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HomeMy WebLinkAbout64 Nantucket Ave plan 164 NANTUCKET AVENUE GRAPHIC SYMBOLS GENERAL NOTES SOUTH YARMOUTH MA - - CENTER LINE 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE PUBLISHER: WITH APPLICABLE CODES, RULES, REGULATIONS AND - - - - - - GRID LINE ORDINANCES. SHOULD THE DRAWINGS CONFLICT WITH THESE, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT CONNOR P. BELL PORTSMOUTH, NH - - - - - - - HIDDEN OR REFLECTED .LINE OR ENGINEER. BELL.P.CONNOROGMAIL.COM 2. ALL WORK SHALL BE PERFORMED BY CONTRACTORS (603) 892-4020 EXT. EXISTING DOOR LICENSED TO DO THEIR TRADES IN THE STATE OF NEW TO REMAIN HAMPSHIRE. 3. ALL WALLS, ROOFS, FLOORS AND SLABS AS PART OF NEW DOOR NUMBER THE EXTERIOR THERMAL ENVELOPE SHALL BE INSULATED CEILING HEIGHT IN ACCORDANCE WITH NH RESIDENTIAL ENERGY CODE. GC TO SUBMIT FORM EC-1 TO THE NH PUBLIC UTILITIES COMMISSION AS REQUIRED. AREVISION NUMBER 4. WORK SHALL INCLUDE ALL ITEMS, BUILDING AND SITE, DRAWING KEY NOTE AS INDICATED IN THIS SET OF CONTRACT DOCUMENTS UNLESS OTHERWISE STATED. in PARTITION TYPE 5. ALL DIMENSIONS MEASURED FROM FACE OF WALL UNLESS OTHERWISE NOTED. WEIGHT ROOM ROOM NAME & # DESIGNATION 005 6. DRAWINGS SHALL NOT BE SCALED. WRITTEN DIMENSIONS GOVERN CONSTRUCTION AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION WINDOW TYPE OF THE ARCHITECT OR ENGINEER FOR CLARIFICATION. 7. ALL DIMENSIONS RELATED TO EXISTING CONDITIONS TO EXT EXISTING WINDOW TO REMAIN BE VERIFIED BY THE CONTRACTOR AND REVIEWED BY THE ARCHITECT OR ENGINEER PRIOR TO CONSTRUCTION. 8. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR # SECT. #-1 DEPOSITS AND FEES PERTAINING TO SITE UTILITIES AND SECTION/ELEV. KEY PERMITTING. # SHEET # 9. UPON COMPLETION OF CONSTRUCTION THE GENERAL CONTRACTOR SHALL PROVIDE THE OWNER WITH ALL A MATERIALS PERTAINING TO OPERATION AND MAINTENANCE � ELEV. # OF THE BUILDING SUCH AS MATERIALS SPECIFICATIONS, MANUFACTURER'S RECOMMENDATIONS, EQUIPMENT D # B ELEVATION KEY WARRANTEES, AND MANUALS. SHEET # 10. ALL CONSTRUCTION MATERIALS SHALL BE NEW AND C BEAR THE MARK OF THE UNDERWRITER WHERE APPLICABLE. •.. DTL. # 11. PROVIDE WATER RESISTANT GYPSUM BOARD UNDER # I DETAIL KEY ALL TUB AND SHOWER ENCLOSURES AND AT ADJACENT # WALLS UP TO 7'-0". SHEEP # 12. THE GENERAL CONTRACTOR SHALL UPHOLD A STRICT NO -SMOKING POLICY THROUGHOUT THE CONSTRUCTION # DETAIL KEY SITE AT ALL TIMES. 13. THE GENERAL CONTRACTOR SHALL GUARANTEE ALL ELEVATION ELEVATION OF MATERIALS AND WORKMANSHIP FOR A PERIOD OF AT LOCATION GRADE OR SURFACE LEAST ONE YEAR FROM THE DATE OF COMPLETION. DEFECTS SHALL BE ADDRESSED IN A TIMELY MANNER WITHOUT ADDITIONAL CHARGE. ® NOT IN CONTRACT NEW PARTITION EXISTING PARTITION CONCRETE STEEL GLASS FINISHED WOOD ><1 ROUGH WOOD PLYWOOD GYPSUM WALLBOARD RIGID INSULATION BATT INSULATION RAINSCREEN DRAINAGE MAT AUG 022022 I I INSULATED SHEATHING HEALTH pEpr SYSTEM ABREVIATIONS DRAWING LIST ABV ABOVE A001 PROJECT INFORMATION DATE ISSUES/REVISIONS MEP: B.O. BOTTOM OF D100 DEMOLITION PLAN CONC CONCRETE A200 CONSTRUCTION PLANS COORD COORDINATE A201 ROOF PLANS ELEV ELEVATION A400 EXISTING EXTERIOR ELEVATIONS PROJECT N0.:21-001 EXG EXISTING 64 NANTUCKET AVENUE A401 PROPOSED EXTERIOR ELEVATIONS & SOUTH YARMOUTH, MA EXT EXTERIOR SCHEDULES FIN FLR FINISHED FLOOR SHEET TITLE: F.O. FACE OF PROJECT INFORMATION GWB GYPSUM WALLBOARD MAX MAXIMUM - - SEAL: SHEET NO.: MIN MINIMUM MTL METAL STD STAINED T.O. TOP OF VIF VERIFY IN FIELD A001 WD WOOD 6KET AVENUEL�. �ANTUCGRAPHIC SYMBOLS SOUTI YARMOUTH, MA -----CENTER LINE PUB1ISHER: j _ _ _ _ - GRID LINE - — — — — — — - HIDDEN OR REFLECTED LINE COt 40R P. BELL p&TSMOUTH, NH B[LL.P.CONNOR®GMAILCOM EXT. EXISTING DOOR TO REMAIN (603) 892-4020 NEW DOOR NUMBER CEILING HEIGHT REVISION NUMBER A DRAWING KEY NOTE to PARTITION TYPE WEIGHT ROOM ROOM NAME & # DESIGNATION 005 O WINDOW TYPE EXT EXISTING WINDOW TO REMAIN AS�SECT. #� SECTION/ELEV. KEY Al SHEET # A �-- ELEV. # D # g ELEVATION KEY 0 SHEET # C DTL. # r#—,�- DETAIL KEY SHEET # DETAIL KEY Alk ELEVATION ELEVATION OF -1:111LOCATION GRADE OR SURFACE NOT IN CONTRACT NEW PARTITION EXISTING PARTITION CONCRETE STEEL Q GLASS FINISHED WOOD -;� ROUGH WOOD PLYWOOD GYPSUM WALLBOARD RIGID INSULATION BATT INSULATION RAINSCREEN DRAINAGE MAT INSULATED SHEATHING SYSTEM ABREVIATIONS ABV ABOVE B.O. BOTTOM OF CONC CONCRETE COORD COORDINATE ELEV ELEVATION EXG EXISTING EXT EXTERIOR FIN FLR FINISHED FLOOR F.O. FACE OF GWB GYPSUM WALLBOARD MAX MAXIMUM MIN MINIMUM MTL METAL STD STAINED T.O. TOP OF VIF VERIFY IN FIELD WD WOOD GENERAL NOTES 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE CODES, RULES, REGULATIONS AND ORDINANCES. SHOULD THE DRAWINGS CONFLICT WITH THESE, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OR ENGINEER. 2. ALL WORK SHALL BE PERFORMED BY CONTRACTORS LICENSED TO DO THEIR TRADES IN THE STATE OF NEW HAMPSHIRE. 3. ALL WALLS, ROOFS, FLOORS AND SLABS AS PART OF THE EXTERIOR THERMAL ENVELOPE SHALL BE INSULATED IN ACCORDANCE WITH NH RESIDENTIAL ENERGY CODE. GC TO SUBMIT FORM EC-1 TO THE NH PUBLIC UTILITIES COMMISSION AS REQUIRED. 4. WORK SHALL INCLUDE ALL ITEMS, BUILDING AND SITE, AS INDICATED IN THIS SET OF CONTRACT DOCUMENTS UNLESS OTHERWISE STATED. 5. ALL DIMENSIONS MEASURED FROM FACE OF WALL UNLESS OTHERWISE NOTED. 6. DRAWINGS SHALL NOT BE SCALED. WRITTEN DIMENSIONS GOVERN CONSTRUCTION AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT OR ENGINEER FOR CLARIFICATION. 7. ALL DIMENSIONS RELATED TO EXISTING CONDITIONS TO BE VERIFIED BY THE CONTRACTOR AND REVIEWED BY THE ARCHITECT OR ENGINEER PRIOR TO CONSTRUCTION. 8. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR DEPOSITS AND FEES PERTAINING TO SITE UTILITIES AND PERMITTING. 9. UPON COMPLETION OF CONSTRUCTION THE GENERAL CONTRACTOR SHALL PROVIDE THE OWNER WITH ALL MATERIALS PERTAINING TO OPERATION AND MAINTENANCE OF THE BUILDING SUCH AS MATERIALS SPECIFICATIONS, MANUFACTURER'S RECOMMENDATIONS, EQUIPMENT WARRANTEES, AND MANUALS. 10. ALL CONSTRUCTION MATERIALS SHALL BE NEW AND BEAR THE MARK OF THE UNDERWRITER WHERE APPLICABLE. 11. PROVIDE WATER RESISTANT GYPSUM BOARD UNDER ALL TUB AND SHOWER ENCLOSURES AND AT ADJACENT WALLS UP TO 7'-0". 12. THE GENERAL CONTRACTOR SHALL UPHOLD A STRICT NO -SMOKING POLICY THROUGHOUT THE CONSTRUCTION SITE AT ALL TIMES. 13. THE GENERAL CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FOR A PERIOD OF AT LEAST ONE YEAR FROM THE DATE OF COMPLETION. DEFECTS SHALL BE ADDRESSED IN A TIMELY MANNER WITHOUT ADDITIONAL CHARGE. DRAWING LIST ADD PROJECT INFORMATION D100 DEMOLITION PLAN A200 CONSTRUCTION PLANS A201 ROOF PLANS A400 EXISTING EXTERIOR ELEVATIONS A401 PROPOSED EXTERIOR ELEVATIONS & SCHEDULES REVIEWED FOR SUILDiNIG AND ZONING Cu ANCE; ERRORS OR OivM;SSIONS DO NOT RE LIEVE THR: APPLICANT FROM THE RESPONSIBILITY OF 'AS BUILT, COMPLIANC •. T� L.L, u DATE ISSUES / REVISIONS MEP: PROJECT NO.: 21-001 64 NANTUCKET AVENUE SOUTH YARMOUTH, MA SHEET TITLE: PROJECT INFORMATION SEAL: SHEET NO.: GENERAL DEMOLI- i LIVING ROOM 101 KITCHEN 100 EMOLITION GRAPHIC KEY EQUIPMENT TO BE REMOVED \ DOOR TO BE REMOVED U \I PARTITION TO BE DEMOLISHED - - -- WINDOW TO BE DEMOLISHED ASPHALT TO BE DEMOLISHED 1. RETAIN EXISTING APPLIANCE`_ EQUIPMENT FROM KITCHEN FOF DEMOLITION KEY P O1 DEMOLISH EXISTING WINDO O DEMOLISH EXISTING DOOR, O3 DEMOLISH EXISTING CABIN SPECIFIED BY OWNER. ® DEMOLISH FLOOR AT NEW COORDINATE WITH SUB-C( O DEMOLISH DOOR JAMB AN AT REFRIGERATOR BACK. © DEMOLISH EXISTING EXTER FOOTINGS, AND BRICK WA 7� DEMOLISH EXISTING CONCI SUNROOM. ® DEMOLISH S-0" WIDE OF FOUNDATION WALL. DEMO ROOF KEY I O DEMOLISH EXISTING SKYLI O ROOF DEMOLISH TO BE C AND PROPOSED DESIGN. DATE ISSUES / REVISIONS MEP: PROJECT NO.: 21-001 64 NANTUCKET AVEP SOUTH YARMOUTH, MA SHEET TITLE DEMOLITION PLANS SEAL: OGBASEMENT PLAN tJ SCALE 1/4" = 1'-O" 01 FIRST FLOOR PLAN SCALE: " -." = V-0" 0 I � � 0 0 EXISTING 0 CRAWLSPACE 0 0 I 0 9'-10„ / 4'-5" 5'-5„ 6 -- - a 0 00 LAUNDRY/PD RM1-)101 104 101A 5 RT 102 — DN1 4 11771 LIVING ROOM / 101 co 3'-0" r 10'-0" O 4'-0" 00 0 [:�' 3 DO M ID 01 O I KITCHEN f �i FAMILY ROOM 100 Fl03 _M II O I 0 0L ij g loo a oa _ 2'-6" O S-6„ / 2 CD CO / DN 6 S-3 1 /2" 3'-7 7/8" 8'-3 3/4" 2'-7 7/8" 17'-11" 02 BASEMENT PLAN ("� FIRST FLOOR PLAN SCALE 1/4" = V-0" l,J SCALE 1l4" = 1'-0" GENERAL CONSTRUCTION NOTES 1. FINISHES TO BE SPECIFIED, OR OTHERWISE CONFIRMED WITH THE OWNER BEFORE INSTALLATION, THIS INCLUDES, BUT IS NOT LIMITED TO: PAINT, TRIM, FLOORING, CABINETRY, CABINETRY HARDWARE, DOOR HARDWARE, LIGHTING. 2. NEW EXTERIOR WALLS AND INTERIOR PARTITIONS TO BE SPECIFIED BY BUILDER. 3. BUILDER TO PROTECT EXISTING HOUSE FEATURES FROM DUST AND OTHER HAZARDS DURING CONSTRUCTION. GENERAL ROOF NOTES 1. ROOF PLAN REFLECTS DESIGN AS SUGGESTED BUY BUILDER. EXACT DIMENSIONS AND ROOF PITCHES MAY VARY BASED ON EXISTING CONDITIONS VERIFIED IN FIELD. 2. PATCH EXISTING ROOFS AT AREAS OF NEW CONSTRUCTION. CONSTRUCTION KEY NOTES O NEW GAS STOVE INSTALLED WITHIN FRAMED CHASE, TO BE DESIGNED BUILD. O2 NEW WINE FRIDGE SPECIFIED BY OWNER. 30 NEW KITCHEN ISLAND TO BE CONSTRUCTED TRUE TO SPECIFIED DIMENSIONS. CABINETRY SHOP DRAWINGS TO BE CONFIRMED WITH OWNER BEFORE CONSTRUCTION. O4 WASHER AND DRYER SPECIFIED BY OWNER, (USE EXISTING?) COORDINATE PLUMBING AND VENTILATION WITH SUBCONTRACTORS. O5 NEW POWDER ROOM: FLOOR MOUNTED TOILET AND PEDESTAL SINK TO BE SPECIFIED BY OWNER. �6 NEW EXTERIOR STAIRS WITH CODE COMPLIANT RAILINGS. FINISHES SPECIFIED BY OWNER. 7� NEW BASEMENT/CRAWLSPACE BENEATH NEW CONSTRUCTION. USE TYPICAL CONCRETE FOUNDATION AND FOOTINGS, SPECIFIED BY BUILDER. SEE STRUCTURAL. ® 12" DEEP CABINETRY AT THIS WALL IF POSSIBLE, IN ORDER TO MAINTAIN ADEQUATE PASSING DISTANCE. ROOF KEY NOTES O NEW ASPHALT SHINGLES TO MATCH EXISTING. O PIPE VENT FOR NEW POWDER ROOM PLUMBING. LOCATION TO BE SPECIFIED BY BUILDER. 0 NEW DRYER VENT LOCATION TO BE DETERMINED BY BUILDER, DATE ISSUES / REVISIONS MEP: PROJECT NO.: 21-001 64 NANTUCKET AVENUE SOUTH YARMOUTH, MA SHEET TITLE: CONSTRUCTION PLANS SEAL: T SHEET NO.: oalTs GENERAL CONSTRUCTION NOTES I. FINISHES TO BE SPECIFIED, OR OTHERWISE CONFIRMED WITH THE OWNER BEFORE INSTALLATION. THIS INCLUDES, BUT IS NOT LIMITED TO: PAINT, TRIM, FLOORING, CABINETRY, CABINETRY HARDWARE, DOOR HARDWARE, LIGHTING. 2. NEW EXTERIOR WALLS AND INTERIOR PARTITIONS TO BE SPECIFIED BY BUILDER. 3. BUILDER TO PROTECT EXISTING HOUSE FEATURES FROM DUST AND OTHER HAZARDS DURING CONSTRUCTION. GENERAL ROOF NOTES 1. ROOF PLAN REFLECTS DESIGN AS SUGGESTED BUY BUILDER, EXACT DIMENSIONS AND ROOF PITCHES MAY VARY BASED ON EXISTING CONDITIONS VERIFIED IN FIELD. 2. PATCH EXISTING ROOFS AT AREAS OF NEW CONSTRUCTION. CONSTRUCTION KEY NOTES O NEW GAS STOVE INSTALLED WITHIN FRAMED CHASE, TO BE DESIGNED BUILD. O NEW WINE FRIDGE SPECIFIED BY OWNER. �3 NEW KITCHEN ISLAND TO BE CONSTRUCTED TRUE TO SPECIFIED DIMENSIONS, CABINETRY SHOP DRAWINGS TO BE CONFIRMED WITH OWNER BEFORE CONSTRUCTION. ® WASHER AND DRYER SPECIFIED BY OWNER, (USE EXISTING?) COORDINATE PLUMBING AND VENTILATION WITH SUBCONTRACTORS. O5 NEW POWDER ROOM: FLOOR MOUNTED TOILET AND PEDESTAL SINK TO BE SPECIFIED BY OWNER. O6 NEW EXTERIOR STAIRS WITH CODE COMPLIANT RAILINGS. FINISHES SPECIFIED BY OWNER. O NEW BAS EM ENT/CRAWLS PACE BENEATH NEW CONSTRUCTION. USE TYPICAL CONCRETE FOUNDATION AND FOOTINGS, SPECIFIED BY BUILDER. SEE STRUCTURAL. ® 12" DEEP CABINETRY AT THIS WALL IF POSSIBLE, JN ORDER TO MAINTAIN ADEQUATE PASSING DISTANCE. ROOF KEY NOTES O NEW ASPHALT SHINGLES TO MATCH EXISTING, O PIPE VENT FOR NEW POWDER ROOM PLUMBING. LOCATION TO BE SPECIFIED BY BUILDER. O NEW DRYER VENT LOCATION TO BE DETERMINED BY BUILDER. DATE ISSUES / REVISIONS =P: PROJECT NO.: 21-001 64 NANTUCKET AVENUE SOUTH YARMOUTH, MA SHEET TITLE: ROOF PLAN SEAL: SHEET NO.: 02 DEMOLITION ROOF PLAN SCALE 1/4" = V-0" O PROPOSED ROOF PLAN SCALE 1/4" = V-0" I� A201 MEP: PROJECT NO.: 21-001 64 NANTUCKET AVENUE SOUTH YARMOUTH, MA SHEET TITLE: EXISTING EXTERIOR ELEVATIONS SEAL: I SHEET NO.: mim ffll� - — - CUSTOM TRANSOM ABOVE 3 MIDDLE "A" WINDOWS ON EAST 2'-10" 2'-4» 9'-8" E EVATION 00 f it3 _ G9 I `n 0 I (_D - ail w m en w Lv � in Lij +� CD CD 2'-6" j 5'-0" / 4" RAIL TYP. j� u ❑ POCKET DOORS MATCH EXIST. / \ d / \ 00 j 00 / \ m co x O \ / ,4O EXISTING RIDGE I I Y LL. : U -IJ O/� WEST ELEVATION 4 SCALE 1/4" = 1'-O" DECORATIVE CHIMNEY CAP EXISTING RIDGE SPECIFIED BY OWNER EL. 17-9 NEW CEDAR SHAKES, FINISHED TO MATCH PROPOSED RIDGE EXISTING EL. : 16'-6" A df TAI rDlrl/CT ADni[kin ROOF CRICKET BETWEEN ADDITION AND EXISTING GABLE, SPECIFIED BY BUILDER DOOR SCHEDULE DOOR FRAME MATERIAL JAMB DETAIL 'HEAD DETAIL REMARKS DOOR#LOCATION: FROM -TO SWING SIZE: WxHxD MATERIAL ELEV 100 EXTERIOR - FAMILY ROOM RH S-0" x 6'-8" WD 1 WD BUILDER SPECIFIED MANUFACTURER 101 LIVING ROOM - LAUNDRY ROOM POCKET 2'-6" x 6'-8" WD 2 WD BUILDER SPECIFIED MANUFACTURER 101A LAUNDRY ROOM - POWDER ROOM POCKET 2'-6" x 6'-8" WD 2 WD BUILDER SPECIFIED MANUFACTURER 102 EXTERIOR -FAMILY ROOM LHI 5-0" x 6'-8" WD 3 WD BUILDER SPECIFIED MANUFACTURER WINDOW SCHEDULE H UNG WI DOWS. WINOE WOWNERCS EDCI IOED SCREEN PROJECT ARE TO BE DOUBLE TYPE I MANUFACTURER MODEL STYLE# WXH NOTES INTERIOR EXTERIOR A DBHUNG 5'-0"X2'-10" WD BUILDER SPECIFIED MANUFACTURER B DBHUNG 5'-0"X2'-4" WD BUILDER SPECIFIED MANUFACTURER C CUSTOM 1'-2"X9'-8" WD IBUILDER SPECIFIED MANUFACTURER NORTH ELEVATION 03 SCALE 1/4'' = 1'-O" NEW WOOD TRIM, FINISHED TO MATCH EXISITNG NEW ASPHALT SHINGLES TO MATCH EXISTING - NEW WOOD TRIM, FINISHED TO MATCH EXISITNG NEW ASPHALT SHINGLES TO MATCH EXISTING DATE ISSUES I REVISIONS ` E MEP: FIRST FLOOR CEILING EL. 9'-6" --- 71 IL PROJECT NO.: 21-001 / 64 NANTUCKET AVENUE SOUTH YARMOUTH, MA \ j _ SHEET TITLE: \ / PROPOSED EXTERIOR ELEVATIONS & SCHEDULES FINISHED FIRST FLOOR - - 1 - - LLL LLLL �" CL. 2' 4" _ LLLLLLLL L - _-- LLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLL -- LLLLLLLLLLLLLLLL EXISTING GRADE - LLLLLLLLLLLLLLLL SEAL: SHEET NO.: E I 02 EAST ELEVATION (� SOUTH ELEVATION SCALE 1/4" = 1'-O" 0 1 SCALE 1/4" = 1'-0"A401 Secure vertical (2x4) Secure strongback with Nith 2 nails* to ( 2 nails* through the 5oth chords and I bottom chord and strongback to vertical I 1 nail* through Arith 2 nails*. the diagonal web. * (gun nails 0.122" x 3 1/4") I ` (gun nails 0.122" x 31/4") Method 1 (suggested) I * Gun nails can be substituted with 3" screws. Strongback 1 I I I I I I I STRONGBACK (at mid span) R A-4k-A '? 3 rows of nails Strongback 2 (0.122" x 3 1/4") c/c at 4" do Joint cover of 32", center on splice (same height as strongback 1 and 2) Strongback can be cut between 2 joists for ducts, pipes and wires if needed, but at least 3 consecutive joists must remain attached together. **Use dry lumber for strongback** STRONGBACK OVERLAP DETAIL No.N5 JOIST ADJUSTEMENT TOLERANCE TYPICAL N1 Ground Floor Floor Truss Flush Label Description Width Depth Qty Plies PCs Length J1 OJ3 55 2.5 11.875 13 18-0-0 LVL/LSL Flush Label Description Width Depth Qty Plies PCs Length G4 2.0E PWT Treated LVL 1.75 11.875 1 2 2 28-0-0 G3 2.0E PWT Treated LVL 1.75 11.875 1 3 3 18-0-0 G2 2.0E PWT Treated LVL 1.75 11.875 1 2 2 2-0-0 LDR1 2.0E PWT Treated LVL 1.75 11.875 1 18-0-0 LDR1 2.0E PWT Treated LVL 1.75 11.875 1 12-0-0 l Joist (Flush) Label IDescription Width Depth Qty Plies PCs Length J2 NI-40x 2.5 11.875 7 2-0-0 Hanger Beam/Girder Supported Member PCs Description Skew Slope fasteners fasteners rLabel H1 2 HUC412 (Min) 16 16d 6 10d H2 40 IUS2.56/11.88 (Min) 10 10d H3 1 HUC412 (Max) 22 16d 10 10d Column Label Description Width Depth Qty Plies PCs Length C1 Anthony PPG Treated Column 5.25" X 5.5" 5.5 5.5 5 2 ° Load from Above 0 EXT2X6 N I-40x 11.875 2.0E PWT Treated LVL 1.75 X 11.875 0 OJ315 2.5 X 11.875 BEARING WALL THESE CONDITIONS ARE NOT PERMITTED 3"x15" 91/2"6 6"x10" i 3'x14" 81/2"0 7 6"W 3"x13" 7 7 1/4"o 7 7 5 3/4"x5 314" 3"x9" 5"0 4"4" N ' rn MECHANICAL SERVICE CLEARANCE Blocking Dearing wall or beam END -TO -END JOIST DETAIL No.N2P DETAIL No.18 DETAIL No.N17 DETAIL No.N3P1B round Floor n / J2 Q N ,vel) 1. Plan Design Notes: 2. Warning: Failure to follow these notes could cause property damage or personal injury. 3. The components represented on this drawing, are designed at the request and specification of the customer as an individual building component, in a vertical plane, to be incorporated into the building design at the specification of the building designer. 4. Provide copies of placement drawings and designs to the structures designer and construction supervisor. 5. This drawing reflects our best interpretation of the plans and specifications provided to us. These drawings supplement , but do not supercede the structural design drawings for the building. The structural designer shall coordinate the placement plans with the Project Plans. 6. Please check all dimensions and materials prior to ordering. Ordering of materials based on the attached materials list constitutes review and acceptance of the placement plans. 7. Handle and install products in accordance with APA Installation Guide, and Simpson Hangers Installation Guide. 8. Building Designer is responsible to insure that the loading shown on drawings is applicable to building and use. 9. The Engineered Wood Product designs are designed for gravity loads only. The Structural designer is responsible for lateral load accommodations, as required, from framing to building foundation. 10. The contractor or structural designer is responsible to insure that load bearing walls and foundations are adequate to support the loads imposed by the framing. Design of columns, walls, and fastening is by the structures designer. 11. All roof loads assumed to be supported by exterior walls only. I -Joist are not stable until completely installed and will not carry any load until braced and sheathed. 12. Do not stack construction materials on the floor or roof that induce loading on components greater than designated loads. 13. All flush beams noted as G, all drop beams noted as B. 14. Except for cutting to length, do not cut, drill, or notch I -Joist flanges. 15, Never install Engineered Wood products where they will be permanently exposed to weather, masonry, or concrete. 16. As an aid to the framer, this drawing may identify framing, headers, and hangers that have been specified by others. 17. This drawing is to be used only with the products specified on it. .f., PM MC Scale 3/8 inch : 1 Coastal Forest Products 34 Dunklee Rd Bow, NH 03304 603-623-4100 Layout Name B. Sweeney Description 64 Nantucket Ave South armouth Ma Sales Rep 1. 2. 3. 4. 5. 6. Framing Plan Revisions Date Date 7. Date 8. Date Urouncl I-loor Design Method ASD (USA) Building Code IBC/IRC 2015 Floor Loads Live 40 Dead 15 Deflection Joist LL Span U 480 TL Span U 240 Deflection Flush Girder LL Span L/ 480 TL Span U 240 Deflection Dropped Girder LL Span U 480 TL Span L/ 240 Deflection Header LL Span L/ 480 TL Span U 240 Decking SPF Plywood 3/4 APA Rated Sturd- Builder Shipping Created January 25, 2022 Designer MJL Engineer 21.40.338 Powered by i5tructTm Dataset: 22061001.1 This placement plan is to be used as an installation guide only. It is meant to be used in conjunction with the manufacturers installation guide, the architectural and structural drawings, and not to replace them. J Project ecure vertical (2x4) Secure strongback with ith 2 nails* to 2 nails* through the oth chords and bottom chord and trongback to vertical 1 nail* through ith 2 nails*. the diagonal web. * (gun nails 0.122" x 31/4") *(gun nails 0.122" x 3114") Method 1 (suggested) I Gun nails can be substituted with 3" screws. I I I I I I STRONGBACK (at mid span) nno+h^rl 9 c2 Min. 5/8" subfloor Rimboard OSB 1 1/8" JOIST ADJUSTEMENT TOLERANCE BEARING WALL Foundation bearing wall or beam THESE CONDITIONS ARE NOT PERMITTED 3"x15" 91/2"0 6"x10" 3"x14" 8 1 /2" 0 7 6"x8" 3'k13" 7 7 1/4"0 7 5 3/4"x5 3/4" c 3"x9" 6104 x6" -- MECHANICAL SERVICE CLEARANCE Blocking Dearing wall or beam END -TO -END JOIST TYPICAL N1 DETAIL No.N2P DETAIL No.18 DETAIL No.N 17 DETAIL No.N3P1 B Roof Strongback can be cut between 2 joists for ducts, pipes and wires if needed, but at least 3 consecutive joists must remain attached together. strongback 1 and 2) **Use dry lumber for strongback** STRONGBACK OVERLAP DETAIL No.N5 Roof LVL/LSL Flush) Label IDescription Width Depth Qty Plies PCs Length G1 2.0E CP-LAM 1.75 18 1 3 3_4 20-0-0 LVL/LSL (Dropped) Label Description Width Depth Qty Plies PCs Length B1 2.0E CP-LAM 1.75 1.75 11.875 1 3 3 12-0-0 B3 2.0E CP-LAM 14 1 3 3 30-0-0 1, ° Load from Above EXT2X6 2.0E CP-LAM 1.75 X 11.875 (Dropped) 2.0E CP-LAM 1.75 X 14 (Dropped) 2.0E CP-LAM 1.75 X 18 r_ co CL M 1. Plan Design Notes: 2. Warning: Failure to follow these notes could cause property damage or personal injury. 3. The components represented on this drawing, are designed at the request and specification of the customer as an individual building component, in a vertical plane, to be incorporated into the building design at the specification of the building designer. 4. Provide copies of placement drawings and designs to the structures designer and construction supervisor. 5. This drawing reflects our best interpretation of the plans and specifications provided to us. These drawings supplement , but do not supercede the structural design drawings for the building. The structural designer shall coordinate the placement plans with the Project Plans. 6. Please check all dimensions and materials prior to ordering. Ordering of materials based on the attached materials list constitutes review and acceptance of the placement plans. 7. Handle and install products in accordance with APA Installation Guide, and Simpson Hangers Installation Guide. 8. Building Designer is responsible to insure that the loading shown on drawings is applicable to building and use. 9. The Engineered Wood Product designs are designed for gravity loads only. The Structural designer is responsible for lateral load accommodations, as required, from framing to building foundation. 10. The contractor or structural designer is responsible to insure that load bearing walls and foundations are adequate to support the loads imposed by the framing. Design of columns, walls, and fastening is by the structures designer. 11. All roof loads assumed to be supported by exterior walls only. I -Joist are not stable until completely installed and will not carry any load until braced and sheathed. 12. Do not stack construction materials on the floor or roof that induce loading on components greater than designated loads. 13. All flush beams noted as G, all drop beams noted as B. 14. Except for cutting to length, do not cut, drill, or notch I -Joist flanges. 15. Never install Engineered Wood products where they will be permanently exposed to weather, masonry, or concrete. 16. As an aid to the framer, this drawing may identify framing, headers, and hangers that have been specified by others. 17. This drawinq is to be used only with the products specified on it. MC TM FOR E ..�: Scale 3/8 inch : 1 s U O w i+ir O w Coastal Forest Products 34 Dunklee Rd Bow, NH 03304 603-623-4100 Layout Name B. Sweeney Description 64 Nantucket Ave South armouth_ Ma Sales Rep Framing Plan Revisions 1. Date 2. Date 3. Date 4. Date 5. M Date I 7. A Design Method ASD (USA) Building Code IBC/IRC 2015 Live 40 Dead 15 Deflection Joist LL Span U 480 TL Span L/ 240 Deflection Flush Girder LL Span L/ 480 TL Span U 240 Deflection Dropped Girder LL Span U 480 TL Span L/ 240 Deflection Header LL Span L/ 480 TL Span U 240 Decking Decking SPF Plywood 3/4 APA Rated Sturd- Builder Shipping Created January 25, 2022 Designer MJL Engineer 21,40338 Powered by iStruct- Dataset: 22061001.1 This placement plan is to be used as an installation guide only. It is meant to be used in conjunction with the manufacturers installation guide, the architectural and structural drawings, and not to replace them. Proiect e vertical (2x4) Secure strongback with nails* to 2 nails* through the hords and bottom chord and aback to vertical 1 nail* through nails*. the diagonal web. Is 0.122" x 3 1/4") *(gun nails 0.122" x 3 1/4") Method 1 \ (suggested) I rails substituted screws. I STRONGBACK (at mid span) (2 strongback 1 and 2) igback can be cut between 2 joists ucts, pipes and wires if needed, t least 3 consecutive joists remain attached together, dry lumber for strongback** STRONGBACK OVERLAP DETAIL No.N5 JOIST ADJUSTEMENT TOLERANCE TYPICAL N 1 Ground Floor Floor Truss Flush Label Description Width Depth Qty Plies PCs Length J 1 OJ315 2.5 11.875 13 18-0-0 ' VL/LSL Flush Label Description Width Depth Qty Plies PCs Length G4 2.0E PWT Treated LVL 1.75 11.875 1 2 2 28-0-0 G3 2.0E PWT Treated LVL 1.75 11.875 1 3 3 18-0-0 G2 2.0E PWT Treated LVL 1.75 11.875 1 2 2 2-0-0 LDR1 2. OE PWT Treated LVL 1.75 11.875 1 18-0-0 LDR1 2.0E PWT Treated LVL 1.75 11.875 1 12-0-0 Joist Flush Label Description Width Depth Qty Plies PCs Length J2 N1-40x 2.5 11.875 7 2-0-0 4anger Beam/Girder Supported Member Label PCs Description Skew Slope fasteners fasteners H1 2 HUC412 (Min) 16 16d 6 10d H2 40 IUS2.56/11.88 (Min) 10 10d H3 1 HUC412 (Max) 22 16d 10 10d ,olumn Label Description Width Depth Qty Plies PCs Length C1 Anthony PPG Treated Column 5.25" X 5.5" 5.5 5.5 5 2 Load from Above EXT2X6 NI-40x 11.875 2.0E PWT Treated LVL 1.76 X 11.875 OJ315 2.5 X 11.875 BEARING WALL THESE CONDITIONS ARE NOT PERMITTED 3"x15" g 1/2.0 6"x10" 3"x14" 81/2"0 z 6"x8" a 3"x13" 7 1/4"0 7 5 3/4"x5 3/4" I" 3"xF 5"O 4"x6" MECHANICAL SERVICE CLEARANCE Blocking Dearing wan or beam END -TO -END JOIST DETAIL No.N2P DETAIL No.13 DETAIL No. N17 DETAIL No.N3P1 B round Floor Existing /1 I Liel) 1. Plan Design Notes: 2. Warning: Failure to follow these notes could cause property damage or personal injury. 3. The components represented on this drawing, are designed at the request and specification of the customer as an individual building component, in a vertical plane, to be incorporated into the building design at the specification of the building designer. 4. Provide copies of placement drawings and designs to the structures designer and construction supervisor. 5. This drawing reflects our best interpretation of the plans and specifications provided to us. These drawings supplement , but do not supercede the structural design drawings for the building. The structural designer shall coordinate the placement plans with the Project Plans. 6. Please check all dimensions and materials prior to ordering. Ordering of materials based on the attached materials list constitutes review and acceptance of the placement plans. 7. Handle and install products in accordance with APA Installation Guide, and Simpson Hangers Installation Guide. 8. Building Designer is responsible to insure that the loading shown on drawings is applicable to building and use. 9. The Engineered Wood Product designs are designed for gravity loads only. The Structural designer is responsible for lateral load accommodations, as required, from framing to building foundation. 10. The contractor or structural designer is responsible to insure that load bearing walls and foundations are adequate to support the loads imposed by the framing. Design of columns, walls, and fastening is by the structures designer. 11. All roof loads assumed to be supported by exterior walls only. I -Joist are not stable until completely installed and will not carry any load until braced and sheathed. 12. Do not stack construction materials on the floor or roof that induce loading on components greater than designated loads. 13. All flush beams noted as G, all drop beams noted as B. 14. Except for cutting to length, do not cut, drill, or notch I -Joist flanges. 15. Never install Engineered Wood products where they will be permanently exposed to weather, masonry, or concrete. 16. As an aid to the framer, this drawing may identify framing, headers, and hangers that have been specified by others. 17. This drawing is to be used only with the products specified on it. Scale 3/8 inch : 1 Coastal Forest Products 34 Dunklee Rd Bow, NH 03304 603-623-4100 Layout Name B. Sweeney Description 64 Nantucket Ave South armouth Ma Sales Rep Framing Plan Revisions 1. Date 2. Date 3. Date 4. Date 5. Date 6. Date 7. Date 8. Date Ground Floor Design Method ASD (USA) Building Code IBC/IRC 2015 Live 40 Dead 15 Deflection Joist LL Span U 480 TL Span U 240 Deflection Flush Girder LL Span U 480 TL Span L/ 240 Deflection Dropped Girder LL Span U 480 TL Span U 240 Deflection Header LL Span U 480 TL Span U 240 Decking Decking SPF Plywood 3/4 APA Rated Sturd- Builder Shipping Created January 25, 2022 Designer MJL Engineer Powered by iStructT- Dataset: 22081504.276 This placement plan is to be used as an installation guide only. It is meant to be used in conjunction with the manufacturers installation guide, the architectural and structural drawings, and not to replace them. Proi ecure vertical (2x4) Secure strongback with ith 2 nails* to 2 nails* through the oth chords and bottom chord and trongback to vertical 1 nail* through ith 2 nails*. the diagonal web. (gun nails 0.122" x 3 1141) * (gun nails 0.122" x 3 1/4") Method 1 (suggested) * Gun nails can be substituted with 3" screws. I I I I I I STRONGBACK (at mid span) Strongback can be cut between 2 joists for ducts, pipes and wires if needed, but at least 3 consecutive joists must remain attached together. nne+t,-A '7 2 strongback 1 and 2) **Use dry lumber for strongback** STRONGBACK OVERLAP I DETAIL No.N5 Min. 5/8" subfloor JOIST ADJUSTEMENT TOLERANCE TYPICAL N1 Roof LVL/LSL Flush Label IDescription Width Depth Qty Plies PCs Length G1 2.0E CP-LAM 1.75 18 1 3 3 20-0-0 dtion Width Depth Qty Plies Pcs Length W LAM 1.75 11.875 1 3 3 12-0-0 LAM 1.75 14 1 3 3 30-0-0 Hanger Beam/Girder Supported Member Label Pcs Description Skew Slope #asteners fasteners H4 28 LSSJ21OLZ/RZ 20 Var Var 6 0.148x3 60.1 Load from Above a EXT2X6 2.0E CP-LAM 1.75 X 11.875 (Dropped) 2.0E CP-LAM 1.75 X 14 (Dropped) 2.OE CP-LAM 1.76 X 18 _a S-P-F #2 1.5 X 9.25 Rimboard OSB 1 1/8" Roof Foundation bearing wall or beam BEARING WALL DETAIL No.N2P Existing Dv THESE CONDITIONS ARE NOT PERMITTED DETAIL No. 18 3'X15" 9112"0 6'X10" io 3"x14" 81/2"0 7 6"x8" a 3"x13" 7 7 1/4"0 - 5 314"x5 3/4" �o 3"x9" 5"0 4"x6" N rn MECHANICAL SERVICE CLEARANCE DETAIL No.N17 Blocking uudnny wcll or beam END -TO -END JOIST DETAIL No.N3P1 B V1_M W CL co 1. Plan Design Notes: 2. Warning: Failure to follow these notes could cause property damage or personal injury. 3. The components represented on this drawing, are designed at the request and specification of the customer as an individual building component, in a vertical plane, to be incorporated into the building design at the specification of the building designer. 4. Provide copies of placement drawings and designs to the structures designer and construction supervisor. 5. This drawing reflects our best interpretation of the plans and specifications provided to us. These drawings supplement , but do not supercede the structural design drawings for the building. The structural designer shall coordinate the placement plans with the Project Plans. 6. Please check all dimensions and materials prior to ordering. Ordering of materials based on the attached materials list constitutes review and acceptance of the placement plans. 7. Handle and install products in accordance with APA Installation Guide, and Simpson Hangers Installation Guide. 8. Building Designer is responsible to insure that the loading shown on drawings is applicable to building and use. 9. The Engineered Wood Product designs are designed for gravity loads only. The Structural designer is responsible for lateral load accommodations, as required, from framing to building foundation. 10. The contractor or structural designer is responsible to insure that load bearing walls and foundations are adequate to support the loads imposed by the framing. Design of columns, walls, and fastening is by the structures designer. 11. All roof loads assumed to be supported by exterior walls only. I -Joist are not stable until completely installed and will not carry any load until braced and sheathed. 12. Do not stack construction materials on the floor or roof that induce loading on components greater than designated loads. 13. All flush beams noted as G, all drop beams noted as B. 14. Except for cutting to length, do not cut, drill, or notch I -Joist flanges. 15. Never install Engineered Wood products where they will be permanently exposed to weather, masonry, or concrete. 16. As an aid to the framer, this drawing may identify framing, headers, and hangers that have been specified by others. 17. This drawing is to be used only with the products specified on it. Roof Framing Plan 2x10 Rafters 3-ply 18" LVL Structural Ridge Simpson H 1 Hurricane Tie • M Scale 3/8 inch : 1 Coastal Forest Products 34 Dunklee Rd Bow, NH 03304 603-623-4100 Layout Name B. Sweeney Description 64 Nantucket Ave South armouth Ma Sales Rep Framing Plan Revisions 1. Date 2. 3. Date 4. Date 5. Date 6. Date 7. Date 8. Date Roof Design Method ASD (USA) Building Code IBC/IRC 2015 Floor Loads Live C Dead 15 Snow 55 Deflection Joist LL Span U 48C TL Span U 24C Deflection Flush Girder LL Span U 48C TL Span L/ 24C Deflection Dropped Girder LL Span L/ 48C TL Span U 24C Deflection Header LL Span L/ 48C TL Span U 24C Decking Decking SPF Plywooc Builder Shipping -- Created January 25, 2022 ____ Designer MJL Engineer Project 21.40.338 Powered by iStructT- Dataset: 22081504.276 This placement olan is to be used as an installation guide only. It is meant to be used in conjunction with the manufacturers installation guide, the architectural and structural drawings, and not to replace them. LOCATION MAP D Z W c./z-c z. DATE =2206] ZONING DISTRICT: IR-25 REQUIRED EXISTING PROPOSED MIN. LOT AREA 25,000 S.F. 9,863t S.F. 9,863f S.F. MIN. LOT FRONTAGE 150' 188.10' 188.10, FRONT SETBACK (25' COLOT) 19.9'f 19.9'f SIDE SETBACK 15' N/A N/A REAR SETBACK 20' 32,5' 30't BUILDING COVERAGE 25% 17.1 f% 21.7f% MAP 33 OWNER OF RECORD: PCL. 149 WILLIAM H. & MARGO J. SWEENEY 32 ROULEAU DRIVE SOMERSWORTH, NH 03878 N 86'59'Sp" E 100.16' REFERENCES: CERTIFICATE #217892 SHED LAND COURT PLAN #22356—A LOT 24 1 1 ASSESSORS MAP 33 PARCEL 150 N N 9,863t (0.23t S.F. AC.) I I ; Q ; THE SEPTIC SYSTEM SHOWN IS AN APPROXIMATE LOCATION BASED ON a BOARD OF HEALTH RECORDS. SEPTIC TANK =—, i = Q p O I 1 OS -_____` o MAP 33 ;2 PCL. 151 0 QL�L L��UL ED — 32.5' to EXISTING 9.83, 30' AM 0 2 2022 DWELLING #64 /—ADDITION PROPOSED HEfaLTH DEPT. 26.9' 04 DECK cd a GROUND 1.5' PROPOSED STAIRS m cO AND LANDING tO PAVED DRIVEWAY ' S 73.71 GROUND I DECK I WAM PAN OAG ROAD SITE PLAN 64 NANTU.CKET AVENUE SOUTH YARMOUTH, MA PREPARED FOR: WILLIAM & MARGO SWEEN EY SCALE„ 1 " = 20' JUNE 27, 2022 GRAPHIC SCALE IN FEET 20' 10' 0' 20' 40' DEMAREST LAND SURVEYING 338 MAYFAIR ROAD SOUTH DENNIS, MA 02660 508-364-9049