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Home My WebLink About2021 Sign Off Transmittal - New Build / 4 Bdrm HomeBUFFER DISTURBANCE WETLANDS GRADING/DRIVEWAY DWELLING/PATIO 0-50' 950± S.F. 0 S.F. 50'-100' 7,700± S.F. 2,004± S.F. TOTAL 8,650± S.F. 2,004± S.F. RESOURCE DISTURBANCE LAND SUBJECT TO COASTAL STORM FLOWAGE WITHIN FLOOD ZONE: 12,350± S.F. -I LEGEND 0 ® 50.9 X SPOT ELEVATION a C.B. 4s, CATCH BASIN PLAN REFERENCE: DMH ® DRAINAGE MANHOLE S z SMH ® SEWER MANHOLE o TMH 8 TELEPHONE MANHOLE ~ LP LIGHT POLE r UPL7 UTILITY POLE / UGHT 3 UPLT-* UTILITY POLE / LIGHT & TRANSFORMER ZONE: UPT UTILITY POLE / TRANSFORMER Ilk' UP — OHW — UTILITY POLE OVERHEAD ELECTRIC LINE PROPOSED o EHH ELECTRIC HANDHOLE 25,000 S.F. ® GMET GAS METER — G— GAS LINE 9 GV GAS GATE WG ® WATER GATE — W— WATER LINE WI 1$i TEST PIT F. �g P PRdPO4ED 500 -GAL CONCRETE DRY'WEb6 4n'R �, LOTF 54.0' PROPOSED GAS SERVICE PROPOSED ELECTRIC?0 E \ 3 SERVICE 201.53 PROPOSED PATIO h 12' X 36' � 2 NOTES• THIS PROPERTY IS SUBJECT TO AN ORDER OF CONDITIONS "SE 83-1524" (NOW EXPIRED) RECORDED AT THE BARNSTABLE REGISTRY OF DEEDS AND RECORDED IN DEED BOOK 13218, PAGE 53, WETLANDS DELINEATED BY BSC GROUP, INC. ON JANUARY 4, 2021. THE ENTIRE PARCEL IS WITHIN FLOOD ZONE AE, ELEVATION 11. MUNICIPAL WATER IS AVAILABLE AT THE STREET. A 20' ACCESSEASEMENT CROSSES THIS PROPERTY TO SERVICE TWO PROPERTIES IN THE REAR. IT IS UNCLEAR TO BSC GROUP INC IF THIS PROPERTY CAN ALSO USE THAT DRIVEWAY. SAND PILES DELIVERED TO THE SITE UNDER THE PREVIOUS O.O.C. (NOW EXPIRED) STILL NEED TO BE SPREAD OUT AT THE SITE. FLOOD VENTS TO BE PROVIDED AS DESIGNED ON THE ARCHITECTURAL PLAN. PROPOSED RESERVE 20' X 30' i LOCUS INFORMATION CURRENT OWNER: JAMES & DEBORAH BLOUMBAS TITLE REFERENCE: DEED BOOK 34167 PAGE 146 PLAN REFERENCE: PLAN BOOK 555, PAGE 75 ASSESSORS MAP: 19 PARCEL: 42.1.1 ZONING DISTRICT: R-25 SETBACKS: FRONT 30' 3 , SIDE 15' REAR 20' OVERLAY DISTRICT: NONE NITROGEN SENSITIVE TO ACCOMPANY A ZONE: NOT A ZONE it FEMA FLOOD SOUTH YARMOUTH ZONE DISTRICT: ZONE AE -11, DATED JULY 16, 2014 PROPOSED PANEL #2500100589 J MINIMUM LOT: SIZE: 25,000 S.F. EXISTING LOT, SIZE: 25,200* S.F. c , 05 2021 HEALTH DEPT. 28 Lu o: N z > z z Lu LOCUS a a CL NANTUCKET SOUND LOCUS MAP NOT TO SCALE ,rte r 3 , CRAIG A. FIELD DATE PROFESSIONAL LAND SURVEYOR PLAN OF LAND TO ACCOMPANY A CONSERVATION FILIN #194 PAWKANNAWKUT DR. IN SOUTH YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) PROPOSED CONDITIONS AUGUST 19, 2021 N0. DATE DESC. PREPARED FOR: JAMES BLOUMBAS 2 PEBBLEBROOK ROAD NORTH EASTON, MA 02.536 JIMBLOUMBAS®GMAIL.COM wc GRoup 349 Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 2021 BSC Group, Inc. SCALE: 1" = 20' 0 10 20 40 Fw FILE: P.\prj\5048400\CML\50484-SP-I.DWG DWG. NO: 5179-31 SHEET 1 OF 1 JOB. NO: 5-0484.00 48'-0" Ia 26-0 8'-0" 2'-11" rL 2'-6" Q, LEGEND: 0 2848 --- 2'-8" WIDE x 4'-8" TALL WINDOW SIZE (REFERENCE) (OWNER TO COORDINATE WITH BUILDER PRIOR TO FRAMING FOR WINDOW SELECTION) z 16'-0" (REFERENCE) 13'-0" G 4'-2" 2'-11" 52'-0" 9'_2" 36'-0" (REFERENCE) 6'_3' T_102' 5'_7" FIGURE 17 STRAPS REQUIRED @ ALL OPENINGS 1 S-2 5'x4' v v DECK N LANDINGco ----__—__ __ __------ - -- -- - __— --__ 2'-6" SHEAR WALL #1 11'-s4^ LANDING #1DRESSER 10'-324" %%s' PLYWOOD FOUNDATION TO 3'-6" o ° 2848 ROOF (40' LONG WALL 3 5t I M 4 CONCRETE: > 25± S.F.s.F. STOOP as @6° EDGE y" FIELD UP i BEDROOM #2 F]4'.0" ]4� 161± S.F. 4 0'x4'-0' 9'-10" z 5'_0" j 13'-10" o REAR HALL M / ❑10' 0.. i 63± S.F. CLOSET � 15'-9a" BEDROOM #1 UP 12±S.F. 4'_62" ❑ L_ 162± S.F. 3'-6" P.A. & P.B. u 62 &2TT WALL CONSTRUCTION PER ; ' 5'-4" \ ��6 MANUFACTURER SPECIFICATIONS. i 4'-0" 42' TYPICAL 2848 60 \` i 8 i 2868 MAIN HALL �� 2868 `SSS OTHERWISE SPECIFIED) GARAGEry 1 �s� 90± S.F. gee 7'_4" 16-0' x 26'-0" CLOSET = 416± S.F. 15± S.F. UTILITY 2'-54" 25'-0" ___= SHELF ==-==_= ELEVATOR ?06O P.A. & P.B. CLOSET _ 3'-114 CLOSET CAB. ° CA . 21±S. F. _! 18± S.F. 2'-74' (4'±x5'±)T±-S-. F. INTERIOR 06 1 4'- �" LIN. SHELF ------ 15.6„ COUNT. SINK COU T. L 8' 23' S±S.F 2'_0„ 5,_ ...........I`... a SHELF 2868 i �� // 40'-0" KITCHENETTE ------ 2'-6" 3'-5^ ------- 1'-112 BATHROOM #2 CLEAR 6'-0" / 40± S.F. COAT CLOSET 91± S.F. w 8± S.F._-,.........._.................... ...... O 16'-8" SINK/VANITY ry�0 ° 10.101' � 4'-0" 10,W�ENTRY 7, 4" 4'_10x, roller / \ 8" j a' -o° P.A. & P.B.- 1.5' .B. 2868 , DRESSER iI 15'-24" 2848 GL 5,_2 6„ 6'-24' 19'_2a, 4 OVERHEAD DOOR 2-s 16-11 FAMILY ROOM 3„ 9070 336± S.F. 1._2„ i u 11'-84" ❑ 9'-0" 2848 u8 20'_424°" u rr Lu u T-4" =il O+*_ T-62" B 2846 2- CK POCKETS U 0� EDRO L) 184±S.F. OM #3 2848 rL u ¢� (TYPIJACAo n I u ITT N N N N 1 ST FLOOR DECK i f FIGURE 17 STRAPS 288± S.F. T-64" REQUIRED @ ALL OPENINGS - DRIVEWAY - 3'-6" 91.011 16'-0" LE I 01 12'_6" rL 3'-6" 6'4" 2'-11" rL rL 6'_0" 10'-02' (L 1- 8'-10" rL 36'-0" _d__ - - 4 1' 524 12'-6" 6a,' 8'-10" 2'-11" 6'-3" (L (L PROPOSED FIRST FLOOR PLAN SCALE: 1/4"=V-0" FIRST FLOOR EXTERIOR PERIMETER — 1,408 TOTAL S.F. B.F.E. FLOOD ZONE AE (ELEV. = 11.00') (N.G.V.D PER SITE PLAN BY BSC GROUP) .APPROXIMATE PROJECT NORTH T.D.I. TECHNICAL DESIGNS IMAGING Computer Aided Designs -------------------------------------------- Glenn A. Mitchell 775 MAIN STREET (Route 28), SUITE A2 WEST DENNIS, MA.02G70 Work: (508) 390-7506 Email: techmcaidesignslmagmg@gmail.com Web Page: http://Jraftma5ter001 .wix.com/-tdi -------------------------------------------- CERTIFIED DRAFTSMAN @) 075 43 YEARS EXPERIENCE - ALL WORK GUARANTEED - -------------------------------------------- DE51GN / DRAFTING EXPERIENCE: * ARCHITECTURAL IT STRUCTURAL " C= IT MECHANICAL IT Comments ------------- -------------------------------------------- u�IcraEl �s `�' z CUOILO Na 34774 •. g 4 � fir, li � 14t1A1j� 7/19/2021 STRUCT. ONLY REVISIONS No. DATE D5N. B DESCRIPTION JULY 9, 202 1 G.A.M. ENGINEERING REVIEW - JULY 19, 2021 1 G.A.M. CHANGES MADE PER ENGINEERS MARKED -UP DRAWING5 (RELEASED FOR CONSTRUCTION, ENGINEERS STAMPED APPROVAL) CLIENT: - JIM 13LOUMBA5 - RESIDENTIAL 194 PAWKANNAWKUT DRIVE S. YARMOUTH, MA 02GG4 SCALE: AS NOTED PROP05ED FI R5T FLOOR PLAN FLOOD ZONE INFORMATIOW ARCH ITECTU RAL BASE FLOOD ELEVATION ZONE AE SPECIAL FLOOD HAZARD AREA, WITHIN 100 YEAR FLOOD PLAIN DETAILED STUDY BY F,E,M.A. (B,F,E. DETERMINED BY F.E,M,A,) DRAWING NUMBER 2021 ARCHITECTURAL & STRUCTURAL DRAWING SET A-1 SHEET 2 of 14 2868 --- 2'-8" WIDE x 6'-8" TALL DOOR SIZE (REFERENCE) (OWNER TO COORDINATE WITH BUILDER PRIOR TO FRAMING FOR ALL DOOR SELECTIONS) q CL. --- CLOSET a a DN. --- DOWN S.F. --- SQUARE FEET 4 --- CENTERLINE q P.A. --- POST ABOVE a P.B. - POST BELOW 16'-0" (REFERENCE) 13'-0" G 4'-2" 2'-11" 52'-0" 9'_2" 36'-0" (REFERENCE) 6'_3' T_102' 5'_7" FIGURE 17 STRAPS REQUIRED @ ALL OPENINGS 1 S-2 5'x4' v v DECK N LANDINGco ----__—__ __ __------ - -- -- - __— --__ 2'-6" SHEAR WALL #1 11'-s4^ LANDING #1DRESSER 10'-324" %%s' PLYWOOD FOUNDATION TO 3'-6" o ° 2848 ROOF (40' LONG WALL 3 5t I M 4 CONCRETE: > 25± S.F.s.F. STOOP as @6° EDGE y" FIELD UP i BEDROOM #2 F]4'.0" ]4� 161± S.F. 4 0'x4'-0' 9'-10" z 5'_0" j 13'-10" o REAR HALL M / ❑10' 0.. i 63± S.F. CLOSET � 15'-9a" BEDROOM #1 UP 12±S.F. 4'_62" ❑ L_ 162± S.F. 3'-6" P.A. & P.B. u 62 &2TT WALL CONSTRUCTION PER ; ' 5'-4" \ ��6 MANUFACTURER SPECIFICATIONS. i 4'-0" 42' TYPICAL 2848 60 \` i 8 i 2868 MAIN HALL �� 2868 `SSS OTHERWISE SPECIFIED) GARAGEry 1 �s� 90± S.F. gee 7'_4" 16-0' x 26'-0" CLOSET = 416± S.F. 15± S.F. UTILITY 2'-54" 25'-0" ___= SHELF ==-==_= ELEVATOR ?06O P.A. & P.B. CLOSET _ 3'-114 CLOSET CAB. ° CA . 21±S. F. _! 18± S.F. 2'-74' (4'±x5'±)T±-S-. F. INTERIOR 06 1 4'- �" LIN. SHELF ------ 15.6„ COUNT. SINK COU T. L 8' 23' S±S.F 2'_0„ 5,_ ...........I`... a SHELF 2868 i �� // 40'-0" KITCHENETTE ------ 2'-6" 3'-5^ ------- 1'-112 BATHROOM #2 CLEAR 6'-0" / 40± S.F. COAT CLOSET 91± S.F. w 8± S.F._-,.........._.................... ...... O 16'-8" SINK/VANITY ry�0 ° 10.101' � 4'-0" 10,W�ENTRY 7, 4" 4'_10x, roller / \ 8" j a' -o° P.A. & P.B.- 1.5' .B. 2868 , DRESSER iI 15'-24" 2848 GL 5,_2 6„ 6'-24' 19'_2a, 4 OVERHEAD DOOR 2-s 16-11 FAMILY ROOM 3„ 9070 336± S.F. 1._2„ i u 11'-84" ❑ 9'-0" 2848 u8 20'_424°" u rr Lu u T-4" =il O+*_ T-62" B 2846 2- CK POCKETS U 0� EDRO L) 184±S.F. OM #3 2848 rL u ¢� (TYPIJACAo n I u ITT N N N N 1 ST FLOOR DECK i f FIGURE 17 STRAPS 288± S.F. T-64" REQUIRED @ ALL OPENINGS - DRIVEWAY - 3'-6" 91.011 16'-0" LE I 01 12'_6" rL 3'-6" 6'4" 2'-11" rL rL 6'_0" 10'-02' (L 1- 8'-10" rL 36'-0" _d__ - - 4 1' 524 12'-6" 6a,' 8'-10" 2'-11" 6'-3" (L (L PROPOSED FIRST FLOOR PLAN SCALE: 1/4"=V-0" FIRST FLOOR EXTERIOR PERIMETER — 1,408 TOTAL S.F. B.F.E. FLOOD ZONE AE (ELEV. = 11.00') (N.G.V.D PER SITE PLAN BY BSC GROUP) .APPROXIMATE PROJECT NORTH T.D.I. TECHNICAL DESIGNS IMAGING Computer Aided Designs -------------------------------------------- Glenn A. Mitchell 775 MAIN STREET (Route 28), SUITE A2 WEST DENNIS, MA.02G70 Work: (508) 390-7506 Email: techmcaidesignslmagmg@gmail.com Web Page: http://Jraftma5ter001 .wix.com/-tdi -------------------------------------------- CERTIFIED DRAFTSMAN @) 075 43 YEARS EXPERIENCE - ALL WORK GUARANTEED - -------------------------------------------- DE51GN / DRAFTING EXPERIENCE: * ARCHITECTURAL IT STRUCTURAL " C= IT MECHANICAL IT Comments ------------- -------------------------------------------- u�IcraEl �s `�' z CUOILO Na 34774 •. g 4 � fir, li � 14t1A1j� 7/19/2021 STRUCT. ONLY REVISIONS No. DATE D5N. B DESCRIPTION JULY 9, 202 1 G.A.M. ENGINEERING REVIEW - JULY 19, 2021 1 G.A.M. CHANGES MADE PER ENGINEERS MARKED -UP DRAWING5 (RELEASED FOR CONSTRUCTION, ENGINEERS STAMPED APPROVAL) CLIENT: - JIM 13LOUMBA5 - RESIDENTIAL 194 PAWKANNAWKUT DRIVE S. YARMOUTH, MA 02GG4 SCALE: AS NOTED PROP05ED FI R5T FLOOR PLAN FLOOD ZONE INFORMATIOW ARCH ITECTU RAL BASE FLOOD ELEVATION ZONE AE SPECIAL FLOOD HAZARD AREA, WITHIN 100 YEAR FLOOD PLAIN DETAILED STUDY BY F,E,M.A. (B,F,E. DETERMINED BY F.E,M,A,) DRAWING NUMBER 2021 ARCHITECTURAL & STRUCTURAL DRAWING SET A-1 SHEET 2 of 14 48'-0" Cs1 "S 26-0" 16'-0" (REFERENCE) rL 4'-2" 52'-0" 12'-1" 36 -4 - (REFERENCE) G CL 6-37'" I 7,_1042", 5'-7" J I T T SHELVES I LANDING #2 DRESSER 3, 6„ 3,_6..x7,_0,. s-2 2848 7'-4" 25± S.F. 15,_24„ LINEN CLOSET 41" w co 9'- 1, LAUNDRY' 3os8 N w ---- -------------- 72±S.F. 5._0.. ---T ---, ----- MASTER BEDROOM 13,_10,. DRY 3'-114,. 210± S.F. WASH 2'_92^ 10'-4" UP DN P.A. & P.B. 6i„ 6Z,. i z 3,_6., _ I i _:. III 2868 1 ... *WALL CONSTRUCTION PER MANUFACTURER SPECIFICATIONS, 0 2-6 / 3'-6" CLEAR `. 11' 2a' / 3,_8.. , i 2868 -'� 0 ` ............. .. y6° LAV. ..... 9p 3,' 67±S F. 171-011—,it m N ,' \ * / �s P.A. & P.B. Z71: `. N ici Q / 6 3 I o j5_1i„ TUB ELEVATOR = 16'-64" a :MASTER: e HALL 10'-52" Y 2'-6" 6 Z j 2'-4" // \\ �O 75±S. F. W LK IN ;I 0 BATH 2,_0., .1121 ± S.F. CL SEST , _ _ Z CAB. 4 ±S.F. ii 1468 w C4 I U FRIDGE [/13 / w � J f ifl F- 4'_24' O 5' 0" d 1'_0° RANGE 5'-42" illi �:5 o w -- 9, ii0'2._6.,3,_0„__ -___ \ LEAR IL— -- 12,_0„ 0 O 0 P:A. & P.B. j o o Z 4'x5' o ISLAND �19'-24" 15'_9ga rr i 6_116„ ii w i Q --- " ° KITCHEN / DINING 1 o - o ------------------------ 371±S.F. 13'-11-' O W t - LIVING I DINING m w L 011 T-34• FIGURE 17 STRAPS 220± S.F. 6._116„ til REQUIRED @ALL OPENINGS - _--_--__---___—._____------------------ ---- 3,_74„ rL T-74. 84" REF. -------------------------------------------- Glenn A. Mitchell a of w N W q NN Email: techmcaide51gn5imaging@gmad.com Web Page: http://draftma5ter00I .wtx.com/-till J n N 43 YEARS EXPERIENCE - w 2ND FLOOR DECK -� - * ARCHITECTURAL * STRUCTURAL - CIVIL ' MECHANICAL ' Comments -------------------------------------------- --------... .. --- ----------- MICHELE. -. {' cUDI0 v N0.34774 U STRUC iI'S r rl'' LEGEND: N 2848 --- 2'-8" WIDE x 4'-8" TALL WINDOW SIZE (REFERENCE) LEE 288± S.F. TO COORDINATE WITH BUILDER PRIOR TO FRAMING FOR WINDOW SELECTION) REVISIONS (OWNER w 2868 --- 2'-8" WIDE x 6'-8" TALL DOOR SIZE (REFERENCE) ] JULY 9, 202 I TO COORDINATE WITH BUILDER PRIOR TO FRAMING FOR ALL DOOR SELECTIONS) - ENGINEERING REVIEW - (OWNER 0 JULY 19, 2021 G.A.M. q CHANGES MADE PER ENGINEERS CL. --- CLOSET a a (RELEASED FOR CONSTRUCTION, DN. --- DOWN H S.F. --- til TECHNICAL DESIGNS IMAGING Computer Aided Designs -------------------------------------------- Glenn A. Mitchell a WE5T DENN15, MA.02G70 W q Email: techmcaide51gn5imaging@gmad.com Web Page: http://draftma5ter00I .wtx.com/-till 0 43 YEARS EXPERIENCE - w -------------------------------------------- DE51GN / DRAFTING EXPERIENCE: * ARCHITECTURAL * STRUCTURAL - CIVIL ' MECHANICAL ' Comments -------------------------------------------- --------... .. --- ----------- MICHELE. -. {' cUDI0 v N0.34774 U STRUC iI'S r rl'' LEGEND: N 2848 --- 2'-8" WIDE x 4'-8" TALL WINDOW SIZE (REFERENCE) ONLY TO COORDINATE WITH BUILDER PRIOR TO FRAMING FOR WINDOW SELECTION) REVISIONS (OWNER w 2868 --- 2'-8" WIDE x 6'-8" TALL DOOR SIZE (REFERENCE) ] JULY 9, 202 I TO COORDINATE WITH BUILDER PRIOR TO FRAMING FOR ALL DOOR SELECTIONS) - ENGINEERING REVIEW - (OWNER 0 JULY 19, 2021 G.A.M. q CHANGES MADE PER ENGINEERS CL. --- CLOSET a a (RELEASED FOR CONSTRUCTION, DN. --- DOWN H S.F. --- SQUARE FEET CL --- CENTERLINE A P.A. POST ABOVE m x n P.B. --- POST BELOW 16-0" 6 6,-3„ IV �fT -- rL 3 10._x,. 12,_6.. 6'-11" 2-2" 36,_0" ---- ---- ---- ---- ---- --- ---- ---- POSED SECOND FLOOR PLAN ---------------------------APP TE P RO (4*PROJECT NORTH SCALE: 1/4"=l'—O" FIRST FLOOR EXTERIOR PERIMETER — 1,408 TOTAL S.F. B.F.E. FLOOD ZONE AE (ELEV. = 11.00') (N.G.V.D PER SITE PLAN BY BSC GROUP) 5a„ 4 T CL T-0" 40'-0" 1 sa FLOOD ZONE INFORMATION, BASE FLOOD ELEVATION ZONE AE SPECIAL FLOOD HAZARD AREA, WITHIN 100 YEAR FLOOD PLAIN DETAILED STUDY BY F.E,M,A, (B.F.E, DETERMINED BY F.E.M.A,) "2021 ARCHITECTURAL & STRUCTURAL DRAWING SET TOOL TECHNICAL DESIGNS IMAGING Computer Aided Designs -------------------------------------------- Glenn A. Mitchell 775 MAIN STREET (Route 28), SUITE A2 WE5T DENN15, MA.02G70 Work: (508) 360-7506 Email: techmcaide51gn5imaging@gmad.com Web Page: http://draftma5ter00I .wtx.com/-till --------------------------------------- CERTIFIED DRAFTSMAN @ 1976 ' 43 YEARS EXPERIENCE - ALL WORK GUARANTEED - -------------------------------------------- DE51GN / DRAFTING EXPERIENCE: * ARCHITECTURAL * STRUCTURAL - CIVIL ' MECHANICAL ' Comments -------------------------------------------- --------... .. --- ----------- MICHELE. -. {' cUDI0 v N0.34774 U STRUC iI'S r rl'' 7/19/21 STRUCT ONLY REVISIONS DATE LN. B NO. DESCRIPTION JULY 9, 202 I G.A.M. - ENGINEERING REVIEW - JULY 19, 2021 G.A.M. CHANGES MADE PER ENGINEERS MARKED -UP DRAWINGS (RELEASED FOR CONSTRUCTION, ENGINEER'S STAMPED APPROVAL) CLIENT: - JIM DLOUMDA5 - RE5IDENTIAL 194 PAWKANNAWKUT DRIVE S. YARMOUTH, MA 02GG4 SCALE: AS NOTED PROPOSED SECOND FLOOR PLAN ARCHITECTURAL DRAWING NUMBER A-2 C',HFFT ' nF I d 4 PROPOSED ATTIC FLOOR PLAN SCALE: 1/4"=l'—O" FIRST FLOOR EXTERIOR PERIMETER — 1,408 TOTAL S.F. B.F.E. FLOOD ZONE AE (ELEV. = 11.00') (N.G.V.D PER SITE PLAN BY BSC GROUP) APPROXIMATE z)k PROJECT NORTH S-1 FLOOD ZONE INFORMATION:: A BASE FLOOD ELEVATION ZONE AE SPECIAL FLOOD HAZARD AREA, WITHIN 100 YEAR FLOOD PLAIN DETAILED STUDY BY F.E.M.A, (B,F.E. DETERMINED BY F,E.M.A,) 2021 ARCHITECTURAL & STRUCTURAL DRAWING SET " lamwN®Nforro.e Tobeie TECHNICAL DESIGNS IMAGING Computer Aided Designs -------------------------------------------- Glenn A. Mitchell 775 MAIN STREET (Route 28), SUITE A2 WEST DENNIS, MA.02G70 Work: (508) 3GO-7506 Email: technicalde5i6jn5ima6jmg@gmail.com Web Page: http:Pdraftma5ter00I .wix.com/-tdi -------------------------------------------- CERTIFIED DRAFTSMAN @ 1 378 ' 43 YEARS EXPERIENCE - ALL WORK GUARANTEED - -------------------------------------------- DE51GN / DRAFTING EXPERIENCE: • ARCHITECTURAL - STRUCTURAL - MIL - MECHAMCAL Comments -------------------------------------------- -------------------------------------------- REV15ION5 DATE 0 q No. DESCRIPTION JULY 9, 202 1 w - ENGINEERING REVIEW - - B CHANGES MADE PER ENGINEERS MARKED -UP DRAWINGS (RELEASED POR CONSTRUCTION, ENGINEERS STAMPED APPROVAL) LEGEND: 0 N 2848 --- 2'-8" WIDE x 4'-8" TALL WINDOW SIZE (REFERENCE) H (OWNER TO COORDINATE WITH BUILDER PRIOR TO FRAMING FOR WINDOW SELECTION) CLIENT: - JIM BLOUMBAS - RESIDENTIAL 194 PAWKANNAWKUT DRIVE 5. YARMOUTH, MA 02GG4 z SCALE: AS NOTED PROPOSED ATTIC FLOOR PLAN WW ARCHITECTURAL 2868 --- 2'-8" WIDE x 6'-8" TALL DOOR SIZE (REFERENCE) U(OWNER TO COORDINATE WITH BUILDER PRIOR TO FRAMING FOR ALL DOOR SELECTIONS) 0 �? CL. --- CLOSET a DN. --- DOWN S.F. --- SQUARE FEET (L --- CENTERLINE P.A. --- POST ABOVE P.B. - POST BELOW PROPOSED ATTIC FLOOR PLAN SCALE: 1/4"=l'—O" FIRST FLOOR EXTERIOR PERIMETER — 1,408 TOTAL S.F. B.F.E. FLOOD ZONE AE (ELEV. = 11.00') (N.G.V.D PER SITE PLAN BY BSC GROUP) APPROXIMATE z)k PROJECT NORTH S-1 FLOOD ZONE INFORMATION:: A BASE FLOOD ELEVATION ZONE AE SPECIAL FLOOD HAZARD AREA, WITHIN 100 YEAR FLOOD PLAIN DETAILED STUDY BY F.E.M.A, (B,F.E. DETERMINED BY F,E.M.A,) 2021 ARCHITECTURAL & STRUCTURAL DRAWING SET " lamwN®Nforro.e Tobeie TECHNICAL DESIGNS IMAGING Computer Aided Designs -------------------------------------------- Glenn A. Mitchell 775 MAIN STREET (Route 28), SUITE A2 WEST DENNIS, MA.02G70 Work: (508) 3GO-7506 Email: technicalde5i6jn5ima6jmg@gmail.com Web Page: http:Pdraftma5ter00I .wix.com/-tdi -------------------------------------------- CERTIFIED DRAFTSMAN @ 1 378 ' 43 YEARS EXPERIENCE - ALL WORK GUARANTEED - -------------------------------------------- DE51GN / DRAFTING EXPERIENCE: • ARCHITECTURAL - STRUCTURAL - MIL - MECHAMCAL Comments -------------------------------------------- -------------------------------------------- REV15ION5 DATE IDSN. B No. DESCRIPTION JULY 9, 202 1 G.A.M. - ENGINEERING REVIEW - JULY 19, 2021 1 G.A.M. CHANGES MADE PER ENGINEERS MARKED -UP DRAWINGS (RELEASED POR CONSTRUCTION, ENGINEERS STAMPED APPROVAL) CLIENT: - JIM BLOUMBAS - RESIDENTIAL 194 PAWKANNAWKUT DRIVE 5. YARMOUTH, MA 02GG4 SCALE: AS NOTED PROPOSED ATTIC FLOOR PLAN ARCHITECTURAL DRAWING NUMBER A-3 SHEET 4 Of 14 34'-3"+ ti TOP OF HOUSE RIDGE ELEV. = 44.25' 15'-1"t TOP OF GARAGE RIDGE ELEV. = 29.17' 12'-2" BOTTOM OF HEADER ELEV. =17.00' (2- GARAGE DOORS) NMI B.F.E. FLOOD ZONE AE (ELEV. =11.00') 16" x 8" SMART -VENT, IN H'OU'SE GARAGE (3 TOTAL) FINISH GRADE _ ELEV. =10.00' 4'-0" 1��\��/�`'" 1'-0" BOTTOM OF FOOTING ELEV. = 06.00' 1 Yz' x11'/" 1.5E TIMBERSTRAND LSL @16" O.C. OR 2x12 HEMFIR No. 2 OR SPF No. 2 @16" O.C. H2.5A HURRICANE CLIPS @ EVERY RAFTER (TYPICAL) H2.5A HURRICANE CLIPS @- EVERY RAFTER (TYPICAL) 7090 GARAGE DOOR 4'-D" 9 T FINISH JI IJI_ IJI FLOOOO R TO FINISH FLOOR 2848 (L 2x12 RIDGE PLATE 2x6 COLLAR TIES @16" O.C. (TYPICAL) ROOF CONSTRUCTION 2 x 10 RAFTERS @ 16" O.C. W/ 1/2" CDX PLYWOOD SHEATHING ICE + WATER SHIELD 1ST 36" 15# FELT PAPER 30 YR. ARCHITECTURAL ROOF SHINGLES (TYPICAL) TOP OF HOUSE RIDGE ELEV. = 44.25' 12 -- zz� 4 -' 11j' REF. HURRICANE CLIPS @ 16" EVERY RAFTER (TYPICAL) 8" FACIA (TYPICAL) 13 51 SUB -FLOOR �- OBJ 4'-D" TO BOTTOM 6'-8" IIIILIIIII 8-� 2 LEDGER LOK PED STUD W! OF CEILING WINDOW CLEARANCE T-4#' 2" WOOD EDGE DISTANCE JOISTS & DOOR 0 12 (TYPICAL) (TYPICAL) HEADERS n D8 II HURRICANE CLIPS @ EVERY RAFTER (TYPICAL) F_-------, 71 718" 60s 2.0 BCPs @16" O.C. (TYPICAL) 8" FACIA (TYPICAL) I_26 ------J III 24 2x6 BEARING WALL (TYPICAL) BLOCKING UNDER WALLS _za a ABOVE (TYPICAL) O O 22____-- 21 (STEP) 6,_8„ __ 20 LANDING WINDOW 19 & DOOR 8'-0" TYPICAL EXTERIOR WALL 18 HEADERS CLEARANCE SIDING AS SPECIFIED 0 17 TYPAR HOUSE WRAP 2848 2848 1/2" CDX PLYWOOD 16 2x6@16"O.C. s R-21 BATT INSUL. a (sTEPI (TYPICAL) 2x6 BEARING WALL (TYPICAL) — 9'_28„ FINISH FLQOR TO FINISH FLOOR2848 2848 1 llmllll 60s 2.0 - I'-41 HOUSEIN • ■ •TOTAL) ------------ I 1 10" WIDE CONTINUOUS CONCRETE WALL F_ ill _T-„--------------- 2,-6 x12 CONTINUOUS CONCRETE FOOTING =119 12"0 CONCRETE SONOTUBE FOOTING - S-6" x3'-6" x12" SQUARE CONCRETE FOOTING — 2x4 CONTINUOUS KEY (TYPICAL) 4- #5 DOWELS J SECTION 1 /S-1 SCALE: 1/4"=l'—O" (N.G.V.D PER SITE PLAN BY BSC GROUP) M 11 7/8" 60s 2.0 BCI's @16" O.C. (TYPICAL) 6_8„ 8,_0„ WINDOWCLEARANCE & DOOR A HEADERS —i : • 2" THICK CONCRETE SLAB PITCHED TO DRAIN ... . '..' . ..... 1 GL 3" CLEAR ALL FLOOR CONSTRUCTION 3/4" T&G SUBFLOOR GLUED & NAILED 117/8" 60s 2.0 BCI's FLOOR JOISTS PER SUPPLIERS SPECS/ DWGS. 2x6 P.T. FOUNDATION PLATE BOTTOMBOTTOM OFHEADER ELEV. = 38.04' (ATTIC DOOR & WINDOW HEADERS) 6'-8" TOP OF SUB -FLOOR - 3RD FLOOR ATTIC ELEV. = 31.37' BOTTOM OF HEADER ELEV. = 28.82' (2ND FLOOR DOOR & WINDOW HEADERS) 6'-8" TOP OF SUB -FLOOR - 2ND FLOOR ELEV. = 22.16' 2,_6S, BOTTOM OF HEADER ELEV. =19.58' (1ST FLOOR DOOR & WINDOW HEADERS) 6'-8" TOP OF SUB -FLOOR -1ST FLOOR ELEV. =12.92' TOP OF FOU1, �„ NDATION WALL ELEV. =11.75' FINISHGRADE ELEV. =10.00' 5,_Q„ — 10" WIDE CONTINUOUS CONCRETE WALL — 2'-6" x12" CONTINUOUS CONCRETE FOOTING BOTTOM OF BOTTOM OF FOOTING /-6 1'-0" ELEV. = 06.00' —10 MILL VAPOR BARRIER ON COMPACTED FILL UNDER 2" THICK CONCRETE PITCHED SLAB) — S.O.G. W/4- 2'x2' TRENCHES W/ CRUSHED STONE (SEE SHEET S-3 FOR LOCATIONS) (TYPICAL) 34'-3"+ FLOOD ZONE INFORMATION, BASE FLOOD ELEVATION ZONE AE SPECIAL FLOOD HAZARD AREA, WITHIN 100 YEAR FLOOD PLAIN DETAILED STUDY BY F.E.M.A. (B.F.E, DETERMINED BY F,E,M.A.) 2021 ARCHITECTURAL & STRUCTURAL DRAWING SET " ®MwN1Naffyrf1 Toble TECHNICAL DESIGNS IMAGING Computer Aided Designs -------------------------------------------- 6lenn A. Mitchell 775 MAIN STREET (Route 28), SUITE A2 WEST DENNIS, MA.02G70 Work: (508) 3GO-75OG Email: techmcalde5ign5imaging@gmad.com Web Page: http://draftma5terOO I .wix.com/-tdi ------------------------------------------- CERTIFIED DRAFTSMAN @ 1078 ' 43 YEARS EXPERIENCE - ALL WORK GUARANTEED - -------------------------------------------- DESIGN / DRAFTING EXPERIENCE: ' ARCHITECTURAL • STRUCTURAL' CLM • MECHANICAL Comments -------------------------------------------- -------------------------------------------- 4r GF rAq o= MICHELE � CUDILO No.34774 i a STRUCTUF„ L' I c ��r 7/19/21 STRUCT. REVISIONS DATE ID5N. B No. DESCRIPTION JULY 9, 202 ENGINEERING REVIEW - JULY 19, 2021 1 G.A.M. CNANGE5 MADE PER ENGINEERS I MARKED -UP DRAWINGS (RELEASED FOR CONSTRUCTION, ENGINEER'S STAMPED APPROVAL) CLI ENT: - JIM BLOUMBA5 - RESIDENTIAL 194 PAWKANNAWKUT DKIVE S. YARMOUTH, MA 02GG4 SCALE: AS NOTED PROP05ED HOUSE FRAMING SECTION STRUCTURAL DRAWING NUMBER S-1