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HomeMy WebLinkAboutBLD-18-616 oy YqR TOWN OF YARMOUTH Building Department CERTIFICATE OF P (508) 398-2231 ext.1261 OCCUPANCY 3 y PERMIT NO BLD-18-000616 lITACht 4r ROBERT STELLO ' ADDRESS: 15 ROBIN RD,WEST YARMOUTH, MA 02673 ZONING DISTRICT Bldg.Type: Residential SUBDIVISION MAP BLOCK LOT 049.240BUILDING IS TO • IBE REMARKS New Construction per approved plan 780 CMR MSBC, • = laws—3 f' 1 bedroom, 2 baths, kitchen, mudroom, living room,din' g roo , and / garage as per plans. DATE: p • /(f CERTIBUILD NG OFFICIA•• =OF INSPEC ION /gel rig ULLRAM FRANCESCA LAMBERT BUILDING DEPT BY 15 ROBIN RD WEST YARMOUTH,MA PHONE iIS PERMIT CONVEYS NO RIGHT TO OCCUPOY ANY STREET, ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR ERMANENTLY.ENCROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE 1RISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF JBLIC WORKS. CERTIFICATE OF OCCUPANCY BUILDING INSPECTIONS APPROVALS FIRE: OTHER DATE: R- Z o -I B DATE: INSPECTOR: crier. N0CIc INSPECTOR: ELECTRICAL BOARD OF HEALTH 07.37:27DATE: �7Z/( 6 DATE: (9%S—41 %7 7/9� INSPECTOR: kfi/ INSPECTO aba/IWe /,-454// 7i net PLUMBING/GAS Othe FINAL BUILDING DATE: DATE: S ^ S-19 INSPECTOR: �'�/f INSPECTOR: v COMMUNITY DEVELOPMENT: DATE NAME • ' / oF g9-i:. TOWN OF YARMOUTH BUILDING DEPARTMENT 0 ca,-; Certificate of Occupancy MATTA NEE E k'a^^ :/ In accordance with The Commonwealth of Massachusetts Building Code Permit No.PI7 _ t% _000ct Location 1 S 114 k %.(1 • Type of Building Has been inspected and occupancy is approved. -"Ce . Date /1-)//? Building Commissioner / - . This certificate must be posted in a conspicuous place. Cx?CrQS e\- I) - 1B GENERAL NOTES:cont'd 1.9- THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD. 1.10 CHECK PLAN DIMENSIONS - EITHER TO FRAME OR PLASTER. SEE "NOTE TO CONTRACTOR" ON PLANS. 1.11- DO NOT SCALE DRAWINGS. 1.12 THE CONTRACTOR AND SUBCONTRACTORS SHALL MAKE A FIELD INSPECTION PRIOR TO BEGINNING WORK. 1.13- THE CONTRACTOR SHALL BE RESPONSIBLE FOR ARRANGING A PRE - CONSTRUCTION MEETING WITH THE OWNERS OR OWNER REPRESENTATIVES AFTER OBTAINING BUILDING PERMIT AND PRIOR TO BEGINNING WORK. 1.14- ARCH33 WILL MAKE PERIODIC SITE VISITS TO REVIEW CONSTRUCTION AND TO ANSWER ANY QUESTIONS. CONTRACTOR AND ARCHITECT WILL AGREE TO SCHEDULE OF TIMES FOR MEETING PRIOR TO COMMENCEMENT OF CONSTRUCTION 1.15- THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO SEE THAT THE EXISTING GROUNDS ARE NOT DAMAGED BY CONSTRUCTION OPERATIONS AND SHALL BE SOLELY RESPONSIBLE FOR REPAIRING ANY DAMAGE CAUSED BY SUCH OPERATIONS. 1.16- THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTICING ANY STRUCTURAL DEFORMATION, DECAY OR INADEQUACY AS WORK PROGRESSES, AND SHALL NOTIFY OWNERS IMMEDIATELY UPON DISCOVERY OF SUCH INADEQUACIES IF APPLICABLE. 1.17- ARCH 33 SHALL BE RESPONSIBLE FOR ON SITE INSPECTIONS OF STRUCTURAL WORK AT CRITICAL PHASES DURING CONSTRUCTION AND TO SIZE ALL HEADERS, BEAMS, CONNECTIONS, ETC. AS REQUIRED TO COMPLETE THE WORK IN THE CONSTRUCTION' DOCUMENTS 1.18- UPON COMPLETION OF WORKAGREED UPON IN THE CONSTRUCTION DOCUMENTS, THE CONTRACTOR SHALL LEAVE THE PREMISES FREE FROM ALL DEBRIS AND WASTE IN A CLEAN CONDITION. PROVIDE FOR PROFESSIONAL CLEANING SERVICES PRIOR TO OWNER OCCUPANCY. 1.19- FINALLY, UPON COMPLETION OF SAID WORK, IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN A CERTIFICATE OF OCCUPANCY OR COMPLETION BY THE LOCAL BUILDING OFFICIAL. 2.0 - SITEWORK: 2.01- DEMOLISH EXISTING SINGLE STORY RESIDENCE AND FOUNDATION 2.02- ALLAREAS OF CONSTRUCTION IN CLOSE PROXIMITY TO SETBACK LINES TO BE STAKED BY CERTIFIED LAND SURVEYOR 2.03- EXCAVATE ALL NEW FOOTINGS (4'0" DEEP MIN). NOTE DEPTHS ON SECTIONS. 2.04- REMOVED TOPSOILAND FILLTO BE STORED IN PREDETERMINED LOCATION ON SITE. 2.05- BACKFILL PER GENERAL NOTE 3.5. 2.06- REMOVE ANY EXCESS CONCRETE FROM SITE IMMEDIATELY AFTER INSTALLATION OF NEW CONCRETE WORK. 2.07- ALL BUILDING DEBRIS TO BE STORED IN SECURE CONTAINER ON DRIVEWAY SIDE OF HOUSE. 2.08- PROVIDE ALL EXCAVATION AND TRENCHING FOR UNDERGROUND UTILITIES. CONTRACTOR IS RESPONSIBLE FOR ALL CUTTING AND PATCHING OF ASPHALT. 2.09- THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITTING, COORDINATION OF UTILITY COMPANIES, TOWN OF yARMOUTH WATER AND SEWER DEPT, IFAPPLICABLEAND DIGSAFEAS REQUIRED FOR SAFE AND COMPLETE EXCAVATION PRACTICES. 3.0 CONCRETE: FOUNDATIONS 3.1- EXTERIOR FOOTINGS SHALL BE PLACED ON APPROVED SOILATA MINIMUM DEPTH OF 4 FEET, ORAS MODIFIED BY THE STRUCTURAL ENGINEER, BELOW THE LOWESTADJACENT GROUND EXPOSED TO FREEZING. ANY ADJUSTMENT OF FOOTING ELEVATIONS DUE TO FIELD CONDITIONS MUST HAVE THE APPROVAL OF THE ARCHITECT. 3.2- SOIL BEARING CAPACITY: FOOTINGS MUST BE PLACED ON SOIL WITH MINIMUM BEARING CAPACITY OF 3000 POUNDS PER SQUARE FOOT 3.3- BACKFILL BELOW FOOTINGS AND SLABS SHALL BE MADE WITH APPROVED GRANULAR MATERIALS PLACED IN 6" LAYERS. LAYERS SHALL BE COMPACTED TO 96% DENSITY AT OPTIMUM MOISTURE CONTENT, AS DEFINED BY ASTM D1557, METHOD D. 3.4- BACKFILLING AGAINST PIERS MAY ONLY BE DONE AFTER PIERS ARE BRACED TO PREVENT MOVEMENT. r� LO N 0 6.0 - WOOD & PLASTICS: E 12 m 6.1- GENERAL -0 6.1.1- ALL WORK TO BE PERFORMED BY THOSE SKILLED IN cj THE TRADE INA SOLID, WORKMANLIKE MANNER. E cc 6.1.2- HAND SELECT THE BEST MATERIALS FOR ALL INTERIOR AND EXTERIOR CARPENTRY. WOOD WITH KNOTS --�°� AFFECTING STRUCTURAL INTEGRITY SHOULD NOT BE .2 USED. FINISH LUMBER TO BE CLEAR GRADE. i� 6.1.3- FRAME STRUCTURE AS REQUIRED FOR FIRM, PERMANENT CONSTRUCTION. FRAME STRUCTURE LEVEL, PLUMB AND SQUARE. A 6.1.4- ALL MATERIALS TO BE FULLY PROTECTED AND Arch-itect's 33 Inc. ELEVATED FROM THE GROUND AT THE JOB SITE. 6.1.5- ALL SILLS IN CONTACT WITH MASONRY OR IN MOIST CONDITIONS TO BE PRESSURE TREATED. 6.1.6- PROVIDE ADEQUATE BLOCKING FOR INSTALLATION OF ALL FINISH WORK, CABINETRY AND ACCESSORIES WHEN POSSIBLE: 6.1.7- ALL STRUCTURAL WALLS TO BE STRAIGHTENED WITH (ph)508-430-2200 STRINGLINES AND SECURED WITH SPRING -BRACES WALL SURFACES EXCEPT WHERE SHOWN AS OTHER. SHINGLE PRIOR TO INSTALLATION OF ANY STRUCTURAL COMPONENTS ABOVE. 6.1.8- ALL GABLE END WALLS ARE TO BE CONSTRUCTED, I SHEATHED AND TRIMMED IN PLACE. APPROVAL MAY BE GIVEN BY ARCHITECT FOR OTHER METHODS IN THE PROVIDE # 15 TAR PAPER BENEATH ALL WALL SURFACES AS EVENT OF SPECIAL CONDITIONS AND PRIOR TO CONSTRUCTION. ROUGH CARPENTRY 6.2.1- ALL ROUGH CARPENTRY SHALL BE EXECUTED IN CONFORMANCE WITH THE AMERICAN INSTITUTE OF PROVIDE 9" BUTYL ICEAND WATER STRIPSATALL WINDOWAND TIMBER CONSTRUCTION "TIMBER CONSTRUCTION STANDARDS" - AITC 100 6.2.2- WHEN NOT OTHERWISE IDENTIFIED, ALL WOOD BEAMS, ARCHITECTURAL GRADE ASPHALT ROOFING ON #15 TAR PAPER. JOISTS, RAFTERS, HEADERS, STRINGERS, PLATES, AND SILLS SHALL BE SPRUCE PINE FIR #2 OR BETTER, WITH A MINIMUM Fb = 875 PSI (SINGLE USE) AND Fb = 1000PSI (REPETITIVE USE), AND E SHALL BE 1,400,000 PSI OR INTERIOR TRIM FINISH PAINTED. ALL INTERIOR TRIM TO BETTER. 6.2 6.2.3- WOOD STUDS MAY BE EASTERN HEMLOCK, EASTERN SPRUCE, OR HEM -FIR, GRADED "STUD" GRADE #2 OR BASED SATIN IMPERVO PAINT. TRIM MUST BE SANDED BETTER. 6.2.4- LVL BEAMS, AS NOTED ON PLANS, SHALL HAVE A MINIMUM Fb = 3100 PSI, E = 2,000,000 PSI, AND Fv = 285 PSI. LVL BEAMS INTERIOR WALLS AND CEILINGS TO RECEIVE ONE COAT SHALL BE "TRUS JOIST" WEYERHAUSER. NO SUBSTITUTIONS WILL BE ACCEPTED, UNLESS THE ENGINEER SPECIFICALLY APPROVES ANOTHER PRODUCT FINISH. SUBMITTED BY THE CONTRACTOR. 6.2.5- WOOD "I" JOISTS SHALL BE TJIO BY WEYERHAUSER. NO SUBSTITUTIONS WILL BE ACCEPTED, UNLESS THE AND 2 COATS OF LATEX FINISH ORAS RECOMMENDED ENGINEER SPECIFICALLY APPROVES ANOTHER PRODUCT SUBMITTED BY THE CONTRACTOR. MANUFACTURER'S - RECOMMENDATIONS FOR BEARING, REINFORCING, CUTS, FLOORING & FINISHES TO BE DETERMINED BY OWNER CANTILEVERS, FASTENING, ETC., SHALL BE STRICTLY 7.5.5-, ADHERED TO. 6.2.6- PLYWOOD WALL SHEATHING, ROOF SHEATHING AND SUBFLOORING SHALL BE APA GRADE, TRADEMARKED C -D DRYWALL WITH SEAMS TAPED AND FINISHED. PRIMED INTERIOR WITH EXTERIOR GLUE. SUBFLOORING SHALL BE 9.2- 3/4" THICK TONGUE AND GROOVE, AND SHALL BE GLUED TO FLOOR JOISTS WITH AN APPROVED ADHESIVE PRIOR TO SEE WINDOW & DOOR DIAGRAM FOR CASINGSAND TRIM SHEETA-110. NAILING. ROOF SHEATHING SHALL BE 5/8" THICK WHEN 11.0 - EQUIPMENT: SUPPORTS ARE SPACED AT 16" CENTERS. FOR 24" 11.1- CENTERS, SHEATHING SHALL BE 5/8" THICK, AND SHALL BE TONGUE AND GROOVE OR ALIGNED WITH METAL H CLIPS DISHWASHER (18" WIDE), RANGE (30" WIDE), RANGE HOOD, BETWEEN RAFTERS. WALL SHEATHING SHALL BE 1/2" THICK. SUBSTITUTIONS MUST BE APPROVED BY ENGINEER. 6.2.7- ALL WOOD HAVING DIRECT CONTACT WITH CONCRETE OR CELLAR APPLIANCES - WASHER & DRYER MASONRY, AND WHEREVER WOOD IS WITHIN 8" OF FINISHED 15.0 - MECHANICAL: GRADE OR PART OF OPEN DECK CONSTRUCTION, SHALL BE PRESSURE TREATED. BEAM ENDS IN CONCRETE BEAM POCKETS SHALL BE WRAPPED IN A SELF -ADHERING 15.1.1- ALL PLUMBING AND HEATING SYSTEMS TO BE INSTALLED BE RUBBER MEMBRANE. 6.2.8- JOIST AND BEAM HANGERS SHALL BE BY SIMPSON STRONG - TIE CORP. THE CONTRACTOR SHALL STRICTLYADHERE TO MANUFACTURER'S RECOMMENDATIONS. PLUMBER/MECHANIC MANUFACTURER'S FAS REQUIREMENTS. FASTENING 6.2.9- UNLESS DETAILED OR SPECIFIED OTHERWISE, PROVIDE AT LEAST TWO JACK STUDS BENEATH ENDS OF 2X12, LVL, AND AND SHALLARRANGE FOR REQUIRED INSPECTIONS. PARALLAM HEADERS AND BEAMS. WHERE POSTS ARE CALLED OUTAS MULTIPLE 2XS, SUCH AS 2 -2X6,3 -2X6,4 -2X6, SEAL: ETC., ONE 2X SHALL BE POSITIONED AS A KING STUDAND HEATING THE BALANCE SHALL BE JACK STUDS. SEE STRUCTURAL PLANS. 6.2.9- UNLESS DETAILED OR SPECIFIED OTHERWISE, PROVIDE AT 15.2.1- HEATING SYSTEM TO BE DETERMINED BY OWNER AND LEAST TWO JACK STUDS BENEATH ENDS OF 2X12, LVL, AND PARALLAM HEADERS AND BEAMS. WHERE POSTS ARE �`�ytOPHE CALLED OUTAS MULTIPLE 2XS, SUCH AS 2 -2X6,3 -2X6,4 -2X6, ETC., ONE 2X SHALL BE POSITIONED AS A KING STUD AND THE BALANCE SHALL BE JACK STUDS. SEE STRUCTURAL PLANS. 6.2.10- FOR WOODJOIST SPANS UP TO 14 FEET, PROVIDE A SINGLE 15.2.3- PROV IDE DUCTING OF BATHROOM VENTSn._ ROW OF FULL DEPTH BLOCKING BETWEEN JOISTS AT 2 U NO. 10726 0 N -L CHATHAM, l MIDSPAN. FOR SPANS EXCEEDING 14 FEET, PROVIDE TWO ROWS OF FULL DEPTH BLOCKING BETWEEN JOISTS AT r� MASS THIRD POINTS OF THE SPAN. 6.2.11- PROVIDE DOUBLE JOIST UNDER PARALLEL PARTITION WALLS OR SOLID BLOCKING @ 32" O.C. BETWEEN THE P (1}/ OF N,P CLOSEST JOISTS 6.2.12- GABLE -END WALL STUDS IN CATHEDRAL, PARTIAL CLIENT: CATHEDRAL, OR HIGH CEILING SPACES SHALL SPAN UNINTERRUPTED FROM THE FLOOR PLATE TO THE UNDERSIDE OF THE ROOF RAFTERS. THEY SHOULD NOT BE INTERRUPTED BY ANY HORIZONTAL PLATES OR BEAMS, Terry& Carol Ultram UNLESS NOTED OTHERWISE ON THE DRAWINGS. 6.2.13- MEMBERS WITHIN BUILT-UP BEAMS, WHETHER MADE OF SAWN OR ENGINEERED LUMBER, SHALL ONLY BE SPLICED OVER SUPPORTS. 6.2.14- PROVIDE SIMPSON H1 OR H2.5 HURRICANE TIES BETWEEN EACH RAFTER BOTTOM AND IT'S BEARING POINT. 6.2.15- UNLESS ANOTHER CONNECTOR IS CALLED OUT, PROVIDE ONE SIMPSON A34 FRAMING ANCHOR AT EACH RAFTER/RIDGE BEAM INTERSECTION, AND TWO WHEN RAFTERS ARE DOUBLED OR TRIPLED (ONE EACH SIDE). 6.2.16- CONTRACTOR SHALL CAREFULLY COORDINATE THE WORK OF ALL TRADES TO MINIMIZE THE NEED FOR CUTS AND BORE HOLES IN FRAMING LUMBER. IN GIRDERS, BEAMS, OR JOISTS, CUTS AND BORE HOLES SHALL NOT BE DEEPER THAN 1/5 THE MEMBER DEPTH NOR MORE THAN 2" IN DIAMETER., AND SHALL NOT BE LOCATED NEARER TO THE END OF THE SPAN THAN THREE TIMES THE MEMBER DEPTH NOR WITHIN THE CENTER THIRD OF THE SPAN UNLESS REINFORCED TO MEET STRESS CALCULATIONS. 6.2.17- AT WOOD POSTS LANDING ON FLOOR DECK, PROVIDE SOLID VERTICAL WOOD BLOCKING WITHIN DECK SANDWICH TO LINK UPPER POST WITH LOWER SUPPORT. BLOCKING TO ' MATCH UPPER POST SIZE. 6.2.18- SET LVL BEAMS THAT FRAME FLUSH WITH DIMENSIONED LUMBER JOISTS 3/8" BELOW THE TOP OF JOISTS TO ALLOW FOR JOIST SHRINKAGE. WHERE BEARING WALLS OR POSTS LAND ON THESE BEAMS, INFILL GAP WITH 3/8" PLYWOOD FOR SOLID BEARING. 110 MPH WIND BORNE DEBRIS REGION DESIGN NOTES: 6.3.1- ALL STRUCTURAL COMPONENTS OF THESE PLANS HAVE BEEN INDIVIDUALLY ENGINEERED AND DO NOT USE PRESCRIPTIVE METHODS. 6.3.2- ALL NOTES FOUND ON THIS SHEET SUPERCEDE NOTES ON OTHER SHEETS FOUND TO BE IN CONFLICT. 6.3.4- FLOORS AND DECKS- 6.3.4.1- PROVIDE FLOOR -JOIST END BAY BLOCKING AS ILLUSTRATED IN FRAMING PLANS. PROVIDE SECOND BAY BLOCKING TO MATCH 6.3.4.2- PROVIDE END BAY BLOCKING IN CEILING JOISTS AS REQUIRED. PROVIDE SECOND BAY BLOCKING TO MATCH. 6.3.5- WALLS- 6.3.5.1- PROVIDE FULL HEIGHT VERTICAL WALL SHEATHING WHERE POSSIBLE. AT TOP PLATES, PROVIDE TWO ROWS OF 8D NAILS @ 4" O.C. STAGGERED; ONE ROW EACH PLATE. AT BOTTOM PLATE PROVIDE TWO ROWS OF 8D NAILS @ 4" O.C. STAGGERED 1/2" UP AND DOWN. PROVIDE 8D NAILS @ 4" ALONG EDGES AND 8" IN FIELD. 6.3.5.2- FRAME GABLE WALLS WITH CONTINUOUS FULL HEIGHT STUDS. NOTCH STUDS AROUND END RAFTER. NAIL WITH FOUR 16D (MIN.) NAILS AT STUD RAFTER CONNECTION. NON NOTCHED GABLE STUD CONSTRUCTION WILL BE REJECTED AT CONTRACTOR'S EXPENSE. 6.3.5.3- EXTERIOR WALLS ARE 2X6 @ 16" O.C. 6.3.5.4- STRAP ALL CEILINGS WITH 1 X 3 @ 16" O.C. FIX STRAPPING AT ENDS TO GABLE WALLS. 4' MINIMUM STAGGERING OF JOINTS. 6.3.5.5 TOP PLATES TO BE DOUBLED THROUGHOUT WITH 4'0" MINIMUM SPLICING. PROVIDE 8 - 16D NAILS EACH SIDE OF SPLICE MINIMUM. 6.3.5.6 PROVIDE 3 - 16D NAILS PLATE TO STUD AT EACH END (TYPICAL 2 X 6). TWO NAILS PLATE TO STUD EACH END (TYPICAL 2 X 4). 6.3.5.7- PROVIDE 2 16D NAILS PLATE TO FLOOR AT EACH STUD BASE (16" O.C.) 6.3.5.8- ALL HEADERS ARE ENGINEERED FOR LOADING. ALL "BOXED HEADERS" TO BE GLUED, AND NAILED @ 12" O.C. (MINIMUM) AND FILLED SOLID WITH RIGID POLYSTYRENE INSULATION. 6.3.5.9- SEE HEADER NOTES ON STRUCTURAL DRAWINGS FOR KING STUD AND JACK STUDS REQUIRED PER OPENING. 6.3.5.10- PROVIDE 18 GAUGE STEEL STRAP OVER HEADER WHERE SHEATHING IS DISCONTINUOUS OVER WINDOW OR DOOR VERTICAL OPENING. 6.3.5.11- PROVIDE SOLID BLOCKING AS REQUIRED BEHIND ALL HORIZONTAL PLYWOOD JOINTS. NAIL JOINT EVERY 3" AT 1/2" UP AND EVERY 3" AT 1/2" DOWN. STAGGER NAILING. 6.3.6- RAFTERS AND ROOFS- 6.3.6.1- PROVIDE 2 X 4 COLLAR TIE DIRECTLY BENEATH ALL RIDGES FOR RAFTER TO RAFTER CONNECTION. 4 -16D NAILS EACH END. 6.3.6.2- PROVIDE 6" EDGE NAILING AND 6" FIELD NAILING ON ALL ROOF SHEATHING. USE 8D NAILS. 6.3.6.3- PROVIDE H2.5 HURRICANE CLIPS AT SEAT OF ALL RAFTERS. 7.0 - THERMAL AND MOISTURE PROTECTION: INSULATION & VENTING a 7.1.1- 2X 6 EXTERIOR WALLS - R28 FACED FIBERGLASS INSULATION 7.1.2- SLOPED - R38 - CLOSED CELL SPRAY FOAM AND FIBERGLASS CELLAR CEILING - R30 FACED FIBERGLASS INSULATION 7.1.3- PROVIDE ATTIC VENTING ONLYAS REQUIRED. NOT REQUIRED FOR RAFTER AREAS FILLED WITH SPRAY FOAM 7.1.4- CLAD THERMAL WINDOWS SEE WINDOW SCHEDULE GLASS & WOOD DOORS - SEE DOOR SCHEDULE 7.1.5- PROVIDE CAULKING BEAD BETWEEN ALL EXTERIOR WALLS & Arch-itect's 33 Inc. SUBFLOOR OR SLAB SURFACES. BEAD TO BE LAID PRIOR TO ERECTION OF WALL TO CONTROLAIR INFILTRATION. Chris Cannon AIA ROOFING AND SIDING Box 201 Chatham MA 02633 7.2.1- WHITE CEDAR R & R EXTRAS @ 5" +/- TO WEATHER ON ALL EXTERIOR (ph)508-430-2200 WALL SURFACES EXCEPT WHERE SHOWN AS OTHER. SHINGLE ccannon@arch33.com COURSING SHOWN IN SECTION A/SHEET A-1 08.ICE AND WATER I SHIELD BENEATH STEP FLASHING ATALL DORMER CHEEKS 7.2.2- PROVIDE # 15 TAR PAPER BENEATH ALL WALL SURFACES AS REQUIRED FOR WATERPROOF MEMBRANE. INSTALL PER MANUFACTURERS SPECIFICATIONS. 7.2.3- PROVIDE 9" BUTYL ICEAND WATER STRIPSATALL WINDOWAND DOOR OPENINGS. 7.2.4- ARCHITECTURAL GRADE ASPHALT ROOFING ON #15 TAR PAPER. ICE AND WATERSHIELD BNEATH ALL WOVEN VALLEYS. INTERIOR AND EXTERIOR PAINTING 7.3.1- j INTERIOR TRIM FINISH PAINTED. ALL INTERIOR TRIM TO RECEIVE ONE COAT OF PRIMER, AND TWO COATS OF OIL BASED SATIN IMPERVO PAINT. TRIM MUST BE SANDED AND TACKED BETWEEN COATS. 7.5.2-I INTERIOR WALLS AND CEILINGS TO RECEIVE ONE COAT OF PRIMER SEALER AND TWO COATS LATEX INTERIOR FINISH. 7.5.3- EXTERIOR TRIM TO RECEIVE 1 COAT OF PRIMER SEALER AND 2 COATS OF LATEX FINISH ORAS RECOMMENDED BY PVC TRIM MANUFACTURER. - 7.5.4- FLOORING & FINISHES TO BE DETERMINED BY OWNER 7.5.5-, PAINT TO BE BEN-MOORE PREMIUM OR EQUIVALENT. 9.0 = FINISHES: 9.1- DRYWALL WITH SEAMS TAPED AND FINISHED. PRIMED 9.2- FLOORS TO BE DETERMINED BY OWNER 9.3- SEE WINDOW & DOOR DIAGRAM FOR CASINGSAND TRIM SHEETA-110. 11.0 - EQUIPMENT: 11.1- KITCHEN APPLIANCES- REFRIGERATOR (28" WIDE X 24" DEEP X 74"H.) DISHWASHER (18" WIDE), RANGE (30" WIDE), RANGE HOOD, MICROWAVE (t.b.d) CELLAR APPLIANCES - WASHER & DRYER 15.0 - MECHANICAL: PLUMBING & HEATING 15.1- 15.1.1- ALL PLUMBING AND HEATING SYSTEMS TO BE INSTALLED BE LICENCED MECHANICS, RESPECTING ALL CODE REQUIREMENTS AND MANUFACTURER'S RECOMMENDATIONS. PLUMBER/MECHANIC SHOULD INCLUDE ALL NECESSARY FEES, LICENCES AND PERMITS, AND SHALLARRANGE FOR REQUIRED INSPECTIONS. SEAL: 15.2- HEATING ARC 15.2.1- HEATING SYSTEM TO BE DETERMINED BY OWNER AND Rd r? CONTRACTOR. PROVIDE 92% EFFICIENCY MINIMUM �`�ytOPHE 15.2.2- HVAC ZONES TO BE DETERMINED. T - 15.2.3- PROV IDE DUCTING OF BATHROOM VENTSn._ 2 U NO. 10726 0 N -L CHATHAM, l r� MASS 15.2.4- PROVIDE DUCTING FOR KITCHEN RANGE HOOD 15.2.5- PROVIDE DUCTING FOR CELLAR DRYER P (1}/ OF N,P 15.3- PLUMBING CLIENT: 15.3.1- FIXTURES TO BE DETERMINED. PURCHASE AND INSTALL ALL MATERIALS, Terry& Carol Ultram 15.3.2- PROVIDE OUTDOOR PLUMBING. 2 HOSEBIBS AND OUTDOOR SHOWER 1$ ROblri Road 15.3.3- PROVIDE HOT WATER STORAGE west Yarmouth, MA. 15.3.4- COORDINATE ALL THROUGH WALL OR ROOF VENTING OF PLUMBING, FANS ETC WITH ARCHITECT PRIOR TO PENETRATING ENVELOPE. new residence 16.0 - ELECTRICAL DATE: 16.1- ALL WORK TO BE DONE BY LICENCED MECHANICS TO APPLICABLE CODE REQUIREMENTS AND FOLLOWING =27=17 GONSTRUGTION SET MANUFACTURERS RECOMMENDATIONS. ALL NECESSARY FEES, LICENCES, PERMITS, AND INSPECTIONS ARE TO BE 06/05/2017 REVISED CON DOC THE RESPONSIBILITY OF THE ELECTRICIAN. 16.2- PROVIDE AND INSTALLALL ELECTRICAL, INCLUDING THOSE PURCHASED BY OWNER. © Arch -33 Inc 2017 16.3- THERMOSTAT LOCATIONS TO BE VERIFIED BY HVAC CONTRACTOR AND ARCITECT PRIOR TO INSTALLATION. 16.4- I SIZE AND PROVIDE FANS IN BATHROOMS AND COORDINATE VENTING WITH PLUMBING CONTRACTOR AND ARCHITECT. GENERAL I NOTES 16.5- SMOKE DETECTORS AND FIRE PREVENTION 16.6.1- SMOKE DETECTOR & CARBON MONOXIDE DETECTOR LOCATIONS TO BE VERIFIED AND APPROVED BYAPPROPRIATE AUTHORITY PRIOR TO INSTALLATION. A-101 C B A F Arch-itect's 33 Inc. A-108 A-108 A-108 A-111 38'-0" Chris Cannon AIA Box 201, Chatham MA 02633 6--Y 3'-11" 8-4- 20-7 4'-9.. (ph)508-430-2200 ccannon@arch33.com L - - - - rE ..................... ........... . .................. .................................................................................. V, ........ ....... . �� OUTDOORS OWER ABOVE Wool' W002 .003 v U (o I I v . Y^D D ..... ....................... ....... .. ........................................ . ............................................................... .................... A-109 LO t I A 109 LO bo (ALLY IN 2 X 4 WALL'm� ..... .......... ......... ........... 004 CN 005 EN - CN -001 UP < 3068 CRAWLSPACE INSULSTEE (SEE NOTE CN -006) 0? 9 9 IL h Y G •.... ........... .. ... ................................ ......................................................... o CN -003 CN -006 o CELLAR RM 001 ......... v, o C*4 t"000' F ......................................... ............. .......................................... p A-111 36'-8" 7, SLAB ABOVE CANTILEVERED FIREPLACE ABOVE CLEAT 81/4" C� 2X10— IT BOLT co GARAGE FOUNDATION 2X10 H A-111 CLEAT DECK ABOVE SEAL: GRAVEL ED AR - - - - - - - - - - - - - --- - - - - - - - - 0i H BULKHEAD - - - - - - - - C, DIAGRAM - - - - - - - - L J U No. 16�726 0 L - - -- - - - - - - - -IATHAM, Z ct MASS 38--0" Phy OF CLIENT: Terry& Carol Ullram 15 Robin Road B A F it 1-011 West Yarmouth, MA. A-1 o8 A -1o8 A -1o8 A-111 CELLAR PLAN 1/4 1 new residence CONSTRUCTION NOTES. CONTRACTOR NOTES SYMBOLS DATE: I VERIFY ALL DIMENSIONS ON SITE @ SMOKE DETECTOR 03/27�2017 GONSTRUCTION SET C-� CN -001: PROVIDE SUPPLY, WASTE AND POWER FOR GN -005: MECHANICAL SPACE LOCATION TO BE I WASHER DRYER CONNECTION. DETERMINED.PROVIDE OUTLET ON WALL. PROVIDE 2. EXTERIOR DIMENSIONS ARE TO FRAME CARBON MONOXIDE DETECTOR 06/05/2017 REVISED CON DOC 12" X 12" SQ. DRAINAGE HOLE IN CONCRETE WITH Lo C14 GRAVEL. ASSUME VENT THROUGH WALL. NO HVAC Ln CN -002: BILCO "C" BULKHEAD WITH P.T. 2 X 10 3. INTERIOR DIMENSIONS ARE TO FINISH PLASTER ALL C) TREADS ON 2 X 10 STRINGERS BOLTED TO SIDE SYSTEM VENTS ON NORTH WALL. INTERIOR WALLS ARE 4 1/2" TH. UNLESS OTHERWISE @ HEAT DETECTOR E [2 WALLS. SEE DIAGRAM ABOVE. PROVIDE GRAVEL NOTED. p BENEATH FOR DRAINAGE. CN -006: PROVIDE TWIDE X 2'8" HIGH ACCESS IN WALL @Arch -33 Inc 2017 V) 0 FAN TO CRAWLSPACE. IF MUD ROOM IS TO BE COMPLETED 4. PROVIDE SOLID BLOCKING AT THE FOLLOWING CN -003: PROVIDE INSULATED STEEL DOOR IN FRAMED AT TIME OF CONSTRUCTION CRAWLSPACE MAY BE co co WALLAT STAIR BASE. FULL HEIGHT CELLAR AND SO" WIDE OPENING IN WALL LOCATIONS: (y) VENT E MAY BE FLOOR TO CEILING. 2 A. BEHIND ALL WALL HUNG CABINETRY. 5 Cr -1-004: STAIRS RAILS - PROVIDE STAIRS AS CELLAR PLAN o DIMENSIONED IN SECTION D. 811 RISE AND 911 RUN. 3/4" B. BEHIND ALL RAIL MOUNTING POINTS. ALL SMOKE DETECTORS TO BE TP. YELLOW PINE TPPAD.9, PINE Plqr=P. PROVIDE 2411 t5 C. ABOVE ALL BEARING WALLS REQUIRING FIRE STOPS. PHOTOELECTRIC H RAIL ON WALL BRACKETS AT INTERIOR WALL. OPEN FRAMED RAIL TO BE 34" HIGH MIN. D. ALL STAIR WALLS AT STRINGER HEIGHT. D U 30684 UP IN SULSTEE T /A A- 1 0 2 A? E. ALL CLOSET END WALLS AT RAIL HEIGHT (64"). I C B A F Arch-itect's 33 Inc. A-108 A-108 A-108 A-111 Chris Cannon AIA 38'-0" 12'-6" 6'-'0" 6--l" 4'-9" 10'-8 1 /2" 1'-9 1 /2" Box 201, Chatham MA 02633 • (ph)508-430-2200 11'-6" i 9, 1„ ; ccannon@arch33.com o 719 1/2" CN -112 STOOP RM (109 CLO ............... ... ...... E ..........:.. ...................................................... W105 CN -109 RM 105 W106 �;� 1.0 W101 A-108 WD 2446 CN -107 WD 2446 34" H RAILS SIMP 6803 WD 2446 it e ,�r � i° e r � / i/�i/✓o.lsr�/, //�iv'�./r✓'d,i,. �c/ � ��.// a�,�rr/ ��,. i,� ,,,a„ l ,,, s - Ai% .%moi/�,r ///�9/� f/�� �i' / .: ,i c�/� aye. ✓r��/� / ., 1%�/,i/i,,,ti/� r,,, r/16" //r�'/'yi,�r„�/i/%,f,,, .� %/6'y/,, �: �.//,/� ,r, ,, ,, f„ ,v% i%/ r V TEMPER HW TEMPER /.F c� € rn ih Coli ---°�D/IM' SINK --, I� - o D..... .........: ... .... i ........BATH... ... ..; �... .......... .... ..... ��.�...� EFR .. ................ ......... A-109 q CN -111 / 1-9 1? ' , DN • u i ... i. ...: ir, ....... D CN 10 ao b 3/4-4 1/ „41- T-8 1/2' 4'-6 1/4” 3'-5'1/2"J.J. o 11'-0 3/4„ z V WDH 4310 BILCO C BULKHEAD CN -106 ENTRY 61/2" `t Q y r (0 4' 10° 4'-9° - - - KITCHEN o: i 10„�%,, SD EDGE OF CEILING RM.104 RM 101 v 10 r OPEN TO ABOVE - - f CN -110 N ® W / D STONE STEPS v o 2-2X4 CLO 1-2X4 2-2X4 3' 0” 4'-0" ' 2'A" � - - ---------- Ent � o RM 107 4068 DBL SD68 ,n 6, 3„ O 6., DN MUDROOM o 0 :CN -108 C' i CN -102 o� n RM 111 C° o.. . ..:.. ... �`! . .... - SB d G 2 ... .... ...... • 2868 ................ .............. MAST BEDRM. LIVING RM AC CONDENSOR _ � RM 106 � RM 103 ON CONCRETE u , n ; i� o 11 -PAD f iv 2868 20 MIN a i FIRE RATED 22 M F 5/8" TH FGRECODE SHEE-TROCK.J ......... .. �. ...... ....... N.. . o� A-11 i ON WALLAND CEILING S Q DINING cN-1 CN -105 RM 102 i : SHEAR WALL ® o SHEAR WALL 12'-0" 4 1/2" -24'-7 1/2., 0 EGRESS �o Vif DH 10410 �'�8 611E ; / - „r SHEAR WALL HEARaNA HEy4R11VA!_L :SHEAR WALL GARAGE WALLS V— UNFINISHED A w GARAGE RM 112 n- All �a o � -6„ �„ �� ,� N DECCID — H >y A-111 w 2 0 SEAL: BRED ARc, C' o _ SEE SDA/S106 FOR ; y DECK DETAILS. NO RAILS. Z V U o. t 0726 0 N jo W CHATHAM < r� 0 6" RISE/12" RUN m \ 8 MASS ti -8,_0„ A 8 000? - 16' -6" ' 8' 1'-0" 42'-0 1/2" CLIENT: 6-0 INSULATED FIBERGLASS Terry& Carol Ullram 12 0 FLUSH 4 PANEL GARAGE DOOR 15 Robin Road C B A F West Yarmouth, MA. A-1 os A-los A -1o8 A-111 1 FIRST FLOOR PLAN 1/4 1'-0" new residence CONSTRUCTION NOTES CONTRACTOR NOTES SYMBOLS DATE: CN -105: GAS FIREPLACE TO BE DETEREMINED BY CN -109: PROVIDE AQUATIC 1423C OR SIMILAR 34" OWNER. OPENING PROVIDED IS 3'11 WIDE X 1`91/2" DEEP X 42" WIDE X 72" HIGH ACRYLIC ONE PIECE DEEP X 4' HIGH. PROVIDE DUCTINGNENTING AND SHOWER UNIT. PROVIDE CONTROLS, VALVE AND 1. VERIFY ALL DIMENSIONS ON SITE s� SMOKE DETECTOR N CN -101: KITCHEN CABINETS AND APPLIANCES. SEE MAINTAIN ALL REQUIRED CLEARANCES TO SHOWER HEAD. 03127/20'r CONSTRUICTION SE 7 GENERAL NOTES 11: EQUIPMENT FOR APPLIANCE COMBUSTIBLES 2. EXTERIOR DIMENSIONS ARE TO FRAME 06/05/2017 REVISED CON DOC LIST. PROVIDE BUDGET FOR 12.5' BASE CABINETRY, CN -110: PROVIDE 2'9 WIDE X 21" DEEP X 34" H VANITY ® CARBON MONOXIDE DETECTOR 17' WALL CABINETS AND 16'-6" X 2'-1" OF 1 1/4" TH. CN -106: STAIRS, LANDINGS & RAILS - PROVIDE STAIRS AND STONE COUNTER. USE 1 1/2" SPACER OFF LEFT 3. INTERIOR DIMENSIONS ARE TO FINISH PLASTER ALL 9 STONE COUNTER AND 4" X 3/4" TH. BACKSPLASH. AS DIMENSIONED IN S-101 AND SECTION D. 8" RISE WALL. PROVIDE UNDERMOUNT SINK AND MONOBLOCK HEAT DETECTOR INTERIOR WALLS ARE 4 1/2" TH. UNLESS OTHERWISE AND 9" RUN. 3/4" TH. HARDWOOD TREADS AND FAUCET. NOTED. 5 CN -102: 3' WIDE X 8' LONG TALL WORKING AND DINING SCOTIA, PTD POPLAR RISER AND SKIRTS. PROVIDE 34" PROVIDE TOILET. ©Arch-33Inc 2017 TABLE. TO BE SELECTED AND PURCHASED BY OWNER. H RAIL ON WALL BRACKETS AT EXTERIOR WALL. OPEN PROVIDE ACCESSORIES: 1- T.P. HOLDER, 1 -ROBE FAN - FRAMED RAIL TO BE 34" HIGH AND CAPPED W HOOK ON DR, 1 30" & 1 - 24" TOWEL BAR. 4. PROVIDE SOLID BLOCKING AT THE FOLLOWING v CN -103: T-6" WIDE X 18" HIGH BASE CABINET W/ HARDWOOD TO MATCH TREADS. LOCATIONS: VENT FIRST FLOOR E DRAWER AND 1 1/4" TH STAINED WOOD TOP. TO BE CN -111: PROVIDE BUDGET FOR 4'-0" X 4'-0" X 6-311 HIGH REMOVED AFTER CONSTRUCTION OF GARAGE. CN -107: PROVIDE ONE -12" SHELF ON 1 X 6 LEDGER OUTDOOR SHOWER ENCLOSURE AND FIXTURE. A. BEHIND ALL WALL HUNG CABINETRY. AT 64" H. PROVIDE 1 5/16" WD ROD ON ROD SUPPORTS PROVIDE 12" DEEP GRAVEL BENEATH FRAMED 2 X _ B. BEHIND ALL RAIL MOUNTING POINTS. ALL SMOKE DETECTORS TO BE PLAN CN -104. DINING AREA CABINETS. PROVIDE BUDGET PALLET ON GRADE W/ MAHOGANY DECKING N FOR 4'6 BASE & WALL CABINETRY AND 1 1/4" TH. CN -108: PROVIDE ONE - T-6" L. 12" SHELF ON 1 X 6 C. ABOVE ALL BEARING WALLS REQUIRING FIRE STOPS. PHOTOELECTRIC STONE COUNTER AND BACKSPLASH. LEDGER AT 64" H. AND ONE - 3'-6" L. 10" SHELF ON 1 X 2 CN -112: FOUNDATION TO BESET AT JUST BELOW D. ALL STAIR WALLS AT STRINGER HEIGHT. LEDGER AT 77" H. PROVIDE 1 5/16" WD ROD ON ROD GRADE. PROVIDE PRECAST 6' WIDE X 3'6 (LANDING A 103 SUPPORTS. PROVIDE 77 H. 1'3" WIDE X 1'3" DEEP ADJ SIZE) STOOP AND STEPS ON FOUNDATION. SEE E. ALL CLOSET END WALLS AT RAIL HEIGHT (64")' n SHELVING UNIT. SEE PLAN. SECTION B. j ENTRY ROOF AND C STOOP BELOW —\ B A F Arch-itect's 33 Inc. A-108 A-108 A-108 A-111 38'4" Chris Cannon AIA .1014" 27'-8" Box 201, Chatham MA 02633 (ph)508-430-2200 6'-0" 15 8 6-0 ccannon@arch33.com 2'-3 1/2" H WALL T-10.. T-10.. .2'-3 1/2" H WALL ........ CN 203 ............ EDGE QF ROOF ..................... E -- --, 01 �------;------- A-108 b 34" H RAILS �� WD 2446 O.D. SHWR BELOW /%% //Aryt%y / ; sf ;/ ii / as 9y d!r%1, 2-2:X6PLATE TEMPER CN -201 DN I LIN ATTIC STORAGE - N J D ....................................... ... .. M `�' RM 203 RM 201At 2 4 NF T' A r... y ............: D A-109 ; 2 0 ru, INSULATED y 20 CLO io RM 207 8° o RM 202 A 109 41/2 4'-41/ " iv 3.,0.. 4 4112" CN -202 J- . rk. „ .<,,,:; sr„ c,n„-. H� �, -,.;, ::.--;'�moi „;. �^,.-,..-.v+ a..------------- 20- - - - - - - - - 3-2X6 -► 20 20 1 - -1-2X4 4'11” i 1-2X4 i5o -•- ---- EDGE OF SLOPED N HALL �EDGE OF. SLOPED 1 CEILING SD `a�O`� RM 208 �66' s° CEILING: : rn a o O �Q O04 ATTIC cN-2o2 t 20 �,�N ; p RM 209 CENTER DR INSULATED 2-2X4 ON HALL RIDGE GABLE. WALL.. ..... . . _ o - BULKHEAD BELOW L - - - - A-111 BEDROOM 3 1 N BA.' BEDROOM 2 RM 206 I RM 205 RM 204 q 2 X 6 WALL —� 0 O CN -204 N cqff y CN -206 rn CN -205 o y F :- A-111 :..... �. .. ���� . . . JCV ��� ................ i' 10'-6.. O 4'-11" 10'-6.,: o : J� TEMPER • %/7/ j N 2.- 2 X 6 PLATE y%, � V 2ND FLOOR EXTE OR WDH2 046-2 31 WDH2 046-2 - - ; - - _ WALL SETBACK 1'0' FROM 05 i i i i 04 03 I b 1ST FLOOR WALL EDGE OF ROOF L--------- ---J ; . 1 GAS F.P. ENCLOSURE BELOW 1 1 1 1 :10'-4" 5'_g" V-11" 5'-9" m SLAB BELOW H A-111 `II 10 12 SEAL: ED A 1, 10:12p\CCN � oPHE�cyJj� DECK <L �h , C BELOW ; r U No. 10726 0 CHATHAM, Z MASS 10.-4, 27-8 , (1% j Mp' 1 38'-0'. ; GABLE WALL CLIENT: Terry&Carol Ullram 15 Robin Road C B A F West Yarmouth, MA. A-los A-los A-1 o8 A-111 SECOND FLOOR PLAN 1/4.. 1 1_011 new residence CONSTRUCTION NOTES CONTRACTOR NOTES SYMBOLS DATE: 1. VERIFY ALL DIMENSIONS ON SITE SMOKE DETECTOR N CN -201: SEE SECTION D /LINEN CLOSET FOR CN -204: PROVIDE 2'6 WIDE X 21" DEEP X 34" H VANITY SD r,3o�v;7 y SHELVING DIMENSIONS. 3 -15" D. AND 1 - 12" D ON 1 X AND STONE COUNTER. USE 1 1/2" SPACER OFF LEFT 2. EXTERIOR DIMENSIONS ARE TO FRAME 06/05/2017 REVISED CON DOC 2 LEDGER. WALL. PROVIDE UNDERMOUNT SINK AND MONOBLOCK ® CARBON MONOXIDE DETECTOR a FAUCET. 3. INTERIOR DIMENSIONS ARE TO FINISH PLASTER ALL E CN -202: CLOSETS 202 & 207. SEE SECTION A/ CLOSET PROVIDE TOILET. INTERIOR WALLS ARE 4 1/2" TH. UNLESS OTHERWISE ® HEAT DETECTOR 2 SHELVING DRAWING FOR DIMENSIONS. 3 - 15" D. PROVIDE ACCESSORIES: 1- T.P. HOLDER, 1 - ROBE SHELVES ON 1 X 2 LEDGER AT SIDE OF EACH CLOSET. HOOK ON DR, 1 30" & 1 - 24" TOWEL BAR. NOTED. PROVIDE ONE -12" SHELF ON 1 X 6 LEDGER AT 4'10 Q FAN ©Aron -33 Inc 20�� 1/2" H. OR FOLD IN CEILING. PROVIDE 1 5/16" WD ROD CN -205: PROVIDE AQUATIC #6032SMIN OR SIMILAR 60" 4. PROVIDE SOLID BLOCKING AT THE FOLLOWING v ON ROD SUPPORTS X 32" X 18" HIGH ACRYLIC ALCOVE BATH UNIT. LOCATIONS: QV VENT PROVIDE SOLID SURFACE SHOWER WALL PANELS SECOND f CN -203: SEE CN -106 IST FLOOR CONSTRUCTION ABOVE TUB TO 72" HT MIN. CUTAROUND WINDOW. A. BEHIND ALL WALL HUNG CABINETRY. NOTES FOR STAIR INFORMATION VALVEW TRIM TUB FFIILBE PVC. PROVIDE LER & SHOWER HEAD. DNTROLS B. BEHIND ALL RAIL MOUNTING POINTS. FLOOR PLAN ALL SMOKE DETECTORS TO BE C. ABOVE ALL BEARING WALLS REQUIRING FIRE STOPS. PHOTOELECTRIC CN -206: 22" X 30" ATTIC ACCESS PANEL IN CEILING. iE ATTIC IS INSULATED. D. ALL STAIR WALLS AT STRINGER HEIGHT. A 104 E. ALL CLOSET END WALLS AT RAIL HEIGHT (64"). C B A F Arch-itect's 33 Inc. A-108 A-108 A-108 A-111 Chris Cannon AIA 10'-7 1/2" 3 1/2": Box 201, Chatham MA 02633 31/2" 1o'-01/2" 31/2" _ 8'-101/2" 31/2" 8'-101/2" 31/2" (ph)508-430-2200 FINISH WIDTHS II ccannon@arch33.com GROIN -UPPER ROOF ENDS ENTRY ROOF: GROIN - LOWER ROOF ENDS SEE ELEVATIONS BOTTOM EDGE OF UPPER ROOF BOTTOM EDGE OF UPPER ROOF E BOTTOM EDGE OF LOWER ROOF 6:12 6:12 ' PVC GROIN LOCATION ............ . ................ A-108 rol i i GA WALL i i i SEE D-3 RAKE DETAIL IVI N! lei iv IAI SHEET 109 �rV-------------=---------- - - - - -- 11--- --------------- ---- -------------- .- - ------ - - - -�M O.D. SHWR BELOW r ------ :--------------- ----------------- --------------- -_ ----- ----- --------------- 10: ; -------- ---- 10 : 12 PITCH 10: 12 PITCH a D , Q U p A-109 F• i D PROVIDE ICEAND•WATER o a SHIELD AS WATERPROOF Q MEMBRANE BENEATH ALL LWOVEN VALLEYS : - Q RIDGECAP o • w NO ATTIC VENTING REQUIRED IF m, o y RAFTER CAVITIES RECEIVE Q j ...SPRAY_F.OAUAS-SPEWIED G RIDGECAP A-111 BULKHEAD BELOW v m a ; NO 1 I F ................. i .--------; -----� ao � 013 - -- - - LYWOOD LYW .. .........A-111 /8"5CD R OF SHEAHI (TYP.)L _ - _ STAG ER JOINTS 4'0" Li n Li --;--P OVIDE#5ARPAPE BENEAHALLSHIN L S L_-_________ --- _______________ _______-_-_-___________-- - -- - - - - -- -- IAI t ------ ------ ----------LI---------------------------------------------------------------- - ---- ARCHITECTURAL SPHALTSHINGLEST 1TT A BOTTOM EDGE OF LOWER ROOF BOTTOM EDGE OF UPPcR ROOF GROIN -UPPER ROOF ENDS GAS F.P. ENCLOSURE BELOW. FLAT ROOF WITH RUBBER. GROIN - LOWER ROOF ENDS MEMBRANE. PITCH 1% MIF:. ; ; GARAGE ROOF : BELOW H A-111 SEAL: . ED SRC ���S��OPHEgC DECK BELOWU No. 10726 O -� CHATHAM, MAS9 OF MPc�,P NCLIENT: Terry& Carol Ullram 15 Robin Road C B A FWest Yarmouth, MA. A-108 A-108 A-108 A-111 ROOF PLAN 1/4" = 1'-0" new residence DATE: c Ci 0312742017 CONSTRUGTION SET 06/05/2017 REVISED CON DOC LO0 E m ©Arch -33 Inc 2017 li. 'B M U_ E m 0 e ROOF PLAN A-105 M ii �� 8" FTG v �lU� C ----- -- ----J E EAST ELEVATION 1/4" = 1'-0" t ----� - -- - - ----------- - - - - L, -- -- - - - -�T - 'T --------- �, D-4 ENTRY BRACKET DETAIL 111 _ 11_011 SH i TOP OF RIDGE CONC. FOOTING (TYP) ; — _TOP OF SLAB - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T---T' Lr - - - - - -. - - - - - - - - - - - - - - T'- - - -.- I L__________________1______,_________---_------_________-__-_____ S SOUTH ELEVATION I -------------------- --------------------- ------- -----------t �-------------------1� Ir- ' I I-------------------1_i-------------------� WWEST ELEVATION 1/4" _ 11_011 --------- TL --------------- T I -------------L-F------------------------ LT --------- ----_____ _L__________---I---------------------------L____________J Arch-itect's 33 Inc. Chris Cannon AIA' Box 201, Chatham MA 02633 (ph)508-430-2200 ccannon@arch33.com SEAL: ED ARC OPHEgC �i 9Z��► D NO. 10726 O -i CHATHAM,l ti OF CLIENT: Terry& Carol Ullram 15 Robin Road West Yarmouth, MA. new residence DATE: 0312712017 CONSTRUCTION SE 06/05/2017 REVISED CON DOC © Arch -33 Inc 2017 ELEVATIONS A-107, 0 0 0 o T III C SECTION 1/4" = 1'-0" E SECTION 1/2" 1'-0 A-108 l 0 0 0 o T III C SECTION 1/4" = 1'-0" E SECTION 1/2" 1'-0 A-108 CHAXAM, 'e MASS JO D SECTION 3/8" 1'-0" CLIENT: Terry& Carol Ullram BIRDSMOUTH CLOSED CELL SPRAY BIRDSMOUTH CLOSED CELL SPRAY DIMENSION FOAM INSULATION DIMENSION FOAM INSULATION ARCHITECTURAL GRADE 1'-0" 6" 15 Robin Road BLOCK TO STOP INSULATION ARCHITECTURAL GRADE 12 1, 6, 6„ BLOCK TO STOP ASPHALT SHINGLES 10 7/16" West Yarmouth, MA. ASPHALT SHINGLES 1'-4 7/16" INSULATION 3/16" 7 ARCHITECTURAL GRADE 7 3/8" 91/16" #15 TAR PAPER 1/4" FIBERGLASS INSULATION ASPHALT SHINGLES 1 #15 TAR PAPER FIBERGLASS 11@W l"G'Slde17CE INSULATION PAINTED PVC 1 X 4 5/8" THICK PLYWOOD SIMPSON H3 HURRICANE TIE OUTER RAKE 5/8" THICK PLYWOOD SIMPSON H3 SHEATHING DATE: SHEATHING HURRICANE TIE PAINTED PVC 1 X 8 - ALUM DRIP EDGE 2-2X 6 PLATES INNER RAKE N ALUM DRIP EDGE CEILING JOIST nvT 1 X 3 PAINTED PVC 1 X 4 SLOPED 3/4" THICK T& G ALUM DRIP EDGE ,_ OUTER FASCIA ADVANTECH SUBFLOOR 06/05/2017 REVISED CON DOC ----- -� r� PAINTED PVC 1 X 4 NAILER 1 X 3 STRAPPING 90° 19 N SLOPED OUTER FASCIA 90°' * PAINTED PVC 1 X 8 SLOPED I 1 X 3 NAILER SPRAY FOAM @ zo - o PAINTED PVC 1 X 8 R:"` 1/2" SHEETROCK. INNER FASCIA S> BAND INTERIOR 90° E T SLOPED INNER FASCIA S WALLS & CEILING PAINTED PVCBOTTOM OF SOFFIT BEYOND �'/ RIPPED 1 X 8 SOFFIT 1 1/4" TH. LSL BAND ©Arch -33 Inc 2017 PAINTED PVC 1 X 6 2- 2 X 6 PLATES PVC GROIN INTEGRAL W/ LL SLOPED SOFFIT PAINTED PVC 1 X 4 FRIEZE I JOIST CORNERBOARD (0 PAINTED PVC 1 X 10 PAINTED 1 X 3 CASING TIGHT TO SOFFIT pn SOFFIT WHITE CEDAR SHINGLES PLYWD SHEATHING BEYOND ' E?1 — PAINTED PVC 1 X 3 INSULATED 2- 2 X 8 SEE SECTION A FOR COURSING X 3 STRAPPING D FRIEZE TIGHT TO SOFFIT BOX HEADER " PAINTED PVC 1 X 4 � SECTIONS o — WATERPROOF MEMBRANE p 1/2" SHEETROCK. WALLS CORNERBOARDS 6 ANDERSEN WOODWRIGHT & CEILING WHITE CEDAR SHINGLES w SERIES WINDOW 1/2" CDX PLYWOOD INSULATED BOX HEADER AT 1ST FLOOR SEE SECTION A FOR COURSING 3 1/2" A 109 °' D-1 1'-6" SOFFIT DETAIL 1" = 1'-0" D-2 1'-0" SOFFIT DETAIL 1" = 1'-0" D-3 RAKE DETAIL 1 �r _ 1,_0" ° b la: N LO E E 5 a� CuLL 2 5 0 4F zt "' A -11a, �• PTD 1 X 3 APRON /8" 7/8" SHAKER STICKING PTD 1 X 3 SIDE CASING PTD 1 X 4 BASEBOARD INTERIOR WINDOW INTERIOR DOOR -1 INTERIOR WINDOWAND DOOR 1" = 1'-0 INTERIOR DOOR SCHEDULE - FIRST FLOOR EXTERIOR DOOR SCHEDULE - FIRST FLOOR MARK QUANT. ORDER # HAND DESCRIPTION ROOM ROUGH OPENING JAMB HARD- WARE DOOR THICKNESS HARD- 10 1 2668 LH PTD. SIMPSON #762 HINGED 4 PANEL DR. RM 104 2'8 1/2" X 6'10 1/2" 49/16" WALLTH. PASSAGE 1 3/8" THICK WARE 10 1 2666 LH PTD. SIMPSON #762 HINGED 4 PANEL DR. RM 105 2'8 1/2" X 6'8 1/2" 4 9/16" WALLTH. PASSAGE 1 3/8" THICK PASSAGE 10 1 2668 RH PTD. SIMPSON #762 HINGED 4 PANEL DR. RM 106 2'8 1/2" X6'10 1/2" 4 9/16" WALLTH. PRIVACY 1 3/8" THICK PASSAGE 10 1 4068 NA PTD. SIMPSON #762 HINGED 4 PANEL DBL DR. RM 107 4'2 1/2" X 610 1/2" 4 9/16" WALLTH. DUMMY 1 3/8" THICK .31 10 1 2468 RH PTD. SIMPSON #762 HINGED 4 PANEL DR. RM 108 2'6 1/2" X 610 1/2" 4 9/16" WALLTH. BATH PRIVACY 1 3/8" THICK PRIVACY 10 1 2868 7.9 CASED OPENING RM 111 '10 1/2" X 6'10 1/2' 69/16" WALLTH. AND. WOODWRIGHT SERIES DBL -HUNG UNIT WALL TH. 31 INTERIOR DOOR SCHEDULE - SECOND FLOOR EXTERIOR DOOR SCHEDULE - FIRST FLOOR MARK QUANT ORDER # DESCRIPTION ROOM FRAME SIZE JAMB SCREEN NOTES SHGC HARD- DOOR U VAL. MARK QUANT. ORDER # HAND DESCRIPTION ROOM ROUGH OPENING JAMB WARE THICKNESS I V 20 1 2468 RH PTD. SIMPSON #762 HINGED 4 PANEL DR. RM 208 2'6 1/2" X 6'10 1/2" 4 9/16" WALLTH. PASSAGE 1 3/8" THICK RM 204 20 1 2462 RH PTD. SIMPSON #762 HINGED 4 PANEL DR.' RM 202 2'6 1/2" X 6'4 1/2" 4 9/16" PASSAGE 1 3/8" THICK 6 9/16"✓ AND. WOODWRIGHT SERIES DBL -HUNG UNIT PS81611L RM 204 2'-11 5/8" X 4'-8 7/8" 10.05 6'11"X 8'0 3/4" 2 UNITS W/ 3 1/2" STUD POCKET WALLTH. .31 28.14 _29 20 1 2666 LH PTD. SIMPSON #762 HINGED 4 PANEL DR. RM 204 2'8 1/2" X 6'8 1/2" 49/16" PRIVACY 1 3/8" THICK WDH210410 AND. WOODWRIGHT SERIES DBL -HUNG UNIT 7.9 RM 103 2'-11 5/8" X V-0 7/8" 6 9/16" ✓ AND. WOODWRIGHT SERIES DBL -HUNG UNIT WALL TH. 31 15.05 6 9/16" WALLTH. 20 1 2466 RH PTD. SIMPSON #762 HINGED 4 PANEL DR. RM 205 2'6 1/2" X 6'8 1/2" 4 9/16" WALLTH. BATH PRIVACY 1 3/8" THICK 20 1 2666 RH PTD. SIMPSON #762 HINGED 4 PANEL DR. RM 206 2'8 1/2" X 6'8 1/2" 49/16" WALLTH. PRIVACY 1 3/8" THICK ✓ 20 1 2462 LH PTD. SIMPSON #762 HINGED 4 PANEL DR. RM 207 2'6 1/2" X 6'4 1/2" 4 9/16" WALLTH. PASSAGE 1 3/8" THICK 2-1011/2" X 6'11" zo 1 2050 LH PTD. SIMPSON #762 HINGED 4 PANEL DR. RM 209 2'2 1/2" X 5'2 1/2" 6 9/16" KEYED 1 3/8" THICK AND. WOODWRIGHT SERIES DBL -HUNG UNIT RM 108 T-5 5/8" X 4'-8 7/8" 6 9/16" ✓ TEMPER -HAZARDOUS LOCATION 28 WALLTH. 11. ALIGN TOP OF WINDOWS AND DOORS THROUGHOUT 4.3/4" HP LOW E4 GLASS 20 1 2040 RH PTD. FLUSH SOLID HINGED DR. RM 209 22 1/2" X 42 1/2" 4 9/16" KEYED 1 3/8" THICK 1 3/4" THICK 10 1 WDH2446 AND. WOODWRIGHT SERIES DBL -HUNG UNIT STAIR 2'-5 5/8" X 4'-8 7/8" 6 9/16 WALLTH. TEMPER -HAZARDOUS LOCATION 28 INTERIOR DOOR NOTES 11.70 REQUIRED CONSTRUC"i ION BY ANDERSEN. PROVIDE DD -BOLT OR AMBIGUOUS, CONTACT ARCH 33 BEFORE PROCEEDING 1. PRIMED AND PAINTED FINISH STUD POCKETS BETWEEN UNITS PER NOTES WITH THAT ASPECT OF THE WORK. WALL TH. 2. HARDWARE FINISH TO BE DETERMINED .07 .38 .31 NAILING FINS 3. BATHS - SPLIT FINISH HARDWARE AS REQUIRED . 10 2 WDH24310 AND. WOODWRIGHT SERIES DBL -HUNG UNIT 4. SHIM JAMBS AT ALL CORNERS, HINGES AND STRIKES 2'-5 5/8" X 4'-0 7/8" 6 9/16" TOTAL 5. PAINTED 1 X 3 CASINGS .38 17.75 EXTERIOR ANDERSEN PERMASHIELD DOOR NOTES 6. SOLID DOUBLE RABBET JAMBS 1. EXTERIOR COLOR: WHITE 2.3/4" HP LOW E4 GLASS 9. USE ICE AND WATER STRIPS TO FLASH AT ALL NAILING FINS WINDOW SCHEDULE - FIRST FLOOR EXTERIOR DOOR SCHEDULE - FIRST FLOOR MARK QUANT ORDER # DESCRIPTION ROOM FRAME SIZE JAMB SCREEN NOTES SHGC U VAL. AREA U VAL. 101 1 WDH2446 AND. WOODWRIGHT SERIES DBL -HUNG UNIT RM 101 2'-5 5/8" X 4'-8 7/8" 6 9/16"✓ RM 208 2'-5 5/8" X 4'-8 7/8" 6 9/16" WALL TH. I V 11.70 .28 .31 11.70 .01 20 1 WDH2446 WALLTH. RM 204 .28 .31 WALLTH. DD -BOLT 10 1 WDH24310 AND. WOODWRIGHT SERIES DBL -HUNG UNIT RM 111 2'-5 5/8" X 4'-0 7/8" 6 9/16"✓ AND. WOODWRIGHT SERIES DBL -HUNG UNIT PS81611L RM 204 2'-11 5/8" X 4'-8 7/8" 10.05 6'11"X 8'0 3/4" 2 UNITS W/ 3 1/2" STUD POCKET 28 .31 28.14 _29 0 WALLTH. AX31 ANDERSEN 400 SERIES AWNING .28 .31 2' 11 15/16" X 2'-7 1/2" 6 9/16"✓ WALLTH. 10 2 WDH210410 AND. WOODWRIGHT SERIES DBL -HUNG UNIT 7.9 RM 103 2'-11 5/8" X V-0 7/8" 6 9/16" ✓ AND. WOODWRIGHT SERIES DBL -HUNG UNIT 28 31 15.05 6 9/16" WALLTH. v/ 2 UNITS W/ 3 1/2" STUD POCKET .28 .31 28.14 D WALLTH. WDH24310 AND. WOODWRIGHT SERIES DBL -HUNG UNIT RM 209 2'-5 5/8" X 4'-0 7/8" 6 9/16 WALLTH. 10 1 AX231 ANDERSEN 400 SERIES TWIN MULLED AWNING RM 106 V-11 5/8" X T-7 1/2" 6H ✓ .28 .31 86.03 15.70 .29 .29 11.6 RH WINDOW NOTES RM 112 2-1011/2" X 6'11" WA9/L 1. ANDERSEN 400 AND WOODWRIGHT SERIES' t 3/4" THICK' .29 .29 2. EXTERIOR COLOR: WHITE 17.75 10 1 WDH2446 AND. WOODWRIGHT SERIES DBL -HUNG UNIT RM 108 T-5 5/8" X 4'-8 7/8" 6 9/16" ✓ TEMPER -HAZARDOUS LOCATION 28 11.70 11. ALIGN TOP OF WINDOWS AND DOORS THROUGHOUT 4.3/4" HP LOW E4 GLASS 11 - 1 2868 WALLTH. UNLESS SHOWN OTHERWISE ON ELEVATIONS RM 112 5. WHITE HARDWARE .31 KEYED/ 1 3/4" THICK 10 1 WDH2446 AND. WOODWRIGHT SERIES DBL -HUNG UNIT STAIR 2'-5 5/8" X 4'-8 7/8" 6 9/16 / TEMPER -HAZARDOUS LOCATION 28 13. IF ANY WORK OR SPECIFICATION SHOWN IS UNCLEAR 11.70 REQUIRED CONSTRUC"i ION BY ANDERSEN. PROVIDE DD -BOLT OR AMBIGUOUS, CONTACT ARCH 33 BEFORE PROCEEDING STUD POCKETS BETWEEN UNITS PER NOTES WITH THAT ASPECT OF THE WORK. WALL TH. v .07 .38 .31 NAILING FINS .29 10 2 WDH24310 AND. WOODWRIGHT SERIES DBL -HUNG UNIT RM 112 2'-5 5/8" X 4'-0 7/8" 6 9/16" TOTAL .14 .38 17.75 EXTERIOR ANDERSEN PERMASHIELD DOOR NOTES GENERAL EXTERIOR DOOR NOTES 8. PTD AZEK 1 X 4 CASING AT FRONT DOOR 1. EXTERIOR COLOR: WHITE 2.3/4" HP LOW E4 GLASS 9. USE ICE AND WATER STRIPS TO FLASH AT ALL NAILING FINS WALL TH. 3. HARDWARE TO BE DETERMINED 10. PAN FLASH ALL SILLS PER MANUFACTURER'S RECOMMENDATION 4. FACTORY EXTENSION JAMBS AS REQUIRED 11. ALIGN TOP OF WINDOWS AND DOORS THROUGHOUT UNINSULATED GARAGE UNLESS SHOWN OTHERWISE ON ELEVATIONS 5. 1 X 5AZEKAPRON BENEATH SILL AT EXTERIOR 10 1 WDH24310 AND. WOODWRIGHT SERIES DBL -HUNG UNIT RM 112 2'-5 5/8" X 4'-0 7/8" 6 9/16" 13. IF ANY WORK OR SPECIFICATION SHOWN IS UNCLEAR OR AMBIGUOUS, 7. NO EXTERIOR CASING WALL TH. REFERENCE ALL WINDOWS AND DOORS IN SCHEDULE TO LOCATION IN PLAN AND ELEVATION VERIFY SIZING AND ROUGH OPENINGS PRIOR TO PURCHASE AND FRAMING TOTAL .28 .31 65.20 TOTAL 29 .29 15.70 WINDOW SCHEDULE - SECOND FLOOR EXTERIOR DOOR SCHEDULE - FIRST FLOOR MARK QUANT ORDER # DESCRIPTION JAMB ROOM FRAME SIZE JAMB SCREEN NOTES SHGC U VAL. AREA 1 01 1 WDH2446 AND. WOODWRIGHT SERIES DBL -HUNG UNIT KEYED RM 208 2'-5 5/8" X 4'-8 7/8" 6 9/16" WALL TH. I V TEMPER - HAZARDOUS LOCATION .28 .31 11.70 .01 20 1 WDH2446 AND. WOODWRIGHT SERIES DBL -HUNG UNIT RM 204 2'-5 5/8" X 4'-8 7/8" 6 9/16" WALL TH. WALLTH. DD -BOLT 28 .31 11.70 .38 20 2 1 WDH21046 AND. WOODWRIGHT SERIES DBL -HUNG UNIT PS81611L RM 204 2'-11 5/8" X 4'-8 7/8" 6 9/16" WALLTH. 6'11"X 8'0 3/4" 2 UNITS W/ 3 1/2" STUD POCKET 28 .31 28.14 _29 0 1 AX31 ANDERSEN 400 SERIES AWNING RM 205 2' 11 15/16" X 2'-7 1/2" 6 9/16"✓ WALLTH. TEMPER < HAZARDOUS LOCATION 29 .29 7.9 20 2 WDH21046 AND. WOODWRIGHT SERIES DBL -HUNG UNIT 10 RM 206 2'-11 5/8" X 4'417/8" 6 9/16" WALLTH. v/ 2 UNITS W/ 3 1/2" STUD POCKET .28 .31 28.14 D 1 WDH24310 AND. WOODWRIGHT SERIES DBL -HUNG UNIT RM 209 2'-5 5/8" X 4'-0 7/8" 6 9/16 WALLTH. 28 31 10.05 TOTAL .28 .31 86.03 TOTAL .29 .29 11.6 RH WINDOW NOTES RM 112 2-1011/2" X 6'11" 4 11/16" 1. ANDERSEN 400 AND WOODWRIGHT SERIES' t 3/4" THICK' 9. PAINTED 1 X 3 CASINGS AND APRONS .02 2. EXTERIOR COLOR: WHITE 17.75 10. PAN FLASH ALL SILLS PER MANUFACTURER'S RECOMMENDATION 3. INTERIOR FINISH: PRIMED WALLTH. 11. ALIGN TOP OF WINDOWS AND DOORS THROUGHOUT 4.3/4" HP LOW E4 GLASS 11 - 1 2868 LH UNLESS SHOWN OTHERWISE ON ELEVATIONS RM 112 5. WHITE HARDWARE 6 9/16" KEYED/ 1 3/4" THICK .14 12. USE INSTALLATION CLIPS AND HARDWARE AS 17.75 6. FACTORY EXTENSION JAMBS REQUIRED BY MANUF. 7. ALL MULLED UNITS TO BE PREASSEMBLED WITH 13. IF ANY WORK OR SPECIFICATION SHOWN IS UNCLEAR REQUIRED CONSTRUC"i ION BY ANDERSEN. PROVIDE DD -BOLT OR AMBIGUOUS, CONTACT ARCH 33 BEFORE PROCEEDING STUD POCKETS BETWEEN UNITS PER NOTES WITH THAT ASPECT OF THE WORK. 8. USE ICE AND WATER STRIPS TO FLASH AT ALL .07 .38 21.00 NAILING FINS .29 .30 109.84 NOTE LOCATIONS IN PLAN AND SCHEDULES FOR WINDOWS REQUIRED TO BE TEMPERED FOR HAZARDOUS LOCATION REFERENCE ALL WINDOWS AND DOORS IN SCHEDULE TO LOCATION IN PLAN AND ELEVATION .47 VERIFY SIZING AND ROUGH OPENINGS PRIOR TO PURCHASE AND FRAMING. *ROUGH OPENINGS NOT SHOWN IN SCHEDULE* TOTAL .14 EXTERIOR DOOR SCHEDULE - FIRST FLOOR EXTERIOR DOOR SCHEDULE - FIRST FLOOR MARK QUANT. ORDER # HAND DESCRIPTION ROOM ROUGH OPENING JAMB HARD- WARE DOOR THICKNESS NOTES SHGC U VAL. AREA U VAL. 0 1 3068 RH THERMATRU #TS214 4 PANEL STEEL DR RM 001 3'2 1/2" X 6'10 1/2" 4 9/16" WALLTH KEYED 1 3/4" THICK 3'2 1/2" X 7'2 1/2" .01 .14 20.00 TOTAL .01 .14 20.00 EXTERIOR DOOR SCHEDULE - FIRST FLOOR MARK QUANT. ORDER # I HAND DESCRIPTION ROOM ROUGH OPENING JAMB HARD- WARE DOOR THICKNESS NOTES SHGC U VAL. AREA t0� 1 3070 I LH SIMPSON FIR #6803 TWO PANEL 3 LITE DOOR RM 104 3'2 1/2" X 7'2 1/2" 69/161, KEYED/ t 3/4" THICK 21.00 WALLTH. DD -BOLT .07 .38 10 1 PS81611L LH ANDERSEN PERMASHIELD GLIDING PAT. DR. RM 103 6'11"X 8'0 3/4" 69/16'. _29 54.92 WALL TH. .30 10 1 PS81611R RH ANDERSEN PERMASHIELD GLIDING PAT. DR. RM 106 6'11"X 8'0 3/4" 6 9/16" 54.92 WALLTH. .29 .30 11 1 2668 RH SIMPSON #762 20 MINUTE FIRE RATED DOOR RM 112 2-1011/2" X 6'11" 4 11/16" KEYED t 3/4" THICK' PAINT GRADE .02 47 17.75 WALLTH. 11 - 1 2868 LH SIMPSON FIR #7504 1 PANEL 4 LITE DOOR RM 112 210 1/2" X 6'11" 6 9/16" KEYED/ 1 3/4" THICK .14 .38 17.75 WALLTH. DD -BOLT TOTAL .07 .38 21.00 TOTAL .29 .30 109.84 TOTAL 02 .47 17.75 TOTAL .14 .38 17.75 EXTERIOR ANDERSEN PERMASHIELD DOOR NOTES GENERAL EXTERIOR DOOR NOTES 8. PTD AZEK 1 X 4 CASING AT FRONT DOOR 1. EXTERIOR COLOR: WHITE 2.3/4" HP LOW E4 GLASS 9. USE ICE AND WATER STRIPS TO FLASH AT ALL NAILING FINS 3. HARDWARE TO BE DETERMINED 10. PAN FLASH ALL SILLS PER MANUFACTURER'S RECOMMENDATION 4. FACTORY EXTENSION JAMBS AS REQUIRED 11. ALIGN TOP OF WINDOWS AND DOORS THROUGHOUT UNLESS SHOWN OTHERWISE ON ELEVATIONS 5. 1 X 5AZEKAPRON BENEATH SILL AT EXTERIOR 12. USE INSTALLATION CLIPS AND HARDWARE AS REQUIRED BY MANUF. 6. PROVIDE WHITE DRIP CAP 13. IF ANY WORK OR SPECIFICATION SHOWN IS UNCLEAR OR AMBIGUOUS, 7. NO EXTERIOR CASING CONTACT ARCH 33 BEFORE PROCEEDING WITH THAT ASPECT OF THE WORK. REFERENCE ALL WINDOWS AND DOORS IN SCHEDULE TO LOCATION IN PLAN AND ELEVATION VERIFY SIZING AND ROUGH OPENINGS PRIOR TO PURCHASE AND FRAMING Arch-itect's 33 Inc. Chris Cannon AIA Box 201, Chatham MA 02633 (ph)508-430-2200 ccannon@arch33.com SEAL: ED ARC OPHEOC, �<L i U IN . 10126 O CHATHAM, MASS (Th OF CLIENT: Terry& Carol Ullram 15 Robin Road West Yarmouth, MA. new residence DATE: 03/2712017 06/05/2017 REVISED CON DOC © Arch -33 1 nc 2017 WINDOW AND DOOR A-110 6-10 1/4" WINDOW HDR HT. 1 X_ PVC APRON --\ TURN RAKE @ CORNERBOARD TO LEVEL. SLOPE TOP AND CAP — W/LEAD 8 - 12D NAILS (TYP) 5 7/16 5/8" FIRECODE SHEETROCK ON GARAGE WALLS AND CEILINGS ADJACENT TO LIVING SPACES. VERIFY LOCATIONS ON SITE a FE g 9 4" THICK SLOPED GARAGE SLAB I Arch-itect's 33 Inc. " 1 Chris Cannon AIA Box 201, Chatham MA 02633 , (ph)508-430-2200 ccannon@arch33.com I 117/8" LVL RIDGE LVL RIDGE 2 X 8 RAFTER a y 2 v 9 2-2X6POSTTORIDGE 10 M. cn / 2 X 6 GABLE WALL 3f P�IWOOT SEE D1 DE I AILS%� 2 - RIPPED 2 X 8 SPF BEAM co 1 X 6 PINE BEADBOARD 2 CEILIN S CEILING. FLUSH W/ SOFFIT ,, M _- __u ,... 2 - 2 X 12 SPF HEADER 4 2 X 8 CEILING JOISTS M - - M - M _j 0J J - 00� .... o>.. 2 X 8 JOISTS KIT HEN STE DOWN 2 X 8 JOIST STONE STEPS STACKED ON GRADE �� ��`� �,/ �// i iii //1, ,�,✓ ���� ® ° • ' ,7"--; 2„ THICK CONICDUSTCAP CRAWLS 'ACE ”' v CELLAR 14'-0" 10'-8 1/2" • F SECTION 1/4" = 1'-0" G SECTION 1/4" _ 11.01 SEAL: 117/8" LVL RIDGE ,s 12i `r 2 X 8 CEILING JOIST 10 I 8 -12D NAILS (TYP) CLIENT: 6 15/16 2 X 8 RAFTER TePPy& Carol Ullram --------------------- :ITII u, 2 -2X6 HEADER 15 ROblri Road- III III West Yarmouth, MA. III v III III ` _ - - e— III I NO DRYWALL o new residence in - III III III �. 111 (fl. III 11' DATE: " III � III III III 2 X 6 STUDS T.N - - ILL = = BEOLOW T.O MAIN FOUND - - —, -� 06/05/2017 REVISED CON DOC 14 L0co\�. R / D•" E m D - N ©Arch-331nc 2017 Cu 12'-0° GARAGE SECTIONS H SECTION 1/4" 1'-0" n a� ri A-111 C B A F Arch-itect's 33 Inc. A-108 A-108 ,: A-108 A-111 Chris Cannon AIA 38'-0" 12'-6" Box 201, Chatham MA 02633 PROVIDE CAST IN PLACE THREADED (ph)508-430-2200 RODS PER SCHEDULE LOCATED ON 21'-3° � 5'- 10.. ., 10'-11" .. 10'-8 1/2" ,1_9 1/2" ccannon@arch33.com S-106ATALL HOLDOWNS . ROD LOCATIONS3'-11" s,_9„ 8'-7 6'-2" 4'-9" ARE DIMENSIONED FROM CORNER AND — ARE 2 3/4" FROM EDGE (TYP). D . T1" FND HT. 1.:.. — .. .................. : ............... ................. rE 01 W002 003 A-108 . DROP FND 9" D DROP FND 9" — — — — — — — —I — — ----vim - -- --- -- --p _--- -- --- P=------ f7.o-- --- -- -- -- Lal --- --- Y---- p r ------p,��»���—_.-v�—'--- --- -- —.—�_�—�—�---_... wc9� _--.��_---P•^--=--- -- -- may{ -- --- co 2'-6" — I Cy')co 213'-7 1/4" 3 cog n I 32" X 20" CELLAR 32 X 20" CELLAR � I 32" X 20" CELLAR p `° ,: i ... HOPPER -UNIT ................... HOPPER.UNIT..F .—...... — _ DROP. FND.fi ... I HOPPE ry . ...... HOPPER UNIT..........?.+ ) ..:. ............ �3\7 \ ......... ...... in... in :......... D A-109 • • �, � � � � � jCZ.0 .. ... ..... T10" FOUNDATION HT.f + T10" FOUNDATION H 7'4" FOUNDATION HT. i� + , + + I T8 5/8" FND HT. _ — J L 3.5" LALLY W/ BASEPLATE :3.5" LALLY D 15'-9 3/4" , , AND LCC3.5-3.5 COLUMN CAP 6-� iD, rX{- - — — I BOLTED TO LVL BEAM. (TYP) F + +. +. _ EDGE OF SLAB } I DROP D 1 3/8" I D b I GRAVEL. I 2'6" X 2'6" X 12" D FTG 2'6' X 2'6" X 12" D FTG : +. + 3' WIDE X 2'8 HIGH L I 19 `° ; � ACCESS IN'FOUNDATION � - � e. Oji T10" FOUNDATION HT. DROP FND 6" 7 o 2" THICK.CONC. DUSTCAP. 5`? .... .................. G IN CRAWLSPACE PITCH SLAB TOWARD SOUTH. ' a ®, I I 4'0' DEEP MINIMUM TO F ...:.ZDROP ........ a.................... \. ..... .:... BOTTOM -OF GARAGE FTO; ; .... ... . TWO - # 5 REBAR IN TOP FND 1 3/8" 2 3/4I' ' ' AND BOTTOM OF WALLS. �. i I \� HOLD ROD LOCATION HOLDOWN ROD LOCATION + 7'8 5/8" FND HT. HOEDOWN ROD— LOCATION TYP D _. - ---- -- --- ---- -° - - --- -- ---- --- 00 .: C — 10x37/8"— — — — — — — — — �5� 172 r— — — —• — — — — 17-'g778'r 8 / " 38'-0" �'-11 7/16" \ ; co 3' 0 5/8" FND HT. N 38'-0" \ D \ \r-3.EO PROVIDE 1/2" DIAM. CONCRETE ANCHOR I T10" FOUNDATION HT. 105° ; o: STEP UP FOOTING 3'8" \ BOLTS @ 48" O.C. MAX. SPACING. ANCHORS I I INCREASE FTG DEPTH TO 10" AT ENDS OF WALL NOT TO EXCEED 12". I ' PROVIDE 2"X 2"X 1/4" PLATE WASHER( P) I I' : 3'10 5 8" FND HT. H \ \ A-111 1'-4 3/4" I T-0 1 /2" T-0 1 /2" T-0 1 /2" T-0 1 /2" T-0 1 /2" 1' 4 3/4" , I T m SEAL D. \ 10" DIAM CONC. PIER FOOTING. 4'0' DEEP MINIMUM. PROVIDE ABU44 ®- - - - - - - ® - - - - - - -O - - - - - - O- - - - - - - - k10"DIAM - - - - - - - b D �R7=d def POST BASE. TYPICAL� pPHERt,( ` • • . ` � .� n EDGE OF DECKABOVE PIER FTG UN FLOOR NOTE: \\ CFIA No. IHA o \ D / `� MASS • POUR 4" THICK CONCRETE SLAB. EMBED BENT • REBAR IN SLAB. THICKEN EDGES TO BEAR ON FOUNDATION BELOW. SLAB'ON 6 MIL POLY VAPORI \ �- " i Wig' P' BARRIER, SEAMS TO OVERLAP 6" MINIMUM. D / ° 1'_ n/ �, PROVIDE 6" X6" STEEL MESH THROUGHOUT.1� P CLIENT: COMPACT ALL DISTURBED SOIL BENEATH SLAB PRIOR TO POUR. PROVIDE EXPANSION JOINTS AS " REQUIRED TO MINIMIZE CRACKING. : 1.8' 1 Terry&c Carol Ullram PROVIDE #4 REBAR EMBEDDED 6'-8 1/4" 11'-7 3/8" IN FOUNDATION 12" AND BENT INTO SLAB 12" HORIZONTAL 15 Robin Road C B A FWest Yarmouth, MA. A -1o8 A -1o8 A-108 A-111 -1 FOUNDATION PLAN 1/4" 1'-0" new residence DATE: c - n3 1T ,i 06/05/2017 REVISED CON DOC a � III E m 0Arch-33 Inc 2017 N 1 Cu a I FOUNDATION - PLAN C B A F Arch-itect's 33 Inc. A-108 , , I ih t t A-108 A-108 A-111 2 X 10 LANDING JSTs t t , — _ _� Chris Cannon AIA STAIR DIAGRAM 2'-2 ' 3'-4 3., ivBox 2 .- 2 X 4 fNALL/RAIL : 01, Chatham MA 02633 135 (ph)508-430-2200 2 X 8 WINDER JSTS , ccannon@arch33.com 2X4WALLS 61/16 ..F . ,� t BALLOON FRAME WALL UP 1 - 11 7/8" LVL HDR IN <�4:• ... ............:..:..::... 1 11 7/8" LVL HDR IN :... ! .....:.. rE FLOOR INSIDE LSL BAND FLOOR INSIDE LSL BAND A-108 END OF BEARING TOILET OUT SHOWI=R DRAIN 2 IX8 BOX HDR ; WALL UP: ON 2-2X6 SILLS : : HDU8 HOLDOWN - , - - - 3-2X6.. � A-109 HDU8 HOLDOWNV_Ll ^D o m,-. ��IIII'I.iI.I•IIII�'II �.I.I...�I s��IiII�I .I.I!I—..LI_-=6— �I.IIII�II I•.I�—III��1II - IIIIIiI.II b�II.iIII.-II -JIIII.II .I..l.I!I... 1IiIIII.II I....I.I�Imo.i.II -III _TF �71T . , "_�IIII.I`I.III I.I.I...IIf�..II ��!IIIIIIIt III�III(IIIIII IIIIII III•Ii. \�3\-�4IIItIII- IIIIII ,,I,ItIIIIIIIIIIIII A- ->A"� II.III,.II.�I.I� ,— ::::.I.I�.II.II.I.II�.I� III�I•II 1I.II.II.I�I - 3-2X6 11'-3 3/4" III•ILI�.I.II.I�I IIIIi•II.I.�III..I� _III•III.�I.II.I�1IIIi.I .LI.III.I1.IIIi•II.I.II.I�I Il•II�III -.�IIIIII Li.i..II.�..I . IIIIII1.I�II. .__....I II��JIIII_O.:.IS.T —.IL IIIA GA- INI�iI�1 .S. .T_- , L S� L . @ PARALLEL BAND (TYP) 2{11 7/8" LVL _- :. I .. ... A -o ....................vI. . I . I....I5- sry.. IL..I.I.. I I. IJ. I.L4' � 2 X 8 BAND I_ I I.A10 TOPOFSPFJSTAT6 SHEAR WALL LL BELOWTOPOFIJST. EN oFRl GlrJ IIul ILI,LII II I!II2X JST 16 .C. - 1I'0" O.C. LAST 4 I II I��k>2 JOIST N BAYS. TYPICAL. � �-. I. II I ,I : IIIIIII11 III ^G IRI GI " I � F W LJ J -1 /j. r"',I II- II_I�I�F, r=, SHEAR WALL I g 5 I II II III iIICOT) NAILING TJ I. I. I.TJII 60f'J@TJI 0J@'j IJo1sTAGAINSTLSL �I I 116 @ PARALLEL BAND (TYP) HDU8 HOLDOWN EACH WAY 3-2 X 6B'bC:l�G HDU8 HOLDOWN 11 1 46 I I I 1162I 1 I EACH WAY 3-2X6 - - - - - -- - - 11 j] LL o- C-�V ..II(�I II�II, : -1IIIIIILIIII — .JIiIIiIlI�-_� :.•:: :lIILIIi�II -_-1lIILIIi�III -IIIILII�II LN— II(II IIII I --IIIII IIIII ::,•.• -. -HD—1-1 1/2" I 2LIIII IIIII Hr6_O '—OW- TO FRAME ILIII i FRAME 3f I 3 6 I 3, I I 3-X IIIII —II.II.I.• -IIIIII IIIII. I.IIII 3" BOTH ENDS - Vi -IIiIII I. II I DECK DEPTH MEASURED OFF__. co PLYWOOD SHEATHING 2 XI 0 JS�S @ I6„ O.�I I P IIIIII IiII 1IIII I - ••' _•-••,. . ••'' HI L II I I I I I I I i I A -111I BLOCKING @ END BAYS I I I I IIL I I I II I P.T. 2 X 12 INNER BAND ; SEAL: ji �AP.T. 2 X 8 OUTER BAND RJ 1Li��J�_—� L �JL�1—L1 -1- � C�9 FoPHER -0 1/2” T-0 1/2. T-0 1/2" 6'-4 13/16"3 1/4" 41'-10 9/16" 7 - ( - = - U�► No. 107M 2� 6 �0 36'-0" CHATHAM,l OC MASSN NOTCH4X4 POST TOSUPPORT FINISHED DECKING LENGTH 2 X 12 INNER BAND OF CLIENT: Terry&Carol U l lra m 15 Robin Road BWest Yarmouth, MA. A-08 A-08 A-108 A-111 FIRST FLOOR FRAMING PLAN/411 1'-0new residence SIMPSON FASTENER (HANGER) TABLE WINDOW HEADER STUDS: LOAD TABLE STRUCTURAL NOTES: CONTRACTOR NOTES DATE: ALL WINDOW HEADER SUPPORT STUDS AT EACH END OF 1. VERIFY ALL DIMENSIONS ON SITE SINGLE DOUBLE TRIPLE HEADER SHALL BE AS FOLLOWS: 1ST FLOOR 40 PSF LIVE LOAD 1. ALL WOOD IN CONTACT WITH MASONRY TO BE ^vzi047 CONSTRUr—TIGN SET C� 3 1/2" POST BASE ABU44 50 PSF LIVE + DEAD LOAD PRESSURE TREATED. 2. EXTERIOR DIMENSIONS ARE TO FRAME 06/05/2017 REVISED CON DOC 5 1/2" POST BASE ABU66 UNLESS DETAILED OR SPECIFIED OTHERWISE, 2. PROVIDE SOLID BLOCKING AT THE FOLLOWING co 2X6 LUS26 LUS26-2 LUS26-3 PROVIDE AT LEAST TWO JACK STUDS BENEATH ENDS 2ND FLOOR 30 PSF LIVE LOAD LOCATIONS: 3. INTERIOR DIMENSIONS ARE TO PLASTER 2X8 LUS28 LUS28-2 LUS28-3 OF 2X12, LVL, AND PARALLAM HEADERS AND BEAMS. 40 PSF LIVE + DEAD LOAD A. BEHIND ALL WALL HUNG CABINETRY.0 WHERE POSTS ARE CALLED OUT AS MULTIPLE 2XS,E 2X10 0 LUS210-2 LUS210-3 ROOF 25 PSF LIVE OR SNOW LOAD SUCH AS 2 -2X6,3 -2X6,4 -2X6, ETC., ONE 2X SHALL BE B. BEHIND ALL RAIL MOUNTING POINTS. SHEAR WALL LEGEND Arch:33Inc 2o172X12 LUS210 LUS210-2 LUS210-3 POSITIONED AS A KING STUD AND THE BALANCE SHALL 45 PSF LIVE +BEAD LOAD I 7 1/4" LVL HU7 HU48 BE JACK STUDS. SEE STRUCTURAL PLANS. C. ABOVE ALL BEARING WALLS REQUIRING FIRE STOPS. ATTIC 10 PSF LIVE HIGHLIGHTEDWALLS ARE SHEAR FIRST FLOOR CID 9 1/2' LVL HU9 HU410 HHus5.50/10 (NO STORAGE) 20 PSF LIVE +DEAD LOAD D. ALL STAIR WALLS AT STRINGER HEIGHT. WALLS W/ 1/2" PLYWOOD 9 11 7/8 LVLHU11 HU412 HHUS5.50/10 FRAMING " SHEATHING ON ONE SIDESHEARWALL7= c2 11 7/8" 60S I JOIST IUS2.37/11.88 PROVIDE 18 GAUGE STEEL STRAP OVER ANY GROUND SNOW LOAD 25 PSF E. ALL CLOSET END WALLS AT RAIL HEIGHT (64AND 78). 3. PROVIDE MIDSPAN BLOCKING OR BRIDGING AS ABOVE HURRICANE TIE H3 HEADER WHERE SHEATHING IS DISCONTINUOUS WINDLOADZONE 110MPH REQUIRED BY MANUFACTURER OF I JOIST FOR LATERAL PLAN o OVER WINDOW OR DOOR VERTICAL OPENING. EXPOSURE C STABILITY. (WALLS &FLOORS). 7i"Ji oi 4" O.C. TYPICAL SHEAR WALL Cn WIND PRESSURE -21 PSF (0-50 FEET HIGH NAILING UNLESS OTHERWISE ; NOTEDS-102 THIS TABLE IS FOR REFERENCE ONLY. ALL DESIGN LOADS PER 2009 INTERNATIONAL RESIDENTIAL CODE 5. INSTALL ALL ENGINEERED WOOD PRODUCTS TO SPECIFIC NOTES ON PLAN SUPERCEDE THE r U "GROUND SNOW LOAD (780 CMR 51.0 TABLE R301.2(5) MANUFACTURER'S SPECIFICATIONS. NAILING 61 HANGERS 1N THIS TABLE. i C B A F Arch-itect's 33 Inc. A-108 A-108 A-108 A-111 Chris Cannon AIA 10'-91/2 11'_101/2 15'-4.. 10'-8 1/2" Box 201, Chatham MA 02633 4 X 4 BM ON BRACKET (ph)508-430-2200. • ccannon@arch33.com 2 X 4 CEILING JST. FASTEN : ENDS TO RAFTER W/ GUSSET .................. .. ::. .....-...... ............................. .......... .. ................... E M 6 -D O4 - 11 7/8" LVL HDR IN: ti - s0 0 2 9 �!8" H fro ; 1 -11 7/8" LVL HDR i A-108 FLOOR INSIDE LSL BAND 2 - 2X8 BOX HDR �' SPF HDR : FLOOR INSIDE LSL BAND _ _11- _ BEARING`/VALE I III II 11 11 II II it �I R BELOW E I� : II I II II it II 11. 11 II II o 1 - 11 7/8' LVL �... L...1...'.I....l....�.. 1...I. I... .1 .................._..�,..._. L..�.. 1...�... I.... L....I....1... I... 1....1... I. I. I I. I. 1. I. ( 72 481/2 I, I. I. I I. 1. I. I. I, I. I. I ..:... A -109.^D I " I :. /. I I I . I . I . I ^D .• A-109 1. I. I. I. I. I . I. I. 1 I 1 I JO IST LSL @PARALLEL BAND (TYP) 2 X 8 JST BAND 2 117/8"LVL �I: -- I-'— IA w IDGNG III I II II I II II 11 �- -� 1s� I Co 11 I I I�� I� J� I� II' 2- IPPE 2 X 6"I' \� _-- m �I •IT X • F I "ti I ( I I �I 1I (4 r4 H) ODR II 1 .I -- —_ . 1 I. I. I. I. I I '�y I I o I i I I. W I. I. ��' i 1. 1. I' 2 X JST 16 .C. \\— 2- RIPPED 2 X 8 (6 3/8" HIGH) BEAM - ' I• I I s i I. I I �' I I� --- T IIT ISAIC �1— I 5 BLOCK @ 4'0" O.C. @LAST I I I I I �, I I I X I I I ; II II �I II II �I I 2 JOIST END BAYS. TYPICAL. 11� -II I I I ' + I I I ' I�>. I� II I� I� QI� I� I I I. i. I I x �' . I .I I .I I .I sal .I .I I . � � .' . • I : Ij Ij ii �I �I m • 1 1 I I I I III II I II I I I (I I I I I �. 1. I> ,' p r I I I I.. I. I. I. I. I. I I. I I I. I. I I" .I 6 3/8 HIGH BLOCKING 1 1 I I I I GA i ' I I �? . , . +�Q. :.... _ :............ ' �...1 I I .... FOR soFFIT.....:.......... . 1....11....1...:1....11....1 I �..... /G\ I I I i I1 II II I 11 1 I. N . A-111 I I I 1 o "' IDG X I II I� II ILj- I� J. ; I� I. I. I • II I it _ I I JI: I! I. 1. I I 1 X O I �� --- ���� X; I I 2 12X8�iDR I O m 1 1 I -�1 I N I " I �f �f 1co SII k II_ 11 1. I. ". • 1 P sTu� X T /LET. UTL T I 1 1 N, 1 1 I 1 1 IS - 1 1 1 1 11 11 I I II I 1 I. N NII. I. 11 11 I. I. I. III I1 II II I1 I1 I .i. h 'I. I. I. I. II FI. I. I ".'. 1. 1. 1 I " N ....:................. II gyp, -11 .... 1....11...11....1.:...1....11..., .1 � . �..•. ..,� " ........................................... ' TJ I J8T @I 6„ 0l I . I . I I I I TJ ('1101 J1T @l i 6" O. I. � —y� l i I I . I . I . I . I . TJh 60 1 T @I �•6.. 0 r I I I I J� •' � 2 0� .I! I� I� I� I� I� I� I� I I� I• I� I� I• I� I� I� I�- : I� , I� II II I I� II: i II 11 I I : I I .i IL.•/ - m Q� III .I I I I I (� . (. B�ARINTWALLABO v� 5�J JOIST AGAINST LSL 1 1 1 I I 1 1 1 1 i = PARALLEL BAND TYP . R - --- —4 - ---T -- ---- - �- - - -T ItT - - - - --ll -- - - ---- 2 -•11 7/8" LVL BOX HDR 2 - 2X8 BOX HDR 2 - 2X8: BOX HDR 2 117/8" LVL BOX HDR L TUB/SHOWER DRAIN BLOCK E EATH�EA WALL N /ate Cp 21'-6 1/4" 5'-3 1/2" 11'-2 1/4" /i /i!� 8 - 12D NAILS THIS 8 -12D NAILS THIS /� . 6, END INTO RAFTER /% / C✓i/� END INTO RAFTER A-111 SEAL: ED ARc N /i i iii tGJ� OP H EO 'y1) •/i',ii. m G' /i' U No. 10726 0 CHATHAM, MASS _ fff���lll i G' '/ HEADER 'rJ J 2.2X CLIENT: Terry& Carol Ullram 15 Robin Road C B A F West Yarmouth, MA. A-108 A-108 A-108 a- 11 SECOND FLOOR FRAMING PLAN 1/4" 1'-0" new residence SIMPSON FASTENER (HANGER) TABLE WINDOW HEADER STUDS: LOAD TABLE STRUCTURAL NOTES: CONTRACTOR NOTES DATE: c SINGLE DOUBLE TRIPLE ALL WINDOW HEADER SUPPORT STUDS AT EACH END OF HEADER SHALL BE AS FOLLOWS: 1. VERIFY ALL DIMENSIONS ON SITE N 3 1/2" POST BASE ABU44 1ST FLOOR 40 PSF LIVE LOAD 1. ALL WOOD IN CONTACT WITH MASONRY TO BE 03�w,2T/20+� PRESSURE TREATED. � CONSTRUCTION SE 5 1/2" POST BASE ABU66 50 PSF -LIVE +DEAD LOAD 2. EXTERIOR DIMENSIONS ARE TO FRAME 06/05/2017 REVISED CON DOC UNLESS DETAILED OR SPECIFIED OTHERWISE, 2. PROVIDE SOLID BLOCKING AT THE FOLLOWING 2 X 6 LUS26 LUS26-2 LUS26-3 2ND FLOOR 30 PSF LIVE LOAD o PROVIDE AT LEAST TWO JACK STUDS BENEATH ENDS LOCATIONS: 3. INTERIOR DIMENSIONS ARE TO PLASTER 0 2 X 8 LUS28 LUS28-2 LUS28-3 OF 2X12, LVL, AND PARALLAM HEADERS AND BEAMS., 40 PSF LIVE + DEAD LOAD A. BEHIND ALL WALL HUNG CABINETRY. E - WHERE POSTS ARE CALLED OUT AS MULTIPLE 2XS, m 2 X 10 LUS210 LUS210-2 LUS210-3 SUCH AS 2-2X6, 3 -2X6,4 -2X6, ETC., ONE 2X SHALL BE ROOF 25 PSF LIVE OR SNOW LOAD 5 2 X 12 LUS210 LUS210-2 LUS210-3 B. BEHIND ALL RAIL MOUNTING POINTS. SHEAR WALL LEGEND 0Arch-33 Inc 2017 POSITIONED AS A KING STUD AND THE BALANCE SHALL 45 PSF LIVE +DEAD LOAD m 7 1/4" LVL HU7 HU48 BE JACK STUDS. SEE STRUCTURAL PLANS. C. ABOVE ALL BEARING WALLS REQUIRING FIRE STOPS. ATTIC 10 PSF LIVE HIGHLIGHTED WALLS ARE SHEAR 2ND FLOOR n 9 1/2" LVL HU9 HU410 HHUS5.50/10 20 PSF LIVE + DEAD LOAD D. ALL STAIR WALLS AT STRINGER HEIGHT. WALLS W/ 1/2 PLYWOOD J 11 7/8" LVL HU11 HU412 HHUS5.50/10 (NO STORAGE) •� 12 SHEATHING ON ONE SIDE FRAMING 11 7/8" 60S I JOIST lUS2.37/11.88 * PROVIDE 18 GAUGE STEEL STRAP OVER ANY j GROUND SNOW LOAD 25 PSF E. ALL CLOSET END WALLS AT RAIL HEIGHT (64" AND 78"). SHEARWALL HURRICANE TIE H3 HEADER WHERE SHEATHING IS DISCONTINUOUS 3. PROVIDE MIDSPAN BLOCKING OR BRIDGING AS ABOVE o WIND LOAD ZONE 110 MPH REQUIRED BY MANUFACTURER OF I JOIST FOR LATERAL : PLAN, — OVER WINDOW OR DOOR VERTICAL OPENING. n EXPOSURE C STABILITY. (WALLS & FLOORS). m WIND PRESSURE - 21 PSF (0-50 FEET HIGH 4 O.C. TYPICAL SHEAR WALL NAILING UNLESS OTHERWISE THIS TABLE IS FOR REFERENCE ONLY. ALL DESIGN LOADS PER 2009 INTERNATIONAL RESIDENTIAL CODE NOTED — SPECIFIC NOTES ON PLAN SUPERCEDE THE 5. INSTALL ALL ENGINEERED WOOD PRODUCTS TO 'v *GROUND SNOW LOAD (780 CMR 51.0 TABLE R301.2(5) MANUFACTURER'S SPECIFICATIONS. NAILING HANGERS IN THIS TABLE. C B A F Arch-itect's 33 Inc. A-108 A-108 A-108 A-111 Chris Cannon AIA FINISHED OVERHANG— Box 201, Chatham MA 02633 4 X 4 BM ON BRACKET BELOW cc(ph)508-430-2200 annon@arch33.com 2 X 8 RIDGE ' 2 X 6 RAFTER E . . . . . . . . . . . . . L I. .., : . . . . . . . . . . . . . . . . . �......, A-108 2 - 2X6 PLATE ON SUBFLOOR I ' = —t—i2' 3 1/2" M. BEARING WALL BELOW .I.41— —ce N GABLE WALL SEE SECTION A FOR BRACING. r F f F, r F 2- 2X8 X HDR s o II 2-2X6 UP _ X 8 CEILING JST ; FRAME GABLE END WALL CONTINUOUS -12D NAILS EACH END INTO RAFTER FROM FLOOR TO RAFTER. NOTCH STUDS D ' =� I. �. I' I I I 12 - 12D NAILS THIS _ AROUND RAFTER (TYPICAL) ..:......:. .... :..:_............ :....... ..... ......... .... .................................:......... D END INTO RAFTER """""""' A-109 I. I I. j. I I I. II A-109 2 - 2 X8 B N CEILING • 1- 12D�IAIL9THIS1 �I I I GI BLE MALL I. LI E D INT RATER .. ' 2-2 X4 POST DNT STEEL BM _ 2-2X4P TDNTOSTEELBM ------ --- I I '4-- It --I{--- GABLE WALL I. I. I. �. L_ 1 L LI _ _ l� I I I I I I I 11^n n ---II,---�I- ji �i--I -- I----�I- i LI In II II li jl jl II I' ji it ill i1 II II II II II li li j I �I II l ii 11 II II � PACS 2 X 8 RAFTERS @ 16 O.C. :I I I II II II II II II II �-! II I ll II ll II ° Ili fI II II: II II II I I II II II II II X I I L (R5) 3 X 12 PPF RIDGE I' I AO ° _ .1 _ = III II II II II II sT�l li jl II \�Q q JQ, II II : II I��Ij I : II I�� II 11 II II II XII II II II �I II II II II iii ii ii ii ii ii �r�ti i i : •i ` 5� II II II ; li ii i j i ji +6J�1_ 11 7/�" LVLI� IDG j� N I I I �f ......... I. ,� . _. — � I' I 1L.. �.• e .: :. .;. .I_ -7— =:nom ; ._ -. A-111 II+.. Ill II II II 1I I� II II ll �I� I II II II II: II p II I I I i II �i Ii �i Ii Ii1 •ATTIc.ACCE s -I=== II-=== =J --- LJ I� — A34 F MING ANCHOR —=. I III II II II II II II N 11L7/8"•L'JL BE .M II !I I� �� �� : �I �l �l I IF j I 1' 1 a' I• I I O I II II �I II II IQo� I I I� II Il (I II Il - • I AI�OVE �-JSTB BLOCK 4'0' O.C. LAST 2 II �I II �I II II +�' I I I I I I: I II I I I I I: F I I I II @ @ ti I I I I I I I I I' II I I I I I I I I 1.. I. RAFTER END AYS. TYPICAL : A-1 1 I X' II .... �..�\moi' �I.... jI... `.................... . II II I I I II II I I II I I' II o: I�. �i�.�. \o�q 2X 10 RA TER 16"cc C. I I. I� II II II II I 16 CEILIING IST @ I!6" 4. 11 ,; o �_► I III II II II 4 4 II I ll II 11 II II II II II II : II II II II N : I^o 6 III II II 31 II II II II _ N Volry ---_-_-------- 7- - .7 -77 ---- I---II �\ p 112-2 860 HD 2-2 8BO HD 2-2X8B HD, �INISHED- - - - 12D NAILS INTO-RAFTER' OVERHANG o 2ND FL BEARING: WALL 2 - 2X6 PLATE ON SUBFLOOR H2.5 HURRICANE TIE @ RAFTER BASE �, .� AV� ii L i ii G) i �. !i m %o A-111 SEAL: • !i �� i _ i/ �� REB ARC OF r z �� V No. 10726 O �i CHATHAM Z tom. MASS � �` 1 g G` CLIENT: ` BLOCK @ 4'0" O.C. @ LAST 2 C-JST END BAYS. TYPICAL. Terry& Carol Ullram 15 Robin Road C B A F West Yarmouth, MA. A-108 A-108 A-108 A 11 SECOND FLOOR CEILING FRAMING1/4" 1'-011 new residence SIMPSON FASTENER (HANGER) TABLE WINDOW HEADER STUDS: LOAD TABLE STRUCTURAL NOTES: CONTRACTOR NOTES DATE: ALL WINDOW HEADER SUPPORT STUDS AT EACH END OF c SINGLE DOUBLE TRIPLE HEADER SHALL BE AS FOLLOWS: 1. VERIFY ALL DIMENSIONS ON SITE ti 3 1/2" POST BASE ABU44 1ST FLOOR 40 PSF LIVE LOAD 1. ALL WOOD IN CONTACT WITH MASONRY TO BE ^'/'oo, 7, 201•-'r 5 1/2" POST BASE ABU66 50 PSF LIVE + DEAD LOAD PRESSURE TREATED. 2. EXTERIOR DIMENSIONS ARE TO FRAME 06/05/2017 REVISED CON DOC UNLESS DETAILED OR SPECIFIED OTHERWISE, 2. PROVIDE SOLID BLOCKING AT THE FOLLOWING n 2 X 6 LUS26 LUS26-2 LUS26-3 PROVIDE AT LEAST TWO JACK STUDS BENEATH ENDS 2ND FLOOR 30 PSF LIVE LOAD LOCATIONS: 2 X 8 LUS28 LUS28-2 LUS28-3 OF 2X12, LVL, AND PARALLAM HEADERS AND BEAMS. 40 PSF LIVE + DEAD LOAD 3. INTERIOR DIMENSIONS ARE TO PLASTER WHERE POSTS ARE CALLED OUT AS MULTIPLE 2XS, A. BEHIND ALL WALL HUNG CABINETRY. 12 2 X 10 LUS210 LUS210-2 LUS210-3 SUCH AS 2-2X6,3-2X6,4-2X6, ETC., ONE 2X SHALL BE ROOF 25 PSF LIVE OR SNOW LOAD B. BEHIND ALL RAIL MOUNTING POINTS. SHEAR WALL LEGEND 2 X 12 LUS210 LUS210-2 LUS210-3 POSITIONED AS A KING STUD AND THE BALANCE SHALL 45 PSF LIVE + DEAD LOAD ©Aroh 33 Inc 207 92 7 1/4" LVL HU7 HU48 BE JACK STUDS. SEE STRUCTURAL PLANS. C. ABOVE ALL BEARING WALLS REQUIRING FIRE STOPS. ATTIC 10 PSF LIVE HIGHLIGHTED WALLS ARE SHEAR 21� D FLOOR ca 9 1/2" LVL HU9 HU410 HHUS5.50/10 (NO STORAGE) 20 PSF LIVE + DEAD LOAD D. ALL STAIR WALLS AT STRINGER HEIGHT. WALLS W/ 1/2" PLYWOOD 11 7/8" LVL HU11 HU412 HHUS5.50/10 CEILING .. ..,, SHEATHING ON ONE SIDE E. ALL CLOSET END WALLS AT RAIL HEIGHT 64" AND 78" SHEARWALL � 11 7/8" 60S I JOIST IUS2.37/11.88 *PROVIDE 18 GAUGE STEEL STRAP OVER ANY GROUND SNOW LOAD 25 PSF ( )• 5 HURRICANE TIE H3 HEADER WHERE SHEATHING IS DISCONTINUOUS WIND LOAD ZONE 110 MPH 3. PROVIDE MIDSPAN BLOCKING OR BRIDGING AS ABOVE FRAMING <( OVER WINDOW OR DOOR VERTICAL OPENING. REQUIRED BY MANUFACTURER OF I JOIST FOR LATERAL n EXPOSURE C STABILITY. (WALLS & FLOORS). WIND PRESSURE - 21 PSF (0-50 FEET HIGH 4" O.C. TYPICAL SHEAR WALL NAILING UNLESS OTHERWISE THIS TABLE IS FOR REFERENCE ONLY. ALL5-104. NOTED *DESIGN LOADS PER 2009 INTERNATIONAL RESIDENTIAL CODE 5. INSTALL ALL ENGINEERED WOOD PRODUCTS TO d SPECIFIC NOTES ON PLAN SUPERCEDE THE MANUFACTURER' SPECIFICATIONS. *GROUND SNOW LOAD (780 CMR 51.0 TABLE R301.2(5) NAILING 1 n HANGERS IN THIS TABLE. 1' A C B A F Arch-itect's 33 Inca A-108 A-108 A-108 A-111 -Chris Cannon AIA 10'-7 1/2" 9'-5 1/2" Box 201, Chatham MA 02633 3 1 /2" 31/2".-- 10'-0 1/2„ 3 1/2° 8'-101/2" LOWER ROOF SEE 3 1/2" 8'-10 1/2" 3 1/2" (ph)508-430-2200 2ND FE CEILING PLAN ccannon@arch33.com FOR FkAMING GROIN LOCATIONS 9'-3„ F 9'_2 6'-0„ 6'-0 FINISHED OVERHANG. FRAMED 2'3 1/2" H FRAMED 2' 3 1/2" H rE :...-�-.- - - - . D(TYP)WALL LENGTH ............ : ►.... _ WALL *LENGTH..... ...• .......... ...:.............. ..................... . FROM PLYWOOD p A-108 2' 3 1/2" H. BEARING WALL BELOW It I I r 5 r SEE SECTION A FOR BRACING. `� - y - W I I I I I 0 I I I I H2.5 HURRICANE TIE @ I I I. ; I. RAFTER BASE (TYP) D�...I:....�..:. �.... �..�....... .., D A-109 � ; I I I i .I ,9��!'�.: — :—.�.— •� ..•.� �... 1.�..� I, .......................:....................... A-109 ' I , I 'I 'i 'I I �'l� � •� � — — � I 1 'I 'I N 1I1 • I' I• I' I' I I' I � I /, II LOWER ROOF SEE II II II II : FRAME GABLE END WALL CONTINUOU FILING PLAN 2 X • 0 RA, fER 16" C. �'I II FROM FLOOR TO RAFTER. NOTCH STU 2ND FL C it II ` I II 50 I II II : II II �I AROUND RAFTER (TYPICAL) ' FOR FRAMING =� I I I I I' G i I I I I L IsKEV ED HGR --► i I �� L II I I I I o co o �, � .I .I •I 'I I• II '�o '' I' I� ' �'• o��ll 5� .. I II: I:....., .....I ... l'...: I ... I -� 1^G ........................................:. . ti II I II •• �� II �-�-el' �� II II: '( 'I 'I A-111 _J_L_�'=�=1—''=�__ II I i� II II II IIII : I� I� II II II II' II II II A34 FRAMINGAN OR @ EACH (R3.11 7/ ' LVL• RIDG (R2) 1� 7/8' L L RI GE (R1) 11 7!8" LVL R-IDGE. C1 RAFTER/RIDGE N CTION (TYP) ' I II II ' II II II II II II II II • II II II II II II II• II ............................................................. . II II Ii 11 II II II _ II II II : II II II II II II II: I II :. 2 X 0 RA TER 16" C. .. BLOC @ 4'0" O.C. @ ST 2 II II II II II II II II : ` II II II II II: II II II 1 RAF ER END BAYS. TY ICAL FINISHED - II II II II-III II-�if'�- II II II. II OVERHANG,, C° L ------------- FINISHED -------- -- t--It-----II--- II ----It--- II----It---Il---tl 1I- II----It---It------il--- (I--- II ----II --- It---�I--- _s 2ND FL WALL SETBACK OVERHANG ~ i FROM 1 ST FLOOR WALL ROOF BELOW 2ND FL BEARING WALL OUTSIDE OF 1 ST F WALL BELOW BOTTOM EDGE OF UPPER ROOF -27'-8" H A-111 : SEAL ED ARC V No. 10726 p -i CHATHAM, MA5S NCLIENT: Terry& Carol Ullram 15 Robin Road C B A F West Yarmouth, MA. A-108 A-108 A-108 A-111 4 ROOF FRAMING PLAN 1/4" _ 1'-0" new residence SIMPSON FASTENER (HANGER) TABLE WINDOW HEADER STUDS: LOAD TABLE STRUCTURAL NOTES: CONTRACTOR NOTES DATE: ALL WINDOW HEADER SUPPORT STUDS AT EACH END OF c SINGLE DOUBLE TRIPLE HEADER SHALL BE AS FOLLOWS: 1. VERIFY ALL DIMENSIONS ON SITE 1ST FLOOR 40 PSF LIVE LOAD 1. ALL WOOD IN CONTACT WITH MASONRY TO BE "3/'o 'T CONST-RUGTION SE cv 3 1/2" POST BASE ABU44 PRESSURE TREATED. -� 50 PSF LIVE +DEAD LOAD 2. EXTERIOR DIMENSIONS ARE TO FRAME 06!05/2017 REVISED CON roc 5 1/2" POST BASE ABU66 UNLESS DETAILED OR SPECIFIED OTHERWISE, 2. PROVIDE SOLID BLOCKING AT THE FOLLOWING N 2 X 6 LUS26 LUS26-2 LUS26-3 PROVIDE AT LEAST TWO JACK STUDS BENEATH ENDS 2ND FLOOR 30 PSF LIVE LOAD LOCATIONS: 3. INTERIOR DIMENSIONS ARE TO PLASTER 0 2 X 8 LUS28 LUS28-2 LUS28-3 OF 2X12, LVL, AND PARALLAM HEADERS AND BEAMS. 40 PSF LIVE + DEAD LOAD A. BEHIND ALL WALL HUNG CABINETRY. E 2 X 10 LUS210 LUS210-2 LUS210-3 WHERE POSTS ARE CALLED OUT AS MULTIPLE 2XS, SUCH AS 2-2X6, 3-2X6, 4-2X6, ETC., ONE 2X SHALL BE ROOF 25 PSF LIVE OR SNOW LOAD B. BEHIND ALL RAIL MOUNTING POINTS. SHEAR WALL LEGEND © Arch -33 Inc 2017 2 X 12 LUS210 LUS210-2 LUS210-3 POSITIONED AS A KING STUD AND THE BALANCE SHALL 45 PSF LIVE + DEAD LOAD 7 1/4" LVL HU7 HU48 BE JACK STUDS. SEE STRUCTURAL PLANS. C. ABOVE ALL BEARING WALLS REQUIRING FIRE STOPS. ROOF ATTIC 10 PSF LIVE HIGHLIGHTED WALLS ARE SHEAR 9 1/2" LVL HU9 HU410 HHUS5.50/10 (NO STORAGE) 20 PSF LIVE + DEAD LOAD D. ALL STAIR WALLS AT STRINGER HEIGHT. WALLS W/ 1/2" PLYWOOD T TAT v 11 7/8" LVL HU11 HU412 HHUS5.50/10 j� R�11�I SHEATHING ON ONE SIDE 11 7/8" 60S I JOIST IUS2.37/11.88 *PROVIDE 18 GAUGE STEEL STRAP OVER ANY GROUND SNOW LOAD 25 PSF E. ALL CLOSET END WALLS AT RAIL HEIGHT (64" AND 78"). SHEARWALL 5 HEADER WHERE SHEATHING IS DISCONTINUOUS 3. PROVIDE MIDSPAN BLOCKING OR BRIDGING AS ABOVE PLAN o HURRICANE TIE H3 WIND LOAD ZONE 110 MPH REQUIRED BY MANUFACTURER OF i JOIST FOR LATERAL w OVER WINDOW OR DOOR VERTICAL OPENING. STABILITY. (WALLS & FLOORS). _ v5 EXPOSURE c 4" O.C. TYPICAL SHEAR WALL WIND PRESSURE - 21 PSF (0-50 FEET HIGH NAILING UNLESS OTHERWISEu- <( 4 <( S-105 THIS TABLE IS FOR REFERENCE ONLY. ALL DES NOTED - *DESIGN LOADS PER 2009 INTERNATIONAL RESIDENTIAL CODE 5. INSTALL ALL ENGINEERED WOOD PRODUCTS TO �* SPECIFIC NOTES ON PLAN SUPERCEDE THE MANUFACTURER'S SPECIFICATIONS. v "GROUND SNOW LOAD (780 CMR 51.0 TABLE R301.2(5) NAILING HANGERS IN THIS TABLE. I Arch-itect's 33 Inc. TYPICAL CONNECTION AT ROOF e Chris Cannon AIA 2x BLOCKING AT EAVE. BEVEL TOP OF TOE NAIL BLOCKING TO STUD, SEE PLAN FOR SPACING Box 201, Chatham MA 02633 BLOCKING TO MATCH ROOF SLOPE. TOP PLATE WITH 5-12d (ph)508-430-2200 FASTEN ROOF SHEATHING TO NAILS PER BLOCK PLYWOOD SHEATHING ccannon@arch33.com BLOCKING WITH 8d NAILS @ 4" OC MIN., SHEARWALL SYMBOL W/ SIMPSON H2.5A HURRICANE TIEPERIMETER NAIL @ EACH RAFTER. I -SPACING X"OC ISHEARWALL NOTES:: 1. - SHEATHING TO BE 1/2"APA RATED STRUCTURAL SHEATHING, PLYWOOD MIN REFER TO PLAN AND SECTIONS FOR ADDITIONAL INFORMATION SEAM _ _ - SHEATHING TO BE ATTACHED TO THE WALL STUDS WITH 8d NAILS PER PLAN CALLOUTS - HOLDOWNS TO BE HDU BY SIMPSON. SEE PLAN FOR MODEL ANDERSEN SLIDING DOOR SEE PLAN NUMBER AND THREADED ROD SIZE 2. ALL PLYWOOD SEAMS IN A SHEARWALL SHALL BE BLOCKED WITH 1 1/4" THICK LSL RIM JOIST. FOR NAIL PROVIDE ADJACENT I JOIST AT SPACING X"OC DIMENSIONAL LUMBER. PARALLEL ENDS 3. REFER TO PLANS AND SECTIONS FOR STUD SIZES, STUDS SHALL BE SPACED AT 16 INCHES ON CENTER UNLESS NOTED OTHERWISE 1 X 5 CEDAR APRON AT DOORS PAN FLASH SILL ON PLAN. BLOCK ALL 4. CARE SHOULD BE TAKEN TO ADJUST NAIL GUN PRESSURE SO AS PLYWOOD TO NOT OVER DRIVE NAILS INTO PLYWOOD. NAIL HEADS SHOULD METAL FLASHING 3/4" HARDWOOD FLOORING SEAMS BE FLUSH WITH PLYWOOD FACE. OVER DRIVING NAILS GREATLY TOP OF FINISHED DECKING TO BE REDUCES THE EFFECTIVENESS OF THE SHEARWALL. 5" BELOW TOP OF SUBFLOOR. 3/4 THICK T & G ADVANTECH 5. NAIL SPACING WITHIN SHEAR WALL SYMBOL OCCURS AT (1ST FLOOR) SUBFLOOR SHEATHING HDU FDN CONNECTION PERIMETER OF EACH PLYWOOD PANEL. NAILS AT INTERIOR OF 1 X 4 NATURAL MAHOGANY .. VERTICAL LVL PLYWOOD PANEL TO BE 8d NAILS @ 8" OC UNLESS NOTED DECKING .: BLOCKING BETWEEN OTHERWISE. FLOORS UNDER SEE FRAMING PLANS FOR SPRAY FOAM @ HOEDOWN POSTS PRESSURE TREATEDJOIST - BAND INTERIOR bo TYPICAL SIZING CONNECTION AT II FOUNDATION ii I dl o THREADED ROD II PER HOLDOWN II UNIT SCHEDULE II TYPICAL SHEARWALL SECTION Scaler 3/4"=1=0 THREADED ROD MUST BE CAST IN PLACE SD -5 TYPICAL SHEAR WALL 3/411 1 �-011 D SEAL: ED ARC NATURAL MAHOGANY ' t� pPHER , 1 X 4 c92F�� 1'-0"DECKING * o U No. 10726 0 ze 8" HIGH CEDAR SKIRTAND RISER CtMAST HM�io0SIMPSON HANGER OF 4 X 6 POST TO RIDGELS30ANGLE EACH SIDE OF POSTCLIENT: P.T. 2 X 8 OUTER BAND ug WEB FILLER HARDWOOD FLOORING Terry& Carol Ullram ` P.T. 2 X 12 INNER BAND (BACKER) x... SCREWED TO 6 X 6 POST 3/4" SUBFLOOR f 77-71P.T. 4 X 4 POST NOTCHED TO 2 X 6 PLATE BOLTED TO TOP OF BM �' 15 Robin Road SUPPORT FULL 2 X 12 BAND EVERY 32" STAGGERED BACKAND FORTH ` 77 West Yarmouth, MA. I ' 2 X _ SPF NAILER BOLTED TO BEAM P.T. 2 X 12 STAIR ABU44 POST BASE 2 BOLTS EVERY 32" O.C. AT BLOCKING STRINGERS , BITUMINOUS COATING new residence LOCATIONS BELOW GRADE RADE 8 � DATE: WD SPACER 8" THICK FOUNDATION c i ; i MIDSPAN BLOCKING n�ii�n� � �; ' 2 - # 5 HORIZONTAL REBAR AT wz„� rr '� SONO FORMED 10" DIAMETER I JOIST BOTTOM OF FOUNDATION (TYP) 06/05/2017 REVISED CON DOC * CONCRETE FOOTING.48" MINIMUM `n r • BELOW GRADE. STEEL BEAM . • as oa- i a M 12011 i 1 X 3 STRAPPING 16" X 8" HIGH CONC. SPREAD �-- -— ►� FOOTING (TYP) m i MIDSPAN BLOCKING 1/2" SHEETROCK D00 ©Arch-33Inc 2ot7 ii cc ; ; � 1'-4 m " STRUCTURAL DETAILS --------- 5-106 SD -1 TYPICAL DECK BAND & FOOTING 1" 1'-0" SD -3 STEEL BEAM/POST DETAIL 1 1/2" 1'-0 SD -2 _ TYPICAL FOUNDATION 1 1'-011 HOLDOWN UNIT SCHEDULE SIMPSON A.B. CONCRETE A33 NOTATIONNAME NCHOR BOLT EMBED. HDU8 HDU8-SDS2.5 7/$' 18" *MINIMUM ANCHOR BOLT CONCRETE EMBEDMENT VALUES FOR ALL HDU PRODUCTS BASED ON CAST -IN-PLACE CONSTRUCTION UNLESS OTHERWISE NOTED BY ENGINEER. **MINIMUM ANCHOR BOLT CONCRETE EMBEDMENT VALUE USING MECHANICAL ANCHOR. ***MINIMUM ANCHOR BOLT CONCRETE EMBEDMENT VALUE USING "AT" ADHESIVE ANCHOR. P.T. 2 X 12 LEDGER BOLTED TO TYPICAL SHEARWALL SECTION Scaler 3/4"=1=0 THREADED ROD MUST BE CAST IN PLACE SD -5 TYPICAL SHEAR WALL 3/411 1 �-011 D SEAL: ED ARC NATURAL MAHOGANY ' t� pPHER , 1 X 4 c92F�� 1'-0"DECKING * o U No. 10726 0 ze 8" HIGH CEDAR SKIRTAND RISER CtMAST HM�io0SIMPSON HANGER OF 4 X 6 POST TO RIDGELS30ANGLE EACH SIDE OF POSTCLIENT: P.T. 2 X 8 OUTER BAND ug WEB FILLER HARDWOOD FLOORING Terry& Carol Ullram ` P.T. 2 X 12 INNER BAND (BACKER) x... SCREWED TO 6 X 6 POST 3/4" SUBFLOOR f 77-71P.T. 4 X 4 POST NOTCHED TO 2 X 6 PLATE BOLTED TO TOP OF BM �' 15 Robin Road SUPPORT FULL 2 X 12 BAND EVERY 32" STAGGERED BACKAND FORTH ` 77 West Yarmouth, MA. I ' 2 X _ SPF NAILER BOLTED TO BEAM P.T. 2 X 12 STAIR ABU44 POST BASE 2 BOLTS EVERY 32" O.C. AT BLOCKING STRINGERS , BITUMINOUS COATING new residence LOCATIONS BELOW GRADE RADE 8 � DATE: WD SPACER 8" THICK FOUNDATION c i ; i MIDSPAN BLOCKING n�ii�n� � �; ' 2 - # 5 HORIZONTAL REBAR AT wz„� rr '� SONO FORMED 10" DIAMETER I JOIST BOTTOM OF FOUNDATION (TYP) 06/05/2017 REVISED CON DOC * CONCRETE FOOTING.48" MINIMUM `n r • BELOW GRADE. STEEL BEAM . • as oa- i a M 12011 i 1 X 3 STRAPPING 16" X 8" HIGH CONC. SPREAD �-- -— ►� FOOTING (TYP) m i MIDSPAN BLOCKING 1/2" SHEETROCK D00 ©Arch-33Inc 2ot7 ii cc ; ; � 1'-4 m " STRUCTURAL DETAILS --------- 5-106 SD -1 TYPICAL DECK BAND & FOOTING 1" 1'-0" SD -3 STEEL BEAM/POST DETAIL 1 1/2" 1'-0 SD -2 _ TYPICAL FOUNDATION 1 1'-011 P.T. 2 X 12 LEDGER BOLTED TO WALL W/ 1 - 5" LEDGERLOK EVERY 12" STAGGERED UP AND DOWN. PROVIDE 2 BOLTS AT EACH END. JOIST HANGER@ EACH END 11 7/8" 1 JOIST 1/2" THICK SHEATHING. 2X6P.T.SILL 2 - # 5 HORIZONTAL REBAR AT TOP OF FOUNDATION (TYP) SILL SEALE 1/2" DIAM ANCHOR BOLT .D TYPICAL SHEARWALL SECTION Scaler 3/4"=1=0 THREADED ROD MUST BE CAST IN PLACE SD -5 TYPICAL SHEAR WALL 3/411 1 �-011 D SEAL: ED ARC NATURAL MAHOGANY ' t� pPHER , 1 X 4 c92F�� 1'-0"DECKING * o U No. 10726 0 ze 8" HIGH CEDAR SKIRTAND RISER CtMAST HM�io0SIMPSON HANGER OF 4 X 6 POST TO RIDGELS30ANGLE EACH SIDE OF POSTCLIENT: P.T. 2 X 8 OUTER BAND ug WEB FILLER HARDWOOD FLOORING Terry& Carol Ullram ` P.T. 2 X 12 INNER BAND (BACKER) x... SCREWED TO 6 X 6 POST 3/4" SUBFLOOR f 77-71P.T. 4 X 4 POST NOTCHED TO 2 X 6 PLATE BOLTED TO TOP OF BM �' 15 Robin Road SUPPORT FULL 2 X 12 BAND EVERY 32" STAGGERED BACKAND FORTH ` 77 West Yarmouth, MA. I ' 2 X _ SPF NAILER BOLTED TO BEAM P.T. 2 X 12 STAIR ABU44 POST BASE 2 BOLTS EVERY 32" O.C. AT BLOCKING STRINGERS , BITUMINOUS COATING new residence LOCATIONS BELOW GRADE RADE 8 � DATE: WD SPACER 8" THICK FOUNDATION c i ; i MIDSPAN BLOCKING n�ii�n� � �; ' 2 - # 5 HORIZONTAL REBAR AT wz„� rr '� SONO FORMED 10" DIAMETER I JOIST BOTTOM OF FOUNDATION (TYP) 06/05/2017 REVISED CON DOC * CONCRETE FOOTING.48" MINIMUM `n r • BELOW GRADE. STEEL BEAM . • as oa- i a M 12011 i 1 X 3 STRAPPING 16" X 8" HIGH CONC. SPREAD �-- -— ►� FOOTING (TYP) m i MIDSPAN BLOCKING 1/2" SHEETROCK D00 ©Arch-33Inc 2ot7 ii cc ; ; � 1'-4 m " STRUCTURAL DETAILS --------- 5-106 SD -1 TYPICAL DECK BAND & FOOTING 1" 1'-0" SD -3 STEEL BEAM/POST DETAIL 1 1/2" 1'-0 SD -2 _ TYPICAL FOUNDATION 1 1'-011