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Home My WebLink AboutBLD-17-001412Sheet Index Page Name Al Title Page A2 Barn 1st & 2nd Floor & Foundation Plan A3 Barn Elevations A4 Framing Plans & Sheerwall Notes A5 Typ. Wall Section, Section Details & Sch... Ab Details 1 1/2" A7 Specifications 202 Pleasant St South Yarmouth MA GENERAL NOTES: 1. THESE DRAWINGS AND ALL ASPECTS OF THE PROJECT SHALL COMPLY WITH IRC 2009 AND 780 CMR - MA AMENDMENTS 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 FOR THE COMPLETION OF WORK. 3. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF DIMENSIONAL REQUIREMENTS BETWEEN THE WORK OF REQUIRED TRADES / SUBCONTRACTORS. 4.THE GENERAL CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO STARTING WORK INCLUDING ALL DIMENSIONS, GRADES, PROPERTY LINES, EXISTING BUILDINGS, AND NEW WORK. THE CONTRACTOR SHALL LAYOUT IN THE FIELD THE ENTIRE 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 WITHOUT WRITTEN CONFIRMATION 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. FQ ONTRACTOR SHALL PROVIDE ANY ITEMS REQUIRED BY CODE OR FOR THE PROPER INSTALLATION ,FUNCTION, OR 3 °"'"� t`,OMPLETION OF 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 TRADES PRIOR TO SUBMITTAL OF FINAL BIDS 7. THE ARCHITECT CANNOT ACCEPT RESPONSIBILITY FOR SPECIFIC QUANTITIES OR QUALITIES LISTED HEREIN. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW THESE CONSTRUCTION DOCUMENTS AND CONFIRM THE SUITABILITY OF THIS 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 SHALL PROVIDE ADEQUATE BRACING OR OTHERWISE SUPPORT ALL PORTIONS OF THE STRUCTURE UNTIL ALL MEMBERS HAVE BEEN PERMANENTLY CONNECTED TOGETHER. PLUMBING DIAGRAMS OR DRAWINGS SHALL BE PROVIDED BY THE PLUMBING CONTRACTOR. HEATING/COOLING DUCT DIAGRAMS OR DRAWINGS SHALL BE PROVIDED BY THE HEATING/COOLING CONTRACTOR. HEAT LOSS OR ENERGY CALCULATIONS SHALL BE PROVIDED BY THE HEATING/COOLING CONTRACTOR OR OTHER PROFESSIONAL AS REQUIRED BY THE BUILDING OFFICIAL. TRUSS DESIGN, ENGINEERING AND PLANS SHALL BE PROVIDED BY THE TRUSS MANUFACTURER. 10. ANY SPECIFIED CONNECTORS OR STRUCTURAL ELEMENTS MAY ONLY BE SUBSTITUTED WITH WRITTEN PERMISSION BY THE STRUCTURAL ENGINEER. Obtaining an Home Energy Rating System index Score (HERS) for compliance with the International Energy Conservation Code (I ECC) 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 and shall be the responsibility of the owner or contractor and is not included in this document. i A- .... ... 1' I.-,. lJi I :.IL it is it ,�-�- TOWN OF YARMOUTH REVIEWED FOR BUILDIG AND ZONING FILE COPY ANCE. ERRORS OR ONNdISSIONS DO NOTODE EREL OPLI- VrE THE APPLICANT FROM THE RESPONSIBILITY OF 'AS BUILT' COMPLIANCE. DATE: BUILDING OFFICIAL A CERTIFIED AS BUILT IS REQUIRED BEFORE FINAL INSPECTION REVISIONS DETAILS ADDED P. 10 & 11 & VARIOUS DETAIL MARKERS, WINDOWS ADDED TO SCHEDULE 08-25-216 WINDOW SCHEDULE REVISED FOR ANDERSEN WINDOWS 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 I T E C T S PO Box 1450 22 Depot Street Duxbury, MA 02331 781-934-7181 www.campbellsmitharchitects.com PROJECT: Sullivan Residence LOCATION: 202 Pleasant St South Yarmouth MA Title Page ISSUE DATE 08-03-2016 THIS SETPRINTED ON: 9/26/16 SEE ISSUE DATE AND REVISIONS ABOVE SCALE: AS NOTED DRAWN BY: CBD PAGE 1 of 7 VDATION &CONCRETE NOTES Az I ( a I As I Ir 4TV 4'-4" 9'-0" T-8' 9'-0" 2'-8" 9'-4" 4'A" I b o M DROP TOP OF WALL 8"+/ M 4 Y 4 4 m o o m N N o _o I i I 2 710 1 5/1 6" 42 �" 4 A2 I I • I I � OPENINGS FOR SLAB I I I I I I ,I I j � I PITCH SLAB 1/8" PER FT. I � � I � I Z4'.CONCRETE SLAB W/ 6X6 10/1 TOWARDOPENINGSW.M. ON 6 MIL. POLY VAPOR I � ;I I w I BARRIER ON 6" COMPACTED BASE i a 1 � � � Z I I i J I I z I Fe Z „I I o I O I � w I „I 1 LL ' o %I I O I a I I p I p i 10" CONCRETE FROST WALL ON 20"X10" CONC. FOOTING W/ CONT. 2X4 KEY ON UNDISTURBED SOIL (l'1'P.) T-51/2" 11'-5 M 6" PREAD FOOTINGS HAVE BEEN DESIGNED TO BEAR ON UNDISTURBED SOIL HAVING AN ASSUMED MINIMUM )WABLE BEARING CAPACITY OF 2 TONS PER SQUARE FOOT. SOIL BEARING MATERIAL CAPACITY TO BE :RMINED BY SOIL TESTS PRIOR TO CONSTRUCTION. SUBMIT REPORT BY A GEOTECHNICAL ENGINEER PRIOR TO STRUCTION. BEARING MATERIALS WITH A LOWER BEARING CAPACITY THAN 2 TONS PER SQUARE FOOT ARE ENCOUNTERED 1E SPECIFIED ELEVATIONS, THE UNDERLYING UNSUITABLE MATERIAL SHALL BE REMOVED AND REPLACED WITH ABLE MATERIAL TO BE APPROVED BY THE ENGINEER. HE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE VALIDITY OF THE SUBSURFACE CONDITIONS 10 FOUNDATION SHALL BE PLACED IN WATER OR ON FROZEN GROUND. OOTINGS SHALL BE PROTECTED AGAINST FROST UNTIL PROJECT IS COMPLETED. ACKFILL UNDER ANY PORTION OF THE FOUNDATIONS SHALL BE COMPACTED IN 6" LIFTS OF 95% COMPACTED /EL AS APPROVED BY THE ENGINEER. O NOT BACKFILL EXTERIOR WALLS ANY HIGHER THAN 3 FEET ABOVE THE TOP OF FOOTING UNTIL PERMANENT ICTURAL SUPPORTS (FRAMED FLOORS AND SLABS) ARE IN PLACE. BRACE ALL WALLS AND GRADE BEAMS DURING ,FILLING, IF NECESSARY. ONCRETE WORK SHALL CONFORM TO THE LATEST AMERICAN CONCRETE INSTITUTE CODE FOR "BUILDING CODE JIREMENTS FOR REINFORCED CONCRETE" AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR DINGS". DNCRETE FOUNDATION WALLS AND FOOTINGS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 P.5.1. 3 DAYS AND 3,500 P.S.I. FOR SLABS, WITH A SLUMP OF NO MORE THAN 4" AND AIR ENTRAINMENT OF 4-6°k. THE DF CALCIUM CHLORIDE IS NOT PERMITTED. PROVIDE PROPER CONCRETE PROTECTION OR HEAT IN COLD 1 -HER AND MAINTAIN PROPER CURING PROCEDURES IN ACCORDANCE WITH THE A.C.I.CP STEEL REINFORCEMENT SHALL CONFORM TO A.S.T.M. 615, GRADE 60. \LL CONCRETE SLABS ON GROUND SHALL BE REINFORCED WITH 6X6-10/10 (MIN.) WELDED WIRE FABRIC PLACED ID -DEPTH, ORAS OTHERWISE SHOWN ON THE DRAWINGS. WELDED WIRE FABRIC REINFORCEMENT SHALL FORM TO A.S.T.M. A185, AND SHALL LAP 6" MINIMUM OR ONE SPACE, WHICHEVER IS LARGER, AND SHALL BE :D TOGETHER. PROVIDE SUFFICIENT CHAIR OR SUPPORT BARS AS NECESSARY TO POSITION WELDED WIRE M1lHERE CONTINUOUS BARS ARE CALLED FOR THEY SHALL BE RUN CONTINUOUSLY AROUND CORNERS AND 'ED AT NECESSARY SPLICES OR HOOKED AT DISCONTINUOUS ENDS. LAPS SHALL BE 40 BAR DIAMETERS, UNLESS SRWISE SHOWN. dOTIFY BUILDING DEPARTMENT FOR INSPECTION AT LEAST 24 HOURS PRIOR TO SCHEDULED PLACEMENT OF CRETE. 'LACEMENT OF CONCRETE POURS SHOULD HAVE A VERTICAL 2"X4" KEY WITH CONTINUOUS REINFORCING (40 DIAMETER MINIMUM) THRU THE CONSTRUCTION JOINT. ALL REINFORCING BARS SHALL BE COLD BENT IN ACCORDANCE TO THE PROPER RADII ESTABLISHED BY THE RICAN CONCRETE INSTITUTE. UNDER NO CONDITIONS SHALL HEAT BE APPLIED TO THE BARS TO OBTAIN BENDS. 'HE USE OF CONTROL JOINTS IN THE SLAB IS RECOMMENDED TO CONTROL CRACKING. SAW CUT TO A DEPTH :E -QUARTER OF AND INCH. SEE PLAN FOR LAYOUT. FILL ALL JOINTS WITH SONNEBORN SL2 OR DOW CORNING iLF•LEVELING SEALANT. )AMP PROOF ALL FOUNDATION WALLS BELOW GRADE, OTHER THAN FROST WALLS 12 10 I 12 4 4 BOTTOM OF COLLAR TIE 2x6s ®16• ox. Barn Foundation Plan 9' A.F.F. _BOTTOM OF COLLAR TIE TOP OF PLATE 0 SECOND FLOOR BARN- -SECOND FLOOR BARN W12 X 45 STEEL BEAM FLUSH � (2)1L0' X 1196' DROPPED LVLs BEYOND � I 1 13..0, 1 ISOL 6X6 POST INSIDE WALL I e i i TOP OF SLAB ' TOP OF SLAB :o Z ' v � ` BOTTOM OF FOOTING s w I E-8 4 1 A3 A5 I ------------------L-------------------------------q�4 y------- —4'4374 1 8102 I BiW 81W I 1 1 I I 1 1 ba I 4a 4^ SHEER WALL "Co BHEER WALL.'C" I I,,. I n I I 14.70 I 151.0" --- � BALCONY ABOV� II I 10'x12 INTERIOR ROLLING DOOR I I I =1 I I I I I ii I I I ii - I BARN STORAGE iONE LAYER TYP X GWB ALL WALLS &CEILING 12'+' m II I II I I I II I B112 POCKET FOR ROLLING DOOR I fV ;° — J MIN. IR I"ILLI2� Z 6'-B" m MEC IJ N CA4 J IROO� Ili J ------------------�--- —_---_�-�� SII ----► I _------- /'E� —i sem' I w I U 1'. Barn 2nd Floor Plan a 0" SH ER WALL'D" v I v r+ ^ e SHEER WALL "D" � B �� I E-6 A3 Barn Building Section /,- Barn 1st Floor Plan � REVISIONS DETAILS ADDED P. 10 & 11 &VARIOUS DETAIL MARKERS, WINDOWS ADDED TO SCHEDULE 08-25-216 WINDOW SCHEDULE REVISED FOR ANDERSEN WINDOWS OWNERSHIP AND USE OF DOCUMENTS Drawings and specifications are instruments of professional service and shall remain propert y 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. � CAMPBELL SMITH RCHITECTS 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 PROJECT: Sullivan Residence BUILDER LOCATION: 202 Pleasant St .South Yarmouth MA Barn 1st & 2nd Floor & Foundation Plan ISSUE DATE 08-03-2016 THIS SETPRINTED ON: 9/26/16 SEE ISSUE DATE AND REVISIONS ABOVE SCALE: AS NOTED DRAWN BY: CBD 2of7 , I PREAD FOOTINGS HAVE BEEN DESIGNED TO BEAR ON UNDISTURBED SOIL HAVING AN ASSUMED MINIMUM )WABLE BEARING CAPACITY OF 2 TONS PER SQUARE FOOT. SOIL BEARING MATERIAL CAPACITY TO BE :RMINED BY SOIL TESTS PRIOR TO CONSTRUCTION. SUBMIT REPORT BY A GEOTECHNICAL ENGINEER PRIOR TO STRUCTION. BEARING MATERIALS WITH A LOWER BEARING CAPACITY THAN 2 TONS PER SQUARE FOOT ARE ENCOUNTERED 1E SPECIFIED ELEVATIONS, THE UNDERLYING UNSUITABLE MATERIAL SHALL BE REMOVED AND REPLACED WITH ABLE MATERIAL TO BE APPROVED BY THE ENGINEER. HE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE VALIDITY OF THE SUBSURFACE CONDITIONS 10 FOUNDATION SHALL BE PLACED IN WATER OR ON FROZEN GROUND. OOTINGS SHALL BE PROTECTED AGAINST FROST UNTIL PROJECT IS COMPLETED. ACKFILL UNDER ANY PORTION OF THE FOUNDATIONS SHALL BE COMPACTED IN 6" LIFTS OF 95% COMPACTED /EL AS APPROVED BY THE ENGINEER. O NOT BACKFILL EXTERIOR WALLS ANY HIGHER THAN 3 FEET ABOVE THE TOP OF FOOTING UNTIL PERMANENT ICTURAL SUPPORTS (FRAMED FLOORS AND SLABS) ARE IN PLACE. BRACE ALL WALLS AND GRADE BEAMS DURING ,FILLING, IF NECESSARY. ONCRETE WORK SHALL CONFORM TO THE LATEST AMERICAN CONCRETE INSTITUTE CODE FOR "BUILDING CODE JIREMENTS FOR REINFORCED CONCRETE" AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR DINGS". DNCRETE FOUNDATION WALLS AND FOOTINGS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 P.5.1. 3 DAYS AND 3,500 P.S.I. FOR SLABS, WITH A SLUMP OF NO MORE THAN 4" AND AIR ENTRAINMENT OF 4-6°k. THE DF CALCIUM CHLORIDE IS NOT PERMITTED. PROVIDE PROPER CONCRETE PROTECTION OR HEAT IN COLD 1 -HER AND MAINTAIN PROPER CURING PROCEDURES IN ACCORDANCE WITH THE A.C.I.CP STEEL REINFORCEMENT SHALL CONFORM TO A.S.T.M. 615, GRADE 60. \LL CONCRETE SLABS ON GROUND SHALL BE REINFORCED WITH 6X6-10/10 (MIN.) WELDED WIRE FABRIC PLACED ID -DEPTH, ORAS OTHERWISE SHOWN ON THE DRAWINGS. WELDED WIRE FABRIC REINFORCEMENT SHALL FORM TO A.S.T.M. A185, AND SHALL LAP 6" MINIMUM OR ONE SPACE, WHICHEVER IS LARGER, AND SHALL BE :D TOGETHER. PROVIDE SUFFICIENT CHAIR OR SUPPORT BARS AS NECESSARY TO POSITION WELDED WIRE M1lHERE CONTINUOUS BARS ARE CALLED FOR THEY SHALL BE RUN CONTINUOUSLY AROUND CORNERS AND 'ED AT NECESSARY SPLICES OR HOOKED AT DISCONTINUOUS ENDS. LAPS SHALL BE 40 BAR DIAMETERS, UNLESS SRWISE SHOWN. dOTIFY BUILDING DEPARTMENT FOR INSPECTION AT LEAST 24 HOURS PRIOR TO SCHEDULED PLACEMENT OF CRETE. 'LACEMENT OF CONCRETE POURS SHOULD HAVE A VERTICAL 2"X4" KEY WITH CONTINUOUS REINFORCING (40 DIAMETER MINIMUM) THRU THE CONSTRUCTION JOINT. ALL REINFORCING BARS SHALL BE COLD BENT IN ACCORDANCE TO THE PROPER RADII ESTABLISHED BY THE RICAN CONCRETE INSTITUTE. UNDER NO CONDITIONS SHALL HEAT BE APPLIED TO THE BARS TO OBTAIN BENDS. 'HE USE OF CONTROL JOINTS IN THE SLAB IS RECOMMENDED TO CONTROL CRACKING. SAW CUT TO A DEPTH :E -QUARTER OF AND INCH. SEE PLAN FOR LAYOUT. FILL ALL JOINTS WITH SONNEBORN SL2 OR DOW CORNING iLF•LEVELING SEALANT. )AMP PROOF ALL FOUNDATION WALLS BELOW GRADE, OTHER THAN FROST WALLS 12 10 I 12 4 4 BOTTOM OF COLLAR TIE 2x6s ®16• ox. Barn Foundation Plan 9' A.F.F. _BOTTOM OF COLLAR TIE TOP OF PLATE 0 SECOND FLOOR BARN- -SECOND FLOOR BARN W12 X 45 STEEL BEAM FLUSH � (2)1L0' X 1196' DROPPED LVLs BEYOND � I 1 13..0, 1 ISOL 6X6 POST INSIDE WALL I e i i TOP OF SLAB ' TOP OF SLAB :o Z ' v � ` BOTTOM OF FOOTING s w I E-8 4 1 A3 A5 I ------------------L-------------------------------q�4 y------- —4'4374 1 8102 I BiW 81W I 1 1 I I 1 1 ba I 4a 4^ SHEER WALL "Co BHEER WALL.'C" I I,,. I n I I 14.70 I 151.0" --- � BALCONY ABOV� II I 10'x12 INTERIOR ROLLING DOOR I I I =1 I I I I I ii I I I ii - I BARN STORAGE iONE LAYER TYP X GWB ALL WALLS &CEILING 12'+' m II I II I I I II I B112 POCKET FOR ROLLING DOOR I fV ;° — J MIN. IR I"ILLI2� Z 6'-B" m MEC IJ N CA4 J IROO� Ili J ------------------�--- —_---_�-�� SII ----► I _------- /'E� —i sem' I w I U 1'. Barn 2nd Floor Plan a 0" SH ER WALL'D" v I v r+ ^ e SHEER WALL "D" � B �� I E-6 A3 Barn Building Section /,- Barn 1st Floor Plan � REVISIONS DETAILS ADDED P. 10 & 11 &VARIOUS DETAIL MARKERS, WINDOWS ADDED TO SCHEDULE 08-25-216 WINDOW SCHEDULE REVISED FOR ANDERSEN WINDOWS OWNERSHIP AND USE OF DOCUMENTS Drawings and specifications are instruments of professional service and shall remain propert y 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. � CAMPBELL SMITH RCHITECTS 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 PROJECT: Sullivan Residence BUILDER LOCATION: 202 Pleasant St .South Yarmouth MA Barn 1st & 2nd Floor & Foundation Plan ISSUE DATE 08-03-2016 THIS SETPRINTED ON: 9/26/16 SEE ISSUE DATE AND REVISIONS ABOVE SCALE: AS NOTED DRAWN BY: CBD 2of7 RED CEDAR SHINGLES - 72 10 D WHITE CEDAR SHINGLES TIE _--_—_---_ __ _ _ _—_—_ CAPcRowNT=)_ - - _— _ --BOTTOMOFCOLLA &- _ : OP OF PLATE -SHED DORMER 2 F—T--i \ _- - -- B201 10:12 TOP OF PLATE @ MAIN ROOF —OE 0 v Y ill SECOND FLOOR BARN — ` — - — - — - — - - — - — - — - — - - - — - — - — - — - — - — - — - — - — - — - TOP OF SLAB i BOTTOM OF FOOTING BRACKET � �I ��I� ]! � STRUCTURAL BRACKET - ' CUSTOM BRACKET 10'X12' INTERIOR ROLLING DOORS ' o ! Ill I II VIII I II B105I�II]I II ill! III :- -_-_--TOP OF SLAB-� Barn South Elevation r2--� Scale:1/4° V-011 CORNERS 4" VERT. HED BOARDS 4" VERT. M ED BOARDS - 4" VERT. MAI C il D BOARDS r. 5/4 WATER TABLE CAP -� 6104 8103 6102 r TOP OF SLAB v � � I I --------------------------------------------------------------------------------- BOTTOM OF FOOTING ----i — — - — - — - — — - — - — — ---r TOP OF PLATE ® MAIN ROOF_ - — - — 1 10:12 ._ — - —___FIBERGLASS GUTTER —SECOND FLOOR BARN. -- _ - TOP OF SLAB 5/4 WATER TABLE W/ CAP I I I I .J ------------------------------------- BOTTOM OF FOOTING Barn East Elevation K-4 Scale:1/411 = 11-0t1 A3 8106 SECOND FLOOR BARN TOP OF SLAB Barn West Elevation Scale:1/4t1 = 11-011 CUSTOM LACE] CORNER -------- 5/4 WATER TABLE W/ CAP F! ! 1, 11, i III �R ROLLING DOORS I 1 1 1 !i' it 6101 ' � it I CUSTOM BRACKET _` _—_-- TOP OF SLAB z i I BOTTOM OF FOOTING Barn Borth Elevation Scale:1/411 = 11-011 A3 REVISIONS DETAILS ADDED P. 10 & 11 & VARIOUS DETAIL MARKERS, WINDOWS ADDED TO SCHEDULE 08-25-216 WINDOW SCHEDULE REVISED FOR ANDERSEN WINDOWS 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 ARCHITECTS 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 Barn Elevations ISSUE DATE 08-03-2016 THIS SETPRINTED ON: 9/26/16 SEE ISSUE DATE AND REVISIONS ABOVE SCALE: AS NOTED DRAWN BY: CBD PAGE 3of7 T - RED CEDAR SHINGLES 10 r r I . BOTTOM OF COLLAR TIE - RED CEDAR SHINGLES" - " -. r T r. BOTTOM OF COLLAR TIE TOP OF PLATE @ SHED DORMER - CAP & CROWN rn(R.) — — - — - — - — — - — - — — ---r TOP OF PLATE ® MAIN ROOF_ - — - — 1 10:12 ._ — - —___FIBERGLASS GUTTER —SECOND FLOOR BARN. -- _ - TOP OF SLAB 5/4 WATER TABLE W/ CAP I I I I .J ------------------------------------- BOTTOM OF FOOTING Barn East Elevation K-4 Scale:1/411 = 11-0t1 A3 8106 SECOND FLOOR BARN TOP OF SLAB Barn West Elevation Scale:1/4t1 = 11-011 CUSTOM LACE] CORNER -------- 5/4 WATER TABLE W/ CAP F! ! 1, 11, i III �R ROLLING DOORS I 1 1 1 !i' it 6101 ' � it I CUSTOM BRACKET _` _—_-- TOP OF SLAB z i I BOTTOM OF FOOTING Barn Borth Elevation Scale:1/411 = 11-011 A3 REVISIONS DETAILS ADDED P. 10 & 11 & VARIOUS DETAIL MARKERS, WINDOWS ADDED TO SCHEDULE 08-25-216 WINDOW SCHEDULE REVISED FOR ANDERSEN WINDOWS 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 ARCHITECTS 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 Barn Elevations ISSUE DATE 08-03-2016 THIS SETPRINTED ON: 9/26/16 SEE ISSUE DATE AND REVISIONS ABOVE SCALE: AS NOTED DRAWN BY: CBD PAGE 3of7 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'S', WITH A MINIMUM YIELD STRESS OF 35 KSI. 3. ALL'TS' DESIGNATED TUBE SHALL BE NEW STEEL CONFORMING TO THE A.LS.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 BASEPLATES 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. 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 LVUS 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.DX.) 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 1'/4" 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 WUS 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 BY THE 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 1 3/4" LVL BLOCKING BETWEEN JOISTS ADJACENT TO RIM BOARDS UNDER ALL POSTS WITHIN EXTERIOR OR INTERIOR WALLS. INDICATES SHEER WALL SHEER WALLS SHOWN BELOW FLOOR FRAMING 11A„ A A5 I 1 I I -- ---------------------------------------------I i a -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 211 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 piywood joints nailed at 2" on center (staggered). Provide Sd common nails spaced at 1211 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 holdownsone 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 21' 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 2f1 on center (staggered). Provide 8d common nails spaced at 1211 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 2-112" 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 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 12f1 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 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 1211 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 %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. -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. STRUCTURAL BRACKET BELOW STRUCTURAL BRACKET BELOW Barn 2nd Flr Framing Plan Scale:1/411 = V-011 a I a I IJT I I I I I I m J K W w 2 QYQ K D O J m Y O J m INDICATES SHEER WALL a SHEER WALLS SHOWN BELOW FLOOR FRAMING -Connect the 6x6 posts at either end of the shear wall to the posts below with (2) Simpson HDU2-SDS2.5 holdownsone 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. 112" 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 411 on center (staggered). Provide 8d common nails spaced at 1211 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 to 1" toted on top of the first floor shoe, connected to the 6x6 Parallam with (20) Simpson SDS /a 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/Sd 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 holdownsone located on to of the second floor h Ica ors shoe and one located below the fir I to late. P first floor double PP 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 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 Y4" 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. -1/2" 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 wail 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 '%" 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 wall at both hold down locations. 1AF.11 110V1 -2x6 studs spaced at 16" on center with 2-2x6 studs at each end. Barn Roof Framing Plan / 2 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 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 311 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 2-2x6 studs with (14) Simpson SDS %4" x 2-1/2" screws, and connected to the concrete with a 5/8" 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. -1/2" 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 d to span vertically rt call between floors 5n^' or provide P Y p de 2x solid blocking (on the flat) at all horizontal plywood joints nailed at 41' 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 LVLS below with (2) Simpson HDU2-SDS2.5 holdownsone 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 2-2x6 studs at each end. -1/2" 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. -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 2-2x6 studs with (14) Simpson SDS %d' 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. REVISIONS DETAILS ADDED P. 10 & 11 & VARIOUS DETAIL MARKERS, WINDOWS ADDED TO SCHEDULE 08-25-216 WINDOW SCHEDULE REVISED FOR ANDERSEN WINDOWS 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 I Smith A R C H IT E C T S PO Box 1450 22 Depot Street Duxbury, MA 02331 781-934-7181 PROJECT: Sullivan Residence BUILDER LOCATION: 202 Pleasant a t St South Yarmouth MA FramingPlans Sheerwall Notes ISSUE DATE 08-03-2016 THIS SETPRINTED ON: 9/26/16 SEE ISSUE DATE AND REVISIONS ABOVE SCALE: AS NOTED DRAWN BY: CBD Mix 4of7 G al �r 0 N U z o: M 4J 0 H u ro O co s~ ro .11 m -P U O �n 0 u a, 0 E ro C m a o V) 41 U -n 0 u oa H H I ro U N -W I~ m U 0 0 u N C4 O O .rA s4 IQ U m S4 v rn I I I 2X85 � 16' O.C. I I BUILT OUT RAKE I IiHEE WA L'C' SHE L"C" I I I WA 9. I I ,- I; I I (3) 1�^' x 14" LVLS 2X12 CEILIN JOISTS � 16 o a I i> O.C. W/ (10) 110d COMMON N x I I I x OR 12d BOX NAILS EA. END a - M I I I x N X105 Q 16" O.C. ' HHUS 48 FACE MOUNT n II II I HANGER (2 PLACES) HHUS 7.25/10 FACE MOUNT I tya' x 14" LVL RIDGE BEAM HANGER (2 PLACES) - 2X105 d 16" O.C. I ; ' I a HGU 5.50 (H, � 11) FACE x MOUNT HANGER (BOTH ENDS) (3)1�^� x 14" x I �- - a X - I w 7 SHE WA L "D HE . WAL "D" I I BUILT OUT RAKE 2X85 I I I I -Connect the 6x6 posts at either end of the shear wall to the posts below with (2) Simpson HDU2-SDS2.5 holdownsone 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. 112" 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 411 on center (staggered). Provide 8d common nails spaced at 1211 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 to 1" toted on top of the first floor shoe, connected to the 6x6 Parallam with (20) Simpson SDS /a 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/Sd 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 holdownsone located on to of the second floor h Ica ors shoe and one located below the fir I to late. P first floor double PP 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 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 Y4" 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. -1/2" 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 wail 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 '%" 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 wall at both hold down locations. 1AF.11 110V1 -2x6 studs spaced at 16" on center with 2-2x6 studs at each end. Barn Roof Framing Plan / 2 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 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 311 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 2-2x6 studs with (14) Simpson SDS %4" x 2-1/2" screws, and connected to the concrete with a 5/8" 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. -1/2" 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 d to span vertically rt call between floors 5n^' or provide P Y p de 2x solid blocking (on the flat) at all horizontal plywood joints nailed at 41' 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 LVLS below with (2) Simpson HDU2-SDS2.5 holdownsone 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 2-2x6 studs at each end. -1/2" 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. -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 2-2x6 studs with (14) Simpson SDS %d' 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. REVISIONS DETAILS ADDED P. 10 & 11 & VARIOUS DETAIL MARKERS, WINDOWS ADDED TO SCHEDULE 08-25-216 WINDOW SCHEDULE REVISED FOR ANDERSEN WINDOWS 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 I Smith A R C H IT E C T S PO Box 1450 22 Depot Street Duxbury, MA 02331 781-934-7181 PROJECT: Sullivan Residence BUILDER LOCATION: 202 Pleasant a t St South Yarmouth MA FramingPlans Sheerwall Notes ISSUE DATE 08-03-2016 THIS SETPRINTED ON: 9/26/16 SEE ISSUE DATE AND REVISIONS ABOVE SCALE: AS NOTED DRAWN BY: CBD Mix 4of7 G al �r 0 N U z o: M 4J 0 H u ro O co s~ ro .11 m -P U O �n 0 u a, 0 E ro C m a o V) 41 U -n 0 u oa H H I ro U N -W I~ m U 0 0 u N C4 O O .rA s4 IQ U m S4 v rn Cable Rake Scale:3" = 1'-0" Gable Return // �2 Scale:3" = 1'-0" Exterior Door Schedule Door # Position Panel W x H Layout (NTS) Plan View (NTS) Unit Area ... Notes 8101 Exterior 10'-0"x12'-0" 5 2'-7 1/4"x2'-11 1/4" 1 2 Lite = = ==m- 120.00 2 LEAF INTERIOR ROLLING B102 Exterior 91-011 ❑ 81.00 ❑ B103 Exterior 9'-0"x9'-0" 3 2'-91/4"x3'-11 1/4" Andersen 81.00 ACW21040 ❑❑ 10.91 B104 Exterior 9'-0"x9'-0" ®j Interior 2'-6"x6'-8" 81.00 32.73 sq ft BM 4 B105 Exterior 10'-0"x12'-0" ] CADH1850 .31 120.00 Interior 2 LEAF INTERIOR ROLLING 8106 Exterior 21-6"0'-0" 31.68 sq ft 17.50 BN 20 Min. Fire Door B201 Exterior 3'-21/8"x8'-0" Iwll hI �Ij � � n 25.42 0.31 1:3 B202 Exterior 3'-21/8"x8'-0" 2 25.42 0.31 FIXED 27.36 sq ft B207 8203 Exterior 3'-21/8"x8'-0" Andersen 2 Lite r 25.42 0.31 ACW2828 9 6.78 r B208 Interior 5'-0"x6'-8" Interior Door Scedule Door # Position Panel W X H Layout (... Plan View (NTS) Notes B111 Interior 2'-6"x6'-8' Note/Remarks BK 5 2'-7 1/4"x2'-11 1/4" 20 Min. Fire Door Mech. Rm. Under Stair 2 Lite ACW2830 .29 7.65 5 8112 Interior 2'-6"x6'-8" 3 2'-91/4"x3'-11 1/4" Andersen 20 Min. Fire Door ACW21040 .29 10.91 TO MATCH ELIPTICAL WINDOW ... 3 8204 Interior 2'-6"x6'-8" 32.73 sq ft BM 4 1'-7 1/4"x4'-11 1/4" Andersen 1/1 ] CADH1850 .31 8205 Interior 2' -6"x6' -8"R13 4 31.68 sq ft BN 2 2'-91/4"x4'-111/4" Andersen 2/1 B206 Interior 2'-611x6'-8" .31 1:3 60% COTTAGE SASH 2 ®I 3 27.36 sq ft B207 Interior 2' -6"x6' -6- 2'-7 1/4"x2'-7 1/4" Andersen 2 Lite r ACW2828 .29 6.78 r B208 Interior 5'-0"x6'-8" ®®,\r 6.78 sq ft CupolaX1 4 2'-6"x2'-4" Custom 4 It Single... 8 Sash 3028 5.83 12 10 (PITCH VARIES) BLOCKING EA. RAFTER BAY WITHIN 2" OF UNDERSIDE OF PLYWOOD IMPSON H2.5 RAFTER TIE EA. RAFTER (TYR) NOTE: NO SOFFIT VENTING FIBERGLA S GUTTER NOTE: OFFS FASCIA i 3112" * NOTE -ADJUST SOFFIT DIMENSION TO ACCOUNT FOR VARIOUS ROOF PITCH 21/4' BED MLDG. 6/4 x 10 FLAT STOCK FLASH 3/4"X1 " SCOTIA 6/4 x 4 FLAT STOCK Cornice Profile 10 Pitch Scale:3" = 1'-0" Window Schedule ID Qty. W x H Size Manufacturer Grill Layout Call # U-va... Area per... 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'-91/4"x3'-11 1/4" Andersen 9 Lite ACW21040 .29 10.91 TO MATCH ELIPTICAL WINDOW ... 3 32.73 sq ft BM 4 1'-7 1/4"x4'-11 1/4" Andersen 1/1 ] CADH1850 .31 7.92 60% COTTAGE SASH, LITES TO M... 4 31.68 sq ft BN 2 2'-91/4"x4'-111/4" Andersen 2/1 CADH21050 .31 13.68 60% COTTAGE SASH 2 27.36 sq ft BO 1 2'-7 1/4"x2'-7 1/4" Andersen 2 Lite r ACW2828 .29 6.78 1 6.78 sq ft CupolaX1 4 2'-6"x2'-4" Custom 4 It Single... ISI Sash 3028 5.83 4 23.32 sq ft 19 160.12 sq ft NOTE: TWO LETTER WINDOW DESIGNATION INDICATES LOCATION "H" = HOUSE "B" = BARN NOTE: PROTECTED OPENINGS TO BE PROVIDED BY PLYWOOD PANELS WITH ATTACHMENT SYSTEM UNLESS OTHERWISE NOTED IN SCHEDULE BOTTOM OF COLLAR TIE 12 10.25' R 38 FIBERGLASS BATT INSULATION 10 TO OUTSIDE FACE OF WALL BELOW RED CEDAR SHINGLES ON CEDAR BREATHER 5/8" COX PLYWOOD SHEATHING 2X10 RAFTERS SEE FRAMING PLANS SOLID BLOCKING TO WITHIN 2" OF 1 UNDERSIDE OF PLYWOOD Al SIMPSON CONNECTOR H2.5 ea. JOIST (TYR) TOP OF WALL FIBERGLASS GUTTER W/ OFFSET FASCIA OTE: NO SOFFIT VENTWG WHITE CEDAR SHINGLES ON TYVEK OR EQ. (IYP.) (SEE ELEVATIONS) a 1/2" COX PLYWOOD SHEATHING (TYR) 2X6 STUD WALL 16' O.C. (TYR) 5"2' FIBERGLASS BATT INS. R 21 OYP.) SECOND FLOOR 1/2" BLUE BOARD WITH SMOTH PLASTER SKIMCOAT (TYP.) 3/4" T&G "ADVANTECH" SUB FUR. OR EQ. GLUED AND ` SCREW -NAILED TO JOISTS (TYR) / 9 I JOISTS SEE FRAMING PLANS (TYR) ONE LAYER 5/8' TYPE X GWB ON 1X3 STRAPPING 0 16' O.C. (rYP.) 10.25" R 38 FIBERGLASS BATT INSULATION TO OUTSIDE FACE OF WALL BELO WHITE CEDAR SHINGLES ON TYVEK OR EQ. (TYR) (SEE ELEVATIONS] 1/2" COX PLYWOOD SHEATHING (TYR. 2X6 STUD WALL 16" O.C. (TYR) 51/2' FIBERGLASS BATT INS. R 21 ITYR} ONE LAYER 5/8" TYPE X GWB (TYP.L 4' SLAB ON 6 MIL. POLY VAPOR BARRIER ON 6" WELL COMPACTED GRAVEL W/10/10 6X6 W.W.M. (TYR) (2) 2X6 P.T. SILL PLATE ON SILL SEAL (TYR). 5/8" dia. "J' BOLT 8" EMBED 32' O.C., max. V-0" FROM \ _ CORNERS WITH 1/4" x 3°x 3" PLATE ®EA. BOLT (TYR� TOP OF SLAB 10" CONCRETE FOUNDATION WALL ON 10" THICK X 20"WIDE CONC. FOOTING W/ 31/2' KEY MIN. 4'-0" BELOW FIN. GRADE (TYR) z N BOTTOM OF FOOTINGIL _-_- _-_---_-., T_ ---L i� Barn Typical Wall Section 4 Scale:1/2" = V-0" A5 REVISIONS DETAILS ADDED P. 10 & 11 & VARIOUS DETAIL MARKERS, WINDOWS ADDED TO SCHEDULE 08-25-216 WINDOW SCHEDULE REVISED FOR ANDERSEN WINDOWS 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. PC CAMPBELL SMITH RCHITECTS 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 PROJECT: Sullivan Residence BUILDER LOCATION: 202 Pleasant St South Yarmouth MA Typ- Wall Section, Section Details & Schedules ISSUE DATE 08-03-2016 THIS SETPRINTED ON: 9/26/16 SEE ISSUE DATE AND REVISIONS ABOVE SCALE: AS NOTED DRAWN BY: CBD 5of7 I II I FIN.SIDING SII SHEATHING i 5/6 STOCK RIPPED AS SHOWN II II 45.0°. I I , 1' / Water Table 2 Scale:6" 1 r-0" A6 WINDOW Window Cap & Crown 3 Scale:6" = 1'-0" A6 Hood & Bracket (�-4 Scale:11/2"= V-0" POST FOR WEATHER VANE FIN. ROOF — ICE & WATER SHEILD OR EQ. 1/2" CDX PLYWOOD 2x8 RAFTER @ 16" O.C. EXPANDING FOAM INSULATION 1X BEADBOARD UNDERSIDE OF RAFTERS & INT. 2X LUMBER RIPPED DOWN FOR BLOCKING SIMPSON STRONG TIE H4 EA. RAFTER 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" REVISIONS DETAILS ADDED P. 10 & 11 & VARIOUS DETAIL MARKERS, WINDOWS ADDED TO SCHEDULE 08-25-216 WINDOW SCHEDULE REVISED FOR ANDERSEN WINDOWS 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 Details 1 1/2" ISSUE DATE 08-03-2016 THIS SETPRINTED ON: 9/26/16 SEE ISSUE DATE AND REVISIONS ABOVE SCALE: AS NOTED DRAWN BY: CBD PAGE AG 6of7 'RUCTURAL --SIGN LOADS ASSUMED ON DRAWINGS: OOR / LIVING SPACE: 40 P.S.F. LIVE/ 10 P.S.F. DEAD OOR / SLEEPING SPACE 30 P.S.F. LIVE / 10 P.S.F. DEAD 71C FLOOR (LIMITED STORAGE) 20 P.S.F. LIVE / 10 P.S.F. DEAD =CKS & BALCONIES 60 P.S.F. LIVE / 10 P.S.F DEAD )OF 35 P.S.F. LIVE/ 10 P.S.F DEAD )IL BEARING CAPACITY ASSUMED TO BE MINIMUM 1.5 TONS/SQ.FT. .LOWABLE DEFLECTION LIVE LOADS — FLOOR JOISTS U480 91=11101000 JIFAW THE SOIL BEARING VALUE HAS BEEN ASSUMED AT 1.5 TONS P.S.F. THE CONTRACTOR SHALL VERIFY THIS VALUE AT THE TIME OF EXCAVATION AND SHALL NOTIFY THE ARCHITECT THAT IT IS READY FOR INSPECTION OR FOR REVISION IF UNCERTAIN CONDITIONS ARE FOUND TO EXIST. ALL CONCRETE WORK SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTE'S "GUIDE TO RESIDENTIAL CAST—IN PLACE CONCRETE CONSTRUCTION" REPORT OF COMMITTEE 332. OTHER CONCRETE STANDARDS AS REQUIRED BY THE BUILDING CODE SUCH AS ACI 318-95,318.1-89 SHALL APPLY THE CONSTRUCTION OF THIS RESIDENCE FOUNDATION. REINFORCING STEEL SHALL CONFORM TO ASTM A616, GRADE 60, AND WELDED WIRE FABRIC SHALL MEET ASTM A185 SPECIFICATIONS FOOTING CENTER LINES SHALL BE CENTERED UNDER THE CENTER LINE OF COLUMNS DETAILING, FABRICATION AND PLACEMENT OF ALL REBAR SHALL CONFORM TO ACI 315-80, SP66 MANUAL IF WATER OCCURS WITHIN THE EXCAVATION, IT SHALL BE DEWATERED BEFORE PLACING OF CONCRETE. DEWATERING WILL BE DONE IN A MATTER THAT WILL PREVENT THE FLOW OF FINE GRAIN SOIL. THE BOTTOM OF ALL EXCAVATIONS FOR FOOTINGS SHALL BE TAMPED TO DISPOSE OF ALL LOOSE MATERIAL BEFORE THE CONCRETE IS PLACED. COMPACTION SHOULD NOT EXCEED THE NATURAL DENSITY OF THE SOIL. ALL CONCRETE FORM WORK SHALL BE PROPERLY CONSTRUCTED AND WELL BRACED TO PRODUCE PLUMB, STRAIGHT LEVEL AND TRUE SURFACES, BOWED PILLOWED AND IRREGULAR WALL SURFACES WILL NOT BE ACCEPTED AND MAY REQUIRE REMOVAL AND RECONSTRUCTION BY THE FORM CONTRACTOR AT HIS EXPESE IF DIRECTED BY THE ARCHITECT AND OWNER. THE FOUNDATION WALLS SHALL NOT BE BACKFILLED UNTIL THE FIRST FLOOR DECK IS IN PLACE TO BRACE WALL. DAMAGED WALLS WILL BE REPLACED AT THE CONTRACTORS EXPENSE IF BACKFILLING IS DONE WITHOUT BACKFILLING IN PLACE. STRUCTURAL STEEL SHALL BE ASTM A36 OR ASTM A592 AND SHALL BE PAINTED ONE SHOP COAT OF METAL PRIMER. BOLTS SHALL BE ASTM A325, ANCHOR BOLTS SHALL BE ASTM F1554. "LALLY" COLUMNS SHALL BE SCHEDULE 40 PIPE ASTM A53 GRADE B 3 1/2" DIAMETER OR STEEL TUBES 3"X3"X1/4". PAINT ONE SHOP COAT METAL PRIMER - 2 MILS THICK UNLESS OTHERWISE NOTED. "MICROLLAM" AND OTHER ENGINEERED LUMBER SHALL BE AS MANUFACTURED BY TUSJOIST CORP., BOISE CASCADE, GEORGIA PACIFIC OR OTHER APPROVED MANUFACTURER. METAL FASTENERS FOR WOOD MEMBERS SHALL BE AS MANUFACTURED BY THE SIMPSON CO."STRONG TIE" OR EQUALL APPROVED BY THE ARCHITECT. UNLESS OTHERWISE NOTED PROVIDE A 2" NOMINAL P.T. WOOD SILL OF APPROPRIATE WIDTH BOLTED TO THE TOP FLANGE OF ALL STEEL BEAMS WITH 3/8" DIA. BOLTS STAGGERED AT 2'-0" O.C. RIGIDLY CONNECTING RAFTERS AND JOISTS. OTINGS - 24"X12" CONTINUOUS WITH 3 1/2' CONT. KEYWAY ALONG CENTERLINE OR AS NOTED STEP FOOTINGS TO BE MIN. 1 VERTICAL ON 3 HORIZONTAL. kLLS - MINIMUM 8" BETWEEN FINISH GRADE AND TOP OF FOUNDATION WALL. FINISH GRADE TO SLOPE AWAY FROM FOUNDATION. - 10" THICK CONCRETE. 3000 P.S.I. (28 DAY STRENGTH) W/ 3/4' AGGREGATE. SEMENT SLAB - 3000 P.S.I. (28 DAY STRENGTH) ON MIN. 6" SAND OR GRAVEL FILL W/ 6X6 -W1.4 WELDED WIRE FABRIC. RAGE SLAB - 3500 P.S.I. (28 DAY STRENGTH) ON MIN. 6" SAND OR GRAVEL FILL W/ 6X6 -W1.4 WELDED WIRE FABRIC. FOOTINGS SHALL BE PLACED ON UNDISTURBED OR ENGINEERED FILL TO A DEPTH REQUIRED BY LOCAL BUILDING CODES AND FROST CONDITIONS OR DEEPER IF SHOWN. REINFORCED WALLS SHALL SUPPORT A MAXIMUM OF 7'-0" UNBALANCED FILL. MP -PROOFING (BASEMENTS) - TWO COATS ASPHALTIC COATING COMPOUND MINIMUM, UNLESS OTHERWISE NOTED. ,TERPROOFING (HABITABLE SPACES BELOW GRADE) - TWO PLY HOT MOPED FELT MEMBRANE ,TERPROOFING. (U.O.N.) UNDATION DRAIN INSTALL A 6" PERFORATED DRAIN TILE AT THE PERIMETER OF BASEMENT. TOPS OF JOINTS TO BE VERED W/ 15# FELT AND A MINIMUM OF 18" STONE OR GRAVEL SLOPE TILE 3/16" PER FT. TO POINT OF DISCHARGE. TERMITE PROTECTION — AS PER LOCAL CODES ANCHOR BOLTS — 1/2" X 12" ANCHOR BOLTS @ 4'-0" O.C. MAX. 12" FROM CORNERS & 7" EMBED JOIST HANGERS — STANDARD 18 GUAGE METAL. SPECIAL FOUNDATIONS AND FOOTINGS AS SHOWN. BASEMENT CELING TO COMPLY WITH MASS. CMR 501.3 FLOOR FIRE PROTECTION FLOOR ASSEMBLIES NOT USING DIMENSIONAL LUMBER TO HAVE 1/2" GYPSUM WALLBOARD OR OTHER APPROVED ASSEMBLIES MINIMUM STAIR TREAD IS 911, MAXIMUM RISER IS 8 1/411 MINIMUM STAIR WIDTH IS 36" CLEAR ALL HAND RAILS AND GUARD RAILS SHALL CONFORM TO 2009 IRC & MASS STATE BUILDING CODE MAIN ENTRANCE DOOR SHALL BE A MINIMUM 36" WIDE ALL EGRESS DOORS SHALL BEA MINIMUM 6-8" HIGH FIRE PROTECTION SYSTEMS SHALL BE IN ACCORDANCE WITH THE 2009 IRC & MASS STATE BUILDING CODE PROVIDE MIN 48" WIDE BY 42" DEEP LEVEL PLATFORM (LANDING) AT THE EXTERIOR OF ALL EXIT DOORS. IN ADDITION TO DOORS AND ACCESS PANELS SHOWN ON DRAWINGS PROVIDE ATTIC ACCESS PANELS TO ALL ATTIC AREAS WITH GREATER THAN 36" CLEAR HEIGHT. (MIN. ACCESS PANEL 22" X 301r) FRAMING LUMBER STUDS — NO. 3 OR STANDARD "STUD" GRADE. JOISTS AND RAFTERS — E = 1,400,000 P.S.I. / FB = 875 P.S.I. BEAMS AND GIRTS E = 1,200,000 P.S.I. / FB = 850 P.S.I. STAIR STRINGERS NO. 1 GRADE. UNLESS OTHERWISE NOTED PROVIDE: A) DOUBLE HEADER JOISTS & TRIMMERS @ ALL FLOOR OPENINGS. B) DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS. C) FULL BLOCKING IN EACH JOIST BAY AT MID—SPAN FOR SPANS EXCEEDING 10'-011 . FLOOR FRAMING GENERAL FLOORS 3/4" T&G PLYWOOD GLUED TO JOISTS (C -D INT. APA W/ EXT. GLUE) OR APPROVED EQUAL BATH & TOILET AREAS - USE WATER RESISTANT PLYWOOD (UNDERLAYMENT C -C PLUGGED EXT. APA) OR'CEMENT BOARD' OVER SUBFLOOR. EXTERIOR SHEATHING WALLS - 1/2" EXT. PLYWOOD (C -D 24/0 INT APA W/ EXT. GLUE) ROOF - 5/8" EXT. PLYWOOD(C-D 24/0 INT APA W/ EXT. GLUE) INTERIOR FINISH INTERIOR FINISHES SHALL BE IN ACCORDANCE WITH THE FLAME SPREAD AND SMOKE DEVELOPMENT REQUIREMENTS OF THE 2009 IRC AND MASS. STATE BUILDING CODE GENERAL - UNLESS OTHERWISE INDICATED, ALL INTERIOR WALLS AND CEILINGS TO BE COVERED WITH 1/2" BLUE -BOARD WITH A SMOOTH FINISH VENEER PLASTER SYSTEM. MISCELLANEOUS UNLESS OTHERWISE NOTED, PROVIDE: INSULATION TO COMPLY WITH 2012 IECC OR LOCAL CODES R-21 IN ALL EXTERIOR WALLS (2X6 CONSTRUCTION) R-30 IN FLOORS OVER UNHEATED SPACES R-49 IN ALL CEILINGS OR R-38 WHERE INSULATION EXTENDS OVER TOP OF WALL R-10 UNDER SLABS ON GRADE, 48" IN FROM OR 48" DOWN FROM INSIDE FACE OF FROST WALL TO ISOLATE SLAB FROM EXTERIOR AND CONCRE WALL R-15/19 BASEMENT WALLS R-15 CONT. ON INT. OR EXT. OF WALL OR R-19 INT. CAVITY INS. VAPOR BARRIER -INSTALL A 4 MIL. POLYETHYLENE VAPOR BARRIER ON THE WARM SIDE OF ALL INSULATION. DOUBLE INSULATING GLASS AT ALL GLASS AREAS AND TEMPERED GLASS AT ALL OPERABLE GLASS DOORS AND ALL WINDOWS WITH GLASS AREAS LESS THAN 18" ABOVE FIN. FLOOR OR ANY PLATFORM. AND ANY TUB OR SHOWER AREAS. (SEE 2009 IRC & MASS STATE BUILDING CODE FOR SAFETY GLAZING) U.O.N. BAFFLE VENTS SHALL BE INSTALLED IN ALL RAFTER BAYS AS PER MANUFACTURER'S DETAIL TO PROVIDE FREE AIR FLOW FOR ATTIC VENTILATION. IT SHALL BE CONTINUOS IN ALL SLOPING CEILINGS AND A MIN. OF ONE LENGHT (48") AT ALL SOFFIT VENTS. ALL BATHROOMS SHALL BE PROVIDED WITH MECHANICAL VENTILATION IN ACCORDANCE WITH 2009 IRC & MASS STATE BUILDING CODE EXTERIOR GRADE SHALL SLOPE 1/2" PER FOOT FROM BUILDING FORA MINIMUM OF 6-0" AWAY ALL EXPOSED INSULATION MATERIALS INCLUDING FACINGS, VAPOR BARRIERS OR BREATHER PAPERS SHALL CONFORM TO THE FLAME SPREAD, SMOKE DEVELOPMENT AND CRITICAL RADIANT FLUX REQUIREMENTS OF THE 2009 IRC & MASS. STATE BUILDING CODE GARAGE AND BOILER AREAS - ONE LAYER 5/8" FIRE CODE G.W.B. @ FURNACE LOCATION AND CEILING AND WALLS BETWEEN GARAGE AND LIVING AREAS GENERAL FLASHING SHALL BE LEAD OR LEAD COATED COPPER, UNLESS OTHERWISE NOTED. ROOF FLASHING SHALL LEAD OR LEAD COATED COPPER AND USED WHEREVER FLASHING WILL BE EXPOSED SUCH AS AT VALLEYS. SIDEWALLS, CAP AND BASE ETC. CHIMNEY CAP AND BASE FLASHING SHALL BE 3 LBS. HARD LEAD. VENT AND PIPE FLASHINGS SHALL BE PERFORMED NEOPRENE AS MANUFACTURED BY DUPONT, DOW CHEMICAL OR EQUAL. FLASHING SHALL CONSISIT OF FABR ICATED FLANGE AND CAP FLASHING. STEP FLASHING: BASE FLASHING SHALL EXTEND ONTO ROOF AND UP THE SURFACE OF THE ADJOINING CONSTRUCTION A MINIMUM OF 4". THE UPPER EDGE OF THE BASE FLASHING SHALL EXTEND A MINIMUM OF 2" ABOVE THE NEXT COURSE OF SHINGLES AND THE LOWER EDGE SHALL BE 1/2" ABOVE THE BUTTS OF THE SHINGLE COVERING IT, PROVIDING A MINIMUM OF 1 1/2" OVERLAP OF FLASHING COURSES. CAP FLASHING SHALL EXTEND DOWN OVER BASE FLASHING A MINIMUM OF 4". THE STEPS IN CAP FLASHING SHOULD NOT EXCEED 8" AND LAPS SHALL BE A MINIMUM OF 3".ALL SEAMS SHALL OVERLAP IN DIRECTION OF FLOW. PROVIDE ICE AND WATER SHIELD (W.R. GRACE "BITUTHENE" OR EQUAL) MINIMUM OF 48" UP FROM DRIP EDGE OF ALL ROOFS, 36'" UP EACH SIDE OF ALL VALLEYS, AND AT ALL ROOF/WALL INTERSECTIONS AND ROOFS LESS THAN 4 IN 12 PITCH. REVISIONS DETAILS ADDED P. 10 & 11 & VARIOUS DETAIL MARKERS, WINDOWS ADDED TO SCHEDULE 08-25-216 WINDOW SCHEDULE REVISED FOR ANDERSEN WINDOWS 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 J Campbell Smith A R C H I T E C T S PO Box 1450 22 Depot Street Duxbury, MA 02331 781-934-7181 PROJECT: Sullivan Residence BUILDER LOCATION: 202 Pleasant St South Yarmouth MA Specifications ISSUE DATE 08-03-2016 THIS SETPRINTED ON: 9/26/16 SEE ISSUE DATE AND REVISIONS ABOVE SCALE: AS NOTED DRAWN BY: CBD 7of7 C r-, a c 0 0 N U z x m 0 F ro 0 U) s~ ro -P U �n O �, w 0 ro r rd rd va U) +J U N •n 0 P C14 -P r-, ro U 4J I~ U 0 0 u 0 0. 0 4J �, U N N