Loading...
HomeMy WebLinkAboutBLD-17-001120Sheet Index Page Name Al Title Page A2 Plot Plan A3 House1st & 2 nd Floor Plan A4 House Basement & 3rd Floor Plan AS Barn 1st & 2nd Floor Plan A6 House Elevations A7 Barn Elevations A8 Pavillion Plans, Elevations & Wall Sections A9 1/4" Building Section A10 1/2" Wall Sections A11 Details 1 1/2" Al2 Schedules A16 Specifications S1 Foundation Plans S2 House 1st & 2nd Flr Framing Plan S3 House & Barn 3rd Flr & Roof Framing Plan sollivarki Residence 202 Pleasant St South Yarmouth MA GENERAL NOTES 1. THESE DRAWIN GS AND ALL ASPECTS OF THE PROJECT SHALL COMPLY WITH IRC 2009 AND 780 AMENDMENTS CMR - MA TO THE IBC AS WELL AS ANY TOWN AMENDMENTS OR BY-LAWS, LIFE SAFETY PLUMBING AND ELECTRICAL CODES. IF ANY CONFLICT IS FOUND, NOTIFY THE ARCHITECT IMMEDIATELY. 2. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL PERMITS NECESSARY COMPLETION OF FOR THE WORK. 3. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF DIMENSIONAL BETWEEN THE REQUIREMENTS NORK OF REQUIRED TRADES / SUBCONTRACTORS. 4.THE GENERAL CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO STARTING WORK DIMENSIONS, GRADES, INCLUDING ALL PROPERTY LINES, EXISTING BUILDINGS, AND NEW WORK. THE CONTRACTOR SHALL LAYOUT IN THE FIELD THE NTIRE WORK TO BE PERFORMED TO VERIFY DIMENSIONAL RELATIONSHIPS. THE ARCHITECT SHALL BE NOTIFIED OF ANY VARIATIONS FROM INFORMATION PROVIDED IN THE DRAWINGS. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY VARIATIONS OR DEVIATIONS FROM THE PLANS CONFIRMATION WITHOUT WRITTEN FROM THE ARCHITECT. CONTRACTOR MUST SUBMIT ANY PROPOSED CHANGES IN WRITING AND PROVIDE ADEQUATE TIME FOR REVIEW BY THE ARCHITECT FOR PROPOSED CHANGES OR REQUESTS FOR ADDITIONAL INFORMATION. 6. CONTRACTOR 3HALL PROVIDE ANY ITEMS REQUIRED BY CODE OR FOR THE PROPER INSTALLATION COMPLETION C ,FUNCTION, OR F AN ASSEMBLY REGARDLESS IF SAID ITEM IS SHOWN OR NOT. SUB -CONTRACTORS SHALL INFORM THE GENERAL CONTRACTOR OF THEIR REQUIREMENTS FOR THE WORK REQUIRED BY OTHER SUBMITTAL OF TRADES PRIOR TO INAL BIDS 7. THE ARCHITECT CANNOT ACCEPT RESPONSIBILITY FOR SPECIFIC QUANTITIES OR QUALITIES LISTED IT IS THE RESPONSIBILITY HEREIN. OF THE CONTRACTOR TO REVIEW THESE CONSTRUCTION DOCUMENTS SUTABILITY OF AND CONFIRM THE HIS HOUSE FOR PARTICULAR BUILDING SITE, 8. IN ADDITION TO THE ITEMS LISTED THE OWNER SHOULD SELECT FINISH MATERIALS SUCH AS COLORS AND TYPES OF PAINTS, STAINS TILE, CARPET, CABINETS, COUNTER TOPS AND, LIGHT AND PLUMBING FIXTURES, ALSO TO BE CONSIDERED ARE THE HEATING/COOLING SYSTEM, WIRING, PLUMBING AND EXTERIOR SITEWORK. 9. CONTRACTOR HALL PROVIDE ADEQUATE BRACING OR OTHERWISE SUPPORT ALL PORTIONS UNTIL ALL MEMBERS OF THE STRUCTURE HAVE BEEN PERMANENTLY CONNECTED TOGETHER. PLUMBING DIAGRAMS OR DRAWINGS SHALL BE PROM ED BY THE PLUMBING CONTRACTOR. HEATING/COOLING DUCT DIAGRAMS OR DRAWINGS SHALL BE PROVIDED B THE HEATING/COOLING CONTRACTOR. HEAT LOSS OR ENERGY CALCULATIONS SHALL BE PROVIDED BY THE HEATING/COOLING CONTRACTOR OR OTHER PROFESSIONAL AS REQUIRED BY THE OFFICIAL. TRUSS BUILDING DESIGN, ENGINEERING AND PLANS SHALL BE PROVIDED BY THE TRUSS MANUFACTURER. 10. ANY SPECIFIED CONNECTORS OR STRUCTURAL ELEMENTS MAY ONLY BE SUBSTITUTED WITH WRITTEN BY THE STRUCTURAL PERMISSION ENGINEER. Obtaining an Horne Energy Rating System index Score (HERS) for compliance with the International Energy Conservation Code (IECC) 2009 with Massachusetts Amendments "The Stretch Energy Code" OR the 2012 IECC shall be the responsibility of the owner or contractor. A HERS certified professional will be required to perform testing and documention for compliance with current energy codes an shall be the responsibility of the owner or contractor and is not included in this document. QC r� j t55o c�1 Fuc )r\ov5Z Orly, SQQ R( PDQ �QiYni[5 CQT-v i Q�cl� S—) (-u v�-R- REVISION OWNERSHIP AND OF DOCUMENT Drawings and specific are instruments of professional service a remain property of th architect. These docu are not to be used in or part for any other I or purposes, or by an, parties than those prc authorized by contrac without specific writte authorization by Caml Smith Architects Inc. 'c CAMPBELL SMII RCHITECTS LLC Campbell I Sn A R C H I T E C PO Box 1450 22 Depot Street Duxbury, MA 023; 781-934-7181 www.cam o beIIsm ith n rrh Ito, „,;✓, PROJECT: _» Sullivan isRe$ldenc J1, Lt. , BUILDER !! > --- f 1� \ S` LOCATION: f --��-: 202 Pleasant �. �'}' _ South YarmOL 77:Y a TOWN OF _ — YARMOUTH Title Page REVIEWED FOR BUILDING AND ZONING CODE COMPiI- r , ANCE. ERRORS OR oAcirSs!or!S no NOT RELIEVE THE APPLICANT FROM THE RESPONSMILRYOF'ASBUILT' 1. = s+ h COMPLIANCE DATE:Ci - _- ISSUE DATE BUIL NG oFFiCwL 08-03-2016 THIS SETPRINTED 8/3/16 A CERTIFIED AS BUILT IS REQUIRED I SEE ISSUE DATE AREVISIONS A E Al ,r- BEFORE FINAL INSPECTION SCALE: AS NOTED r... DRAWN BY: CBD FILE COPY Yarmouth Health Department 1,101963 1 of 1�6 BARN 91 T -----� I i PAVILION CENTERED I ------- PAVILIOW- I I I I I I I I I � 100 C Footprint/Lot Placement 1:10 2 Scale:1 " =10' Ad �P of C ° �s �o yob �o �o°Qoo�ooy�J��� yo ?,F, gE%.-,, .wF ;� oSE°d0`? cp QUO Fye g, 6OF e� l'Q 6 SFS FLOOD ZONE -- i am ~z Gfi .. O"?0vNs �Fa6gpGt��a �o ZONE "PE" EL--- lk Iw mlrQ m�� G°�OJ�OB I I. �F Q� P �f c FLOOD �J�OFO�� Ot,GJtjO ty QOM o'w g 0 2 U n i F c 9J1�� �+I� S41'57'10"E 393'1 c� ' s l -� F° 6� S41'57'10"E 68.35 11 DR ----_ - /� \, i���— _, _------- -------L----—� --��\\ ` FLOOD ZONE "AE" EL= I I i I SECKEE WA y W i (' (( LIOD ZONE -< i I ! I ``�C / =— / ` w� (PRI VAT - 40WIDE)'—_L_ `_ x i } G (FORMERLY HOLCISTER �� F°5�°� b 9� L-- j `�\ I - �1 _ x -� _ WAY) o PAVILLION\, I I_ I 1 e°A ------ 0 1 l2 9 Fy -11 I o `:, 18'X18' I _ _ 14 I Qqo Fr I ' ' t I ,- I DRIVEWAY I 4010' ���' I W LO GO OJ Q g o I , 0. -- -- I ._ I l 00 v) O� Sg tt N I I y _ �6 GF / 3''V5720E 140.00. (////^' - _ / CAA -57' 0'E 110.00' I I 453i� Q rDRIVEWAY OVERHANG VERHA R 55� PORCHES ENCLOSED iI G�e�IR�I Q Q��Q�Oe��Oip�—�— �"OUTLJ,a�� cA LA) O 'ZPisO4'500 �I°S QS°Q 04 0°NO �cli � / PREPARED FOR: Mr. JIM SULLIVAN 94 LIBERTY STREET QUINCY, MA 02169 JSULLIVAN®PVSULLIVAN.COM 19909116111 Mail M!, I 349 Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 © 2016 BSC Group, Inc. SCALE: 1" = 20' 0 10 20 40 veep FILE: 49972—SP.DWG DWG. N0: 6324-01 SHEET 1 OF 1 JOB. NO: 4-9972.00 REVISIONS OWNERSHIP AND USE OF DOCUMENTS Drawings and specifications are instruments of professional service and shall remain property of the architect. These documents are not to be used in whole or part for any other projects or purposes, or by any other parties than those properly authorized by contract without specific written authorization by Campbell Smith Architects Inc. c CAMPBELL SMITH ARCHITECTS LLC Campbell Smith A R C H I T E C T S PO Box 1450 22 Depot Street Duxbury, MA 02331 781-934-7181 www.campbellsmitharchitects.com PROJECT. Sullivan Residence BUILDER LOCATION: 202 Pleasant St South Yarmouth MA Plot Plan ISSUE DATE 08-03-2016 THIS SETPRINTED ON: 8/3/16 SEE ISSUE DATE AND REVISIONS ABOVE SCALE: AS NOTED DRAWN BY: CBD ��REl1EJ,�"Q rpy F� N0. BM D J" qM OF MPcSp' PAGE 2 of 16 I I cl C C C\\ 1 1 -- — ---- — - —- — -— - HOUSE -- -- —DECK---- o m o C/ i / I n: � ;I I Footprint/Lot Placement 1:10 2 Scale:1 " =10' Ad �P of C ° �s �o yob �o �o°Qoo�ooy�J��� yo ?,F, gE%.-,, .wF ;� oSE°d0`? cp QUO Fye g, 6OF e� l'Q 6 SFS FLOOD ZONE -- i am ~z Gfi .. O"?0vNs �Fa6gpGt��a �o ZONE "PE" EL--- lk Iw mlrQ m�� G°�OJ�OB I I. �F Q� P �f c FLOOD �J�OFO�� Ot,GJtjO ty QOM o'w g 0 2 U n i F c 9J1�� �+I� S41'57'10"E 393'1 c� ' s l -� F° 6� S41'57'10"E 68.35 11 DR ----_ - /� \, i���— _, _------- -------L----—� --��\\ ` FLOOD ZONE "AE" EL= I I i I SECKEE WA y W i (' (( LIOD ZONE -< i I ! I ``�C / =— / ` w� (PRI VAT - 40WIDE)'—_L_ `_ x i } G (FORMERLY HOLCISTER �� F°5�°� b 9� L-- j `�\ I - �1 _ x -� _ WAY) o PAVILLION\, I I_ I 1 e°A ------ 0 1 l2 9 Fy -11 I o `:, 18'X18' I _ _ 14 I Qqo Fr I ' ' t I ,- I DRIVEWAY I 4010' ���' I W LO GO OJ Q g o I , 0. -- -- I ._ I l 00 v) O� Sg tt N I I y _ �6 GF / 3''V5720E 140.00. (////^' - _ / CAA -57' 0'E 110.00' I I 453i� Q rDRIVEWAY OVERHANG VERHA R 55� PORCHES ENCLOSED iI G�e�IR�I Q Q��Q�Oe��Oip�—�— �"OUTLJ,a�� cA LA) O 'ZPisO4'500 �I°S QS°Q 04 0°NO �cli � / PREPARED FOR: Mr. JIM SULLIVAN 94 LIBERTY STREET QUINCY, MA 02169 JSULLIVAN®PVSULLIVAN.COM 19909116111 Mail M!, I 349 Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 © 2016 BSC Group, Inc. SCALE: 1" = 20' 0 10 20 40 veep FILE: 49972—SP.DWG DWG. N0: 6324-01 SHEET 1 OF 1 JOB. NO: 4-9972.00 REVISIONS OWNERSHIP AND USE OF DOCUMENTS Drawings and specifications are instruments of professional service and shall remain property of the architect. These documents are not to be used in whole or part for any other projects or purposes, or by any other parties than those properly authorized by contract without specific written authorization by Campbell Smith Architects Inc. c CAMPBELL SMITH ARCHITECTS LLC Campbell Smith A R C H I T E C T S PO Box 1450 22 Depot Street Duxbury, MA 02331 781-934-7181 www.campbellsmitharchitects.com PROJECT. Sullivan Residence BUILDER LOCATION: 202 Pleasant St South Yarmouth MA Plot Plan ISSUE DATE 08-03-2016 THIS SETPRINTED ON: 8/3/16 SEE ISSUE DATE AND REVISIONS ABOVE SCALE: AS NOTED DRAWN BY: CBD ��REl1EJ,�"Q rpy F� N0. BM D J" qM OF MPcSp' PAGE 2 of 16 SHI ER WALL "B" HE HE nt SHEER WALL *B" � a - N E e a HE HE if CD J / i a 3 o w w r 'q N M N BEDROOM #3 '-9114` �) BEDROOM #4 +`+ W ool x 114' N 2 ^ H211 H221 / n -- - ------ -------- -- -- — 9916• e ° O w '-9114' WI -1 1 114' I rPo M m OPEN TO ,o m h ABOVE & 11 I N 3 BELOW + BEDROOM #2 E--4 4 •p W -9114" UP � a _2'6 z68 Z'M M V A6 '.111/4•. 14,,6„ 8' 6" I 3'-9" p I. • 10'-91 mG C ZVI I N 211 V4" I m I I CL I H213r-- — -- - A I VIII III I II I I W 9114" _ 4 _ IIIIII I x ----li MECH 111 41 '11II m 11 va^ I � - + _ BEDROOM #1 MASTER w L----- ---Jw i. LC -D \48.. 6-, I rn srlo+r w F: o W.C. N 1 I x - EI HE HE SHER W L'F" P E I P E SHEE WALL "F' S 1 I House Znd Hoor Flan 2 Scale:1/4" = 1'-0" AS REVISIONS E-3 1 A6 A9 WALL "B' SHEET WALL'B" n I n House 1st Floor Plan Scalel/4" = 1'-0" A6 OWNERSHIP AND U OF DOCUMENTS Drawings and specifica are instruments of professional service an remain property of the architect. These docun are not to be used in w or part for any other p or purposes, or by any parties than those prol authorized by contract without specific writtel authorization by Camp Smith Architects Inc. c CAMPBELL SMIT RCHITECTS LLC Campbell I Srr A R C H I T E C PO Box 1450 22 Depot Street Duxbury, MA 023: 781-934-7181 www. ca m p b e l l s m i t h a rch i to PROJECT: Sullivan Resident BUILDER LOCATION: 202 Pleasant South Yarmo MA Housel st & 2 Ind Plan ISSUE DATE 08-03-2016 THIS SETPRINTEE 8/3/16 SEE ISSUE DATE REVISIONS ABO SCALE: AS NOTED DRAWN BY: CBD PAGE 3of16 1 600P P Q N -o I C FACE OF STRUCTURE ABOVE � m HALF BATH 3 m � J H112 DINING I .� maxncoo WD '• TACKED KITCHEN LAUND x A V T-0- 4'-6' 5'-93/ 4'-2 V4" 25'-6" I FOYER OPEN TO& III ABOVE PORCH BELOW IIIIII � le � 4 = = s-2� m 1 M M m o n I UP Ir V DIAX T-6' COLOUMNS 1 1 A 13i A ---------- --r - —i——--- U Rfl 1, /' 7 GREAT ROOM -9114' -71 14 MECH m AL OVE o I o I' o J II 4 - - - - A9 IL 9,-4, 3 W LK Imo, N CLOSETLd I x N I I FACE OF STRUCTURE ABOVE — House 1st Floor Plan Scalel/4" = 1'-0" A6 OWNERSHIP AND U OF DOCUMENTS Drawings and specifica are instruments of professional service an remain property of the architect. These docun are not to be used in w or part for any other p or purposes, or by any parties than those prol authorized by contract without specific writtel authorization by Camp Smith Architects Inc. c CAMPBELL SMIT RCHITECTS LLC Campbell I Srr A R C H I T E C PO Box 1450 22 Depot Street Duxbury, MA 023: 781-934-7181 www. ca m p b e l l s m i t h a rch i to PROJECT: Sullivan Resident BUILDER LOCATION: 202 Pleasant South Yarmo MA Housel st & 2 Ind Plan ISSUE DATE 08-03-2016 THIS SETPRINTEE 8/3/16 SEE ISSUE DATE REVISIONS ABO SCALE: AS NOTED DRAWN BY: CBD PAGE 3of16 i A 0 0 CHIMNEY NE STONE o o TOP OF RAIL ILJ I I I I I TOP OF FOOTINGS TOP OF FOOTINGS House South Elevation Scale:1/4" = 1'-0" TOP OF RAIL CAP & CROWN TYP. 4 1"•� •• ••� , �r _ _ — _ — _ _ _ — - — _ _ _ — a CUSTOM BRACKETe CUSTOM BRACKET W O LL m I FIRST FLOOR I I FIRST FLOOR --- - --- ----- - ----------- I 5/6 WATER TABLE W1 CAP 3 TOP 0---OTiNric ------------._ FIRST FLOOR ------,�I�--- ^4i L -----T- I I I I I I III I I I I I I i_ -J I I I I I TOP JF FUOTWJGS - --- - --- - --- ----�-----------------------J '-- - -------------------------- J - -------------------------------------- 5/6 WATER TABLE W/ CAP I I I I FIRST FLOOR OF FCCRN�S House East Elevation 4 Scale:1/4 = 1'-0" A6 TOP OF FOOT INGS House West Elevation Scale:1/4" = 1'-0" A6 CHIMNEY NEE STONE TOP OF RAIL R FIBERGLASS GUTTER W/ OFFSET FASO -`"' �` I I �� I I L_—f I I LJ I I I \ WHITE CEDAR SHINGLES ATTIC FLOOR D• • 6/4x12 C.B. -------------------------------------------- a CAP & CROWN TYP ` \ — - — - -�--' FU o M J � I SECOND FLOOR L ECORATIVE R 2 1� 11AIL • NO AccEs I W a ° M W 11 O O 0 0 �o I o m I 3 FIRST FLOOR - i I I I I i 0P OF FOOTINI.S------------- - --- 1 1 J X X � a 0 0 FIRST FLOOR I I FIRST FLOOR --- - --- ----- - ----------- I 5/6 WATER TABLE W1 CAP 3 TOP 0---OTiNric ------------._ FIRST FLOOR ------,�I�--- ^4i L -----T- I I I I I I III I I I I I I i_ -J I I I I I TOP JF FUOTWJGS - --- - --- - --- ----�-----------------------J '-- - -------------------------- J - -------------------------------------- 5/6 WATER TABLE W/ CAP I I I I FIRST FLOOR OF FCCRN�S House East Elevation 4 Scale:1/4 = 1'-0" A6 TOP OF FOOT INGS House West Elevation Scale:1/4" = 1'-0" A6 CHIMNEY NEE STONE TOP OF RAIL R FIBERGLASS GUTTER W/ OFFSET FASO -`"' �` I I �� I I L_—f I I LJ I I I \ WHITE CEDAR SHINGLES ATTIC FLOOR D• • 6/4x12 C.B. -------------------------------------------- a CAP & CROWN TYP ` \ — - — - -�--' FU o M J � I SECOND FLOOR L ECORATIVE R 2 1� 11AIL • NO AccEs I W a ° M W 11 O O 0 0 �o I o m I 3 FIRST FLOOR - i I I I I i 0P OF FOOTINI.S------------- - --- _I- ATTIC FLOOR _ SECOND FLOOR OECD---------- - 3 - WCUSTOM BRACKET a I I O iFIRST FLOOR -_CP CF FOO -i INGS House North Elevation � Scale:1/4" = 1'-0" REVISIONS OWNERSHIP AND USE OF DOCUMENTS Drawings and specifications are instruments of professional service and shall remain property of the architect. These documents are not to be used in whole or part for any other projects or purposes, or by any other parties than those properly authorized by contract without specific written authorization by Campbell Smith Architects Inc. c CAMPBELL SMITH RCHITECTS LLC Campbell j Smith A R C H I T E C T S PO Box 1450 22 Depot Street Duxbury, MA 02331 781-934-7181 www.campbellsmitharchitects.com PROJECT: Sullivan Residence BUILDER LOCATION: 202 Pleasant St South Yarmouth MA House Elevations ISSUE DATE 08-03-2016 THIS SETPRINTED ON: .8/3/16 SEE ISSUE DATE AND REVISIONS ABOVE SCALE: AS NOTED DRAWN BY: CBD N01963 PAGE 6 of 16 1 1 _I- ATTIC FLOOR _ SECOND FLOOR OECD---------- - 3 - WCUSTOM BRACKET a I I O iFIRST FLOOR -_CP CF FOO -i INGS House North Elevation � Scale:1/4" = 1'-0" REVISIONS OWNERSHIP AND USE OF DOCUMENTS Drawings and specifications are instruments of professional service and shall remain property of the architect. These documents are not to be used in whole or part for any other projects or purposes, or by any other parties than those properly authorized by contract without specific written authorization by Campbell Smith Architects Inc. c CAMPBELL SMITH RCHITECTS LLC Campbell j Smith A R C H I T E C T S PO Box 1450 22 Depot Street Duxbury, MA 02331 781-934-7181 www.campbellsmitharchitects.com PROJECT: Sullivan Residence BUILDER LOCATION: 202 Pleasant St South Yarmouth MA House Elevations ISSUE DATE 08-03-2016 THIS SETPRINTED ON: .8/3/16 SEE ISSUE DATE AND REVISIONS ABOVE SCALE: AS NOTED DRAWN BY: CBD N01963 PAGE 6 of 16 TOP OF SUBFLR. TO TOP OF DECK JOIST 1`- — - — - — - — - — - — - — - — - — - — - — - — - FIN DECK ON SLEEPER SYSTEM ON ROOF MEMBRANE Ar s P.T. 2X10S @ 16' O.C. P.) ALIGN FRIEZE BOARD W/ (3) 2X8 HEADER (1Y - _ NECK OF COL. BOTH SIDES - - — - — - — - — - — - — - — - — - — - — - TF FIBERGLASS GUTTER W/ OFFSET FASCIA M'. 0 U O Z R Zo EDX Q O 0 ) TOP OF SUBFLR. TO TOP OF DECK JOIST Z- — - — - — - — - — - — - — - — - — - — - — - ----------------------------- P.T.2X10S016"O.C. —_—_—_ TOP OF PLATE FLOOR J 41-. Co N OF FOOTINGS , Porch Deck Section Scale:3/411 = 11-011 \,A9 Pavillion Building Section Scale:1/411 = 11-011 ROOF DECK FALSE CHIMNEYS W/THIN STONE VENEER DECK ON SLEEPERS ON j ;II; WATREPROOF MEMBRANE 4 4 ffVL RI GE EA11 taC ��, UL 11 11 L RID E RB AM 12(3)1 3/4" x 14' or 11 7/8" LVL (DROPPED) 2 11 7 (3)13/4" x 14' or 117/8 LVL (DROPPED) ) `v BEDROOM #5 LOFT ry (2) 13/4' x 7 1/4" LVL HEADER ATTIC FLOOR - _ - — - _ - — - — _ — - ATTIC FLOOR +19'-1 1/8" - - 9 I JOISTS 16" O.C. -- -- _- +19'-1 1/8" BATH #4 BATH #3 BATH #2WA�MASTE Z m SECOND FLOOR- — - — - — _ — _ — _ — _ _ _ — _ — _ SECOND FLOOR +10'-13/4" 912' I JOISTS @ 16" O.C. - +10'-1 3/4" W 10 x 100 OR W 12 X 79 DROPPED kN_M 2 x 8 HEADER W10 x 100 OR W12 X 79 DROPPED (3) 2 x 8 HEADER (TYR) v GREAT ROOM FIRST FLOOR FIRST FLOOR to" pas OFFSET GIRT TO FACE \ V OF STUD WALL @ STAIR 4,\__(3)13/4' X 91/2' LVL (3)1 3/4'X 9 1R' LVL 14'-5116" 718"13'-0" 12'-6" 0 BASEMENT TOP OF FOOTINGS TOP OF FOOTINGS -10'-15/8" ------------� — -10'-15/8" O O House Building Section 1 �- —1 Scale:1/4D = 11-011 A9 12 10 12 BOTTOM OF COLLAR TIE _ - 2x8s 016" o.c. V A.F.F. 10 BOTTOM OF COLLAR TIE TOP OF PLATE �f SECOND FLOOR BARN SECOND FLOOR BARN ---------- ' 9`rz•I GISTS 16' - W12 X 45 STEEL BEAM SOLID 6X6 POST INSIDE WALL N 0 TOP OF SLAB TOP OF SLAB �0 2 BOTTOM OF FOOTING Barn Building Section Scale:1/411 = 11-011 �,A9 REVISIONS OWNERSHIP AND USE OF DOCUMENTS Drawings and specifications are instruments of professional service and shall remain property of the architect. These documents are not to be used in whole or part for any other projects or purposes, or by any other parties than those properly authorized by contract without specific written authorization by Campbell Smith Architects Inc. o CAMPBELL SMITH RCHITECTS LLC Campbell Smith A R C H IT E C T S PO Box 1450 22 Depot Street Duxbury, MA 02331 781-934-7181 www.campbelismitharchitects.com PROJECT: Sullivan Residence BUILDER LOCATION: 202 Pleasant St South Yarmouth MA 1/4" Building Section ISSUE DATE 08-03-2016 THIS SETPRINTED ON: 8/3/16 SEE ISSUE DATE AND REVISIONS ABOVE SCALE: AS NOTED DRAWN BY: CBD .01 PAGE AS 9of16 Y 9L PM B IV 3JVd n l7 O n rt m n a 'U (D r r I N• ct ro n 0 Li. m n rt G r r r - C a k a n H O G rt ro n O fD n Ct 11r r N� C a 0 FC a n 0 0 G rt C w 'O r a9a W3 NMV)ja 031ON SV •31MOs 3AO9V SNOISIA38 (INV 31VO 3nSS1 33S 9 L/S/a :NO a31N1Hdl3S SIHl 91,0Z-£0-90 Elva 3nSSl SU01139S Hum ..Z/L VA ujnowjpA UlnoS IS Jueseald zOZ d3alln9 a3ugp!Saa ueAIIIn$ :103ML]d woo • sjoa11 yojeq;i ws paq d wea'mmm 1,8U -17c6 -1.9L 1,££Z0 VW 'tingxna 3a91}g lodaa ZZ 09K X09 Od S 1 0 3 11 H 0 H V gj!wS Itagdw7cD 011 S10311HON HiMS 113904V0 0 'oul s3a91lyalV HIIwS 119gdweo Rq uollezlloy1ne uallllM al}laads lnoHl!M 3aelluoa Rq pazl1043ne Rlladold OS041 ue4l sallied jaglo Aue Lq 10 lsasodlnd 10 slaafold 10430 Rue 1o} lied 10 a104M ul pasn aq of lou ale sluawnOop asOHi'3:)a1!H»e aHl }o Alladold ulewal I1e4s pue eDIAlas (euolssa}o1d }o sluawnilsul ale suolle:)!jpads pue s6uuwel(i S1N3Wf1:)00 d0 Jsn aNV dIHSN3NM0 SNOISIA3H 110'1 L = Z/L:a1aoS s uoipaS IIe/V1 leoidAi asnoy L+ I 3dld NIVNa 0b'03HOS "d10 .7 OINBVd N3illd 1913AVNE) ('dAD TOS a38Nn1SI0Nn NO A3X ..Z/L E /M'E)IA 'ONOO SOnNI1NOJ . PZX.ZL Wd 1NV1V3S 19 (18V0883e1d /M 1NIof NOUVIOSI (dAl) 'W MM 9X9 OL/OL/M 13A"E) a31OVdW00 113M.9 NO N31NHVS HOdVA Mod '11W 9 NO GVIS .b ('d" 11VM NOI1VONnOd 31-9NON00 .OL 9N HOONd W VO 1lVHdSV 30VN0NI.A'XONddV 3138ONOD d0 d01 ('d" 1V3S ills NO 31V'Id 111514 9XZ (ZE WAD 1108'V3 0 31VId .. £ x.. £ x .b/ L H11M� SHMO7 WONd ..O-. L -xew "O'Q .ZE 038W3 .91108 ..r. 'elp .8/S ('dAD 8E -H 'SNI llVB SSVION381ASZ'OL ('dAD SNVId'JNIWVNd 33S sisior m (dj D sisior 01031IVN-M3NOS ONV a3niD---/ 0 '03 HO..H031NVACM.'J181 .b/£ O (ji" 1VOOWINS N31SVld H10WS H11M ONVOS anis .Z/L 3 O CdAD (No11VlnSNI WVOd AVNdS 1130 = m N3dO'11V) LZ N 'SNI 1LV8 SSV19N38Id .zn9 0 ('dAl)'O'O .9L IIVM anlS 9XZ M W" E)NIHIV3HS a00MA1d XOO.Z/L (SNOLLVA313 33S) ('dAl)'D3 NO )OAA1 NO S310NIHS 8Va30 311HM in -------------------- ('dAD H30V3H 9XZ (£) (dAU 1VOOWIXS N31SVld HIOOWS W 'O'O .9L 0 ONIddVdiS £XL NO ONV08 3ni9 .M (d" SNV1d E)NIWVNd 33S sisior I .zn6 ('dAD SlSIOr 010311VN-M3NOS GNV O3n-m'03 N0'NId 8nS .HD3.LNVA(3V,, 0)81 .b/£ ('dAl)1VOOWIXS N31SVId H10WS HJ -1N1 a8V08 3ni9 .Z/L (d[" (NOIIVinSNI WVOd AVNdS 1130 N3dO'1lV)LZN'SNI11V8SS' lDN381d.v.S O ('dAl)'O'0 .9L iiVM On1S 9XZ--- 9 - (AAL) ONIHIV3HS OOOMMdX00 .Z/L O (SNO11VA313 33S) (;A D'03 NO )13AA1 NO in0 0 N _ 301S H100WS M'1'1 ..b SONV08dV10 NVa30 03H NN31S3M 0 m A Wd 1VOOWDIS 1131SvldH100WS/M ':)'O,,9L @ DNIddVN1S EXL NO ONV08 3ni9 .Z/L �— ------------------ (dAD N3aVIH 9XZ (£1 i9NI1N3A3EIOINNO11ddOSON:310N II— VIOSVd 13SddO /M 831inE) SSVIDN381j� (Ji)1SIOf 'ea S'ZH N0103NN00 NOSdWIS aOOMAId d0 301SN30Nn d0 .Z NIHIIM Ol E)NIXOOIS 01105 SNV1d DNIWVNd 33S 5'1131J" OLXZ- DNIHIV3HS OOOMAId X00 ..8/5 83H1V3N8 NV030 NO S3IDNIHS NV0300321 M013811VM d0 30Vd 301sin0 OI NOIIVinSNI W VOd AVNdS 1130 03S010 8£ Hang SNV1d 9NIWVNd 33S SISIOr I ..z/L6 SISIOr 01031IVN-M3NOS (INV a3n19'03 NO 'Nld ens .H031NVA13V. EI181 A7/£ .S3NOZ31VWI10. L'LZObN 318V1'0031 ZLOZ 3H1 d0 S1N3W3NInmH AldWOJismNoi-wnSN131VNH3X :31 (dAD£L N'NIN NOI1V1nSNl WVOd AVNdS . WAD 'ONOO d0 9OVd 30151n0'SNI a191N' ` Ir1031V31i13N1d ®.13>IOVr )IVid.. lOnaONd 113SnVHA3M 31VN8311V WAL) V38V 1N31N3SV8 381iN3 SISIOP d0 3 .�I 0103HOV11V'JNIddV81S MNO 8M E) , Z ,,O -,L = 24:91120S 110_1 L = 11£:0IGJS u.injaN algeg MOaNIM SWIM1 NVO 0 8 3 I31Nd-310N w N VIlODS LX..b/£ it I I ISI' VIlOOS . LX..b/£ i �alw (139 .bnz li i I III Ol NOISN3WIO llddOS 1SnraV-31ON . I X)OiS iMld OAd XL 'EJOiW (138 .v/LZ IL a .ro/E e )0O1S 1Vld OAd XL VLLOOS LX..9/L r NMONO OAd .bnti ON1iN3A llddOS ON 310N)"'! I- X N rolE i .ro'£OL I � • N IIVM anis 3lavE) >nnMa i 1lVM anis bXZ i SaNVO8 a31-1O1VW 9X1, '1N3A Luo3'sl9jln6sse161ag1}'MMM i ..06-0,, 'OO N311no SSVID838Id Hiroo SSM1'J8381d aNOA39 NMONJ ..S ; / I i 3903 dlNa/M HSMId I. w i13d sN3al1n9 #oc = 110 1 L = 11 £:9112 aliload aaivaoD 110-1 L = 11£:91120S aje�j algeJ NOU33S 11VM d.11 33S-l1VM anis dAi DNIaIS 'Nld V1103S .. LX..b/£ )IOO1S 1Vld 9 X 17/9 'EJaiW (139 .b/LZ )Bois 1Vld OAd XL NMOND OAd ..Si 3'J03 d180 \ '03 NO a113HS N31VM'8 3JI 831-I1V388 NVa3O--' S319NIHS NVa3O (138 � (S31NVA H011d) L L z M0139 3OINNOO 1-IJ1MW 013)IMN iV N0IlO3fONd H01Id dOOd SnOINVA NOd 1Nno00V Ol NOISN3WIa nijos 1snrOV-310N . 0 w N VIlODS LX..b/£ I I ISI' NoolS lV1=19 X b/9 i �alw (139 .bnz H011d BOON SnOINVA NOd 1Nn000v Ol NOISN3WIO llddOS 1SnraV-31ON . X)OiS iMld OAd XL IL a .ro/E e I VLLOOS LX..9/L ON1iN3A llddOS ON 310N)"'! N N >nnMa MIJSVd 13Sdd0 �310N Luo3'sl9jln6sse161ag1}'MMM ..06-0,, 'OO N311no SSVID838Id Hiroo SSM1'J8381d 3903 dlNa/M HSMId i13d sN3al1n9 #oc = 83H1V3N9 NV03O - S31DNIHS NV03D (138 110-1 L = 11£:91120S aje�j algeJ NOU33S 11VM d.11 33S-l1VM anis dAi DNIaIS 'Nld V1103S .. LX..b/£ )IOO1S 1Vld 9 X 17/9 'EJaiW (139 .b/LZ )Bois 1Vld OAd XL NMOND OAd ..Si 3'J03 d180 \ '03 NO a113HS N31VM'8 3JI 831-I1V388 NVa3O--' S319NIHS NVa3O (138 � (S31NVA H011d) L L z M0139 3OINNOO 1-IJ1MW 013)IMN iV N0IlO3fONd H01Id dOOd SnOINVA NOd 1Nno00V Ol NOISN3WIa nijos 1snrOV-310N . 0 Custom Bracket Detail �� Scale:1 1/2"= V-0" POST FOR WEATHER VANE FIN. ROOF 12 \ ICE & WATER SHEILD OR EQ. 1/2" CDX PLYWOOD 7 \ 2x8 RAFTER @ 16" O.C. EXPANDING FOAM INSULATION 1X BEADBOARD UNDERSIDE OF RAFTERS & INT. FIN. ROOF 2X LUMBER RIPPED DOWN FOR BLOCKING SIMPSON STRONG TIE H4 EA. RAFTER 3` 2x10 SILL RIPPED AS SHOWN SCOTIA ----------------- 2X4 FRAME EXPANDING FOAM INSULATION 2x4 BLOCKING "ON THE FLAT" 1/2" THICK FLAT STOCK DRILL BASE PLATE FOR 10" LAG BOLT BOLTS@ 16" O.C. ALL 4 SIDES LEAD FLASHING ROOF SHINGLES (3) 2X12 2X10 RAFTERS Cupola Sec./Elev. Scale:11/2"= V-0" GAW.. MTL. CAP 2x4 FRAME 1/2" CDX PLYWOOD SHEATHING STONE CAP STONE VENEER ON WIRE LATHE PROVIDE THRU WEEP HOLES iALV./LEAD FLASHING & COUNTER FLASHING ROOF SHINGLES 2X RIPPED FOR PITCH CAST STONE CAP '- STONE VENEER TOP OF RIDGE False Chimney Scale:11/2"= V-0" REVISIONS OWNERSHIP AND USE OF DOCUMENTS Drawings and specifications are instruments of professional service and shall remain property of the architect. These documents are not to be used in whole or part for any other projects or purposes, or by any other parties than those properly authorized by contract without specific written authorization by Campbell Smith Architects Inc. P CAMPBELL SMITH RCHITECTS LLC Campbell I Smith A R C H I T E C T S PO Box 1450 22 Depot Street Duxbury, MA 02331 781-934-7181 www.campbellsmitharchitects.com PROJECT: Sullivan Residence BUILDER LOCATION: 202 Pleasant St South Yarmouth MA Details 1 1/2" ISSUE DATE 08-03-2016 THIS SETPRINTED ON: 8/3/16 SEE ISSUE DATE AND REVISIONS ABOVE SCALE: AS NOTED DRAWN BY: CBD B%3 PAGE AT T 11 of 16 Interior Door Scedule Exterior Door Schedule Door # Position Panel W X H Layout (NTS) Plan View (NTS) Notes Door # Position Panel W x H Layout (NTS) Plan View (NTS) Unit Area U -value Notes B111 Interior 2'-6"x6'-6" ACW2830 .29 T 20 Min. Fire Door 8101 Exterior 8'-0"x8'-0" 5 64.00 B112 Interior 2'-61.x6'-8" 3 2'-9 1/4"x3'-11 1/2" C 20 Min. Fire Door B102 Exterior 9'-01.x9'-0" .29 10.97 81.00 8201 Interior 2'-61.x6'-8" ® BM B103 Exterior 9'-0"x9'-0" ❑❑' 81.00 .31 8.23 8202 Interior 2'-6"x6'-8" 3' M ® 3 8104 Exterior 9'-01.x9'-0" 2 Mal Andersen 81.00 8203 Interior 2'-6"x6'-8" 1 ;1 - J C 2 8105 Exterior 8' -01.x8' -o,, FM 27.36 sq ft - - 64.00 2'-7 1/41.x2'-7 1/4" Andersen 6204 Interior 2'-61.x6'-8" ® -11 ACW2828 .29 J E B110 Exterior 2'-61.x7'-0" 1 e 17.50 20 Min. Fire Door 8205 B206 Interior Interior 2'-6"x6'-8" 5'-0"x6'-8"C3E3 173 M C3 3 B113 Exterior 3'-01.x7'-0" ADH2850 .31 12.34 �I C 21.00 2 20 Min. Fire Door H101 Exterior 3'-0"x8'-0" 24.68 sq ft BQ fl 24.00 Andersen 6/1 B207 Interior 2'-6"x6'-6" NE -3 .31 H102 Exterior 3'-21/8"x7'-111/2" i �, I' n 25.28 0.31 14.82 sq ft H110 Interior 2'-8"x7'-0" PM Custom J C H103 Exterior 3'-21/8"x7'-111/2" Sash 3028 5.83 25.28 0.31 H111 Interior 2'-8"x7'-0" �® IIT 23.32 sq ft H104 Exterior 3'-21/8"x7'-111/2" Andersen I'WII�I 25.28 0.31 .31 H112 Interior 2'-8"x7'-0" L -J C H105 Exterior 3'-21/8"x7'-111/2" HB 2 1'-7"x6'-41/4" 25.28 0.31 FIXED H210 Interior 2'-8"x6'-8" 10.06 ® 7 H106 Exterior 3'-21/8"x7'-111/2" �I 20.12 sq ft 25.28 0.31 2'-91/4"x5'-71/4" H211 H212 Interior Interior 2'-6"x6'-8" 5'-0"x6'-8" �® ®; IS ADH21058 H107 H108 Exterior Exterior 3'-21/8"x7'-111/2" 3' -21/8"x7' -111/2"i If 25.28 25.28 0.31 0.31 H213 Interior 2'-61.x6'-8" ® HD l 2'-93/4"x4'-111/4" H2O1 Exterior 3'-21/8"x6-8" ADH21058 21.18 0.31 ® H214 Interior 2'-6"x6'-8"LJ C H2O2 Exterior 3'-21/81.x6'-8" 16 2'-91/4"x4'-111/4" Andersen 6/1 21.18 0.31 FIXED ADH2850 .31 H215 Interior 2'-6"x6'-8" ® H2O3 Exterior 3'-21/8"xb'-8" 218.88 sq ft HF 2 21,18 0.31 FIXED J L III H216 Interior 2'-6"x6'-8" 4.76 3 2 H2O4 Exterior 3'-21/8"x6'-8" 9.52 sq ft 21.18 0.31 FIXED ® H218 Interior 2'-6"x6'-8" 13 Q 1LJ .31 9.70 C H2O5 Exterior 3'-21/81.x6'-8" 21.18 0.31 29.10 sq ft H214 H220 Interior Interior 2'-61.x6'-8"H2O6 5'-01.x6'-8" RLJ ®®I J C 2/1 H2O7 Exterior Exterior 3'-21/81.x6'-8" 3'-2 1/8"x6'-8" L1- .31 10.41 21.18 21.18 0.31 0.31 FIXED 2 H222 Interior Interior 2'-61.x6'-8" 5'-01.x6'-8" ®H221 i IM I ®® C � � H301 H302 Exterior Exterior 3'-21/81.x6'-8" 3'-2 1/8"x6'-8" ll�l I 21.18 21.18 0.31 0.31 H223 Interior 2'-6"x6'-8" .29 4.33 3 2 1 H303 Exterior 3'-21/8"x6'-8" L 1J 8.66 sq ft 21.18 0.31 2'-5"x2'-1 " H310 Interior 2'-6"x6'-8" ® 2925 H304 Exterior 3'-21/81.x6'-8" n�IIi�II uu 21.18 0.31 6 H311 H312 Interior Interior 2'-61.x6'-8" 4'-01.x6'-6" ®� C P101 spcl. P102 spcl. Exterior Exterior 12'-91/16"x7'-101/2" 15'-0 3/4"x7'-10 1/2" - - - - c = _ _ _ = 100.44 118.61 SLIDING PANELS SLIDING PANELS MEEJ3 H313 Interio\ 2'-6"x6'-8" 1:3 3 P103 spcl. Exterior 12'-9 1/16"x7'-10 1/2" c - - - - 100.44 SLIDING PANELS H314 Interior 2'-6"x6'-8" ® ® �I C P104 Exterior 2'-6"x6'-8" f ( I� 16.67 31 P105 Exterior 2'-6"x6'-8" e 16.67 31 Window Schedule ID Qty. W x H Size Manufacturer Grill Layout Call # U -value Area per Unit Note/Remarks BK 5 2'-7 1/4"x2'-11 1/4" Andersen 2 Lite ACW2830 .29 7.65 5 38.25 sq ft BL 3 2'-9 1/4"x3'-11 1/2" Andersen 9 Lite ACW21044 .29 10.97 3 32.91 sq ft BM 4 1'-8"x4'-111/4" Andersen 6/1 ADH2850 .31 8.23 4 32.92 sq ft BN 2 2'-91/4"x4'-111/4" Andersen 6/1 ADH2850 .31 13.68 2 27.36 sq ft BO 1 2'-7 1/41.x2'-7 1/4" Andersen 9 Lite ACW2828 .29 6.78 1 6.78 sq ft BP 2 2'-6"x4'-111/4" Andersen 6/1 ADH2850 .31 12.34 2 24.68 sq ft BQ 2 1'-61.x4'-111/4" Andersen 6/1 ADH2850 .31 7.41 2 14.82 sq ft CupolaX1 4 2'-61.x2'-4" Custom 4 It Single... Sash 3028 5.83 4 23.32 sq ft HA 6 2'-91/4"x6'-41/4" Andersen 6/1 ADH21058 .31 17.61 6 105.66 sq ft HB 2 1'-7"x6'-41/4" Andersen 6/1 rill ADH21058 .31 10.06 2 20.12 sq ft HC 1 2 2'-91/4"x5'-71/4" Andersen 6/1 ADH21058 .31 15.53 If 2 31.06 sq ft HD 1 2'-93/4"x4'-111/4" Andersen 6/1 ADH21058 .31 13.89 1 13.89 sq ft HE 16 2'-91/4"x4'-111/4" Andersen 6/1 ADH2850 .31 13.68 16 218.88 sq ft HF 2 2'-0 1/41.x2'-4 1/4" Andersen 9 Lite III ACW21044 .29 4.76 2 9.52 sq ft HG 3 2'-31/4"x4'-31/4" Andersen 6/1 ADH2850 .31 9.70 3 29.10 sq ft HH 2 2'-51/4"x4'-31/4" Andersen 2/1 I ADH2644 .31 10.41 2 20.82 sq ft PR 2 2'-0"x2'-2" Andersen 2 Lite Fn- ACW2830 .29 4.33 2 1 8.66 sq ft X 6 2'-5"x2'-1 " b It 2925 .29 5.03 Basement Awning Windows 6 30.18 sq ft 65 688.93sq ft NOTE: PROTECTED OPENINGS TO BE PROVIDED BY PLYWOOD PANELS WITH ATTACHMENT SYSTEM UNLESS OTHERWISE NOTED IN SCHEDULE REVISIONS OWNERSHIP AND USE OF DOCUMENTS Drawings and specifications are instruments of professional service and shall remain property of the architect. These documents are not to be used in whole or part for any other projects or purposes, or by any other parties than those properly authorized by contract without specific written authorization by Campbell Smith Architects Inc. c CAMPBELL SMITH RCHITECTS LLC Campbell i Smith A R C H IT E C T S PO Box 1450 22 Depot Street Duxbury1 MA 02331 781-934-7181 www.campbelismitharchitects.com PROJECT: Sullivan Residence BUILDER LOCATION: 202 Pleasant St South Yarmouth MA Schedules ISSUE DATE 08-03-2016 THIS SE PRINTED ON: 8/3/16 SEE ISSUE DATE AND REVISIONS ABOVE SCALE: AS NOTED DRAWN BY: CBD 12 of 16 a 1 1 FOUNDATION & CONCRETE NOTES: 1. SPREAD FOOTINGS HAVE BEEN DESIGNED TO BEAR ON UNDISTURBED SOIL HAVING AN ASSUMED MINIMUM ALLOWABLE BEARING CAPACITY OF 2 TONS PER SQUARE FOOT. SOIL BEARING MATERIAL CAPACITY TO BE DETERMINED BY SOIL TESTS PRIOR TO CONSTRUCTION. SUBMIT REPORT BY A GEOTECHNICAL ENGINEER PRIOR TO CONSTRUCTION. 2. IF BEARING MATERIALS WITH A LOWER BEARING CAPACITY THAN 2 TONS PER SQUARE FOOT ARE ENCOUNTERED AT THE SPECIFIED ELEVATIONS, THE UNDERLYING UNSUITABLE MATERIAL SHALL BE REMOVED AND REPLACED WITH SUITABLE MATERIAL TO BE APPROVED BY THE ENGINEER. 3. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE VALIDITY OF THE SUBSURFACE CONDITIONS. 4. NO FOUNDATION SHALL BE PLACED IN WATER OR ON FROZEN GROUND. 5. FOOTINGS SHALL BE PROTECTED AGAINST FROST UNTIL PROJECT IS COMPLETED. 6. BACKFILL UNDER ANY PORTION OF THE FOUNDATIONS SHALL BE COMPACTED IN 6" LIFTS OF 95% COMPACTED GRAVEL AS APPROVED BY THE ENGINEER. 7. DO NOT BACKFILL EXTERIOR WALLS ANY HIGHER THAN 3 FEET ABOVE THE TOP OF FOOTING UNTIL PERMANENT STRUCTURAL SUPPORTS (FRAMED FLOORS AND SLABS) ARE IN PLACE. BRACE ALL WALLS AND GRADE BEAMS DURING BACKFILLING, IF NECESSARY. 8. CONCRETE WORK SHALL CONFORM TO THE LATEST AMERICAN CONCRETE INSTITUTE CODE FOR "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS". 9. CONCRETE FOUNDATION WALLS AND FOOTINGS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 P.S.I. AT 28 DAYS AND 3,500 P.S.I. FOR SLABS, WITH A SLUMP OF NO MORE THAN 4" AND AIR ENTRAINMENT OF 4-6%. THE USE OF CALCIUM CHLORIDE IS NOT PERMITTED. PROVIDE PROPER CONCRETE PROTECTION OR HEAT IN COLD WEATHER AND MAINTAIN PROPER CURING PROCEDURES IN ACCORDANCE WITH THE A.C.I. 10. STEEL REINFORCEMENT SHALL CONFORM TO A.S.T.M. 615, GRADE 60. 11. ALL CONCRETE SLABS ON GROUND SHALL BE REINFORCED WITH 6X6-10/10 (MIN.) WELDED WIRE FABRIC PLACED AT MID -DEPTH, OR AS OTHERWISE SHOWN ON THE DRAWINGS. WELDED WIRE FABRIC REINFORCEMENT SHALL CONFORM TO A.S.T.M. A185, AND SHALL LAP 6" MINIMUM OR ONE SPACE, WHICHEVER IS LARGER, AND SHALL BE WIRED TOGETHER. PROVIDE SUFFICIENT CHAIR OR SUPPORT BARS AS NECESSARY TO POSITION WELDED WIRE FABRIC. 12. WHERE CONTINUOUS BARS ARE CALLED FOR THEY SHALL BE RUN CONTINUOUSLY AROUND CORNERS AND LAPPED AT NECESSARY SPLICES OR HOOKED AT DISCONTINUOUS ENDS. LAPS SHALL BE 40 BAR DIAMETERS, UNLESS OTHERWISE SHOWN. 13. NOTIFY BUILDING DEPARTMENT FOR INSPECTION AT LEAST 24 HOURS PRIOR TO SCHEDULED PLACEMENT OF CONCRETE. 14. PLACEMENT OF CONCRETE POURS SHOULD HAVE A VERTICAL 2"X4" KEY WITH CONTINUOUS REINFORCING (40 BAR DIAMETER MINIMUM) THRU THE CONSTRUCTION JOINT. 15. ALL REINFORCING BARS SHALL BE COLD BENT IN ACCORDANCE TO THE PROPER RADII ESTABLISHED BY THE AMERICAN CONCRETE INSTITUTE. UNDER NO CONDITIONS SHALL HEAT BE APPLIED TO THE BARS TO OBTAIN BENDS. 16. THE USE OF CONTROL JOINTS IN THE SLAB IS RECOMMENDED TO CONTROL CRACKING. SAW CUT TO A DEPTH THREE-QUARTER OF AND INCH. SEE PLAN FOR LAYOUT. FILL ALL JOINTS WITH SONNEBORN SL2 OR DOW CORNING SL SELF -LEVELING SEALANT. 17. DAMP PROOF ALL FOUNDATION WALLS BELOW GRADE, OTHER THAN FROST WALLS. STRUCTURAL STEEL NOTES: 1. ALL STEEL SHALL BE NEW STEEL CONFORMING TO THE A.I.S.C. SPECIFICATIONS FOR DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS AND A.S.T.M. - GRADE 50 FOR W SECTIONS GRADE 36 FOR OTHERS. 2. ALL SCHEDULE 40 OR 80 PIPE SHALL BE NEW STEEL CONFORMING TO THE A.I.S.C. SPECIFICATIONS FOR DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS AND A.S.T.M. SPECIFICATION A53, TYPE'E' OR 'S', GRADE'B', WITH A MINIMUM YIELD STRESS OF 35 KSI. 3. ALL'TS' DESIGNATED TUBE SHALL BE NEW STEEL CONFORMING TO THE A.I.S.C. SPECIFICATIONS FOR DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS AND A.S.T.M. SPECIFICATION A500, GRADE'B' WITH A MINIMUM YIELD STRESS OF 46 KSI. 4. ALL SHOP AND FIELD WELDS SHOWN SHALL BE MADE BY APPROVED CERTIFIED WELDERS AND SHALL CONFORM TO THE A.W.S. CODE FOR BUILDINGS. ALL WELDS SHALL DEVELOP THE FULL STRENGTH OF THE MATERIAL BEING WELDED. USE EXX 70 ELECTRODES. 5. NO PERMANENT CONNECTIONS SHOULD BE MADE UP UNTIL THE STRUCTURE HAS BEEN PROPERLY ALIGNED. PROVIDE TEMPORARY BRACING AS REQUIRED. 6. SUBMIT THREE COPIES OF SHOP DRAWINGS TO THE ENGINEER SHOWING SETTING PLANS, ERECTION PLANS, ALL DETAILS AND SIZES OF MEMBERS INCLUDING CONNECTIONS AND ALL ENGINEERING CALCULATIONS. STEEL FABRICATOR IS RESPONSIBLE FOR FINAL CONNECTION DETAILS AND DESIGN IN ACCORDANCE WITH THE MINIMUM REQUIREMENTS OF THE LATEST EDITION OF THE A.I.S.C. DETAILING MANUAL. 7. CONNECTION BOLTS TO BE 3/4" DIAMETER HIGH STRENGTH, A.S.T.M. A 325. PROVIDE A MINIMUM OF 2 BOLTS PER CONNECTION. USE 1/2" MINIMUM CAP PLATE OR BASE PLATES FULLY WELDED ALL AROUND AT COLUMNS WITH A 3/16" FILLET WELD, OR AS OTHERWISE SPECIFIED ON THE DRAWINGS. 8. ALL STEEL SHALL HAVE TWO COATS OF RUST -INHIBITIVE PRIMER PAINT. TOUCH UP ALL WELDS, SCRATCHES OR SCRAPES IN PAINT AFTER ERECTION. 9. WELD ALL STEEL CONTACT SURFACES (OTHER THAN BOLTED CONNECTIONS) WITH A CONTINUOUS 3/16 -INCH (MINIMUM) WELD. 10. PROVIDE A 1/4" DIAMETER WEEP HOLE AT THE BASE OF ALL TUBE AND PIPE COLUMNS r----=-----------------� I I I I BEAM POCKET I I 1 I I I I I A 1 I UNEXCAVATED I 1 I 2" CONCRET DUST COVER CRAWL SPACE I I I I 1 I I I I I I I I I I 1 I I I I I I I 10" CONCRETE FROST WALL I ON 20"X10" CONC. I I I FOOTING W/ CONT. 2X4 KEY ON UNDISTURBED SOIL (TYR) 11 I I I BEAM POCKET I I I----------- ----------- 1 � I L ------------------------------ Pavillion Foundation Plan Scale:1/4" = V-0" 3 S1 BULKHEAD 0 --------------- i i ----------------I I — — — — r-------------- ----- --------,L-- _ 9' TALL 10" CONCRETE FOUNDATION _ .. I -------------- —.I WALL ON 24"X12"CONC. ----------- -1 > I FOOTING W/ CONT. 2X4 KEY ' ON UNDISTURBED SOIL (TYP.) I 4" CONCRETE SLAB W/ I- I 6X6 10/10 W.W.M. ON 6 MIL. I ° jPOLY VAPOR BARRIER ON _ N I 6" COMPACTED BASE I I a+ + I 4 e I I Fy� IIII A ' x E#3)13_�,2"LAGI ' 31n'CONC LALLY COLUMtCEN L ERED ON 1 -I V � 36"X36'X12" C NCR TE FOOTING - - --I �- - - (T1'R) � 1 J os I 5 e`F Q eFy I I �e� \a di Z 3)136'x9"2'LV GIR I i -- I I .. 6'-93/4' 1'-21/4" 6-6- 61,6• 6'-6" 6'-6" 6'-0" I I 1 I I I I 1 I 1 I 1-----k- I - - - - - - - ---------------I---------------------_-_--------- � I I 77, -------- - ------- ------------------------1--------------------------------- House Foundation Plan Scale:1/4" = V-0" REVISIONS OWNERSHIP AND USE OF DOCUMENTS Drawings and specifications are instruments of professional service and shall remain property of the architect. These documents are not to be used in whole or part for any other projects or purposes, or by any other parties than those properly authorized by contract without specific written authorization by Campbell Smith Architects Inc. c CAMPBELL SMITH RCHITECTS LLC Campbell Smith A R C H IT E C T S PO Box 1450 22 Depot Street Duxbury, MA 02331 781-934-7181 www.campbelismitharchitects.com PROJECT: Sullivan Residence BUILDER LOCATION: 202 Pleasant St South Yarmouth MA Foundation Plans ISSUE DATE 08-03-2016 THIS SETPRINTED ON: 8/3/16 SEE ISSUE DATE AND REVISIONS ABOVE SCALE: AS NOTED DRAWN BY: CBD 13 of 16 I SHEER WALL "B" 1 SHEER WALL "B" I 1 1 1 INDICATES SHEER WALL ' SHEER WALLS SHOWN BELOW FLOOR FRAMING 1 A10 1 I 1 z A9 FRAMING NOTES 1. ALL FRAMING LUMBER SHALL BE HEM -FIR GRADE NO.2 OR S.P.F. (SPRUCE -PINE -FIR) GRADE NO. 1 / 2 OR APPROVED EQUAL (UNLESS OTHERWISE SPECIFIED) AND SHALL MEET THE REQUIREMENTS OF THE AMERICAN FOREST AND PAPER ASSOCIATION. THE MINIMUM ALLOWABLE BENDING STRESS (Fb) SHALL BE 875 P.S.I. THE MINIMUM ALLOWABLE COMPRESSION STRESS (Fc) SHALL BE 1150 P.S.I. THE MINIMUM ALLOWABLE MODULUS OF ELASTICITY (E) SHALL BE 1,400,000 P.S.I.OTHER FRAMING MATERIAL FOR INTERIOR NON -LOAD BEARING STUDS MAY BE SUBSTITUTED ONLY UPON APPROVAL OF THE ENGINEER. 2. ALL PRESSURE TREATED (CCA TREATED) DIMENSIONAL FRAMING LUMBER SHALL BE SOUTHERN PINE GRADE NO. 2. THE MINIMUM ALLOWABLE BENDING STRESS (Fb) SHALL BE 975 PSI. THE MINIMUM ALLOWABLE COMPRESSION STRESS (Fc) SHALL BE 1450 PSI. THE MINIMUM ALLOWABLE MODULUS OF ELASTICITY (E) SHALL BE 1,600,000 PSI. 3. ALL PRESSURE TREATED (CCA TREATED) SOLID TIMBERS, 6X6 OR LARGER SHALL BE SOUTHERN PINE GRADE NO.2 (UNLESS OTHERWISE SPECIFIED ON DRAWINGS). THE MINIMUM ALLOWABLE BENDING STRESS (Fb) SHALL BE 850 PSI, THE MINIMUM ALLOWABLE COMPRESSION STRESS (Fc) SHALL BE 525 PSI. THE MINIMUM ALLOWABLE MODULUS OF ELASTICITY (E) SHALL BE 1,000,000 PSI. 4. ALL LVL'S TO BE PARALLAMS OR MICROLLAMS AS MANUFACTURED BY I LEVEL, OR APPROVED EQUAL. THE MINIMUM ALLOWABLE BENDING STRESS(Fb) SHALL BE 2,600 P.S.I. THE MINIMUM ALLOWABLE COMPRESSION STRESS (Fc) PERPENDICULAR TO THE GRAIN SHALL BE 750 P.S.I. THE MINIMUM ALLOWABLE MODULUS OF ELASTICITY (E) SHALL BE 1,900,000 P.S.I. ALL PARALLAMS EXPOSED TO THE WEATHER SHALL BE PRESSURE TREATED (CCA TREATED). INSTALL MICROLLAMS AND PARALLAMS IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 5. USE 3/4" TONGUE AND GROOVE STRUCTURAL GRADE FIR PLYWOOD FLOOR SHEATHING, 5/8" EXTERIOR STRUCTURAL GRADE FIR (C.D.X.) PLYWOOD ROOF SHEATHING, AND 7/16" MINIMUM EXTERIOR STRUCTURAL GRADE FIR (C.D.X.) AT WALLS. ALL JOINTS SHALL BE BLOCKED WITH LUMBER OR OTHER APPROVED SUPPORTS. 6. ALL INTERIOR STUD WALLS TO BE 2X4 MINIMUM @ 16" O.C. UNLESS OTHERWISE NOTED. 7. PROVIDE ADEQUATE WALL RESISTANCE TO RACKING BY DIAGONAL CORNER WIND BRACING ANCHORED TO SILL PLATES. USE DIAGONAL VORX BRACING AT ALL CORNERS SIMPSON 174" WB FASTENED TO EACH STUD, TOP AND BOTTOM WALL PLATES. 8. PROVIDE SOLID BLOCKING BETWEEN FLOOR JOISTS AND/OR DOUBLE ALL JOISTS UNDER EACH PARTITION. 9. USE FULLY NAILED METAL CONNECTORS (TECO, SIMPSON, OR EQUAL), JOIST, OR BEAM HANGERS WHEN JOISTS OR BEAMS FRAME INTO OTHER JOISTS OR BEAMS. PROVIDE METAL POST CAPS AND BASES FOR ALL POSTS. 10. FOR ROUGH WINDOW AND DOOR (BOTH INTERIOR AND EXTERIOR) OPENINGS UP TO 3 FEET USE 2x6 HEADER BEAMS, FROM 3 TO 6 FEET USE 2X8 HEADER BEAMS AND FROM 6 TO 8 FEET, USE 2x10 HEADER BEAMS DOUBLES FOR 2x4 WALLS AND TRIPLES FOR 2x6 WALLS, EXCEPT AS NOTED OTHERWISE ON THE PLANS OR SPECIFICATIONS. IF LVUS ARE SPECIFIED ON PLANS, PROVIDE SOLID 4x4 POST SUPPORTS FOR DOUBLE HEADERS AND SOLID 4x6 OR 6x6 POSTS FOR TRIPLE HEADERS WITH METAL BASE AND POST CONNECTORS, OR AS OTHERWISE SPECIFIED ON THE PLAN 11. ALL FRAMING TO BE INSTALLED IN ACCORDANCE WITH THE MASSACHUSETTS BUILDING CODE REQUIREMENTS AND GENERAL FRAMING PRACTICE AS DETAILED IN THE "ARCHITECTURAL GRAPHICS STANDARDS", BY RAMSEY & SLEEPER. 12. ALL PLYWOOD FLOOR SHEATHING SHALL BE GLUED TO SUPPORTING WOOD FRAMING MEMBERS USING AMERICAN PLYWOOD ASSOCIATION (A.P.A.) GLUED FLOOR SYSTEM. WOOD GLUE TO BE CONTECH, INC. PL400 SUBFLOOR CONSTRUCTION ADHESIVE, OR APPROVED EQUAL. 13. THE CROSS -WALLS AND TIE BEAMS ARE TO PROVIDE THE LATERAL RESTRAINT FOR THE BUILDINGS AND SHOULD BE SECURELY ATTACHED AT EACH END AND/OR TO THE EXTERIOR WALLS. 14. BUILT-UP BEAMS (3 PIECES MAXIMUM U.O.N.) USING LVUS AND CONVENTIONAL FRAMING LUMBER SHALL BE FULLY SPIKED TOGETHER WITH 3-10D NAILS AT 12" O.C. FOUR -PLY BUILT-UP FRAMING AND LVUS ARE TO BE SPIKED TOGETHER WITH (3) SIMPSON SDS 1/4"X6" SCREWS @ 12" O.C., OR AS OTHERWISE NOTED ON THE DRAWINGS, OR AS RECOMMENDED BYTHE MANUFACTURER. INCREASE NAILING AND BOLTING PATTERNS FOR SIDE LOADED MEMBERS. 15. ALL NAILS, FASTENERS, AND CONNECTORS EXPOSED TO THE WEATHER SHALL BE HOT -DIP GALVANIZED. ALL SIMPSON CONNECTORS TO BE Z -MAX COATED. IF ACQ OR ACZA WOOD PRESERVATIVE PROTECTIVE TREATMENT IS USED, THEN IT IS RECOMMENDED THAT ALL FASTENERS BE MADE OF STAINLESS STEEL. 16. ALL I -JOISTS SIZE, INSTALLATION, BLOCKING, RIM JOISTS, WEB OPENINGS, HEADERS, WEB STIFFENERS, ETC. ARE TO BE DESIGNED BY THE MANUFACTURER. SUBMIT DESIGN AND LAYOUT DRAWINGS FOR REVIEW. TJI DESIGNATIONS SHOWN ARE ALL JOISTS AS MANUFACTURED BY TRUSS -JOIST MACMILLAN COMPANY. ALTERNATE MANUFACTURERS MAY BE SUBSTITUTED PROVIDED THEY MEET THE SAME CAPACITIES AND DEFLECTION REQUIREMENTS. 17. ADD ADDITIONAL 13/4" LVL BLOCKING BETWEEN JOISTS ADJACENT TO RIM BOARDS UNDER ALL POSTS WITHIN EXTERIOR OR INTERIOR WALLS. INDICATES SHEER WALL ,, A„ 2nd Flr Framing Plan Scale:1/4" = 11-011 -2x6 studs spaced at 16" on center with a 6x6 Doug Fir post at each end. -112" exterior grade plywood (minimum) nailed w/8d common nails spaced at 2" on center around the perimeter of the shear wall dimensions and all interiorjoints. Note: Plywood to span vertically between floors or provide 2x solid blocking (on the flat) at all horizontal plywood joints nailed at 2" on center (staggered). Provide 8d common nails spaced at 12" on center elsewhere. Note: Provide 4x members at all vertical plywood joints. -Connect the 6x6 posts at either end of the shear wall to the posts below with (2) Simpson HDU2-SDS2.5 holdowns-one located on top of the second floor shoe and one located below the first floor double top plate. Foundation to second floor -2x6 studs spaced at 16" on center with a 6x6 Parallam post at each end. -1/2" exterior grade plywood (minimum) nailed w/8d common nails spaced at 2" on center around the perimeter of the shear wall dimensions and all interiorjoints. Note: Plywood to span vertically between floors or provide solid blocking at all horizontal plywood joints nailed at 2" on center (staggered). Provide 8d common nails spaced at 12" on center elsewhere. Note: Provide 4x members at all vertical plywood joints. -Connect the 6x6 Parallam at either end of the shear wall to the foundation with a Simpson HDU8-SDS2.5 holdown. The holdown shall be located on top of the first floor shoe, connected to the 6x6 Parallam with (20) Simpson SDS %4" x 2-1/2" screws, and connected to the concrete with a 7/8" diameter anchor bolt epoxied into the concrete a minimum of 16". Provide solid blocking between the underside of the first floor and the top of the foundation wall at both hold down locations. 0101, 2 S2 -2x6 studs spaced at 16" on center with a 6x6 Doug Fir post at each end. -1/2 exterior grade plywood (BOTH FACES) nailed w/8d common nails spaced at 3" on center around the perimeter of the shear wall dimensions and all interiorjoints Note: Plywood to span vertically between floors or provide 2x solid blocking (on the flat) at all horizontal plywood joints nailed at 3" on center (staggered). Provide 8d common nails spaced at 12" on center elsewhere. -Conned the 6x6 posts at either end of the shear wall to the posts below with (2) Simpson HDU2-SDS2.5 holdowns-one located on top of the second floor shoe and one located below the first floor double top plate. Foundation to second floor -2x6 studs spaced at 16" on center with a 6x6 Parallam post at each end. -1/2" exterior grade plywood (BOTH FACES) nailed w/8d common nails spaced at 3" on center around the perimeter of the shear wall dimensions and all interiorjoints. Note: Plywood to span vertically between floors or provide solid blocking at all horizontal plywood joints nailed at 3" on center (staggered). Provide 8d common nails spaced at 12" on center elsewhere. -Connect the 6x6 Parallam at either end of the shear wall to the foundation with a Simpson HDU8-SDS2.5 holdown. The holdown shall be located on top of the first floor shoe, connected to the 6x6 Parallam with (20) Simpson SDS %" x 2-112" screws, and connected to the concrete with a 7/8" diameter anchor bolt epoxied into the concrete a minimum of 16". Provide solid blocking between the underside of the first floor and the top of the foundation wall at both hold down locations. -2x6 studs spaced at 16" on center with a 6x6 Doug Fir post at each end. -1/2" exterior grade plywood (BOTH FACES) nailed w/8d common nails spaced at 4" on center around the perimeter of the shear wall dimensions and all interiorjoints Note: Plywood to span vertically between floors or provide 2x solid blocking (on the flat) at all horizontal plywood joints nailed at 4" on center (staggered). Provide 8d common nails spaced at 12" on center elsewhere. I , I it-------------------------- 1 i I I I I 1 , A -Connect the 6x6 posts at either end of the shear wall to the posts below with (2) Simpson HDU2-SDS2.5 holdowns-one located on top of the second floor shoe and one located below the first floor double top plate. Foundation to second floor -2x6 studs spaced at 16" on center with a 6x6 Parallam post at each end. -1/2" exterior grade plywood (BOTH FACES) nailed w/8d common nails spaced at 4" on center around the perimeter of the shear wall dimensions and all interiorjoints. Note: Plywood to span vertically between floors or provide solid blocking at all horizontal plywood joints nailed at 4" on center (staggered). Provide 8d common nails spaced at 12" on center elsewhere. - -Connect the 6x6 Parallam at either end of the shear wall to the foundation with a Simpson HDU8SDS2.5 holdown. The holdown shall be located on top of the first floor shoe, connected to the 6x6 Parallam with (20) Simpson SDS W x 2-1/2" screws, and connected to the concrete with a 7/8" diameter anchor bolt epoxied into the concrete a minimum of 16". Provide solid blocking between the underside of the first floor and the top of the foundation wall at both hold down locations. -2x6 studs spaced at 16" on center with a 6x6 Doug Fir post at each end. -1/2" exterior grade plywood (minimum) nailed w/8d common nails spaced at 2" on center around the perimeter of the shear wall dimensions and all interiorjoints. Note: Plywood to span vertically between floors or provide 2x solid blocking (on the flat) at all horizontal plywood joints nailed at 2" on center (staggered). Provide 8d common nails spaced at 12" on center elsewhere. Note: Provide 4x members at all vertical plywood joints. -Connect the 6x6 posts at either end of the shear wall to the posts below with (2) Simpson HDU2-SDS2.5 holdowns-one located on top of the second floor shoe and one located below the first floor double top plate. Foundation to second floor -24 studs spaced at 16" on center with a 6x6 Parallam post at each end. -1/2" exterior grade plywood (minimum) nailed w/8d common nails spaced at 2" on center around the perimeter of the shear wall dimensions and all interiorjoints. Note: Plywood to span vertically between floors or provide solid blocking at all horizontal plywood joints nailed at 2" on center (staggered). Provide 8d common nails spaced at 12" on center elsewhere. Note: Provide 4x members at all vertical plywood joints. -Connect the 6x6 Parallam at either end of the shear wall to the foundation with a Simpson HDU5-SDS2.5 holdown. The holdown shall be located on top of the first floor shoe, connected to the 6x6 Parallam with (14) Simpson SDS 'W x 2-1/2" screws, and connected to the concrete with a 7/8" diameter anchor bolt epoxied into the concrete a minimum of 12". Provide solid blocking between the underside of the first floor and the top of the foundation wall at both hold down locations. -2x6 studs spaced at 16" on center with 2-2x6 studs at each end. -112" exterior grade plywood (minimum) nailed w/8d common nails spaced at 3" on center around the perimeter of the shear wall dimensions and all interior joints. Note: Plywood to span vertically between floors or provide solid blocking at all horizontal plywood joints nailed at 3" on center (staggered). Provide 8d common nails spaced at 12" on center elsewhere. -Connect the 2-2x6 studs at either end of the shear wall to the foundation with a Simpson HDU5-SDS2.5 holdown. The holdown shall be located on top of the foundation shoe, connected to the 2-2x6 studs with (14) Simpson SDS Y4" x 2-1/2" screws, and connected to the concrete with a 5/8" diameter anchor bolt epoxied into the concrete a minimum of 8". Provide solid blocking between the underside of the first floor and the top of the foundation wail at both hold down locations. -2x6 studs spaced at 16" on center with 2-2x6 studs at each end 1st Flr Framing Plan Scale:1/4 = 11-011 -1/2" exterior grade plywood nailed w/8d common nails spaced at 3" on center around the perimeter of the shear wall dimensions and all interiorjoints. Note: Plywood to span vertically between floors or provide 2x solid blocking (on the flat) at all horizontal plywood joints nailed at 3" on center (staggered). Provide 8d common nails spaced at 12" on center elsewhere. -Connect the 6x6 posts at either end of the shear wall to the posts below with (2) Simpson HDU2-SDS2.5 holdowns-one located on top of the second floor shoe and one located below the first floor double top plate. Foundation to second floor -2x6 studs spaced at 16" on center with 2-2x6 studs at each end. -1/2" exterior grade plywood nailed w18d common nails spaced at 3" on center around the perimeter of the shear wall dimensions and all interiorjoints. Note: Plywood to span vertically between floors or provide solid blocking at all horizontal plywood joints nailed at 3" on center (staggered). Provide 8d common nails spaced at 12" on center elsewhere. -Connect the 6x6 Parallam at either end of the shear wall to the foundation with a Simpson HDU5-SDS2.5 holdown. The holdown shall be located on top of the first floor shoe, connected to the 2-24 studs with (14) Simpson SDS %" x 2-1/2" screws, and connected to the concrete with a 518" diameter anchor bolt epoxied into the concrete a minimum of 12". Provide solid blocking between the underside of the first floor and the top of the foundation wall at both hold down locations. -2x6 studs spaced at 16" on center with 2-2x6 studs at each end. -112" exterior grade plywood nailed w/8d common nails spaced at 4" on center around the perimeter of the shear wall dimensions and all interiorjoints Note: Plywood to span vertically between floors or provide 2x solid blocking (on the flat) at all horizontal plywood joints nailed at 4" on center (staggered). Provide 8d common nails spaced at 12" on center elsewhere. -Connect the 2-24 studs at either end of the shear wall to the LVLs below with (2) Simpson HDU2SDS2.5 holdowns-one located on top of the second floor shoe and one located on the side of the LVLs. Foundation to Second floor -2x6 studs spaced at 16" on center with 2-24 studs at each end. -112" exterior grade plywood nailed w/8d common nails spaced at 4" on center around the perimeter of the shear wall dimensions and all interiorjoints. Note: Plywood to span vertically between floors or provide solid blocking at all horizontal plywood joints nailed at 4" on center (staggered). Provide 8d common nails spaced at 12" on center elsewhere. -Conned the 6x6 Parallam at either end of the shear wall to the foundation with a Simpson HDU5-SDS2.5 holdown. The holdown shall be located on top of the first floor shoe, connected to the 2-2x6 studs with (14) Simpson SOS 1/4" x 2-1/2" screws, and connected to the concrete with a 7/8" diameter anchor bolt epoxied into the concrete a minimum of 12". Provide solid blocking between the underside of the first floor and the top of the foundation wall at both hold down locations. 1 S2 REVISIONS OWNERSHIP AND USE OF DOCUMENTS Drawings and specifications are instruments of professional service and shall remain property of the architect. These documents are not to be used in whole or part for any other projects or purposes, or by any other parties than those properly authorized by contract without specific written authorization by Campbell Smith Architects Inc. c CAMPBELL SMITH RCHITECTS LLC Campbell Smith A R C H IT E C T S PO Box 1450 22 Depot Street Duxbury, MA 02331 781-934-7181 www.campbellsmitharchitects.com PROJECT: Sullivan Residence BUILDER LOCATION: 202 Pleasant St South Yarmouth MA House 1st & 2nd Fir Framing Plan ISSUE DATE 08-03-2016 THIS SETPRINTED ON: 8/3/16 SEE ISSUE DATE AND REVISIONS ABOVE SCALE: AS NOTED DRAWN BY: CBD 14 of 16 i SHEER WALL 'B" i SHEER WALL'B" SHEER WALL -F' � i INDICATES SHEER WALL SHEER WALLS SHOWN BELOW FLOOR FRAMING 1 A10 i SHEER WALL "F" 3rd Flr Framing Plan 1 Scale:1/4" = 1'-0" \53 a J 3 w w x N SHEER WALL "D" INDICATES SHEER WALL SHEER WALLS SHOWN BELOW FLOOR FRAMING 3 A9 SHEER WALL "D" M Barn 2nd Fir Framing Flan Scale:1/4" = 1'-0" \S3 i o-- BUILT OUT RAKE , BUILT OUT RAKE ' i I I INDICATES SHEER WALL SHEER WALLS SHOWN BELOW FLOOR FRAMING I 1 A70 , I R1 JILT Ot IT RAKE ------------ --------- \J - — - — - — - — - — - �/ Roof Framing Plan Scale:1/4" = 1'-0" \S3 SHEE Z WA L "C" SHEE WA L L"C" ' ft w + , e S (3)1311' x 14' LVLS 3 2X12 CEILING JOISTS ®16 O.C. W/ (10)10d COMMON ` P I a OR 12d BOX NAILS EA. END �z u 10S 0 16" O.C. HHUS 48 FACE MOUNT HHUS 7.25/10 FACE MOUNT HANGER (2 PLACES) 1 1314'X 14" LVLRIDGE BEAM HANGER (2 PLACES) 2X705 @1 "O.C. N O 1 I � Iii J ( HGU 5.50 (HI - 11) FACE P x I MOUNT HANGER (BOTH ENDS) I,V e m I I II 1 I I m C; x • (3) 1314 x 14" LVLS F 9. a � e r 3 I a SHEE WA L" D SH ER W LL i , INDICATES SHEER WALL SHEER WALLS SHOWN BELOW FLOOR FRAMING 3 A9 BUILT OUT RAKE O J D IM REVISIONS OWNERSHIP AND USE OF DOCUMENTS Drawings and specifications are instruments of professional service and shall remain property of the architect. These documents are not to be used in whole or part for any other projects or purposes, or by any other parties than those properly authorized by contract without specific written authorization by Campbell Smith Architects Inc. c CAMPBELL SMITH RCHITECTS LLC Campbell Smith A R C H IT E C T S PO Box 1450 22 Depot Street Duxbury, MA 02331 781-934-7181 Yww. ca m pbe I Is mith a rch itects. com PROJECT: Sullivan Residence BUILDER LOCATION: 202 Pleasant St South Yarmouth MA House & Barn 3rd Fir & Roof Framing Pian ISSUE DATE 08-03-2016 THIS SETPRINTED ON: 8/3/16 SEE ISSUE DATE AND REVISIONS ABOVE SCALE: AS NOTED DRAWN BY: CBD turn Koot Framing Man 4 , pN�P ASAp7 PAGE Scale:1/4" = 1'-0" S '0'wuacw yes® GEL' D2P,N GRpL N � SZRUCI °.yo 9Fclsz 15 of 16