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HomeMy WebLinkAboutFlood Mitigation Plan 3.20.202550 POWERS LANE RENOVATIONS & FLD. MITIGATION 50 POWERS LANE WEST YARMOUTH, MA ISSUED FOR YARMOUTH CONSERVATION NOI 2 0 2 5 . 0 3 . 2 0 ADDITION AND FLOOD MITIGATION DN DN DN DEMOLISHED EXISTING NEW 6' - 2"6' - 0"6' - 0"6' - 2"6' - 4 1/2"25' - 9"14' - 2 1/8"34' - 2 1/8" KITCHEN DINING ROOM BEDROOM 1BEDROOM 2 FAMILY ROOM BATH ROOM UP UP 1 1.5 2 2.5 3 3.5 ABCDB.5 ORIGINAL COTTAGE 1987 2015 ADDITION REMOVE EXISTING DECK SUPPORTS DURING HOUSE LIFT 14' - 5 1/4"7' - 10"7' - 10"18' - 3" 3' - 8"BEDROOM 3 26' x 18' BILLIARDS ROOM BATHROOM CLOSET DN 7' - 8 3/8"10' - 4 3/8"11' - 9"4' - 5" 1 1.5 2 2.5 3 3.5 ABCDB.5 ORIGINAL COTTAGE 1987 2015 ADDITION 6' - 2"6' - 0"6' - 0"6' - 2"6' - 4 1/2"25' - 9"14' - 2 1/8"34' - 2 1/8" 14' - 5 1/4"7' - 10"7' - 10"18' - 3" Project Number 8 8 W E S T ARCHITECTURE L L C 8 8 w e s t / 4 2 n o r t h c h i c a g o i l . 6 0 6 5 7 p : 1 . 3 1 2 . 5 0 5 . 7 4 5 3 h t t p : / / w w w . 8 8 w e s t . a r t 88 WEST ARCHITECTURE EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS FOR ANY DRAWINGS PRODUCED FOR THIS PROJECT. NO DRAWINGS ARE TO BE REPRODUCED, ALTERED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING EXPRESSED WRITTEN PERMISSION AND CONSENT OF 88 WEST ARCHITECTURE. ANY PUBLISHED PHOTOGRAPHS OF THIS PROJECT SHOULD CREDIT 88 WEST ARCHITECTURE. NOTE: THESE DRAWINGS MAY HAVE BEEN REPRODUCED AT A SIZE DIFFERENT FROM THE ONE ORIGINALLY NOTED. OWNER AND ARCHITECT ASSUME NO RESPONSIBILITY FOR USE OF INCORRECT SCALED INFORMATION. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO PROCEEDING WITH CONSTRUCTION AND IMMEDIATELY NOTIFY ARCHITECT OF DISCREPANCIES OR CONFLICTS. NOT FOR CONSTRUCTION © 2025 Reserved for Authority Having Jurisdiction A 1.0 EXISTING FIRST & SECOND FLOOR PLAN 24-11 50 POWERS LANE RENOVATIONS & FLD. MITIGATION 50 POWERS LANE WEST YARMOUTH, MA StrongTree Engineering Surveyor / Civil Engineers Marstons Mills, MA 774.559.3942 Michele Cudilo, PE Structural Engineer Centerville, MA 508.737.8521 GENERAL FINISH NOTES • ALL INTERIOR FINISH AND TRIM MATERIALS SHALL MEET CLASS 1 FLAME SPREAD RATING OF 0-25, AND A SMOKE DEVELOPED RATING OF LESS THEN 200 WHEN TESTED IN ACCORDANCE WITH ASTM E84. • PATCH ALL WALLS, CEILINGS, FLOORS AND OTHER SURFACES IN THE EXISTING BUILDING AS REQUIRED AFTER REMOVAL OF INSTALLATION EQUIPMENT, PIPING, WIRING, WALLS, ETC. CONTRACTOR TO THROUGHLY EXAMINE ALL DRAWINGS AND EXISTING CONDITIONS FOR PATCHING REQUIREMENTS • AT THE HEAD OF ALL DOORS, PROVIDE PARTITION CONSTRUCTION SIMILAR TO ADJACENT PARTITIONS • CAULK BETWEEN ALL DISSIMILAR MATERIALS, ALUMINUM, PLASTIC, LAMINATE, GYPSUM BOARD, FINISH WOODS, ETC. WITH PAINTABLE SILICONE CAULK. CAULK COLOR TO BE SELECTED BY ARCHITECT NOTE:ALL DIMENSIONS TAKEN TO FINISHED SURFACES UNLESS OTHERWISE NOTED. G.C. TO FIELD VERIFY ADDITION COMPLIES WITH ALL REQUIRED SETBACKS PRIOR TO FOUNDATION WORK. NOFITY ARCHITECT IMMEDIATELY OF ANY DISCREPENCIES. G.C. REPSONSIBLE FOR AS-BUILT DRAWINGS IF REQUIRED. WALL LEGEND 1/4" = 1'-0"1 Level 1 Plan - EXISTING 1/4" = 1'-0"2 Level 2 Plan - EXISTING 0'2'4'16'8' 1/4" = 1'-0" No. Description Date 1 FOR REFERENCE ONLY 03/20/25 GENERAL CONSTRUCTION NOTES 0 THE GENERAL CONTRACTOR SHALL DELIVER A FULLY ENCLOSED AND COMPLETE BUILDING CONSISTENT WITH THE DESIGN DRAWINGS AND REGIONAL CONSTRUCTION METHODS. IF THE DRAWINGS HAVE OMITTED A SPECIFICATION FOR A NECESSARY BUILDING COMPONENT, THE GENERAL CONTRACTOR SHALL PROPOSE AN APPROPRIATE PRODUCT OR MATERIAL AT NO ADDITIONAL COST TO THE OWNER. CHANGE ORDERS WILL BE ALLOWED ONLY WHEN SPECIFIED WORK IS TO BE REVISED AT THE DIRECTION OF THE OWNER OR ARCHITECT, OR WHEN CONCEALED CONDITIONS PREVENTED THE CONTRACTOR FROM DETERMINING THE FULL SCOPE OF WORK REQUIRED, OR AS OTHERWISE ALLOWED IN THE OWNERS CONTRACT WITH THE GENERAL CONTRACTOR.. 1 ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO SIMILAR SITUATIONS ON THE PROJECT UNLESS A DIFFERENT DETAIL OR SECTION IS SHOWN. 2 THE CONTRACTORS SHALL CAREFULLY EXAMINE THE CONTRACT DOCUMENTS AND THE CONSTRUCTION SITE TO OBTAIN FIRST HAND KNOWLEDGE OF THE EXISTING CONDITIONS. NO CHANGE ORDERS WILL BE ALLOWED FOR WORK THAT COULD HAVE BEEN DETERMINED BY EXAMINING THE SITE AND DOCUMENTS. 3 THE CONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AT THE SITE. ALL EXISTING CONDITIONS SHALL BE VERIFIED BY FIELD MEASUREMENT PRIOR TO CONSTRUCTION, FABRICATION OR INSTALLATION. 4 THE CONTRACTORS SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES BETWEEN FIELD OBSERVATION AND CONTRACT DOCUMENTS. 5 WHERE SPECIFIC DIMENSIONS, DETAILS OR DESIGN INTENT CANNOT BE DETERMINED FROM THE DRAWINGS, CONSULT W ITH THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK. 6 ALL MATERIALS, EQUIPMENT AND LABOR SHALL BE PROVIDED BY THE CONTRACTOR UNLESS NOTED OTHERWISE. 7 THE CONTRACTOR TO PROVIDE AND INSTALL APPROVED FIREBLOCKING AND UL CERTIFIED FIRE CAULKING OR FOAM AT ALL FIRE RATED PENETRATIONS AND ASSEMBLIES AS REQUIRED. 8 THE GENERAL CONTRACTOR WILL BE REQUIRED TO COORDINATE WITH OWNER FOR OWNER FURNISHED ITEMS AND EQUIPMENT AS APPLICABLE. 9 THE CONTRACTOR AND THEIR SUB CONTRATOR SHALL COORDINATE ALL ASPECTS OF THE WORK. EACH CONTRACTOR AND SUB CONTRACTOR SHALL COORDINATE HIS WORK WITH THE WORK OF OTHER TRADES. NO EXTRA WILL BE ALLOWED DUE TO LACK OF PROJECT COORDINATION. 10 THE GENERAL CONTRACTOR WILL BE REQUIRED TO PROVIDE A FINAL PUNCHLIST TO THE ARCHITECT FOR REVIEW AND COMMENTARY PRIOR TO SUBSTANTIAL COMPLETION. 11 INSTALL MATERIALS AND SYSTEMS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND REVIEWED SUBMITTALS. 12 PROTECT THE EXISTING BUILDING AND SITE TO REMAIN. REPAIR/ REPLACE ANY SURFACES OR ITEMS THAT ARE DAMAGED DURING CONSTRUCTION. 13 NEW WORK SHALL ALIGN WITH AND MATCH EXISTING WORK EXCEPT WHERE OTHERWISE DIMENSIONED OR DETAILED. 14 INSTALL MATERIALS AND SYSTEMS IN PROPER RELATION WITH ADJACENT CONSTRUCTION AND WITH UNIFORM APPEARANCE. 15 PROVIDE PEEL & STICK MODIFIED BITUMEN WATERPROOFING THROUGHOUT CRAWLSPACE/BASEMENT WALLS. 16 BROOM SWEEP AND REMOVE DEBRIS FROM THE SITE ON A DAILY BASIS. DW A 2.2 5' - 4"7' - 10" 7' - 10"6' - 2"6' - 0"6' - 0"6' - 2"BROOM CLOSET 6' - 5"20' - 5"5' - 4" 5' - 7" (OPEN ABOVE)CABINETS W/ WOOD TOPCABINETS W/ WOOD TOPQUARTZ ISLAND & COUNTER OUTDOOR SHOWER FLOOR FINISH TBD (LVL TILE OR ENGINEERED WD) FLOOR FINISH TBD (LVL TILE OR ENGINEERED WD) RELOCATED LG WALL UNIT NEW LG WALL- MOUNTED UNIT EXISTING LG WALL UNIT EXISTING LG WALL UNIT (OPEN ABOVE) 1 1.5 2 2.5 3 3.5 4 ABCDB.5 (SEE STRUCTURAL FRAMING PLAN FOR COLUMNS, TYP.) A 2.2 1 2 A 3.1 1 A 3.1 2 ORIGINAL COTTAGE 1987 2015 ADDITION 7" 18' - 3" 0' - 0" -0' - 4"12.5%-2' - 0" 0' - 0" +12.00 NAVD +12.00 NAVD DINING 102 LIVING 103 KITCHEN 101 HALL 104 PWDR 104a ENSUITE BEDROOM ONE 106 +11.67 NAVD EXISTING DECK (LIFTED WITH HOUSE) FAMILY 105 BATH 106a LAUNDRY 105a MECH 110 SEE STRUCTURAL FRAMING PLANS FOR COLUMN, WALL AND FOUNDATION INFORMATION EXISTING EXTERIOR STAIR 33' - 6"25' - 9"6' - 5"1 1.5 2 2.5 3 3.5 4 13' - 4"6' - 2"6' - 0"6' - 0"6' - 2"ABC 14' - 5"7' - 10" 7' - 10"18' - 3" D B.5 A 2.2 1 2 A 3.1 1 A 3.15' - 6 1/2"EXISTING CRAWL SPACE (NO WORK) +5.33 NAVD +4.33 NAVD -6' - 8" -7' - 8" NEW WELL FOR CRAWL ACCESS -7' - 0" +5.00 NAVD NEW EXTERIOR CRAWL ACCESS 7' - 0"6' - 0" 9' - 8 7/8"7' - 10"5' - 6"9' - 9 1/8"4 7/8" EXISTING CRAWL SPACE 002 EXISTING CRAWL SPACE 001 +6.58 NAVD CRAWL SPACE 003 -5' - 5" NEW C.I.P. CONCRTE FOUNDATION WALLS. SEE STRUCTURAL FRAMING PLANS EXISTING C.I.P. CONCRTE FOUNDATION WALLS 7" NEW STONE RETAINING WALL 2' - 2"2' - 2"5" EXISTING ACCESS OPENING NEW INTERIOR CRAWL ACCESS NEW PLANNED ADDITION 2015 ADDITION ORIGINAL COTTAGE 1987 --- - DEMOLISHED EXISTING NEW Project Number 8 8 W E S T ARCHITECTURE L L C 8 8 w e s t / 4 2 n o r t h c h i c a g o i l . 6 0 6 5 7 p : 1 . 3 1 2 . 5 0 5 . 7 4 5 3 h t t p : / / w w w . 8 8 w e s t . a r t 88 WEST ARCHITECTURE EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS FOR ANY DRAWINGS PRODUCED FOR THIS PROJECT. NO DRAWINGS ARE TO BE REPRODUCED, ALTERED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING EXPRESSED WRITTEN PERMISSION AND CONSENT OF 88 WEST ARCHITECTURE. ANY PUBLISHED PHOTOGRAPHS OF THIS PROJECT SHOULD CREDIT 88 WEST ARCHITECTURE. NOTE: THESE DRAWINGS MAY HAVE BEEN REPRODUCED AT A SIZE DIFFERENT FROM THE ONE ORIGINALLY NOTED. OWNER AND ARCHITECT ASSUME NO RESPONSIBILITY FOR USE OF INCORRECT SCALED INFORMATION. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO PROCEEDING WITH CONSTRUCTION AND IMMEDIATELY NOTIFY ARCHITECT OF DISCREPANCIES OR CONFLICTS. NOT FOR CONSTRUCTION © 2025 Reserved for Authority Having Jurisdiction A 1.1 PROPOSED CRAWL & FIRST FLOOR PLAN 24-11 50 POWERS LANE RENOVATIONS & FLD. MITIGATION 50 POWERS LANE WEST YARMOUTH, MA StrongTree Engineering Surveyor / Civil Engineers Marstons Mills, MA 774.559.3942 Michele Cudilo, PE Structural Engineer Centerville, MA 508.737.8521 1/4" = 1'-0"1 Level 1 - PROPOSED 1/4" = 1'-0"0 T/ Crawl Slab - PROPOSED 0'2'4'16'8' 1/4" = 1'-0" GENERAL FINISH NOTES • ALL INTERIOR FINISH AND TRIM MATERIALS SHALL MEET CLASS 1 FLAME SPREAD RATING OF 0-25, AND A SMOKE DEVELOPED RATING OF LESS THEN 200 WHEN TESTED IN ACCORDANCE WITH ASTM E84. • PATCH ALL WALLS, CEILINGS, FLOORS AND OTHER SURFACES IN THE EXISTING BUILDING AS REQUIRED AFTER REMOVAL OF INSTALLATION EQUIPMENT, PIPING, WIRING, WALLS, ETC. CONTRACTOR TO THROUGHLY EXAMINE ALL DRAWINGS AND EXISTING CONDITIONS FOR PATCHING REQUIREMENTS • AT THE HEAD OF ALL DOORS, PROVIDE PARTITION CONSTRUCTION SIMILAR TO ADJACENT PARTITIONS • CAULK BETWEEN ALL DISSIMILAR MATERIALS, ALUMINUM, PLASTIC, LAMINATE, GYPSUM BOARD, FINISH WOODS, ETC. WITH PAINTABLE SILICONE CAULK. CAULK COLOR TO BE SELECTED BY ARCHITECT GENERAL CONSTRUCTION NOTES 0 THE GENERAL CONTRACTOR SHALL DELIVER A FULLY ENCLOSED AND COMPLETE BUILDING CONSISTENT WITH THE DESIGN DRAWINGS AND REGIONAL CONSTRUCTION METHODS. IF THE DRAWINGS HAVE OMITTED A SPECIFICATION FOR A NECESSARY BUILDING COMPONENT, THE GENERAL CONTRACTOR SHALL PROPOSE AN APPROPRIATE PRODUCT OR MATERIAL AT NO ADDITIONAL COST TO THE OWNER. CHANGE ORDERS WILL BE ALLOWED ONLY WHEN SPECIFIED WORK IS TO BE REVISED AT THE DIRECTION OF THE OWNER OR ARCHITECT, OR WHEN CONCEALED CONDITIONS PREVENTED THE CONTRACTOR FROM DETERMINING THE FULL SCOPE OF WORK REQUIRED, OR AS OTHERWISE ALLOWED IN THE OWNERS CONTRACT WITH THE GENERAL CONTRACTOR.. 1 ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO SIMILAR SITUATIONS ON THE PROJECT UNLESS A DIFFERENT DETAIL OR SECTION IS SHOWN. 2 THE CONTRACTORS SHALL CAREFULLY EXAMINE THE CONTRACT DOCUMENTS AND THE CONSTRUCTION SITE TO OBTAIN FIRST HAND KNOWLEDGE OF THE EXISTING CONDITIONS. NO CHANGE ORDERS WILL BE ALLOWED FOR WORK THAT COULD HAVE BEEN DETERMINED BY EXAMINING THE SITE AND DOCUMENTS. 3 THE CONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AT THE SITE. ALL EXISTING CONDITIONS SHALL BE VERIFIED BY FIELD MEASUREMENT PRIOR TO CONSTRUCTION, FABRICATION OR INSTALLATION. 4 THE CONTRACTORS SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES BETWEEN FIELD OBSERVATION AND CONTRACT DOCUMENTS. 5 WHERE SPECIFIC DIMENSIONS, DETAILS OR DESIGN INTENT CANNOT BE DETERMINED FROM THE DRAWINGS, CONSULT W ITH THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK. 6 ALL MATERIALS, EQUIPMENT AND LABOR SHALL BE PROVIDED BY THE CONTRACTOR UNLESS NOTED OTHERWISE. 7 THE CONTRACTOR TO PROVIDE AND INSTALL APPROVED FIREBLOCKING AND UL CERTIFIED FIRE CAULKING OR FOAM AT ALL FIRE RATED PENETRATIONS AND ASSEMBLIES AS REQUIRED. 8 THE GENERAL CONTRACTOR WILL BE REQUIRED TO COORDINATE WITH OWNER FOR OWNER FURNISHED ITEMS AND EQUIPMENT AS APPLICABLE. 9 THE CONTRACTOR AND THEIR SUB CONTRATOR SHALL COORDINATE ALL ASPECTS OF THE WORK. EACH CONTRACTOR AND SUB CONTRACTOR SHALL COORDINATE HIS WORK WITH THE WORK OF OTHER TRADES. NO EXTRA WILL BE ALLOWED DUE TO LACK OF PROJECT COORDINATION. 10 THE GENERAL CONTRACTOR WILL BE REQUIRED TO PROVIDE A FINAL PUNCHLIST TO THE ARCHITECT FOR REVIEW AND COMMENTARY PRIOR TO SUBSTANTIAL COMPLETION. 11 INSTALL MATERIALS AND SYSTEMS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND REVIEWED SUBMITTALS. 12 PROTECT THE EXISTING BUILDING AND SITE TO REMAIN. REPAIR/ REPLACE ANY SURFACES OR ITEMS THAT ARE DAMAGED DURING CONSTRUCTION. 13 NEW WORK SHALL ALIGN WITH AND MATCH EXISTING WORK EXCEPT WHERE OTHERWISE DIMENSIONED OR DETAILED. 14 INSTALL MATERIALS AND SYSTEMS IN PROPER RELATION WITH ADJACENT CONSTRUCTION AND WITH UNIFORM APPEARANCE. 15 PROVIDE PEEL & STICK MODIFIED BITUMEN WATERPROOFING THROUGHOUT CRAWLSPACE/BASEMENT WALLS. 16 BROOM SWEEP AND REMOVE DEBRIS FROM THE SITE ON A DAILY BASIS. NOTE:ALL DIMENSIONS TAKEN TO FINISHED SURFACES UNLESS OTHERWISE NOTED. G.C. TO FIELD VERIFY ADDITION COMPLIES WITH ALL REQUIRED SETBACKS PRIOR TO FOUNDATION WORK. NOFITY ARCHITECT IMMEDIATELY OF ANY DISCREPENCIES. G.C. REPSONSIBLE FOR AS-BUILT DRAWINGS IF REQUIRED. WALL LEGEND No. Description Date 1 FOR REFERENCE ONLY 03/20/25 A 2.3 1 A 2.2 5' - 4 7/8"11' - 7"16' - 0" EXISTING BALCONY 11.5' x 5' INFILL FLOOR LOW HEAD- ROOM OPEN TO BELOW ROOF DECK / TERRACE UP DN 03 39 39 39 OPEN TO BELOW FLOOR FINISH TBD (LVL TILE, CARPET, OR ENGINEERED WD) FLOOR FINISH TBD (LVL TILE OR ENGINEERED WD) FLOOR FINISH TBD (LVL TILE, CARPET, OR ENGINEERED WD) RELOCATED LG WALL UNIT NEW LG WALL- MOUNTED UNIT NEW LG WALL- MOUNTED UNIT LOW HEAD- ROOM 1 1.5 2 2.5 3 3.5 4 ABCDB.5 COLUMN, FINISH W/ PTD. GYP. (SEE FRAMING PLAN, TYP.) A 2.2 1 2 A 3.1 1 A 3.1 2 A 2.32 14' - 5 1/4"7' - 10"7' - 10"18' - 3" 2' - 1"3' - 3"7' - 2"1' - 10 3/4"1/2" 9' - 9" 8' - 6" LOW HEAD- ROOM RELOCATE OPENING ENSUITE BEDROOM TWO 202 BATH 201a3' - 6"BATH 202a CLOSET 202b BEDROOM THREE 203 CLOSET 203a HALL 201 +21.75 NAVD +20.50 NAVD A 2.3 1 A 2.2 18' - 5 1/8"DN 1 1.5 2 2.5 3 3.5 4 ABCD 14' - 5 1/4"7' - 10"7' - 10"18' - 3" B.5 A 2.2 1 2 A 3.1 1 A 3.1 2 A 2.32 4 1/4" / 12"4 1/4" / 12"BELVEDERE 301 DEMOLISHED EXISTING NEW 1.5 2 2.5 3 BCB.5 2 A 3.1 1 A 3.1 6" / 12"7" / 12" Project Number 8 8 W E S T ARCHITECTURE L L C 8 8 w e s t / 4 2 n o r t h c h i c a g o i l . 6 0 6 5 7 p : 1 . 3 1 2 . 5 0 5 . 7 4 5 3 h t t p : / / w w w . 8 8 w e s t . a r t 88 WEST ARCHITECTURE EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS FOR ANY DRAWINGS PRODUCED FOR THIS PROJECT. NO DRAWINGS ARE TO BE REPRODUCED, ALTERED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING EXPRESSED WRITTEN PERMISSION AND CONSENT OF 88 WEST ARCHITECTURE. ANY PUBLISHED PHOTOGRAPHS OF THIS PROJECT SHOULD CREDIT 88 WEST ARCHITECTURE. NOTE: THESE DRAWINGS MAY HAVE BEEN REPRODUCED AT A SIZE DIFFERENT FROM THE ONE ORIGINALLY NOTED. OWNER AND ARCHITECT ASSUME NO RESPONSIBILITY FOR USE OF INCORRECT SCALED INFORMATION. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO PROCEEDING WITH CONSTRUCTION AND IMMEDIATELY NOTIFY ARCHITECT OF DISCREPANCIES OR CONFLICTS. NOT FOR CONSTRUCTION © 2025 Reserved for Authority Having Jurisdiction A 1.2 PROPOSED SECOND & THIRD FLOOR PLAN 24-11 50 POWERS LANE RENOVATIONS & FLD. MITIGATION 50 POWERS LANE WEST YARMOUTH, MA StrongTree Engineering Surveyor / Civil Engineers Marstons Mills, MA 774.559.3942 Michele Cudilo, PE Structural Engineer Centerville, MA 508.737.8521 1/4" = 1'-0"2 L02 PLAN - PROPOSED 1/4" = 1'-0"3 L03 PLAN & L02 ROOF - PROPOSED GENERAL FINISH NOTES • ALL INTERIOR FINISH AND TRIM MATERIALS SHALL MEET CLASS 1 FLAME SPREAD RATING OF 0-25, AND A SMOKE DEVELOPED RATING OF LESS THEN 200 WHEN TESTED IN ACCORDANCE WITH ASTM E84. • PATCH ALL WALLS, CEILINGS, FLOORS AND OTHER SURFACES IN THE EXISTING BUILDING AS REQUIRED AFTER REMOVAL OF INSTALLATION EQUIPMENT, PIPING, WIRING, WALLS, ETC. CONTRACTOR TO THROUGHLY EXAMINE ALL DRAWINGS AND EXISTING CONDITIONS FOR PATCHING REQUIREMENTS • AT THE HEAD OF ALL DOORS, PROVIDE PARTITION CONSTRUCTION SIMILAR TO ADJACENT PARTITIONS • CAULK BETWEEN ALL DISSIMILAR MATERIALS, ALUMINUM, PLASTIC, LAMINATE, GYPSUM BOARD, FINISH WOODS, ETC. WITH PAINTABLE SILICONE CAULK. CAULK COLOR TO BE SELECTED BY ARCHITECT NOTE:ALL DIMENSIONS TAKEN TO FINISHED SURFACES UNLESS OTHERWISE NOTED. G.C. TO FIELD VERIFY ADDITION COMPLIES WITH ALL REQUIRED SETBACKS PRIOR TO FOUNDATION WORK. NOFITY ARCHITECT IMMEDIATELY OF ANY DISCREPENCIES. G.C. REPSONSIBLE FOR AS-BUILT DRAWINGS IF REQUIRED. WALL LEGEND CONSTRUCTION KEYNOTES 0'2'4'16'8' 1/4" = 1'-0" 1/4" = 1'-0"4 L03 ROOF PLAN - PROPOSED GENERAL CONSTRUCTION NOTES 0 THE GENERAL CONTRACTOR SHALL DELIVER A FULLY ENCLOSED AND COMPLETE BUILDING CONSISTENT WITH THE DESIGN DRAWINGS AND REGIONAL CONSTRUCTION METHODS. IF THE DRAWINGS HAVE OMITTED A SPECIFICATION FOR A NECESSARY BUILDING COMPONENT, THE GENERAL CONTRACTOR SHALL PROPOSE AN APPROPRIATE PRODUCT OR MATERIAL AT NO ADDITIONAL COST TO THE OWNER. CHANGE ORDERS WILL BE ALLOWED ONLY WHEN SPECIFIED WORK IS TO BE REVISED AT THE DIRECTION OF THE OWNER OR ARCHITECT, OR WHEN CONCEALED CONDITIONS PREVENTED THE CONTRACTOR FROM DETERMINING THE FULL SCOPE OF WORK REQUIRED, OR AS OTHERWISE ALLOWED IN THE OWNERS CONTRACT WITH THE GENERAL CONTRACTOR.. 1 ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO SIMILAR SITUATIONS ON THE PROJECT UNLESS A DIFFERENT DETAIL OR SECTION IS SHOWN. 2 THE CONTRACTORS SHALL CAREFULLY EXAMINE THE CONTRACT DOCUMENTS AND THE CONSTRUCTION SITE TO OBTAIN FIRST HAND KNOWLEDGE OF THE EXISTING CONDITIONS. NO CHANGE ORDERS WILL BE ALLOWED FOR WORK THAT COULD HAVE BEEN DETERMINED BY EXAMINING THE SITE AND DOCUMENTS. 3 THE CONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AT THE SITE. ALL EXISTING CONDITIONS SHALL BE VERIFIED BY FIELD MEASUREMENT PRIOR TO CONSTRUCTION, FABRICATION OR INSTALLATION. 4 THE CONTRACTORS SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES BETWEEN FIELD OBSERVATION AND CONTRACT DOCUMENTS. 5 WHERE SPECIFIC DIMENSIONS, DETAILS OR DESIGN INTENT CANNOT BE DETERMINED FROM THE DRAWINGS, CONSULT W ITH THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK. 6 ALL MATERIALS, EQUIPMENT AND LABOR SHALL BE PROVIDED BY THE CONTRACTOR UNLESS NOTED OTHERWISE. 7 THE CONTRACTOR TO PROVIDE AND INSTALL APPROVED FIREBLOCKING AND UL CERTIFIED FIRE CAULKING OR FOAM AT ALL FIRE RATED PENETRATIONS AND ASSEMBLIES AS REQUIRED. 8 THE GENERAL CONTRACTOR WILL BE REQUIRED TO COORDINATE WITH OWNER FOR OWNER FURNISHED ITEMS AND EQUIPMENT AS APPLICABLE. 9 THE CONTRACTOR AND THEIR SUB CONTRATOR SHALL COORDINATE ALL ASPECTS OF THE WORK. EACH CONTRACTOR AND SUB CONTRACTOR SHALL COORDINATE HIS WORK WITH THE WORK OF OTHER TRADES. NO EXTRA WILL BE ALLOWED DUE TO LACK OF PROJECT COORDINATION. 10 THE GENERAL CONTRACTOR WILL BE REQUIRED TO PROVIDE A FINAL PUNCHLIST TO THE ARCHITECT FOR REVIEW AND COMMENTARY PRIOR TO SUBSTANTIAL COMPLETION. 11 INSTALL MATERIALS AND SYSTEMS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND REVIEWED SUBMITTALS. 12 PROTECT THE EXISTING BUILDING AND SITE TO REMAIN. REPAIR/ REPLACE ANY SURFACES OR ITEMS THAT ARE DAMAGED DURING CONSTRUCTION. 13 NEW WORK SHALL ALIGN WITH AND MATCH EXISTING WORK EXCEPT WHERE OTHERWISE DIMENSIONED OR DETAILED. 14 INSTALL MATERIALS AND SYSTEMS IN PROPER RELATION WITH ADJACENT CONSTRUCTION AND WITH UNIFORM APPEARANCE. 15 PROVIDE PEEL & STICK MODIFIED BITUMEN WATERPROOFING THROUGHOUT CRAWLSPACE/BASEMENT WALLS. 16 BROOM SWEEP AND REMOVE DEBRIS FROM THE SITE ON A DAILY BASIS. No. Description Date 1 FOR REFERENCE ONLY 03/20/25 DW 1 1.5 2 2.5 3 3.5 4 ABCDB.5 EXISTING 8" C.I.P. FOUNDATION WALL EXISTING 8" C.I.P. FOUNDATION WALL EXISTING 8" C.I.P. FOUNDATION WALL ON 16" FOOTING NEW 2x6 PRESSURE TREATED STUD WALL @ 24" O.C. ON NEW 10" x 24" CI.P. STRIP FOOTING. PROVIDE 5/8" ANCHOR @ 48" O.C., TYP. (SEE SECTIONS / DETAILS) C3 COLUMN C2 COLUMN ON WALL C2 COLUMN 2 A 3.1 1 A 3.1 13' - 4"6' - 2"6' - 0"6' - 0"6' - 2"+5.33 NAVD +4.33 NAVD +6.58 NAVD 14' - 5 1/4"7' - 10"7' - 10"18' - 3" NEW CI.P. 24" SQUARE COLUMN FOOTING ON 4" CRUSHED GRAVEL, TYP. (SEE SECTIONS / DETAILS) 4 7/8"9' - 9 1/8"5' - 6"7' - 10"9' - 8 7/8" NEW 24" SQUARE OPENINGS IN SLAB, TYP. EXISTING CRAWL SPACE (NO WORK) NEW 5" C,I,P. SLAB (SEE DETAILS) NEW WELL FOR CRAWL ACCESS CRAWL SPACE 003 -5' - 5" -7' - 0" -6' - 8" +5.00 NAVD A3.0a A3.0a A3.0a -7' - 8" VERIFY DECK COLUMN LOCATIONS AND FOUNDATIONS IN FIELD AND CONSULT WITH ARCHITECT & ENGINEER. EXISTING FLOOD OPENING, USE NEW 16 x 8 SMART VENT NEW EXTERIOR CRAWL ACCESS EXIST. EXTERIOR ACCESS STAIR EXISTING C.I.P. CONCRTE FOUNDATION WALLS (TYP) 7' - 0"6' - 0" EXISTING CRAWL SPACE 001 COLUMN C3 ON WALL NEW 8" C.I.P. CONCRTE FOUNDATION WALLS ON 10" x 24" CI.P. STRIP FOOTING. (SEE SECTIONS / DETAILS) NEW PLANNED ADDITION 2015 ADDITION NEW 16" x 8" SMART VENT FLOOD OUTLET REMOVE & FILL EXISTING FLOOD VENTS. PROVIDE NEW OPENINGS & 16 x 8 SMART VENT (b/ OPEN. TO BE LOCATED MAX 12" ABV NEW GRADE) (TYPICAL 3 LOCATIONS AT SOUTH) EXISTING FLOOD OPENING, USE NEW 16 x 8 SMART VENT EXISTING ACCESS OPENING C1 COLUMN ON WALL FLOOD VENT CALCULATIONS EXISTING CRAWL SPACE 001 (755 sf): EXISTING CRAWL SPACE 002 (325 sf): NEW CRAWL SPACE 003 (186 sf): TOTAL INTER. FLOOR AREA (1,266 sf): REQ. 755 si 325 si 186 si 1,266 si PROVIDED 4 @ 200 si 2 @ 200 si 1 @ 200 si 1,400 si 3' - 0"NEW INTERIOR CRAWL ACCESS ORIGINAL COTTAGE 1987 NEW 16" x 8" SMART VENT FLOOD OUTLET 1' - 4" 1' - 4"1' - 4" EXISTING CRAWL SPACE 002 1 1.5 2 2.5 3 3.5 4 ABCDB.5 *EXIST. 2x10's @ 16" O.C.*EXIST. 2x6's @ 12" O.C.*EXIST. 2x6's @ 12" O.C.EXIST. 2x10's @ 16" O.C.NEW 2x6 @ 16" O.C. BEARING WALL EXISTING 2x6 @ 16" O.C. BEARING WALL EXISTING 2x4 @ 16" O.C. BEARING WALL EXISTING 2x4 @ 16" O.C. BEARING WALL H1 HEADER 2 A 3.1 1 A 3.1 13' - 4"6' - 2"6' - 0"6' - 0"6' - 2"14' - 5 1/4"7' - 10"7' - 10"18' - 3" 2x6 @ 16" O.C. WALL BELOW EXISTING COLUMN E1 (V.I.F.) EXISTING COLUMN E1 (V.I.F.) WIND BLOCKING @ FLOOR FRAMING (2 BAYS @ 4'-0", TYP EACH LEVEL) WIND BLOCKING @ FLOOR FRAMING (2 BAYS @ 4'-0", TYP EACH LEVEL) COLUMN B/1 COLUMN C/2 COLUMN B/2 COLUMN C/2.7 COLUMN B2.7 COLUMN C/3 COLUMN B/3 COLUMN C/1.5 COLUMN B.5/2.7 FRAMING LEGEND NEW BEAM (AT FLOOR BELOW) NEW BEAM (ABOVE) EXISTING BEAM (ABOVE) HEADERS H1 = (2) 2 x 6 W/ 1 JACK; 1 KING H2 = (2) 2 x 8 W/ 1 JACK; 1 KING H3 = (3) 2 x 6 W/ 1 JACK; 1 KING H5 = (2) 1.75 x 11.25 LVL W/ 2 JACK; 1 KING BEAMS & GIRDERS B1 = (2) 2 x 10 B2 = (3) 1.75" x 11.25" LVL B3 = ?? B4 = ?? COLUMNS B/1= 4 x 4 POST B/1.5 & C/1.5 = 4 x 4 POST W/ ECC L/R CAPS @ LEVEL 03 ROOF B/2 & C/2 = 4 x 4 POST B/2.7 & C/2.7 = 4 x 4 POST B/3 & C/3 = 5.25 PSL W/ ECC L/R CAPS @ LEVEL 03 ROOF B/4 & C/4 = 6 x 6 POST W/ ECC L/R CAPS @ LEVEL 02 SW = SHEAR WALL, SEE DETAILS 2x10 WOOD FLOOR FRAMING = LIVE LOAD 40 PSF SUPER-IMPOSED DEAD LOAD 20 PSF 2x8 WOOD ROOF FRAMING = LIVE LOAD 25 PSF SUPER-IMPOSED DEAD LOAD 20 PSF EXTERIOR DECK LOAD 40 PSF FLOOR LIVE LOAD 40 PSF SLEEPING ROOM LIVE LOAD 30 PSF FLOOR LIVE LOAD 40 PSF SLEEPING ROOM LIVE LOAD 30 PSF OCCUPIED ROOF LIVE LOAD 40 PSF OCCUPIED ROOF LIVE LOAD 40 PSF FLOOR LIVE LOAD 40 PSF UNOCCUPIED ROOF LIVE LOAD 15 PSF?? 1/4" = 1'-0"0 FOUNDATION FRAMING PLAN 1/4" = 1'-0"1 Level 1 - FRAMING PLAN 0'2'4'16'8' 1/4" = 1'-0" Project Number 8 8 W E S T ARCHITECTURE L L C 8 8 w e s t / 4 2 n o r t h c h i c a g o i l . 6 0 6 5 7 p : 1 . 3 1 2 . 5 0 5 . 7 4 5 3 h t t p : / / w w w . 8 8 w e s t . a r t 88 WEST ARCHITECTURE EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS FOR ANY DRAWINGS PRODUCED FOR THIS PROJECT. NO DRAWINGS ARE TO BE REPRODUCED, ALTERED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING EXPRESSED WRITTEN PERMISSION AND CONSENT OF 88 WEST ARCHITECTURE. ANY PUBLISHED PHOTOGRAPHS OF THIS PROJECT SHOULD CREDIT 88 WEST ARCHITECTURE. NOTE: THESE DRAWINGS MAY HAVE BEEN REPRODUCED AT A SIZE DIFFERENT FROM THE ONE ORIGINALLY NOTED. OWNER AND ARCHITECT ASSUME NO RESPONSIBILITY FOR USE OF INCORRECT SCALED INFORMATION. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO PROCEEDING WITH CONSTRUCTION AND IMMEDIATELY NOTIFY ARCHITECT OF DISCREPANCIES OR CONFLICTS. NOT FOR CONSTRUCTION © 2025 Reserved for Authority Having Jurisdiction S 1.1 FOUNDATION & FIRST FLOOR FRAMING PLANS 24-11 50 POWERS LANE RENOVATIONS & FLD. MITIGATION 50 POWERS LANE WEST YARMOUTH, MA StrongTree Engineering Surveyor / Civil Engineers Marstons Mills, MA 774.559.3942 Michele Cudilo, PE Structural Engineer Centerville, MA 508.737.8521 G.C. TO FIELD VERIFY ADDITION COMPLIES WITH ALL REQUIRED SETBACKS PRIOR TO FOUNDATION WORK. NOFITY ARCHITECT IMMEDIATELY OF ANY DISCREPENCIES. G.C. REPSONSIBLE FOR AS-BUILT DRAWINGS IF REQUIRED. NOTE:COORDINATE WITH ARCHITECTURAL PLANS FOR FINISHED DIMENSIONS. NOTE: NOTCHING AND BORING AT STRUCTURAL FLOOR MEMBERS SHOULD BE AVOIDED WHEN POSSIBLE. WHEN UNAVOIDABLE, NOTCHES SHALL NOT BE MORE THAN 1/6TH OF DEPTH OF MEMBER AND SHALL NOT BE LOCATED IN CENTER THIRD OF SPAN. NOTCHES ON THE ENDS OF JOISTS SHALL NOT EXCEED 1/4 OF JOIST DEPTH. BORING SHALL NOT EXCEED 1/3 THE DEPTH OF THE MEMBER AND SHALL BE PLACED MIN. 2" FROM EITHER TOP OR BOTTOM OF MEMBER. REFER TO CURRENT BUILDING CODE FOR ADDITIONAL INFORMATION. NOTIFY ARCHITET PRIOR TO ANY NOTCHING OR BORING OF JOISTS. * EXISTING FRAMING IS SHOWN BASED ON INFORMATION AVAILABLE AT THE TIME OF PROJECT DOCUMENTATION. CONTRACTOR SHOULD VERIFY ALL CONDITION IN FIELD THAT ARE IMPACTED BY THE WORK AND REPORT ANY DISCREPANCIES TO ARCHITECT AND ENGINEER. Level 1 - LOADING DIAGRAM Level 2 - LOAD DIAGRAMLevel 3 - LOADING DIAGRAM No. Description Date 1 FOR REFERENCE ONLY 03/20/25 EXISTING 2x4 @ 16" O.C. BEARING WALL*EXIST. 2x10's @ 16" O.C.2x10 LEDGER CONTINUOUS AT ADDITION; FASTEN TO EXISTING STUDS PER DETAILS*EXIST. 2x10's @ 16" O.C.INFILL FRAMING AT DEMOLISHED STAIRFRAME LANDING AND L03 STAIR SUPPORT (T/ BEAM +/-1'-2" A.F.F.)(2) 2x10 GIRDER(2) 2x10ALIGN W/ WALL ABOVE(2) 2x10 W/ (2) JACK STUDS EA. END*EXIST. 2x10's @ 16" O.C.INFILL 2x10's @ 16" O.C. AT DEMOLISHED STAIR2x10's @ 16" O.C.NEW 2x10's @ 16" O.C.EXISTING 2x6 @ 16" O.C. BEARING WALL* EXISTING FRAMING IS SHOWN BASED ON INFORMATION AVAILABLE AT THE TIME OF PROJECT DOCUMENTATION. CONTRACTOR SHOULD VERIFY ALL CONDITION IN FIELD THAT ARE IMPACTED BY THE WORK AND REPORT ANY DISCREPANCIES TO ARCHITECT AND ENGINEER.TERRACE WALLS ABOVEH1 HEADER @ LEVEL 01 BELOWH1H111.522.533.54ABCDB.5H1 HEADERSTAIR OPENINGH1 HEADER2A 3.11A 3.1(2) 2x102x4 @ 16" O.C. BEARING WALL13' - 4"6' - 2"6' - 0"6' - 0"6' - 2"14' - 5 1/4"7' - 10"7' - 10"18' - 3"NEW 2x6 @ 16" O.C. BEARING WALLRELOCATE OPENINGB2 BEAM BELOWH1H1 HEADEREXISTING COLUMN E1 (V.I.F.)EXISTING COLUMN E1 (V.I.F.)8' - 2"WIND BLOCKING @ FLOOR FRAMING (2 BAYS @ 4'-0", TYP EACH LEVEL)WIND BLOCKING @ FLOOR FRAMING (2 BAYS @ 4'-0", TYP EACH LEVEL)COLUMN B/17' - 10" 7' - 10"COLUMN C/2COLUMN B/2COLUMN C/2.7COLUMN B2.7COLUMN C/3COLUMN C/1.5COLUMN B.5/2.7TRANSFER COLUMN B/1.5 FROM ABOVECOLUMN B/3HEADER H3: (3) 2x6 CONTINUOUS TO CORNERS W/(3) STUDS EA. END (2 JACK; 1 KING) (TYP @ NORTH WALL)H1COLUMN B/4COLUMN C/411.522.533.54ABCDB.518' - 5 1/8"12' - 0"*EXIST. 2x10's @ 16" O.C.EXISTING FRAMING (NOT SHOWN -SEE 2015 REEF BUILDER DRAWINGS)EXISTING LVL (VIF)*EXIST. 2x8s @ 24" O.C.EXIST. 2x8's @ 16" O.C.EXISTING 2x6 @ 16" O.C. BEARING WALLEXISTING LVL (VIF)EXISTING LVL (VIF)NOTE: EXISTING LVLs WERE INSTALLED DURING PRIOR ADDITION. THESE BEAMS WILL SUPPORT THE NEW DORMER. VERIFY SIZE AND LOCATION IN FIELD AND CONSULT WITH ARCHITECT.*EXIST. 2x8s @ 24" O.C.NEW 2x8s @ 24" O.C.5' - 0" (V.I.F.)COLUMN C/2COLUMN B/2COLUMN C/2.7COLUMN B2.7STAIR OPENINGNEW 2x10s @ 16" O.C.REMOVE EXISTING ROOF FRAMING AS REQUIRED FOR NEW DORMER *EXIST. 2x8s 5' - 0 1/2" (V.I.F.)* EXISTING FRAMING IS SHOWN BASED ON INFORMATION AVAILABLE AT THE TIME OF PROJECT DOCUMENTATION. CONTRACTOR SHOULD VERIFY ALL CONDITION IN FIELD THAT ARE IMPACTED BY THE WORK AND REPORT ANY DISCREPANCIES TO ARCHITECT AND ENGINEER.EXISTING 2x4 @ 16" O.C. BEARING WALLEXISTING 2x4 @ 16" O.C. BEARING WALL2A 3.11A 3.1REMOVE EXISTING ROOF FRAMING AS REQUIRED FOR NEW DORMER B3 GIRDER BLW.LOAD BEARING WALL BLW.13' - 4"6' - 2"6' - 0"6' - 0"6' - 2"14' - 5 1/4"7' - 10"7' - 10"18' - 3"8' - 2"*EXIST. 2x8s @ 24" O.C.COLUMN C/3COLUMN B/3COLUMN C/1.5COLUMN B/1.5 (UP ONLY, TRANSFER BELOW)COLUMN B/1 (DOWN ONLY)*EXIST. RFTRS .2x8s RAFTERS @ 24" O.C. DORMERB4 GIRDER BLW.H1 HEADERH1 HEADER(2) 2x10S BELOWFRAMING LEGENDNEW BEAM (AT FLOOR BELOW)NEW BEAM (ABOVE)EXISTING BEAM (ABOVE)HEADERSH1= (2) 2 x 6 W/ 1 JACK; 1 KINGH2 = (2) 2 x 8 W/ 1 JACK; 1 KINGH3 = (3) 2 x 6 W/ 1 JACK; 1 KINGH5 = (2) 1.75 x 11.25 LVL W/ 2 JACK; 1 KINGBEAMS & GIRDERSB1= (2) 2 x 10 B2= (3) 1.75" x 11.25" LVLB3= ??B4= ??COLUMNSB/1= 4 x 4 POSTB/1.5 & C/1.5 = 4 x 4 POST W/ ECC L/R CAPS @ LEVEL 03 ROOFB/2 & C/2 = 4 x 4 POSTB/2.7 & C/2.7 = 4 x 4 POSTB/3 & C/3 = 5.25 PSL W/ ECC L/R CAPS @ LEVEL 03 ROOFB/4 & C/4 = 6 x 6 POST W/ ECC L/R CAPS @ LEVEL 02SW = SHEAR WALL, SEE DETAILS2x10 WOOD FLOOR FRAMING = LIVE LOAD 40 PSF SUPER-IMPOSED DEAD LOAD 20 PSF2x8 WOOD ROOF FRAMING = LIVE LOAD 25 PSF SUPER-IMPOSED DEAD LOAD 20 PSF1.522.53BCB.5NEW 2x8s @ 24" O.C.2A 3.11A 3.12x8 ROOF RAFTER2x8 CEILING JOIST (SLOPE UP, SEE SECTION)HEADER H3: (3) 2x6 CONTINUOUS TO CORNERS W/(3) STUDS EA. END (2 JACK; 1 KING) (TYP @ NORTH, SOUTH, & WEST WALLS)COLUMN C/3COLUMN B/3COLUMN B/1.5COLUMN B/1.5COLUMN C/2COLUMN B/24x4 KING POST2x8 R O O F R A F T E R 2x8 C E ILIN G JO IS T (S LO P E U P , S E E S E C T IO N )2x8 R O O F R A F T E R 2x8 C E ILIN G JO IS T (S LO P E U P , S E E S E C T IO N )2x8 ROOF RAFTER2x8 CEILING JOIST (SLOPE UP, SEE SECTION)Project Number8 8 W E S T ARCHITECTURE L L C8 8 w e s t / 4 2 n o r t hc h i c a g o i l . 6 0 6 5 7p : 1 . 3 1 2 . 5 0 5 . 7 4 5 3h t t p : / / w w w . 8 8 w e s t . a r t88 WEST ARCHITECTURE EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS FOR ANY DRAWINGS PRODUCED FOR THIS PROJECT. NO DRAWINGS ARE TO BE REPRODUCED, ALTERED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING EXPRESSED WRITTEN PERMISSION AND CONSENT OF 88 WEST ARCHITECTURE. ANY PUBLISHED PHOTOGRAPHS OF THIS PROJECT SHOULD CREDIT 88 WEST ARCHITECTURE.NOTE: THESE DRAWINGS MAY HAVE BEEN REPRODUCED AT A SIZE DIFFERENT FROM THE ONE ORIGINALLY NOTED. OWNER AND ARCHITECT ASSUME NO RESPONSIBILITY FOR USE OF INCORRECT SCALED INFORMATION. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO PROCEEDING WITH CONSTRUCTION AND IMMEDIATELY NOTIFY ARCHITECT OF DISCREPANCIES OR CONFLICTS.NOT FOR CONSTRUCTION© 2025Reserved for Authority Having JurisdictionS 1.2SECOND & THIRDFLOOR & ROOFFRAMING PLANS24-1150 POWERS LANERENOVATIONS &FLD. MITIGATION50 POWERS LANEWEST YARMOUTH, MAStrongTree EngineeringSurveyor / Civil EngineersMarstons Mills, MA 774.559.3942Michele Cudilo, PEStructural EngineerCenterville, MA 508.737.8521GENERAL CONSTRUCTION NOTES0 THE GENERAL CONTRACTOR SHALL DELIVER A FULLY ENCLOSED AND COMPLETE BUILDING CONSISTENT WITH THE DESIGN DRAWINGS ANDREGIONAL CONSTRUCTION METHODS. IF THE DRAWINGS HAVE OMITTED A SPECIFICATION FOR A NECESSARY BUILDING COMPONENT, THE GENERALCONTRACTOR SHALL PROPOSE AN APPROPRIATE PRODUCT OR MATERIAL AT NO ADDITIONAL COST TO THE OWNER. CHANGE ORDERS WILL BEALLOWED ONLY WHEN SPECIFIED WORK IS TO BE REVISED AT THE DIRECTION OF THE OWNER OR ARCHITECT, OR WHEN CONCEALED CONDITIONSPREVENTED THE CONTRACTOR FROM DETERMINING THE FULL SCOPE OF WORK REQUIRED, OR AS OTHERWISE ALLOWED IN THE OWNERSCONTRACT WITH THE GENERAL CONTRACTOR..1 ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO SIMILARSITUATIONS ON THE PROJECT UNLESS A DIFFERENT DETAIL OR SECTION IS SHOWN.2 THE CONTRACTORS SHALL CAREFULLY EXAMINE THE CONTRACT DOCUMENTS AND THE CONSTRUCTION SITE TO OBTAIN FIRST HAND KNOWLEDGEOF THE EXISTING CONDITIONS. NO CHANGE ORDERS WILL BE ALLOWED FOR WORK THAT COULD HAVE BEEN DETERMINED BY EXAMINING THE SITEAND DOCUMENTS.3 THE CONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AT THE SITE. ALL EXISTING CONDITIONS SHALL BE VERIFIED BY FIELDMEASUREMENT PRIOR TO CONSTRUCTION, FABRICATION OR INSTALLATION.4 THE CONTRACTORS SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES BETWEEN FIELD OBSERVATION AND CONTRACT DOCUMENTS.5 WHERE SPECIFIC DIMENSIONS, DETAILS OR DESIGN INTENT CANNOT BE DETERMINED FROM THE DRAWINGS, CONSULT WITH THE ARCHITECT PRIORTO PROCEEDING WITH THE WORK.6 ALL MATERIALS, EQUIPMENT AND LABOR SHALL BE PROVIDED BY THE CONTRACTOR UNLESS NOTED OTHERWISE.7 THE CONTRACTOR TO PROVIDE AND INSTALL APPROVED FIREBLOCKING AND UL CERTIFIED FIRE CAULKING OR FOAM AT ALL FIRE RATEDPENETRATIONS AND ASSEMBLIES AS REQUIRED.8 THE GENERAL CONTRACTOR WILL BE REQUIRED TO COORDINATE WITH OWNER FOR OWNER FURNISHED ITEMS AND EQUIPMENT AS APPLICABLE.9 THE CONTRACTOR AND THEIR SUB CONTRATOR SHALL COORDINATE ALL ASPECTS OF THE WORK. EACH CONTRACTOR AND SUB CONTRACTORSHALL COORDINATE HIS WORK WITH THE WORK OF OTHER TRADES. NO EXTRA WILL BE ALLOWED DUE TO LACK OF PROJECT COORDINATION.10 THE GENERAL CONTRACTOR WILL BE REQUIRED TO PROVIDE A FINAL PUNCHLIST TO THE ARCHITECT FOR REVIEW AND COMMENTARY PRIOR TOSUBSTANTIAL COMPLETION.11 INSTALL MATERIALS AND SYSTEMS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND REVIEWED SUBMITTALS.12 PROTECT THE EXISTING BUILDING AND SITE TO REMAIN. REPAIR/ REPLACE ANY SURFACES OR ITEMS THAT ARE DAMAGED DURING CONSTRUCTION.13 NEW WORK SHALL ALIGN WITH AND MATCH EXISTING WORK EXCEPT WHERE OTHERWISE DIMENSIONED OR DETAILED.14 INSTALL MATERIALS AND SYSTEMS IN PROPER RELATION WITH ADJACENT CONSTRUCTION AND WITH UNIFORM APPEARANCE.15 PROVIDE PEEL & STICK MODIFIED BITUMEN WATERPROOFING THROUGHOUT CRAWLSPACE/BASEMENT WALLS.16 BROOM SWEEP AND REMOVE DEBRIS FROM THE SITE ON A DAILY BASIS.1/4" = 1'-0"2Level 2 FRAMING PLAN1/4" = 1'-0"3Level 3 & L02 ROOF - FRAMING PLAN0'2'4'16'8'1/4" = 1'-0"1/4" = 1'-0"1L03 ROOF FRAMING PLANG.C. TO FIELD VERIFY ADDITION COMPLIES WITH ALL REQUIRED SETBACKS PRIOR TO FOUNDATION WORK. NOFITY ARCHITECT IMMEDIATELY OF ANY DISCREPENCIES.G.C. REPSONSIBLE FOR AS-BUILT DRAWINGS IF REQUIRED.NOTE:COORDINATE WITH ARCHITECTURAL PLANS FOR FINISHED DIMENSIONS.NOTE:NOTCHING AND BORING AT STRUCTURAL FLOOR MEMBERS SHOULD BE AVOIDED WHEN POSSIBLE. WHEN UNAVOIDABLE, NOTCHES SHALL NOT BE MORE THAN 1/6THOF DEPTH OF MEMBER AND SHALL NOT BE LOCATED IN CENTER THIRD OF SPAN. NOTCHES ON THE ENDS OF JOISTS SHALL NOT EXCEED 1/4 OF JOIST DEPTH. BORING SHALL NOT EXCEED 1/3 THE DEPTH OF THE MEMBER AND SHALL BE PLACED MIN. 2" FROM EITHER TOP OR BOTTOM OF MEMBER. REFER TO CURRENT BUILDING CODE FOR ADDITIONAL INFORMATION. NOTIFY ARCHITET PRIOR TO ANY NOTCHING OR BORING OF JOISTS.No. Description Date1 FOR REFERENCE ONLY 03/20/25