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HomeMy WebLinkAbout2018 Jan 05 - Sign Off Transmittal, Plans - Demo/Reconstruction of Garage of .1Vt. TOWN OF YARMOUTH )c HEALTH DEPARTMENT PERMIT APPLICATION SIGN OFF TRANSMITTAL SHEET To be completed by Applicant: /.1 Building Site Location: Proposed Improvement: De,inol 1 ) c>4 0 018 rec e -4 (''off ) u o ' (e J C- raS e -rtrn 1 Senexi5iJ 13 170c.)se. jri #-o Applicant: V 1 (°6 t 0 I U 1 j l� Gi (Gr-g," l5 C O C Tel. No.: „3-c3 6& 6 s Fs--S— Address: SSAddress: °99 Fin CJ1T (20-t 0: + Date Filed: /-a-1 **Ifyou would like e-mail notification of sign off please provide e-mail address: Owner Name: C I. j e}lOft Owner Address: 1-1��-�'�/� Owner Tel. No.: RESIDENTIAL AND/OR COMMERCIAL BUILDING I HEALTH DEPARTMENT: Determines Compliance to State and Town Regulations; i.e., Requirements For Septage Disposal and other Public Health Activities. Please submit three (3) copies of plans, to include: (1.) Site Plan showing existing buildings, water line location, and septic system location; (2.) Floor plan labeling ALL rooms within building (all existing and proposed)— Note:Floor plans not required for decks,sheds, windows, roofing; (3.) If necessary, Title 5 application signed by licensed installer (' with fee. REVIEWED BY: j. G!?j'""-' DATE:' / PLEASE NOTE COMMENTS/CONDITIONS: i'soc� 0‘)Q ✓-jct. c,^45(felt' i r3-t-civa ». - 14, i i`‘ MG2.i b-iocr› . c'G rn 4( '"ct (`(of,/ (3t'cf✓c("Ac -- c w (( /3-e 3 r3 vo ,-- I /k)ou_ /� e \ u K). NOTE:PROVIDE PLYWOOD 4 SHINGLE SEAMS AT 70 ONGD BREAKAWAY WALL/PILE NAILERS HOUSE PILES: ASTM D25 CLA55 B A.3 w/12" MIN. BUTT DIA. MIN. LENGTH 30' TREAT PER PLATES AND WASHERS AWPA STANDARD UC5C FOR (200 50. FT COVERAGE) SALT WATER EXPOSURE _ 32'-0" HOT -DIP GALVANIZED RUN BETWEEN III 111 DROPPED TYP. 1 jl L PILINGS ISI ISI J I� 1 III III r II GPO55 BRACING: 72' I' II -1------ 1r --------------�1 1 I- - ------------------ II II ----------------- II Wq^ THREADED ROD 11 m CRO55 BRACING: /TURNBUCKLES, HILLSIDE - 4q THREADED ROD II TYPICAL WASHERS, STANDARD ./TURNBUCKLES, HILLSIDE WASHERS, STAND RD BREAKAWAY WALL 1� ,II 111 III IrI II. -1------------------_ ,I I, --1- PLATES AND WASHERS I 1 1 ADH2O34 ALL PRODUCTS TO BE II II ALL PRODUCTS TO BE NOT -DIP GALVANIZED II III I- J 2x4 P.T. SLEEPER 111 111 L 11 PERMANENTLY IIL , i1• HOT -DIP GALVANIZED — PROVIDE 2x _jI FASTENED TO SLAB I___ J11 II 11 w/HILTI 12-4-12- KB -III 1111L 111 4" CONIC. SLAB ON Ii BLOCKING AT PILES o _ m U 1 AS NEEDED ANDERSEN A SERIES I I 21368 1 L---- _ _ _J - L ----J L__________ _ _� _ ________________.S`_-_ q -LIGHT DR. 0 1 2 4 8 FOR STAIRLJELL � r-- - --------------- PROPOSED _ ~GARAGE-BAY#T j o EL. 5.5' 1 in I I °SMART VENT" FLOOD VE0 I 0. (200 5FT COVERAGE) --- ------ --- ,11 e 9J11 286B 7 q-LIGHT.DR. 6 "SMARTVENT" FLOOD: VENT5 (200 50. FT COVERAGE) 414 _J __PROPOSED �I����--1_ AT#L 2 -I6 ----J EL 5.5 i I 17 3068 ,p 9 -LIGHT DR. CRO55 BRACING: APRON 44" THREADED ROD 1 ./TURNBUCKLES, HILLSIDE WASHERS, STANDARD 2'-0.. PLATES AND WASHERS ALL PRODUCTS TO BE------- HOT-DIP GALVANIZED FIRST FLOOR CROSS BRACING: 4;° THREADED ROD 70 ONGD A B E-_-_ A.3 A.3 "SMART VE T" FLOOD VENT PLATES AND WASHERS APRON (200 50. FT COVERAGE) ALL PRODUCTS TO BE _ 32'-0" HOT -DIP GALVANIZED RUN BETWEEN III 111 DROPPED TYP. 1 jl L PILINGS ISI ISI J I� 1 III III r II 1 t i 72' I' II -1------ 1r --------------�1 1 I- - ------------------ II II ----------------- - 11 2468 PROPOS I VAULT CRO55 BRACING: m - 4q THREADED ROD II TYPICAL STORAGE ./TURNBUCKLES, HILLSIDE WASHERS, STAND RD BREAKAWAY WALL 1� ,II 111 III IrI II. -1------------------_ ,I I, --1- PLATES AND WASHERS I 1 1 ADH2O34 ALL PRODUCTS TO BE II NOT -DIP GALVANIZED II III I- J 2x4 P.T. SLEEPER 111 111 L 11 PERMANENTLY IIL , i1• --- ------ --- ,11 e 9J11 286B 7 q-LIGHT.DR. 6 "SMARTVENT" FLOOD: VENT5 (200 50. FT COVERAGE) 414 _J __PROPOSED �I����--1_ AT#L 2 -I6 ----J EL 5.5 i I 17 3068 ,p 9 -LIGHT DR. CRO55 BRACING: APRON 44" THREADED ROD 1 ./TURNBUCKLES, HILLSIDE WASHERS, STANDARD 2'-0.. PLATES AND WASHERS ALL PRODUCTS TO BE------- HOT-DIP GALVANIZED FIRST FLOOR 1 CROSS BRACING: 4;° THREADED ROD 70 ONGD _T -- I -/TURNBUCKLES, HILLSIDE E-_-_ OVLP2 3 SHELVES � WASHERS, STANDARD 11 I GRADE BEAM: �I� �I� AROUND I 1j PLATES AND WASHERS APRON I° I UTC. ALL PRODUCTS TO BE _ FLOOR PLAN S HOT -DIP GALVANIZED RUN BETWEEN III 111 DROPPED TYP. 1 jl L PILINGS ISI ISI J I� 1 III III r II 1 t i i___ 1 4:_4u TA14KLESS H/W HEATER _______ _____ -_ f A.1424-3-4 ADH2434 HANG DECK FOR MULTIZONE 4:_4u HEATING AND COOLING UNIT __VERIFY SIZE______------ ADH2434 _T -- I DATE: I OVLP2 3 SHELVES � 11 I GRADE BEAM: �I� �I� AROUND I 1j 1 I° I UTC. 1 _ FLOOR PLAN S RUN BETWEEN III 111 DROPPED TYP. 1 jl L PILINGS ISI ISI J I� 1 III III r II `VAULT X3068 i___ II -1------ 1r --------------�1 1 I- - ------------------ II II ----------------- p 11 2468 PROPOS I VAULT U, m - p� _IOD CONTRACTION III III T CUT WITH EARLY L III III ENTRY SAW J LAY. I I oK 1� ,II 111 III IrI II. -1------------------_ ,I I, --1- S 3 I 1 1 ADH2O34 I C, 3 NOTE: II III I- J 2x4 P.T. SLEEPER 111 111 L 11 PERMANENTLY IIL , i1• _jI FASTENED TO SLAB I___ J11 II 11 w/HILTI 12-4-12- KB -III 1111L 111 4" CONIC. SLAB ON Ii V i 2468 DN2050________________ IiII---0P€N-ABO*E U 1 ANDERSEN A SERIES I I III CEILING DECK � 1 L---- _ _ _J - L ----J L__________ _ _� _ ________________.S`_-_ w/ APPLIED GRILLES 0 1 2 4 8 FOR STAIRLJELL � ATF2815 I'I III o 1 AD142850 I FWTD-2-6018 :FWGD6068 IIII II; -- ------- 1 w 1 ° Ii gDH2O50 COL UP TOS------- w C, 1 PROPOSED I_A1 V o REC. ROOM -1 - PROPOSED SED p 3 j 15'Ek i9'-0' 1 STUDIO ADH2834 qG, U 30 B WALLS §STOP AT U . I TOP OF CE ING VAULT ABOVE STA _WELL VAULT I FWTD-2-6018 I u AAN242 ADH2450 I FWGD6065 I 2450 AN2428 _ I}I I 12 -8'r +------- - 7T- -------- - ------ I -J r- I 3-APW2020 I I I I � N A B 3 i A.3 A.3 ¢ a I LM�B-APK20201 1 m SECOND FLOOR j CUPOLA SHEARWALL & KING/JACK STUD PLAN A B A.3 A.3 SHEARWALL AND KING/JACK STUD KEY CODE 114-1 STANDARD SHEARWALL; T" CDX/OSB w/Bd RING -SHANK NAILS P 6" O.C., 10" IN FIELD AND SOLID BLOCKED SEAMS GWB/PLASTERBOARD ON INSIDE, 514--2 INCREASED SHEARWALL; (" CDX/OSB w/Bd RING -SHANK NAILS P 4" O.C., 10" IN FIELD AND SOLID BLOCKED SEAMS w%F" GNB/PLASTERBOARD ON INSIDE. J WINDOW OR DOOR KING JACK STUD REQUIREMENT NOTE: FRAMING FROM EXSITING GARAGE WILL BE RETAINED AND USED WHEREVER POSSIBLE. G�3L6GONIGD 1. ALL EXTERIOR WALLS SHALL BE 2X6 @ 16 O.C. UNLESS OTHERWISE NOTED. 2. ALL INTERIOR WALLS SHALL BE 2X4@ 16" O.C. UNLESS OTHERWISE NOTED. 3. CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. CONTRACTOR ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE DESIGNER. GENERAL NOTES N0. REVISION DATE COPYRIGHT NO SIDE HERESY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT. THESES PLANSARE NOT TO BE REPRODUCED NGEO OR COPIED IN ANY FORM OR MANNER WHATSOEVER W ITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION ANO CONSENT OF NORTHEIDE DESIGN ASSOCIATES. BUILDER: DESIGNER: IDE DESIGN DESIGN ASSOCIATES DISTINCTNE RESIDENTIAL & COMMERCIAL DESIGN 141 MAIN STREET "YARMOUTHPORT" MA 02675 1500)362-2210 15091362-9802 NORTHSIDEDESIGN.COM ` northsidel@com STRUCTURAL ENGINEER: PHILBROOK ENGINEERING STAMP: JAN (Pb 2018 PROJECTPROPOSED HEALT P,i: CLIFF BETRON RESIDENCE t� 9FLAKEYARD LANE W. YARMOUTH, MA. APRONi - _ __- r-------� r----�-----�-I �I J L ��L J L ��L J 5 )4"x 11 ?¢" P.T. L II r , �i APRON�APRON� A.1 OF DATE: II DROPPED EDGED III III PARALAM BEAM 1 11 I GRADE BEAM: �I� �I� AROUND I 1j II 10"x24" w/#5 T4B III III PERIMETER�I' II _ FLOOR PLAN S RUN BETWEEN III 111 DROPPED TYP. 1 jl L PILINGS ISI ISI J I� 1 III III r II i___ II -1------ 1r --------------�1 1 I- - ------------------ II II ----------------- J S Y"xll T.6" P.T. �I� �I� L I. F__ ARALAM BEAM� III I�4 DROPPED TYP. \ISI X11 III m o _IOD CONTRACTION III III T CUT WITH EARLY L III III ENTRY SAW J 32'-0' 1� ,II 111 III IrI II. -1------------------_ ,I I, --1- _------ _ ---__ ----------------------------- 111 III II NOTE: II III I- J 2x4 P.T. SLEEPER 111 111 L 11 PERMANENTLY IIL , i1• _jI FASTENED TO SLAB I___ J11 II 11 w/HILTI 12-4-12- KB -III 1111L 111 4" CONIC. SLAB ON Ii m = lit 6 MIL VAPOR RETARDER J ANDERSEN A SERIES 11 L 111 III r 1r r 1 -1 r L---- _ _ _J - L ----J L__________ _ _� _ ________________.S`_-_ w/ APPLIED GRILLES 0 1 2 4 8 NOTE: FRAMING FROM EXSITING GARAGE WILL BE RETAINED AND USED WHEREVER POSSIBLE. G�3L6GONIGD 1. ALL EXTERIOR WALLS SHALL BE 2X6 @ 16 O.C. UNLESS OTHERWISE NOTED. 2. ALL INTERIOR WALLS SHALL BE 2X4@ 16" O.C. UNLESS OTHERWISE NOTED. 3. CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. CONTRACTOR ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE DESIGNER. GENERAL NOTES N0. REVISION DATE COPYRIGHT NO SIDE HERESY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT. THESES PLANSARE NOT TO BE REPRODUCED NGEO OR COPIED IN ANY FORM OR MANNER WHATSOEVER W ITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION ANO CONSENT OF NORTHEIDE DESIGN ASSOCIATES. BUILDER: DESIGNER: IDE DESIGN DESIGN ASSOCIATES DISTINCTNE RESIDENTIAL & COMMERCIAL DESIGN 141 MAIN STREET "YARMOUTHPORT" MA 02675 1500)362-2210 15091362-9802 NORTHSIDEDESIGN.COM ` northsidel@com STRUCTURAL ENGINEER: PHILBROOK ENGINEERING STAMP: JAN (Pb 2018 PROJECTPROPOSED HEALT P,i: CLIFF BETRON RESIDENCE t� 9FLAKEYARD LANE W. YARMOUTH, MA. APRONi SHEET �i APRON�APRON� A.1 OF DATE: 10/20/14 NOOSE PILES:TITLE: ASTM CLA55 FLOOR PLAN S w/12" MIN.IN. BUTT DIA. i___ MIN. LENGTH 30' TREAT PER AWPA STANDARD UC5C FOR 32'-0' SALT WATER EXPOSURE NOTE: SCALE: 1/4 ALL WINDOWS ARE TO BE ANDERSEN A SERIES w/ APPLIED GRILLES 0 1 2 4 8 A B PILE PLAN NOTE: CONTRACTOR TO PROVIDE FALL PREVENTION ON ALL WINDOWS WITH SILLS ABOVE 72" ABOVE FINISH GRADE PER CODE. ALL WINDOWS SHALL HAVE FALL PREVENTION DEVICES AND SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F2090. WINDOW OPENING DEVICES SHALL BE SELF ACTING AND SHALL BE POSITIONED TO PROHIBIT THE FREE PASSAGE OF A 4" DIAMETER RIGID SPHERE THROUGH THE WINDOW OPENING WHEN THE WINDOW OPENING LIMITING DEVICE 15 INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. PROJECT SHEET 17-07 A.1 OF DATE: 10/20/14 12 6 - - WA -JEJIL.Affig i IIO�rlrtn�rlrlrr�rinll�nrlO�rlrlrr�rlrin�rlr, ,I'''' All�rttrrl�rrlrrt�nllrl�rrtrrl�rrin111nm1NrrlrL ,................................................... A.2 OF DATE: 10/20/14 I�1�11n�r�11r1�r�11r1�r�11r1�r�11r1�rvlrt�r�llrl�l� I— limmnolunrunntonnnolnnmmrmmrmu Ilrlrr�rlrlll�llrlrr�rlror.rlrllr�rlllrr�rlrlrr�rlrlrl rnll�rnrrl�rrlrrl�rr lurnrrlllrrint�rrnll Inmunnnmm�ml "' ��I�n:��nn:�m �r�m I�1�11r1�r�11r1�r�1u11 li�mnmm�mm�m iinmmiin7ioiiliimi nnuonnnunnnol �'� nonmomnnlrm nnrunnnununun Iunmmrmlorinn Inrinnnntmm�tmt ��� mnmm�nnurun II�1�IIl1�r�11r1�r�llrtl r1111�r�11r1�r�llrt�l� lumnnunnummn nrinrunnnurunnrl unnomnonmlm nrmm�nnnnt�m � � uurunnutmmrmn nmmrunnnnmin nomm�nnuumn mnulnmm�nnn TOP OF SLABI.mnuol.non.nn I�l�llll�r�llrt�r�llrtl nlll�r�ll_�7�IIr1�l� .ur.n.l—nnumu _ TOP OF SUB FLOOR ELEV. 16.4– – – – TOP OF SLAB_ _ _ _ _ ELEV. 5.5 -3 1/2° C - CUSTOM ASPHAL W.C. SH 1x10 RAK Ix4 RAK IxG TRIP Ix5/Ix6 ( Ix COMP RAILING ALUM. C BED MO Ix FRIEZ DECORA Ix4 WINE 2° R.G. TOP OF SUB FLOOR ELEV. 16.4--------- TOP OF SLAB ELEV. 5.5 FRONT ELEVATION NOTE: FRAMING MATERIAL SALVAGED FROM EXISTING GARAGE TO BE USED T RE CONSTRUCT WALL ON FIRST FLOOR AND ANY OTHER MATERIAL USEABLE TO BE RIGHT SIDE ELEVATION S'OUTHWES'T RETAINED IN THE NEW STRUCTURE. SOUTHEAST REAR ELEVATION NORTHEAST HANG DECK FOR MULTIZONE HEATING AND COOLING UNIT VERIFY SIZE 1. ALL EXTERIOR WALLS SHALL BE 2X6 @ 16' O.C. UNLESS OTHERWISE NOTED. 2. ALL INTERIOR WALLS SHALL BE 2X4 @ 16" O.C. UNLESS OTHERWISE NOTED. 3. CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. CONTRACTOR ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE DESIGNER. GENERAL NOTES NO. REVISION DATE COPYRIGHT NORTH SIDE HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT. THESES PLANS ARE NOT TO BE REPROD UCEO CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF NORTHSIDE DESIGNASSOCIATES. [,BUILDER: DESIGNER: laNORTHSIDE DESIGN DESIGN ASSOCIATES DISTINCTIVE RESIDENTIAL & COMMERCIAL DESIGN 141 MAIN STREET' YARMOUTHPORT- MA D2675 ISM)—22113(5.1---2 NORTHSIDEDESIGN.COM narthsldel@com STRUCTURAL ENGINEER: PHILBROOK ENGINEERING STAMP: PROJECT: PROPOSED CLIFF BETRON RESIDENCE 9 FLAKEYARD LANE W. YARMOUTH, MA. [TITLE: ELEVATIONS PROJECT #: SHEET 17-07 A.2 OF DATE: 10/20/14 2x12 4' 2x0 CLG JOISTS - IV, O.C. 2x10 RAFTERS 16" O.C. 2-1 "!'4'x11 Y4" LVL BELOW EACH WALL OF CUPOLA w/POST DOWN FRO EACH CORNER OF CUPOLA TYPICAL 2x12 RIDGE 202 VALLEY BEYOND 2x12 HEADER AT GAMBREL BREAK T4G PLYWOOD SUB -FLOG GLUED AND NAILED, TYP 3-2xB HDR. w/14" COX FLITCH PLATE TTP. U.N.O. 5 P.T. PARALAM BEAM DROPPED FRONT TO REAR BEYOND TOP OF SUB FLOOR BTM OF ANY STRUCTURAL MEMBER ELEV. 15.1' FLOOD ZONE V ELEV 13 CROSS BRACING: 9'4" THREADED ROD ./TURNBUCKLES, HILLSIDE WASHERS, STANDARD PLATES AND WASHERS ALL PRODUCTS TO BE HOT -DIP GALVANIZED TOP OF SLAB ELEV. 5. _ _ _ _ _ _ 5 DROPPED EDGED GRADE BEAM: 10"x24" w/#5 T48 RUN BETWEEN PILINGS A B A:3 A:3 LAY -ON IGH PITCH GAMBREL w/2x0 16" O.C. TYP. r . 3-2x0 HDR.j 3.5" SQUARE I.BE PSL POSTS FASTEN I -"Al YV 1.9E MICRO -LAM LVL /Y2 COX FLITCH PLATES P I I 12x10 FLOOR JOISTS 16" 0.Cd II I 0 TYP. RDGE NAIL RAFTERS Te I II �I I 2x10 RAFTERS ED 16" O.G. * 2x0 CLG JOISTS RIDGE w/b EACH 16d NAILS OR IN 30NITcORARE5I.BEEPSLQ� 5POSTS )POSE D 2.12 RIDGE / FASTENL xl R G 2x12 VALLEY I`_II__II L I I TO TO THE TRIMMER�,IOIST S w/51MPSON L5TA24 RAP TIE. 2x12 HEADER CANTILEVERED _ LET THRU SUB FLOORR. EXPOSED POST I--4 T GAMBREL BREAI 2-I �"x9 Y4° LVL OVER TOP RUN WALL TOCP w/2) "' DIA. WILL BE WRAPPED Tb.. FINISH 2.10 RAFT O.C. THRU BOLTS 16" O.G. �© I 'i MONITOR FRAME - ---------------- NAI ER - 2-I �4 XII iq° - -- DBL. 2x6 STUD 2x5 DECK KD SPF 200 RAFTERS 16" O.C. 'ARALAM BEAM _ -- -- PKTS. TTP. - OF CUPOLA 2x10 RAFTERS �I 3-1 V4`0 Y4" 1.9E MICRO -LAM LVL F I'd 5 4N 11 74" P.T. I' 5 Y P.T. PARALAM BEAM 3-1 4'4"x7 Y." 1.9E MICRO -LAM LVL FASTENED w/2 ROWS OF OPPED DROPPED TYP.' Yq"xll % P.T. �I FASTENED w/2 ROWS OF ARALAM BEAM TRU5-LOK SCREWS SPACED Ib" O.C.RIDGE STORAGE/ -. - MIN. MIN. BUTT DIA. MIN. LENGTH 30' TREAT PER - ARALAM BEAM TRU5-LOK SCREW5�5PACED 16" O.C. II I DROPPED TYP. SALT WATER EXPOSURE I I I I I I I I I I I I I I I 11 I I I 'Y'4"x11 Yq" I,9E MICRO -LAM LVL TYPICALTRAPS 2x10 RAFTERS 16" O.C. FLOOR JOISTS 2.5 RIDGE NAIL RAFTERS TO I 2-I Y4"x9 Y° LVL 1 2x10 (FLOOR JOISTS 16° OUTLOOKERS RIDGE w/6 EACH 164 NAILS 4 \ NTI NO RAFTERS 16° O.0 O.G. POST I C NTI LOU OVER TOP RUN WALL TO MONITOR FRAME 4 UP LM3-V - CUPOLA FRAMING: 2.12 HIP RAFTERS 2x 2 HE D 2x12 VALLEY 2x5 HDR. -AT GAM R BR COX FLITCH PLATES 2x0 CLG JOISTS - IV, O.C. 2x10 RAFTERS 16" O.C. 2-1 "!'4'x11 Y4" LVL BELOW EACH WALL OF CUPOLA w/POST DOWN FRO EACH CORNER OF CUPOLA TYPICAL 2x12 RIDGE 202 VALLEY BEYOND 2x12 HEADER AT GAMBREL BREAK T4G PLYWOOD SUB -FLOG GLUED AND NAILED, TYP 3-2xB HDR. w/14" COX FLITCH PLATE TTP. U.N.O. 5 P.T. PARALAM BEAM DROPPED FRONT TO REAR BEYOND TOP OF SUB FLOOR BTM OF ANY STRUCTURAL MEMBER ELEV. 15.1' FLOOD ZONE V ELEV 13 CROSS BRACING: 9'4" THREADED ROD ./TURNBUCKLES, HILLSIDE WASHERS, STANDARD PLATES AND WASHERS ALL PRODUCTS TO BE HOT -DIP GALVANIZED TOP OF SLAB ELEV. 5. _ _ _ _ _ _ 5 DROPPED EDGED GRADE BEAM: 10"x24" w/#5 T48 RUN BETWEEN PILINGS A B A:3 A:3 LAY -ON IGH PITCH GAMBREL w/2x0 16" O.C. TYP. A B I A.3 A:3 HOUSE PILES: 5 Yq''xll i¢" P.T. ASTM D25 CLA55 B PARALAM BEAM 5 Y"xll 7" P.T. w/12" MIN. BUTT DIA. AROUND rPARALAM BEAM MIN. LENGTH 30' TREAT PER PERIMETER / DROPPED AWPA STANDARD UC5C FOR DROPPED TYP / FRONT TO REAR SALT WATER EXPO'FURE I II II III 2x12 VALLEY 3-2x0 HDR.j 3.5" SQUARE I.BE PSL POSTS FASTEN - /Y2 COX FLITCH PLATES P I I 12x10 FLOOR JOISTS 16" 0.Cd II I 0 TYP. I II �I I 2x10 RAFTERS ED 16" O.G. * 2x0 CLG JOISTS I I E D F GIB OR IN 30NITcORARE5I.BEEPSLQ� 5POSTS )POSE D 2.12 RIDGE / FASTENL xl R G 2x12 VALLEY I`_II__II L I I TO TO THE TRIMMER�,IOIST S w/51MPSON L5TA24 RAP TIE. 2x12 HEADER CANTILEVERED _ LET THRU SUB FLOORR. EXPOSED POST I--4 T GAMBREL BREAI 2-I �"x9 Y4° LVL w/2) "' DIA. WILL BE WRAPPED Tb.. FINISH 2.10 RAFT O.C. THRU BOLTS 16" O.G. �© I 'i II AM 2-I 44"x7 Y4" LVL ---------------- NAI ER - 2-I �4 XII iq° - -- - -- -- 2x5 DECK KD SPF i Y"Al ?6" P.T. BELOW EACH WALL1. JOISTS I6" O.C. 'ARALAM BEAM _ -- -- - -- - OF CUPOLA 2x10 RAFTERS 16" O.C. DECORATIVE BRACKET \ / I'd 5 4N 11 74" P.T. I' 5 Y P.T. PARALAM BEAM 3-1 4'4"x7 Y." 1.9E MICRO -LAM LVL OPPED DROPPED TYP.' Yq"xll % P.T. �I FASTENED w/2 ROWS OF ARALAM BEAM A5TM 025 CLASS B STORAGE/ -. - II MIN. MIN. BUTT DIA. MIN. LENGTH 30' TREAT PER - ARALAM BEAM TRU5-LOK SCREW5�5PACED 16" O.C. AWPA STANDARD UC5C FOR I DROPPED TYP. SALT WATER EXPOSURE I I I I I I I I I I I I I I I 11 I I I 'Y'4"x11 Yq" I,9E MICRO -LAM LVL DROPPED TYP. I 2x10 FLOOR JOISTS I6' RIDGE NAIL RAFTERS TO I 2-I Y4"x9 Y° LVL 1 2x10 (FLOOR JOISTS 16° O.C. I RIDGE w/6 EACH 164 NAILS 4 \ NTI NO RAFTERS 16" O.G. POST I C NTI LOU OVER TOP RUN WALL TO MONITOR FRAME UP - CUPOLA FRAMING: 2.12 HIP RAFTERS 2x 2 HE D - 2x10 RAFTERS I6" D.C.' -AT GAM R BR MONITOR P05TS EXPOSED OR IN WALL: r -2x12 GE I TO TO THEE TRIMMER'JOI.BE PSL STS TS FASTEN 2x10 RAFTERS 16" O.C. _- - - - \- w/SIMPSON LSTA24 STRAP TIE. LET THRU SUB FLOOR. EXPOSED P05T - WILL BE WRAPPED TO FINISH J 2x12 VALLEY x0 NAILER LAY -ON HIGH PI CH PARALAM BEAM GAMBREL w/2x0 16" O.C. TYP. I� II II 3-1 WX7 Y4" 1.9E MICRO -LAM LVL FASTENED w/2 ROWS OF 1DROPPED I TRU5-LOK SCREWS SPACED 16" O. . A B A B I A.3 A:3 HOUSE PILES: 5 Yq''xll i¢" P.T. ASTM D25 CLA55 B PARALAM BEAM 5 Y"xll 7" P.T. w/12" MIN. BUTT DIA. AROUND rPARALAM BEAM MIN. LENGTH 30' TREAT PER PERIMETER / DROPPED AWPA STANDARD UC5C FOR DROPPED TYP / FRONT TO REAR SALT WATER EXPO'FURE I II II III MONITOR POSTS EXPOSED OR IN WALL: 17-07 3.5" SQUARE I.BE PSL POSTS FASTEN - TO TO THE TRIMMER JOISTS I I 12x10 FLOOR JOISTS 16" 0.Cd II I 0 LET THRU SUB FLOOR. EXPOSED P05T I II �I I 2x10 RAFTERS ED 16" O.G. * 2x0 CLG JOISTS I I E D F GIB I I )POSE D 2.12 RIDGE / III I -----� - 2x12 VALLEY I`_II__II L BEYOND - CANTILEVERED 2xB P.T. LEDGER 2-I �"x9 Y4° LVL w/2) "' DIA. II BEYOND THRU BOLTS 16" O.G. �© __ II AM 2-I 44"x7 Y4" LVL ---------------- HEADER -- - -- -- 2x5 DECK KD SPF i Y"Al ?6" P.T. JOISTS 16 O.C. JOISTS I6" O.C. 'ARALAM BEAM _ -- -- - -- - )ROPPED TYP. HANGERS EACH END 1 ARALAM BEA DECORATIVE BRACKET I'd 5 4N 11 74" P.T. I' 5 Y P.T. PARALAM BEAM OPPED DROPPED TYP.' Yq"xll % P.T. �I ARALAM BEAM A5TM 025 CLASS B STORAGE/ -. II MIN. MIN. BUTT DIA. MIN. LENGTH 30' TREAT PER GARAGE ARALAM BEAM -- AWPA STANDARD UC5C FOR I DROPPED TYP. SALT WATER EXPOSURE I I I I I I I I I I I I I I I 11 I I DROPPED TYP. I 2x10 FLOOR JOISTS I6' O.C. I 2-I Y4"x9 Y° LVL 1 2x10 (FLOOR JOISTS 16° O.C. I C NTI UOU I POST C NTI LOU UP I I Y4'xll PARALAM BEAM I� II II 1DROPPED I II II II I I II II 2.10 FLOOR JOISTS 16" O.C. I II IfII jl �KNtt tIKALI NQ, I III W I" `A2.15 II I -6"X6" PT KNEE$RACING OPPOSING SIDE OF III 2x0 KDIII OPPOSING SIDE OF GARAGE DOOR III DECK JOISTII GARAGE DOOb"xe" PT BEAMS CANTILEVERED -la_ III 6"x8" PT BEAMS C NTILEVEREC /2-I %°x9y" LVLI_� JL JL JIt� /2-1 W.9 Y" LVL (I- EACH SIDE) TO EXT. WALL -_--- (I- EACH SIDE) TO EXT. WALL 2-I x7 SIMPSON LU526 HEADEHANGERS EACH END P.T. LEDGER w/2) i5" DIA. THRU BOLT5 16" O.C. A B A.3 A.3 A.3 i STATEMENT OF ELEVATIONS IAW_PARA.322.3.2.1 MA AMENDS IRC 200q a. It FLOOR (TOP OF SUBFLOOR) = 16.9+ FT. b. TOP OF PILE/BTM. OF PILE CAP BEAM 4 FLOODPROOFING - 15.1 FT. c. BASE FLOOD ELEVATION - 13.0 FT. FOR V -ZONE (VI3) d. SMART VENT INVERTS - 6.0 FT. e. GARAGE (TOP OF SLAB) - 5.5 FT. ;f. AVERAGE OF EXISTING GRADE = 5.0 FT. Q. SCOUR RANGE . 4.0 - 5.0 FT. h. TIP OF WOOD PILES = -13.0 FT. MONITOR POSTS EXPOSED OR IN WALL: 17-07 3.5" SQUARE I.BE PSL POSTS FASTEN - TO TO THE TRIMMER JOISTS DROPPED TYP. w/51MPSON LSTA24 STRAP TIE. 0 LET THRU SUB FLOOR. EXPOSED P05T WILL BE WRAPPED TO FINISH 2x10 RAFTERS ED 16" O.G. * 2x0 CLG JOISTS _ 16" O.C. )POSE D 2.12 RIDGE / - EACH SIDE OF DECK -----� - 2x12 VALLEY I`_II__II L BEYOND i STATEMENT OF ELEVATIONS IAW_PARA.322.3.2.1 MA AMENDS IRC 200q a. It FLOOR (TOP OF SUBFLOOR) = 16.9+ FT. b. TOP OF PILE/BTM. OF PILE CAP BEAM 4 FLOODPROOFING - 15.1 FT. c. BASE FLOOD ELEVATION - 13.0 FT. FOR V -ZONE (VI3) d. SMART VENT INVERTS - 6.0 FT. e. GARAGE (TOP OF SLAB) - 5.5 FT. ;f. AVERAGE OF EXISTING GRADE = 5.0 FT. Q. SCOUR RANGE . 4.0 - 5.0 FT. h. TIP OF WOOD PILES = -13.0 FT. GL PLYWOOD SUB-FLOOR � GLUED AND NAILED, TYP TOP OF SUB FLOOR _ ELEV-(6.9 _BTM OF ANY STRUCTURAL MEMBER ELEV. 15.1' G FLOOD ZONE V ELEV 13 CRO55 BRACING: N wq THREADED ROD r /TURNBUCKLES, HILLSIDE WASHERS, STANDARD PLATES AND WASHERS ALL PRODUCTS TO BE HOT -DIP GALVANIZED TOP OF SLAB ELEV. 5.5 - - - - DROPPED EDGED GRADE BEAM: 10'.24" w/#S TIlB RUN BETWEEN PILINGS 1 �'q"xll Y" 1.9E MICRO -LAM LVL RIDGE NAIL RAFTERS TO RIDGE w/6 EACH 16d NAILS 4 RUN 51MP50N L5TA15 STRAP OVER TOP RUN WALL TO MONITOR FRAME 2x10 RAFTERS 16" D.C. _ 2.5 CLG JOISTS 16" O.C. M1�--y RI( I 3-2x8 HD /YiR. I w" CDX FLITCH PLATES TTr-1 II R I N TYP. Z CLLU 17-07 3-1 %N7 Y14" 1.9E MICRO -LAM LVL - CLIFF BETRON DROPPED TYP. FASTENED w/2 ROWS OF 0 2xB CLG JOISTS 16" O.C. OVER TRU5-LOK SCREWS SPACED 16" O.C. b"xe" BEAMS CANTILEVERED STAIRWELL II =n /2-I )°x9 ?" LVL * [. -PARALAM BEAM (I- EACH SIDE) TO EXT. WALL )POSE D LDROPPED TYP. P; I - EACH SIDE OF DECK W. zp 3i N II II M BEYOND - II 2xB P.T. LEDGER 2-I �"x9 Y4° LVL w/2) "' DIA. BEYOND THRU BOLTS 16" O.G. �© __ _______ 2-I 44"x7 Y4" LVL ---------------- HEADER x10 FLOOR 2x5 DECK KD SPF i Y"Al ?6" P.T. JOISTS 16 O.C. JOISTS I6" O.C. 'ARALAM BEAM w/SIMPSON LU526 )ROPPED TYP. HANGERS EACH END DECORATIVE BRACKET 5 4N 11 74" P.T. PARALAM BEAM DROPPED TYP.' HOUSE PILES: A5TM 025 CLASS B STORAGE/ -. ENTRY •• MIN. MIN. BUTT DIA. MIN. LENGTH 30' TREAT PER GARAGE -- AWPA STANDARD UC5C FOR I I I I I I I I I I I I I II I I I SALT WATER EXPOSURE I I I I I I I I I I I I I I I 11 I GL PLYWOOD SUB-FLOOR � GLUED AND NAILED, TYP TOP OF SUB FLOOR _ ELEV-(6.9 _BTM OF ANY STRUCTURAL MEMBER ELEV. 15.1' G FLOOD ZONE V ELEV 13 CRO55 BRACING: N wq THREADED ROD r /TURNBUCKLES, HILLSIDE WASHERS, STANDARD PLATES AND WASHERS ALL PRODUCTS TO BE HOT -DIP GALVANIZED TOP OF SLAB ELEV. 5.5 - - - - DROPPED EDGED GRADE BEAM: 10'.24" w/#S TIlB RUN BETWEEN PILINGS 1 �'q"xll Y" 1.9E MICRO -LAM LVL RIDGE NAIL RAFTERS TO RIDGE w/6 EACH 16d NAILS 4 RUN 51MP50N L5TA15 STRAP OVER TOP RUN WALL TO MONITOR FRAME 2x10 RAFTERS 16" D.C. _ 2.5 CLG JOISTS 16" O.C. M1�--y RI( I 3-2x8 HD /YiR. I w" CDX FLITCH PLATES TTr-1 II R I N TYP. 5 y'.II ?b" P.T. Z CLLU 17-07 PARALAM BEAM JOISTS Ib" O.C. CLIFF BETRON DROPPED TYP. K RESIDENCE 9 FLAKEYARD LANE W. YARMOUTH, MA. GARAGE X00 [. -PARALAM BEAM TITLE: LDROPPED TYP. P; lJ SECTIONS OC q AoUSr 5TM 215 CLASS B LU/12' MIN. BUTT DIA. zp 3i N FRAMING MIN. LENGTH 30' TREAT PER AWPA STANDARD UC5C FOR p 3= N 5 y'.II ?b" P.T. 2x10 FLOOR 17-07 PARALAM BEAM JOISTS Ib" O.C. CLIFF BETRON DROPPED TYP. CONTINUOUS RESIDENCE 9 FLAKEYARD LANE W. YARMOUTH, MA. GARAGE [. 1. ALL EXTERIOR WALLS SHALL' BE 2X6 @ 16" D.C. UNLESS OTHERWISE NOTED. 2. ALL INTERIOR WALLS SHALL BE 2X4 @ 16' O.C. UNLESS OTHERWISE NOTED. 3. CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. CONTRACTOR ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE DESIGNER. GENERAL NOTES NO. REVISION DATE COPYRIGHT NORTHSIDE HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT. THESES PLANS ARE NOT TO BE REPRODUCED CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF NORTHSICE ll,DESIGN ASSOCIATES. rDESIGNER: IDE DESIGN DESIGN ASSOCIATES DISTINCTIVE RESIDENTIAL & COMMERCIAL DESIGN 141 MAIN STREET' YARMOUTHPORT' MA 02625 (SN)362-2210 1508( 362-602 NORTHSIDEDESIGN.COM w h0del@......I- STRUCTURAL ENGINEER: PHILBROOK ENGINEERING STAMP: PROJECT #: SHEET 17-07 A.3 OF DATE: CLIFF BETRON RESIDENCE 9 FLAKEYARD LANE W. YARMOUTH, MA. 5 Y"Al 76" P.T. -PARALAM BEAM TITLE: LDROPPED TYP. P; lJ SECTIONS OC q AoUSr 5TM 215 CLASS B LU/12' MIN. BUTT DIA. FRAMING MIN. LENGTH 30' TREAT PER AWPA STANDARD UC5C FOR -4e-SALT WATER EXPOSURE- - SCALE: 1/4"=1'-0" �© 0 1 2 4 8 PROJECT #: SHEET 17-07 A.3 OF DATE: 10/20/14 I , , , riql*--eirkfT , I ,, , , ii , __ IS.kjr_or.LA r 1 V_ { f i I i , , ' I EE. i ! 1 i i i 1 , 1 \c-76 ' i l 11 .1 1 , i 1 1 I 1 1 1 I 7 ' Mill 1 : 1 , : , 1 1 1 j ! --- ; { ! I 1J L' i . 71 --9 i ' 1 : = a a I ii i i ; 1 ! 3 f j j 1 I !} 4 ' O ' I i j I . . I ;! ! f �E3I 3111 1 1 I ! ! II i� ! , . I ! i I I ! , k� RE�CE�IVED I j [. 1 i l AN0 = 2118 ! I I I I ! 1 i , I 'H E 1} D='T , i I ' ii%V' iiI MOM. 1 � �1 S i I i , ! 1 ! , ! iii ! ! i , I !' I I ! I I 1 1 1 I i a_I■ 1 I ! Igi,‘ 1 ! I I i adst1 , ii 1 , 1 1 1 : is , II 1 1 i 1 ' t i I 1 -1. 4 i I. H ! 3 3 r L 101-511 III-1" 1 , ::,. , 1 , , ,Ty 1 EXISTING EXISTING 6 BEDROOM #2 SEDROOM #3 70 AREA: 101 SQ. FT AREA: 135 SQ. FT J L .1 \ 1 CL. L 1 (*\) . j CL. JEXISTING BATHSWALL 0 /". . \i, • r✓ EXISTING MASTER BEDROOM 6,\ m AREA: 209 SQ. FT p r '\ ■ ■ • I 21'-10" JAN 0 52018 HEALTH DEPT. 1 -.t.--o- Ins PLAN NVALD COPYRIGHT DATE REVISIONS 0 2 SECOND FLOOR NORTHSIDE N Ham■ CONSIRUC11014 DOCUMENTS �� DESIGN RESERVES SHEET NO. DATE: ' EXISTING SIG 1 02/7/14 1 CLIFF g RD LAN asnNcmE 50 S� IN:TELgt.R. 9 FLAKEYALANE 141 HAN smear•rmmovn4 am•6U,oma MD oF torriamE 14. YARMOUTH. MA. c..n 76II�"o coon am-.sem \ 1 \ Cr 1 EXISTING 6 BEDROOM #2 70 AREA: 236 SQ. FT ! --I L r / CL. (\I • G i • j CL. EXISTING BAT MALL 0 NA \) [ \ EXISTING MASTER BEDROOM � � AREA: 209 SQ. FT o r �' LAN 70 CL. ,, .0�0�`ribl, I ■ j...____( \ 21'-10" 1 JAN 0 6-2018 PrW , 06 HEALTH DEPT. uk 1 e•-1•-0• COPYRIGHT(AIMS ACCOMPANIED MS PLAN NWuD SECOND FLOOR �� NNORTH�IDE RESERWS I„� u r DAZE �"�°►� 0 8 ■" BY COMPLETE SET OFOF m Docuillos. DESIGw COPYRIGHT.THESES2PLANS sHEEr Na DATE: NulCONS�o�w►1pNcs N SE,: ® ASSOCIATES " �µY ME SK.1 02/7/14 CLIFF BETRON ■ lour� q FLAKEYARD LANE u1 wq anacr•rmikunwear•LN 02675 MD r p NaemsuE K. YARMOUTH, MA. MOO 362-2210 DE9LN MAP 20 PARCEL 19 WACKROW JEAN M (LIFE EST) 5 GLENWOOD ST WEST YARMOUTH, MA 02673 MAP 20 PARCEL 13 \\ APPROX. 8' WIDE OFFICER, JOHN DAVID NOTES: ZONING SUMMARY PROPOSED 20' \ RIGHT OF WAY WADE MARCIA J ELECTRIC EASEMENT \ \�y 60 SUTTON PLACE SOUTH \ 1, VERTICAL DATUM IS NAVD88 (ADD 0.9' FOR NGVD29) ZONING DISTRICT: R-25 RESIDENTIAL DISTRICT 10021 NEW YORK, NY -4168 \ \ ORIGINAL 8' WIDE 2. MUNICIPAL WATER IS EXISTING MIN. LOT SIZE 25,000 S.F. MIN. LOT FRONTAGE 150' RIGHT OF WAY 3. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING MIN. FRONT SETBACK 30' SEE LAND COURT PLAN MAP 20 PARCEL 17 \ \ DIGSAFE (1-8887344-7233) AND VERIFYING THE MIN. SIDE SETBACK 15' GLENWOOD STREET C \ \� BENCHMARK LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES MIN. REAR SETBACK 20' C/O DAVID OFFICER �k CONCRETE BOUND PRIOR TO COMMENCEMENT OF WORK. MAX. BUILDING COVERAGE 25% (PROPOSED = 10.9%) EXIST. DWELL. 60 SUTTON PLACE S UTH EL. = 4.43' NEW YORK, NY 1002 -4168 04. PROVIDE STONE TRENCHES AT ROOF DRIP LINES TO CONTAIN ROOF RUN-OFF LOCUS IS WITHIN FEMA.FLOOD ZONE VE EXIST. DWELL. OLD WOOD BULKHEAD OLD CONC. BU MAP 20 PARCEL 18 BARKER JOHN R & CATHY A 7 GLENWOOD ST WEST YARMOUTH, MA 02673 ti �O Q I Q � =r / �P F OGS � PROPOSED 460 SF B CHGRASS PLANTINGS w \. 'k, N BALCONYo� \ \\ 100 \\ c) EXISTING EXISTING GRAVEL RIVE LAWN LOT AREA: 21,393± SF A � 5 .Fb 4 GF' GRgs AR �` Fq l MEAN y,Gy � l wA TER � trTlpA�� � Y ScGle:1 "= 20' DCE #10-246 0 10 20 30 40 50 FEET EXIST. DWELL. FFLR EL. 10.2 NAVD88. PROPO\ 184 SF BE) PLANTINGS T110 OD XIST. WOOD BULKHEAD M -T44 -RIP RAP AROUND i EL.5.5 LEVEL ELA I y0 7. V WOF SILI v RI Bc VLV.EL. 5.( BUI .0, \ WALL V. EL. 3.9± EXISTING 4 BEDROOM ING TO BE CONVERTED ,6 0 3 B ROOM (SEE PLANS 9Y{Et9OR SIDE DESIGN) S 2 155 SF SHED S,O• 155 SF MAP 20 PARCEL 15.1 HARRIS CLAIRE E 15 FLAKEYARD LN WEST YARMOUTH, MA 02673 EXISTING GARAGE RAISED LOCUS MAP NOT TO SCALE ASSESSORS MAP 20 PARCEL 16 DATUM: NAVD88 OWNER OF RECORD CLIFFORD I. & PATRICIA S. BETRON 381 TAHMORE DRIVE FAIRFIELD, CT 06824 OP LEVEL EL. 17.5 PILING FOUNDATION (DE IS GN BY OTHERS) &AS EL. 5.5' 5 0' PRECAST H-10 RISERS (TYP.) i 80 PVC 2'0 5.04' ADD EXISTING 14" 3,9'* TEE SEPTIC TANK TEE GAS BAFFLE U *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM PROPOSED (-!—*5-7- SLOPE) EXISTING FOUNDATION— 76' SEPTIC TANK - SITE PLAN. OF 9 FLAKEYARD LANE WEST YARMOUTH PREPARED FOR CLIFFORD DETRON FEBRUARY 11, 2014 REV. 6-17-2014 (SHOW GARAGE REBUILT IN SAME FOOTPRINT, MITIGATION) REV. 7-24-2017 (UPDA L� FD=� NI El aC�6GOdC�D �:�< �Niv� 201$ 0' �r °" rV14,81,4 off 508-362-4541 jw o v�� fax 508-362-9880 acy DANIEL �J\ HEALTH DEPT. DANIEL A. Gym=fa A downcape.com o OJALA OJALA �. CIVIL � q No. 40980�' down Cape en0 inc. 0.46502 pp �P y TES ��`` ��Ncivil engineers SS�ONA EAG ��'' \ land surveyors 939 Main Street ( Rte 6A) DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 \ / EL. 13 & AE EL. 12 AS SHOWN ON COMMUNITY PANEL \t �� PROPOSED RETAINING WALL #25001 CO339J DATED 7/16/2014 KEYSTONE OR EQUAL. TOP OF WALL EL. 5.5 I/ / EXISTING GARAGE \ #3 TO BE RAISED UP ON PILINGS IN SAME ti0 I LOCATION, PARK UNDER I LIVING SPACE ABOVE z S9 ?ROPOS (SEE PLANS BY Q 452 SF TIVE NORTHSIDE DESIGN) -3 PLANTING IN CONSU ATION WITH CONSERVA N ADMINISTRATOR \ 42/ MAP 20 PARCEL 18 BARKER JOHN R & CATHY A 7 GLENWOOD ST WEST YARMOUTH, MA 02673 ti �O Q I Q � =r / �P F OGS � PROPOSED 460 SF B CHGRASS PLANTINGS w \. 'k, N BALCONYo� \ \\ 100 \\ c) EXISTING EXISTING GRAVEL RIVE LAWN LOT AREA: 21,393± SF A � 5 .Fb 4 GF' GRgs AR �` Fq l MEAN y,Gy � l wA TER � trTlpA�� � Y ScGle:1 "= 20' DCE #10-246 0 10 20 30 40 50 FEET EXIST. DWELL. FFLR EL. 10.2 NAVD88. PROPO\ 184 SF BE) PLANTINGS T110 OD XIST. WOOD BULKHEAD M -T44 -RIP RAP AROUND i EL.5.5 LEVEL ELA I y0 7. V WOF SILI v RI Bc VLV.EL. 5.( BUI .0, \ WALL V. EL. 3.9± EXISTING 4 BEDROOM ING TO BE CONVERTED ,6 0 3 B ROOM (SEE PLANS 9Y{Et9OR SIDE DESIGN) S 2 155 SF SHED S,O• 155 SF MAP 20 PARCEL 15.1 HARRIS CLAIRE E 15 FLAKEYARD LN WEST YARMOUTH, MA 02673 EXISTING GARAGE RAISED LOCUS MAP NOT TO SCALE ASSESSORS MAP 20 PARCEL 16 DATUM: NAVD88 OWNER OF RECORD CLIFFORD I. & PATRICIA S. BETRON 381 TAHMORE DRIVE FAIRFIELD, CT 06824 OP LEVEL EL. 17.5 PILING FOUNDATION (DE IS GN BY OTHERS) &AS EL. 5.5' 5 0' PRECAST H-10 RISERS (TYP.) i 80 PVC 2'0 5.04' ADD EXISTING 14" 3,9'* TEE SEPTIC TANK TEE GAS BAFFLE U *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM PROPOSED (-!—*5-7- SLOPE) EXISTING FOUNDATION— 76' SEPTIC TANK - SITE PLAN. OF 9 FLAKEYARD LANE WEST YARMOUTH PREPARED FOR CLIFFORD DETRON FEBRUARY 11, 2014 REV. 6-17-2014 (SHOW GARAGE REBUILT IN SAME FOOTPRINT, MITIGATION) REV. 7-24-2017 (UPDA L� FD=� NI El aC�6GOdC�D �:�< �Niv� 201$ 0' �r °" rV14,81,4 off 508-362-4541 jw o v�� fax 508-362-9880 acy DANIEL �J\ HEALTH DEPT. DANIEL A. Gym=fa A downcape.com o OJALA OJALA �. CIVIL � q No. 40980�' down Cape en0 inc. 0.46502 pp �P y TES ��`` ��Ncivil engineers SS�ONA EAG ��'' \ land surveyors 939 Main Street ( Rte 6A) DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675