFY ALL SIZES P�^ntM tlon �.F k at.. �i;�i��."vtC Ww ��T.. 4 r�, r v� ,-�-wryn—/-� fi+�- -� C n — *.f". . t ALL INTERIOR D00 — .. } ��� , DOORS TO BE A MIN. OF 2;' ����, � f —6 x6 8 ``�^p``� G: t ! i.A r t �,J'L' �.: w7 9 I4"i P 1 f,i _y3 m tt � ; � rf j of t ;t :tea s� � i l��l . l' - gam s, v: _ €j DOOR STYLE TO BE DETERMINED BY OWNER j }� J �vvJ #�� y4ly` to t Its. rC'qu . e.- o.y is o the �,t'i�: vtaiee�wYC, r+ fir �iry SW-s ASTirI-E-814. ALL WALLS TO RECEIVE A SKIM COAT PLASTER VENEER (G.C. TO VERIFY WITHIN OWNER) ALL DIMENSIONS ARE FROM EXTERIOR FACE OF STUD (PERIMETER WALLS) TO CENTER OF STUD (INTERIOR WALLS) G.C. =k0 VERIFY ALL DIMENSIONS DURING ROUGH FRAMING PHASE OF -"',INSTRUCTION, G.C. IS RESPONSIBLE TO VERIFY FINISH GRADE ELEVONS PER EXISTING FIELD CONDITIONS, AND COORDINATE ALL i;6I1CRETE FOUNDATION WALL ELEVATIONS WITH CONCRETE SUB F"111OR TO ERECTION OF FORMS AND POURING OF CONCRETE R G.C. IS RESPONSIBLE TO PROVIDE A SAFE WORKING EN fiRONMENT FREE FILE COPY OF ALL HAZARDS BOTH PHYSICAL AND ENVIRONMENTAL AS BEST TO HIS ABILITY. ALL CONSTRUCTION TO CONFORM TO ALL LOCAL, STATE RECID%D PLC 1 AND FEDERAL BUILDING CODES A Copy Of This Endorsed Plan Must Be re ftt on Site THE DESIGNER/DRAFTSPERSON SHALL NOT BE RESPONSIBLE FOR THE,}u Darin Construction a SAFETY, CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF � THE CONTRACTOR, TO CARRY OUT THE W10RK IN ACCORDANCE WITH THE REQUIRED LATEST CODES.JU C� �r�`4'IhdG rYsu��' AT THE BUILDING DURING THE DETAILS AND SECTION ON THE DRAWING ARE SHOWN AT SPECIFIC PROGRESS OF THIS WORK. BUIL INDEPARTMENT LOCATIONS AND ARE INTENDED TO SHOW GENERAL REQUIREMENTS T``"r, of nart:;Yout; THROUGHOUT. DETAILS NOTED "TYPICAL" IlMPLY ALL CONDITIONS ARE SONIC=TUBE SIZE ANID DEP TREATED SIMILARLY. DryUIt� DOR .� 0. DO NOT SCALE DRAWINGS BUILDING D PF,R---tvEi -r Town of Dartnlouih G.C. TO VERIFY ALL ADJUSTMENTS TO CONSTRUCTION WITH OWNERS PRIOR TO PROCEEDING WITH WORK. TOWN OF DARTMOUTH BUILDING] G.C. TO OBTAIN THE SERVICES OF A LICENSED ARCHITECT OR ENGINEER thbeplerformedin compliance wth780 MR6TREdt IF SO REQUIRED BY BUILDING DEPARTMENT TO VERIFY ALL STRUCTURAL LOADS compliancewith the abovelmenton above-mtect/engineer is entioned htan, AND FRAMING SIZES omissions in the record plan. Any change in owner, lic or engineer st be reported t this ce immedi ely. plan must b su miffed t i ffic in timely ian r HURRICANE CLIPS TO BE USED AT ALL RAFTERS AND ALL CONNECTIONS Signatures Date i G.C. TO COORDINATE ALL ROOF TRUSSES WITH TRUSS MFG. G.C. IS RESPONSIBLE TO REVIEW AND COORDINATE ALL SHOP DRAWINGS FOR ALL TRUSSES. G.C. TO COORDINATE ALL ROOF TRUSSES 'WITH L.V.L. BE,kM MFG. ALL STRUCTURAL LOADS AS REQUIRED. G.C. IS RESPONSIBif! E TO REVIEW AND APPROVE BEAM SHOP DRAWINGS AND SPECIFICATIONS 3 O 8,5 w � lei„- 0 L1.J CZ) ce_ © to J �En'C O a Uj I— w cr_ LO of J Lu �c CO C7 a c, C:__ w Q W U W � rL z LU Q W Q LU LRTMENT , t work propose (n The owner, curing final iny errors or ,ontractor change in 1 � 1 W , -- Al A 7 /7nnn X I co co N 0 I co 6 I 0 6!-0" 2'-O' 7'-4' 4'-O" & 16" 3'-4' 16" M.O. i CONCRETE 1 I--� — — — — — — PIERSL I i 1 I 6� "'14 "' I I 4' BRICK I I 1 L---- I SHELF L---------CL -� f N --------- - — — ------J L----z----� i I i I I--------------------J L------- I 14'-4" 1'-0" CONC. WALL -- 1 DROP TOP OF WALL 12"CN 1 i _ N T 4" CONC. SLAB w/ Q I i ASH PI 6x6 10/10 W.W.M. ON \ I f I 6 MIL POLY V.B. OVER K, °O . °p I I 6" WELL TAMPED GRAVEL U— ASH PIT DOOR 1 o to o I 1 8" C.M.U. � I 1 o oL I 7'-4' 8'—O` 8'-0' 8'-0" 8'-0" 8'-0" 8!_0. 7,-4. N jBEAM POCKET I (G.C. TO COORDINATE) BURY COLM IN 2'-0" WALL AS SHOWN BEAM POCKET (G.C. TO VERIFY)) r r— —n r— --1 (3) 2x12 WD. BEAM I I I I I I f I I I I 1 1 (3) 2x12 WD. BEAM 1 w/ 1/2" PLYWD. FINGERS ~ I `14 1 1 I I 1 1 w 1 2 PLYWD. FINGERS I I (LV.L BEAM OPTIONAL) — J L _ _ _ J L _ _ _ J L IV — — _ J L _ J L — — — J (LV.L BEAM OPTIONAL) L _ — — J JL CLOSET ALIGN WALLS 2'6x6'8 co o WITH WALL 2'-6f �, ABOVE - 4" DIA. CONC. FILLED STEEL COLUMNS ON 2'-6'x _ 1 o PROVIDE P.T. SILLS f 4 CONC. SLAB w/ 1 AT ALL CONSTRUCTION 2'-6'x12' THICK CONC PAD ` 6x6 10/10 W.W.M. ON IN CONTACT WITH CONC. 6 MIL POLY V.B. OVER M �i 6" WELL TAMPED GRAVEL — N a I FF 6'-�' I i 24"x12' CONTINUOUS �, I I CONCRETE FOOTING 8'-4 5/8" 8'-4 5/8' 8'-4 5/8' I 1 1 (TYPICAL) 1 UNEXCA V'A TEd I e' 1 I I 1 CONC. L —A.— — — — — 10' CONC. WALL i i-------------� L--- --- I I 3 2x12 WD. BEAM _ �0 1 1— 0 1 — — — — — — _ —, I w/ 1/2" PLYWD. FINGERS I I ... I \FILLED (LV.L BEAM OPTIONAL) L___J L_—I------ ----------------4" BRICK SHELF I L— — — — — — — —2'-6'(TYPICAL) UNEXCAVATED 4 DIA. CONC.STEEL COLUMN2'-6'x12" THIC. UNEXCA VA TED 2'-6' i 1 1 I t I f I I I I I o I L------------- I 1--- ---� N I I N L _ — CONC. FOOTINGS L -I ----- --- I TO BE A MIN OF -------------- I 48" BELOW GRADE FROM LOWEST TOP 12' THICK CONC. OF WALL LOCATION — COLUMN PAD 2'-C' DROP TOP OF CONC. o I WALL IN GARAGE AS 1 I REQUIRED PER FIELD 1 I CONDITIONS (G.C. TO VERIFY)i 1 L------- 1 i I L— — — — — — — — — -------- 12'-0" 14'-0' 24'-8" 64'-8' 52'-8" 2'-0' 12'-8 1/2' 2'-0" 12'-8 1/2" 0 i; I I N N f •r °p o Lo N 1 N Z 0 z cn I co co .I C4 z 0 z cn .r c N tV NOTES: *G.C. TO DETERMINE AND VERIFY THE ELEVATIONS OF ALL CONC. WALLS IN FIELD PRIOR TO POURING OF CONC.. STEP WALLS AND FOOTINGS AS REQUIRED.) *G.C. TO COORDINATE AND VERIFY THE LOCATION OF FURNACE AND UTILITY AS REQ. *G.C. TO INSTALL A SUMP PUMP AND FRENCH DRAIN AT FOOTINGS (COORDINATE INST. W/ PLUMB.) N la 1 U r^ v! Ckz 00 W . [ h �W U 'V � Z C=3po O • Uz '¢ U�Zco • m W ce- Z ¢W U W Q �Z J Q w °L �Q z Q o 10 W W �o DAM 0111712000 SOLE. AS NOTED DRAWN BY: B.C.AI. SfffET NO: A-1 o T Y ` 2'-0- 8'-0' 2'-0- 8'-0' 2'-0' 5'-0' %3' 9'-9' (�- qr CD22'-0' 6'-0' 22'-0' IL �V 50'-0' CA 1� Q oRESIDENCE M°EC7 JOE & MARIA PEREIRA, ROBERT C. MEDEIROS RESIDENTIAL DESIGN AND DRAFTING SERVICE Two RaDcuFFE LANE NORTH DAR 08-ss3Mo8si �usErrs FIRST FLOOR PLAN w.1 M ID FLOOR PLAN. w c/-) s oLIJ w �, w W� z Q U C) p I AWL w V © O 4 O L PE Z 0 S -< W Z wU [l:'-'� J W z CL CL Q W LJLJ � Q � 0 � U U o O wCL to cc DATE: 01/17/2000 SCALE: AS NOTED DRAWN BY B.C.M. SHEET NO: THIS AREA TO DROP 12" 'EFER TO SECTION 1 A-5 200 FLOOR JOISTS ® 16" O.C. - DEL UNDER PARTITIONS AND 2 ROWS OF SOLID BLOCKING DASHED LINES INDICATE SOLID BLOCKING I�t�ttIIIIIIIIIIIl11I��iiiiiii�i�lrlrl In rl�lllttltlr Il l u l u LI If I I I I I I fill I III I III I I I I II I I I I I I I I l l l l f 1-I 11 I I I I I I I I I r I I I I I if t l l l 111 tf l I I I I if I 1 I rl Illflll WOOD BEAM OR LV.L :44I REFER TO SECTIONSr I Iltllllll '� I1 11 Illllllltlllltlt JOIST HANGERS I 1 1HI AREA ONLY I DBL HEADERS STAR' G� I I I I 1 I I I I 1 � Itlllt I 4-1 I11IIItllltl .. 11 I 1tl II WOOD BEAM OR LV.L - - -- -� REFER TO SECTIONS11.4 I l I I lj I L I I j Illllllt � I Ir 1 II I I GARAGE AREA I I I I I I I I L--------------------� FIRST FLOOR FRAMING PLAN. SCALE: 1/8" = 1'-0" 2x10 FLOOR JOISTS ® 16" O.C. - 2 ROWS OFF SOLID BLOCKING BRICK ARCHES UNDER COORDINATE EXACT ATTIC SCUTTLE ACCESS LOCATION IN FIELD Ittt^tttlttttrrlllllolltl; _ -� DBL JOISTS ( _ - UNDER PARTITION I - - 'ttttttltlltlllltllttlrt; L WOOD BEAD LVL REFER TO SECTIONS I - - 200 JOISTS 0 16" O.C. 2 ROWS OF SOLID _. BLOCKING 1II1II1ItIIII - -- ENTRY OPEN TO III I I I I I I I I BELOW � I LMNG ROOM OPEN TO BELOW _... mmww�_ 4. SECOND FLOOR FRAMING PLAN. SCALE 118 if -on 2x10 RAFTERS ® 16' O.C. - iitll��ll11111t111111 � _ _ ll -r II It I I I+ III IIII II tilt IIII . ......... V) IIItIII Itltllltlllll u Illlrt ; Ilt Itr I t t I I I I I I I t II I I Ilr I � ttll tl II I 1 I I I I t I II IIII Illllllllltll I I I II IIII IIII IIII IIII IIIIIIIIIIIII CONSTRUCT GABLE DORMER ON ROOF RAFTERS T T F BUILD UP SWALE ON ROOF RAFTERS TOSHED WATER OFF WALL- - - - -- - -I EL---------------------1 2x10 ROOF RAFTERS 0 16" O.C. PRE-ENGINEERED ROOF TRUSSES ® 16' O.C. SECURED TO TOP PLATES WITH HURRICAN CLIPS 2x10 ROOF RAFTERS A 16' O.C. DROP TOP CHORD GABLE END TRUSSES (TYPICAL) 20 LOOKOUTS (TYPICAL ALL GABLE ENDS) 2x10 VALLEY RAFTER q 0 COORDINATE BLOCKING; AS REQUIRED FOR SKYLIGHTS N DIAGRAMATIC ROOF FRAMING PLAN SCALE. 1/8" = 1$-0" ROOF PLAN. SCALE: 1/8' = 1'_0„ ROOF OVER BASEMENT ENTRY NOTE G.C. TO COORDINATE ENTIRE ROOF FRAMING MTH PRE-ENGINNERED TRUSS MANUFACTURER NOTE 1RUSS MFG. TO PROWDE SHOP DRAWINGS AS ADDENDUM TO 1111S DRAYANG SET FOTE SHOP DRAWINGS TO SUPERSEDE 1HIS DIAGRAMMATIC ORAYNNG CONSTRUCTION NOTES: ALL PLYYroOD TO BE q.UED AND S(RM TO FLOOR JOISTS G.C. IS RESPONSIBLE TO VERIFY LV.L BEAM SIZING 111H BEAM MANUFACTURER All JOISTS TO BE 16` O.C. UNLESS OhIER- IWSE NOTED ON PLAN JOISTS TO BE DOUBLED UNDER ALL PARTITIONS �I ALL SM HANGERS ANO CONNECTORS TO BE SIMPSON STRONG TIES OR EQUAL G.C. TO INSTALL SOLID BLOCKING AS REQUIRED (COORDINATE BLOCKING WI1H PLUMBING AND ELECTRICAL SUBS) All 6EA11S AND JOISTS TO HAVE A MIN. OF 1 1/2' BEARING _. V Q CLlm t A W w � V wc UJ MCC ZE: © : 1 V W p 00 L0 oQ wQ C1 m F== i 0 ce W Z < W z. C� Q w 0. CL L-Li CL Z W Q d '' CL '� v � CL w z w Q r DATE 01/17/20M SCALE AS NOTED DRAIN BY: B.C.M. SHEET NO: ASPHALT ROOF MATERIALS 12: 7 PRE-ENGINEERED ROOF TRUSSES 016" O.C. (TYP-) 1 F.G. BATT A INSUL (TYP.) SIM. 1 41 PROVIDE STEEL " •`• . PRE-ENGINEERED ol Ro • s TRUSSES 016' O.C. BRICK LINTEL ; . ; AS REWIRED ' N HALLWAY BATH BEDROOM VINYL SOFFIT AND vm ALUM. FASCIA (TYP.)u mil lul •�:: ••' • .'ti .w . • •j ; •' ;• 240 nR. SM 016' 04 (TYP.) ••, . • ' .. .. ----- BRICK ARCH 1T-yp0' LIVING RM. BATH ABCOLUMN -� (BEYOND) 00 L _--_--__ _- CONC. WALL BETOND - 4 W.F.12' CONC. FOUND. I --WALL (TYP.) i 2' RIDGID I INSUL (TYP.) 1/2" EXP. JOINT 2'xi2'THK. CONT. CONC. FOOTING 30 x30'x12'THK• 3 CONC. COLM. PAD - _6 SI . 2xI0 FUL XM 016' 04 (M.) (3 2x12 W). BEAM w/ 1)2' PLYWD. FINGERS --X 4' DIA. CONC. FlLLED STEEL COLUMN (TYP.) CROSS SECTION (A) SCALE- 1r.•e,_o ROOF VENTILATION NOTES GENERAL NOTE: G.C. TO PROVIDE 1 SQUARE FOOT OF FREE VENT AREA TO EVERY 150 SQUARE FEET OF CEILING AREA: VENTILA11ON PROVIDED:_ G.C. TO COORDINATE ADEQUATE MEANS OF ROOF VENTILATION TO ACCOMODATE ALL CODE REQUIREMENTS. VERIFY VENTING TOTALS WITH VENT MANUF. PRIOR TO INSTALLATION BASEMENT 4' CONC SLAB 6 MIL POLY V.B. TO TOP PLATE SECOND FLOOR rL TO FINISHED FIRST FLOOR \,K GRADE 1 `P j --i—• CONC. BRICK CONTINUOUS SHINGLE OVER RIDGE VENT BY (ROLL -VENT) OR EIUAL—\ 6 6 OPENING i 1 IN SHEATHING n RIDGE VENT DETAIL NOT roSCALE CONTINUOUS ROLL RIDGE 1 VENT (TYP.)---.,- 2x12 RIDGE BOARD 1/2' PLYWOOD SHEAT'G -ASPHALT ROOFING SHINGLES 200 ROOF RAFTERS 0 16' O.C. (TYPICAL) Q TYPICAL RIDGE DETAIL U NOT roSCALE COLUMN PIER TO FINISHED —`�^— BASEMENT FLOOR 12. 7 1 -5 242 RIDGE BEAM 1 240 RAFTERS STEP FLASHMG AND Z. 0 16' O.C. (TYP.) ,_... STEEL LINTEL 7 ASPHALT ROOF MATERIALS STYRO-FOAM �- -r .. r.'• �' = 1/2' EXT. C,.RADE BAFFLES ®OATH. AREA PLYWOOD r ." '` . 2x6 COLLAR F.G. BATT TIES 0 EVERY- INSUL OTHER RAFTER 1 ' • OPEN'G TO 2ND <:. FLR. BALCONY TO FINISHED _ _ •° .. SECOND FLOOR IL a OPEN'G TO ` • (TYP') $ BREAKFAST '- AREA •' DINING RM. o OPEN'G TO '= z ENTRANCE z •• • FAMILY RM. ''-°' (2) 6' STEP RISERS • LO FlN, ISHED •'. ,... , •i , FIRST FLOOR ;:. •-•� WO FIR. XM 0 le 04 (M.) ono FtR. xrs v 16' at (Trn.) L (3 2x12 WD. BEAM w/ Le w ' STEEL JOIST 1y2' PLYWD. FINGERS , BASEMENT HAGERS 0 •� to ROOMSUNK-IN FAMILY 4' DIA. CONC. FILLED FIN. GRADE ROOM 4' CONG SLAB STEEL. COLUMN (TYP.) 6 MIL POLY V.B. CROSS SECTIONSCALE:- lle=10-ov (B) w V Ck= o� r z L-Li V) _ r Wes. •fig W:© M h C-D ¢ O cr-© o� rn c::) W CD : 0 Lu w o Q z w C) Q W c) c � � Q ZE -_.. U 1 O .. W L,j W W F-- 4 DATE: 01/1712000 SCALE: AS NOTED DRAWN BY: B.C.M. SHEET NO: ASPHALT ROOF SHINGLES ON 30# FELT ON 1/2" EXT. GRADE. SHEATHING ROOF TRUSS OR 2x10 ROOF RAFTERS 16" O.C. (TYP.) STYRO-FOAM VENT BAFFLES (PROPER VENTS - AS REQ.) 100 2 2x10 RAFTERS A-5 ® 16" O.C. 2x8 CEILING JSTS. WHERE APPLICABLE ALUMINUM WRAPED 12' (TYPICAL) STYRO-FOAM FASCIA BD. (TYP.) 0000 STEP FLASHING BAFFLES ® CATH. AND STEEL LINTEL AREA THIS AREA •-�— R-38 FIBER -GLASS ASPHALT ROOF BATT INSULATION ` MATERIALS 2x8 FASCIA BOARD (TYPICAL) SHINGLED 12: 1/2" EXT. GRADE (TYPICAL) CRICKET 7 1/2" G. F:.G. BATT ` PLYWOOD THIS AREA 11`JSUL. STEEL CONNECTOR � 12: pFRF. VINYL SOFFIT.. L� 1x3 WOOD FURRING � oR HANGER (TYPICAL) 1/24 PLYWD. 3/" ° PLYWD. 7 A-6 1 � SUB FLOOR ROUGH FLOOR BRICK FASCADE a 1/2" GYPBOARD (COLOR PER OWNER) own (TYPICAL) DUMMY 24 RAFTER TO FINISHED ® 16" O.C. gMgM2x10 FLOOR MISTS ® 16' O.C. 0609 W9 Vmm1 SECOND FLOOR 2x4 WOOD STUDS ® 16" O.C. 1/2 G.W.6 � LV.L BEAM " •.��, g o (FIRE RATED w/ 5/>g' 5/8 TYPE X W G.W.B. ALL SIDES)- ONE HOUR RATED 1/2" PLYWD. o ? G.W.B. (WALLS AND Cl EAVE DETAIL SUB FLOOR '- CEILING) 3 4" PLYWD. ,4 � P.T. WOOD PORN A`6 NOT TO SCALE 2 ROUGH FLOOR °° CONSTRUCTION - A-6 TO FINISHED 20 WOOD STUDS ® 6666 2x10 FLR. JSTS @ 16' O.C. FIRST FLOOR 4" CONC:. SLAB 16" O.C. BRICK FACADE 3 202 %D. BEAM w/ A-6 (FIN. PER OWNER) 1/2" GYPBOARD I I 1 2' PLYM. FINGERS1 (TYPICAL) I I BEYOND AIR SPACE (VARIES) i I 2" RIDGID 5 7 1 TYVEK HOUSE WRAP 1/2" T&G PLYWOOD I I INSUL. (TYP.) HAUNCH SLAB @ o co 4 DIA. CONC. FILLED (TYPICAL) SUB -FLOOR (171P.) I I STEEL COLUMN (TYP. A-6 GARAGE PERIMTER 1/2" PLYWOOD � i L �' - - - - - - - - - - / (REFER TO DETAIL) SHEATHING (TYPICAL) 3/4" T&G PLYWOOD _ _ ROUGH FLOOR (TYP.) I - - - - - - - r L — BASEMENT TO IHFINISHED R-11 FIBER -GLASS L_ --------- BATT INSUL. (TYP.) 20 SILL PLATE / 2x10 FLOOR JOISTS A CROSS SECTION (TYR. PROVIDE FIRE BLOCKING @ 16" O.C. (DOUBLE A`6 SCALE: 1/4"=1'-0" AS REQUIRED BY CODE UNDER PARTITIONS- TYPICAL CONC. GAF.AGE 2xl2 BOX HEADER 2 ROWS OF Soup CONC. FOUND. WALL APRON (TO BE TAPERED AS (TYPICAL) BLOCKING) BEYOND SHOWN) 12' ANCHOR BOLT 4" CONCRETE SLAB L - R-19 FIBER -GLASS w 6x6 10 10 W.W.M. GATT INSULATION ON 6 MIL. POLY VAPOR ,01S T (STAPLED FLR BARRIER (TYPICAL) .a . 4" BRICK SHELF ) c (TYPICAL) (DOUBLE 2x6) c PRESSURE TREATED d c 8` WOOD SILL ON SILL `� a ° ° BRICK FACADE SEALER 12" CONCRETE FOUNDATION (FIN. PER OWNER) WALL (TYPICAL) c 20 WOOD STUDS 0 � AIR SPACE (VARIES) 4' 4' a 2'-0' 16' O.C. a APRON DETAIL. : - •. � TYVEK HOUSE WRAP A-6 NOT TO SCALE (TYPICAL) 5/8" GYPBOARD (TYPICAL) 2 FS T. FLOOR FRAMING DETAIL 2x10 "FLOOR JOISTS 1/2 PLYWOOD A-6 NOT TO SCALE ® 16 O.C. (DOUBLE SHEATHING (TYPICAL) UNDER PARTITIONS- 2 ROWS OF SOLID PR�SSURE TREATED BLOCKING) 4' CONC. FILLED STL COLM. WOOD SILL ON SILL R-11 FIBER -GLASS EXPANSION JOINT 12" CONCRETE FOUNDATION SEALER (TYP.) BATT INSUL. TYP. " CONCRETE SLAB WALL (TYPICAL) EXPANSION JOINT 12" ANCHOR BOLT 4 NEOPRENE w/6x6 10/10 W.W.M. EXPANSION 4' CONCRETE SLAB 4" CONCRETE SLAB .J ON 6 MIL. POLY VAPOR a JOINT w 6x6 10 10 W.W.M. / 2' RIDGID INSUL ON 6 MIL/POLY VAPOR ON666MIL/PO Y VAPORa a BARRIER (TYPICAL) (TYPICAL) BARRIER TYPICAL e • / BARRIER TYPICAL (TYPICAL) n 0 2"x4" KEYWAY a 4" BRICK SHELF (TYPICAL) o. N R-19 FIBER -GLASS (3) 2X12 w/ 1/2" PLYWOOD a' 8" CONTINUOUS CONCRETE FINGERS OR L.V.L BEAM ° 12 CONCRETE FOUNDATION FOOTING (TYPICAL) ° BATT INSULATION e c o " (STAPLED TO FLR c JOIST-TYP.) 4` 4` WALL (TYPICAL) 4' CONC. FILLED STL COLV,. 2'-6` (SOUARf) Jj GARAGE WALL_ 3 FOOTING DETAIL 4 BEAM DETAIL 5 BEAM DETAIL 6 HAUNCH DETAIL FRAIDIICIG DETAIL A-6 NOT TO SCALE A-6 NOT To SCALE A-g NOT TO SCALE A-6 NOT TO SCALE A-6 NOT TO SCALE U C) W v�. W CX OR cn Q ME GS ...i I V = � Z 05 00 O � Q L.L. .-J � cm CZ1 Li Z vs W V Q zt� ,< W Q c) vJ w v CD cr) t5 DATE 01/17/2000 SCALE: AS NOTED DRAWN BY: SHEET N(k '• A* yy f f ASPHALT now 9MPKiS day fy y y � III� y`f 7r n. FIR 2ND LINE ! X FASO' M FIN. FST. FLR. i i ( EJCW OF FOMU M I ( E)II'06FD ctht i I SMM COMM We smw COIJIRSE , BElM WAX F- — — — — — — -----, , FIN'. BASEMENT FLR. r-�r�--------�� �--------T------ -- -�-- LINE FRONT ELEVATION SCALE: 1 /4" = 1'-0" T'-T-lr l lr SPAM x4TOP PLATE FLY= FM MO REAM TYPICAL FRONT DOOR HEADER DETAIL SCALE: N.T.S. ftYMM WE T1A01661lQf ms on 1°' M SPAM I t/2. z � m I --- L -� j1/2v arm STACK °i m LW BOO BOND MWIM FACE TYPICAL CORNER DETAIL SCALE: N.T.S. 1"m W" V v^^1 WUJ � V C>� z(� o ¢ o LL C7 ¢ 00 I� Q Lo ce- 0 Q � Q M W Z Q O Z az w -...! G] J L, z � Q � t p ,<W o 0 � vJ C) VL U W o (� � (/) "7 5i DATE: 01/17/2000 SCALE AS NOTED DRAM BY: B.C.M. SHEET NO. L: A 7 7r n. FIR 2ND LINE ! X FASO' M FIN. FST. FLR. i i ( EJCW OF FOMU M I ( E)II'06FD ctht i I SMM COMM We smw COIJIRSE , BElM WAX F- — — — — — — -----, , FIN'. BASEMENT FLR. r-�r�--------�� �--------T------ -- -�-- LINE FRONT ELEVATION SCALE: 1 /4" = 1'-0" T'-T-lr l lr SPAM x4TOP PLATE FLY= FM MO REAM TYPICAL FRONT DOOR HEADER DETAIL SCALE: N.T.S. ftYMM WE T1A01661lQf ms on 1°' M SPAM I t/2. z � m I --- L -� j1/2v arm STACK °i m LW BOO BOND MWIM FACE TYPICAL CORNER DETAIL SCALE: N.T.S. 1"m W" V v^^1 WUJ � V C>� z(� o ¢ o LL C7 ¢ 00 I� Q Lo ce- 0 Q � Q M W Z Q O Z az w -...! G] J L, z � Q � t p ,<W o 0 � vJ C) VL U W o (� � (/) "7 5i DATE: 01/17/2000 SCALE AS NOTED DRAM BY: B.C.M. SHEET NO. L: A 7 �---- STUCCO F1MSH . . FINISHED SECOND FLOOR F- LJ LuJ 7- FIRST FLOOR LAL i 1 I I i I I FIN. GRADE I i i rL_---------�-1 L- - - - - - - - -------�_-� — - — - --- - 1---- _ -- -- T-- FINISHED ----------_------------- BASEMENT FLOOR L- - - - - - L - - - - - - - - - -----� RIGHT SIDE ELLVA I IU SCALE: 1 /4" = 1'-O" FlNISI SECO� FlNISf FIRST 1NISHED _ 1RST FLOOR FIN. GRADE i 1 I I Ah i I I i I FINISHED - EASEMENT FLOOR ------�— — — — — — — — — — — — — — — — ---------J LEFT SIDE ELB SCALE: 1/4" = V-0" w U r � W U L-LJ co r o c� Li LL- J FZ-- rn N-- W QD Ln F= 0 � � Z LU C� cl0000 � Lt.,J C Z w CD LL, � �1 c? c � w� w-1 N c cz DATE. 01/17/2000 SCALE: AS NOTED CRA WN B Y. B. C. M. SKET NO: 1 FK eAsopr nit UNE i----- r_ - - --- - --- - --- - REAR ELEVATION' SCALE: 1/4' = 1-0"