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HomeMy WebLinkAboutApp# 50720 v I N Lr=gj D LLt L=- I LLL,-% N511 JEFFREY A. BARNABY, CPBD CERTIFIED PROFESSIONAL BUILDING DESIGNER 131 QUAKER MEETINGHOUSE ROAD, EAST SANDWICH, MA. TEL. 508-888-2747 NEW CONSTRUCTION E n*40 Noll oil1111119 IIIIII IM 1 ELEVATIONS CONNOLLY RESIDENCE 59 HELMSMAN DRIVE YARMOUTHPORT, MA. CI ELEVATION 1 SCALE: FAT2 E: 1/4"=1'-0"-JUtt799 ADDITIONS AND RENOVATION'. (9) LIVING DESIGNS 1999x,' LNING DESIGNS HERESY EXPRESSLY RESERVES I COMMON LAW COFYR:GHT. ihE E P'.ANS ARE (F - TO BE REPROCUCED. CHAN„EO OR COPj�.. \ I ANY ERRORS OR DISCREPANCIES FOIYA, C��RR HESE FLANS ARE TO BE BROUGHT TO Ty�Q�ATT�*7f19ja OF IMNG CESIGNS PRIOR TO THE ST _)Q"• W py PROD. #: _! 99-1108 SHEET #: OF 5 PROD. #: _! 99-1108 SHEET #: OF 5 y"r ,��. . ,,. 4._p" 4,_4" 5,_4" 5'-4a 5'-4 5'-4 ------ -___ -__ _ ___ ___ _-__ __IP OI N I 0 i I U I f 3- p t. 2 B's I V^ S o - ; wood 6ea .. 3 p.t 2. z 8's - r) w od I eam !. I R.T. 2 O' s 6 a � f 71 t a ...�/ .NT. FLOIF R ,1bIST _ i 11 z 6 slid a!I i �.. . i I DOOR CA !OK MAY VA I 6 X 6 WO D ST I 1 MAI. TAI G F OTI GS Ic;i •_8 z I ® '-0 MIN. B LO G DE OPTIONAL 3' WIDE. CUT THROUGH FOUNDATION - O 1 I I I tee! doLA te y' 4 I CO rz S i 1 f C01+'. RIDGE VENT X S 1 if.C. N ! X 121s 6 0. 2: X 10 RIDGE BOARD `m I 1 "o I j EXISTING 2 X 1C RIDGE BOARD �^ I > BASEMENT 2 X B5 ® 16" O.C. ; co P. s IBE ME '1 I I, z W I I I is VER NO - GA I EARTH I = I X ! ( IAL A F E SL - 1 ole„ I; 14.6" I I i; � N . --- r _ 2 X 6 COLLAR TIES I : j •. i — --- — - — -- — — d1 j I I I a Po RE CONC. ou Dnnp a Q �S O r vr, 16" O.C. TYF. I i Ii X H' ¢ '161 O.C. { I I j_- 7' 10 HIG WITH Bi OU �� v.: �i I I I I SPH LT IN1�H O A 8" 1 4 2 z 1 's _—_—_---_ ri,t,.t — CO �N OU P.C.F OTItG P �w od ea J ei I.. 1 - Gtr 61 --1 RAIIIFFFIIL��iER I i—------- - It i , a' t II TA!I S :r I r----------� f 1 CHT. l0 R�ix)I5T — r --- I� _ �-. 5 1/ X 1W'0008 BEAM Ii FO �EGRO !SND i I IN __ _ _ I •� /T • , ° � � 9" R-30 F.C. INSUL.� o I DROP TOP OF FNO. I <,F- I� I I FOR DOOR ABOVE I. I 8'-2"- 10._,O. 1 3�-8» ,,. I 3._ » CONT. DRIP EDGE iii iii ✓ � 1. � I ` i f� I I I CR SOFFIT VENT ! l , I _4.. „2- 2 X 10'5 HEADER ` `.. W'/ i/2 PLYWOOD / ! BLUESKIMCOAT PLASTER OVER 1/2" t I I I L _ _ J �BLUE60Aa,D OR 1/2 GYPSUMVNJ ' i I r 1 X 6 V -GROOVE PINE OVER 1 X 3 STRAPPING G 16" O.C. - { N (TYPICAL CEILING FINISHES) ------- MACH EXISTING PL4'.E REICH' _ I = I I I I II i C4" P.C.'SLAB W/ FIBERMESH PITCHED I i ® 16" O.C. -1 ( � I. TOWARDS ENTRY ® 1% OVER NON-ORGANIC Ij�4 X 4 WOOD POST ^ i. EARTH (TYPICAL GARAGE SLAB) I �3 i/2" P.-13 F.G. INSUL 3/4" T & G PLYWOOD SU9FLOOR » I �__________ 1 X 4 MAHOGANY. DECKING ! Cr !a F.G. INoUI. [GLUED AND NAILED i I I I e P_1_ I/ GLU N N B P.C. FOUNDATION WALL WITH I I j - I'. �• TIA BITUMINOUS ASPHALT FINISH ON2 x e's c 16^ o.c. z'X 1s ¢ 1z' a z 1z ¢ s•A B" X 16 P.C. FOOTING 4'-0" : I r P.T. 2 X 8 SILL W'/ SILL SEALm IN. BELOW GRADE (TYP. GARAGE)_ I I GALV. ENC SILL STRAPS DDED IN I + OHC. A WIN. OF 12" i 1 i I I 1 L. -------------_ JEFFREY A. BARNABY, CPBD CERTIFIED PRIOFESSIDNAL BUILDING DESIGNER 131 QUAKER MEETINGHOUSE ROAD, EAST SANDWICH, MA. TEL. 508-888-2747 6'-0" Q FND. PLAN, 1ST FL. FRAME, CONNOLLY RESIDENCE. 59 HELMSMAN DRIVE YARMOUTHPORT, MA. SECTION A SECTION r � �•I rd» p,0. SIcb 7 o SCALE: DATE: PROJ. #: - J 1/4"=1'-0" 2—JUN-99 99-1108 ADDITIONS AND RENOVATIONS SHEET #: U LIVING DESIGNS 1999 / TO 5 IMV. D£S!GNS HEREH:' EXPRESSLY RESERVES ITS /1—a, / N LAWCOPYR'CN'. TPESE PIANS ARE NGT, TO REPRODUCED, CHANCED OR COPIED ' 5 A.4 '3RORS OR DISCREPANCIES FOUND ON THE ,9 t PLA.: ARE TO eE R TO T ATTENTION Cr' LNDESIGNS PRIOR TO TI.HE START Or NOrX. .'z� A--: OF - Q TJ �;- I -0" 4s. 39' II I WINUCVd SEAT — C3, C-0 3118" x -`-0 112" s'— " SCREEN DO SCREEN PORR�H � FAMILY ROOM 'i al 111 ENTERTAINMENT CENTER s;i IZti 5 2" PROVIDE 5,/P" +='2E000E GYPS::V -f\ I a.\ NHERE GARAGE I A'J':TS DWELL":G Vol MON 1 HEAT NEW GARAGE NEW DECK -j,- 3'- 8' 1E" 3.-8' r --------------I r---------------1 1 I i I I 1 1 I I I I I I I I I i I I I I I I I I I ! i I ! I I I 9'-0" 26'-0" 9'-3" I C35 E'—C 318" X 5'-0 3/B" x 11 7/8' i LVL WOOD HEAD I v� j Sv K i I I JEFFREY A. A. BARNABY, CPBD CERTIFIED PROFESSIONAL BUILDING DESIGNER 131 QUAKER MEETINGHOUSE ROAD, EAST SANDWICH, M.A. TEL. 508-888-2747 um DINING area NEW cREAKFA; T CA? EXIST'NG 8&1V A8.^.VE �2" n+IN. CLEnF I �r rt1 T I t' I 0 h°1 �1, � � G.'✓O i I I { I. LEGEND = NEN! CONSTRUCTION EXISTING CONSTRUCTION FIRST FLOOR PLAN CONNOLLY RESIDENCE 59 HELMSMAN DRIVE YARMOUTHPORT, MA. \triI F7 + SCALE:,DATE: 1/4"=1' -0 2 -JUN -99 PROJ. #: 99-1108 ADDITIONS AND RENOVATIONS SHEET #: U LIVING DESIGNS 1999 LINNG DESIGNS HEREBY EXPRESSLY RESERVES RS —4 COVYON LPW COPYRIGHT. THESE PLANS ARE NOT,ppp TO BE REPRODUCED, CHANGED OR COPtt ANY ERRORS OR. DISCREPANCIES FOUND ON THESE �. PIANS ARE TC BE BROUGHT TO THE: ATTENTION 0: OF J LIVING DESCNS PRIOR TO THE START OF WORK. FASTENER SCHEDULE FOR STRUCTURAL MEMBERS JOIST T3 SILL OR GIRDER, TOE NAIL - SOLE PLATE 10 JOIST OR BLOCKING 3- 16D 8D ® 16" O.C. STUD 10 SOLE PLATE 2- 16D HEADER STUD TO TOP PLATE - 16D X DOUELE STUDS FACE NAIL -. J- OD © 24 O.0 MIN. BUILT-UP HEADER iW0 PIECES Nt 1 2" SPACER 16D 0 16 O.C. C EDGE CEILING JOISTS 10 PLATE, JUL PLATE 3- 8D 2 CEILING JOISTS TT PARALLEL RAFTERS 3- 100 6'-0° RAFTER TO PLATE, JUE NAIL 2-16D 2 X BUILT-UP CORNER STUDS. 10D 9 24" O.C. RAFTERS TO RIDGE,VALLEY OR HIP RAFTERS 4-16D �0F_ 1. Nat. cl Wmtx. Grade+MAharftY M chine Rdted Wmher, 2 x 4 k W'dar RAFTER TIES TO RAPIERS a" -SURF OOR T S 3- 80 8U 0 6' O.C. SUBFLOOR TO-JOIS75 INTERMEDIATE 8D G 12 O.C. 1 2" SHEATHIrJG TO STUDS EDGES 8D @ 6` O.C. SHEATHING TO STUDS (INTTERMEDIATE ' - 8D _B 12 O.C. 112" SHEATHING TO STUDS GABLE VVALLS2 8D ® 6' O.C. INSULATION NOTES 'GRADING 1.) F--1EAEDER E3CHEC>ULE R-19 F.G. INSUL. MIN. SIZE OF HEADER SUPPORTING ROOF ONLY MAX. LENGTH SUPPORTING 1 STORY ABOVE SUPPORTING 2 STORY ABOVE MAX. LENGTH MAX. LENGTH 2- 2 X 4'S -0"A TO BE INSU'ATED WITH 3 1/2" SOU14D INSULATION A 2- 2 X 5S 6-0' 4N-0 N A 2- 2 _T8 S 8'-0 6'-0° N/A 2 - 2 X 1 O'S lo' -O" 8,-0;, - 6'-0 INSULATION NOTES 'GRADING 1.) ALL FLOORS BELOW HEATED SPACE AND ABOVE UNHEATED 'SPACE TO BE INSULATED WITH 6" ' R-19 F.G. INSUL. MIN. 2. ALL CEILINGS BELOW UNHEATED SPACE AND ABOVE HEATED SPACE TO BE INSULATED WITH 9" R-30 F.G. INSUL. MIN. 3. ALL EXTERIOR WALLS ABUTTING HEATED SPACE AND UNHEATED SPACE TO BE INSULATED WITH 3 1/2" R-13 F.G. INSUL, MIN. 4. (OPTIONAL) ALL HIGH SOUND AREAS I.E. BATHROOMS, T.V. ROOM & KITCHEN TO BE INSU'ATED WITH 3 1/2" SOU14D INSULATION - GENERAL NOTES: 9QC 1 D MACHINE RATED LU :3ER 1 SLATERS PAPER OR "TYVECK'" TO BE USED ON ROOF AND SiDEWALL 1 2,3 4 _ 2. BASEMENT UTILITY WINDOWS AS PER STATE BUILDING CODE, 2% OF FLOOR SPACE EASTERN WDODS L+ur!aced dry or puri«eE green) PE ESOft GR.ti.E S:ZE I MOO, OF ELA6= 17Y E' SELEO. SRVCT„R.t„ —^�yt 1y.000 _ n t.8 AA" enR. 2 5 t troc c__ 4 AND 00 CJS1 + W h0 DER 'oJ 000_ 3. PROVIDE GUTTERS AND DOWNSPOUTS AS REQUIRED 4. PROVIDE FLASHING ABOVE ALL WINDOWS AND DOORS b. PROVIDE CROSSBRIDGING @ MIDSPAN OF ALL JOISTS AS REQUIRED 6. DOUBLE JOISTS UNDER ALL PARTITIONS AS REQUIRED CONT RIDGE VENT 7. ATTIC SPACE TO BE VENTED AS PER STATE, E'UILD{NG CODE S. ALL CONCRETE TO BE 2,500 PSI MIN. 2 x 10 RIDGE BOARD CONT.. RIDGE NIT 9. THE DESIGNER ASSUMES NO RESPONSIBILITY FOR THE CONSTRUCTION, 2 X 10 RIDGE BOARD THE OWNER AND CONTRACTOR SHALL" COMPLY WITH ALL. RULES .AND 2 x B'S e 16" D.C. REGULATIONS IN THE MA. STATE BUILDING CODE AND LOCAL REGULATIONS. 2 X 8'S 0 16' O.C. O 2 X 6 CCL LAR TIES - U 0,..16"' O.C. TYP. I n. - - (A 2.X6 COLLAR TIES - 0 16" O.C. TYP. - - - - - >.` " 1 X 6 STRUTS 0. I6O.C. --J - - 2 X 8'S ® 16" O.C. 23'-0' - - - CONT. DRIP EDGE 2 x 10's to is" O.C.h 2 x t0'S o 16' ac OR SOFFIT VENT 'c �� l -�' r12- 2 X S HEADER JOIST PANG -RS W/ /2` YWOOO �SKIMCOAT PLASTER OVER 1/2" CONT. DRIP EDGE 2 x as 0 16 0.c. I - - 4- 2 X 10'S B'UESO.ARD OR 1/2" GYPSUM OR SOFFIT VENT - 1'X 6 V -GROOVE. PINE OV [ER 1 X 3 STRAPPING 0 16' O.C. - - - - (TYPICAL CEILING FINISHES) I - ENTRY DINING !3 1/2" R-13 F.G. INSUL 3/d" T & G PLYWOOD SU?FLOOR S r6" R-19 F.G. INSUL. [GLUED AND NAILED 5/4" X 6" P.T. BULLNOSE •� A X 4 MAHOGANY DECKING -,\\ O �!O.C.R 2 X 12'S O 16' O.C. 2 x lo's C 72' 0 1 `! JOIST HANGERS ... 4" PITCHED P.C. SLAB .0 4- 2 X 10'S a_,t�'>'Nd 1S �`P.T. 2 X BS'LL W/ SILL SEAL t1J - ``� t�O`;a�t: GALV. FND SILL STRAPS FEILD 0` (,VERFIFY \ r" •• ce ` 1, CONC. A MIN. 0 IMBEDDED 12IN '� STUD LENGTH u, J 2X6STUD WALL e ,s . Y `i r4". p.c. siab GARAGE SECTION 0 - - 0 V SCALE: DATE: PROJ. .i E51-� GENERAL NOTES 8� BUILDING SECTIONS/4„=,�—o” 2-�uN-ss 9s=;,�8 YING D ., ADDITIONS AND RENOVATIONS SHEET #: JEFFREY A. BARNABY, CPBD CONNOLLY RESIDENCE LIVING DESIGNS 1995 A-5 CERTIFIED PROFESSIONAL BUILDING DESIGNER COMMON LAW FRExFHESELv R SERVES O 59 HELMSMAN DRIVE TO CE: LAW UCSD,CCOPYRIGHT, .THESE FLANS ARE NOT. 15v EVA : TO Er' REPRODUCED, CHANGED OR COPIED. 131 QUAKER MEETINGHOUSE ROAD, EAST SANDWICH, MA, ANY ERRORS OR DISCREPANCIES FOUND ON THESE TEL, '508-868-2747 YARMOUTHPORT MA. PLANS ARE TO BE BROUGHT TO THE ATTENTION OF OF IMNG DESIGNS PRIOR TO THE START OF WORK. 'GRADING MODULUS CR,,OE RULES OF - DESONATICN AGENCY E'..ASTiCilly (SEE NOTES 1,2,3,4) 9QC 1 D MACHINE RATED LU :3ER L 1 0 O QICO __.j230-_Ft 2E" �__ 1 2,3 4 _ t 200 0 .0---- 1 300 000 i scu2 4 1- 4--� 2 X 4 13�L 0 15C i c _�._2�P_ AND t <00�0'vD �0F_ 1. Nat. cl Wmtx. Grade+MAharftY M chine Rdted Wmher, 2 x 4 k W'dar I �T` y SmM Pain pecEe. P �• M h. Ree Wmba . 2 v 4 k Wd., =;:.._ 3. W rt Coos' W 1 N eRG 13 e N h, + RGLM Wmber, 2 x 4 k W ., R,rt Jwete, 2 7 6& Weer West m. Wrod V,nL,M Asscwet n, Mac...re Anted Lumher,'2 • 4 k Wdar EASTERN WDODS L+ur!aced dry or puri«eE green) PE ESOft GR.ti.E S:ZE I MOO, OF ELA6= 17Y E' SELEO. SRVCT„R.t„ —^�yt 1y.000 _ n t.8 AA" enR. 2 5 t troc c__ 4 AND 00 CJS1 + W h0 DER 'oJ 000_ 3. PROVIDE GUTTERS AND DOWNSPOUTS AS REQUIRED 4. PROVIDE FLASHING ABOVE ALL WINDOWS AND DOORS b. PROVIDE CROSSBRIDGING @ MIDSPAN OF ALL JOISTS AS REQUIRED 6. DOUBLE JOISTS UNDER ALL PARTITIONS AS REQUIRED CONT RIDGE VENT 7. ATTIC SPACE TO BE VENTED AS PER STATE, E'UILD{NG CODE S. ALL CONCRETE TO BE 2,500 PSI MIN. 2 x 10 RIDGE BOARD CONT.. RIDGE NIT 9. THE DESIGNER ASSUMES NO RESPONSIBILITY FOR THE CONSTRUCTION, 2 X 10 RIDGE BOARD THE OWNER AND CONTRACTOR SHALL" COMPLY WITH ALL. RULES .AND 2 x B'S e 16" D.C. REGULATIONS IN THE MA. STATE BUILDING CODE AND LOCAL REGULATIONS. 2 X 8'S 0 16' O.C. O 2 X 6 CCL LAR TIES - U 0,..16"' O.C. TYP. I n. - - (A 2.X6 COLLAR TIES - 0 16" O.C. TYP. - - - - - >.` " 1 X 6 STRUTS 0. I6O.C. --J - - 2 X 8'S ® 16" O.C. 23'-0' - - - CONT. DRIP EDGE 2 x 10's to is" O.C.h 2 x t0'S o 16' ac OR SOFFIT VENT 'c �� l -�' r12- 2 X S HEADER JOIST PANG -RS W/ /2` YWOOO �SKIMCOAT PLASTER OVER 1/2" CONT. DRIP EDGE 2 x as 0 16 0.c. I - - 4- 2 X 10'S B'UESO.ARD OR 1/2" GYPSUM OR SOFFIT VENT - 1'X 6 V -GROOVE. PINE OV [ER 1 X 3 STRAPPING 0 16' O.C. - - - - (TYPICAL CEILING FINISHES) I - ENTRY DINING !3 1/2" R-13 F.G. INSUL 3/d" T & G PLYWOOD SU?FLOOR S r6" R-19 F.G. INSUL. [GLUED AND NAILED 5/4" X 6" P.T. BULLNOSE •� A X 4 MAHOGANY DECKING -,\\ O �!O.C.R 2 X 12'S O 16' O.C. 2 x lo's C 72' 0 1 `! JOIST HANGERS ... 4" PITCHED P.C. SLAB .0 4- 2 X 10'S a_,t�'>'Nd 1S �`P.T. 2 X BS'LL W/ SILL SEAL t1J - ``� t�O`;a�t: GALV. FND SILL STRAPS FEILD 0` (,VERFIFY \ r" •• ce ` 1, CONC. A MIN. 0 IMBEDDED 12IN '� STUD LENGTH u, J 2X6STUD WALL e ,s . Y `i r4". p.c. siab GARAGE SECTION 0 - - 0 V SCALE: DATE: PROJ. .i E51-� GENERAL NOTES 8� BUILDING SECTIONS/4„=,�—o” 2-�uN-ss 9s=;,�8 YING D ., ADDITIONS AND RENOVATIONS SHEET #: JEFFREY A. BARNABY, CPBD CONNOLLY RESIDENCE LIVING DESIGNS 1995 A-5 CERTIFIED PROFESSIONAL BUILDING DESIGNER COMMON LAW FRExFHESELv R SERVES O 59 HELMSMAN DRIVE TO CE: LAW UCSD,CCOPYRIGHT, .THESE FLANS ARE NOT. 15v EVA : TO Er' REPRODUCED, CHANGED OR COPIED. 131 QUAKER MEETINGHOUSE ROAD, EAST SANDWICH, MA, ANY ERRORS OR DISCREPANCIES FOUND ON THESE TEL, '508-868-2747 YARMOUTHPORT MA. PLANS ARE TO BE BROUGHT TO THE ATTENTION OF OF IMNG DESIGNS PRIOR TO THE START OF WORK. N OWNERS: JAMES & CAROL CONNOLLY STREET ADDRESS: #59 HELMSMAN DRIVE. YARMOUTHPORT ASSESSORS' MAP 116 PARCEL 70 PLAN REF.: L.C.C. 364758 LOT 8 ZONE: R-40 GENERAL NOTES: I. CONTRACTOR SHALL NOTIFY DIG -SAFE PRIOR TO CONSTRUCTION AND BE RESPONSIBLE FOR ALL UNDERGROUND UTILITIES, 2, NO BEDROOMS ARE TO BE ADDED SO NO SEPTIC SYSTEM UPGRADE IS NECESSARY. SEPTIC COMPONENTS ARE SHOWN ON PLAN. J. WORK LIMIT LINE SHALL BE STAKED WITH HAYBALES PRIOR TO ANY CONSTRUCTION. 4. ELEVATIONS ARE BASED ON ASSUMED DATUM. BENCHMARK AS SHOWN ON PLAN. 5. ROOF RUNOFF TO BE DIVERTED TO DRY WELLS OR STONE TRENCHES. 6. ALL DISTURBED AREAS ARE TO BE REVEGETATED UPON COMPLETION OF CONSTRUCTION. avr r .\ \ s 6q. \\ ♦\ \ -- ��\ t 10,9 N %I 50. � � \ i^ \♦\ N 66.6 � ♦ \ svr7 m 1 \ \i t .s I 1,P Sp ...................t............... I iI .• � t I 1 \ LOT 8 r 1 a' ASS. MAP 116 BYr J ) i t EXISTING i PARCEL 70 J DW:LLING l 21.694*S.F. t - I/oo • � 11 II �..• )/ -EAST I NO rnr._ r� trAaf rrr 6EC ' I ) < 0 BE #59 1 MOVED Tv";" -CB. 61 I _ Y r o ) 14 a 1 PAVED 0� DRIVE ^' L evr t j '�♦ PROP. (?' °z, _h c I ♦ NEW DEC 1 P.tOP. VAL 41 FaRGQU PROP. pt {p� Sf �t�vEol I GARAGE. h �• EJB. �� I TE PLAN OF LA/VO PREP.4RE0 FOR .J,4MES OAROL CONNOL L Y SCS',LE: / - - 20 ✓UNE /s. /999 T%J�/l�( 22 LONG ROAD r• 11.4RW,rCh'. ".4 . 02645 y r5OQJ432-- X30,9 f W