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BP-80765Signature: Date'. Board of Health: g Conservation Commission: Signature: D D.P.W.: Signature: Date: �QoI'S i ,fir' 'bei� Date: Fire Chief: Signature: Other: Signature: Date: Brief description of work Dieing performed: 1.1 Property Address: Contact Person: Phone Number: 14St d4c ?�ZZ� 1.4 Water Supply (MGL c40 s54): 1.5 Sewage Disposal System: ❑ Municipal ❑ Municipal gel5rivate Well 916n Site Disposal System CONSTRUCTION PLANS 1.2 Assessors Map & Lot Number: Map Lot _ 1.3 Historical District ❑ Yes ❑ No Year Built ❑ Altering more than 25% per side of building Has application been submitted to the Historic Commission? ❑ Yes ❑ No Date: Revised 5113 El SITE PLAN ❑ ENERGY REPORT r" • T7' r ixture ne aJunction Box ® Light Switch �1II� Pool Light - large niche �UL Spa Light - small niche Glo-Brite BBermuda Skimmer 4 Wall Return ('p1-► Polaris Stub VC-1 50 Floor Return 50' (finish) 50'-1" (gunite) 6' 6" DEEP 3" DEEP ------ r ------- WATERLINE ------------------- 12" TREADS -------_�-_- 8 1/4" RISERS - 10" WALLS ;n J i i C0 -n O X POOL SECTION 1'-01" BEAM SEE STRUCTURAL PAGE F )R TANNING LEDGE DETAIL 1. 50'-1" (gunite) 1 1'-02 BEAM 50'-0" (finish) 1t -02 BEAM 12' 12' nice I o10 te —+ 0 .j0 3 c HYDRO SP-2 N SP-2 " rnv CENTERLINE — _ - - - -_—-— - — - — -— — -—-—- — - — - —- 8-6 21 41 SDX MAIN I " 6'— J DRAINS - I 6 SLOPE 3 DEEP DEEP U I l U 1 i —I w 2 12: SP-2 16' _T. 14' IN 421 ZI Of F-- Z W VI Pool Plan GRAPHIC SCALE: 0 2' 4' 8' 16' 32' — CENTERLINE— %D 00 WATER LEVEL 5 CONTROL SP-2 SENSOR Pool Equipment Located within 25' of pool NOTE: To ensure compliance with National Electrical Code no decking or landscaping can occur around the pool until the area has been bonded and inspected. Please call South Shore Gunite scheduling department with any questions regarding readiness for paver and/or deck installation, prior to start of work Scheduling Department: 800.649.8080 DIRECTIONS: FROM TREBLE COVE ROAD @ RTE 3: TURN ONTO RTE 3 NORTH GO 2.8 MILES KEEPING RIGHT TAKE EXIT 30C FOR 495 SOUTH GO 70.3 MILES TAKE EXIT 7B FOR MA-24 SOUTH GO 6 MILES TAKE EXIT 20A FOR MA-140 SOUTH GO 19.4 MILES GOING TURN RIGHT ONTO EXETER STREET GO 0.6 MILES TURN LEFT ONTO SLOCUM ROAD GO 2.3 MILES TURN LEFT ONTO ELM STREET GO 1.3 MILES TURN RIGHT ONTO GULF ROAD GO 0.4 MILES (OVER BRIDGE) TURN LEFT ONTO SMITH NECK ROAD GO 3.6 MILES TURN RIGHT ONTO MISHAUM POINT ROAD GO 1.3 MILES PROPERTY IS ON THE RIGHT *148 MAP: Not To Scale EXIT 30C '103 cn co e r, �9 S EXIT 7 B �V 2 �Q to EXIT 20A 3 o� N UN Exeter ST w c (0.6 mi) 3.3 o (13 mi �0 S w� 3� �: a #148 Mishaum Aar Point Road_ GENERAL NOTES TO OWNER, OWNER'S REPRESENTATIVES AND ANY OTHER CONTRACTORS ON SITE: ' JOB # 'HOMEOWNER 1. OWNER TO PROVIDE APPROVED ELEVATION ON DAY OF EXCAVATION 5. AFTER GUNITE WET DOWN SHELL AT LEAST TWICE DAILY FOR 7 DAYS. 9. POOL AREA TO BE FENCED BY OWNER PER COUNTY, CITY, OR STATE ORDINANCES. PRINT DATE 5-26-2016 DESIGNER 2. ANY ADDITIONAL STONE OR FILL REQUIRED WILL BE ADDED BY ADDENDUM 6. DO NOT TURN ON POOL LIGHT WHEN POOL IS EMPTY. 10. GATES TO BE SELF -CLOSING AND PELF LATCHING OPENING AWAY FROM POOL BY OWNER. 3. ALL WATER AT GUNITE, PLASTER INSTALLATION, AND FINAL FILL BY OWNER 7. AFTER INSTALLATION OF INTERIOR FINISH DO NOT USE RUBBER HOSE 11. HEATER VENTING IF REQUIRED IS BY OTHERS. REV. DATE SALES MGR 4. IF WATER IS NOT DELIVERED BY TRUCK, OWNER ASSUMES RESPONSIBILITY WHEN FILLING POOL AS IT WILL MARK THE FINISH. 12. SEE NOTES ABOVE FOR ADDITIONAL INFORMATION FOR THE INTEGRITY OF THE WATER WELL AND QUALITY OF WELL WATER. 8. ELECTRICAL, GAS, AND FENCE WORK BY OTHERS. 13. ADDITIONAL WORK BY ADDENDUM ONLY. REV. DATE GENERAL MGR Pool Dimensions Equipment & Plumbing SIZE: 50'-0 x IT-0" Item Type Manufacturer Model / Description DEPTH: T-6" to 5' FILTER PUMP STA-RITE Intellipro VS-SVRS PERIMETER: 134' CONTROLS PENTAIR Intellitouc i5s w/ Screenlogic II Kit w/ A1101 110v surge SURFACE AREA: 850 SQUARE FEET FILTER STA-RITE S8M150 - Cartridge INTERNAL AREA: 1,420 SQUARE FEET SKIMMERS (2) PENTAIR BERMUDA VOLUME: 27,000 GALLONS RETURNS HAYWARD (4) WALL a Specifications VC-150 NONE n/a SIZE: _ x _ MAIN DRAIN PARAMOUNT (2) SDX PERIMETER: n/a LINEAL FE HYDROSTATIC RELEASE VALV YES 8" 0 SUMP SURFACE AREA: n/a SQUA FEET DEBRIS REMOVAL NONE NONE SHARED EQU: Y NO DEBRIS REMOVAL PUMP NONE NONE MAIN DRAIN: eyls NO NAT GAS HTR NONE n/a IN® OUT CONTROLLER: 00, YES O SPA SIDE OTE YES NO PROPANE HTR NONE n/a IN® OUT JETS n/a OOR BUBBLERS n/a HEAT PUMP PENTAIR ULTRATEMP 140 Excavation VENT KIT NONE n/a TOTAL EXCAVATION DAYS (1) HTR AIR KITPPLY NONE n/a TOTAL LOADS 3/4" STONE (2) WATER LEVEL LEVELOR K-1100 w/ 200' cord TOTAL ADDNL TRUCK/DAYS 1 STEEL TEX NO DUMP ON PROPERTY HAUL OFF NO YES Steel Reinforcement Pool Chemisty System Special Engineering Yes No ® Standard Engineering Yes ® No 1/2' Alternates Yes ® No 1/2" Throughout Yes ® No Item Type Manufacturer Model / Description Chlorinator PENTAIR EROSION OZONE n/a n/a UV SYSTEM n/a n/a Electrical Additional Specifications Included by SSG Pools Yes No Electrical Subcontractor: by owner Distance from Main Panel: Lighting Schhdule 0.� Fixture Type GSA titi� �'LJ w RM 1 k 2 Pentair Intellibrite -Color 100' X 1 I Pentair LED light Controller Grading BACKFILL TIME INCLUDED: DECK GRADING TIME INCLUDED: FINISH GRADING TIME INCLUDED: NONE SSG TEAM: NONE COORDINATOR: Pam Essary p: 781.480.7036 e: pessary@ssgpools.com SUPERVISOR / DESIGN CONSULTANT: NONE LOADS OF GRAVEL INCLUDED: NONE LOADS OF TOPSOIL INCLUDED: NONE Deck - Tile - Masonry John Fitzgerald p: 781.480.7042 m: 508.962.0005 e: jfitzgerald@ssgpools.com 61 Item Type 159 LF Waterline Tile Classic Pool Tile: CT SLT 50 N "Natural Slate Gray" Nominal Size: 6x6 Grout: Silver Shimmer N.I.C. Deck wood by others CONSTRUCTION CONTACT: Matt, Aedi Construction mobile: 781.608.3223 office: 617.326.8255 Interior Finish email: matt@AEDIconstruction.com Type: Quartz Series: Wet Edge Technologies Luna Quartz MAILING ADDRESS Color: Madagascar Aedi Construction 384 Main Street Water Source Waltham., MA 02452 Phase Source Included / Not Incl. JOBSITE ADDRESS Gunite TBD By Owner's Hose Winter Shell TBD By Owner if Necessary Goodman Residence Plaster TBD By Owner's Hose 148 Mishaum Point Rd Completion TBD By Owner Dartmouth, MA 02714 - South Share Gunite Pool & Spa, Inc. 12 Esquire Rd. Billerica Ma. 01862 sp- I (800) 649-8080 DARTMOUTH MODERN RETREAT 148 Mishaum Point Road Dartmouth, MA 0.748 General Reouiments PROJECT TEAM: ARCHITECTURAL & MECHANICAL DESIGN Civil Engineer: Landscape Designer: Structural Engineer: ZeroEnergy Design Boucher & Heureux, Inc Soren deNiord Design Studio Webb Structural Services, 156 Milk St, Ste 3 648 American Legion Hwy. 43 Wellwood Road 670 Main Street Bosotn, MA 02109 Westport, MA 02790 Portland, ME 04103 Reading, MA 01867 617-720-5002 508-636-5905 207-400-2450 781-779-1330 sh@zeroenergy.com aheureux@boucherandheureux.com soren@sorendeniord.com mike@webbss.net 1. All work shall comply with federal, state a,iJ local building codes and regulations. 2. All mechanical, electrical and plumbing wore' shall be performed by subcontractors licensed in the state in which work is being performed. 3. All subcontractor shall provide certification fif general liability insurance and workman's compensation coverage, as required by the General Contractor. 4. General Contractor shall coordinate and/or pbtain all building permits required for construction and certificates of occupancy. 5. General Contractor shall be solely responsible for all construction means, methods, techniques, and procedures. 6. General Contractor shall be responsible for all aspects of safety during building construction and shall provide adequate shoring and bracing to ensure such Safety. 7. All dimensions and site conditions to be field verified and shall be the responsibility of the General Contractor. The General Contractor shall notify ZeroEnergy Design of any discrepancy prior to commencement of work. 8. It shall be the responsibility of the General Pontractor to locate all existing utilities whether indicated on the plans or not, and to protect them from damage. 9. All details, sections, notes, or references td other drawings are intended to be typical. 10. During construction, and prior to the incorporation of any changes, revisions, modifications and/or deviations from the construction documents, contractor shall bring to the attention of ZeroEnergy Design and obtain approval from the governing building official before proceeding with the work. 11. The manufacturers, products, and equipment listed in the drawings and specifications establish performance requirements. Substitutions of equal performance may be submitted for ZeroEnergy Design's approval. 12. All materials shall be installed per manufacturers instructions/specifications unless otherwise specified. 13. Specific notes and details on drawings shall take precedence over general notes and typical details. Where no details are shown, construction shall conform to similar work on the project. 14. Drawings, specifications, and all subsequent addenda & changes are intended to provide the basis for proper completion of the work suitable for the intended use of the Owner. Anything not expressly set forth but which is reasonably inferred or necessary for proper performance of the project shall be included. General Construction Notes Civil Notes: See Civil's site plan for additional requirements. Debris- Remove debris within 2'-0" of building. Exterior Grade- Slope grade 5% to drain away from building Soil gas control- All walls, roof and floors in contact with the ground shall be constructed to resist the leakage of soil gas from the ground to the building. A passive sub -slab depressurization system in accordance with the supplementary guidelines shall be provided: 1 vent pipe, min. 4" diameter, per 1500 SF of slab area vented through roof. Structural Notes: See Structural plans. Architectural Notes: Drip edge- Provide 1" drip edge on flashing over openings in exterior walls. Attic access- Opening 22" X 30" min. with weatherstripping. Wood protection- Wood framing members that are not pressure treated with a wood preservative and which are supported on concrete in contact with the ground shall be separated from the concrete by at least 6 mil poly or equal. Stair dimensions (all interior and exterior stairs- refer to drawings for actual dimensions) Minimum riser height.......... 5" Maximum riser height...... 8'/." Minimum tread depth...... W Minimum nosing............'/7 Maximum nosing ............ 1 V Minimum headroom ........ V-8" Minimum width ............ T-0" Handrails and Guards Handrail minimum height..... T-10" Handrail maximum height..... T-2" Guard minimum height ......... T-0" Note: A clearance of not less than 1 'A" shall be provided between handrail and any surface behind it. Bedroom egress- Min. one window per bedroom shall have a min. net clear opening or 5.7 SF, a min. net clear opening height of 24", a min. net clear opening width of 20", and a sill height of not more than 44" from the floor unless otherwise specified in window specification (not applicable is there is a floor wl direct access to the exterior on that level). Interior doors- Undercut all doors 1/2" min. Coat closets- (1) Rod and (1) shelf min. Linen closets- (4) shelves min. and V-2" deep min. Mechanical. Electrical, and Plumbing Notes: See Mechanical and Electrical plans for additional requirements Range hoods- Vent to exterior w/ non-combustible duct. Dryer vent- Capped and screened dryer vent, ducting installed to slope to exterior. Carbon monoxide detectors- Locate on each floor level and interconnect. Smoke detectors- Locate in each bedroom and outside common bedroom hallways, min. one per level Buildina Code Project shall conform to the Eighth Edition of the Massachusetts Building Code (780 CMR): International Residential Code 2009 With Massachusetts Amendments. Statement of Use The project's use shall be a single family residential dwelling. DRAWING LIST -PERMIT SET - Sheet Number Sheet Name AO-00 COVER PAGE C1-00 SITE PLAN AND SEPTIC DESIGN AO-01 GENERAL INFO, SCHEDULES A2-00 UPPER LEVEL FLOOR PLAN A2-01 ENTRY LEVEL FLOOR PLAN A2-02 IBASEMENT A2-03 ROOF PLAN A4-00 BUILDING ELEVATIONS A4-01 BUILDING ELEVATIONS A4-02 BUILDING ELEVATIONS A5-01 BUILDING SECTIONS A5-02 BUILDING SECTIONS A6-00 WALL SECTIONS A6-01 TYPICAL WALL SECTIONS A6-02 TYPICAL WALL SECTION DETAILS A6-03 WALL SECTION DETAILS A7-01 STAIR SECTIONS & DETAILS S1-01 RETAINING WALL S100 FOUNDATION PLAN S101 FIRST FLOOR FRAMING S102 SECOND FLOOR/ LOW ROOF FRAMING S103 HIGH ROOF FRAMING 0 Li CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA ZONING GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER FLOOD AIR MEAN District: R1 (Residential) SNOW or -SIGN DESIGN UNDERLAYMENT HAZARDS FREEZING ANNUAL Min. Lot Area: 30,000 SF FROST LOAD CATEGORY TEMP. REQUIRED INDEX TEMP Min. Lot Frontage: 135 FT (psf) SPEED TOPO. WEATHERING LINE TERMITE Max Lot Coverage: N/A (mph) EFFECTS C DEPTH Max Building Coverage: 15% Max. Building Height: 28 FT 45 psi 110 mph No Severe 48 inches Slight to 0' F Yes Yes N/A N/A Moderate Setbacks: Front: 30 FT Side: 25 FT Rear: 30 FT y ti .� n A.*" XJ �. I ZEROENERGY DESIGN ©2016 Drawing Notes: 5 i ZE No. Description Date ZeroEnergy Design 156 Milk St, Ste 3 Boston, MA 02109 T.617-720-5002 F.866-201.3856 www.ZemEnergy.com DARTMOUTH MODERN RETREAT 148 Mishaum Point Road Dartmouth, MA 02748 COVER PAGE Project number 1302 Date March 16, 2016 Scale As indicated AO-00 LOCUS MAP SCALE: 1"=2,000't BUILDING DEPARTMENTS NOTES: SUBDIVISION OR ANR PLAN: NONE ZONING DISTRICT: SINGLE RESIDENCE B AQUIFER DISTRICT ZONE: NO F.I.R.M. ZONE VE & X, MAP #25005CO489F DATED 7/7/09 SPECIAL PERMIT AND/OR VARIANCES: NONE COVENANT REQUIREMENTS: NONE OVERALL STRUCTURE HEIGHT: 35 FT. MAXIMUM IMPERVIOUS LOT COVERAGE: EXISTING PROPOSED 3.8% 10.1% CB-DH/FD LIMIT OF ` --- FLOODZONE� __ ... .. -- - - -- ..........,, ^' 533.65'_ 32.9 / /BOULDER / RETANING WALLS POOL / PLAT 73 LOT 25 V II TOP OF COASTAL BANK TOP OFJ ' (LIMIT OF FLOOD ZONE) COASTA! , BANK\ SX, i 2.9 ZONE VE / (ELEV. 25) ;` I ZONE X 1 ' If 34.1 lye ( TW=34.75_ IMPERMEABLE BARRIER AROUND WESTERLY, SOUTHERLY, AND EASTERLY SIDE OF THE EXCAVATION NOTE: FINISH GRADE S=0.02 % 10 70P OF 12,1 CHAMBER=33.1 MIN. 6" MIN. 3,1SLOPE OR RETAINING WALL 5' OVERDIG BOTTOM OF 40 MIL H.D.P.E. IMPERVIOUS BARRIER CHAMBER=32.1 CONTACT: WESTPORT WIN WATER WORKS CO. 833 STATE ROAD, WESTPORT, MA (508) 646-1222 (OR APPROVED COMPARABLE SUBSTITUTE). BOTTOM OF EXCAVATION=27.0 aK IN ACCORDANCE WITH MDEP POLICY/SOP/GUIDELINE J3RP/DWM/WPeP/G02-1 DATED 3/1/02 (www.state.me.us/dep/brp/wwm/t5pubs.htm) IMPERVIOUS BARRIER WITH SIDE SLOPE* NOT TO SCALE �✓=34.75 ` TW=42.0 �o TW_38.0 35.0+ 35.25 GUEST COURT LAWN AREA n q 0 oQ OPOSED 5-BEDROOM R o HOUSE 10, O O CRAWL SPACE -� = 33.1 +35.2 _5' OVERDIG = LIMIT OF WOM 1. LANDSCAPE DESIGN, INCLUDING YARD DRAINS, TO BE PROVIDED BY SOREN DENIORD DESIGN STUDIO, PORTLAND MAINE (207-400-2450) LEGEND PROPERTY LINE - - - 42 - - - EXISTING CONTOUR 0 PROPOSED CONTOUR �._._ TEST PIT 0 o SEPTIC TANK O DISTRIBUTION BOX 1 WELL I GARAGE SLAB=46.2 I FINISH GOVER 35 O fiANK THREE (3) 20-INCH MANHOLES WITH REMOVABLE MIRAFI 140N FILTER FABRIC OR CAST IRON OR CONCRETE COVERS OF DURABLE MATERIAL APPROVED COMPARABLE SUBSTITUTE BUILT UP WITH CONCRETE RISERS 4" PERFORATED SDR 35 PVC PIPE FINISH GRADE AT TO WITHIN 6" OF GRADE THROUGH CHAMBERS HOUSE = 35.30 (310 CMR 15.228 (2)) 4" SOLID WALL FINISH GRADE ELEVATION PVC PIPE 1/1 = 35.0-34.1 A TOP OF FOUNDATION ELEVATION= 36•0 (MINIMUM) (MINIMUM) TOPSOIL AND SUBSOIL BACKFILL SLOPE_- 29 - - SLOPE - 1% 0 1,5C,O CAL REINFORCED SEPTIC TANK LEVEL STABL€ BASE TPA' PAS 6%N YECPMK ;ALLY COMPACTED AND ONTO WHICH Sri (6) M00 OF CRUSHED STONE HAS 9EN PLLCO TD IfVVZE UNEVEN SEMING (310 CW 15228 (1)) NOTE: MAINTAIN ELEVATION 33.1 (TOP OF PEASTONE) FOR A DISTANCE OF 15 FEET FROM SOIL ABSORPTION SYSTEM IN ALL DIRECTIONS. (310 CMR 15.255) a`a ' UP #294/26A --� tOHU �Orl 44.65 6.0 ENTRY GARDEN I j GRADING BY OTHERS • // / � 1 I I i 45.5 \ a 216.34' j TW=46.0 i \ it cr 1 ; ! I i ^ I 1 i V CONTRACTOR TO INSTALL CONCRETE MANHOLE CONE TOP W/ FRAME & COVER FLUSH TO GARAGE SLAB +45.5 \ JI i CRUSHED STONE 1 AUTOCOURT ' `.J V / DH/FD 7 / 0 71=475 �t 47 "• • r CB-DH/FD Y8 0 0 0 "� " o o 0 1 1:32.60 H-20 a o a o " o 0 0 0 CAP ALL ENDS 97 BOTTOM OF CHAMBERS (BED) TO BE LEVEL; ELEVATON == 32 �I OF PERF. PIPES 32.70 LENGTH OF BED- 4 CULTEC CONTACTORS 700 CHAMBERS EAN LEVEL 32.60 rroAcoaE sE BASE STABLE L kRS BOTTOM OF EXCAVATION ELEVATION - 27.0* A SAND HIGH WATER TABLE ELEVATION - 28.1 *6" MINIMUM INTO "C" LOAMY SAND HORIZON SOIL ABSOPPTION SYSTEM NOTES: 1. ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC TAPE OR A COMPARABLE MEANS IN ORDER TO LOCATE THEM ONCE BURIED (310 CMR 15.221) 2. ALL SOIL ABSORPTION SYSTEMS SHALL HAVE A MINIMUM OF ONE INSPECTION PORT CONSISTING OF A PERFORATED FOUR INCH PIPE PLACED VERTICALLY DOWN INTO SEPTIC SYSTEM PROFILE THSAD FLL ELOW THE E PIPE SHALL E TONE TO THE CAPPEDLWI H A SICREWOTYPERC PNANDIACCESSBLE TOSTONE. NOT TO SCALE WITHIN THREE INCHES OF FINISH GRADE (310 CMR 15.240). FvrSN CPADE� 4" INLET SET ON LEVEL STABLE BASE (6" COMPACTED GRAVEL OR COMPARABLE) DISTRIBUTION H-20 O T O O- 6 i ' BOX DETAIL NOT TO SCALE BENCHMARK UP 1��294/26 ( 1T1 ch I MBX _z O Q v J 0 0 in BENCHMARKS: (NAVD88) SEPTIC SYSTEM COMPONENTS 1. CUT NAIL IN UTILITY POLE #264/26 LOCATED ALONG MISHAUM POINT ROAD ELEVATION = 49.86 SEPTIC TANK: USE A 1,500 GAL. TANK AS MANUFACTURED BY 20 0 10 20 40 BRISTOL COUNTY PRECAST, INC., WESTPORT, MA OR 2. CUT NAIL IN UTILITY POLE #264/26A LOCATED ON LOCUS LOT. APPROVED COMPARABLE SUBSTITUTE. ELEVATION = 44.89 SCALE IN FEET DISTRIBUTION 80X: USE A s ouDcEr H-20 L COUNTY P Box , INC.,MANUFACTURED BY BRISTOL COUNTY PRECAST, I 3. CHISEL SQUARE ON CONCRETE FOUNDATION OF THE BULKHEAD FOR HOUSE #148. WESTPORT, MA OR APPROVED COMPARABLE M MIATIMI - 1A 1 A SUBSTITUTE. (D.B.O.H. SECTION 15.232) THERE SHALL BE AN AIR SPACE CAST IRON OR CONCRETE COVER SHALL BE BROUGHT TO GRADE OF AT LEAST 3" BETWEEN THE WITH CONCRETE RISER OVER THE OUTLET TEE FILTER TOPS OF THE TEES AND THE (310 CMR 15.217 (7)) AND TO WITHIN 6-INCHES OF GRADE BOTTOM OF THE COVERS. OVER THE OTHER TWO COVERS (310 CUR 15.228 (2)). 6" MAX. 1 3" MIN. 13" 1,500 GALLON PRECAST TANK L 6 4" PVC 10" INLET _MIN. 14" 4" PVC J OUTLET J 1 � CJ � J o PROVIDE GAS BAFFLE i (310 CMR 15.227 (4)) SET ON LEVEL & STABLE BASE (6" COMPACTED GRAVEL OR COMPARABLE) SEPTIC TANK DETAIL NOT TO SCALE GENERAL NOTES 1.) This system shall be inspected when the leaching area is fully excavated, when all components are in place and again after final cover to grade is complete. The contractor shall notify the local Board of Health and the Engineer a minimum of 24 hours in advance of any required inspections. 2.) All base aggregate for leaching structures shall consist of double washed stone 3/4 to 1 1/2 inches in diameter and shall be free of iron, fines and dust in place (310 CMR 15.247 (1) (2). 3.) Elevations for the system are based on the datum shown. 4.) The contractor shall not allow any heavy equipment to be operated over the limits of the sewage disposal system during construction of the system. 5.) No field modifications shall be made to the system without prior written approval from the Engineer and the Town Board of Health. 6.) Unless otherwise noted, all system components shall be installed in accordance with the current edition of Title V of the State Environmental Code and applicable town regulations. 7.) At all points of intersection of water lines and sewer lines, mechanical joint cast iron pipe shall be installed for both lines for 10' on either side of the intersection point. 8.) The precast concrete septic system components shall be manufactured by MBO Precast, Inc. Plymouth, MA or an approved comparable substitute. 9.) Grout shall be used at all points where pipes enter or exit all concrete structures to provide a watertight seal. 10.) All shiplap joints in the septic tank shall be sealed with neoprene gaskets or asphalt cement. 11.) All PVC pipe used shall meet ASTM D 3034-73 SDR 35 and 310 CMR 15.251 (5) except inlet and outlet tees which shall be schedule 40 PVC. SYSTEM DESIGN DATA DESIGN CAPACITY.- 5 BEDROOMS @ 110 GAL/DAY= 550 GAL/DAY REQUIRED EFFECTIVE LEACHING AREA: 550 GAL/DAY / 0.74 GAL/DAY/SF= 744 SF LEACHING BED DESIGN CALCULATIONS: 7.5 L.F. CONTACTORS 100 CHAMBER X 5 S.F./L.F.= 37.5 S.F./CHAMBER* * IN ACCORDANCE WITH M.D.EP. MODIFIED CERTIFICATION FOR GENERAL USE DATED 12122105 CHAMBERS X 37.5 S.F./CHAMBER= 750 S.F. 12.) Some manhole locations shown on the precast concrete structures may not be standard locations and must be specially ordered as such from the supplier. 13.) The contractor shall excavate all unsuitable material in the leaching area shown on the plan and backfill with clean gravel or coarse send (3 10 CMR 15.255 (3)). 14.) A Certificate of Compliance as required by Title V. 310 CMR 15.021, must be obtained by the contractor upon completion of the work. If an "As -Built" plan is required due to the contractor deviating from these plans, the cost of said "As -Built" plan shall be paid for by the contractor. 15.) The contractor shall be responsible for verifying the actual location of any existing utilities shown on this plan. 16.) This septic system is not designed for the use of a garbage disposal unit. 17.) It is recommended that the septic tank be pumped out at least once every three years. 18.) Property Lines shown on this plan are approximate only and are not the result of a field survey. TEST PIT LOG DATE OF TEST: 06/09/15 DATE OF SOIL EVALUATION: 06/09/15 INSPECTOR COURTNEY COHEN, DBOH AGENT PERFORMED BY: ALAN J. HEUREUX PE 31.5 0" TEST PIT #2 33.0 0" TEST PIT /I FILL 29.5 21' 24" FILL 31.3 A SANDY LOAM A SANDY LOAM 10 YR 3/1 10 YR 3/1 30' CRUMB 29.0 27" CRUMB 30.8 B SANY LOAM B SANY LOAM 10 YR 5/6 10 YR 5/6 52" FRIABLE 27.2 52" FRIABLE 28.7 C LOAMY SAND C LOAMY SAND 2.5 Y 5/3 2.5 Y 5/3 FIRM FIRM MOTTLES @ 63" MOTTLES @ 59" 10 YR 6/2 10 YR 5/6 10 YR 6/2 10 YR 5/6 120" 121.5 120 123.0 TABLE. 63 WATER TABLE.' 59" WATER BOTTOM OF PERC HOLE 56„ PERC. RATE.' 12 MIN/IN 4" PERFORATED SDR 35 PVC PIPE CULTEC CONTACTORS 100 MIRAFI 140N FILTER FABRIC OR (STANDARD DUTY) APPROVED COMPARABLE SUBSTITUTE TO BE DRAPED DIRECTLY OVER THE CLEAN COURSE SAND CONTACTORS IBACKFILL I ( :. , f T:. 12" MIN. 32.6 12.5" 32.1 L:i CLEAN COARSE SAND1 OVERDIG 3' S' 15' OVERDIG SECTION A -A THROUGH LEACHING CHAMBERS LEACHING CHAMBERS NOT TO SCALE BOARD OF HEALTH STAMPS: BOARD OF HEALTH STAMPS: STAMP OF P.E. ALAN J. HEUREUX, P.E. DATE THIS PLAN SHALL NOT BE VALID UNLESS THE SIGNATURE OF THE ABOVE NAMED PERSON IS AN ORIGINAL SIGNATURE AND THE PROFESSIONAL SEAL APPEARS IN RED INK. SUBSURFACE SEWAGE DISPOSAL SYSTEM SITE LOCATION: 148 MISHUAM POINT ROAD OWNER: JEFFREY & MOLLY GOODMAN 148 MISHAUM POINT RD DARTMOUTH MA NO, DATE REVISION BY PLAT: 7 LOT: 25 1. 10/20/15 DBOH COMMENTS A.J.H. DATE: 0911012015 2. 11/13/15 LEACHING BED 51 FEET FROM COASTAL A.J.H. BANK; HOUSE FOUNDATIONBoucher & H e u re u x, Inc. CIVIL ENGINEERS / \ LAND SURVEYORS DRAWN Bh T.M.G. SHEET: i OF 1 648 AMERICAN LEGION HIGHWAY, SUITE ONE A.J.H. WESTPORT, MASSACHUSETTS 02790 DESIGNED BY DRAWING ND.: 3151-0I-SSDS 4-1 Yrnol CZC runs F.... /FnO% c-za OA77 (1) NORTH ARROW Room name 101 ROOM TAG 9$IM 1 Af01 CALLOUT TAG rt CENTERLINE 101 DOOR TAG OSTRUCTURAL GRID TAG Name Elevation LEVELTAG Q REVISION TAG <�;M SECTION TAG 1 Ref 0<"5 1 A101 1 ELEVATION TAG 1 Ref View Name VIEW NAME TAG A101 118" =1'-0" SPOT ELEVATION 1I WALL TAG 1t WINDOW TAG 1i STRUCTURALTAG Beam Type @ Spacing STRUCTURAL SPACING TAG DRAWING SCALE SCALE: 1"=20' 0 20 40 60 80 ABBREVIATIONS ABBREVIATIONS AC ALTERNATING CURRENT LBR LUMBER AFF ABOVE FINISH FLOOR LL LIVE LOAD BD BOARD LT LIGHT BLDG BUILDING LAV LAVATORY BLKG BLOCKING MATL MATERIAL BILK BLOCK MAX MAXIMUM BM BEAM MECH MECHANICAL CFM CUBIC FEET PER MINUTE MEP MECHANICAL, ELECTRICAL AND PLUMBING CL CLOSET MFR MANUFACTURER CLG CEILING N NORTH CONIC CONCRETE NASF NET AREA SQUARE FOOTAGE CONST CONSTRUCTION NIC NOT IN CONTRACT CONT CONTINUOUS NO NUMBER CONTAIN CONTAIN NOM NOMINAL CTR CENTER NITS NOT TO SCALE CW COLDWATER OC ONCENTER DBL DOUBLE OD OUTSIDE DIAMETER DC DIRECT CURRENT OPNG OPENING DET DETAIL OSB ORIENTED STRAND BOARD DIA DIAMETER PL PLATE DIM DIMENSION PLWD PLYWOOD DN DOWN PLUM PLUMBING DO DOOR OPENING PR PAIR OR DOOR PT PAINT DS DOWNSPOUT QTY QUANTITY DW DISHWASHER RAD RADIUS DWG DRAWING RCP REFLECTED CEILING PLAN DWV DRAIN, WASTE, AND VENT REINF REINFORCED E EAST REQ'D REQUIRED EA EACH REV REVERSE ELEC ELECTICAL RM ROOM E.P. ELECTRICAL PANEL RO ROUGH OPENING EXT EXTERIOR S SOUTH FD FLOOR DRAIN SCHED SCHEDULE FDN FOUNDATION SECT SECTION FF FINISH FLOOR SHT SHEET FIN FINISH Sim SIMILAR FUR FLOOR SPEC SPECIFICATION FT FEET OR FOOT SQ SQUARE GA GAUGE SS STAINLESS STEEL GALV GALVANIZED ST STAIN GASF GROSS AREA SQUARE FOOTAGE STD STANDARD GB GYPSUM BOARD STL STEEL GL GLASS SUSP SUSPENDED GND GROUND SYM SYMMETRICAL GR GRADE THSH THRESHOLD GYP GYPSUM TYP TYPICAL HC HANDICAPPED UNO UNLESS NOTED OTHERWISE HDWR HARDWARE VERT VERTICAL HT HEIGHT V.I.F. VERIFY IN FIELD HVAC HEATING, VENTING, AIR-CONDITIONING VOL VOLUME HW HOT WATER W WEST ID INSIDE DIAMETER WC WATER CLOSET IN INCH WD WOOD INSUL INSULATION WP WATER PROOF KIT KITCHEN WT WEIGHT KW KILOWATT YD YARD KWH KILOWATT HOUR KS KITCHEN SINK Interior Door Schedule Aark Description Width I Height I Comments Location 01 Single Swing Door 2' - 8" 8'- 0" Entry Level 02 Single Swing Door 2' - 8" 8'- 0" Entry Level 03 Single Swing Door 2' - 8" 8'- 0" Entry Level 04 Single Swing Door 2' - 8" 8'-0- Entry Level 05 Single Swing Door 2' - 6" 8' - 0" Entry Level 06 ISingle Swing Door 2' - 6" 8'- 0" 1 Entry Level 07 Double Swing Door 5' - 8" 8'- 0" Entry Level 08 Double Swing Door 5' - 8" 8'-0- Entry Level 09 Double Swing Door 5' - 8" V - 0" Entry Level 10 Double Swing Door 4' - 0" 8'- 0" Entry Level 11 Single Swing Door 3' - 0" 7' - 0" Upper Level 12 Single Swing Door 3' - 0" 7' - 0" Upper Level 13 1 Single Swing Door 3' - 0" 7' - 0" 20 MINUTES FIRERATED FIBERGLASS THERMA-TRU DOOR Upper Level 14 Single Swing Door 3' - 0" 7' - 0" Upper Level 15 Single Swing Door 3' - 0" 7' - 0" Upper Level 16 Single Swing Door 3' - 0" 7' - 0" Upper Level 17 Single Swing Door 3' - 0" 7' - 0" Upper Level 18 Single Swing Door 3' - 0" 7' - 0" Upper Level 19 ISingle Swing Door 3' - 0" 7' - 0" Upper Level 22 Single Swing Door 3' - 0" 6'-8- Unfinished Bsmnt. 23 Access Panel 3' - 0" 3' - 6" WITH 24"x24" VENTILATION LOUVER & FAN Unfinished Bsmnt. 30 Single Swing Door 3' - 0" 6'-8- Entry Level 31 Single Swing Door 3' - 0" 7' - 0" Upper Level urano toiar z j Ze- frkc) EIs"ni e rg 1% 1 I N ZEROENERGY DESIGN @2016 Drawing Notes: 0052 .. J r i yA OF Wks' No. Description Date ZeroEnergy Design 156 Milk St, Ste 3 Boston, MA 02109 T. 617-7205002 1 866-201-3856 www.ZeroEnergy.com DARTMOUTH MODERN RETREAT 148 Mishaum Point Road Dartmouth, MA 02748 GENERAL INFO, SCHEDULES Project number 1302 Date March 16, 2016 Scale 1/4" = 1'-0" AO-01 RETAINING WALL BELOW DOWNSPOUT —\ UUUUUUUU\/ �Ji I v v - r------------------r- i ' INDICATES SCUPPER LOCATION SOUND DEADENING WALL I zx'" T 114 m 12 PITCH rr r OF DOWNSPOUT BELOW XF g 2x6 TOP &BOTTOM PLATES; .................. 1 r 2x4 8.O.C. STAGGERED CLOSET \�\ Q CONTINUOUS INSOFFIM ULATION 8-6x12-0 — I v FURRED DOWN Sax 1-0 I I 114 in 12 m t CEILING I ING IN THIS ROOM I PITCH r -: \tY �x ^�x r r..°w;: 1TOf �e <, c �= o GARAGE I 0 s -t >,>ac7r I O C- I r. s.. , "� r..:, : y..: c7 26-0x29-0 O O D 2 r � o t9 I PITCH SLAB FOR DRAINAGE r rs'Z ''r i,t z Yam, ? r• ..OLL y� # S >w: 15 k:Y yrz o� zt o: 1T I 90 INDICATES CHANGE IN % r —' — — — a r o — — UP 2R 518"TYPE "X" GYPSUM BOARD -TYPICAL D�0 r TAPERED INSULATION 4' v >' c �� M� T 13 1.1f2" K�♦ j O WALLS AND CEILING OF GARAGE SLOPE DIRECTION TYPICAL r i' z 11 9" CLEAR V I F I o MASTER BED 16 14�' NOTE' ACCESS GRATE TO15 \\� 4 N v _ OPEN @ BOTTOM EXISTING WELL BY BUILDER- BUILT-IN BENCH NOTSHOWN I \ \ VENT PIPE \\ A6-00 I tr , O INDICATES CHANG n\ M y/ 3rS; > x r,. r m .f ro 15'-8112" c IN CEILING ELEVATION T-2114" 12 N O \\ FUTURE AS-02 c 3i �f r� n 10' - 3114' l 17 - 8" D O 31 I ELEVATOR I �\ 36"H CAPPED WALL I I 1T '--- ------ 2x6 WALL WI RECESSED a �t -Q-"z HANDRAIL 8 LIGHT DRESSER _ ......-----------------t ...............— DN.7R.17 \� a - w r GRAVEL 1 1 L r 5 > x s a ty TV ROOM 10-07 -❑ 9 6x10 6 - - --- LAUNDRY OT E 2 .... >,; r, 2x8 WALL 6 sx9 9 N D 0 .................. . C O ` 1T — z � a � r 7 Z MASTER BATHROOM o STORAGE 4. a M sir r \ I walk-in 9-0x12.6 DN.11R. mof 7 I S60o60R 5 g 10-11 x UPPER LANDING oO3T T ' z ...................... } �.; �� ; r �� ✓ PITCFk � � � � � � � � � r t I >7 c SCUPPER TO DOWNSPOUT BELOW ' r ........ -... —y INDICATES LOCATION OF DOWNSPOUTBELOW INDICATES PERIMETER OF WALL h s r> FRAMING BELOW T 777 ra Y 4 tp `5 r GRAVEL \ S"Tiz 7( s i t \<� r\^.s i` t ��t.s} >i•r �r-Y r. L ut i- �i' e` f-3 .i-'.. a x a\ S .- - �'CY.�,r��Tt�asr ." s ,INDICATES CHANGE IN 5 r\ k� x r1 M n TAPERED INSULATION w r 3 SLOPE DIRECTION TYPICAL y� LyczS �i i a t > w x> r t F �y\ 4. D.. � Y S 4i y rr > `ti: 3, y..r� �: ,�l 3,;� 1,. �'' %�, a '^s a s .,z �: a� • I r Y r r e r CHIMNEY BELOWtj — — — — —' TOMATC WITHAJUCENATE0 GARAGE TALLSULAT-OUT TO MATCH WITH ADJUCENT 4" INSULATION B -1 9-3* RETAINING WALL BELOW ------------- OPENING IN FLOOR 28'-0" 40' - (r 60, - (r 1 FLOOR PLAN - UPPER LEVEL A2-00 114" =,1'-T 1> .>.s:> > 'a N..f>. r <:' M. ': = x m FEW ZeroEnergy I ZEROENERGY DESIGN ©2016 Drawing Notes: 1. EXTERIOR DIMENSIONS TAKEN TO OUTSIDE OF EXTERIOR FRAMING. INTERIOR DIMENSIONS TAKEN TO INSIDE OF EXTERIOR FRAMING 8 CENTERLINE OF INTERIOR FRAMING. ALL INTERIOR PARTITIONS 2x4 UNLESS NOTED. 2. PROVIDE ACOUSTICAL BATT INSULATION AT ALL INTERIOR BEDROOM AND BATHROOM PARTITIONS. SEE PRODUCT SPECIFICATIONS 3. CONTRACTOR SHALL MAKE BEST EFFORT TO KEEP WATER 8 MECHANICAL LINES OUT OF EXTERIOR WALL ASSEMBLIES. 4.518" TYPE X GWB TYP TO WALLS AND CEILING OF GARAGE AND MECHANICAL ROOM. OD = HARD WIRED SMOKE DETECTOR: PHOTOELECTRIC TYPE SMOKE ALARM IN ACCORDANCE WITH UL 217 OR EL 268, ALL DETECTORS SHALL BE APPROVED AND LISTED AND SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 1 © = CARBON MONOXIDE DETECTOR: I CARBON MONOXIDE DETECTORS SHALL BE UL 2034 OR UL z 2075 LISTED, AS APPLICABLE, WITH STANDBY POWER a ALARMS SHALL BE INSTALLED IN COMPLIANCE WITH 780 CMR 51 R315.1 THROUGH R315.3 AND THE MFG'S INSTRUCTIONS w I- LU O = HEAT DETECTOR: PROVIDE A HEAT DETECTOR LISTED FOR THE AMBIENT z ENVIRONMENT. ALL DETECTORS SHALL BE APPROVED AND LISTED AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS EQ ZEHNDERERV-EXHAUST FROM BATHROOM 0 = TEMPERED: WINDOW REQUIRES SAFETY GLASS EO = EGRESS WINDOW: SILL HEIGHT AT 44" MAX ABOVE FINISHED FLOOR, MIN NET CLEAR OPENING DIMENSIONS OF 20" x 24" IN EITHER DIRECTION TH =THERMOSTAT 1❑ STEPS OR RAMP TO GRADE AS REQ PER SITE CONDITIONS. MINIMUM T-0" LANDING REOUIRED AT ALL ENTRY WAYS. PORCHES, BALCONIES OR RAISED FLOOR SURFACES LOCATED MORE THAN 30" ABOVE THE FLOOR OR GRADE BELOW SHALL HAVE GUARDS NOT LESS THAN 36" IN HEIGHT. 2 = NIS INTERIOR PARTITION No. 500 � cn OSTO SPIGOT W/COVER t�AN DOWNSPOUT r ► OF No. Description Date 1 casework 2016-03.03 ZeroEnergy Design 156 Milk St, Ste 3 Boston, MA 02109 T.617-720-5002 F.866-201-3856 www.ZeroEnergy.com DARTMOUTH MODERN RETREAT 148 Mishaum Point Road Dartmouth, MA 02748 UPPER LEVEL FLOOR PLAN Project number 1302 Date March 16, 2016 Scale As indicated A2-00 b zo 1 A5-02 2 A4-02 c io o t o O 0 CC w � C: � z =3 _ <0 ? LL oz Ic Y LL an0 m z GUEST SUITE(S) WALK -,OUT (SEE LANDSCAPE PLAN FO^ MORE INFORMATION) 2 1 A7-01 A7-01 1 r INDICATES FRAMING OVERHANG @ TOP OF FOUNDATION A6-01 11 FOUNDATION WALL DS OO �L I, D4 O I r 3T T O c 1T L � � .t -� � -1- �1 -1 T � I5h10-os E ® c BEDROOM 4 c 11-0x11-6 16'-2314" 11 T-51/4" IEc 1T O KITCHEN 1 �TM-6 c 1 I �? c 15 6x23-0 r FURRED iv I DOWN rl ,CEILINGIN [THIS ROOM Li 2 1 r ' O 111 1 I LINEN I......_..... O 1 r O E 1 I 06 O1 1T O 11 i i RADON VENT PIPE u IIV FURRED DOWN CEILING " OO 3' - 4" "v 1P INDICATES CHANGE IN CEILING ELEVATION1O 111 03 - 1 1 D2 10-01 1D-02 II I 2 r 1 I I 1 I A 1 PANTRY I / 1 I r 1 I ! 1 I I �I O I If 11 2 I r ART 100 02 i i II L - - - - - - - - - - - r 1 I l I 1 1 r 1 D3 O DINING I +I I 101 i 2 I- N w � Dt 16'-23/4' T-91/4' 24'- 0" ,T T -_-------------- ^--- - -- --- ---------_-_--.- DOWNSPOUT i o I o _ _ __ _ o - T _ _ _ _ _ _ _ _ _ _ I Z O ROOF OVER ROOF FRAMING ABOVE ,r111 HOME THEATER i i o LL I INDICATES CHANGE IN CEILING ELEVATION I I I PROJECTOR IN CEILING I I; z o 1 CAVITYABOVE 1 a cow I CZ7 it 1 l li i �_�> li a I X i u) I 7 I I tOn rn O ,I I I �I I I I 1 t o I j,i, O I 11 3 `o o� D15 I I 1 I o I 1 i Z I A6 01 j Z T O LIVING 1 119.Ox23-0 I i•' it m ; 11 I it m -_--1 _- ---- ------�--- -- -I--__----i-----�---. FOR DETAILS REFER TO FLOOR ---------- 1 PLAN #2 ON PAGE A2-01 PROJECTOR SCREEN I 1 I I I ABOVE FIREPLACE I 1 O r 10-05 iI j I I 0 GAS FIREPLACE I SPIGOTW/COVER j X X I it O D21 WOOREPLACE G T p31--------------' JI11 O D6 08 BEDROOM-2 v, 11-6x12.0 r i . O 07 1 O ,[:2 UI I I I' I I I -;t-CLEAR 4_ 9• iJ (J •J GARAGE ABOVE: GEOFOAM INFILL (NO VOIDS) CLEAR IEL EVATORpi�7(.r SEE STRUCTURAL PAGES FOR DETAILS I � " --- --- O� �q . ...... --- BATH2 E 8-0x9-0 ••� ' --- - FURRED DOWN CEILING _ IN THIS ROOM ••"I ON.9R. c 2 2 I I s LOWER LANDING- I EXTEND PARTITION @ -- - - - - - Tt - - FOUNDATION WALL FOUNDATION WALL TO INDICATES FRAMING OVERHANG @ TOP OF FOUNDATION BOTTOM OF UPPER LANDING FRAMING 1 OPENING IN FLOOR 10-09 7'-2" 31' - 8 1 /2" 26' - 9 1/2' 1' - 6" 87 - 6" OUTDOOR LIVING FLOOR PLAN - ENTRY LEVEL 3' - 6• I 24 . p• : I A2-Ot 114• =1-0' FOR DETAILS REFER TO FLOOR PLAN #1 ON PAGE A2-01 _- - - V-6" 12'-0" 12'-0" 2 FLOOR PLAN - ENTRY LEVEL - outdoor livin A2-01 114" = V-0" SPIGOT W/ COVER .a'3'/ E-%1 v �J" S I ZEROENERGY DESIGN ©2016 Drawinq Notes: 1. EXTERIOR DIMENSIONS TAKEN TO OUTSIDE OF EXTERIOR FRAMING. INTERIOR DIMENSIONS TAKEN TO INSIDE OF EXTERIOF FRAMING 8 CENTERLINE OF INTERIOR FRAMING. ALL INTERIOR PARTITIONS 2x4 UNLESS NOTED. 2. PROVIDE ACOUSTICAL BATT INSULATION AT ALL INTERIOR BEDROOM AND BATHROOM PARTITIONS. SEE PRODUCT SPECIFICATIONS 3. CONTRACTOR SHALL MAKE BEST EFFORT TO KEEP WATER 8 MECHANICAL LINES OUT OF EXTERIOR WALL ASSEMBLIES. 4.5/8" TYPE X GWB TYP TO WALLS AND CEILING OF GARAGE AND MECHANICAL ROOM. @ = HARD WIRED SMOKE DETECTOR: PHOTOELECTRIC TYPE SMOKE ALARM IN ACCORDANCE WITH UL 217 OR EL 268. ALL DETECTORS SHALL BE APPROVED AND LISTEI AND SHALL BE INSTALLED N ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. © = CARBON MONOXIDE DETECTOR: CARBON MONOXIDE DETECTORS SHALL BE UL 2034 OR UL 2075 LISTED, AS APPLICABLE, WITH STANDBY POWER. ALARMS SHALL BE INSTALLED IN COMPLIANCE WITH 780 CMR 51 R315.1 THROUGH R315.3 AND THE MFG'S INSTRUCTIONS OH = HFATDETECTOR: PROVIDE A HEAT DETECTOR LISTED FOR THE AMBIENT ENVIRONMENT. ALL DETECTORS SHALL BE APPROVED AND LISTED AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS QE ZEHNDER ERV- EXHAUST FROM BATHROOM TO = TEMPERED: WINDOW REQUIRES SAFETY GLASS EO = EGRESS WINDOW: SILL HEIGHT AT 44" MAX ABOVE FINISHED FLOOR. MIN NET CLEAR OPENING DIMENSIONS OF 20" x 24" IN EITHER DIRECTION TH =THERMOSTAT 1❑ STEPS OR RAMP TO GRADE AS REO PER SITE CONDITIONS. MINIMUM 3'-0' LANDING REQUIRED AT ALL ENTRY WAYS. PORCHES, BALCONIES OR RAISED FLOOR SURFACES LOCATED MORE THAN 30. ABOVE THE FLOOR OR GRADE BELOW SHALL HAVE GUARDS NOT LESS THAN 36" IN HEIGHT. C2J=2x6INTERIOR PARTITION 50052 ON A 7h OF No. Description Date 1 casework 2016-03.03 ZeroEnergy Design 156 Milk St, Ste 3 Boston, MA 02109 T.617-720-5002 F. 866-201-3856 www.ZeroEnergy.com DARTMOUTH MODERN RETREAT 148 Mishaum Point Road Dartmouth, MA 02748 ENTRY LEVEL FLOOR PLAN Project number 1302 Date March 16, 2016 Scale As indicated A2-01 1 A5-02 2 A402 NOTE: SEE STRUCTURAL DRAWINGS FOR SONOTUBE LOCATIONS I I I I i I I I I 1 AS-01 I I 3' - 6" 24' . 0" I I 1� I I � I 1 I o I J I Q I 3 I F I 70 I I � I � I m I I I I I I I I I O - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I I I I I 1 Ib I I o I I I I I DECKABOVE —' 1 I I LIGHTWELL: c j GUARD RAIL & LADDER 2 2 1 BYBUILDER A4-00 A7-01 A7-01 o DRAIN a -v DOWNSPOUT FROM ABOVE' _ ----------------- -- I O I I I 36"W x 42"H ACCESS PANEL !. I I I I x I I I I I w I p I I Y I U I wQ I I I I I I I I I I I I I I w124"x24" VENTILATION LOWER & FAN LOW HEADROOM CRAWL SPACE-2 O - CHANGE IN SLAB ELEVATION O LOW HEADROOM CRAWL SPACE-1 O 24' . 0" 77 I R0.7'-2" I z II DRAIN `® o - FUTURE SAUNA FUTURE SHOWER I I N rn I � SbxB-0 � I I I w I r • I I I-------------- I I �� J--------- p L�1----1r------- oo UNFINISHED I I j I I { io BASEMENT i FUTURESAUNAJBATHROOM II L__J 1 � ❑ A2-02 E E II II II RADON VENT PIPE '- - __- - o 23 O© ------ir-- 3-4" 3-4" yl FLmpE I o CLEAR ELEVA"JR R.O.S' - 0114' iv 22 ND. TO STUDS UP 9R NOTE: -- - 5'-0.1J4"Wx4'-6.11ZWTDEEP _ TT PIT @ ELEVATOR LOCATION MECHANICAUSTORAGE ___ - __ 12-0x13-6 O p D 5/8"TYPE "r GYPSUM BOARD- LOW HEADROOM ._ TYPICAL @ WALLS AND CEILING STORAGE BELOW OF MECHANICAL ROOM LANDING y- 1 _______________ - CHANGE IN TOP OF FOUNDATION i EXTEND PARTITION @ FOUNDATION WALL ELEVATION -' WALL TO BOTTOM OF UPPERLANDING 15' -1 11T I FRAMING R.O.7' - 2" 9 5" I 22' - 6 112" I P.T. SILL OVERHANG 31' - B 112" @ TOP OF FOUNDATION 0' - 2" 58'-6" 60' - 0" 84' - 0" 2 A6-01 � 2 FLOOR PLAN •BASEMENT Az-02 1/4" = r-0" I I I I I I I 1 I 1 I I I I 1 I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I 1 I I I 1 I I I I i I I I I I I I I I i I I ` I I I I I INDICATES FOUNDATION WALL ABOVE I I I I I I I I 1 i ----------------------------------J I ----------------------------------------J O 26' - 9 1/2" 6" VENT THROUGH ROOF 5 0 1 COMPRESSION JOINT TO SEAL PVC SLEEVE TO SLAB (SIGA PRIMUR) 10 MIL POLY DIRECTLY UNDER ENTIRE SLAB; TAPE TO PVC PIPE . •: CONCRETE SLAB AS SPECIFIED SLAB INSULATION SPRAY FOAM BETWEEN PVC SLEEVE AND PIPE PIPE PVC SLEEVE 2" LARGER IN DIAMETER THAN PIPE ONE VENT FOR EACH FOUNDATION AREA I, - 1 RADON PENETRATION SLAB «�KIM �irl zx is„ 's�f3 ZeroEnergy D E SI N ZEROENERGYDESIGN ©2016 Drawing Notes: 1. EXTERIOR DIMENSIONS TAKEN TO OUTSIDE OF FOUNDATION WALL. INTERIOR DIMENSIONS TAKEN TO INSIDE OF EXTERIOR FRAMING & CENTERLINE OF INTERIOR FRAMING. ALL INTERIOR PARTITIONS 20 UNLESS NOTED. 2. PROVIDE ACOUSTICAL BATT INSULATION AT ALL INTERIOR BEDROOM AND BATHROOM PARTITIONS. SEE PRODUCT SPECIFICATIONS 3. CONTRACTOR SHALL MAKE BEST EFFORT TO KEEP WATER & MECHANICAL LINES OUT OF EXTERIOR WALL ASSEMBLIES. 4.518" TYPE X GWB TYP TO WALLS AND CEILING OF GARAGE AND MECHANICAL ROOM- @ = HARD WIRED SMOKE DETECTOR: PHOTOELECTRIC TYPE SMOKE ALARM IN ACCORDANCE WITH UL 217 OR EL 268. ALL DETECTORS SHALL BE APPROVED AND LISTEI AND SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. © = CARBON MONOXIDE DETECTOR: CARBON MONOXIDE DETECTORS SHALL BE UL 2034 OR UL 2075 LISTED, AS APPLICABLE, WITH STANDBY POWER ALARMS SHALL BE INSTALLED IN COMPLIANCE WITH 780 CMR 51 R315.1 THROUGH R315.3 AND THE MFG'S INSTRUCTIONS HO = HEAT DETECTOR: PROVIDE A HEAT DETECTOR LISTED FOR THE AMBIENT ENVIRONMENT. ALL DETECTORS SHALL BE APPROVED AND LISTED AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS EO ZEHNDERERV-EXHAUST FROM BATHROOM TH =THERMOSTAT O2 = 2x6 INTERIOR PARTITION OE = EGRESS WINDOW: SILL HEIGHT AT 44" MAX ABOVE FINISHED FLOOR. MIN NET CLEAR OPENING DIMENSIONS OF 20" x 24" IN EITHERDIRECTION r7 r i�N vA 5 rah �9 of OF VkK- No. Description Date ZeroEnergy Design 156 Milk St, Ste 3 Boston, MA 02109 T.617-720-5002 F. B66-201-3856 www.ZeroEnergy.mn DARTMOUTH MODERN RETREAT 148 Mishaum Point Road Dartmouth, MA 02748 BASEMENT Project number 1302 Date March 16, 2016 Scale As indicated A2-02 1 AS-02 2 A4-02 1 A5-01 TO UPPER 2 A4-00 ................... ......................................................................... . . .............. ............. ............... *.* ................... ......... ..... .............................................................. ................................ .................... ............................ ........... .............. ........................................... ......... 1 i SCUPPER SLOPE 1/4" IN 12" SLOPE 1/4" IN 12" SLOPE 1/4' IN 12" 54' - 0' RADON VENT PIPE 0 DOWNSPOUT TO DAYLIGHT SCUPPER SLOPE 1/4- IN 12' SLOPE 1/4" IN 12" SLOPE 1/4" IN 12' SLOPE 1/4' IN 12" SCUPPER �\ CONTINUOUS BEAD OF SEDOWNSPOUT TO DAYLIGHT (APPLY PRIOR TO CLAMPING RING) S.S. CLAMPING RING ROUND PENETRATION ANCHOR, AS REQ. ROOFING SEALANT / ADHESIVE. COORDINATE W/ MFG'S SPECS 3" MIN. TYPICAL ROOF ASSEMBLY AS SPECIFIED r * s SPRAY FOAM ALL GAPS BTWN PIPE 8 M RIGID INSULATION ` r 1 AIR BARRIER TAPE + MEMBRANE: SEAL AS Y zh- PER MANUFACTURERS SPEC 4 � NOTE: VENT STACKS AND OTHER PIPES SHOULD HAVE A MINIMUM OF 12 INCHES OF CLEARANCE ON ALL SIDES FROM WALLS, CURBS, AND OTHER PROJECTIONS TO FACILITATE PROPER FLASHING. € ; INSTALL VENT FLASHINGIBOOT IN ACCORDANCE WITH MFG'S SPECS I n°! _ r 2 VENT ROOF x x Z rg y E I G t"N' ZEROENERGYDESIGN ©2016 Drawing Notes: No. 5005 B STO f J t OF t�RPrj� No. Description Date ZeroEnergy Design 156 Milk St, Ste 3 Boston, MA 02109 T.617-720-5002 F. 866-20t-3856 www.ZeroEnergy.com DARTMOUTH MODERN RETREAT 148 Mishaum Point Road Dartmouth, MA 02748 ROOF PLAN Project number 1302 Date March 16, 2016 Scale As indicated 1 ROOF PLAN =$A, 1 EAST ELEVATION STAINLESS STEEL CHIMNEY TERMINATION CHIMNEY ENCLOSURE i- WOOD SIDING AS SPECIFIED ITRY LEVEL ~- WOOD PRIVACY WALL -1x6 W/ 1/2" REVEAL J rate: ALIGN WOOD SLATS WITH WOOD SIDING ADJACENT WALL (2) BUILDING SECTION 2 / HIDDEN EAST ELEVATION Aa-Bo 114" = V-0" GARAGE DOOR CLADDING TO MATCH WITH __J ADJACENT SIDING - PHOTO FOR REFERENCE OPLY 2 1 A4-02 A5-02 MECHANICAL SOFFIT -12' CLEAR MASTER BEDROOM 0 — — — — — TOP OF PARAPET .......................... .......................... O 20'_6" V ...........-....-.-.-....- _.... in TOP WALL ----- ---............................. ....................................... _OF 1 T1 T _ 66"ZI -._,x.:..a.�:._::-:.47.50' UPPER LEVEL ---..._...._.__..._ ---------......>.,,:,:.-.....-,:.-.,...:..::::M ;..._._.._..._._................................- ..::::.:.......,.:<::.,u_:_�..-a:: ... .-.. 46.1T GARAGE SLAB @ INDICATES RETAINING WALL: SEE — — — — LOW POINT EL. LANDSCAPE PLAN FOR SITE WALL LOCATIONS AND MATERIALS T - 2" e BEDROOM-4 c 23 BASEMENT J �m BASEMENT _9z'_9" A. r �r s) 1r%c'\J E n r r D" " E S ,_ y G N ZEROENERGYDESIGN ©2016 Drawing Notes: J = TEMPERED: WINDOW REQUIRES SAFETY GLASS J = EGRESS WINDOW: SILL HEIGHT AT 44" MAX ABOVE FINISHED FLOOR MINNETCLEAR OPENING DIMENSIONS OF20"x24' IN EITHER DIRECTION No. Description Date ZeroEnergy Design 156 Milk St, Ste 3 Boston, MA 02109 T.617-720-5002 F. 866-201-3656 www.ZeroEnergy.com DARTMOUTH MODERN RETREAT 148 Mishaum Point Road Dartmouth, MA 02748 BUILDING ELEVATIONS Project number 1302 Date March 16, 2016 Scale AS indicated A4-00 fj# �,cro ZeroEnerg I ZEROENERGY DESIGN ©2016 Drawing Notes: TO = TEMPERED: WINDOW REQUIRES SAFETY GLASS EO = EGRESS WINDOW: SILL HEIGHT AT 44" MAX ABOVE FINISHED FLOOR MIN NET CLEAR OPENING DIMENSIONS OF 20" x 24" IN EITHER DIRECTION [� 20TOP OF PARAPET v- 6- — — — — — — STAINLESS STEEL CHIMNEY TERMINATION CHIMNEY ENCLOSURE __ _... _.. _ _.. _. — ......_ TOP OF WALL — — .. . r .......... _... _.. _... ....__..... ................ .. .....___. - ......_.. ......... . ....__..._ N_ ..... . / // m ....... ..................--..-. -.- .... .-._. ...... /3T i/ ....._.. F 3T / �\ 13T1 / GI -.... ..... .... GI `v TOP OF PARAPET - 0- — — — rh TOP OF MJ 1 7" . 6� rUP�PER M-J 8' - 6" (1k ENTRY[ 0" — TOP OF CRAWL SPACI Ze�roEnergli "' U E S G N ZERO ENERGY DESIGN ©2016 Drawing Notes: OT = TEMPERED: WINDOW REQUIRES SAFETY GLASS EO = EGRESS WINDOW SILL HEIGHT AT 44" MAX ABOVE FINISHED FLOOR. MIN NET CLEAR OPENING DIMENSIONS OF 20" z 24" IN EITHER DIRECTION No 6nO-52 C/) �. OF VWA ZeroEnergy Design 156 Milk St, Ste 3 Boston, MA 02109 T.617-720-5002 F.866-201-3856 www-ZeroEnergy.com DARTMOUTH MODERN RETREAT 148 Mishaum Point Road Dartmouth, MA 02748 BUILDING ELEVATIONS Project number 1302 Date March 16, 2016 Scale As indicated A4-02 1 BUILDING SECTION 1 AS-01 1/4" =1'-V _ _ _ _ _ _ TOP OF PARAPET 20' - 6" TOP OF WALL 17'-6„ V ACCESS PANEL - SITE FRAMED AND FINISHED TO MATCH WITH SIDING ... .. i i ......... � J I r�� ............................................................ t i O ... ACCESS PANEL - SITE FRAMED AND FINISHED TO MATCH WITH SIDING \ 0 3 HIDDEN ELEVATION 2 - SCREENED PORCH AS-01 1/4" = V-17 M 2 HIDDEN ELEVATION 3 - SCREENED PORCH A5 01 1u4" = V-o" 4D SHOWER 6 REVEAL ec.44a'aFe?........ z ':7-.r r. tax I N ZEROENERGY DESIGN ©2016 OF 1P No. Description Date ZeroEnergy Design 156 Milk St, Ste 3 Boston, MA 02109 T.617-720-5002 F.866-201-3856 www.ZeroEnergy.com DARTMOUTH MODERN RETREAT 148 Mishaum Point Road Dartmouth, MA 02748 BUILDING SECTIONS Project number 1302 Date March 16, 2016 Scale 1/4" = 1'-0" A5-01 E 36. 35.0C n� ruc � uy - i v ---------� /'� Sim-------� Ayp` N - nr I ZEROENERGY DESIGN ©2016 Drawing Notes: T. t� No. 60--)2 u' No. Description Date ZeroEnergy Design 156 Milk St, Ste 3 Boston, MA 02109 T.617-720-5002 F.866-201-3856 www.ZeroEnergy.com DARTMOUTH MODERN RETREAT 148 Mishaum Point Road Dartmouth, MA 02748 BUILDING SECTIONS Project number 1302 Date March 16, 2016 Scale 1/4" = 1'-0" A5-02 WRAP WEATHER & AIR BARRIER MEMBRANE UP AND OVER PARAPET (TAPED AS AIR BARRIER). PARAPET CONSTRUCTION: (TOP DOWN) METAL PARAPET CAP - FULLY ADHERED 60MIL REINFORCED EPDM MEMBRANE - PLYWOOD SHEATHING - 2x6 FRAMING @ 16' O.C.: PITCHED AS SHOWN - INSECT MESH with PERFORATED METAL COVER @ ROOF OVERHANG -TYPICAL CANTILEVERED HEADER IN BACKGROUND SHADES HOUSING SUPPORT — HEADER PER FRAMING PLANS 2x_ SOFFIT FRAMING W12x4 (ON FLAT & PAINTED BLACK PRIOR TO INSTALLATION) FASTENED @ BOTTOM OF EACH JOIST 1x6 SOFFIT FINISH W1114" GAPS - SIDING STOCK — SHADE HOUSING ,-- (2) 2x8 P.T. HEADER INSECT MESH wilh PERFORATED MATA 1 COVER @ ROOF OVERHANG -TYPICAL 2x4 @ 16" O.C. (ON FLATAND PAINTED BLACK PRIOR TO INSTALLATION) SOFFIT FRAMING 1x6 SOFFIT FINISH W1114" GAPS - SIDING STOCK TJI BUILT-UP @ ONE SIDE SHADES HOUSING ROOF CONSTRUCTION ( GREEN ROOF: (TOP DOWN) - DECORATIVE BALLAST (GRAVEL) -FULLY ADHERED 60MIL REINFORCED EPDM MEMBRANE -COVERBOARO -TAPERED POLYISO INSULATION, SLOPED 114' PER FOOT, TAPERED DOWN TO 112" 4" POLYISO INSULATION (JOINTS STAGGERED) WEATHER & AIR BARRIER MEMBRANE (TAPED AS AIR BARRIER) PLYWOOD ROOF SHEATHING 9.112"h TJI RAFTERS: CAVITY FILLED DENSE PACKED CELLULOSE (MIN. 3.5 LB1CU IN; ROLL FLAT PRIOR TO APPLYING PLASTER BOARD) -1 x_ STRAPPING 518" PLASTER BOARD (NO VOC PAINT & PRIMER) ----------------- \ 1x_STRAPPING 518" PLASTER BOARD ON WALL & CEILING; NO VOC PAINT & PRIMER 1.314"x9.117 LVL LEDGER CLOSED CELL SPRAY FOAM INSULATION FILL SOLID WOOD FILLER BLOCKING AS REQ BY STRUCTURAL ENGINEER. INSULATE PRIOR TO INSTALLING FINISH FLOOR AS SPECIFIED; BEARING PARTITION - SEE STRUCTURAL PLANS FOR DETAILS ADD BACKER BOARD WHERE APPLICABLE SUB FLOOR AS SPECIFIED IF Y W 1 2x8 P.T. DECK FRAMING I I I i{ JOISTS AS SPECIFIED ;0'-6 SONOTUBE PER STRUCTURAL DRAWINGIF A n _....-� L 3" MIN. ROXUL SAFE'N' SOUND INSULATION FOR FIRE .: PROJECTION OF ENGINEERED JOIST @CRAWL SPACE. HOLD UP :.i: ' • WITH RIGID WIRE STAYS AT MIN. 24' O.C. AND WITHIN 4 OF EDGE f OF BATT. NO PLASTERBOARD REQUIRED. k. FOUNDATION WALL CONSTRUCTION: (OUTSIDE to INSIDE] w + 10 MIL POLY WRAP UP AT SLAB EDGE AND TAPE TO CONCRETE LIQUID APPLIED WATERPROOFING IT REINFORCED CONCRETE WALL AS SPECIFIED - (2) Y POLYISO INSULATION (TOTAL 4') W/ THERMAL BARRIER ALL JOINTS STAGGERED & TAPED, ADHERE FIRST LAYER TO CONCRETE WIVERTICAL BEADS OF SEALANT` ` SEALANT '� •• • "�'' CRAWL SPACE CONCRETE SLAB /FF 4" TYPE IX EPS INSULATION UNDER SLAB; WRAP 2" UP AT SLAB GRANULAR BACK FILL #' ` ° . • ' • .. • . 1 • r + CAPILLARY BREAK OVER FOOTING (DAMPPROOFING OR MEMSRANEL••.•i•••• f e r a b 2 I FILTER FABRIC..!�'_�< '�` "�;" - .• .: , COARSEGRAVEL . V 4' PERFORATED DRAIN PIPS: INTO DAYLIGHT 4' CRUSHED STONE (NO FINES) MAX Lam .:......:. .:....!..! :. :. _. AGGREGATE 314" CONCRETE FOOTING AS SPECIFIED BELOW FROST DEPTH UNDISTURBED SOIL Wall Section -1 As-oo 1" = V-0" @ j 6' O.C. SHADES HOUSING SUPPORT WEATHER &AIR BARRIER MEMBRANE TAPED TO UNDERSIDE OF SHEATHING (AIR BARRIER). r SEAL INTERIOR OF RIM JOIST ALONG LENGTH OF I OVERWLNG - - ---- -^-'�- .c ROOF CONSTRUCTION Ic�D LIPPER LE'F_L• (TOP DOWN) FULLY ADHERED 60MIL REINFORCED EPDM MEMBRANE COVERBOARD -TAPERED INSULATION SLOPED 1/4" PER FOOT P POLYISO INSULATION (JOINTS TAPED & SEALED & STAGGERED) WEATHER & AIR BARRIER MEMBRANE (TAPED AS AIR BARRIER). -PLYWOOD ROOF SHEATHING - RAFTERS AS SPECIFIED FILLED W1 DENSE PACKED CELLULOSE (MIN. 4-0 LJ3M IN; ROLL FLAT PRIOR TO APPLYING PLASTER BOARD) -1x STRAPPING -518' PLASTER BOARD (NO VOC PAINT & PRIMER) LIQUIDAPPLIED WATERPROOFING - REINFORCED CONCRETE WALL - WEATHER & AIR BARRIER MEMBRANE (TAPED AS AIR BARRIER) - 2x4 STUD (ON FLAT) WALL 16' O.C. WI MINERAL WOOL BATT INSULATION - SlR" PLASTER BOARD (NO VOC PAINT & PRIMER] - CLEAR BETWEEN JOISTS 0'-4 SILLOVERHANG O - 2-- ": ' •� 0' - 4" SHELF IN FOUNDATIOt - t JOISTS AS SPECIFIED n r1;.2 �. 3' MIN. ROXUL SAFE'N' SOUND INSULATION FOR FIRE PROJECTION OF ENGINEERED JOIST @ CRAWL SPACE. HOLD UP WITH RIGID WIRE STAYS AT MIN. 24" O.C. AND WITHIN 4" OF EDGE OF BATT, NO PLASTERBOARD '! • REQUIRED. 1314"x11.718' LVL LEDGER- FASTENERS AS SPECIFIED BY ENGINEER FOUNDATION WALL CONSTRUCTION: (OUTSIDE to INSIDE) •' COMFORTBOARD IS INSULATION (1.114" OVER 3" - TOTAL 4.114"): - i ALL JOINTS STAGGERED. MECHANICALLY FASTEN TO CONCRETE LIQUID APPLIED WATERPROOFING - REINFORCED CONCRETE WALL AS SPECIFIED - WEATHER & AIR BARRIER MEMBRANE (TAPED AS AIR BARRIER) - 2x4 STUD (ON FLAT) WALL 16" O.C. W1 MINERAL WOOL BATT INSULATION - 7 OGEOFOAM INFILL, NO IDS -SEE STRUCTURAL DRAWINGS FOR DETAILS BACKFILL AS PER STRUCTURAL DRAWINGS :x""&<z<'s'?w'�z '_'.^.a".<'%+k:!•k�. ,y�3?�fi ......ti's3�soi$%> Ze frkc) E fri e r y I ZEROENERGY DESIGN Q2016 Drawing Notes: No. Description Date ZeroEnergy Design 156 Milk St, Ste 3 Boston, MA 02109 T. 617-720-5002 F.866-201-3856 www-ZeroEnergy.can DARTMOUTH MODERN RETREAT 148 Mishaum Point Road Dartmouth, MA 02748 WALL SECTIONS Project number 1302 Date March 16, 2016 Scale 1" = 1'-0" A6-00 ROOF CONSTRUCTION (D UPPER LEVEMM EE L: ffOPBB DOWNN NI FULLY ADHERED 60MIL REINFORCED EP COVERBOARD - TAPERED POLYISO INSULATION, SLOPED I/4"PER FOOT. TAPERED DOWN TO112"- ---------- 4" POLYISO INSULATION (JOINTS STAGGERED) - WEATHER & AIR BARRIER MEMBRANE (TAPEPLYWOOD ROOF BARRI R)HEATH- RAFTERS AS SPECIFIED FILLED WI DENSE PACKED CELLULOSE (MIN. 4.0 LB1CU IN; ROLL FLAT PRIOR TO APPLYING PLASTER BOARD) - 1x_STRAPPING- _ _ _ _ — 5I8" PLASTER BOARD (NO VOC PAINT & PRIMER) - — — — — — — — — — — ,d INSECT MESH AT TOP & BOTTOM —� OF RAIN SCREEN 1 ) RIM JOIST AS SPECIFIED r FLASHING @ SIDING TRANSITION WALL CONSTRUCTION (OUTSIDE ]NJ SIDING PER ELEVATIONS - STRAPPING: 2x_ WI RUBBER STRIPS @ FIBER -CEMENT SIDING & 7!8" @ WOOD SIDING 2 (n LAYERS (4" TOTAL) FOIL -FACED POLYISO INSULATION (JOINTS TAPED & STAGGERED) - WEATHER & AIR BARRIER MEMBRANE (TAPED AS AIR BARRIER) - '. PLYWOOD WALL SHEATHING- 2x6 WALL FRAMING FILLED Wl DENSE PACKED CELLULOSE (MIN. 3.5 LB/CU IN; ROLL FLAT J , • (.%,' ; PRIOR TO APPLYING PLASTER BOARD) - 5/8' PLASTER BOARD (NO VOC PAINT & PRIMER) - — - — - - — — — — — — - — - — - — - — - — - - PT SILL PLATE, GLUED W/ URETHANE SEALANT,OVER SILL GASKET FLASHING & COVER AT BOTTOM OF INSULATION INSECT MESH FLASHING, FASTENED & TAPED OVER WRB ) 30" STRIP OF WEATHER & AIR BARRIER MEMBRANE BETWEEN SILL PLATE & SILL SEALER ?' a I . rr PROTECTION BOARD OVER INSULATION, EXTENDS BELOW GRADE , �� ' ' ' ` • ' x• •3 RIM JOIST AS SPECIFIED DENSE PACKED CELLULOSE AT RIM JOIST, TYP. �— DOUBLE LAYER ACOUSTIC BATT INSULATION 1)_ STRAPPING 518" PLASTER BOARD ON WALL & CEILING; NO VOC PAINT & PRIMER ------------------------- 2x BLOCKING BETWEEN STUDS AS REO BASEBOARD CLOSED CELL SPRAY FOAM INSULATION FILL i FINISH FLOOR AS SPECIFIED; ADD BACKER BOARD WHERE APPLICABLE SUB FLOOR AS SPECIFIED LVL PER STRUCTURAL DRAWINGS ;. FOUNDATION WALL CONSTRUCTION' (OUTSIDE to INSIDEI e. •. COMFORTBOARD IS INSULATION (1.114" OVER 3' - TOTAL 4.114") ALL JOINTS STAGGERED. MECHANICALLY FASTEN TO CONCRETE --';'LIQUID APPLIED WATERPROOFING- REINFORCED CONCRETE WALLAS SPECIFIED t WEATHER & AIR BARRIER MEMBRANE (TAPED AS AIR BARRIER) - ,;:';; :- ,. •; 2x4 STUD WALL 16" O.C. WI MINERAL WOOL BATT INSULATION a 518" PLASTER BOARD (NO VOC PAINT & PRIMER)- i SEALANT GRANULAR BACK FILL. .` . ....... k eG.� �` ! CAPILLARY BREAK OVER FOOTING sky 0 -2 (DAMPPROOFING OR MEMBRANE}'";�:; FILTER FABRICS COARSE GRAVEL 4" PERFORATED DRAIN PIPE ' ° •°. ' ' [ INTO DAYLIGHT; -, - CONCRETE FOOTING AS SPECIFIED BELOW FROST DEPTH 1 Typical Wall Section - 2 2 A6-02 3" MIN. ROXUL SAFE SOUND INSULATION FOR FIRE PROJECTION OF ENGINEERED JOIST @ CRAWL SPACE. HOLD UP WITH RIGID WIRE STAYS AT MIN. 24" O.CAND WITHIN 4- OF EOGE OF BATT. - NO PLASTERBOARD REQUIRED, TAPE WEATHER & AIR BARRIER MEMBRANE TO 10 MIL POLY (AIR BARRIER) 10 MIL POLY DIRECTLY UNDER ENTIRE SLAB TAPE ALL SEAMS; WRAP UP AT SLAB EDGE AND TAPE TO CONCRETE (AIR BARRIER) 4" TYPE IX EPS INSULATION UNDER SLAB; WRAP 2" UP AT SLAB 4" REINFORCED CONCRETE (DO NOT SAND OR POLISH) 4" CRUSHED STONE (NO FINES) MAX AGGREGATE 314" ROOF CONSTRUCTION @ BALLAST' (TOP DOWNI BALLAST (GRAVEL) - FULLY ADHERED 60MIL REINFORCED EPDM MEMBRANE - COVERBOARD- TAPERED POLYISO INSULATION WITH 114" N 12" PITCH - 4" POLYISO INSULATION (JOINTS STAGGERED) - WEATHER & AIR BARRIER MEMBRANE (TAPED AS AIR BARRIER) - PLYWOOD ROOF SHEATHING - RAF-fgRS AS SPE :F FLLEO Wf DENSE PACKED CELLULOSE (MIN. 3 5 LB'CU IN: ROLL FLAT PRIOR TO APPLYING PLASTER BOARD) - 1x_ STRAPPING - 518" PLASTER BOARD (NO VOC PAINT & PRIMER) - TENSION ROD FOR ROOF CAVOPY METAL CURB FLASHING 3" MIN. OVE"JtP W/ SEALANT TAPE @ EACH JOINT. — PERFORATED METAL GUTTER COVER / 2x. P.T. TAPERED FOR ORAN LEDGER 2x12 P.T. FASCIA FRAMING PAINTED SYNTHETIC TRIM BOARD — PAINTED SYNTHETIC TRIM BOARD 2x6 @ 4" O.C. CEDAR TRELLIS N N N N 0 E N ROOF CONSTRUCTION (TOP DOWN) DECORATIVE BALLAST (GRAVEL) FULLY ADHERED SDMIL REINFORCED EPDM MEMBRANE -COVERBOARD -TAPERED POLYISO INSULATION - ROOF SHEATHING .2x6 FRAMING -11Y SHEATHING (TAPED) - 2x- P.T. STRAPPING • FIBER -CEMENT FINISH BOARDS TYPICAL WALL CONSTRUCTION 2 T ical Wall Section - 3 A6-01 1" = V-0' ll. �... ►.a a 2x_ NAILER 1x_ STRAPPING 518" PLASTER BOARD (NO VOC PAINT & PRIMER) CLOSED CELL SPRAY FOAM INSULATION FILL BLOCKING AS REQ BY STRUCTURAL ENGINEER INSULATE PRIOR TO INSTALLING. 3" MIN. ROXUL SAFE W SOUND INSULATION FOR FIRE PROJECTION OF ENGINEERED JOIST @ CRAWL SPACE. HOLD UP WITH RIGID WIRE STAYS AT MIN. 24" O.C. AND WITHIN 4" OF EDGE OF BATT. NO PLASTERBOARD REQUIRED. FOUNDATION WALL 48CRAWL SPACE (OUTSIDE to INSIDE) LIQUID APPLIED WATERPROOFING REINFORCED CONCRETE WALL AS SPECIFIED • (2) 2" POLYISO INSULATION (TOTAL 4") WI WHITE THERMAL BARRIER; ALL JOINTS STAGGERED & TAPED, ADHERE FIRST LAYER TO CONCRETE W1 VERTICAL BEADS OF SEALANT. MECHANICALLY FASTEN W/THERMALLY BROKEN SCREWS 10 MIL POLY DIRECTLY UNDER ENTIRE SLAB TAPE ALL SEAMS; WRAP UP AT SLAB EDGE AND TAPE TO CONCRETE (AIR BARRIER) 4" REINFORCED CONCRETE (DO NOT SAND OR POLISH) WRAP 2" UP AT SLAB r �e T'sV 3V -Y< cA:;;. frEnr ru- ", E S �ay G N ZEROENERGY DESIGN @2016 Drawing Notes: ZeroEnergy Design 156 Milk St, Ste 3 Boston, MA 02109 T.617-720-5002 F.866-201-3856 www.ZeroEnergy.COM DARTMOUTH MODERN RETREAT 148 Mishaum Point Road Dartmouth, MA 02748 TYPICAL WALL SECTIONS Project number 1302 Date March 16, 2016 Scale 1. A6-01 wZ aw y (2) 2)_ BLOCKING oz_ w METAL CURB FLASHING OVER TAPERED SOLID BLOCKING. 3' MIN. OVERLAP WI SEALANT TAPE @ EACH JOINT. mZ gWALL SHEATHING -TAPE AT ALL CORNERS -TYP. z _ METAL CUT-OFF MASTIC, TYR > _ _ _ _ _ _�. / �- METAL DRIP EDGE BOTH SIDES OF PARAPET v 2x6 PARAPET FRAMING WI MINERAL WOOL INSULATION; SHEATHING @ BOTH SIDES 1 EPDM MEMBRANE - RUN UP AND OVER PARAPET FRAMING �- --- WEATHER & AIR BARRIER MEMBRANE - RUN UP AND OVER 0' - 0 314" MIN. SPACE FOR PROPER �� PARAPET FRAMING TO CONTINUOUSLY CONNECT TO WALL VENTILATION OF RAIN SCREEN I� WEATHER & AIR BARRIER MEMBRANE (AIR BARRIER) INSECT MESH I E. .;-- - - PLYWOOD NAILING - 3" O.C. @ EDGES & IN THE FIELD FOR SHEATHING ON BOTH SIDES OF THE PARAPET. c i - 1 Parapet - Upper Roof As-0z 1 U2" =1-0" BLOCKING BETWEEN STUDS AS REQ PAINT GRADE POPLAR OR EQUAL BASEBOARD FINISH FLOOR AS SPECIFIED; ADD BACKER BOARD WHERE APPLICABLE CLOSED CELL SPRAY FOAM INSULATION FILL SUB FLOOR AS SPECIFIED PT SILL PLATE, GLUED W! URETHANE SEALANT,OVER SILL GASKET LVL PER STRUCTURAL DRAWINGS METAL COVER AT BOTTOM OF INSULATION " I DENSE PACKED CELLULOSE PILLOWS AT TOP INSECT MESH OF FOUNDATION, OR APPROVED EQUIVALENT BACKER ROD & SEALANT FLASHING, FASTENED & TAPED OVER HOUSE WRAP PROTECTION BOARD OVER INSULATION, EXTENDS BELOW GRADE 3o Z_ i�•I •i ,. •� •' a \ `;4� ®�, s > jai . . ', j, • • '; 3" MIN. ROXUL SAFE W SOUND INSULATION FOR FIRE PROJECTION OF ENGINEERED JOIST @ CRAWL SPACE. HOLDUP WITH RIGID WIRE STAYS AT MIN. 24" O.C. AND WITHIN 4' OF EDGE OF BATT. NO PLASTERBOARD SACK FILL SEE LANDSCAPE PLAN FOR PATIO FINISH DETAILS ANCHOR BOLTS SIZING & SPACING PER ENGINEER .. I 'POURED CONCRETE REINFORCED FOUNDATION WALL PER STRUCTURAL DRAWINGS.' T :• •• , I .. • a i 30RSTRIP OF WEATHER &AIR BARRIER BETWEEN SILL PLATE & SILL SEALER. TAPE TO MEMBRANE ON EXT. WALL & TO E AI ER CONCRETE (AIR BARRIER) A LIQUO APPLIED WATERPROOFING ` -• COMFORTBOARD IS INSULATION {t 1!4" OVER 3 TOTAL 4.1/4� _:: i """' 'ALL JOINTS STAGGERED MECHANICALLY FASTEN TO CONCRETE i ' �: T • • • - - �. — WEATHER & AIR BARRIER MEMBRANE (TAPED AS AIR BARRIER) 2 T.O. FOUNDATION - North Wall A6-02 1 112" =1'-0" 2 TAPE FLASHING TO 1NEA—rCR & AIR BARRIER 3 R114 NG x g N`"r HyY „ N>:mm BMW rt�N Cl nm I N ZEROENERGY DESIGN ©2016 Drawing Notes: ROOF CONSTRUCTION (� BALLAST: (TOP DOWN) DECORATIVE BALLAST (GRAVEL) - FULLY ADHERED 60MIL REINFORCED EPDM MEMBRANE - COVERBOARD- TAPERED POLYISO INSULATION WITH 1W IN 12" PITCH - 4" POLYISO INSULATION (JOINTS STAGGERED) - WEATHER & AIR BARRIER MEMBRANE (TAPED AS AIR BARRIER) - PLYWOOD ROOF SHEATHING - 11.718"H TJI RAFTERS FILLED W1 DENSE PACKED CELLULOSE (MIN. 3.5 LBICU IN; ROLL FLAT PRIOR TO APPLYING PLASTER BOARD) - 1 X_ STRAPPING - 518' PLASTER BOARD (NO VOC PAINT & PRIMER) - VOID WI ACCESS PANEL @ HOME THEATER PROJECTOR LOCATION zo r HEADER PER HEADER PER STRUCTURAL STRUCTURAL DRAWINGS DRAWINGS JOIST HANGER JOIST HANGER 2x_SOFFIT FRAMING 1 ELEVATED LOWER ROOF A6-o3 11n" = l -(r ROOF CONSTRUCTION @ GREEN ROOF: (TOP DOWN) -DECORATIVE BALLAST (GRAVEL) - FULLY ADHERED 60MIL REINFORCED EPDM MEMBRANE -COVERBOARD -TAPERED POLYISO INSULATION, SLOPED 114" PER FOOT, TAPERED DOWN T01/T 4' POLYISO INSULATION (JOINTS STAGGERED) WEATHER & AIR BARRIER MEMBRANE (TAPED AS AIR BARRIER) -PLYWOOD ROOF SHEATHING -9.1l2"h TJI RAFTERS: CAVITY FILLED DENSE PACKED CELLULOSE (MIN. 3.5 LB1CU IN; ROLL FLAT PRIOR TO APPLYING PLASTER BOARD) 1x STRAPPING 518" PLASTER BOARD (NO VOC PAINT & PRIMER) -r r I N ZEROENERGY DESIGN ©2016 Drawing Notes: `ate➢ t p� OFt��S No. Description Date ZeroEnergy Design 156 Milk St, Ste 3 Boston, MA 02109 T.617-720-5002 F. 866-201-3856 www.ZeroEnergy.com DARTMOUTH MODERN RETREAT 148 Mishaum Point Road Dartmouth, MA 02748 WALL SECTION DETAILS Project number 1302 Date March 16, 2016 Scale 1 1/2" = T-0" A6-03 1 Stair Section -1 A7-01 1/4' = V-0" 2 1/16" (1.1/2" MIN.) 2 1/16" (1.1/4" MIN. & 2.3/4" MAX) g PAINTED WOOD HANDRAIL *'rO CODE" °0 z x EASED EDGES: 0.011NCH (0.25MM) o RECESSED LED N RADIUSMIN.- TYPICAL LIGHTING OVER PANTED TRIM 5116" M Z 3/4" u� H a 5I8' L BEAD 'n p FINISH PLASTER COAT w 0 5/8" WALLBOARD z 2x_ BLOCKING c' 3 RAIL - RECESSED HANDRAIL A7-01 3" = V-0" TOP OF PARAPE 0 M TOP OF WALL n 17' - 6" a a UPPER LEVI R' - ENTRY LEVEL -3' - 0" T.O.. FOOTING -114"-9„ IPE CAP 2 Stair Section - 2 A7-01 114" =1'-0" 1 1/2" w 11/2' ROUND HANDRAIL, w � RETURN TO WALL AT TOP & BOTTOM OF STAIR SURFACE MOUNTED --- METAL RAIL SUPPORT, AS 2x4 BLOCKING SPECIFIED FINISH WALL 0 2x4 BLOCKING w^ 0 z� > FINISH WALL RAIL - CAPPED WALL tl 5 HANDRAIL DETAIL A7-01 3' = V-0" A7-01 1 1/2" = V-0" 2�— r:�"r "wy. .iSa:::.<..S:�4. ' a ur .:Sztx•?Gr3:. Ze r I ZEROENERGYDESIGN ©2016 Drawinn Notes: code �gVel y v fn v ay' No. Description Date ZeroEnergy Design 156 Milk St, Ste 3 Boston, MA 02109 T.617.720-5002 F.866-201-3856 www.ZeroEnergy.com DARTMOUTH MODERN RETREAT 148 Mishaum Point Road Dartmouth, MA 02748 STAIR SECTIONS & DETAILS Project number 1302 Date March 16, 2016 Scale As indicated A7-01 50'-1 1 EL 40 T.O.W. EL 134.73 z �a z� El.35 `--- z Q J — J� El. 30 / --"-- ---- EI. 25 GRADE SOUTH OF WALL' 37'-0" \-COMPACTED, FREE 4@18"OC DRAINING BACKFILL i� (CONFORM TO WHO Ni 1 1 M 1.03.0 TYPE C. 2^ i #4@36"OC n VERT. #4@36"OC 0 #5@18"OC VERT. CUBIC FOOT OF 4" UNIFORM CRUSHED STONE CONFORMING v, TO MHD. M1.02.4. AT EACH m FINISH WEEP HOLE. WRAP STONE IN GRADE (VARIES) _ — MIRAFI 140N FILTER FABRIC c j I �#5@18"OC 10 co 109'-6" RETAINING WALL PLAN us•=ry WALL TYPE Al WALL TYPE 8 SLOPED TOP T.O.W. EL 138-. OF WALL EL 40 INTERFACE BETWEEN STEP IN TOP WALL TYPE A AND OF WALL _----- --�— W _ _----- - — — — — — — — — — — — — N a- - £t. 30 J N= W W STEP IN BOTTOM OF FOOTING, SEE El. 25 E � - 0 N #5@18"OC 3-#4 BARS 62 #4@36"OC CONT 70P v } 0 F AND BOTTOM w o � a N -I 7 OK a M uj 6" V a 5,_6" m WALL TYPE A A 2'-0 "-5'-0" RETAINED SOIL HEIGHT BOTTOM OF FOOTING' TOP OF FOOTING 74'-0" 18'-5" - 22'-3" 1 RETAINING WALL ELEVATION tro'-nr NOTES: 1. PROVIDE CONTROL JOINTS AT 20-FT OC COMPACTED, FREE DRAINING BACKFILL (FINISH GRADE VARIES) x a FINISH GRADE (VARIES Cv #4@12"OC CONTINUOUS ]cA - #4@24"OC 14@24"OC z 8 VERT. i 0 a o: w U I B WALL TYPE B 3/4"-1'-0" 0'-0"-2'-0" RETAINED SOIL HEIGHT k #4@18^OC� 0 I #4@36"OC VERT.— 2"0 PVC WEEPS @ i 0'-0 "OC_ FINISH GRADE 6" 2" COMPACTED, FREE DRAINING BACKFILL (CONFORM TO MHO M 1.03.0 TYPE C. "OC 918"OC GENERAL CONDITIONS 1. G. C. MUST BUILD EXACTLY WHAT IS SHOWN ON STRUCTURAL DRAWINGS. ANY PROPOSED DEPARTURES FROM WHAT IS INDICATED MUST BE REVIEWED WITH THE ENGINEER PRIOR TO CONSTRUCTION. ALL UNAUTHORIZED CHANGES TO THE APPROVED DRAWINGS MUST BE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE. 2_ THE CONTRACTOR SHALL CAREFULLY VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON DRAWINGS PRIOR TO COMMENCEMENT OF THE WORK, AND SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES BETWEEN ENGINEERING AND ARCHITECTURAL DOCUMENTS. 3. THE CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS OF TEMPORARY SHORING, BRACING, OR OTHERWISE PROTECTING ANY PORTION OF THE STRUCTURE, SITE AND UTILITIES FROM DAMAGE DURING CONSTRUCTION. THE ENGINEER 15 SPECIFYING THE FINISHED CONDITION ONLY, WITHOUT ASSUMING KNOWLEDGE NOR RESPONSIBILITY FOR HOW THE CONTRACTOR WILL ACHIEVE THIS RESULT. 4. THESE PLANS ARE TO BE COORDINATED WITH SITE PLAN PROVIDED BY BOUCHER & HEUREUX, INC, DATED 0911012015 FOUNDATIONS 1. EXCAVATE TO LINES AND GRADES REQUIRED TO PROPERLY INSTALL THE FOUNDATIONS ON INORGANIC, UNDISTURBED SOIL OR CONTROLLED STRUCTURAL BACKFILL AS REQUIRED BY THE ARCHITECT. ALL EXCAVATIONS SHALL BE DRY BEFORE PLACING ANY CONCRETE. 2. SOIL BEARING CAPACITY: FOOTINGS MUST BE PLACED ON SOIL WITH A MINIMUM BEARING CAPACITY OF 4000 POUNDS PER SQUARE FOOT. 3. BACKFILL BEHIND WALL TO BE DETERMINED BY OTHERS. BACKFILL MUST BE FREE -DRAINING 4. DRAINAGE DESIGN PROVIDED BY OTHERS CONCRETE 1. ALL CONCRETE WORK SHALL BE PERFORMED IN CONFORMANCE WITH THE LATEST EDITION OF ACI-318, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE". 2. CONCRETE SHALL ACHIEVE A MINIMUM 28 DAY DESIGN STRENGTH AS FOLLOWS:FOOTINGS, WALLS, INTERIOR SLABS -ON -GRADE, AND OTHER CONCRETE NOT OTHERWISE SPECIFIED - 3000 PSI. 3. SLUMP AT THE POINT OF DISCHARGE FROM THE READY -MIX TRUCK SHALL BE 3-5". 4. REINFORCING STEEL: TYPICAL - ASTM A615, GRADE 60. FIELD BENT - ASTM A615, GRADE 40 WELDED WIRE FABRIC - ASTM A185. DESIGN LOADS PER MASSACHUSETTS STATE BUILDING CODE RETAINING WALL HAS BEEN DESIGNED TO WITHSTAND A 40 PSFIFT EQUIVALENT FLUID PRESSURE, AND A 50 PSF SURCHARGE. DEAD LOAD WEIGHTS OF MATERIALS AND CONSTRUCTION CUBIC FOOT OF 4" UNIFORM f0" CRUSHED STONE CONFORMING TO MHD. M1.02.4. AT EACH WEEP HOLE. WRAP STONE IN MIRAFI 140N FILTER FABRIC #6@18"OC v 12 0" 4-#4 BARS 18"OC CONT TOP 2" [#6@ 74 AND BOTTOM 12 F—. 6'-6^ — C WALL TYPE G 3/4"=V-0" 5'-0 "— 7'-0 " RETAINED SOIL HEIGHT Q: Q @36"OC NOTE: PROVIDE CONTROL JOINTS @2D'OC AND AT FOUNDATION STEPS WEBB STRUCTURAL SERVICES, INC. 670 Main Street Reading, MA 01867 (781)-779-1330 24"MIN #4 EF 2H 3-#4 EQSP MIN T.O G. EL. 24"MIN H" _ SEE PLAN =24 MAX = H=24 7 I T.O. FTG. J MAX I1 . ELSEE o 3,_0•' PLAN 'O A D 3'-0'C� STEPPING DETAIL 3/4"=1'-0" Drawing Notes: ZeroEnergy Design 156 Milk St, Ste 3 Boston, MA 02109 T.617-720-5002 F.866-201-3856 www.ZeroEnergy.com Residence for. GOODMAN RESIDENCE MISHAUM POINT DARTMOUTH,MA RETAINING WALL Project rmmtler 15374 Date MARCH 16, 2016 Scale S1-01 a rya s a sy ga s .t+ so soyo lr soyo soyo c6 IraI- Gmm Zx6 EXr WALL 2'x6 PT PLATE W/ 112" SHEATHING 1/10 ANCHOR BOLTS A SUR FACE SURFACE � o ABU66 BASE BOLT \® oa o W/ 1-1/2-cr P0. aso a o St00 so `�o o y y yr you, yo„ oT o„G € _ _ _ v_,ENTR_Y LEVEL r•. BLOCKING TWO. -3' - 0' J BAYS BACK (CONCEALED ti __.._._.__.._. ....... --- ._ .... .. m HANGER NO r--- ----, !0'WlDELIGHrWELL, _ - _i [ - SHO"N)T.FDN A t\ I I PER ARCH. DRAWINGS i _. -4' - 2 1 i$" • �1 (FULL HEIGHT) ? \\ ��.�` --""'- a FROST WALL END OF FROST WALL I I I I 4 FULL HEIGHT BASEMENT WALL so yoT� I I I I St01 __ _ L-----J L--- `c ------ ----------------- ---------- i LVLLEDGfRW/ ---------------------- I-JO/ST f - 1 Z-5/B E CONC. n, I ( I I SCREWS @JZ' OC j .v - - - - - - - - - - - - ----- r------------ ----------- - I I 2 [ 4-#4 EOSP LBEAM POCKET w I i #4I/6 OC VE4T. v 0 /0 BELLED BASE CONC PIER W/ I RECESSED SLAB A r I I MEAN EXISTING SHOWER (SEE ARCH) ' ' � I I D'-2' -GRADE 9 t� DROP 1N FOLN0. / j GARAGE FOUND. WALL- - 3 I FOUVDA r/ON WALL I WALL FOR DOORWAY TO BEAR ABOVE CRAWLSPACE 5701 I O I FOOTING W BEAM I I ' C6MIPACTED FILL .! S�i4 EOSP 3 I I I (GARAGE ABOVE) ' 4'CONCRETE SLOB AS S101 I I 4' SLAB ON I I /• _ o' W/ 114x14 ASECTION @PIER GRADE W/ 6X6 I I W/4XW/4 WWF �g I I I FND WALL JOIST SHELF (TYP) I FULL HEIGHT \ ' GARAGE WALL FOOTING I I BASEMENT ' b ' I U �/4" = IV' 6 1 I i 4' SLAB ON \\ I GRADE Z4 X24 XI2' I St 01 - - - A I I i CRAWL SPACE p FoorMa(rrv) I �- 1 i I MSLLAT/ON PER ARCH DWGS J6XJ6X18' I ' ' ( Lob KEYWAY s I FOOTING I I OUTSIDE EDGE OF L - J 24 X24 XI2' FOOTING (Tyr) I I CARA GE FOLAVA TION. CONT/MA7L5 rG I I 1 I SEE UST fLOt?R F,4AM/NG FOOTING I FOR GARAGE FOLACATION 8' THICK PAD FOOTING FOR I I ( Z' - 0' I I ELEVATOR. TOP OF PAD I I I &' BELOW TOP OF SLAB. I i I 3 HAUNCH SLAB AROUID PAD i ( SfF 157 ELEVATION FLOOR I(3 FO�UNDATIION WALL @hig location FRAMING FOR SLAB GElN \ I I GARAGE \\ L---------- -- - - - - - - - - - - - ------------� j FObN0A770W ! -- ---- --- ---- L- ------ I --------- U -J ----------------r- --------- -----------------------� I o ? STEP TOP OF FOUVDATION TO oA I ( I I O 3 ENSURE ADJACENT GRADE DOES GEN RAL CAVDl71ONS ROUGH CARPENTRY A" �. b NOT EXTEND ABOVE CONCRETE you, 1 I LAB W O . !. G. C. MUST BUILD EXACTLY WHAT 1S SHOWN DN STRUCTURAL DRAWINGS ANY PROPOSED I. ALL ROUGH CARPENTRY WORK SHALL BE EXECUTED IN CONFORMANCE WITH THE 87H EDITION OF THE Gm I ( S102 ( DEPARTLRES FROM WMAr Is INDICATED MUST BE REVIEWED WITH THE ENGINEER PRIOR TO MASSACHUSETTS BUILDING COOT FOR ONE AND TWO FAMILY DWELLINGS (NBC 162) AND THE END OF FROST WALL CONSTRUCTION. ALL UNAUTHORIZED CHANGES TO THE APPROVED DRAWINGS MUST BE INTERNATIONAL RESIDENTIAL CODE FOR ONE AND TWO FAMILY DWELLINGS (IRC /82). I I QG- REMOVED AA!) REPLACED AT THE CONTRACTOR'S EXPENSE. Z. REFER TO THE MBC 181 AND IRC l81 FOR FRAMING COMPONENTS NOT SPECIFIED 1N PLANS AND SECTIONS. Z. THE CONTRACTOR SHALL CAREFULLY VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON NOTIFY THE ENGINEER OF ANY COMPONENT NOT DEFINED 1N EITHER THE NBC 162 AND IRC /81 OR IN DRAWINGS PF'OP TO COMMENCEMENT OF THE WORK, AND SHALL NOTIFY THE ENGINEER THESE DRAWINGS. -SLAB ON L J I - IMMEDIATE[ Y OF ANY DISCREPANCIES BETWEEN ENGINEERING AND ARCHI TEC MRAL J. REFER TO THE IRC 182 FASTENER SCHEOLLE FOR STRUCTURAL MEMBERS TABLE 607 3 FOR CONNECTION AOE I DOCUMENTS FASTENING NOT IDENTIFIED IN THESE PLANS OR DETAILS. AWL SPACE I J. THE CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS OF TEMPORARY 4. WHEN NOT OTHERWISE IDENTIFIED, ALL WOOD BEAMS, JOISTS RAFTERS HEADERS STRINGERS, PLATES SHORING, BRACING. O' OTH'ERWlSE PROTECTING ANY PORTION OF THE STRUCTURE, S17F AND SILLS SHALL BE SPRUCE PINE FIR 02 OR BETTER WITH A MINIMUM FB = 875 PSI (SINGLE USE) AND FB I b I AND UTILITIES FROOf DAMAGE DCR/NG CONSTRUCT/ON THE ENGINEER /S SPECIFYING THE = /000 PS/ (REPETITIVE "), AND E SHALL BE /,4000,000 PS/ OR BETTER. I ( I FINISHED CONDITION DALY, WITHOUT ASSLMING KNOWLEDGE NOR RESPONSIBILITY FOR 5. WOOD SACS MAY BE EASTERN HEMLOCK, EASTERN SPRUCE, OR HEM -FIR, GRADED STUD' GRADE, #Z OR I I HOW THE CONTRACTOR WILL ACHIEVE THIS RESUL T BETTER. I I 4. FOR EXACT LOCATIOYS OF FLOOR AND ROOF OPENINGS, POSTS, ETC., SEE ARCHI TEC TLRAL 6. LVL BEAMS, AS NOTED ON PLANS, SHALL HAVE A MINIMUM FB = 3/00 PSI, E = 2, 000, 000 PSI, AND FY = Z85 I I DRAWINGS. PSI. LVL BEAMS SHALL BE 'VERSALAM' BY BOISE CASCADE. NO SUBSTITUTIONS WILL BE ACCEPTED, UNLESS THE ENGINEER SPECIFICALLY APPROVES ANOTHER PRODUCT SUBMITTED BY THE CONTRACTOR. Toyo Ji 7. I , I I WOOD 7' BEAMS SHALL BE BY BOISE CASCADE. NO SLESrITUTIONS WILL BE ACCEPTED, UNLESS THE I L J I f0C/NDATIONS ENGINEER SPECIFICALLY APPROVES ANOTHER PRODUCT SLIBM/TTED BY THE CONTRACTOR. I. EXCA VA 7E TO L/AES AND GRADES REQUIRED TO PROPERL Y INSTALL THE FOUVDATIONS DN SHALL L B SRER'S RfCD ADHERED FOR BEARING, REINFORCING, CUTS CANT/LEVERS, fASTENING, ETC., I INORGANIC, UNDISTURBED SOIL OR CONTROLLED STRUCTURAL BACKFILL AS REQUIRED BY SHALL BE STRICTLY ADHERED TO. 8. A{A ENGINEERED WOOD POSTS (VERSA COLUMNS), AS NOTED ON PLANS, SHALL BE VERSM 1.71650. I W I Z THE ARCHITECT. ALL EXCAVATIONS SHALL BE DRY BEFORE PLACING ANY CONCRETE 9. >' PLYWOOD WALL SHEATHING, ROOF SHEATHING, AND SUBFLOORING SHALL BE APA GRADE, TRADEMARKED C- I D INTERIOR WITH EXTERIOR GLUE SLEFLOORING SHALL BE 3/4 - THICK TONGUE AND GROOVE, AND SHALL I ( J. EXTERIOR FOOTINGS SHALL BE PLACED DN APPROVED SOIL AT A MINIMUM DEPTH OF 4 I o I FEET, OR AS MODIFIED BY THE STRLA: TLRAL ENGINEERBELOW THE LOWEST ADJACENT 11 THICK GTO FLOOR JOISTS WITH AN APPROVED ADHESIVE PRIOR TO NAILING. ROOF SHEATHING SHALL BE G . I , I/Z' THICK AND WALL SHEATHING SHALL BE !/Z' THICK. GROUND EXPOSED TO FREEZING ANY ADJUSTMENT OF FOOTING ELEVATIONS DUE TO FIELD /D. ALL WOOD HAVING DIRECT CONTACT WITH CONCRETE OR MASONRY, AND WHEREVER WOOD IS WITHIN 8' OF CONDITIONS MUST HAVE THE APPROVAL OF THE ARCHl rECT. FINISHED GRADE OR PART OF OPEN DECK CONS TRuc rION, SHALL BE PRESSURE TREATED. 4. SOIL BEARING CAPACITY- FOOTINGS MUST SE PLACED ON SOIL W17H A M/N/MUM BEAR/NG i I L J !/. ALL METAL CONNECTORS INCLLD/NG JOIST AND BEAM HANGERS AND COLLMfN CAP AND BASES SHALL BE I CAPACITY OF 4000 POUIVS PER SOUARE FOOT. I I BY SIMPSON STRONG -TIE CORP. THE CONTRACTOR SHALL STRICT[ Y ADHERE TO MANUFACTURER'S I 5. BACKFILL BELOW FOOTINGS AND SLABS SHALL BE MADE WITH APPROVED GRANULAR I I FASTENING REOUIREMEN7S. CONTRACTOR TO VERIFY ALL CONNECTOR SIZES TO FRAMING ELEMENTS I MATERIALS PLACED !N 6' LAYERS. LAYERS SHALL BE COMPACTED TO 96 % DENSITY AT I � BEFORE ORDERING. OPTIMLM MOISTLRE CONTENT, AS DEFINED BY ASTM D/557. /Z UNLESS DETAILED OR SPECIFIED OTHERWISE ON THE PLANS, HEADERS AND BEAMS SHALL BE SUPPORTED 6. BACKFILLING AGAINST WALLS OR PIERS MAY ONLY BE DONE AFTER WALLS OR PIERS ARE BY AT LEAST ONE JACK STUD AND DIVE KING STLG. BRACED TO PREVENT MOVEMENT. FOR WOOD FRAMED RESIDENT/AL CONSTRUCTION, NO /J. FOR WOOD JOIST SPANS LP TO l4 FEET, PROVIDE A SINGLE ROW OF FULL DEPTH BLOCKING BETWEEN oyo I I I I SACKFILLING OF WALLS MAY TAKE PLACE UNTIL THE FIRST FLOOR DECK HAS BEEN JOISTS AT M/DSPAN. FOR SPANS EXCEEDING /4 FEET PROVIDE TWO ROWS OF FULL DEPTH BLOCKING --- I I FRAMED AND SHEATHED, UNLESS WRITTEN APPROVAL 1S GIVEN BY THE ARCHITECT OR Gm I BETWEEN JOISTS AT THIRD POINTS OF THE SPAN. (_ io-------------- ----- ----� ENGINEER. 14. PROVIDE SIMPSON HI OR HZ5 HURRICANE TIES BETWEEN EACH RAFTER BOTTOM AND ITS BEARING POINT 7. PROV10€ fOLNDATlON DRAINAGE, WATERPROOFING/DAMP-PROOFING, AND FOIbUDATION /S. CONTRACTOR SHALL CAREFULLY COORDINATE THE WORK OF ALL TRADES TO MINIMIZE THE NEED FOR WALL INSULATION AS INDICATED ON THE ARCHITECTURAL DRAW/NGS CUT, BORED OR NOTCHED IN FRAMING LUMBER STRUCTURAL FLOOR MEMBERS SHALL NOT SE CUT BORED o: - - - - - - - - - - - - OR NOTCHED IN EXCESS OF THE LIM/TAT/0NS SPECIFIED 1N THE BUILDING CODE WITHOUT WRITTEN APPROVAL FROM THE ENGINEER. oyo - oyo oyo CONCRETE 16. AT WOOD POSTS LANDING ON FLOOR DECK, PROVIDE SOLID VERTICAL WOOD BLOCKING WITHIN DECK T�F T�F rGm� I. ALL CONCRETE WORE SHALL BE PERFORMED IN CONFORMANCE WITH THE LATEST EDITION ACl- SANDWICH TO LINK UPPER POST WITH LOWER SUPPORT. BLOCKING TO MATCH UPPER POST SIZE. /7. SET LVL BEAMS THAT FRAME FLUSH WITH DIMENSIONED LUMBER JOISTS 3/8' BELOW THE TOP OF JOISTS 318, BOLDING CODE REOUIREMENrS FOR REINFORCED CONCRETE- TO ALLOW FOR JOIST SHRINKAGE. WHERE BEARING WALLS OR POSTS LAND ON THESE BEAMS INF/LL GAP Z CONCRETE SHALL ACHIEVE A MIN/MUM Z8 DAY DES/GN STRENGTH AS FOLLOWS:FOOrINGS WALLS !T F R SO AR7 a a s To oya Z_ a r oyo o. a .r 9p INTERIOR SLABS -ON -GRADE, AND OTHER CONCRETE NOT OTHERWISE SPECIFIED - moo PSI EXTERIOR SLABS EXPOSED TO WEATHER - 4000 PSI. J. SLUMP AT THE POINT OF DISCHARGE FROM THE READY -MIX TRUCK SHALL BE 3-5' 4. REINFORCING STEEL: TYPICAL - ASTM A615, GRADE 60. FIELD BENT - ASTM A615, GRADE 40 WELDED 18. 19. W H 3/B PLYWOOD 0 LID BE NG. BEAMS COMPRISED OF J LVLS OR MORE SHALL BE SOL TEED TOGETHER W/TH A MINIMLM OF 1-1/2.1 SOL TS AT 16, ON CENTER OR 3-1/41 DIAMETER SELF TAPPING LAG SCREWS AT 16' ON CENTER, AL rERNA TING INSERTION SIDES, FOLLOW MANUF SPECS, UNLESS NOTED OTHERWISE ON DRAWING. IN ADDITION TO THE FLOOR JOIST SHOWN /N THE PLANS, CONTRACTOR SHALL INSTALL DO!/BLE ✓O/STS WIRE FABRIC - AS TM A185. UNDER ALL PARTITIONS WALLS RLM/VING PARALLEL TO THE DIRECTION OF FRAMING. 10. MINIMLNN BEAM BEARING TO BE J INCHES UNLESS NOTED OTHERWISE DN PLAN. s s 'J'oy 1r Toy �r'r'oy �{ `Hoy DESIGN LOADS PER MASSACHUSETTS STATE BUILDING CODE LATERAL FRAMING NOTES: LIVE LOADS L THE STRLK'7LRAL DESIGN OF THIS RESIDENCE WAS PERFORMED IN COMPLIANCE WITH THE INTERNATIONAL RESIDENT/AL CODE FOR ONE AND TWO FAMILY DWELLINGS THE PRESCRIPTIVE REQUIREMENTS OF THIS GROUND SNOW L DAD: 30 PSF UNINHABI TABLE ATTICS WITHOUT STORAGE., 10 PSF 2. CODE DO NOT APPL Y PER SECTIONS 301. L J AL TERNA RVE PROVISIONS AND 301.13 ENGINEERED DESIGN. FRAMING COMPONENTS AND FASTENERS AS IDENTIFIED IN THESE DRAWINGS AND NOTES ADEOU4 TEL Y - - - UNINHABITABLE ATTICS W/TH LIM/TED STORAGE. 20 PSF RESIST THE LATERAL LOAD REDUIREMENTS AS DEFINED BY THE INTERNATIONAL RESIDENTIAL CODE FOR HABITABLE ATTICS AND SLEEPING AREAS., 30 PSF ONE AND TWO FAMILY DWELLINGS. ALL OTHER AREAS 40 PSF J. ALL EXTERIOR WALLS TO FOLLOW SHEARWALL SHEATHING CRITERIA. EXTERIOR BALCONIES 40 PSF 4. 5. SHEARWALLS CONSTRUCTION. SHEATHING TO BE & APA RATED WIND LOADS 6. SHEATHING TO BE ATTACHED TO THE WALL STUDS WITH 8ONAILS @ 4' OC AROUND EDGES 8 8' OC IN FIELDS MASSACHUSETTS STATE BUILDING CODE 1/0 MPH, EXPOSURE C 7. HOLDDOWNS TO BE HDU5 BY SIMPSON AND SHALL BE ATTACHED TO A MIN OF 1-2x STUDS 8. THREADED ROD TO BE 5/8o AND EPDXY SHALL BE SIMPSON SET-XP 1 FOUNDATION PLAN DEAD LOAD Wf/GHTS OF MATERIALS AND CONSTRUCTION 9. !0. ALL PLYWOOD SEAMS IN A SHEARWALL SHALL BE BLOCKED WITH DIMENSIONAL LUMBER OF THE SAME SIZE As E WALL . REFEERRTOOPLANNSSAANND SECTIONS FOR STUD SIZES STLNJS SHALL BE SPACED A T /6 INCHES ON CENTER UNLESS NOTED OTHERWISE ON PLAN. 3/16" = 1=0" MAXIMUM ADDITIONAL DEAD LOAD OF ROOF ADD-ONS GRAVEL ROOF- JO PSF GREEN ROOF-50 PSF SOLAR PANEL SYSTEM-20 PSF II. /1. CARE SHOULD BE TAKEN TO ADJUST NAIL GLN PRESSURE SO AS TO NOT OVER DRIVE NAILS INTO FL YWOOD. NAIL HEADS SHOULD BE FLUSH WITH PLYWOOD FACE. OVER DRIVING NAILS GREATLY REDUCES THE EFFECTIVENESS OF THE SHEARWALL. FOR FRAMING SIZES REFER TO FRAMING PLANS. Drawing Notes: WEBB STRUCTURAL SERVICES, INC 670 MAIN STREET, READING, MA ZeroEnergy Design 156 Milk St, Ste 3 Boston, MA 02109 T.617-720-5002 F.866-201-3856 www.ZeroEnergy.com Residence for. MISHAUM POINT MISHAUM POINT DARTMOUTH,MA FOUNDATION PLAN Project number 15374 Date 03/16/16 Scale As indicated S100 CONCEALED o HANGER o_ o a a a F 2 o, m N o ti 6 `ro J HU29-2 HANGER W1 14-1/4 Hx1-3/L" CONC. SCREWS. (USE HUC28-2 HANGER AT ENOSl • 5 //4 X7 //4' WOLMANIZED PARALLAM BEAM Z16 Pr PLATE W/ 1/z10 ANCHOR ea rS @ 4'-0'OC BLOCKING TWO BAYS BACK FLOOR SHEATHING HANGER , ` /-JOISTS 3-n 7/8" LVL I !EGEND BW = BEARING WALL FVP - FLA r VALLEY PLATE (E) = EXISTING X SPAN= F� NUMBER OF STUDS IF APPLICABLE P3-76\`\ SIZE OF STLA OR OIMENSION OR SOL" POsr TYPE OF POST- P=POST, ✓'ACK, VC -VERSA COUXNN, LC-LALLY COLUMN HSS=HOLLOW STRUCTLWAL SECTION i 410 LALLY COLLM W1 SPRINGFIELDCAPAND NOTES.- BASE PLATE _. �. L ALL INDIVIDUAL LYLS ARE 13/4' THICK UNLESS NOTED OTHERWISE ON PLAN. Z. ALL RAFTER TO HIP OR VALLEY CONNECTIONS TO BE MADE W/ A MINUMW OF 6-120 NAIL S 4 'CONCRETE S ALL CEILING TO RAFTER CONNECTIONS TO BE MADE WITH A M/NIMW OF 8- W/ 6x6WI. 4xW1.4 WWF 4. 12D NAILS ALL RAFTER TO LVL RIDGE CONNECTIONS TO BE MADE WITH A MINIMW OF I INSU TION PER 6-12D NAILS EOSP AND A SINGLE SIMPSON A34 FRAMING ANGLE !&LESS 7f ARCH DWGS DETAILED OTHERWISE 5. PROVIDE SIMPSON H6 HURRICANE TIES CONNECTING EACH RAFTER TO —x—x—x—x—x — —x—x—x ST/NJ MWE BELOW. TIE TO BE PLACED OVER THE OUTSIDE WALL I DROP FOLMDA ruw WALL AT GARAGE 6. SHEATHING. BEAMS COMPRISED OF 3 LVLS OR MORE SHALL BE BOLTED TOGETHER WITH OPENING '. - . A M!N!M(lM OF 0- //2" D1A BOL TS AT /6'OC OR (3)-!/4 a SELF TAPPING LAG ......_ . SCREWS @I6.0C, L rERNA TING INSERTION SIDES. FOLLOW MANLFACTURERS 7. SPECIFICATIONS UVLESS NOTED OTHERWISE ON PLAN (2 SPAN) INDICATES A JOIST SYSTEM OR BEAM THAT IS CONTINUOUS OVER I AN IN TERMEDIA TE b I 8. HEADERS ARE AS F�OWS tAVLESS NOTED OTHERWISE.• I J-2x8 I I I I J6'rJ6 :r/8' PAD FOOT/NG I LALLY COL 5 3/9' =1, O,. �I I 1 I SECOND FLOOR DECK 4' SLAB SNEIF MAW IA'NM F \ �\ 1-2x8,'r 2-7x8PT • 4 '-O.00 FIRST FLDDR RIM BOARD FLOOR SHEATH/NG .116 fA FACE E a \ \ Z-1x8PT - !M1/Li DE GARAGE d EA CN FOLWDA rI S W/ GfOFOAM FACE fPS46. VOIDS GROUND a . SURFACE LVL CEDGER W/ -Y I' c oyo l-JO1sr bk /0" mlcK Z-5/8 E CONC V SCREWS @32" OC —R—•••--'-! / ✓O/Sl FOUNDA T/ WALL Gm.o .o _.._----- - G 0 G ABCA46 BASE — — — — — #4@24'OC W/ /-l/Z L T \\` l ?APT P..A'��T ANCHOR BQL......................._..__.___._._..... o —� ; ` #4@16'OC VER7. _ o B BO ; ao ao Bo 0 Z. @L'-0) TS .. S,IVIL,M-',04004'OC ��- - 4-#4 H0.41I /l 7/8' LVL LEDGERJ BACKJf7L�OVfERDIG OF .o fOSP LA° w' L - _ Exca va n6w WITH 10' rwE INSLLATION PER �.�-• w/ 1-U2 i cave. L _ SCREW @ 6 OC V U ~ ARCH DWGSCOMFACTED GRAVEL a H a ti O a 0 a • y 1 AFL'# E, BARROW See SPECS 04 024 86:� eNT� �4%"WALL EACH FACE pia �;LSi c� F "' m F • ib F € 2 MAIN NOOSE u.� LL=� BPT—r'y ry (, 5-#4 EOSP F BASEMENT � -��''��,�'" TH/CN f0U"/DAT/LW WALL NCONTINUOUS "CRETE SLAB / - 0" / "CONCQF =SLABw�LL- LLu --q W/ 6x6W1.4xW7.4 wWF d;uie E; iui a 9 a a FND WALL w1.4xW1.4 WWF _,�roBASEMENT SLAB �l2DEEP X 4'-0" WIDE FOOT/NGINSLLArIONPFaULATION PER o 3-04ARCH OwGS I 4'- 6" H DWGS TOP AND 040/1 KEYWAY Zx4 KEYWAY Borrow I STANDARD35 L #4 @77 Taw ` POO , G AND BOTTOM HOOK DOWEL B FOOTING 11 FOUNDATION WALL @ FULL HEIGHT FOUNDATION WALL @ CRAWL SPACE FOUNDATION SECTION @ GARAGE 1 1ST FLOOR FRAMING 4 3i9 I n^ 3 3/9-=,-0•1=0- i/16" =1=(7" 2x6 EXT WALL I/2" SHEATHING SIMPSON ZX8 Pr JOISTS BEYOND HANGER 2x8 PT PLATE W/ //2"E ANCHOR BOLTS 4-04 /0" WIDE FRONT GE fOf.V/DA TION WALL Drawing Notes: WEBB STRUCTURAL SERVICES, INC 670 MAIN STREET, READING, MA ZeroEnergy Design 156 Milk St, Ste 3 Boston, MA 02109 T. 617-720-5002 F. 866-201-3856 www.ZeroEnergy.com Residence for. MISHAUM POINT MISHAUM POINT DARTMOUTH, MA FIRST FLOOR Project number 15374 Date 03/16/16 scale As indicated S101 CANT, BEAM CANT. BEAN CANT. BEAM 9 1/2'LVL RIM — 9 2-9 //2' L VL 2-9 //27.YL h�{4 CANT. BEAM hV s c =t=9-ir22�vL- (Z-SPAN s c_ 4 CANT. BEAM BELOW CANT. BEAM - 'O2 •-- Z-9-1127 VL J �Q h�14 f C3 d� J-9 1/2' LVL BELOW TRANSOM (NOT SHOWN) t CONCEALED_f HANGER CANTILEVER BEAM ro ti 5-11 7/8' LVL NOTES __--------------------- -_ __________-______-__-__-_-_--____________-_---_-______-_- /. ALL INDIVIDUAL LVLS ARE / J!4' THICK IhVLESS NOTED OTHERWISE ON FLAN. 2. PROVIDE SIMPSON H6 HURRICANE TIES CONNECTING EACH RAFTER TO STRUCTURE BELOW. TIE TO BE PLACED OVER THE OUTSIDE WALL SHEATHING. 3. BEAMS COMPRISED OF 3 LVLS OR MORE SHALL BE BOLTED TOGETHER WITH A MINIMUM OF (2)- I/2' D/A BOL TS AT 16'OC OR (J)-1/4 a SELF TAPPING LAG SCREWS 016 OC, ALTERNATING INSERTION SIDES. FOLLOW MANLFACrwER S SPECIFIC.4 rIONS UVLESS NOTED OTHERWISE ON PLAN 4. (2 SPAN) 1NOICA TES A JOIST SYSTEM OR BEAM THAT IS CONTINUOUS OVER AN INTERMEDIATE SUPPORT. 5. HEADERS ARE AS FOLLOWS (MESS NOTED OTHERWISE.- b J-1X8 9 112- L W! jf 7 LEGEND SW = BEARING WALL FVP = FLAT VALLEY PLATE (E) - EXISTING X SPAN= ,E F NUMBER OF STUDS IF APPLICABLE PJ-26 SIZE OF SrLV OR DIMENSION OR SOL1D POST TYPE OF PoST., _POST, J=JACK VC=VERSA COLCMIN, LC-LALLY COLWN HS5=H0LLOW STRUCTURAL SECTION II II , LATERAL SYSTEM ro BOLNDARY l/ 7/8"A✓S25@!6'OC !D TYPE PLYWOOD NAILING T�u HOLD DOWN ROD CONC. EMBED 211 3 o St � 'ALL EXTERIOR WALLS ARE TO BE SWl• LNJLESS OTHERWISE NOTED m ® r SW/ FIELD SL T PANEL //1' DOURLE SIDE /0D@4' HOU511-SA?. �n 4' SLAB ON GRADE W/ 6X6 WL 4XW1.4 s s ¢ WWF r. �• m US ER 2-117/8 L `'a t I rs ^ YP p VL SHEARWALL NOTES.- ;� IDENTIFIES INTERIOR SHEARWALL BELOW s H G RI AI SK,� FRAMED LEVEL ALL EXTERIOR WALLS ARE Jm I. SHEARWALLS COMSTRUC'TION. Y tj DESIGNED TO BE SHEARWALES TYPE SW-1 --WEA THOL ING NS O E11Z'SIMPSON, SEE SFAPA RA , FOR UNC ESS NOTED OTHERWISE ON PLAN. /g7 VL _,S ) 2 CONNECTION /NFORMA TION ry 1 P';;'1 IDENTIFIES HOLODOWNS INSTALLED ALL PL YWOOD SEAMS IN A SHEARWALL SHALL ABOVE ABOVE THE FRAMED LEVEL WITH ROD HANGER v Q BE BLOCKED WITH DIMENSIONAL LUMBER OF L 7HE SAME SIZE AS WALL STUDS. �10./ EXTENDING TO FRAMING BELOW. REFER H 7/B-AJ525@l6OC I! 7 81 L �I-// 7/BZVL �� TO SHEARWALL NOTES AND DETAILS _ �{ J. REFER TO PLANS AM7 SECTIONS FOR STLD SIZES, 4 STUDS SHALL BE SPACED AT 16 INCHES ON IDENTIFIES HOLODOWNS JNSTACLED J F ---- = ti * CENTER (MESS N07ED OTHERWISE ON PLAN. �, 1 �{ 4. CARE SFIOI.CD BE TAKEN TO ADJUST NAIL GUN / BELOW THE FRAMED LEVEL WITH ROD = - _' _ _ c / EXTENDING 70 FRAMING ABOVE. REFER = (, ARL' SR- SO AS TO NOT OVER DRIVE NAILS -+ INTO PL YWOOD. NAIL HEADS SHOULD BE FLUSH j 00 TO SHEARWALL NOTES AND DETAILS f - - - - WITH PE YWOOD FACE. OVER DRIVING NAILS GREATLYREDUCESTHE EFFECTIVENESSOFTHE 2x8@16 OC SHEARWALL. T OW R 5. FOR FRAMING SIZES REFER TO FRAMING PLANS. i .o .off i tea. I`'c _ --------------- - Z`9 I/2" L lVL 3 r6 R EAVE —��- -..--- POST WHERE -- -• -�/�— SHEATHING J/4'PC YWOOO WEB I I SHEATHING BLOCKING ES 8'-0' 0[CLRS (SEE PLANI ZXSruO LONG (SEE PLAN) I ( ZXSTUD �2b @ 1610C /-JOIS7BLOCKING. 116'OC EXTEND SOC/O BLOCKING /l! FLYWOOO SHEATHING TF Q ?x PLATE ; FLOOR SN Ar POSTS _ OVER BEAM -- -- - - -- - -- -- - EATHfNG I i :: LVL BEAM ENGINEERED s� _ M BOARD 2ND FLOOR DECK RIM BOARD .... ...-._....._... .L_ .1_.-...__._.-< ..._ _•_.-� RN Ix A GINEER D 59 / 'L L B ARI G DOCBLE Zx DMELE ZX E �` WILL BO E I j I I I TOP PLATE „ TOP PLATE I j ` _sHEEr FU_L SHEET "I i< I I l O FLOOR UP TO FLOOR I _ ABov ABOVE--- _ --J.. _...._ -� ... .............. ......... .... _....... '._......... BLOCKING AT f.A7IST j - I ./O/ST 0 2 PoST LOCATIONS L VERT. 2X SQUASH is 1x ST(A @ l6'OC BLOCKS ES UNDE-7 PC'S*S BLOCK ALL PLYWOOD I, i WHERE OCCURS (SEE PI-AN)2X S7l.O SEAMS AND FASTEN W1TN TOP WALL AL TO LVL ABOVE 116, OC EDGE NAILING PER PLAN i8 W12 TIMSERLOKS080C PLYWOOD SEAM BEARING WALL PLYWOLID SEAM W/BLOCKING W/BLOO'IMVG EDGE NAIL ING SJS25@l6'OC �,V+_ -- �= SHEARWALLISND/CATOR,, SEE I CPLAN ' �t I( 2 TYPICAL I -JOIST FLOOR FRAMING 3/4" = 1 0" CONCEALED , ,6 c HANGER CANTILEVER BEAM 0 2ND FLOOR/LOW ROOF FRAMING PLAN 3/16" = V-0" SECTION BTW. HIGH AND LOW ROOF 4 3/4" = 1`-0" SIMPSON HOU PER PLAN EPDXY THREADED ROD INTO FOUNDATION THREADED ROD COLPLER AS REQUIRED LVL BLOCKING UVDER HOEDOWN POST I SET HOL DOWN OFF WALL PLATE ISr FLOOR DECK (FRAMING NOT SHOWN) EMBEDMENT DEPTH USING S/MPSON �? SET-XP ADHESIVE _ /2' FOGNOWTiON WALL (REINFORCEMENT NOT SHOWN) 1 SHEARWALL DETAIL 31 Drawing Notes: WEBB STRUCTURAL SERVICES, INC 670 MAIN STREET, READING, MA ZeroEnergy Design 156 Milk St, Ste 3 Boston, MA 02109 T.617-720-5002 F.866-201-3856 www.ZeroEnergy.com Residence for. MISHAUM POINT MISHAUM POINT DARTMOUTH,MA SECOND FLOOR / LOW ROOF Project number 15374 Date 03/16/16 Scale As indicated S102 CANT. LVL R/MBOARD ROOF FRAMING PLAN LEGEND BW = BEARING WALL FVP = FLAT VALLEY PLATE (E) = EXISTING X SPAN- 0ti k/ � E 0 �Q p�epS��aG t�P r NLMBER OF STUVS IF APPLICABLE PJ-?6 1 SIZE OF STLD OR DIMENSION OR SOLID POST TYPE OF POST. P=Posr, ✓=✓AcK, VC=VERSA COLUMN, LC LALLY COLUMN HSS=HOLLOW STRUCTURAL SECTION NOTES ------------ »»__»—»»»».»-»---- -------- ------------- AL L INDIVIDUAL LVLS ARE 1 J/4' THICK UNLESS NOTED OTHERWISE ON PLAN 1. PROVIDE SIMPSON H6 HURRICANE TIES CONNECTING EACH RAFTER TO STRLK•TLRF BELOW. r/E TO BE PLACED OVER THE OUTSIDE WALL SHEATHING. - J. BEAMS COMPRISED OF J LVLS OR MORE SHALL BE SOL TED TOGETHER W/TH A MINIMUM OF (Z)- 1/2' DIA BOLTS AT 16'OC OR (3X-I/4 a SELF TAPPING LAG SCREWS E/6 OC, AL TERNATING INSERTION SIDES FOLLOW MANUFACTURER'S SPECIFICATIONS LYJLESS NOTED OTHERWISE ON PLAN 6. (1 SPAN) INDICATES A JOIST SYSTEM OR BEAME:71;�/ AN INTERMEDIATE SLRPORT. S. HEADERS ARE AS FOLLOWS UNLESS NOTED OT _ — TOP OF PARAPET r, PLYWOOD 20' - 6" J SHEATHING, WOOD I -JOIST - (SEE ARCH FOR MATERIAL 900F/NG r--------------._...._ ................... _ -�--•-•----` _ ENGINEERED RIM -- - WEB BLOCKING 17' - 6' EA SIDE FL YWOOD SIMPSONH6 '� SHEATHING Zr EXTERIOR WALL SECTION L 3/4" =1-0" Drawing Notes: WEBB STRUCTURAL SERVICES, INC 670 MAIN STREET, READING, MA J i "'R. '.1- - J DANI'EL1 o mU. ZeroEnergy Design 156 Milk St, Ste 3 Boston, MA 02109 T. 617-720.5002 F. 866-201-3856 www.ZercEnergy.com Residence for. MISHAUM POINT MISHAUM POINT DARTMOUTH,MA HIGH ROOF Project number 15374 Date 03/16/16 Scale As indicated S103 RESIDENTIAL SECTION 2 - PROPERTY:OWNERSHIP/AUTHORIZED 2.1 Owner Record: VIN Name (punt) � NT i CAM od'R�-�0 t�A.(6% k o 5bq_ Z-0 Io Contact Address C> Phone Number 2.2 Authorized Agent: t�t� sk 32z (�a.1-1-(,,,,� ,�4 �rI �.o�s Name (punt) Contact Address Z Phone Number SECTION 3' - CONSTRUCTION SERVICES _ 3.1 Licensed Construction Supervisor/Specialty License: (AA& GSL- License Number: S - 01I 77 I Company Name/Contractor Name: > �,J C 4-w- � Address: 3 a�f !� � S �- (iJo��u�ro� n .�V crLLt-fiZ Expiration Date: Signature: Telephone: qK1 &O q 3 2 z -3�-- 3.2 Homeowner Exemption - One & Two Family Only Section 110.R5.1.3.1 Exception: FOR HOMEOWNERS WHO INTEND TO PERFORM AND BE RESPONSIBLE FOR THEIR OWN PROJECT 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 applying under this section sign below: Signature: Worker's Compensation Insurance Affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached: ®'v�e's ❑ No SECTION=::bESGRIPTtON Ot=.PROROSED 1NORK (Check :aII applicable) _ dDeck ITIlp-ool ❑ Repairs ❑ Alteration 13"Chimney/Fire lace ❑ Woodsto p ve/Pellet Stove M N6,N Construction* ❑ Accessory Bldg. ❑ Addition ❑ Roofing/SidingRoofing/Siding ❑ Replacement cement window/door(EnergY report required) (Shed/Garage) (Energy report required) No. of windows Doors El DEMOLITION (specify): Location of debris removal (per MGL C.40 Sec 54): 26umpster on site ❑ Dumpster On Street Facility Name:- �—{� Vl� l Location: vtAA *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 M Furnace (hot air) - fuel gas (natural or propane), fuel oil, electricity, other (specify): < ❑ Boiler (heating) - fuel gas (natural or propane), fuel oil, electricity, other (specify): RrHVAC (combined unit) - primary fuel, natural gas, propane, electricity, other (specify): /L ,-{ �Z^kytti L-e-�-n ,gyp ❑ Air conditioning - (separate unit) ---*— ❑ None of the above to be provided Q-Hot Water: Gas Electric j_ Fuel Oil Other Item Estimated Cost ($) to be completed by permit applicant 1. Building 000 2. Electrical 3. Plumbing �� a 4. Mechanical (HVAC) 4 o o U 5. Total +2+3+4) OI3o 600 SECTION 7A=OWNERAUTHORIZATION (fo be Ca�npteted ---hen owners agent or contractvr_app[�es #or buildinc (Please Print),��.. �� (*q2A , as Owner of the subject property hereby authorize to act on my be lf�in all matters relative to work authorized by this building permit application. Signature of)QZ7�per Signature of Owner/Authorized Agent Less Application Fee: $25.00 Total Permit Fee: $ % mg Other $ Amount $ Gross Area - New Construction total sq. ft. ,3 ? Gross Area - Alteration total sq. ft. Permit Issued to: V A a t c,1 R4 ` Z chi Cc� Date 3-Zv- 14, Date Remaining Balance: $ 6 271i-- � ��ttS _gyp-r�1•�' t' �I � ��/yt.t%t9 ��C��es c.t� � CJIc.�C�Cr�,��f� i S=0.02 FINISH GRADE --- % 10 TOP OF 12 � CHAMBER=33.1 MIN. 6" MIN. 3 SLOPE OR RETAINING WALL -11 5' OVERDIG \-BOTTOM OF 40 MIL H.D.P.E IMPERVIOUS BARRIER CHAM3ER=32.1 CONTACT. WESTPORT WIN WATER WORKS CO. 833 STATE ROAD, WESTPORT, MA (508) 646-1222 (OR APPROVED COMPARABLE SUBSTITUTE). BOTTOM OF EXCAVATION=27.0 �k IN ACCORDANCE WITH MOEP POLICY/SOP/GUIDELINE jBRP/DWM/WPeP/602-1 DATED 3/1/02 (www.state.ma.us/dep/brp/wwm/t5pubs.htm) IMPERVIOUS BARRIER WITH SIDE SLOPE* NOT TO SCALE LEGEND FINISH GRADE OVER TANK = 35.0 THREE (3) 20--INCH MANHOLES WITH REMOVABLE MIRAFI 140N FILTER FABRIC OR CAST IRON OR CONCRETE COVERS OF DURABLE MATERIAL APPROVED COMPARABLE SUBSTITUTE BUILT UP WITH CONCRETE RISERS 4" PERFORATED SDR 35 PVC PIPE FINISH GRADE AT TO WITHIN 6" OF GRADE THROUGH CHAMBERS HOUSE = 35.30 (3 10 CMR 15.228 (2)) 4" SOLID WALL FINISH GRADE ELEVATION PVC PIPE = 35.0-34.1 A TOP OF FOUNDATION ELEVATION= 36.0 (MINIMUM} 5' SLOPE = 2.� (MINIMUM) TOPSOIL AND SUBSOIL BACKFItt OVERDIG SLOPE = 1 � 07o 7-OUTLET 32.60 33.45 oaaaooaaa000000aa000aoa0000000 K33.00 H-�� CAP ALL ENDS 1,500 GAL BOTTOM OF CHAMBERS (BED) TO BE LEVEL; ELEVATION = 32.1 OF PERF. PIPES 33.25 REINFORCED 32.8 7 • ; , : ►, # SEPTIC TANK 32.70 LENGTH OF BED= 4 CULTEC CONTACTOR0100 CHAMBERS CLEAN CLEAN 32.60 COARSE 27.0* A COARSE LEVEL STABLE SAND BOTTOM OF EXCAVATION ELEVATION = o - BASE �.. HIGH WATER TABLE ELEVATION 28. 1 *6" MINIMUM INTO "C" LOAMY SAND HORIZON LEVEL STABLE BASE THAT HAS BEEN MECHANICALLY SOIL ABSORPTION SYSTEM NOTES: COMPACTED AND ONTO WHICH SIX (6) INCHES OF CRUSHED STONE HAS BEEN PLACED TO MINIMIZE UNEVEN SETTLING (310 CMR 15.228 (1)) 1. ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC TAPE OR A COMPARABLE MEANS IN ORDER TO LOCATE THEM ONCE BURIED (310 CMR 15.221) NOTE: MAINTAIN ELEVATION 33. f TOP OF PEASTONE 2. ALL SOIL ABSORPTION SYSTEMS SHALL HAVE A MINIMUM OF ONE INSPECTION PORT ( ) CONSISTING OF A PERFORATED FOUR INCH PIPE PLACED VERTICALLY DOWN INTO FOR A DISTANCE OF 15 FEET FROM SOIL SEPTIC SYSTEM PROFILE THE STONE TO THE NATURALLY OCCURING SOIL OR SAND FILL BELOW THE STONE. ABSORPTION SYSTEM IN ALL DIRECTIONS. THE PIPE SHALL BE CAPPED WITH A SCREW TYPE CAP AND ACCESSIBLE TO (310 CMR 15.255) NOT TO SCALE WITHIN THREE INCHES OF FINISH GRADE (310 CMR 15.240). rIN PROPERTY LINE - - -42 - - - EXISTING CONTOUR ij�3OD PROPOSED CONTOUR � TEST PIT CCDTI!` TA ill! l� DISTRIBUTION BOX ` - - CB-DH FD LIMIT OF FLOODZONE Ask 'S`° ono o ,n 5,33.65', T -34.75 BENCHMARK % � ►� � �-4 , / ,�ti TW=3 2.0 �2 8.0 cv 35.0+ UP OHU 32s #294 26ATW 42.0 [ \ 35.25 =46.0 + BOULDER GUEST / RETAKING WALL / COURT 45. 44.65 / / � ` �=47.5 / GRAS / / POOL LAWN 0. /FOO7ATH/ / AREA / / PLAT 73 LOT 25 PROPOSED� 1 5-BEDROOM WELL / o HOUSE ' GARAGE / 4. SLAB=46.2 TOP OF COASTAL BANK TOP O� / 1 0 ..._, _ CONTRACTOR TO INSTALL CO CRETE (LIMIT OF FLOOD ZONE) COASTA[� lot °- MANHOLE CONE -TOP W/ FRAME & BANK � � COVER FLUSH TO GARAGE SLAB tv / 0 +35.0 a? 3209 CRAWL SPACE +45.5 \ ZONE VE / --� = 33.1 ! ` ` \ 3.1 10' (ELEV.25 ) / ZONE X T CRUSHED STONE / / } 35.25 6.0 AUTOCOURT / TP 1 2 ENTRY GARDEN / 3 .1 \ GRADING BY OTHERS t 4 5 21' S' OVERDIG = '� o L LIMIT OF WORK 0 (4eC-R FD L► a f Vly ter- CB-DH/FD NOTES: 1. THERE ARE NO WELLS WITHIN 200 FEET OF THE SOIL ABSORPTION SYSTEM OTHER THAN THE EXISTING WELLS ON THIS PLAN. 2. CONTRACTOR SHALL COMPACT THE EARTH AND PLACE A PATIO I HOUSE I I GARAGE BLOCK DENEATH ANY 45 BENDS TO SUPPORT THE SEWER PIPE. IfF 152 3. LANDSCAPE DESIGN, INCLUDING YARD DRAINS, TO BE PROVIDED BY SOREN DENIORD DESIGN STUDIO, PORTLAND MAINE (207-400-2450) BENCHMARKS: (NAVD88) 1. CUT NAIL IN UTILITY POLE #264/26 LOCATED ALONG MISHAUM POINT ROAD ELEVATION = 49.86 2. CUT NAIL IN UTILITY POLE #264/26A LOCATED ON LOCUS LOT. 20 0 10 20 40 ELEVATION = 44.89 3. CHISEL SQUARE ON CONCRETE FOUNDATION OF THE BULKHEAD FOR HOUSE #148. SCALE IN FEET ELEVATION = 34.14 FINISH GRADE • _ - 4" INLET 7-OUTLET + + + SET 00 STABLE BASEL(6" g H-20 ; ' COMPACTED GRAVEL i ' , , OR COMPARABLE) DISTRIBUTION BOX DETAIL NOT TO SCALE I� BENCHMARK � UP / 11294/26 THERE SHALL BE AN AIR SPACE CAST IRON OR CONCRETE COVER SHALL BE BROUGHT TO GRADE OF AT LEAST 3" BETWEEN THE WITH CONCRETE RISER OVER THE OUTLET TEE FILTER TOPS OF THE TEES AND THE (310 CMR 15.227 (7)) AND TO WITHIN 6-INCHES OF GRADE BOTTOM OF THE COVERS. OVER THE OTHER TWO COVERS (310 CMR 15.228 (2)). 6" MAX. 3" MIN. 13" 1,500 GALLON PRECAST TANK L ' 6" 4" PVC 10 14 4" PVC INLET MIN. w OUTLET PROVIDE GAS BAFFLE (310 CMR 15.227 (4)) SET ON LEVEL & STABLE BASE (6" COMPACTED GRAVEL OR COMPARABLE) SEPTIC TANK DETAIL NOT TO SCALE TEST PIT LOG DATE OF TEST.- 06LO9115 DATE OF SOIL EVALUATION: 06/09/15 INSPECTOR COURTNEY COHEN, DBOH AGENT PERFORMED BY.- ALAN J. HEUREUX, PE 0" TEST PIT 11 31.5 0" TEST PIT 12 33.0 WATER TABLE. 63" WATER TABLE. 59" BOTTOM OF PERC HOLE.• 56" PERC. RATE.- 12 MIN/!N FILL. 24" 29.5 A SANDY LOAM 10 YR 3ji 30" CRUMB 29.0 B SANY LOAM 10 YR 5/6 FRIABLE 52" 27.2 C LOAMY SAND 2.5 Y 5/3 FIRM MOTTLES � 63" 10 YR 6/2 10 YR 5/6 120" 21.5 FILL 2i' 31.3 A SANDY LOAM 10 YR 3/1 27'' CRUMB 30.8 B SANY LOAM 10 YR 5/6 FRIABLE 52" 28.7 C LOAMY SAND 2.5 Y 5/3 FIRM MOTTLES ©59" 10 YR 6/2 10 YR 5/6 120" 23.0 4" PERFORATED SDR 35 PVC PIPE CULTEC CONTACTOR 0 100 MIRAFI 140N FILTER FABRIC OR (STANDARD DUTY) APPROVED COMPARABLE SUBSTITUTE TO BE DRAPED DIRECTLY OVER THE CLEAN COURSE SAND CONTACTORS fit III III BACKFILLI ii={T_I=111=1(f I I I 1=1 11=1 I 12" MIN. 32.6 32.1 1- CLEAN COARSE- I-1 I I, I I ,1 I I,T I ITI I a=1 11=1 11_I Li: , I i �, ;, �. i� I � -r I -, I i-I , 5 OVERDIG 3 5 OVERDIG 21 SECTION A -A THROUGH LEACHING CHAMBERS LEACHING CHAMBERS NOT TO SCALE A� GENERAL NOTES- 1 -� �- BOARD OF HEALTH STAMPS: 1.) THIS SYSTEM SHALL BE INSPECTED WHEN THE LEACHING GROUT SHALL BE USED AT ALL POINTS WHERE PIPES ENTER N Q AREA IS FULLY EXCAVATED, WHEN ALL COMPONENTS ARE IN EXIT ALL CONCRETE STRUCTURES TO PROVIDE A WATERTIGHT Q PLACE AND AGAIN AFTER FINAL COVER TO GRADE IS COMPLETE. SEAL. THE CONTRACTOR SHALL NOTIFY THE LOCAL BOARD OF HEALTH 0 AND THE ENGINEER A MINIMUM OF 24 HOURS IN ADVANCE OF 10.) ALL SHIPLAP JOINTS IN THE SEPTIC TANK SHALL BE SEALED ANY REQUIRED INSPECTIONS. WITH NEOPRENE GASKETS OR ASPHALT CEMENT. 2. ALL BASE AGGREGATE FOR LEACHING STRUCTURES SHALL 11.) ALL PVC PIPE USED SHALL MEET ASTM D 3034-73 SDR 35 C NSIST OF CLEAN COARSE SAND. AND 310 CMR 15.251(5) EXCEPT INLET AND OUTLET TEES WHICH �(BX SHALL BE SCHEDULE 40 PVC. 3.) ELEVATIONS FOR THE SYSTEM ARE BASED ON THE DATUM F.....,, SHOWN. 12.) SOME MANHOLE LOCATIONS SHOWN ON THE PRECAST CONCRETE STRUCTURES MAY NOT BE STANDARD LOCATIONS AND 4. THE CONTRACTOR SHALL NOT ALLOW ANY HEAVY MUST BE SPECIALLY ORDERED AS SUCH FROM THE SUPPLIER. Q EQUIPMENT TO BE OPERATED OVER THE LIMITS OF THE SEWAGE BOARD OF HEALTH STAMPS: DISPOSAL SYSTEM DURING CONSTRUCTION OF THE SYSTEM. 13.) THE CONTRACTOR SHALL EXCAVATE ALL UNSUITABLE n MATERIAL IN THE LEACHING AREA SHOWN ON THE PLAN AND 5.) NO FIELD MODIFICATIONS SHALL BE MADE TO THE SYSTEM BACKFILL WITH CLEAN GRAVEL OR COARSE SAND 310 CMR � WITHOUT PRIOR WRITTEN APPROVAL FROM THE ENGINEER AND 15.255 (3)}. THE TOWN BOARD OF HEALTH. 14.) A CERTIFICATE OF COMPLIANCE AS REQUIRED BY TITLE V. 6.) UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS BE INSTALLED IN ACCORDANCE WITH THE CURRENT 310 CMR 15.021, MUST BE OBTAINED BY THE CONTRACTOR � k SHALL UPON COMPLETION OF THE WORK. IF AN "AS -BUILT" PLAN IS EDITION OF TITLE V OF THE STATE ENVIRONMENTAL CODE AND APPLICABLE TOWN REGULATIONS. REQUIRED DUE TO THE CONTRACTOR DEVIATING FROM THESE " PLANS, THE COST OF SAID AS -BUILT PLAN SHALL BE PAID FOR �7. Q 7.) AT ALL POINTS OF INTERSECTION OF WATER LINES AND BY THE CONTRACTOR. _ SEWER LINES, MECHANICAL JOINT CAST IRON PIPE SHALL BE 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING . INSTALLED FOR BOTH LINES FOR 10 ON EITHER SIDE OF :THE THE ACTUAL LOCATION OF ANY EXISTING UTILITIES SHOWN ON STAMP OF P.E. INTERSECTION POINT. THIS PLAN. 8. THE PRECAST CONCRETE SEPTIC SYSTEM COMPONENTS ) 16. THIS SEPTIC SYSTEM IS NOT DESIGNED FOR THE USE OF A SHALL BE MANUFACTURED BY BRISTOL COUNTY PRECAST, INC., WESTPORT, MA OR AN APPROVED COMPARABLE. SUBSTITUTE. GARBAGE DISPOSAL UNIT. = { SEPTIC SYSTEM COMPONENTS SEPTIC TANK. USE A 1,500 GAL. TANK AS MANUFACTURED BY BRISTOL COUNTY PRECAST, INC., WESTPORT, MA OR APPROVED COMPARABLE SUBSTITUTE. DISTRIBUTION BOX. USE A 7 OUTLET H-20 DISTRIBUTION BOX AS MANUFACTURED BY BRISTOL COUNTY PRECAST, INC., WESTPORT, MA OR APPROVED COMPARABLE SUBSTITUTE. (D. B.O.H. SECTION 15.232) 17.) IT IS RECOMMENDED THAT THE SEPTIC TANK BE PUMPED ALAN J. HE REUX, P.E. D E � OUT AT LEAST ONCE EVERY THREE YEARS. ` THIS PLAN SHALL N07 BE VALID UNLESS THE SIGNATURE OF THE ABOVE NAMED PERSON IS AN ORIGINAL SIGNATURE AND LOCAL UPGRADE APPROVAL WAIVER: THE PROFESSIONAL SEAL APPEARS IN RED INK. SECTION DESCRIPTION SUBSURFACE SEWAGE DISPOSAL SYSTEM 310 CMR 15.405(f) REDUCTION OF SOIL ABSORPTION SYSTEM SETBACK FROM A COASTAL BANK FROM 50 FEET TO 45 FEET. SITE LOCATION: 148 MISHUAM POINT ROAD OWNER: JEFFREY &MOLLY GOODMAN 148 MISHAUM POINT RD DARTMOUTH MA N0. DATE REVISION BY PLAT: 7 LOT: 25 1. 10/20/15 DBOH COMMENTS A.Q.H. DATE: 09/10/2015 2. 11/13/15 LEACBANK;NG HOUSE 51 FOUNDATION ROM COASTAL A.J.H. Boucher 8c Heureu-x,,,___ Inc. 3. 12/09/15 DBOH COMMENTS A.J.H. CIVIL ENGINEERS � LAND SURVEYORS DRANNBY T.M.G. �f£T I OF 1 648 AMERICAN LEGION HIGHWAY, SUITE ONE A.J.H. WESTPORT, MASSACHUSETTS 02790 OESYGNEDBY DRAWINGN0.:3�5�-0�_SS�S teL (508) 636-5905 -fax. (508) 636-2477 ,Ioe NO.: 3151-0 i COPYRIGHT® 2015 BOUCHER & HEUREUX, INC. FINISH GRADE 5=0.02 -- / 10 70P OF 1 2 CHAMBER=33.1 MIN- 6" MIN. 3 i,SLOPE OR RETAINING WALL 5' OVERDIG BOTTOM OF 40 MIL H.D.P.E IMPERVIOUS &1RRIER CHAMBER=32.1 CONTACT: WESTPORT WIN WATER WORKS CO. 833 STATE ROAD, WESTPORT, MA (508) 646-1222 (OR APPROVED COMPARABLE SUBSTITUTE). BOTTOM 0� EXCAVA710N=27.0 �k IN ACCORDANCE WITH MDEP POLICY/SOP/GUIDELINE �/BRP/DWM/WPeP/G02-1 DATED 3/1/02 (www.state.ma.us/dep/brp/wwm/t5pubs.htm) IMPERVIOUS BARRIER WITH SIDE SLOPE* N07 TO SCALE I SCALE: I =1,uuu r I LEGEND BUILDING DEPARTMENTS NOTES: FINISH GRADE OVER M1R4Fl 140N FILTER FABRIC OR TANK = 3_ THREE (3) 20-INCH MANHOLES WITH REMOVABLE APPROVED COMPARABLE SUBSTITUTE CAST IRON OR CONCRETE COVERS OF DUR48LE MATERIAL 4" PERFORATED SDR 35 PVC PIPE BUILT UP WITH CONCRETE RISERS FINISH GRADE AT TO WITHIN 6" OF GRADE THROUGH CHAMBERS HOUSE = 35.0 (310 CMR 15.228 (2)) 4" SOLID WALL FINISH GRADE ELEVATION A 5-BEDROOM PVC PIPE 35.0-34.3 DWELLING 5 (MINIMUM) TOPSOIL AND SUBSOIL BACKFILL I SLOPE = 2Z (MINIMUM) OVERDIG SLOPE = 1% 07- 7-OUTLET 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 32.60 33.45 73,.00 H-20 CAP ALL ENDS 1,500 GAL BOTTOM OF CHAMBERS (BED} TO BE LEVEL; ELEVATION = 32.1 OF PERF. PIPES 33.25 REINFORCED 32.87 : ► • • '. ' SEPTIC TANK 32.70 LENGTH OF BED= 4 CULTEC CONTACTOR0100 CHAMBERS CLEAN A CLEAN LEVEL STABLE 32.60 COARSE BOTTOM OF EXCAVATION ELEVATION- 27,0* CSANOE . r ' � ` o � � ► ' ' ► BASE L_SAND xlcH WATER TABLE ELEvaTioN8,1 *6" MINIMUM INTO "C" LOAMY SAND HORIZON LEVEL STABLE BASE THAT HAS BEEN MECHANICALLY . coMPAcTED AND ONTO WHICH SIX (6) INCHES OF SOIL ABSORPTION SYSTEM CITES CRUSHED STONE HAS BEEN PLACED TO MINIMIZE UNEVEN SETTLING (31O CMR 15.228 (1)) 1. ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC TAPE OR A COMPARABLE MEANS IN ORDER TO LOCATE THEM ONCE BURIED (310 CMR 15.221) NOTE: 2. ALL SOIL ABSORPTION SYSTEMS SHALL HAVE A MINIMUM OF ONE INSPECTION PORT MAINTAIN ELEVATION 33.1 (TOP OF PEASTONE) CONSISTING OF A PERFORATED FOUR INCH PIPE PLACED VERTICALLY DOWN INTO FOR A DISTANCE OF 15 FEET FROM SOIL SEPTIC SYSTEM PROFILE THE STONESTO THE HALL BE CAPPED NATURALLY OCCURING SCREWOIL ORCSA D FILL ACCESSIBLE B EHE STONE. ABSORPTION SYSTEM IN ALL DIRECTIONS. THE PIPE TYPE (310 CMR 15.255) NOT TO SCALE WITHIN . THREE INCHES OF FINISH GRADE _ (310 CMR 15.240). SUBDIVISION OR ANR PLAN: NONE CBSN CATCH BASIN PROPERTY LINE (SEE NOTE #4) SINGLE RESIDENCE B ZONING DISTRICT: SIN AQUIFER DISTRICT ZONE: NO DS DOWN SPOUT -- - 42 - -- EXISTING CONTOUR F.I.R.M. ZONE VE & X, MAP #25005CO489F DATED 7/7/09 SPECIAL PERMIT AND/OR VARIANCES: NONE RC RAIN CHAIN 30 PROPOSED CONTOUR . (SEE NOTE #5) COVENANT REQUIREMENTS: NONE i OVERALL STRUCTURE HEIGHT: 35 FT. MAXIMUM -- D 8" ADS PIPE ® TEST PIT IMPERVIOUS LOT COVERAGE: EXISTING PROPOSED 3.8% 10.1 % RD 6" SDR 35 PVC PIPE o 0 o SEPTIC TANK SILT FENCE EROSION ❑ - DISTRIBUTION BOX BURIED NORWESCO MODEL OR 35 PVC ROOF DRAIN) #41330, 1,700 GALLON CISTERN (SEE NOTE #6) 700 GALLON CISTERN „ BURIED NORWESCO MODEL #41330 1, FINISH GRADE • _ ':OU :LE - 0 4" INLET ��7- LT `:J SET ON LEVEL STABLE BASE (6" " 1 COMPACTED GRAVEL OR COMPARABLE) DISTRIBUTION BOX DETAIL THERE SHALL BE AN AIR SPACE CAST IRON OR CONCRETE COVER SHALL BE BROUGHT TO GRADE OF AT LEAST 3 BETWEEN THE WITH CONCRETE RISER OVER THE OUTLET TEE FILTER TOPS OF THE TEES AND THE (310 CMR 15.227 (7)) AND TO WITHIN 6-INCHES OF GRADE BOTTOM OF THE COVERS. OVER THE OTHER TWO COVERS (310 CMR 15.228 (2)). 6" MAX. 3" MIN. 3 1,500 GALLON PRECAST TANK 6" 4 PVC MIN. 14 4 PVC INLET J OUTLET • ZW TEST PIT LOG. DATE OF TEST.-. OY09115 DATE OF SOIL EVALUATION, 06 09 15 INSPECTOR COURTNEY COHEN, DBOH AGENT _ PERFORMED BY. ALAN J. HEUREUX, PE 0" TEST PIT 11 31.5 0" TEST PIT 12 33.0 WATER TABLE: 63" WATER 'TABLE: 59" BOTTOM OF PERC HOLE: 56" PERC. RATE. 12 MIN/IN _ FILL 24" 29.5 A SANDY LOAM 10 YR 3/1 30" ' CRUMB 29.0 B SANY LOAM 10 YR 5/6 FRIABLE 52" � 27.2 C LOAMY SAND _ 2.5 Y 5/3 FIRM MOTTLES C� 63" 10= YR 6/2 10 YR 5/6 120" 21.5 ' . FILL 2j' 31.3 A SANDY LOAM 10 YR 3/i CRUMB 27" 30.8 . B SANY LOAM 10 YR 5/6 FRIABLE 52„ 28.7 � LOAMY SAND 2.5 Y 5/3 FIRM MOTTLES � 59" 10 YR 6/2 10 YR 5/6 120" 23.0 4" PERFORATED SDR 35 PVC PIPE dULTEC CONTACTOR0100 MIRAFI 140N FILTER FABRIC OR (STANDARD DUTY) APPROVED COMPARABLE SUBSTITUTE CLEAN COURSE SAND TO BE DRAPED DIRECTLY OVER THE CONTACTORS ; BACKFILLI-1 I I-1 11=1 I I-�I I I-1 I I I I I I 1=1 11-1 I 12" MIN. INV. IN = 28.25 (6 S CBSN (GRATE 113007) SEE NOTE 6 I o CONTROL BARRIER ( #) 32.6 LIMIT OF RIM=34.5f _. 5 6 SDR 35 PVC ROOF DRAIN c 32.1 = _ _ _ _ _ _ _ _ _ - - - - - - - - - R POOL EQUIPMENT INV. IN 41.2 ) _ - FLOODZONE 5 x9 CONCRETE PAD FO INV.=30.75 d' _, PROVIDE GAS BAFFLE: CB DH FD -- CLEAN COARSE SAND= -- -- N -P ► IJ I I=1 I (. 111= (I 1=�) I-1 I I -III -I ll IJ , , , i i=i i ► Ti I I (I =III IT! p w .P �. (310 CMR 15.227 (4)) 5' OVERDIG 3' � 5' OVERDIG ,.; ` 21' 5/33.65 , � _ � INV.=25.Of =34.3 B CHMARK / #2 ( BENCHMARK UP SECTION A -A THROUGH LEACHING CHAMBERS 20' / / 8" 35.0 TW=38.0 �42.0--35.O TW=42.0 / DH FD / 1 294 26 SET ON LEVEL & STABLE BASE (6" COMPACTED GRAVEL OR COMPARABLE) LEACHING CHAMBERS � S� STONE _ / ADS PIPE ®7.7% ; _ �_ D o 35.0 8" ADS PIPE r�2% UP OHU ---� Y-TEE (TYP. ,� ,: � SEPTIC TANK DETAIL .=30 `moo GUEST COURT , NOT TO SCALE NOT TO SCALE cv 32.9 _ .. - o ` / / I CBSN (GRATE #13007) OOL FENCE SCREEN I ` RIM=34.5f ` �� GENERAL NOTES PORCHINV.=31.35 .... L_olu 35.0 - BOARD OF HEALTH STAMPS: / 34•3 35.0 _ - - - - Y-TEE 1. THIS SYSTEM SHALL BE INSPECTED WHEN THE LEACHING 9.) GROUT SHALL BE USED AT ALL POINTS WHERE PIPES ENTER / PLAT % I 1 ) EXCAVATED, WHEN ALL COMPONENTS ARE IN OR EXIT ALL CONCRETE STRUCTURES TO PROVIDE A WATERTIGHT GRASS 1 AREA IS .FULLY EXC , �2% Q ER FINAL COVER TO GRADE IS COMPLETE. SEAL. FOOTPATH LOT 24 o I .16 Q 45.0 PLACE AND AGAIN AFT N I J I m THE CONTRACTOR SHALL NOTIFY THE LOCAL BOARD OF HEALTH / OP OF b` AND THE ENGINEER A MINIMUM OF 24 HOURS IN ADVANCE OF 10.) ALL SHIP LAP `JOINTS IN THE SEPTIC TANK SHALL EE SEALED / I T ® PROPOSED I GARAGE N �, COASTAL POOL LAWN o � . ANY REQUIRED INSPECTIONS. WITH ..NEOPRENE GASKETS OR. ASPHALT CEMENT. . AREA oc i 5-BEDROOM HOUSE SLAB=46.2 WELL o o BANK FFE=35.5 � � OR LEACHING STRUCTURES SHALL 11 ALL PVC PIPE USED SHALL MEET ASTM D 3034-73 SDR 35 / 2. ALL BASE AGGREGATE F ) 35.0 CRUSH D STONE } ) 15.251 5 EXCEPT INLET AND OUTLET TEES WHICH I � CONSIST OF CLEAN COARSE SAND AND 310 CMR ( ) Y-TEE TYP. AUTOCOURT � � � ( ) _ _ _. I MBX SHALL BE SCHEDULE 40 PVC. I 10 - - - - - - r' E SYSTEM ARE BASED ON THE DATUM - _. _.. � 3. ELEVATIONS FOR THE S / t _ NV.=42f 1PRECAST / DIG - O CBSN (GRAM #12707) + SHOWN. 12. SOME ,MANHOLE LOCATIONS SHOWN ON THE 5 OVER +35.0 I o _ DS N TOP OF COASTAL BANK '�S 0 I RIM=34.5f LIMIT OF WORK 0.? CONCRETE STRUCTURES MAY NOT BE STANDARD LOCATIONS AND LIMIT OF FLOOD ZONE) \ INV =31.4 0 4. - THE CONTRACTOR SHALL NOT ALLOW ANY HEAVY - MUST BE SPECIALLY ORDERED AS SUCH FROM THE SUPPLIER. ( _ CRAWL SPACE w CO CTOR T4 INSTALL CONCRETE I OPERATED OVER THE LIMITS OF THE SEWAGE BOARD OF HEALTH STAMPS:' 35.0 ® EQUIPMENT TO BE % ZONE X 0 SLAB=33.1 + MANHOLE CONE -MP W FRAME & \ CONSTRUCTION OF THE SYSTEM. E CONTRACTOR SHALL EXCAVATE ALL UNSUITABLE 10 COVER FLUSH TO GARAGE APRON 0 DISPOSAL SYSTEM DURING 13. TH I a MATERIAL IN: THE LEACHING AREA. SHOWN ON THE PLAN AND ZONE VE / I ` v, 5. NO FIELD MODIFICATIONS SHALL BE MADE TO THE SYSTEM BACKFILL WITH CLEAN GRAVEL OR COARSE SAND (310 , CMR ELEV. 25 I o J .O \ ) PRIOR WRITTEN APPROVAL FROM THE ENGINEER AND ( ) Q - WITHOUT 15.255 3 TP 1 I RC ENTRY GARDEN L2X O)> THE TOWN BOARD 4F HEALTH. ` I GRADING BY OTHERS 45.0 / r 14. A CERTIFICATE" OF COMPLIANCE AS REQUIRED BY TITLE V. r- COVERED ` % ALL SYSTEM COMPONENTS ) CONTRACTOR I I INV.32f 6. UNLESS OTHERWISE NOTED, A 3 t 0 CMR t 5.021 MUST BE OBTAINED BY THE / 32.9 "' DECK I H SHALL BE INSTALLED IN ACCORDANCE WITH THE CURRENT � "AS - BUILT" p � i o % 1 S A UPON COMPLETION OF THE WORK. IF AN AS BUILT ,LAN IS . �. INV.31 f I .� EDITION OF TITLE V OF. THE STATE ENVIRONMENTAL CODE AND / REQUIRED DUE TO THE CONTRACTOR DEVIATING FROM THESE APPLICABLE TOWN REGULATIONS. " _ „ � 2 � f , PLANS, THE COST OF SAID AS BUILT PLAN SHALL BE PAID FOR , D S (GRATE i BY THE CONTRACTOR. p,CK 34.3 �---._ RD C�2� CBSN GATE #12707) p' S�8 V.=27.8f RIM-34.�� f / , 7. _ Z IN \ _ ( � 'Q AT ALL POINTS OF INTERSECTION OF WATER LINES AND I 1 = 21 N INV.-30.75 © SEWER LINES, MECHANICAL JOINT CAST IRON PIPE SHALL BE \ �1 34.3 35.0 35.0 -•--_ © F THE 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING \ INSTALLED FOR BOTH LINES FOR 10 ON EITHER SIDE 0 THE ACTUAL LOCATION OF ANY EXISTING UTILITIES SHOWN ON STAMP OF P.E. STONE -- � „ II / r ^ _ \ \ 8 AD l INTERSECTION POINT. THIS PLAN. \ 1 S PIP @3q o 1 0 l \ , C-R FD w \ POOL FENCE 8. THE PRECAST CONCRETE SEPTIC SYSTEM COMPONENTS \ \ N I ) 16.) THIS SEPTIC SYSTEM IS NOT DESIGNED FOR THE USE OF A 4f � l SHALL BE MANUFACTURED BY BRISTOL COUNTY PRECAST, INC.,GARBAGE �, DISPOSAL' UNIT..x L SUBSTITUTE. 216.34 I WESTPORT, MA OR AN APPROVED COMPARAB E w00 �.\,`, AROUND G, I IMPERMEABLE 'BARRIER" �\ Q' cn r, 0 17. IT IS RECOMMENDED THAT THE SEPTIC TANK BE PUMPED ALAN J. H REUX, P.E. 1?A E �� ry� ,�. � �;-� �• `�;4 WESTERLY SOUTHERLY, AND EASTERLY MANHOLE -P \ 0 AT LEAST ONCE EVERY THREE YEARS. SIDE OF THE EXCAVATION RM-35.5f \ - I THIS PLAN SHALL NOT BE VALID UNLESS THE SIGNATURE OF ° j =1 IN14=29.85 ` • • (PMVC0� MN 2 ) LOCAL UPGRADE APPROVAL WAIVER. THE ABOVE NAMED PERSON IS AN ORIGINAL SIGNATURE AND NOTES. / CB-DH/FD THE PROFESSIONAL SEAL APPEARS 1N RED INK. t 1. THERE ARE NO WELLS WITHIN 200 FEET OF THE SOIL ABSORPTION SYSTEM OTHER SECTION DESCRIPTION EXISTING WELLS ON THIS PLAN. THE EX 15.405 f REDUCTION OF SOIL ABSORPTION SYSTEM SETBACK FROM� SYSTEM THAN 310 CMRO SAL OSUBSUR.FACE,SE WA G ED ISPHEATH ANY A COASTAL BANK FROM 50 FEET TO 45 FEET. 2. CONTRACTOR SHALL COMPACT THE EARTH AND PLACE A PATIO BLOCK DE 45 BENDS TO SUPPORT THE SEWE R AND ROOF DRAIN PIPES. _ N0. DATE � REVISION BY , SITE LOCATION. 148 MISNUAM POINT. ROAD . _ S TO BE HOUSE GARAGE INCLUDING GRADING AND LOCATIONS OF LOW POINTS, 3. LANDS CAPE DESIGN IN 1. 110120115 DBOH COMMENTS A.J.H. -2450 D MAINE 207-400#152OWNER: JEFFREY & MOLLY GOODMAN PROVID ED BY SOREN DENIORD DESIGN STUDIO, PORTLAN ( ) IS AUM. POINT RD S L 148 M H 4. STORM WATER DRAINAGE STRUCTURES ARE TO BE 2-FOOT DIAMETER CONCRETE RISERS MANUFACTURED BY BRISTOL COUNTY PRECAST, 508-678-4666, WESTPORT MA; AND USE GENERAL FOUNDRIES INC. ITEMS, #13307 FLAT GRATE, #12707 DOME GRATE, 12437 MANHOLE COVER; OR APPROVED COMPARABLE SUBSTITUTE. 5. N CHAIN RC PROVIDED BY OTHERS, TO BE INSTALLED ABOVE THE 6" ROOF BENCHMARKS:. (NAVD88) bRAIN RISER PIPE WITH NDS MODEL #50, 6" ROUND GRATE CAP OR APPROVED COMPARABLE SUBSTITUTE. 1. CUT NAIL IN UTILITY POLE #2f4/26 LOCATED ALONG MISHAUM POINT ROAD ELEVATION = 49.86 6. CISTERNS TO BE INSTALLED ACCORDING TO MANUFACTURER (NORWESCO) SPECIFICATIONS WITH AN OVERFLOW PIPE TO "DAYLIGHT" OR A "POP. -UP" DRAIN. 2. CUT NAIL IN UTILITY POLE #2i4/26A LOCATED ON LOCUS LOT. ELEVATION 44.89 20 0 10 20 40 3. CHISEL SQUARE ON CONCRETE FOUNDATION OF THE BULKHEAD FOR HOUSE #148. ELEVATION = 34.14 grAl F IN FEET 2. i1/13/15 ��nnw o�u �i rcci rRvin �vn�in� BANK; HOUSE FOUNDATION A.J.H. DARTMOUTH MA - 3. 12/09/15 'DBOH COMMENTS A.J.H. PLAT: 7 LOT: 24 , ; . DATE: 09/10/2015 ' 4. 04/19/16 HOUSE ROTATION/AUTOCOURT FOR CONSTRUCTION STAKE -OUT A.J.H. reuxI nc. � � � Heu, 5. 06/01/ � 6 ROOF DRAINS, CISTERNS &CATCH BASINS; POOL &EQUIP. PAD; POOL A.J.H. O � v � � : FENCE & E.c.a. CIVIL ENGINEERS LAND SURVEYORS �A�B� T.M.G. �,1 of 1 648 AMERICAN LEGION HIGHWAY, SUITE ONE WESTPORT, MASSACHUSETTS 02790 a.J.H. DfSYCNED BY.• DRAWING NO.: 3151-0�_SSDS tel. (508) 636-5905 - fax. (508) 636-2477 z 1 91 _n 1 __....�...... ^^. A /1A11N lr% s_ 1lrl M1fM IV 7okV\ Lai 0w i UN 0 7 201 BENCHMARK: (NAVD88) SCALE: 1 = 30' CUT NAIL IN UTILITY POLE #264/26A LOCATED ON LOCUS LOT. 30 0 15 30 60 ELEVATION = 44.89 NO.41246 �FEssiFo�`* Ire A ! MARK A. BOUCHER, P.L.S. . ATE MA REG. NO. 41246 JUN 0 7 2016 FO U N-ATION A- BUILT PLAN PLAT 7, LOT 24 ,,-1 48 MISHAUM POINT ROAD DARTMOUTH-MASSACHUSETTS Y SCALE: 1"=30' DATE: J U N E 7, 2016 PREPARED FOR JEFFREY & MOLLY GOODMAN PREPARED BY 'BOUCHER & HEUREUX, INC. CIVIL/ENVIRONMENTAL ENGINEERS, SCIENTISTS LAND SURVEYORS AND PLANNERS 648 AMERICAN LEGION HIGHWAY, SUITE 1, WESTPORT, MASSACHUSETTS 02790 TEL:508-636-5905 FAX:508-636-2477 FILE: 3151-01-FDN-ASBLT.dwg BUILDING DEPARTMENTS NOTES: SUBDIVISION OR ANR PLAN: NONE ZONING DISTRICT: SINGLE RESIDENCE B AQUIFER DISTRICT ZONE: NO F.I.R.M. ZONE VE & X, MAP #25005CO489F DATED 7/7/09 SPECIAL PERMIT AND/OR VARIANCES: NONE COVENANT REQUIREMENTS: NONE OVERALL STRUCTURE HEIGHT: 35 FT. MAXIMUM IMPERVIOUS LOT COVERAGE: EXISTING PROPOSED 3.8% 10.1 % SILT FENCE EROSION In 2O' SETBACK --7---- GRASS PLC OOTPATH , LOl TOP OF COASTAL BANK (LIMIT OF FLOOD ZONE) v ZONE /VE I (EID. 25) / / / 1 \ �s FINISH GRADE S-o.oz _ r 10 70P OF 12-�� CHAMBER=33.1 MIN. 6" MIN. 3; SLOPE OR RETAINING WALL 5� OVERDIG BOTTOM OF OF 40 MIL H.D.P.E IMPERVIOUS BARRIER • WESTPORT WIN WATER WORKS CO. CHAMBER=32.1 CONTACT. 833 STATE ROAD, WESTPORT, MA (508) 646-1222 (OR APPROVED COMPARABLE SUBSTITUTE). BOTTOM OF 1 EXCAVATION=27.0 �k IN ACCORDANCE WITH MDEP POLICY/SOP/GUIDELINE jBRP/DWM/WPeP/G02-1 DATED 3/1/02 (www.state.ma.us/dep/brp/wwm/t5pubs.htm) IMPERVIOUS BARRIER WITH SIDE SLOPE* NOT TO SCALE LEGEND CBSN ETCH BASIN (SEE NOTE #4) IL PROPERTY LINE DS DOWN SPOUT - - -42- - - EXISTING CONTOUR RC RAIN CHAIN p PROPOSED CONTOUR (SEE NOTE #5) D 8" ADS PIPE TEST PIT RD- 6' SDR 35 PVC PIPE O o SEPTIC TANK ❑ DISTRIBUTION BOX BURIED NORWESCO MODEL #41330, 1,700 GALLON CISTERN (SEE NOTE #6) INV. IN = 28.25 (6" SDR 35 PVC ROOF DRAIN) CBSN (GRATE 413007) NOTES: 1. THERE ARE NO WELLS WITHIN 200 FEET OF THE SOIL ABSORPTION SYSTEM OTHER THAN THE EXISTING WELLS ON THIS PLAN. 2. CONTRACTOR SHALL COMPACT THE EARTH AND PLACE A PATIO BLOCK DENEATH ANY 450 BENDS TO SUPPORT THE SEWER AND ROOF DRAIN PIPES. 3. LANDSCAPE DESIGN, INCLUDING GRADING AND LOCATIONS OF LOW POINTS, TO BE PROVIDED BY SOREN DENIORD DESIGN STUDIO, PORTLAND MAINE (207-400-2450) 4. STORM WATER DRAINAGE STRUCTURES ARE TO BE 2-FOOT DIAMETER CONCRETE RISERS MANUFACTURED BY BRISTOL COUNTY PRECAST, 508-678-4666, WESTPORT MA; AND USE GENERAL FOUNDRIES INC. ITEMS, #13307 FLAT GRATE, #12707 DOME GRATE, #12437 MANHOLE COVER; OR APPROVED COMPARABLE SUBSTITUTE. 5. RAIN CHAIN (RC) PROVIDED BY OTHERS, TO BE INSTALLED ABOVE THE 6" ROOF DRAIN RISER PIPE WITH NDS MODEL #50, 6" ROUND GRATE CAP OR APPROVED COMPARABLE SUBSTITUTE. 6. CISTERNS TO BE INSTALLED ACCORDING TO MANUFACTURER (NORWESCO) SPECIFICATIONS WITH AN OVERFLOW PIPE TO "DAYLIGHT" OR A "POP-UP" DRAIN. 20 0 10 20 40 SCALE IN FEET IIYY.-L7.V.J (FRAM -_/COVER ITEM 1 12437) FINISH GRADE OVER MIRAFI 140N FILTER FABRIC OR TANK = 35.0 THREE (3) 20-INCH MANHOLES WITH REMOVABLE APPROVED COMPARABLE SUBSTITUTE CAST IRON OR CONCRETE COVERS OF DURABLE MATERIAL BUILT UP WITH CONCRETE RISERS 4" PERFORATED SDR 35 PVC PIPE FINISH GRADE AT TO WITHIN 6" OF GRADE THROUGH CHAMBERS HOUSE = 35•0 (310 CMR 15.228 (2)) 4" SOLID WALL FINISH GRADE ELEVATION A 5DWELLING -BEDROOM PVC PIPE = 35.0-34.3 5, (MINIMUM) (MINIMUM) / _n._ . TOPSOIL AND SUBSOIL BACKFILL OV 51 SLOPE = 2% SLOPE = IX I n i �RDIG 'oo0jou3260 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 t3345 �33.00 CAP ALL ENDS 1,500 GAL H--20 BOTTOM OF CHAMBERS (BED) TO BE LEVEL; ELEVATION = 32.1 OF PERF. PIPES 33.25 REINFORCED 32.8 7 ; : +, • n�O SEPTIC TANK LENGTH OF BED= 4 CULTEC CONTACTOR®100 CHAMBERS CLEAN CLEAN LEVEL STABLE' 32.60 COARSE BOTTOM OF EXCAVATION ELEVATION = 27.0* A S SAND BASE -AND HIGH WATER TABLE ELEVATION = 28.1 * 6" MINIMUM INTO "C" LOAMY SAND HORIZON LEVEL STABLE RASE THAT HAS BEEN MECHANICALLY SOIL ABSORPTION SYSTEM NOTES: COMPACTED AND ONTO WHICH SIX (6) INCHES OF CRUSHED STONE HAS BEEN PLACED TO MINIMIZE UNEVEN SETRING (310 CMR 15.228 (1)) 1. ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC TAPE OR A COMPARABLE MEANS IN ORDER TO LOCATE THEM ONCE BURIED (310 CMR 15.221) NOTE: 2. ALL SOIL ABSORPTION SYSTEMS SHALL HAVE A MINIMUM OF ONE INSPECTION PORT MAINTAIN ELEVATION 33.1 (TOP OF PEASTONE) CONSISTING OF A PERFORATED FOUR INCH PIPE PLACED VERTICALLY DOWN INTO FOR A DISTANCE OF 15 FEET. FROM IL SEPTIC SYSTEM PROFILE THE STONE TO THE THE PIPE SHALL BE CAPPED NATURALLY rrH AURING SCREW OITYPERSAND FILL BELOW CAP AND ACCESSIBLE TOSTONE. ABSORPTION SYSTEM IN ALL DIRECTIONS. (310 CMR 15.255) NOT TO SCALE WITHIN. THREE INCHES OF FINISH GRADE. (310 CMR 15.240). BURIED NORWESCO MODEL #41330, 1,700 GALLON CISTERN (SEE NOTE #6) INV. IN = 41.25 (6" SDR 35 PVC ROOF DRAIN) -P to BENCHMARKS: (NAvo88) 1. CUT NAIL IN UTILITY POLE 1264/26 LOCATED ALONG MISHAUM POINT ROAD ELEVATION = 49.86 2. CUT NAIL IN UTILITY POLE 1264/26A LOCATED ON LOCUS LOT. ELEVATION = 44.89 3. CHISEL SQUARE ON CONCRETE FOUNDATION OF THE BULKHEAD FOR HOUSE #148. ELEVATION = 34.14 CB-DH/FD T FINISH GRADE -4" INLET 7-OUTLET+SET ON LEVEL STABLE BASE (6"H-20 11,1. 2"COMPACTED GRAV, _ _ % OR COMPARABLE) DISTRIBUTION BOX DETAIL SEPTIC SYSTEM COMPONENTS SEPTIC TANK. USE A 1,500 GAL. TANK AS MANUFACTURED BY BRISTOL COUNTY PRECAST, INC., WESTPORT, MA OR APPROVED COMPARABLE SUBSTITUTE. DISTRIBUTION BOX. USE A 7 OUTLET H-20 DISTRIBUTION BOX AS MANUFACTURED BY BRISTOL COUNTY PRECAST, INC., WESTPORT, MA OR APPROVED COMPARABLE SUBSTITUTE. (D. B. 0. H. SECTION 15.232) NOT TO SCALE BENCHMARK UP 294/26 THERE SHALL BE AN AIR SPACE CAST IRON OR CONCRETE COVER SHALL BE BROUGHT TO GRADE OF AT LEAST 3" BETWEEN THE WITH CONCRETE RISER OVER THE OUTLET TEE FILTER TOPS OF THE TEES AND THE (310 CMR 15.227 (7)) AND TO WITHIN 6-INCHES OF GRADE BOTTOM OF THE COVERS. OVER THE OTHER TWO COVERS (310 CMR 15.228 (2)). 6" MAX. _ 3" MIN. 3" 1,500 GALLON PRECAST TANK L 6" " 4" PVC MIN 14"V" PVC INLET OUTLET W z� PROVIDE GAS BAFFLE (310 CMR 15.227 (4)) • SET ON LEVEL & STABLE BASE (6" COMPACTED GRAVEL OR COMPARABLE) SEPTIC TANK DETAIL NOT TO SCALE TEST PIT LOG DATE OF TEST 06/09/15 DATE OF SOIL EVALUATION: 06/09/15 INSPECTOR COURTNEY COHEN, DBOH AGENT PERFORMED 8Y.• ALAN J. HEUREUX. PE on TEST PIT 11 31.5 0" TEST PIT 12 33.0 FILL 24'" 29.5 A SANDY LOAM 1OYR311 30" CRUMB 29.0 B SANY LOAM 10 YR 516 FRIABLE 52" 27.2 C LOAMY SAND 2.5 Y 513 FIRM MOTTLES ® 63" 10 YR 6/2 10 YR 516 120'" 21.5 FILL 21 31.3 A SANDY LOAM 10YR311 27" CRUMB 30.8 B SANY LOAM 10 YR 516 52" .FRIABLE 28 7 C LOAMY SAND 2.5 Y 5/3 FIRM MOTTLES @ 59" 10 YR 6/2 10 YR 516 120" 23.0 WATER TABLE--.63" WATER TABLE: .59" BOTTOM. OF PERC HOLE: 56" PERC. RATE.- 12 MIN/IN 4" PERFORATED SDR 35 PVC PIPE MIRAFI 140N FILTER FABRIC OR APPROVED COMPARABLE SUBSTITUTE TO BE DRAPED DIRECTLY OVER THE CONTACTORS MEli iBACKFILLI-1 i I 32.6 2 } f 1 32.1 - - - - -�- - - - - c - - I -_ _ = I - -CLEAN . COARSE SAND- - =I 11=1 I III -III -III -I i I=I I i-1 I f=1 -�-=-1TI=T= 5' OVERDIG 3' 21' SECTION A -A THROUGH LEACHING CHAMBERS LEACHING CHAMBERS NOT TO SCALE GENERAL NOTES BOARD OF HEALTH STAMPS: i.) THIS SYSTEM SHALL BE INSPECTED WHEN THE LEACHING 9.) GROUT SHALL BE USED AT ALL POINTS WHERE PIPES ENTER AREA IS FULLY EXCAVATED, WHEN ALL COMPONENTS ARE IN OR EXIT ALL CONCRETE STRUCTURES TO PROVIDE A WATERTIGHT PLACE AND AGAIN AFTER FINAL COVER TO GRADE IS COMPLETE. SEAL. THE CONTRACTOR SHALL NOTIFY THE LOCAL BOARD OF HEALTH AND THE ENGINEER A MINIMUM OF 24 HOURS IN ADVANCE OF 10.) ALL SHIPLAP JOINTS IN THE SEPTIC TANK SHALL BE SEALED ANY REQUIRED INSPECTIONS. WITH NEOPRENE GASKETS OR ASPHALT CEMENT. 2.) ALL BASE AGGREGATE FOR LEACHING STRUCTURES SHALL 11J ALL PVC PIPE USED SHALL MEET ASTM D 3034-73 SDR 35 CONSIST OF CLEAN COARSE SAND. AND 310 CMR 15.251(5) EXCEPT INLET AND OUTLET TEES WHICH SHALL BE SCHEDULE 40 PVC. 3.) ELEVATIONS FOR THE SYSTEM ARE BASED ON THE DATUM SHOWN. 12.) SOME MANHOLE LOCATIONS SHOWN ON THE PRECAST CONCRETE STRUCTURES MAY NOT BE STANDARD LOCATIOfdS AND 4.) THE CONTRACTOR SHALL NOT ALLOW ANY HEAVY MUST BE SPECIALLY ORDERED AS SUCH FROM THE SUPPLIER. EQUIPMENT TO BE OPERATED OVER THE LIMITS OF THE SEWAGE BOARD OF HEALTH STAMPS: DISPOSAL SYSTEM DURING CONSTRUCTION OF THE SYSTEM. 13.) THE CONTRACTOR SHALL EXCAVATE ALL UNSUITABLE MATERIAL IN THE LEACHING AREA SHOWN ON THE PLAN AND 5.) NO FIELD MODIFICATIONS SHALL BE MADE TO THE SYSTEM BACKFILL WITH CLEAN GROVEL OR COARSE SAND (310 CMR WITHOUT PRIOR WRITTEN APPROVAL FROM THE ENGINEER AND 15.255 (3)). THE TOWN BOARD OF HEALTH. 14•) A CERTIFICATE OF COMPLIANCE AS REQUIRED BY TITLE V. s. uN�Ess OTHERWISE NOTED, ALL SYSTEM COMPONENTS 376 CMR 15.021, MUST BE OBTAINED BY THE CONTRACTOR SHALL BE INSTALLED IN ACCORDANCE WITH THE CURRENT UPON COMPLETION OF THE WORK. IF AN "AS -BUILT" PLAN IS EDITION OF TITLE V OF THE STATE ENVIRONMENTAL CODE AND REQUIRED DUE TO THE CONTRACTOR DEVIATING FROM THESE APPLICABLE TOWN REGULATIONS. PLANS, THE COST OF SAID "AS -BUILT" PLAN SHALL BE PAID FOR BY THE CONTRACTOR. 7� AT ALL POINTS OF INTERSECTION OF WATER LINES AND .. onu over cuAIi or -----_,---.- --- ---.---'- r�'lff L 0 CULTEC CONTACTOR8100 (STANDARD DUTY) CLEAN COURSE SAND .I I 12" MIN. 12.5 5' OVERDIG C�W 1-2 J Utz 0 1 2016 By S ER LINES, MECHANICAL JOINT CAST IRON PIP 152 THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING INSTALLED FOR BOTH LINES FOR 10' ON EITHER SIDE OF THE THE ACTUAL LOCATION OF ANY EXISTING UTILITIES SHOWN ON STAMP OF P.E. INTERSECTION POINT. THIS PLAN. 8.) 16•) THIS SEPTIC SYST THE PRECAST CONCRETE SEPTIC SYSTEM COMPONENTS EM IS NOT DESIGNED FOR THE USE OF A 4. RI TOL COUNTY PRECAST INC. SHALL BE MANUFACTURED BY B S GARBAGE DISPOSAL UNIT. WESTPORT, MA OR AN APPROVED COMPARABLE SUBSTITUTE. 17.) IT IS RECOMMENDED THAT THE SEPTIC TANK BE PUMPED ALAN J. HE REUX, P.E. DATE I OUT AT LEAST ONCE EVERY THREE YEARS. LOCAL UPGRADE APPROVAL WAIVER: SECTION DESCRIPTION 310 CMR 15.405(f) REDUCTION OF SOIL ABSORPTION SYSTEM SETBACK FROM A COASTAL BANK FROM 50 FEET TO 45 FEET. SYSTEM DESIGN DATA DESIGN CAPACl71 i S BEDROOMS 0 110 GAL/DAY= 550 - GAL/DAY REQUIRED EFFECTIVE LEACHING AREA: 550 GAL/DAY / 0.56 GAL/DAY/SF- 983 SF LEACHING BED DESIGN CALCULATIONS 7.5 L.F. CONTACTORS 100 CHAMBER X 5 SF./LF.= 37.5 S.F./CHAMBER* * IN ACCORDANCE WITH M.D.E.P. MODIFIED CERTIFICATION FOR GENERAL USE DATED 12/22/05 28 CHAMBERS X 37.5 S.F./CHAMBER= 1050 S.F. THIS PLAN SHALL N07 BE VALID UNLESS THE SIGNATURE OF THE ABOVE NAMED PERSON IS AN ORIGINAL .SIGNATURE AND THE PROFESSIONAL SEAL APPEARS IN RED INK. SUBSURFACE SEWAGE DISPOSAL SYSTEM, No. DATE REVISION B'" SITE LOCATION: 148 MISHUAM POINT -ROAD 1. 10/20/15 DBOH COMMENTS A.J.H. OWNER: ,/EFFREY &MOLLY GOODMAN 148 MISHAUM POINT RD DARTMOUTH MA 2. 11 13 15 LEACHING BED 51 FEET FROM COASTAL BANK; HOUSE FOUNDATION A.J.H. 3. 12/09/15 DBOH COMMENTS A.J.H. PLAT: 7 LOT: 24 DATE: 09/10/2015. 4. 04/19/16 HOUSE ROTATION/AUtOCOURT FOR CONSTRUCTION STAKE -OUT A.J.H. Boucher. & Heureux, Inc. 7� CIVIL ENGINEERS / \ LAND SURVEYORS 648 AMERICAN LEGION HIGHWAY, SUITE ONE WESTPORT, MASSACHUSETTS 02790 tel. (508) 636-5905 -fax. (508) 636-2477 coPYRIcHTm 2016 eouCaot & HEurtEux. 5. 06/01/16 ROOF DRAINS, CISTERNS &CATCH BASINS; POOL &EQUIP. PAD; POOL FErvcE & E.C.B. A.J.H. ORAWNBY T.M.G. SHEET I of 1 A.Q.H. DESIGNED BY DRAWING NO.: 3�5�-0�_SSDS .roa No.: 3151-01