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HomeMy WebLinkAboutBLD-20-2580w ' Q Q w = a � 0 o PEREGRIN w i ci m w o N U 77 w So c� LOCATION MAP NOT TO SCALE LEGEND EXISTING ------------30 +30.5 029 ASSESSORS MAP 25 LOT 223 9 PEREGRINE LANE NIF McCANN REVOCABLE TRUST DEED BOOK 26512 PAGE 200 SURVEY SPIKE EL = 9.01 NAVD 88 ASSESSORS MAP 25 LOT 230 9 ' 18AFTROAD NIF ALLEN S and ELIZABETH CLARK DAVIDOW DEED BOOK 25137 PAGE 116 IRS 1' CONTOUR SPOT ELEVATION PROPERTY LINE EDGE OF PAVEMENT WATER LINE GAS LINE FENCE OVERHEAD WIRE CONCRETE SLAB BRICK WALK GRAVEL AREA WATER GATE GAS GATE GAS METER ELECTRICAL METER UTILITY POLE SEWER MANHOLE LANDSCAPING RHODODENDRON FIRST FLOOR h s ASSESSORS MAP 25 LOT 222 11 PEREGRINE LANE NIF KMS RELTYTRUST DEED BOOK 7323 PAGE 170 - / x 8.6 x 8.9 CB bd) N79'41'35"E 75.31 Ln N --x- -- D _ _ _ I -0 12" 9.5 -- 5MH 119,6 } 1Ks9.99 OU4700K 7 9,5 fT�I.00K PA110 �iOWEt 1 1 � h o. 1�.OVl:�AN((1 YY ) ! J y� 15.9' Z.B.g O.7 -21Q � 127.9' 6 � \�1 Man ` su��° EL=12.91 RECORD OWNERS: ASSESSORS MAP 25 LOT 231 22 AFT ROAD SOUTH YARMOUTH, MA 02664 ROBERT AND ROBERTA PURCELL FAMILY LIVING TRUST 59 FREMONT STREET PROVIDENCE, RI 02906 LAND COURT CERTIFICATE NO. 219809 ASSESSORS MAP 25 LOT 221 17 PEREGRINE LANE NIF CHRISTOPHER J. andJUD1THM.BURKE NOTES: DEED BOOK 24133 PAGE 53 1. EnGE OF PAUEMENIf FT WAfEE LINE 15 -w -w -w -w -'w -w - 15.9' FT 6A5 UNE e -000-G-G-G- g EXl5f. FENCE 15% DEPARTMENT. a cvEuv 1MF.E Y i -OHW-OHW-OHW-OHW-OHW- CONCITTE PA19 2. TOPOGRAPHIC AND DETAIL INFORMATION SHOWN HEREON IS BASED ABUTTER PROPERTY LINE (TYP.) OPICK WALKWAY UPON AN ON THE GROUND SURVEY PERFORMED BY MERRILL ASSESSORS N99 of GP.AVEL ENGINEERS AND LAND SURVEYORS DURING AUGUST OF 2019. MAP 25 LOT 231 EON x8'� 8,500± S.F. 3. €E G WG �a 0 GG FEF ®GM o Ii x8.5 4. w$"€ @ 5MH n CONIFEROU5 OF YARMOUTH ZONING MAP. m 26AFTROAD L 0 mopuou5 N/OURTC REALTY TIFICA RUST LAND COURT CERTIFICATE No. 95079 ENO. MOP 3$ FF ',.. 029 ASSESSORS MAP 25 LOT 223 9 PEREGRINE LANE NIF McCANN REVOCABLE TRUST DEED BOOK 26512 PAGE 200 SURVEY SPIKE EL = 9.01 NAVD 88 ASSESSORS MAP 25 LOT 230 9 ' 18AFTROAD NIF ALLEN S and ELIZABETH CLARK DAVIDOW DEED BOOK 25137 PAGE 116 IRS 1' CONTOUR SPOT ELEVATION PROPERTY LINE EDGE OF PAVEMENT WATER LINE GAS LINE FENCE OVERHEAD WIRE CONCRETE SLAB BRICK WALK GRAVEL AREA WATER GATE GAS GATE GAS METER ELECTRICAL METER UTILITY POLE SEWER MANHOLE LANDSCAPING RHODODENDRON FIRST FLOOR h s ASSESSORS MAP 25 LOT 222 11 PEREGRINE LANE NIF KMS RELTYTRUST DEED BOOK 7323 PAGE 170 - / x 8.6 x 8.9 CB bd) N79'41'35"E 75.31 Ln N --x- -- D _ _ _ I -0 12" 9.5 -- 5MH 119,6 } 1Ks9.99 OU4700K 7 9,5 fT�I.00K PA110 �iOWEt 1 1 � h o. 1�.OVl:�AN((1 YY ) ! J y� 15.9' Z.B.g O.7 -21Q � 127.9' 6 � \�1 Man ` su��° EL=12.91 RECORD OWNERS: ASSESSORS MAP 25 LOT 231 22 AFT ROAD SOUTH YARMOUTH, MA 02664 ROBERT AND ROBERTA PURCELL FAMILY LIVING TRUST 59 FREMONT STREET PROVIDENCE, RI 02906 LAND COURT CERTIFICATE NO. 219809 ASSESSORS MAP 25 LOT 221 17 PEREGRINE LANE NIF CHRISTOPHER J. andJUD1THM.BURKE NOTES: DEED BOOK 24133 PAGE 53 i2:0' I ON CEMENT PILE FOOTINGS 3,00± S.F. C) 98x �� G OM EXI%NGnWELLING 9.5 ( SEE ARCHITECTURAL PLANS LOCATION OF THE UNDERGROUND UTILITIES SHOWN OR THAT ALL I 99 / 15, #22 DEC FOR ACTUAL DIMENSIONs.) EXISTING UTILITIES AND/OR SUBSURFACE STRUCTURES ARE SHOWN. MIN. "+ EM f•of. EL=12.Ot of 16.6' SIDE ------- } -- 9.5 S�BACK� - - _ _ 28'6 0 6. INTERNATIONAL BUILDING CODE (IBC) AND MASSACHUSETTS 9.7 LnNn ra✓E - ; o - © BUILDING CODE 9TH ADDITION MAY DICTATE A HIGHER FINISHED ° ' LAN125 E ``" FLOOR ELEVATION AND FOUNDATIONS TO MEET CURRENT OST&RVl I2" 9.6 c;� WALKWAY l co � i �CT 3l ZDn�9 FENCE ° 3 ; REGULATORY REQUIREMENTS. THE LOWEST SUPPORTING MEMBER OF Z Q ------ HEALTH Deer. THE ADDITION MUST BE A MINIMUM OF ELEVATION 12.0. oM 0m �giOD 9 94.69' x9.9 x9b i x9.2 3 579'41'35"W 99 M90 ENVIRONMENTAL NOTES: �--aiw 01w' " GG s Z" � 2" #339"5 GUY 0 G - G - G - G G - G - r - G - G 1. SITE IS NOT WITHIN AN A.C.E.C. (AREA OF CRITICAL 2" PL GA5 UNE 6m• CONC, EVCeOfPAVEMENf 3 At�oN EnGE PAVE ENVIRONMENTAL CONCERN). 2" CSCLAS LINE- G c x9.5 x9.8 AFT ROAD x9.9 x9.2 2. SITE IS NOT WITHIN AN AREA OF ESTIMATED HABITAT OF RARE 3 ti PUBLIC 140' WIDE " WILDLIFE PER NHESP MAP AUGUST 1, 2017 ESTIMATED HABITATS 3 OF RARE WILDLIFE" FOR USE WITH THE MA WETLANDS R9a OF PAVFMENf 1 EnGE of PAVEMENT PROTECTION ACT REGULATIONS (310 CMR 10)." Z -w -w -w -w -w -.w -w -w 8"WAVVHNE w w -w -w -w �WG 3. SITE DOES NOT CONTAIN A CERTIFIED VERNAL POOL PER NHESP MAP AUGUST 1, 2017 "CERTIFIED VERNAL POOLS." 4. SITE IS NOT LOCATED WITHIN A STATE APPROVED ZONE II N GROUND WATER RECHARGE PROTECTION AREA. ZONING DATA: Z 4 DISTRICT. R25L`l 0 5. WETLAND RESOURCE AREAS WERE NOT OBSERVED DURING THIS REQUIRED PROPOSED p a SURVEY. MINIMUM REQUIREMENTS: U a: LOT AREA 25,000 S.F. 8,500 S.F. lz:� a 6. THIS SITE IS LOCATED WITHIN A SOLE SOURCE AQUIFER. LOT FRONTAGE 150 FT 94 69' FT ':� Z FRONT YARD SIDE YARD REAR YARD MAX BUILDING COVERAGE MAX SHAPE FACTOR E 1. PROPERTY LINE, STREET LINE AND OWNER INFORMATION WAS FT 30.8' FT 15 COMPILED FROM RECORDS ON FILE AT THE BARNSTABLE COUNTY 15.9' FT 20 FT REGISTRY OF DEEDS AND THE TOWN OF YARMOUTH ASSESSORS 25 % 15% DEPARTMENT. a 6-xj c = 2. TOPOGRAPHIC AND DETAIL INFORMATION SHOWN HEREON IS BASED ABUTTER PROPERTY LINE (TYP.) O(n UPON AN ON THE GROUND SURVEY PERFORMED BY MERRILL ASSESSORS ENGINEERS AND LAND SURVEYORS DURING AUGUST OF 2019. MAP 25 LOT 231 a x8'� 8,500± S.F. 3. ALL ELEVATIONS ARE BASED ON THE NORTH AMERICAN VERTICAL OR 1 DATUM OF 1988. cn 0.195± ACRES o Ii x8.5 4. SUBJECT SITE IS IN THE "R25" ZONE AS DEPICTED ON THE TOWN 00 PIS ASSESSORS MAP25LOT232 N OF YARMOUTH ZONING MAP. m 26AFTROAD L �] N/OURTC REALTY TIFICA RUST LAND COURT CERTIFICATE No. 95079 ENO. 5. EXISTING UTILITIES, WHERE SHOWN, HAVE BEEN COMPILED BASED O ON OBSERVED ABOVE GROUND EVIDENCE AND AVAILABLE RECORD PLANS AND ARE TO BE CONSIDERED APPROXIMATE. MERRILL PROPOSED ADDITION FF=13.1± u ENGINEERS AND LAND SURVEYORS DOES NOT GUARANTEE THE i2:0' I ON CEMENT PILE FOOTINGS 3,00± S.F. C) 98x �� G OM EXI%NGnWELLING 9.5 ( SEE ARCHITECTURAL PLANS LOCATION OF THE UNDERGROUND UTILITIES SHOWN OR THAT ALL I 99 / 15, #22 DEC FOR ACTUAL DIMENSIONs.) EXISTING UTILITIES AND/OR SUBSURFACE STRUCTURES ARE SHOWN. MIN. "+ EM f•of. EL=12.Ot of 16.6' SIDE ------- } -- 9.5 S�BACK� - - _ _ 28'6 0 6. INTERNATIONAL BUILDING CODE (IBC) AND MASSACHUSETTS 9.7 LnNn ra✓E - ; o - © BUILDING CODE 9TH ADDITION MAY DICTATE A HIGHER FINISHED ° ' LAN125 E ``" FLOOR ELEVATION AND FOUNDATIONS TO MEET CURRENT OST&RVl I2" 9.6 c;� WALKWAY l co � i �CT 3l ZDn�9 FENCE ° 3 ; REGULATORY REQUIREMENTS. THE LOWEST SUPPORTING MEMBER OF Z Q ------ HEALTH Deer. THE ADDITION MUST BE A MINIMUM OF ELEVATION 12.0. oM 0m �giOD 9 94.69' x9.9 x9b i x9.2 3 579'41'35"W 99 M90 ENVIRONMENTAL NOTES: �--aiw 01w' " GG s Z" � 2" #339"5 GUY 0 G - G - G - G G - G - r - G - G 1. SITE IS NOT WITHIN AN A.C.E.C. (AREA OF CRITICAL 2" PL GA5 UNE 6m• CONC, EVCeOfPAVEMENf 3 At�oN EnGE PAVE ENVIRONMENTAL CONCERN). 2" CSCLAS LINE- G c x9.5 x9.8 AFT ROAD x9.9 x9.2 2. SITE IS NOT WITHIN AN AREA OF ESTIMATED HABITAT OF RARE 3 ti PUBLIC 140' WIDE " WILDLIFE PER NHESP MAP AUGUST 1, 2017 ESTIMATED HABITATS 3 OF RARE WILDLIFE" FOR USE WITH THE MA WETLANDS R9a OF PAVFMENf 1 EnGE of PAVEMENT PROTECTION ACT REGULATIONS (310 CMR 10)." Z -w -w -w -w -w -.w -w -w 8"WAVVHNE w w -w -w -w �WG 3. SITE DOES NOT CONTAIN A CERTIFIED VERNAL POOL PER NHESP MAP AUGUST 1, 2017 "CERTIFIED VERNAL POOLS." 4. SITE IS NOT LOCATED WITHIN A STATE APPROVED ZONE II N GROUND WATER RECHARGE PROTECTION AREA. ZONING DATA: Z 4 DISTRICT. R25L`l 0 5. WETLAND RESOURCE AREAS WERE NOT OBSERVED DURING THIS REQUIRED PROPOSED p a SURVEY. MINIMUM REQUIREMENTS: U a: LOT AREA 25,000 S.F. 8,500 S.F. lz:� a 6. THIS SITE IS LOCATED WITHIN A SOLE SOURCE AQUIFER. LOT FRONTAGE 150 FT 94 69' FT ':� Z FRONT YARD SIDE YARD REAR YARD MAX BUILDING COVERAGE MAX SHAPE FACTOR E SCALE IN FEET FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS LOCATED IN ZONE "AE EL.11" OF THE FLOOD INSURANCE RATE MAP, AS SHOWN ON COMMUNITY MAP No. 25001 C0589J, WHICH BEARS AN EFFECTIVE DATE OF JULY 16, 2014, AND IS IN A SPECIAL FLOOD HAZARD AREA. REVISIONS SHANE M. BTEN; SER No. 45917 "� c. 'r...% BY: VC DESIGNED BY: ,d;I*0aLl:i�.Ii sy N O ®o°'� C �N� ® n 00 C> 0 0 a�J 0�'��� 0 w o: m in ��+ z 0 U Z WvN rT z 30 FT 30.8' FT 15 FT 15.9' FT 20 FT 44.2' FT 25 % 15% 22 a 16 SCALE IN FEET FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS LOCATED IN ZONE "AE EL.11" OF THE FLOOD INSURANCE RATE MAP, AS SHOWN ON COMMUNITY MAP No. 25001 C0589J, WHICH BEARS AN EFFECTIVE DATE OF JULY 16, 2014, AND IS IN A SPECIAL FLOOD HAZARD AREA. REVISIONS SHANE M. BTEN; SER No. 45917 "� c. 'r...% BY: VC DESIGNED BY: ,d;I*0aLl:i�.Ii sy N O ®o°'� C �N� ® n 00 C> 0 0 a�J 0�'��� 0 w o: m in ��+ z 0 U Z WvN rT z a L1 = U Oa O(n a a Tyr 3 o�wo N ti1r L �] j u, O c. u MW a AUGUST 27, 2019 SCALE: 1"=20' JOB NO. 19-202 LATEST REVISION: S03TEMER 11, 2019 � L1` 6�lfflagiillil EXISTING FOUNDATION EXISTING STRUCTURE TO REMAIN NO MODIFICATIONS (UNO) EXISTING FOUNDATION E B;MNG STRUCTURE TO REMAIN NO MODIFICATIONS (UNO) BEAM -TO -LEDGER HANGER SIMPSON HUCQ210-3-SDS, ORAPPROVED EQUAL. INTERIOR JOIST BLOCKING REQUIRED AT HANGER. TYPICAL ALL BEAM -TO -LEDGER CONNECTIONS. (3) 2x ID SPF #2 HEADERw/ (2) 2x6 STUDS EACH EACH END EXISTING STRUCTURE TO REMAIN NO MODIFICATIONS (UNO) \ - \ • r\ ' FLOOR JOISTS ..'BF2U \� BF20 �� BUD I I l LIMIT OF ADDITION ABOVE I FOUNDATION PLAN SCALE.` A4'= 1'0' OV 2x10 PT SYP #2 LEDGER BOLTED TO BAND JOIST w/ W DIAMETER LAG BOLTS @ 16" O.C. (STAGGERED). BOLTS TO BE A307 GRADE. USE WASHERS THAT PROVIDE AT LEAST 1 SI OF BEARING SURFACE AREA. IF LAG SCREWS ARE USED, THEY SHOULD PENETRATE Z' BEYOND BAND BOARD. USE MEFAL HANGERS TO CONNECT JOISTS/BEAMS TO LEDGER. Ist FLOOR FRAMING PLAN SCALE.' % "= 1-0' I II I 2x8 SHE #2 CEILING JOISTS(I @ 16" O.C. IN LOWER 15 OF RI HEIGHT. NAIL TO EACH RAFT w/ (4) 16D COMMON NAILS II EACH CONNECTION (3) 2x10 SPF #2 HEADER w/ (2) 2x6 STUDS EACH END I STRUCTURAL ENGINEER.• DRAWING NOTES: CAST IN-PLACE CONCRETE and REINFORCEMENT: 2. ALL FRAMING LUMBER SHALL BE HEM FIR GRADE #2 OR SPF (SPRUCE PINE FIR) GRADE #11 #2 OR APPROVED EQUAL (UNLESS OTHERWISE SPECIFIED), AND SHALL MEET THE 1. REFER TO ARCHITECTURAL PLANS FOR ELEVATIONS AND FLOOR LAYOUTS. NOTIFY 1. CONCRETE WORK SHALL CONFORM TO THE LATEST AMERICAN CONCRETE INSTITUTE FOR REQUIREMENTS OF THE AMERICAN FOREST AND PAPER ASSOCIATION. MINIMUM TIMBER EXTERIOR WALL - ENGINEER IF CONDITIONS VARY FROM SHOWN ON THESE PLANSREFER TO GENERAL "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" AND "SPECIFICATIONS FRAMING MATERIAL PROPERTIES: STRUCTURAL NOTES (SHEET S7) FOR ADDITIONAL INFORMATION AND SPECIFICATIONS. FOR STRUCTURAL CONCRETE FOR BUILDINGS". ALLOWABLE BENDING STRESS (Fb): 875 PSI MIN. SS F 1 150 PSI MIN z. ,, (1) #4 BAR BEND INTO BIGFOOT PLACE UNTIL ALL PERMANENT STRUCTURAL SYSTEMS ARE COMPLETE AS MEMBER. PROVIDE METAL POST CAPS AND BASES FOR ALL POSTS. %THE ENGINEER. > NONEJPANDABIE, NON -COMPRESSIVE STABLE 6. ANY ADDITIONAL DRILLING OR CORING SHALL NOT DAMAGE REINFORCING BARS. S. PROJECT EXTERIOR WALL FRAMING TO BE 2x6 @16" O.C. " UNDISTURBED SOIL OR STRUCTURAL S. NO FOUNDATION ELEMENT, BEAM OR SLABS SHALL BE PLACED ON FROZEN SOIL OR IN 7 SET ANCHOR BOLTS AND EMBEDDED PLATES REQUIRED FOR CONNECTION OF WORK BY COMPACTED (>95%) FILL OVER SAME WATER. OTHERS. y c e 6. THE OWNER AND ENGINEER ASSUME NO RESPONSIBILITY FOR THE VALIDITY OF THE SUBSURFACE CONDITIONS DESCRIBED ON THE DRAWINGS, SPECIFICATIONS, BORING TIMBER FRAMING: LOGS, OR TEST PITS. THE DATA IS INCLUDED ONLY TO ASSIST THE CONTRACTOR PIER FOOTING DETAIL DURING BIDDING AND SUBSEQUENT CONSTRUCTION AND REPRESENT CONDITIONS ONLY 1. FOR ROUGH USE 2x6 HEADER WINDOW OEAM; OR 3 -TO 6 FOOT OPENINGSUSE 02x80HEADER BEAMS; AND, OF THESE SPECIFIED LOCATIONS AT THE PARTICULAR TIME THEY WERE MADE. FROM 6- TO 8 -FOOT OPENINGS USE 2x10 HEADER BEAMS; AND DOUBLES FOR 2x4 WALLS SCALE %'= I tr 7. ALL ORGANIC SOILS SUCH AS TOPSOIL OR ORGANIC FILL FOUND NEAR THE SURFACE IN &TRIPLES FOR 2X6 WALLS, EXCEPT AS NOTED OTHERWISE ON THE PLANS OR SLAB LOCATIONS MUST BE REMOVED. THE UPPER TWO FEET OF FILL AND ANY ORGANIC SPECIFICATIONS. IF LVLS ARE SPECIFIED ON THE PLANS, PROVIDE SOLID 4x4 POST FILL MATERIALS EXPOSED AT THE BASE OF EXCAVATION SHOULD BE REMOVED TO SUPPORTS FOR DBL HEADERS & SOLID 4x6 OR 6x6 DFL #2 POSTS FOR TPL HEADERS OR PECIFIED ON THE PLAN CONTINUE ALL STRUCTURAL POSTS DOWN TO FOUNDATION LEGEND iz f FZD Fza , ; it PIER FOOTING AND SIZE PIER ABBREVIATIONS: BF20: 8" TUBE w/ BIGFOOT BF20 BASE. BF24: 10" TUBE w/ BIGFOOT BF24 BASE. BF28: 10" TUBE w/ BIGFOOT BF28 BASE BF36: 12" TUBE w/ BIGFOOT BF36 BASE 12": 12" SONOTUBE NOT ALL PIER SIZES MAY BE USED ON THIS PLAN SET NOTE: 2 k2' PRECAST CONCRETE PIER MAY BE USED AS ALTERNATE FOR PIERS BF28 OR SMALLER. FOUNDATION NOTES 2. CONCRETE: MINIMUM 28 DAY COMPRESSIVE STRENGTHS FC (28 -DAYS} ALLOWABLE COMPRESSION SIRE ( C}. S56Engineering, LLC TOIACK SNDSBLE.TERAL mm Eloddrg to Rafter (Tae -nailed) 2-8d 2-10d FOUNDATIONS 3,000 psi MODULUS OF ELASTICITY (E): 1,400,000 PSI MIN. 146 Front Street, Scituate MA 02066 SIMPSON B LTED BASE THRouGH BOLTED To THROUGH 1, FOUNDATION DESIGN IS BASED UPON AN ALLOWABLE SOIL BEARING PRESSURE OF 2000 SOIL BEARING MATERIAL CAPACITY TO BE DETERMINED BY SOILTESTS PRIOR TO SLAB -ON -GRADE 3,500 psi OTHER FRAMING MATERIAL FOR INTERIOR NON LOAD BEARING STUDS MAY BE www857LO 857504.1D65 CARRYING BEAM 4-9d PSF. CONSTRUCTION. IF BEARING MATERIALS WITH A LOWER BEARING CAPACITY THAN 1 CONCRETE SHALL HAVE A SLUMP OF NO MORE THAN 4INCHES AND AIR ENTRAPMENT OF SUBSTITUTED ONLY UPON APPROVAL OF THE ENGINEER. .1065ee/ng.com ENGINEERSTAMP.- TON PER SQUARE FOOT ARE ENCOUNTERED AT THE SPECIFIED ELEVATIONS, THE 4-61l THE USE OF CALCIUM CHLORIDE IS NOT PERMITTED. PROVIDE PROPER CONCRETE 3. ALL EXTERIOR FRAMING SHALL BE PRESSURE TREATED (CCA TREATED) SOUTHERN Hocking to 511 or Top Plate (Toe -nailed) 3-16d UNDERLYING MATERIAL SHALL BE REMOVED AND REPLACED WITH SUITABLE MATERIAL PROTECTION OR HEAT IN COLD WEATHER AND MAINTAIN PROPER CURING PROCEDURES YELLOW PINE GRADE #2. 3-16d 4 -1 6d each joist TO BE APPROVED BY THE ENGINEER. IN ACCORDANCE WITH THE A.C.I. 3-IDd Per joist Band Joist to Joist (End -raved) 3-I6d 4-16d Per joist 4. BUILT-UP BEAMS SHALL BE SPIKED AS FOLLOWS: or JESSEJ. sc 2 GROUND SURFACE 2. ALL BACKFILL UNDER STRUCTURAL SLABS, MATS, AND OTHER FOUNDATION ELEMENTS 3. REINFORCING BARS SHALL CONFORM TO ASTM A615 OR A706 GRADE 60 AND SHALL BE fu KI Rafters or Trusses (Spaced up w 15" O.C.) SHALL BE COMPACTED IN MAX 6 LIFTS TO 45 PERCENT OF MAXIMUM DRY DENSITY PER EPDXY COATED. • 3 -PLY MAXIMUM, UNLESS OTHERWISE NOTED USING LVLS AND CONVENTIONAL CIVIL No 47W 8d led ASTM D1557, UNLESS OTHERWISE INDICATED OR SPECIFIED. FOUNDATION ELEMENTS Gable Endwall Rake or Rake Trus w/o Gable Overhang FRAMING LUMBER SHALL BE FULLY SPIKED TOGETHER WITH 2 lOD NAILS AT 12" 49° 9FQ 6" edge / V field Gable Endwall Rake or Rake Trus w/ Rructural Outlookers SHALL REST ONLY ON SUITABLE UNDISTURBED OR COMPACTED STRUCTURAL FILL 4. THE FOLLOWING MINIMUM CLEAR CONCRETE COVER SHALL BE PROVIDED UNLESS NOTEDO.C. D C ST��O FSs AL£^c Rd SDd STRUCTURAL FILL GRADATION SHALL BE NO LARGER THAN 1", BETWEEN 10% AND 60a/a OTHERWISE ON THE DRAWINGS: Gypsum Wallboard 5d coolers - T edge/ IT field WALL SHEATHING Wood Structural Panels, Suds spaced up to 24" D.C. ad PASSING THE NO. 20 SIEVE AND NO MORE THAN 5% PASSING THE NO. 200 SIEVE. 6" edge 112" field • 4 -PLY BUILT-UP FRAMING AND LVLS ARE TO BE SPIKED TOGETHER WITH THREE adt - 3" edge! 6" field Gypsum Wallboard CONCRETE CAST AGAINST EARTH, ALL BAR SIZES 3' (3) SIMPSON SDS Z'W SCREWS @ 12" O.C. OR AS OTHERWISE NOTED ON THE T edge 110" Field WALLSHEATHING 3. OPEN EXCAVATIONS AROUND BUILDING PERIMETER MUST REMAIN DRY. REMOVE WATER CONCRETE EXPOSED TO EARTH OR WEATHER, ALL BAR SIZES 2" DRAWINGS; OR AS RECOMMENDED BY THE MANUFACTURER. FROM OPEN EXCAVATIONS PRIOR TO BACKFILLING. 4. USE FULLY NAILED METAL CONNECTORS (TECO, SIMPSON; OR APPROVED EQUAL): JOIST JESSE KROPELNIClU, P.E. 4. SHORING AND BRACING FOR THE LATERAL SUPPORT OF EXCAVATION SHALL REMAIN IN 5. NO CONCRETE SHALL BE CAST BEFORE REVIEW AND APPROVAL OF THE REINFORCING OR BEAM HANGERS WHEN JOISTS OR BEAMS FRAME INTO ANOTHER JOIST OR BEAM APPROVED BY AND EMBEDDED ITEMS HAVE BEEN OBTAINED FROM THE ENGINEER. z. ,, (1) #4 BAR BEND INTO BIGFOOT PLACE UNTIL ALL PERMANENT STRUCTURAL SYSTEMS ARE COMPLETE AS MEMBER. PROVIDE METAL POST CAPS AND BASES FOR ALL POSTS. %THE ENGINEER. > NONEJPANDABIE, NON -COMPRESSIVE STABLE 6. ANY ADDITIONAL DRILLING OR CORING SHALL NOT DAMAGE REINFORCING BARS. S. PROJECT EXTERIOR WALL FRAMING TO BE 2x6 @16" O.C. " UNDISTURBED SOIL OR STRUCTURAL S. NO FOUNDATION ELEMENT, BEAM OR SLABS SHALL BE PLACED ON FROZEN SOIL OR IN 7 SET ANCHOR BOLTS AND EMBEDDED PLATES REQUIRED FOR CONNECTION OF WORK BY COMPACTED (>95%) FILL OVER SAME WATER. OTHERS. y c e 6. THE OWNER AND ENGINEER ASSUME NO RESPONSIBILITY FOR THE VALIDITY OF THE SUBSURFACE CONDITIONS DESCRIBED ON THE DRAWINGS, SPECIFICATIONS, BORING TIMBER FRAMING: LOGS, OR TEST PITS. THE DATA IS INCLUDED ONLY TO ASSIST THE CONTRACTOR PIER FOOTING DETAIL DURING BIDDING AND SUBSEQUENT CONSTRUCTION AND REPRESENT CONDITIONS ONLY 1. FOR ROUGH USE 2x6 HEADER WINDOW OEAM; OR 3 -TO 6 FOOT OPENINGSUSE 02x80HEADER BEAMS; AND, OF THESE SPECIFIED LOCATIONS AT THE PARTICULAR TIME THEY WERE MADE. FROM 6- TO 8 -FOOT OPENINGS USE 2x10 HEADER BEAMS; AND DOUBLES FOR 2x4 WALLS SCALE %'= I tr 7. ALL ORGANIC SOILS SUCH AS TOPSOIL OR ORGANIC FILL FOUND NEAR THE SURFACE IN &TRIPLES FOR 2X6 WALLS, EXCEPT AS NOTED OTHERWISE ON THE PLANS OR SLAB LOCATIONS MUST BE REMOVED. THE UPPER TWO FEET OF FILL AND ANY ORGANIC SPECIFICATIONS. IF LVLS ARE SPECIFIED ON THE PLANS, PROVIDE SOLID 4x4 POST FILL MATERIALS EXPOSED AT THE BASE OF EXCAVATION SHOULD BE REMOVED TO SUPPORTS FOR DBL HEADERS & SOLID 4x6 OR 6x6 DFL #2 POSTS FOR TPL HEADERS OR PECIFIED ON THE PLAN CONTINUE ALL STRUCTURAL POSTS DOWN TO FOUNDATION LEGEND iz f FZD Fza , ; it PIER FOOTING AND SIZE PIER ABBREVIATIONS: BF20: 8" TUBE w/ BIGFOOT BF20 BASE. BF24: 10" TUBE w/ BIGFOOT BF24 BASE. BF28: 10" TUBE w/ BIGFOOT BF28 BASE BF36: 12" TUBE w/ BIGFOOT BF36 BASE 12": 12" SONOTUBE NOT ALL PIER SIZES MAY BE USED ON THIS PLAN SET NOTE: 2 k2' PRECAST CONCRETE PIER MAY BE USED AS ALTERNATE FOR PIERS BF28 OR SMALLER. FRAMING LEGEND STRUCTURAL BEAM: LVL STRUCTURAL BEAM: CONVENTIONAL LUMBER JOIST/RAFTER: CONVENTIONAL LUMBER —� BEARING WALL BELOW BEARING WALL ABOVE ® STRUCTURAL POST: CONVENTIONAL LUMBER ® STRUCTURAL POST ABOVE DOOR/WINDOW HEADERS: STANDARD HEADER (REFER TO NOTES) 1 INORGANIC FILL OR UNDISTURBED SILTY SANDS. COMPACTED STRUCTURAL FILL SHALL AS OTHERWISE S BE USED AS NEEDED TO GRADE BEFORE GRAVEL BASE AND SLAB PLACEMENT. FOUNDATION OR BEAMS BELOW (SOLID BLOCK TO DROP BEAMS).. LATERAL BRACING NOTES: 1. PROVIDE SIMPSON H2A HURRICANE TIES AT ALL RAFTER TO SILL TO STUD CONNECTIONS. PROVIDE SIMPSON H3 STRAPS AT RAFTERS TO DROP BEAM CONNECTIONS AND DECK JOIST TO BEAM CONNECTIONS. ALL EXTERIOR POSTS TO HAVE HOG METAL POST BASE AND CAP. 2. PROVIDE STRUCTURAL 1 RATED SHEATHING FOR ALL EXTERIOR WALLS AND ROOF; %6" WALL PANELS, X' ROOF PANELS. ALL EXTERIOR WALL PANELS TO HAVE MINIMUM 6" EDGE AND 12" FIELD NAILING. 3. PROVIDE TWO FULL HEIGHT STUDS ADJACENT TO EACH HEADER AND JACK STUD. STRAP POSTS TO SILL BELOW AND TO HEADER ABOVE USING SIMPSON CS20 STRAPS (TYP EACH WINDOW 1ST FLOOR). USE FULL HEIGHT STUDS ON GABLE WALLS, SOLID BLOCK AT TOP PLATE ELEVATION. 4. JOIST BLOCKING FIRST TWO BAYS OF JOISTS AT EACH END WALL AT 4' O.C. TYP. 1ST FLOOR IN ADDITION TO BLOCKING UNDER BEARING WALLS. S. USE SIMPSON CS20 STRAPS OVER RIDGE AT EACH RAFTER OR USE 2x6 COLLAR TIES AT EACH RAFTER IN UPPER THIRD OF ROOF. 6. ALL NAILING TO BE BASED ON NAILING TABLE IN LOCATIONS WHERE METAL CONNECTORS ARE NOT USED. 2x10 PT SYP #2 LEDGER BOLTED FASTENED TO EXTERIOR WALL USING LAG SCREWS THAT DkB SPF #2 CEILING PENETRATE 2" MINIMUM DIED EAM ]O15T5 @ 16' O.C-1 STUD. �M ALL LEDGERS ROOF -TO -WALL CONNECTIONS UND) I - =n - =n� n TT I HEADER RB01, SEE ROOF FRAMING PLAN. '. PERFORATED SHEAR WALLS (TBC 2015, PSW METHOD) USE 2' EDGE NAILING FOR PSW WALLS. STRAP ALL POSTS TO BEAM BELOW USING SIMPSON CS20 STRAP (TYPICAL AROUNDADDIFION). SEE LATERAL BRACING NOTES. WIND DETAILING PLAN SCALE' A4 = I -0' (UNLESS NOTED OTHERWISE) 1 , i ill ' CEILING FRAMING PLAN A:IC and LOW ROOF FRAMING PLAN SCALE.' A4 NAILING TABLE LATERAL SUPPORTM NUMBER OF COMMON NAILS (2)FULL HEIGFITNT NAILSPACING TOIACK SNDSBLE.TERAL mm Eloddrg to Rafter (Tae -nailed) 2-8d 2-10d each end POSTS TOTAL) FRAMING LEGEND STRUCTURAL BEAM: LVL STRUCTURAL BEAM: CONVENTIONAL LUMBER JOIST/RAFTER: CONVENTIONAL LUMBER —� BEARING WALL BELOW BEARING WALL ABOVE ® STRUCTURAL POST: CONVENTIONAL LUMBER ® STRUCTURAL POST ABOVE DOOR/WINDOW HEADERS: STANDARD HEADER (REFER TO NOTES) 1 INORGANIC FILL OR UNDISTURBED SILTY SANDS. COMPACTED STRUCTURAL FILL SHALL AS OTHERWISE S BE USED AS NEEDED TO GRADE BEFORE GRAVEL BASE AND SLAB PLACEMENT. FOUNDATION OR BEAMS BELOW (SOLID BLOCK TO DROP BEAMS).. LATERAL BRACING NOTES: 1. PROVIDE SIMPSON H2A HURRICANE TIES AT ALL RAFTER TO SILL TO STUD CONNECTIONS. PROVIDE SIMPSON H3 STRAPS AT RAFTERS TO DROP BEAM CONNECTIONS AND DECK JOIST TO BEAM CONNECTIONS. ALL EXTERIOR POSTS TO HAVE HOG METAL POST BASE AND CAP. 2. PROVIDE STRUCTURAL 1 RATED SHEATHING FOR ALL EXTERIOR WALLS AND ROOF; %6" WALL PANELS, X' ROOF PANELS. ALL EXTERIOR WALL PANELS TO HAVE MINIMUM 6" EDGE AND 12" FIELD NAILING. 3. PROVIDE TWO FULL HEIGHT STUDS ADJACENT TO EACH HEADER AND JACK STUD. STRAP POSTS TO SILL BELOW AND TO HEADER ABOVE USING SIMPSON CS20 STRAPS (TYP EACH WINDOW 1ST FLOOR). USE FULL HEIGHT STUDS ON GABLE WALLS, SOLID BLOCK AT TOP PLATE ELEVATION. 4. JOIST BLOCKING FIRST TWO BAYS OF JOISTS AT EACH END WALL AT 4' O.C. TYP. 1ST FLOOR IN ADDITION TO BLOCKING UNDER BEARING WALLS. S. USE SIMPSON CS20 STRAPS OVER RIDGE AT EACH RAFTER OR USE 2x6 COLLAR TIES AT EACH RAFTER IN UPPER THIRD OF ROOF. 6. ALL NAILING TO BE BASED ON NAILING TABLE IN LOCATIONS WHERE METAL CONNECTORS ARE NOT USED. 2x10 PT SYP #2 LEDGER BOLTED FASTENED TO EXTERIOR WALL USING LAG SCREWS THAT DkB SPF #2 CEILING PENETRATE 2" MINIMUM DIED EAM ]O15T5 @ 16' O.C-1 STUD. �M ALL LEDGERS ROOF -TO -WALL CONNECTIONS UND) I - =n - =n� n TT I HEADER RB01, SEE ROOF FRAMING PLAN. '. PERFORATED SHEAR WALLS (TBC 2015, PSW METHOD) USE 2' EDGE NAILING FOR PSW WALLS. STRAP ALL POSTS TO BEAM BELOW USING SIMPSON CS20 STRAP (TYPICAL AROUNDADDIFION). SEE LATERAL BRACING NOTES. WIND DETAILING PLAN SCALE' A4 = I -0' (UNLESS NOTED OTHERWISE) 1 , i ill ' CEILING FRAMING PLAN A:IC and LOW ROOF FRAMING PLAN SCALE.' A4 NAILING TABLE JOINT DESCRIPTION NUMBER OF COMMON NAILS NUMBER OF BOX NAILS NAILSPACING ROOF FRAMING Eloddrg to Rafter (Tae -nailed) 2-8d 2-10d each end Rim Board to Rafter (End -nailed) 2-16d 3-16d each end WALL FRAMING Top Plates at Intersections(Face-naiPed) +IM 5-16d atjonts Stud to Stud (Face -nailed) 2-16d 2-16d 24" O.0 Header to Header (Face-naled) 161 16d 16" O.0 along edges FLOOR FRAMING Joist to SIT, Top Plate or Girder (Toenaled) 4-9d 4-10d per joist Hocking to ldst(Toe-wiled) 2-8d 2 -Slid each end Hocking to 511 or Top Plate (Toe -nailed) 3-16d 4-15d each bb& Ledger Ship to Beam or Girder (Fare -nailed) 3-16d 4 -1 6d each joist Joist on Ledger to Beam (Toe-naled) 3-8d 3-IDd Per joist Band Joist to Joist (End -raved) 3-I6d 4-16d Per joist Band Joist to Sll or Top Plate (Toe-naled) 2-I6d 3-16d Per Toot ROOF SHEATHING Wood Structural Panels fu Rafters or Trusses (Spaced up w 15" O.C.) ad - 10d 6" edge / 6" field Rafters or Trusses (Spaced over 16" O.C.) 8d led T edge 14" field Gable Endwall Rake or Rake Trus w/o Gable Overhang Rd I0d 6" edge / V field Gable Endwall Rake or Rake Trus w/ Rructural Outlookers Rd 10d 6" edge! V field Gable Endwall Rake or Rake Trus w/ Lookout Hods Rd SDd 4" edge 14" field CEILING SHEATHING Gypsum Wallboard 5d coolers - T edge/ IT field WALL SHEATHING Wood Structural Panels, Suds spaced up to 24" D.C. ad 10d 6" edge 112" field and 2y," Fiberboard Panels adt - 3" edge! 6" field Gypsum Wallboard 5d coolers - T edge 110" Field WALLSHEATHING Wood Structural Panels I" or Less Rd IUd 6" edge 117" field Greater than 1" 10d 16d -6" edge/ 6" field TOWN OF YA MCUTH REVIEWED FOR BUI"_DING AND 7CNING CODE CO,.1PLI- ANCE. ERRORS OR Ct„',11SSDNS DO NOT RELIEVE THE APPLICANT FROM THE RESPONS18ILI FAS BUILT” COMPLIANCE. DATE: �i ' a`l -19 BUILDING OFFCIAL. FILE COPY DORMER FRAMING PLAN JSCALE Ito' (NEW, SEE LOWER — I LEVEL FRAMING PLAN) I— Z C w � z O U LU LU 0 ClH a z� 0 =111 -0 w O� & pCWy1"'TUJI"TQZU) DRAINNBY.' S. Reynolds/S. Moseley CHECKED BY: J, Knopelnicld SCALE AS NOTED DA TP October 18, 2019 sig OF C V � z LU 0 ClH H z� W -0 w O� & (B LL LL J IY V0 E Q N fu W a RE DRAINNBY.' S. Reynolds/S. Moseley CHECKED BY: J, Knopelnicld SCALE AS NOTED DA TP October 18, 2019 sig OF C L%1 � z LJ H z� w O� LL LL W DRAINNBY.' S. Reynolds/S. Moseley CHECKED BY: J, Knopelnicld SCALE AS NOTED DA TP October 18, 2019 sig OF QA- ko - o0a,0 0 REScheck Software Version 4..6.5 Compliance Certificate Project Addition Energy Code: 780 CMR 51.00: Massachusetts Residential Code, 9th Edition, Energy Efficiency Location: South Yarmouth, Massachusetts Construction Type: Single-family Project Type: Addition Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 22 Aft Rd. Bob Purcell S.Yarmouth,MA 02664 59 Fremont St. Providence, RI 02906 Compliance: Passes using UA trade-off Compliance: 2.4%Better Than Code Maximum UA: 82 Your UA: 80 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Assembly or R-Value R-Value U-Factor UA Perimeter Ceiling 1: Flat Ceiling or Scissor Truss 40 38.0 0.0 0.030 1 Ceiling 2: Cathedral Ceiling 240 38.0 0.0 0.027 6 Ceiling 3:Cathedral Ceiling 40 30.0 0.0 0.034 1 Wall 1:Wood Frame, 16"o.c. 550 21.0 0.0 0.057 23 Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 103 0.300 31 Door 1: Solid 20 0.270 5 Door 2: Glass 20 0.300 6 Floor 1:All-Wood Joist/Truss:Over Outside Air 200 30.0 0.0 0.033 7 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 780 CMR 51.00: Massachusetts Residential Code,9th Edition, Energy Efficiency re irements in REScheck Version 4.6 and to comply with the ma datory requirerynts listed in the REScheck Inspection Check! Name-Title Sign r Date Project Title: Addition Report date: 01/03/20 Data filename: Untitled.rck Page 1 of10 cij( 780 CMR 51 .00: Massachusetts Residential Code, 9th Edition, Energy Efficiency Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.30 Door 0.27 Heating&Cooling Equipment Efficiency Heating System: Cooling System: Water Heater: Name: Date: Comments