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HomeMy WebLinkAboutBLD-18-67608'-8 1/4" Rafter - 2x12 @ 16"oc - H2.5A Clips - R-49 i Ceiling - 2x10 @ 16"oc - Strapping +GWB HillY 04 Floor- FF+UL+2x10+Strp+ GWB ? 11'-6 1/2" - 10'-8 1/2" Ceiling Beam - (3)1-3/4" x 9-1/4" LVL yy - N�- 6x10 Ceiling Beam (UNDER) - Decorative & Structural (in He er) r 11 1/ " Custom Cubbies w.1-1/2" Stock, Stained 2 0 ^ I > O Floor -2x10 @ 16"oc, Wide t Plank Flooring + UL - R-30 GIRT - (4) 2x10 2x6 PT Mudsill y Custom Cubbies w.1-1/2" Stock, Stained F [ft—wr °' ��y, � ��� � E r 11 1/ " V1 -R r - 2x12 @ 16"oc H2.5A Clips - R-49 -Ceiling Framing - 2x10 @ 16"oc - R-30 Floor Framing - 2x10 @ 16"oc - R-30 6x8 Ceiling Beam Sliding Barn Door t f Mudsill Floor Framing - 2x10 @ 16"oc - R-30 X� '-10 Frost Wall Foundation w. 5/8'x 10" bolts @ 36"oc w.1/4" x 3" x 3" Plate Washers cation Footing - 8x16 a Section 6 SCALE: 1/4" = 1'-011 ank - BARN - 01.29.2019.pin PITCH -8/ 2 0 ^ I > O Floor -2x10 @ 16"oc, Wide _ Plank Flooring + UL - R-30 GIRT - (4) 2x10 2x6 PT Mudsill y -- i8" x T-10"- Frost Wail Foundation w. 5/8"x 10" bolts @ 36"oc w. 1/4" x 3" x3" Plate Washers ��y, � ��� � Foundation Footing - 8x16 Dust Slab - 2" Poured Concrete Section 3 SCALE: 1/4" = 1'-0" V1 -R r - 2x12 @ 16"oc H2.5A Clips - R-49 -Ceiling Framing - 2x10 @ 16"oc - R-30 Floor Framing - 2x10 @ 16"oc - R-30 6x8 Ceiling Beam Sliding Barn Door t f Mudsill Floor Framing - 2x10 @ 16"oc - R-30 X� '-10 Frost Wall Foundation w. 5/8'x 10" bolts @ 36"oc w.1/4" x 3" x 3" Plate Washers cation Footing - 8x16 a Section 6 SCALE: 1/4" = 1'-011 ank - BARN - 01.29.2019.pin PITCH -8/ °i Floor - FF+UL+2x10+Strp+GWB i Ridge -16" LVL �t I �i 2x10 @ 16"oc - Strapping + GWB a N O � y'0 F II = io 6x10 Ceiling Beam (UNDER) - Decorative & Structural (in Ha^ger) 6x8 Ceiling Bea 6x8 Ceiling Beam = Door Track Cover �I r i Wooden Ramp Floor - 2x10 @ 16"oc, Wide Plank Flooring + UL - R 30 GIRT - (4) 2x10 Rim Joist - 2x1 2x6 PT Mudsill 3-1/2" Lally Column may; / < 8"x T-10" - Frost Wall Foundation w, 5/8'x 10" bolts @ 36"oc w.1/4" x 3" x 3" Plate Washers / ��� Foundation Footing - 8x16 -Dust Slab - 2" Poured Concrete � �,'­�;, Footing -12" x 30" x 30" 24' Section 2 SCALE: 1/4" = 1'-0" Ridge -16" LVL Rafter - 2x12 @ 16"oc - H2.5A Clips - R'4'9 II II Rafter Tie - 2x4 16"oc ing Framing -2x10 @ 16"oc- R-30 Ceilin Framing2x10 16" H II II II II II - @° pc ( man g I I I 6x10 Ceiling Beam (UNDER) - Decorative & Structural (in Hanger) Floor Framing - 2x10 @ 16'oc R 30 _ I 6x6 Support Post 6x8 Ceiling Beam 6x8 Ceiling Bea 6x10 Ceiling Beam (UNDER) - Decorative & Structural (in Hanger _ Header - (3)12" LVL + (2) Top Plates y Dryer Washer Cellar _-- — -- — -- -- 2x6 PT Mudsill __Access - 3-112" Lally Column GIRT - (4) 2x10; Plate Washers 8" x T-10"- Frost Wall Foundation w. 5/8'x 10" bolts @ 36" c w. o114" x 3" x 3" a Foundation Footing - 8x16 Footing -12" x 30" x 30" Dust Slab - 2" Poured Concrete Section 5 SCALE: 1/4" = 1'-0., PITCH -8112 Section 1 SCALE: 1/4" = 1'-0" Ceiling - 2x10 @ 16"oc - Strapping +GWB .11'-6 1/2" 10'-8 1/2" 11 1/2" y, I Md 1001 j I I o >I 6x10 Ceiling Beam (UNDER) -Decorative & Structural (in Hanger) l 6x8 Ceiling Bea 6x6 Support Post Wood Treads & Risers i � Mahogany Top Folding Table a r Soapstone Sink on Legs" wder oo r� 4 Washer /Dryer Platf Floor - 2x10 @ 16"oc, Wide Plank Flooring +UL - R-30 4M PT Mudsill GIRT - (4) 2x10 3 112" Lally Column 8" x 3'-10" - Frost Wall Foundation w.5/8"x 10" bolts @ 36"oc w. 3" x 3" Plate Washers Foundation Footing 8x16 Dust Slab - 2" Poured Concrete a Section 4 SCALE: 114" = 1'-0" 0 ^ I > O I `- °i Floor - FF+UL+2x10+Strp+GWB i Ridge -16" LVL �t I �i 2x10 @ 16"oc - Strapping + GWB a N O � y'0 F II = io 6x10 Ceiling Beam (UNDER) - Decorative & Structural (in Ha^ger) 6x8 Ceiling Bea 6x8 Ceiling Beam = Door Track Cover �I r i Wooden Ramp Floor - 2x10 @ 16"oc, Wide Plank Flooring + UL - R 30 GIRT - (4) 2x10 Rim Joist - 2x1 2x6 PT Mudsill 3-1/2" Lally Column may; / < 8"x T-10" - Frost Wall Foundation w, 5/8'x 10" bolts @ 36"oc w.1/4" x 3" x 3" Plate Washers / ��� Foundation Footing - 8x16 -Dust Slab - 2" Poured Concrete � �,'­�;, Footing -12" x 30" x 30" 24' Section 2 SCALE: 1/4" = 1'-0" Ridge -16" LVL Rafter - 2x12 @ 16"oc - H2.5A Clips - R'4'9 II II Rafter Tie - 2x4 16"oc ing Framing -2x10 @ 16"oc- R-30 Ceilin Framing2x10 16" H II II II II II - @° pc ( man g I I I 6x10 Ceiling Beam (UNDER) - Decorative & Structural (in Hanger) Floor Framing - 2x10 @ 16'oc R 30 _ I 6x6 Support Post 6x8 Ceiling Beam 6x8 Ceiling Bea 6x10 Ceiling Beam (UNDER) - Decorative & Structural (in Hanger _ Header - (3)12" LVL + (2) Top Plates y Dryer Washer Cellar _-- — -- — -- -- 2x6 PT Mudsill __Access - 3-112" Lally Column GIRT - (4) 2x10; Plate Washers 8" x T-10"- Frost Wall Foundation w. 5/8'x 10" bolts @ 36" c w. o114" x 3" x 3" a Foundation Footing - 8x16 Footing -12" x 30" x 30" Dust Slab - 2" Poured Concrete Section 5 SCALE: 1/4" = 1'-0., PITCH -8112 Section 1 SCALE: 1/4" = 1'-0" Ceiling - 2x10 @ 16"oc - Strapping +GWB .11'-6 1/2" 10'-8 1/2" 11 1/2" y, I Md 1001 j I I o >I 6x10 Ceiling Beam (UNDER) -Decorative & Structural (in Hanger) l 6x8 Ceiling Bea 6x6 Support Post Wood Treads & Risers i � Mahogany Top Folding Table a r Soapstone Sink on Legs" wder oo r� 4 Washer /Dryer Platf Floor - 2x10 @ 16"oc, Wide Plank Flooring +UL - R-30 4M PT Mudsill GIRT - (4) 2x10 3 112" Lally Column 8" x 3'-10" - Frost Wall Foundation w.5/8"x 10" bolts @ 36"oc w. 3" x 3" Plate Washers Foundation Footing 8x16 Dust Slab - 2" Poured Concrete a Section 4 SCALE: 114" = 1'-0" First Floor Frame SCALE: 1/4" = 1'-0" n " M Q M QT Framing -Roof LLOYD, Lida &Frank -BARN - 01.29.2019.p1n SCALE:1/4" = 1'-0" 5 1/2" 3 1/2" 2• 4 LF - G a ' CLOSET c CC x 6 � A-3 Q J �i co N 5 A-3 -i o\ Show( w Gla; Enclose 4' - 4 A-3 co 3 1/2" M Q M — — _ — Foundation Footing - 8x16 --————————————— — — ---------� r— o I ---------------- 2x6PTMudsill � I I I-----------�---------- I I Foundation Footing - 8x16 I I I I I 8" x 3'-10" - Frost Wall Foundation w. 5/8" x 10" bolts @ 36"oc w.1/4' x 3'x 3" Plate Washers I I I d II I I Dust Slab - 2' Poured Concrete I I I I I I N 6 I I I I I I I 1 a� II I 4'-3/4" 7'-9" 8'-5" 118'-5 1/4" � I 14 i 3-1/2" Lally Column I �. Beam Pocket Beam Pocket Craw! GIRT (4) 2x10 Space g - Footing 12" x 30" x 30" A-3 I I 1I i ACCOSS j I 3 1/2" 5 1/2" 2' co M V- CLOSET tiLO N �' Ch i A-3 rn v ICO !N '-91/2" 79 JNK _ )OM A-3 iii 1D N N i w I' ■ II II 4 A-3 r Rim Joist - 2x10 v - N _Ci 00 to t A-3 y <- . Q � N n HL 5 A-3 A-3 'v co 19 BO M F Foundation SCALE:1/4" = 1'-0" 5 1/2" 6'-8" IIHeader - (3)12" LVL+(2) Top Plat II II 6x8 Ceiling Be .m 6x8 Ceiling Beam Floor ll rammgl 2x 10 1"oc - R -30l@ s II I 6x8 L L 6x8 Ceiiing Beam L I L r } Y I Lr F jj I L tV Q 6 A-3 Q N 5 N II II II� II I{ � A-3 (h - Header (3)12" LVL + 2) Top Plates `= L I I L F } L 14 6x8 Ceiling Beam 6x8 Ceiling Bea r A-3 II II I } � ----H---ti- - -, Header - llder- l)12"LVL +(2)II opPI IIeS L r M M M F Second Floor Frame SCALE: 1/4" = 1'-0" Patio M M Q 30' —8'-91/2" 11'-2" 2'-6 1 /2" T-6" g - g _2 9 Faux 6x6 Support Pos DINING Custom Cubbies NI Ld w.1-112" S I Stock, Wood Treads & Risers Stained 6 A-3 Floor - 2x10 16"oc, Wide Plank Flooring +UL - R-30 KITCHENETTE Open Shelvin Q J 6x Ceiling Beam (UNDER) Decorative & Structural (in Hanger) Trash Drawers I' n Cl) �` _ 6x6 Support Post -- — 6x6 Support Post POWDER ROOM 01 o� A 3 i �° N 04 Fjrst 02 RECREATION 7 D w I ROOM � I I Crawl Space Access � ------------------ 2668 03 6x8 Ceiling Beam Custom N Cubbies LAUNDRY AREA w.1-112' IStock, Mahogany Top Folding Table Soapstone Sink on Legs Stained FD Boat Trailer Clearance - 4 4'-10 3/4" A 3 I 1'-2" Hampers Under 0 Faux 6x6 Support Post X639_2,63 -�06 —2644' —2627 — 2627 Windows in Sliding door align w. top of Laundry Room Windows 12'-6" 9'-8" / WOODEN RAMP Q M M F First Floor SCALE: 1/4" = 1'-0" Boat Barn for Lida & Frank Lloyd 222 Pleasant Street, South Yarmouth, MA =-=, - =- = CONSULTANTS Davenport Building Company Mike Williams #Notes REVISIONS: DATE DESCRIPTION 1/30/19 Permit Plans _ SYSTEM PROFILE 2. MUNICIPAL WATER IS EXISTING A'^G SUMMARY �/ ZONINSUMMAR T SYSTEM DESIGN: lJ ^ (NOT TO SCALE) L 4. DESIGN LOADING FOR .ALL PROPOSED PRECAST 00 e°5 tia (GARBAGE DISPOSER IS NOT ALLOWED ) S P O PROVIDE MIN. 20" DIAM. WATERTIGHT MIN. LOT SIZE 40,000 S.F. 5. PIPE JOINTS TO BE MADE WATERTIGHT. MIN. LOT FRONTAGE 150' DESIGN FLOW: 6— BEDROOMS 110 GPD = 660 GPD ( ) MIN. FRONT SETBACK 30 ACCESS COVERS TO WITHIN 6" OF FIN. GRADE MIN. SIDE SETBACK 20' _ _ STRUCTURE 310 CMR 15.000 (TITLE 5.) USE A 660 GPD DESIGN FLOW TOP FOUND. EL. 13.0' NOT TO BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. SEPTIC TANK: 660 2 = 1320 GPD � SLAB EL 12.5• . , CONCEALED WITHOUT INSPECTION BY BOARD OF BASS RIVER PROPERTY LLC HEALTH AND PERMISSION OBTAINED FROM BOARD f 2. OF HEALTH. 59 HILLTOP ROAD _ CHESTNUT HILL MA 02467 —) MINIMUM .75' of COVER OVER PRECAST USE EXISTING 1500 GALLON SEPTIC TANK FOR MAIN HOUSE _. PRECAST H—'I+ NOTE: 2" MIN. WALL THICKNESS REQUIRED AS WELL A XISTI S E NG 1000 GAL. ST ) RISERS TrP: 2'ss { � 4"0SCH40 PVC USE A 1500 GALLON SEPTIC TANK FOR PROPOSED BEDROOM IN GARAGI .: 6" MIN. Su►�P PIPES LEVEL 1ST 2' 12" MIN. INT. DIM. *9.8' 9.45' 10" 1500 GAL H-20 14" TEE SEPTIC TANK TEELEACHING: _, _ 9.20'°°°Q0e°°oo°°C GAS BAFFLE ::` O O�°�O^°^O O '�°°°°°°°�°°' USE EXISTING 6 BEDROOM LEACHING INSTALLED 7-11-2007 _ .. 4 LIQ. LEVEL (ACME OR EQUAL) ,.. O J 0 ::...:.,.•:....-;• :. 0 0 ,o 0 0• o �o� O 0;0;0;0;0;0;0;G;0;0; 0 0 0 0 0 0 0 * INSTALLER SHALL *THEI -� H0 O o� 0 0 0 VER FY T LOCATIONS F HE LOC ALL - • 0 0 -00000 0 0 0 0 0 0 0 0 0 0 0 -- O O O O O O O O O �°°°O°°�°�������0„o,o°O°°• UTILITIESANDALL BUILDING. SEWER .OUTLETS AND ELEVATIONS - 6" CRUSHED STONE OR MECHANICAL PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM COMPACTION. .(15.221 [21) 2.5 ( q SLOPE) ( i % SLOPE) EXISTING GARAGE FOUNDATION— EXISTING 11 SEPTIC TANK 44 D' BOX EXIST. LEACHING FACILITY NOTES 1. DATUM IS NAVD 88 2. MUNICIPAL WATER IS EXISTING A'^G SUMMARY �/ ZONINSUMMAR T 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. lJ ^ - ZONING DISTRICT: RS IAL DISTRICT 40 RESIDENTIAL 4. DESIGN LOADING FOR .ALL PROPOSED PRECAST 00 e°5 tia UNITS TO BE AASHO H -2.Q S P O MIN. LOT SIZE 40,000 S.F. 5. PIPE JOINTS TO BE MADE WATERTIGHT. MIN. LOT FRONTAGE 150' 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE MIN. FRONT SETBACK 30 WITH MIN. SIDE SETBACK 20' _ _ STRUCTURE 310 CMR 15.000 (TITLE 5.) MIN. REAR SETBACK 20' 7. THISMAX. PLAN IS FOR PROPOSED WORK ONLY AND BUILDING COVERAGE 25% 4.0% EXISTING) ( G) NOT TO BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. OWNER OF REWORD 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF BASS RIVER PROPERTY LLC HEALTH AND PERMISSION OBTAINED FROM BOARD C/O FRANCIS V LLOYD III OF HEALTH. 59 HILLTOP ROAD 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CHESTNUT HILL MA 02467 CALLING DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION OF ALL UNDERGROUND & (� c OVERHEAD UTILITIES PRIOR TO COMMENCEMENT F LOCUS MAP .WORK. E � REFERENCES - SCALE 1"=2000'± ,,=2000,t 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED BENEATH AND 5' AROUND THE D684142 ASSESSORS MAP 43 PARCEL 24 PROPOSED LEACHING FACILITY. LCP 17112A&B LOCUS IS WITHIN FEMA FLOOD ZONE X (0.2 CPT ANNUAL CHANCE FLOOD HAZARD) AND ZONE VE (EL. 13) AS SHOWN ON COMMUNITY PANEL #25001CO587J DATED 7/16/2014 ,j N P I is N �wxo;i OF 22/- PLEASANIT STREET SOUTHYA.ROtTPL PREPARED FOR DAVENF--"0tv--1`T BU1Lr1-".')11"m'G0 N " DATE: MAY 14, 2018 REV.: AUGUST 30, 2018 REV.: OCTOBER 11, 2018 Scole:1"= 20' R��r,nnAn 0 10 20 30 40 50 FEET A V7 �, �u,t>� ;;�� y y off 508-362-4541 "1 NJ. J0 1DANIELA. fax 508-362-9$80 do C,P ' c OJAL? I i downcope.com l FESS\0 � 'k. CI\!IL N'R 4.46 _ 7 C4C'4g/Jif'@JJ/1; Jir4G. ((9--11-tom \ civil engineers �� °^!� land surveyors DATE DANIEL A. OJALA, P. E., P.L.S. 939 Main Street ( Rte 5A) YARMOU THPOR T MA 02575 lJ ^ 00 e°5 tia ,ornin S P O ow • c � L a o c occas -n c � - CL a ----` Nantucket Il So nd CALLING DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION OF ALL UNDERGROUND & (� c OVERHEAD UTILITIES PRIOR TO COMMENCEMENT F LOCUS MAP .WORK. E � REFERENCES - SCALE 1"=2000'± ,,=2000,t 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED BENEATH AND 5' AROUND THE D684142 ASSESSORS MAP 43 PARCEL 24 PROPOSED LEACHING FACILITY. LCP 17112A&B LOCUS IS WITHIN FEMA FLOOD ZONE X (0.2 CPT ANNUAL CHANCE FLOOD HAZARD) AND ZONE VE (EL. 13) AS SHOWN ON COMMUNITY PANEL #25001CO587J DATED 7/16/2014 ,j N P I is N �wxo;i OF 22/- PLEASANIT STREET SOUTHYA.ROtTPL PREPARED FOR DAVENF--"0tv--1`T BU1Lr1-".')11"m'G0 N " DATE: MAY 14, 2018 REV.: AUGUST 30, 2018 REV.: OCTOBER 11, 2018 Scole:1"= 20' R��r,nnAn 0 10 20 30 40 50 FEET A V7 �, �u,t>� ;;�� y y off 508-362-4541 "1 NJ. J0 1DANIELA. fax 508-362-9$80 do C,P ' c OJAL? I i downcope.com l FESS\0 � 'k. CI\!IL N'R 4.46 _ 7 C4C'4g/Jif'@JJ/1; Jir4G. ((9--11-tom \ civil engineers �� °^!� land surveyors DATE DANIEL A. OJALA, P. E., P.L.S. 939 Main Street ( Rte 5A) YARMOU THPOR T MA 02575