Loading...
HomeMy WebLinkAbout5029 168 South St Elevation Floor Foundation PlansALL CONSTRUCTION SHALL COMPLY WITH THE FOLLOWING: 1.2015 INTERNATIONAL RESIDENTIAL CODE FOR ONE AND TWO FAMILY DWELLINGS. 2.780 CMR 51.00 - MASS. AMENDMENTS TO THE INTERNATIONAL RESIDENTIAL CODE. 3.WFCM: WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY DWELLINGS. 2001 EDITION. 4.WFCM: WOOD FRAME CONSTRUCTION MANUAL: GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREAS FOR ONE AND TWO FAMILY DWELLINGS.   5.PRESCRIPTIVE RESIDENTIAL WOOD DECK CONSTRUCTION GUIDE (BASED ON THE 2015 INTERNATIONAL RESIDENTIAL CODE)Copyright © 2023 by CME Architects, INC. The architectural plans, drawings, designs, specifications and other arrangements on this sheet are and shall remain the property of CME Architects, INC. No part thereof shall be copied, disclosed to others or used in connection with any work or project, other than the specified project for which they have been prepared and developed, without the express knowledge and written consent of CME Architects, INC.Drawing: Date Revisions Scale: Date: Drawn By: Checked By: Job Number: ARCHITECTS,INC. 6 W I L K I N S D R I V E : S U I T E 2 1 0 PLAINVILLE, MA 02762 508-809-3509 RUHAN   YARMOUTH, MA BRENDON RUHAN PERMIT SET 1 2 3 4 5 6 7 TITLE SHEET T1 T.WALLACE C.MITCHELL 2023-1-12                      21230 1/4" = 1'-0" NEW CONSTRUCTION FORRUHAN   YARMOUTH, MA 1.2015 INTERNATIONAL RESIDENTIAL CODE FOR ONE AND TWO FAMILY DWELLINGS. 2.780 CMR 51.00 9TH ED. MASS. AMENDMENTS TO THE 2015 IRC. 3.WFCM: WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY DWELLINGS. 2001 EDITION. 4.WFCM: WOOD FRAME CONSTRUCTION MANUAL: GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREAS FOR ONE AND TWO FAMILY DWELLINGS.   5.PRESCRIPTIVE RESIDENTIAL WOOD DECK CONSTRUCTION GUIDE (BASED ON THE 2015 INTERNATIONAL RESIDENTIAL CODE) APPLICABLE CODES 2'-6" 135° F L ROOM 5'-0" x 5'-0" DOOR TAG (SEE SCHEDULE) WINDOW TAG (SEE SCHEDULE) PHOTOSENSITIVE SMOKE DETECTOR COMBINATION CARBON MONOXIDE AND SMOKE DETECTOR 135° HEAT DETECTOR FAN/ LIGHT DIMENSION ELEVATION TAG ROOM NAME AND SIZE SECTION TAG SYMBOLS LEGEND X X1.0 X X1.0 LOAD BEARING WALL PARTITION EXISTING TO REMAIN # A NEW 2x6/ 2x4 WALL PARTITION WALL TO BE REMOVED C P R303: LIGHT, VENTILATION, AND HEATING R303.1: HABITABLE ROOMS All habitable rooms shall have an aggregate glazing area of not less than 8% percent of the floor area of such rooms. Natural ventilation shall be through windows, doors, louvers or other approved openings to the outdoor air. Such openings shall be provided with ready access or shall otherwise be readily controllable by the building occupants. the minimum openable area to the outdoors shall be 4% of the floor area being ventilated. EXCEPTIONS: 1.The glazed areas need not be openable where the opening is not required by section R310 and an approved mechanical ventilation system. 2.The glazed areas need not be installed in rooms where exception 1 above is satisfied and artificial light is provided capable of producing an average illumination of 6 footcandles (65 lux) over the area of the room at a height of 30 inches above the floor level. 3.Use of sunroom additions and patio covers, as defined in section R202, shall be permitted for natural ventilation if in excess of 40% of the ext. sunroom walls are open, or are enclosed only by insect screening. R303.3: BATHROOMS: AMENDED PER 780 CMR 51.00: 9TH ED Mechanical ventilation in accordance with section M1507 is required for all bathrooms with a shower or bathtub and rooms with a toilet. R310: EMERGENCY ESCAPE AND RESCUE OPENINGS R310.1: EMERGENCY ESCAPE AND RESCUE REQUIRED Basements, habitable attics and every sleeping room shall have at least one operable emergency escape and rescue opening.Where basements contain one or more sleeping rooms, emergency egress and rescue openings shall be required in each sleeping room. Emergency escape and rescue openings shall open directly into a public way, or to a yard /court that opens to a public way. EXCEPTION: 1.Storm Shelters and Basements used only to house mechanical equipment and not exceeding total floor area of 200ft² R310.2.1: MIN. OPENING AREA: AMENDED PER 780 CMR 51.00: 9TH ED All emergency escape and rescue openings shall have a minimum net clear opening of 5.7ft². The net clear opening dimensions required by this section shall be obtained by the normal operation of the emergency escape and rescue opening from the inside. The net clear height opening shall be not less than 24" and the net clear width shall be not less than 20". EXCEPTIONS: AMENDED PER 780 CMR 51.00: 9TH ED. 1.Grade floor or below grade openings shall have a net clear opening of not less than 5ft² 2.Single Hung and/or Double Hung windows shall have a minimum net clear opening of 3.3ft². In such cases, the minimum net clear opening dimensions shall be 20" by 24" in either direction. R310.2.2: WINDOW SILL HEIGHT Where a window is provided as the emergency escape and rescue opening, it shall have a sill height of not more than 44" above the floor, where the sill height is below grade, it shall be provided with a window well in accordance with Section R310.2.3. R311: MEANS OF EGRESS R311.1: MEANS OF EGRESS: AMENDED PER 780 CMR 51.00: 9TH ED. Dwelling units shall be provided with a primary and secondary means of egress in accordance with this section. Each means of egress shall provide a continuous and unobstructed path of vertical and horizontal egress travel from all portions of the dwelling to the egress doors. The primary means of egress shall not require travel through a garage, but the secondary may. The required egress doors shall open directly into a public way or court that open to a public way. NOTES: 1.In muti-level dwellings, including, but not limited to townhouses, split-level and raised ranch style layouts, the two separate egress doors may be located on different levels. 2.Where site topography prevents direct access to two remote locations to grade from the normal level of entry, the two separate egress doors may be located on different levels. R311.2: EGRESS DOOR: AMENDED PER 780 CMR 51.00: 9TH ED. A primary and secondary egress door shall be provided for each dwelling unit and shall be as remote as possible from each other. The primary egress door shall be side-hinged, and shall provide a clear width of not less than 32" where measured between the face of the door and the stop, with the door open 90°. The secondary egress door shall be single-hinged or sliding, and shall provide a clear width of not less than 28" where measured between the face of the door and the stop, with the door open 90°. The clear height of side-hinged door openings shall be not less than 78" in height measured from the top of the threshold to the bottom of the stop. Sliding door clear width may be slightly less than 28" to conform to industry fabrication standards. Other doors shall not be required to comply with these minimum dimensions. Egress doors shall be capable of being readily opened from the inside of the dwelling without the use of a key or special knowledge or effort. R311.6: HALLWAYS The minimum width of a hallway shall be not less than 3 feet [clear]. R311.7: STAIRWAYS R311.7.1: WIDTH Stairways shall not be less than 36 inches in clear width at all points above the permitted handrail height and below the required headroom height. Handrails shall not project more than 412 inches on either side of the stairway and the minimum clear width of the stairway at and below the handrail height, including treads and landings, shall not be less than 3112 inches where a handrail is installed on one side and 27 inches where handrails are provided on both sides. R311.7.2: HEADROOM The minimum headroom in all parts of the stairway shall not be less than 6'-8" inches measured vertically from the sloped line adjoining the tread nosing or from the floor surface of the landing or platform on that portion of the stairway. EXCEPTION: Where the nosings of treads at the side of a flight extend under the edge of a floor opening through which the stair passes, the floor opening shall be allowed to project horizontally into the required headroom a maximum of 43 4 inches. R311.7.3: VERTICAL RISE A flight of stairs shall not have a vertical rise larger than 147" between floor levels or landings. R311.7.5: STAIR TREADS AND RISERS R311.7.5.1: RISER HEIGHT AMENDED PER 780 CMR 51.00: 9TH ED. The max. riser height shall be 814 inches. The riser shall be measured vert. between landing edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3 8 inch. Open risers are permitted provided that the openings located more than 30", as measured vertically to the floor or grade below, do not permit the passage of a 4" diameter sphere. R311.7.5.2: TREAD DEPTH AMENDED PER 780 CMR 51.00: 9TH ED. The min. tread depth shall be not less than 9". The tread depth shall be measured horiz. between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3 8". R311.7.5.2: WINDER TREADS AMEND. PER 780 CMR 51.00: 9TH ED. Winder treads shall have a minimum tread depth equal to the tread depth of the straight run portion of the stairs, measured as above, at a point 12" from the side where the treads are narrower. Winder treads shall have a minimum tread depth of 3" at any point. Within any flight of stairs, the greatest winder tread depth at the 12" walk line shall not exceed the smallest by more than 3 8". R311.7.7: STAIRWAY WALKING SURFACE The walking surface of treads and landings of stairways shall be sloped no steeper than 1 unit vertical in 48 inches horizontal (2-percent slope) R311.7.8: HANDRAILS Handrails shall be provided on at least 1 side of each cont. run of treads/flight with 4 or more risers. R311.7.8.1: HEIGHT Handrail height, measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. R311.7.7.2: CONTINUITY Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 1½ inch between the wall and the handrails. EXCEPTION: 1.Handrails shall be permitted to be interrupted by a newel post at the turn. 2.The use of a volute, turnout, starting easing or newel shall be allowed over the lowest tread. R312: GUARDS R312.1.1: WHERE REQUIRED Guards shall be located along open-sided walking surfaces, including stairs, ramps and landings, that are located more than 30" measured vertically to the floor or grade below at any point within 36" horizontally to the edge of the open side. Insect screening shall not be considered as a guard . R312.3: OPENING LIMITATIONS Required guards shall not have openings from the walking surface to the required guard height which allow passage of a sphere 4" in diameter. EXCEPTIONS: 1.The triangular openings at the open side of a stair, formed by the riser, tread and bottom rail of a guard , shall not allow passage of a sphere 6" in diameter. 2.Guards on the open sides of stairs shall not have openings which allow passage of a sphere 43 8" in dia. R314: SMOKE ALARMS R314.3: LOCATION AMENDED PER 780 CMR 51.00: 9TH ED. Smoke alarms shall be installed in the following locaitons; 1.In each sleeping room. 2.Outside each separate sleeping area in the immediate vicinity of the bedrooms 3.On each additional story of the dwelling, including basements and habitable attics and not including crawl spaces and uninhabitable attics. In dwellings or dwelling units with split levels and without and intervening door between the adjacent levels, a smoke alarm installed on the upper level shall suffice for the adjacent lower level provided that the lower level is less than one full story below the upper level. 4.Smoke alarms shall be installed not less than 3' horizontally from the door opening of a bathroom that contains a bathtub or shower unless this would prevent placement of a smoke alarm required by section R314.3. 5.For each 1,000ft² of area or part thereof. 6.Near all stairs. R314: CARBON MONOXIDE ALARMS R315.3: LOCATION AMENDED PER 780 CMR 51.00: 9TH ED. Carbon Monoxide alarms in dwelling units shall be outside of each separate sleeping area within 10' of the bedrooms. Where a fuel burning-appliance is located within a bedroom or its attached bathroom, a carbon monoxide alarm shall be installed within the bedroom. At least one alarm shall be installed on each story of a dwelling unit, including basements and cellars but not in crawl spaces and uninhabitable attics. R315.4: COMBINATION ALARMS AMENDED PER 780 CMR 51.00: 9TH ED. Combination Carbon Monoxide and Smoke Alarms (in compliance with section 314) shall be permitted to be used in lieu of Carbon Monoxide alarms, located as in 315.3, provided they are compatible and the smoke alarms take precedence. R506: CONCRETE FLOORS (ON GROUND) R506.1: GENERAL Concrete slab-on-ground floors shall be designed and constructed in accordance with the provisions of this section or ACI 332. Floor shall be a minimum 312" thick (for expansive soils, see section R403.1.8). the specified compressive strength of concrete shall be as set forth in section R402.2. R506.1.1: CONTROL JOINTS AMENDED PER 780 CMR 51.00: 8TH ED. Slabs shall be constructed with control joints having a depth of at least one quarter of the slab thickness but not less than 1". Joints shall be spaced at intervals not greater than 30 feet in each direction. Control joints shall be placed at locations where the slab width or length changes. EXCEPTION: 1.Control joints may be omitted when the slab is reinforced in accordance with Table R506.1.1. Reinforcement shall be placed at the mid-depth of the slab or 2" from the top of slabs greater than 4" in thickness. R506.2: SITE PREPERATION The area within the foundation walls shall have all vegetation, top soil, and foreign material removed. R506.2.1: FILL Fill materials shall be free of vegetation and foreign material. The fill shall be compacted to assure uniform support of the slab, and except where approved, the fill depths shall not exceed 24" for clean sand or gravel and 8" for earth. R506.2.2: BASE A 4"-thick base course consisting of clean graded sand, gravel, crushed stone, crushed concrete, or crushed blast-furnace slag passing a 2" sieve shall be placed on the prepared subgrade when the slab is below grade. EXCEPTION: A base course is not required when the concrete slab is installed on well-drained or sand-gravel mixture soils classified as Group I according to the United Soils Classification System in accordance with Table R405.1. R506.2.3: VAPOR RETARDER A 6 mil (0.006 inch; 152 µm) polythylene approved vapor retarder with joints lapped not less than 6 inches shall be placed between the concrete floor and the base course or the the prepared subgrade where no base course exists. EXCEPTIONS: THE VAPOR RETARDER MAY BE OMITTED: 1.From garages, utility buildings and other unheated accessory structures. 4.Where approved by the building official , based on local site conditions. R506.2.4: REINFORCEMENT SUPPORT Where provided in slabs on ground, reinforcement shall be supported to remain in place from the center to upper one third of the slab for the duration of the concrete placement. R807: ATTIC ACCESS R807.1: ATTIC ACCESS Buildings with combustible ceiling or roof construction shall have an attic access opening to attic areas that have a vertical height of 30" or greater over an area not less than 30ft². The vertical height shall be measured from the top of the ceiling framing members to the underside of the roof framing members. The rough-framed opening shall not be less than 22" by 30" and shall be located in a hallway or other readily accessible location. When located in a wall, the opening shall be a minimum of 22" wide by 30" high. When the access is located in a ceiling, minimum unobstructed headroom in the attic space shall be 30" at some point above the access measured vertically from the bottom of ceiling framing members. See section M1305.1.3 for access requirements where mechanical equipment is located in attics. R905: REQUIREMENTS FOR ROOF COVERINGS R905.2.2: SLOPE Asphalt shingles shall be used only on roof slopes of 2 units vertical in 12 units horizontal (2:12) or greater. for roof slopes from 2 units vertical in 12 units horizontal (2:12) up to 4 units vertical in 12 units horizontal (4:12), double underlayment application is required in accordance with section R905.1.1. R1003: MASONRY CHIMNEYS R1003.9: TERMINATION Chimneys shall extent at least 2 feet higher than any portion of a building within 10 feet, but shall not be less than 3 feet above the highest point where the chimney passes through the roof. 2015 IRC AND 780 CMR 51.00 9th EDITION RESIDENTIAL BUILDING CODE EXCERPTS drawing list ISSUED OR RE-ISSUED WITH REVISION    2023-1-9FINAL SETRE-ISSUED WITHOUT REVISION        ARCHITECTURAL DRAWINGS T1 TITLE SHEET A1 EXTERIOR ELEVATIONS A2 FLOOR PLANS A3 FOUNDATION PLAN, BUILDING SECTION, & GARAGE PORTAL FRAME DETAIL A4 FRAMING PLANS & DETAILS A5 GENERAL NOTES PROJECT DIRECTORY ARCHITECT: CME ARCHITECTS LLC 6 WILKINS DRIVE: STE 210 PLAINVILLE, MA 02762 CRAIG MITCHELL TEL: 508-809-3509 FAX: 508-809-3511 GENERAL CONTRACTOR: BRENDON RUHAN ADRESS TOWN, STATE ZIP CONTRACTOR TEL: 000-000-0000 CITY/TOWN OF DESIGN CRITERIA: YARMOUTH, MA ---- Snow load, ground snow load (pg) = 30 psf Wind load, basic wind speed (vult) = 140 mph 12 5 12 12 FRONT ELEVATIONRIGHT ELEVATION 12 12 12 5 REAR ELEVATION LEFT ELEVATION EXTERIOR NOTES CLAP & SHAKE SIDING AS DEPICTED REFER TO BUILDING SECTIONS FOR ALL EAVE DETAILS REFER TO ROOF & CEILING FRAMING PLANS FOR ALL ROOF PITCH AND RIDGE VENT LOCATIONS FLASHING IS REQUIRED FOR ALL ROOF TO SIDING CONNECTIONS GABLE END AND EAVE OVERHANGS TO BE SPECIFIED BY GENERAL CONTRACTOR GRADES WILL VARY AS PER SITE CONDITIONS ALL CONSTRUCTION SHALL COMPLY WITH THE FOLLOWING: 1.2015 INTERNATIONAL RESIDENTIAL CODE FOR ONE AND TWO FAMILY DWELLINGS. 2.780 CMR 51.00 - MASS. AMENDMENTS TO THE INTERNATIONAL RESIDENTIAL CODE. 3.WFCM: WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY DWELLINGS. 2001 EDITION. 4.WFCM: WOOD FRAME CONSTRUCTION MANUAL: GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREAS FOR ONE AND TWO FAMILY DWELLINGS.   5.PRESCRIPTIVE RESIDENTIAL WOOD DECK CONSTRUCTION GUIDE (BASED ON THE 2015 INTERNATIONAL RESIDENTIAL CODE)Copyright © 2023 by CME Architects, INC. The architectural plans, drawings, designs, specifications and other arrangements on this sheet are and shall remain the property of CME Architects, INC. No part thereof shall be copied, disclosed to others or used in connection with any work or project, other than the specified project for which they have been prepared and developed, without the express knowledge and written consent of CME Architects, INC.Drawing: Date Revisions Scale: Date: Drawn By: Checked By: Job Number: ARCHITECTS,INC. 6 W I L K I N S D R I V E : S U I T E 2 1 0 PLAINVILLE, MA 02762 508-809-3509 RUHAN   YARMOUTH, MA BRENDON RUHAN PERMIT SET 1 2 3 4 5 6 7 EXTERIOR ELEVATIONS A1 T.WALLACE C.MITCHELL 2023-1-12                      21230 1/4" = 1'-0" BEAM #1 BEAM #2 20' x 10' O.H. DOOR W/ CONTINUOUS HEADER ABOVE 6' x 7' O.H. DOOR W/CONTINUOUS HEADER ABOVE-SLOPE GARAGE FLOOR SLAB TO OVERHEAD DOORS AS REQUIRED -MINIMUM ONE LAYER OF FIRE RATED GYP. TO ENVELOPE ENTIRE GARAGE 2-CAR GARAGE [12'-0" +/- CEILING HEIGHT] LINE OF SLOPED CEILING A A FIRST FLOOR PLAN 1,120 SQ. FT. 12'-0" CEILING HGT 12'-7"15'-1"8'-4"40'-0"28'-0"40'-0"UP 20R A 28'-0" 14'-0"14'-0"8'-0"4'-0"13'-4"13'-4"7'-11"32'-1"4'-2"23'-10" 13'-2"14'-10" 135°135° A A A A SECOND FLOOR PLAN 904 SQ. FT. 8'-0" CEILING HGT. 4'-6" 28'-0" 9'-6"9'-6" 19'-0"4'-6"40'-0"DN 20R 4'-6" 9'-6"9'-6" 19'-0"4'-6" 28'-0"4'-0"4'-0"40'-0"F.C.H.F.C.H.F.C.H.EAVEACCESSEAVEACCESS6'-0"20'-0"6'-0"32'-0"BEAM SCHEDULE #BEAM LENGTH CLEAR SPAN LOCATION CONSTRUCTION ENGINEERED SIZE 1 28'-0"27'-0"GARAGE DROP 2 28'-0"27'-0"GARAGE DROP HARVEY WINDOW SCHEDULE #TYPE MODEL QUAN ROUGH OPENING A DOUBLE HUNG 2-2846 8*5'-6 14" x 4'-9 12" B DOUBLE HUNG 2846 1*2'-10" x 4'-9 12" G.C. TO VERIFY R.O.s WITH MANUFACTURER *INDICATES TEMPERED UNIT SEE PLAN FOR LOCATION DOOR SCHEDULE #MODEL QUAN 1 3'-0" x 6'-8" EXTERIOR STEEL 1 2 2'-8" x 6'-8" 1 HR FIRE RATED 1 SYMBOLS LEGEND: DOOR TAG (SEE SCHEDULE) WINDOW TAG (SEE SCHEDULE) PHOTOSENSITIVE SMOKE DETECTOR COMBINATION CARBON MONOXIDE AND SMOKE DETECTOR 135° HEAT DETECTOR FAN/ LIGHT C 135° P A F L # NEW 2x6/ 2x4 WALL PARTITION LOAD BEARING WALL 1 2 GENERAL NOTES OWNERS AND GENERAL CONTRACTOR SHALL REVIEW ALL PLANS, NOTES AND SPECIFICATIONS PRIOR TO CONSTRUCTION. ANY ALTERATIONS TO PLANS MUST BE TAKEN UNDER THE ADVISEMENT OF CME ARCHITECTS, INC. CME ARCHITECTS, INC., AND/OR CRAIG C. MITCHELL ARE NOT LIABLE FOR STRUCTURES BUILT FROM THESE PLANS. G.C. MUST COMPLY TO ALL STATE AND LOCAL CODES, LAWS AND REGULATIONS ALL DIMENSIONS ARE TO BE VERIFIED IN FIELD. G.C. TO VERIFY ALL EXISTING SITE CONDITIONS ANY REPRODUCTION OF PLANS WITHOUT WRITTEN PERMISSION FROM CME ARCHITECTS, INC., AND/OR CRAIG C. MITCHELL IS PROHIBITED. ALL ON SITE WORK TO BE OVERSEEN BY A LICENSED CONTRACTOR. ELECTRICAL, HVAC, AND PLUMBING PLANS TO BE PROVIDED BY LICENSED CONSULTANTS. ALL PAINTS AND FINISHES PROVIDED BY OTHERS. ALL SPECIFICATIONS TO BE VERIFIED BY OWNER AND CONTRACTOR. EXTERIOR WINDOW CASINGS TO BE PROVIDED BY DESIGNATED LUMBER YARD. FIRE STOPPING REQUIRED: SHALL CUT OFF ALL CONCEALED OPENINGS, MINIMUM 2" NOMINAL LUMBER REQUIRED. 1 A3 1 A3 C FLOOR PLAN NOTES (3)2x10 HEADERS ABOVE ALL EXTERIOR ROUGH OPENINGS UNLESS NOTED OTHERWISE. REFER TO INTERIOR/EXTERIOR HEADER SPAN CHARTS. CLOSET SHELVES AND POLES BY G.C 2X6 EXTERIOR CONSTRUCTION. ALL LUMBER SPF#2 OR BETTER. INTERIOR STAIR NOTES MAXIMUM 8 1/4" RISERS MINIMUM 9" TREAD DEPTH MIN. 34" & MAX. 38" HIGH HANDRAILS MAXIMUM 4" BALLAST SPACING 13'-4"A 12'-0"B 16'-0"4'-0"10'-6" +/- HEADER HT 14'-0"14'-0" TEMPERED TEMPEREDUNFINISHED LOFT ALL CONSTRUCTION SHALL COMPLY WITH THE FOLLOWING: 1.2015 INTERNATIONAL RESIDENTIAL CODE FOR ONE AND TWO FAMILY DWELLINGS. 2.780 CMR 51.00 - MASS. AMENDMENTS TO THE INTERNATIONAL RESIDENTIAL CODE. 3.WFCM: WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY DWELLINGS. 2001 EDITION. 4.WFCM: WOOD FRAME CONSTRUCTION MANUAL: GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREAS FOR ONE AND TWO FAMILY DWELLINGS.   5.PRESCRIPTIVE RESIDENTIAL WOOD DECK CONSTRUCTION GUIDE (BASED ON THE 2015 INTERNATIONAL RESIDENTIAL CODE)Copyright © 2023 by CME Architects, INC. The architectural plans, drawings, designs, specifications and other arrangements on this sheet are and shall remain the property of CME Architects, INC. No part thereof shall be copied, disclosed to others or used in connection with any work or project, other than the specified project for which they have been prepared and developed, without the express knowledge and written consent of CME Architects, INC.Drawing: Date Revisions Scale: Date: Drawn By: Checked By: Job Number: ARCHITECTS,INC. 6 W I L K I N S D R I V E : S U I T E 2 1 0 PLAINVILLE, MA 02762 508-809-3509 RUHAN   YARMOUTH, MA BRENDON RUHAN PERMIT SET 1 2 3 4 5 6 7 FLOOR PLANS A2 T.WALLACE C.MITCHELL 2023-1-12                      21230 1/4" = 1'-0" 12 12 12 5 12'-0" PLATE8'-118" PLATE14'-0"14'-0" 2-CAR GARAGE -SLOPE GARAGE FLOOR SLAB TO OVERHEAD DOORS AS REQUIRED -MINIMUM ONE LAYER OF FIRE RATED GYP. TO ENVELOPE ENTIRE GARAGE BUILDING SECTION1 2-2x6 SILL w/ 5 8" Ø GALV. ANCHOR BOLTS @ 48" O.C. w/ 3x3x14" PLATE WASHERS 2X12 RIDGE 2'-0" x 12" CONC. FTG. W/ 2x4 KEY WAY TO BE 4'-0" MIN. BELOW GRADE 10" CONC. FDN. W/ DAMPROOFING 2x6 WALL @ 16" O.C. W/ R21 INSULATION BLOCK ALL SEAMS & FASTEN w/ 8d @ 4" OC EDGES & 12" FIELD NAILING 2-2x6 TOP PLATE 2x10s @ 16" O.C. W/ R30 INSULATION 2x10s @ 16" O.C. W/ R49 INSULATION 2x12s @ 16" O.C. 22'-0" STOCK 2x12s @ 16" O.C. 16'-0" STOCK UNFINISHED LOFT 28'-0"4'-0"8'-8"21'-6"3'-8"2'-2"40'-0"3'-8"20'-8"3'-8" 28'-0"40'-0"CONC.OPEN'GCONCRETE OPENING CONCRETE OPENING-SLOPE GARAGE FLOOR SLAB TO OVERHEAD DOORS AS REQUIRED -MINIMUM ONE LAYER OF FIRE RATED GYP. TO ENVELOPE ENTIRE GARAGE 2-CAR GARAGE 12' MAXIMUM TOTALWALL HEIGHTMIN. (2) 12" DIAMETER ANCHOR BOLTS INSTALLED PER SECTION R403.1.6 WITH 2" x 2" x 3 16" PLATE WASHER GARAGE PORTAL FRAME DETAIL METHOD PFG (VIEW FROM INTERIOR) N.T.S. MIN. LENGTH OF PANEL PER TABLE R602.10.510' MAXIMUM HEIGHTMIN. DOUBLE 2" x 4" FRAMING COVERED WIDTH MIN. 716" THICK WOOD STRUCTURAL PANEL SHEATHING WITH 8D OR GALVANIZED BOX NAILS AT 3" O.C. IN ALL FRAMING (STUDS AND SILLS) AS SHOWN TYP. PONY WALL HEIGHT ANCHOR BOLTS PER SECTION R403.1.6 2'-18' FINISHED WIDTH OF OPENING FOR SINGLE OR DOUBLE PORTAL EXTENT OF HEADER WITH SINGLE PORTAL FRAME (ONE BRACED WALL PANEL) HEADER TO JACK-STUD PER TABLE R602.10.6.4 ON BOTH SIDES OF OPENING OPPOSITE SIDE OF SHEATHING FASTEN SHEATHING TO HEADER WITH 8D COMMON OR GALVANIZED BOX NAILS IN 3" GRID PATTER AS SHOWN MIN. 3" x 11 14" NET HEADER STEEL HEADER PROHIBITED IF 12" SPACER IS USED, PLACE ON BACK SIDE OF HEADER EXTENT OF HEADER WITH DOUBLE PORTAL FRAMES (TWO BRACED WALL PANELS) INTERMITTENT BRACED WALL PANEL REQUIRED ADJACENT OPENING FOR SINGLE PORTAL FRAM MIN. DOUBLE 2x4 POST (KING AND JACK STUD) NUMBER OF JACK STUDS PER TABLES R602.7(1) & (2) TYPICAL PORTAL FRAME CONSTRUCTION IF NEED, PANEL SPLICE EDGES SHALL OCCUR OVER AND BE NAILED TO COMMON BLOCKING WITHIN THE MIDDLE 24" OF THE PORTAL-LEG HEIGHT. ONE OF 3" O.C. NAILING IS REQUIRED IN EACH PANEL EDGE. TENSION STRAP PER TABLE 602.10.6.4 (ON OPPOSITE SIDE OF SHEATHING) SIMPSON LSTA36 STRAP MIN. 716" WOOD STRUCTURAL PANEL SHEATHING FASTEN TOP PLATE TO HEADER WITH TWO ROWS OF 16D SINKER NAILS AT 3" O.C. TYP. FASTEN KING STUD TO HEADER WITH 6 16D SINKERS EXTERIOR GARAGE FOUNDATION PLAN GENERAL NOTES OWNERS AND GENERAL CONTRACTOR SHALL REVIEW ALL PLANS, NOTES AND SPECIFICATIONS PRIOR TO CONSTRUCTION. ANY ALTERATIONS TO PLANS MUST BE TAKEN UNDER THE ADVISEMENT OF CME ARCHITECTS, INC. CME ARCHITECTS, INC., AND/OR CRAIG C. MITCHELL ARE NOT LIABLE FOR STRUCTURES BUILT FROM THESE PLANS. G.C. MUST COMPLY TO ALL STATE AND LOCAL CODES, LAWS AND REGULATIONS ALL DIMENSIONS ARE TO BE VERIFIED IN FIELD. G.C. TO VERIFY ALL EXISTING SITE CONDITIONS ANY REPRODUCTION OF PLANS WITHOUT WRITTEN PERMISSION FROM CME ARCHITECTS, INC., AND/OR CRAIG C. MITCHELL IS PROHIBITED. ALL ON SITE WORK TO BE OVERSEEN BY A LICENSED CONTRACTOR. ELECTRICAL, HVAC, AND PLUMBING PLANS TO BE PROVIDED BY LICENSED CONSULTANTS. ALL PAINTS AND FINISHES PROVIDED BY OTHERS. ALL SPECIFICATIONS TO BE VERIFIED BY OWNER AND CONTRACTOR. EXTERIOR WINDOW CASINGS TO BE PROVIDED BY DESIGNATED LUMBER YARD. FIRE STOPPING REQUIRED: SHALL CUT OFF ALL CONCEALED OPENINGS, MINIMUM 2" NOMINAL LUMBER REQUIRED. FOUNDATION NOTES 10" CONCRETE FOUNDATION WALL POUR UNLESS OTHERWISE NOTED. FOUNDATION CONCRETE TO BE MINIMUM 3,000 P.S.I. IN 28 DAYS IN ACCORDANCE WITH MASS STATE BUILDING CODE 780 CMR TABLE 5402.2-MININMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE. GARAGE SLABS TO BE MINIMUM 3,500 P.S.I. ALL FOOTINGS TO REST ON UNDISTURBED SOIL. FOUNDATION WALLS TO EXTEND A MINIMUM OF 8" ABOVE FINISHED GRADES 6 MIL. POLY VAPOR GUARD, WITH JOINTS LAPPED NOT LESS THAN 6", SHALL BE PLACED BETWEEN BASE AND SLAB. GARAGE SLABS TO BE MINIMUM 4" THICK ON MINIMUM 4" GRAVEL. BACK FILL SHALL NOT BE PLACED UNTIL WALL HAS SUFFICIENT STRENGTH. DRAINAGE SYSTEMS TO BE PROVIDED AROUND BOTTOM OF FOUNDATION TO BE DRAINAGE TILES, GRAVEL, CRUSHED STONE DRAINS, OR PERFORATED PIPES. 24" X 12" CONCRETE FOOTINGS WITH 2" X 4" KEY WAY UNDER ALL CONCRETE FOUNDATION WALLS AT A MINIMUM 4'-0" BELOW GRADE. DAMP PROOFING REQUIRED FROM TOP OF FOOTING TO FINISHED GRADE. TOP OF ALL SONOTUBES AND ENTRY LANDING WALLS TO BE VERIFIED IN FIELD (4) SIMPSON SDS25300 SCREWS EACH RAFTER/ CEILING JOIST SIMPSON H2.5 HURRICANE TIE @ 16" O.C. 5 8" ROOF SHEATHING w/ 8d @ 6" @ EDGES & 12" O.C.@ FIELD 4" CONCRETE SLAB w/ 6x6-W1.4xW1.4 W.W.F. AND 6 MIL POLY VAPOR BARRIER ON 6" COMPACTED BASE: 24” WIDE x 12” TALL CONTINUOUS FOOTING @ 48” MIN DEPTH BELOW GRADE SET ON UNDISTURBED SOIL. INCLUDE KEY WAY. (TYP) --- 2 - GRADE 60 #4 LONGITUDINAL BARS IN FOOTING (TYP) 10" 10" CONCRETE FOUNDATION FROST WALL ON 24"X12" CONCRETE FOOTING WITH CONTINUOUS 2X4 KEY ON UNDISTURBED SOIL. INCLUDE TWO LONGITUDINAL GRADE 60 #4 BARS IN FOOTING. (4) #4 HORIZONTAL BARS WITHIN 12" OF TOP AND AT MID HEIGHT (2 HORIZ BARS TOTAL). PROVIDE CORNER BARS AT ALL CHANGES IN WALL DIRECTION. 2'-8"(2) LAYERS OF 3 4" PLYWOOD (GLUED & NAILED) w/ SIMPSON LTS16 TWIST STRAP @ 16" O.C. (3) 11 7 8" LVLs IN BOTTOM OF KNEE WALL 3 4" T&G SUBFLOOR LAP SHEATHING OVER 1ST FLOOR WALLS MIN. 1'-0" SIMPSON H2.5 HURRICANE TIE @ 16" O.C. (4) SIMPSON SDS25300 WOOD SCREWS SIMPSON LSTA18 STRAPS OVER RIDGE @ 16" O.C. SIMPSON STHD14 CAST-IN-PLACE HOLDOWN (4) TOTAL REQUIRED (6) SIMPSON HDU5-SDS2.5 HOLDOWNS (2) CAST-IN-PLACE STHD14 HOLDOWNS @ GARAGE DOOR (2) CAST-IN-PLACE STHD14 HOLDOWNS @ GARAGE DOOR DOWN DOWN DETAIL (7" BOLT EMBEDMENT) N.T.S. 3"x3"x1 4" PLATE WASHER PT SILL STUD FOUNDATION WALL ANCHOR BOLT, MIN 7" EMBEDMENT. SIZE AND SPACING PER PLAN. (MIN 2 PER SILL) (3) STUD or POST AS SPECIFIED ON DRAWING SIMPSON HOLDOWN STHD14 NOTES: 1.2' MIN. LENGTH SHEAR WALL WITH 2" STAGGERED EDGE NAILING TO CONNECT TO TRIPLE STUD (3.0" MIN WIDTH). USE SIMPSON HOLDDOWN AT EACH END OF SHEAR WALL. (TYPICAL ALL SHEAR WALLS) ALL CONSTRUCTION SHALL COMPLY WITH THE FOLLOWING: 1.2015 INTERNATIONAL RESIDENTIAL CODE FOR ONE AND TWO FAMILY DWELLINGS. 2.780 CMR 51.00 - MASS. AMENDMENTS TO THE INTERNATIONAL RESIDENTIAL CODE. 3.WFCM: WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY DWELLINGS. 2001 EDITION. 4.WFCM: WOOD FRAME CONSTRUCTION MANUAL: GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREAS FOR ONE AND TWO FAMILY DWELLINGS.   5.PRESCRIPTIVE RESIDENTIAL WOOD DECK CONSTRUCTION GUIDE (BASED ON THE 2015 INTERNATIONAL RESIDENTIAL CODE)Copyright © 2023 by CME Architects, INC. The architectural plans, drawings, designs, specifications and other arrangements on this sheet are and shall remain the property of CME Architects, INC. No part thereof shall be copied, disclosed to others or used in connection with any work or project, other than the specified project for which they have been prepared and developed, without the express knowledge and written consent of CME Architects, INC.Drawing: Date Revisions Scale: Date: Drawn By: Checked By: Job Number: ARCHITECTS,INC. 6 W I L K I N S D R I V E : S U I T E 2 1 0 PLAINVILLE, MA 02762 508-809-3509 RUHAN   YARMOUTH, MA BRENDON RUHAN PERMIT SET 1 2 3 4 5 6 7 FOUNDATION PLAN, BUILDING SECTION, & GARAGE PORTAL FRAME DETAIL A3 T.WALLACE C.MITCHELL 2023-1-12                      21230 1/4" = 1'-0" 12 12 12 12 12 12 12 12 14'-0"14'-0" 12 5 12 5 2x12 RIDGE w/ CONT. VENT 2x12s @ 16" O.C.16'-0" STOCK2x12s @ 16" O.C.22'-0" STOCK2x12s @ 16" O.C.16'-0" STOCK2x10s @ 16" O.C.22'-0" STOCKTRIPLES BELOW DORMER WALLS TRIPLES BELOW DORMER WALLS BLOCKING BELOW DORMER WALLS BLOCKING BELOW DORMER WALLS ROOF FRAMING CEILING FRAMING SECOND FLOOR FRAMING 2x10s @ 16" O.C. 14'-0" STOCK 12'-10" CLEAR SPAN 2x10s @ 16" O.C. 14'-0" STOCK 12'-7" CLEAR SPAN DOUBLES TO SURROUND 2x10s @ 16" O.C.20'-0" STOCKCEILING FRAMING NOTES SEE FLOOR PLANS FOR DIMENSIONS 20 LBS./SQ. FT. LIVE LOAD 10 LBS/ SQ. FT. DEAD LOAD SPRUCE-PINE-FIR #2 LUMBER OR BETTER SEE PAGE T1 FOR ATTIC ACCESS NOTES ROOF FRAMING NOTES RAFTER SIZES AND ROOF PITCH AS NOTED ROOFING SHINGLES SPECIFIED BY G.C. ROOF VENTS AS SHOWN RIDGE VENTS AS SHOWN (SET RIDGE DOWN 2" FOR PROPER AIR FLOW WATER & ICE BARRIER TO COVER ALL HIPS, VALLEYS AND ONE COURSE UP FROM EAVE EAVE AND GABLE END OVERHANGS BY GENERAL CONTRACTOR MINIMUM 35 LB SNOW LOAD SUPPORT SEE TYPICAL EAVE DETAILS FOR ROOF TIE DOWN REQUIREMENTS FLOOR FRAMING NOTES 2X10 FLOOR FRAMING SYSTEM 2X10 RIM JOIST TO SURROUND PERIMETER OF FRAMING SYSTEM. SOLID BLOCKING ABOVE ALL BEARING PARTITIONS AND GIRTS. CONTINUOUS BRIDGING AT ALL MIDSPANS. DOUBLE JOISTS AND HANGERS AS REQUIRED. SEE FLOOR PLANS AND FOUNDATION PLAN FOR ALL DIMENSIONS. MINIMUM 1" AIRSPACE BETWEEN ALL MASONRY AND FRAMING. GENERAL NOTES OWNERS AND GENERAL CONTRACTOR SHALL REVIEW ALL PLANS, NOTES AND SPECIFICATIONS PRIOR TO CONSTRUCTION. ANY ALTERATIONS TO PLANS MUST BE TAKEN UNDER THE ADVISEMENT OF CME ARCHITECTS, INC. CME ARCHITECTS, INC., AND/OR CRAIG C. MITCHELL ARE NOT LIABLE FOR STRUCTURES BUILT FROM THESE PLANS. G.C. MUST COMPLY TO ALL STATE AND LOCAL CODES, LAWS AND REGULATIONS ALL DIMENSIONS ARE TO BE VERIFIED IN FIELD. G.C. TO VERIFY ALL EXISTING SITE CONDITIONS ANY REPRODUCTION OF PLANS WITHOUT WRITTEN PERMISSION FROM CME ARCHITECTS, INC., AND/OR CRAIG C. MITCHELL IS PROHIBITED. ALL ON SITE WORK TO BE OVERSEEN BY A LICENSED CONTRACTOR. ELECTRICAL, HVAC, AND PLUMBING PLANS TO BE PROVIDED BY LICENSED CONSULTANTS. ALL PAINTS AND FINISHES PROVIDED BY OTHERS. ALL SPECIFICATIONS TO BE VERIFIED BY OWNER AND CONTRACTOR. EXTERIOR WINDOW CASINGS TO BE PROVIDED BY DESIGNATED LUMBER YARD. FIRE STOPPING REQUIRED: SHALL CUT OFF ALL CONCEALED OPENINGS, MINIMUM 2" NOMINAL LUMBER REQUIRED. 2x10s @ 16" O.C. 14'-0" STOCK 2x10s @ 16" O.C. 14'-0" STOCK BLOCKING FIRST THREE BAYS @ 4'-0" O.C. TABLE R602.2(3) REQUIREMENTS FOR STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES: 140 MPH WIND ZONE C MINIMUM NAIL MINIMUM WOOD STRUCTURAL PANEL SPAN RATING MINIMUM NOMINAL PANEL THICKNESS (INCHES) MINIMUM WALL STUD SPACING (INCHES) PANEL NAIL SPACING ULTIMATE DESIGN WIND SPEED (MPH) WIND EXPOSURE CATEGORY SIZE PENETRATION (IN.) EDGES (INCHE S O.C.) FIELD (INCHE S O.C.) B c D 6d COMMON (2.0" x .113")1.5 24/0 3 8 16 6 12 140 115 110 8d COMMON (2.5" x .131")1.75 24/16 7 16 16 6 12 170 140 135 24 6 12 140 115 110 FOR SI: 1 INCH = 25.4 MM, 1 FOOT = 304.8 MM, 1 MILE PER HOUR = 0.447 M/S; 1 KSI = 6.895 MPA. 1.PANEL SHEATHING AXIS PARALLEL OR PERPENDICULAR TO SUPPORTS. THREE-PLY PLYWOOD SHEATHING WITH STUDS SPACED MORE THAN 16 INCHES ON CENTER SHALL BE APPLIED WITH PANEL STRENGTH AXIS PERPENDICULAR TO SUPPORTS. 2.TABLE IS BASED ON WIND PRESSURES ACTING TOWARD AND AWAY FROM BUILDING SURFACES IN ACCORDANCE WITH SECTION R301.2. LATERAL BRACING REQUIREMENTS SHALL BE IN ACCORDANCE WITH SECTION R602.10. 3.WOOD STRUCTURAL PANELS WITH SPAN RATINGS WALL-16 OR WALL-24 SHALL BE PERMITTED AS AN ALTERNATE TO PANELS WITH A 24/0 SPAN RATING. PLYWOOD SIDING RATED 16 O.C. OR 24 O.C. SHALL BE PERMITTED AS AN ALTERNATE TO PANELS WITH A 24/16 SPAN RATING. WALL-16 AND PLYWOOD SIDING 16 O.C. SHALL BE USED WITH STUDS SPACED NOT MORE THAN 16 INCHES ON CENTER.(3) 11-7/8"BEAM #2 BEAM #1 (3) 11-7/8"(3) 11-7/8"(3) 2x10 (2) 2x6(2) 2x6 (2) 2x6 (2) 2x6 (3) 16" LVL BEAM IS CONT. FROM EXT. WALL TO EXT. WALL SEE GARAGE PORTAL FRAME DETAIL SHEET A6 ALL 1ST FLOOR EXT. WALLS ARE SHEAR WALLS BLOCK ALL SEAMS & FASTEN EDGES w/ 8d@4" O.C. & FIELD NAIL w/ 8d@ 12" O.C. 5 14" x 7" PSL 5 14" x 7" PSL 5 14" x 7" PSL 5 14" x 7" PSL 3 4" T&G SUBFLOOR w/ 8d@6" O.C. EDGE NAILING & 12" O.C. FIELD NAILING SIMPSON LUS210 2x10s @ 16" O.C. 14'-0" STOCK 12'-7" CLEAR SPAN SIMPSON LUS210-2 W16X36 W16X36 (3) 2x6 POST IN EACH CORNER w/ (2) SIMPSON HDU5-SDS2.5 HOLDOWNS, SEE DETAILS 1 A4 (3) 2x10 (3) 2x10 (1) 2x6 JACK & (1) 2x6 KING, TYP.(2) 2x6 B (3) 2x10 (3) 2x8 2x4 @ 16" O.C. STRUCTURAL KNEE WALL (3) 2x8(3) 2x82x4 @ 16" O.C. STRUCTURAL KNEE WALL 5 8" ROOF SHEATING w/ 8d @ 6" O.C. EDGE NAILING & 12" O.C. FIELD NAILING SHED DORMERSIMPSON LSTA18 STRAPSOVER RIDGE@ 16" O.C.(3) 2x8 8d FIELD NAILS @ 12" OC HOLDOWNS AND POSTS REQUIRE ALIGNMENT FROM FLOOR, SEE PLAN FOR LOCATIONS SIMPSON HDU5 PER PLAN EDGE NAILING PER PLAN DOUBLE HDU5 CORNER DETAIL SCALE: 1/4" = 1'-0" TYP FDN HOLDOWN DETAIL N.T.S. SHEARWALL, SEE PLAN EDGE NAILING, PER PLAN 5/8"Ø THREADED ROD W/ SIMPONS SET-XP HDU5 HOLDOWN PER PLAN FDN WALL 2x10s @ 16" O.C. TYPICAL STEAL BEAM TO WOOD POST1 N.T.S. 3 4" PLYWOOD 2x6 NAILER w/ (2) ROWS OF 12" CARRIAGE BOLTS @ 32" O.C. W16x36 DOUBLE TOP PLATE 5 14" x 7" PSL POST 14" x 5" x 7" STL PL w/ (2) SIMPSON SDS25400 SCREWS (4) SIMPSON SDS25800 SCREWS WEB BLOCKING (LAST 2 FEET ONLY) w/ (4) 12" Ø CARRIAGE BOLTS ALL CONSTRUCTION SHALL COMPLY WITH THE FOLLOWING: 1.2015 INTERNATIONAL RESIDENTIAL CODE FOR ONE AND TWO FAMILY DWELLINGS. 2.780 CMR 51.00 - MASS. AMENDMENTS TO THE INTERNATIONAL RESIDENTIAL CODE. 3.WFCM: WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY DWELLINGS. 2001 EDITION. 4.WFCM: WOOD FRAME CONSTRUCTION MANUAL: GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREAS FOR ONE AND TWO FAMILY DWELLINGS.   5.PRESCRIPTIVE RESIDENTIAL WOOD DECK CONSTRUCTION GUIDE (BASED ON THE 2015 INTERNATIONAL RESIDENTIAL CODE)Copyright © 2023 by CME Architects, INC. The architectural plans, drawings, designs, specifications and other arrangements on this sheet are and shall remain the property of CME Architects, INC. No part thereof shall be copied, disclosed to others or used in connection with any work or project, other than the specified project for which they have been prepared and developed, without the express knowledge and written consent of CME Architects, INC.Drawing: Date Revisions Scale: Date: Drawn By: Checked By: Job Number: ARCHITECTS,INC. 6 W I L K I N S D R I V E : S U I T E 2 1 0 PLAINVILLE, MA 02762 508-809-3509 RUHAN   YARMOUTH, MA BRENDON RUHAN PERMIT SET 1 2 3 4 5 6 7 FRAMING PLANS & DETAILS A4 T.WALLACE C.MITCHELL 2023-1-12                     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b = 875 PSI (SINGLE USE) AND Fb = 1000 PSI (REPETITIVE USE), AND E SHALL BE 1,4000,000 PSI OR BETTER. WOOD STUDS MAY BE EASTERN HEMLOCK, EASTERN SPRUCE, OR HEM-FIR, GRADED "STUD" GRADE, #2 OR BETTER. LVL BEAMS, AS NOTED ON PLANS, SHALL HAVE A MINIMUM Fb = 3100 PSI, E = 2,000,000 PSI, AND Fv = 285 PSI. LVL BEAMS SHALL BE "VERSALAM" BY BOISE CASCADE. NO SUBSTITUTIONS WILL BE ACCEPTED, UNLESS THE ENGINEER SPECIFICALLY APPROVES ANOTHER PRODUCT SUBMITTED BY THE CONTRACTOR. ENGINEERED WOOD POSTS (VERSA COLUMNS), AS NOTED ON PLANS, SHALL BE VERSA-LAM 1.7 2650. PLYWOOD WALL SHEATHING, ROOF SHEATHING, AND SUBFLOORING SHALL BE APA GRADE, TRADEMARKED C-D WITH EXTERIOR GLUE. SUBFLOORING SHALL BE 3/4" THICK TONGUE AND GROOVE, AND SHALL BE GLUED TO FLOOR JOISTS WITH AN PL400 ADHESIVE PRIOR TO NAILING. ROOF SHEATHING SHALL BE 5/8" THICK AND WALL SHEATHING SHALL BE 1/2" THICK. ALL WOOD HAVING DIRECT CONTACT WITH CONCRETE OR MASONRY, AND WHEREVER WOOD IS WITHIN 6" OF FINISHED GRADE OR PART OF OPEN DECK CONSTRUCTION, SHALL BE PRESSURE TREATED. ALL METAL CONNECTORS INCLUDING JOIST AND BEAM HANGERS AND COLUMN CAP AND BASES SHALL BE BY SIMPSON STRONG-TIE CORP. THE CONTRACTOR SHALL STRICTLY ADHERE TO MANUFACTURER'S FASTENING REQUIREMENTS. CONTRACTOR TO VERIFY ALL CONNECTOR SIZES TO FRAMING ELEMENTS BEFORE ORDERING. UNLESS DETAILED OR SPECIFIED OTHERWISE ON THE PLANS, HEADERS AND BEAMS SHALL BE SUPPORTED BY AT LEAST ONE JACK STUD AND ONE KING STUD. MEMBERS WITHIN BUILT-UP BEAMS, WHETHER MADE OF SAWN OR ENGINEERED LUMBER, SHALL ONLY BE SPLICED OVER SUPPORTS. PROVIDE SIMPSON H8 HURRICANE TIES BETWEEN EACH RAFTER BOTTOM AND ITS BEARING POINT. CONTRACTOR SHALL CAREFULLY COORDINATE THE WORK OF ALL TRADES TO MINIMIZE THE NEED FOR CUT, BORED OR NOTCHED IN FRAMING LUMBER. STRUCTURAL FLOOR MEMBERS SHALL NOT BE CUT, BORED OR NOTCHED IN EXCESS OF THE LIMITATIONS SPECIFIED IN THE BUILDING CODE WITHOUT WRITTEN APPROVAL FROM THE ENGINEER. 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. BEAMS COMPRISED OF 3 LVLS OR MORE SHALL BE BOLTED TOGETHER WITH A MINIMUM OF 2-1/2" BOLTS AT 16" ON CENTER OR 3-1/4" ø SELF TAPPING LAG SCREWS AT 16" ON CENTER, ALTERNATING INSERTION SIDES, FOLLOW MANUF. SPECS, UNLESS NOTED OTHERWISE ON DRAWING. IN ADDITION TO THE FLOOR JOIST SHOWN IN THE PLANS, CONTRACTOR SHALL INSTALL DOUBLE JOISTS UNDER ALL PARTITIONS WALLS RUNNING PARALLEL TO THE DIRECTION OF FRAMING. MINIMUM BEAM BEARING TO BE 3 INCHES UNLESS NOTED OTHERWISE ON PLAN. DESIGN LOADS PER MASSACHUSETTS STATE BUILDING CODE - 9TH EDITION PLUS AMENDMENTS LIVE LOADS ROOF GROUND SNOW LOAD :40 PSF ALL OTHER AREAS:40 PSF WIND LOADS 140 MPH (ULT) , EXPOSURE B, RISK CAT II DEAD LOAD FLOORS:25 PSF ROOFS:20 PSF 1. 2. 3. 4. 5. a. 1. b. 1. 2. POST-INSTALLED ANCHORS INTO CONCRETE AND MASONRY POST-INSTALLED ANCHORS SHALL ONLY BE USED WHERE SPECIFIED ON THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER PRIOR TO INSTALLING POST-INSTALLED ANCHORS IN PLACE OF MISSING OR MISPLACED CAST-IN-PLACE ANCHORS. CARE SHALL BE TAKEN IN PLACING POST-INSTALLED ANCHORS TO AVOID CONFLICTS WITH EXISTING REBAR. HOLES SHALL BE DRILLED AND CLEANED IN ACCORDANCE WITH THE MANUFACTURER ’S PRINTED INSTALLATION INSTRUCTIONS (MPII). SUBSTITUTION REQUESTS FOR PRODUCTS OTHER THAN THOSE SPECIFIED BELOW SHALL BE SUBMITTED BY THE CONTRACTOR TO THE ENGINEER. FOR ANCHORING INTO CRACKED AND UNCRACKED CONCRETE MECHANICAL ANCHORS SHALL HAVE BEEN TESTED IN ACCORDANCE WITH ACI 355.2 AND/OR ICC-ES AC193 FOR CRACKED AND UNCRACKED CONCRETE. PRE-APPROVED PRODUCTS INCLUDE: SIMPSON STRONG-TIE “TITEN HD" (ICC-ES ESR-2713) ADHESIVE ANCHORS SHALL HAVE BEEN TESTED IN ACCORDANCE WITH ACI 355.4 AND ICC-ES AC308 FOR CRACKED AND UNCRACKED CONCRETE. ADHESIVE ANCHORS SHALL BE INSTALLED IN CONCRETE HAVING A MINIMUM AGE OF 21 DAYS. HOLES SHALL BE DRY AT THE TIME OF INSTALLATION. ACI 355.4 TEMPERATURE CATEGORY ‘B ’ ASSUMED IN DESIGN. PRIOR TO INSTALLATION OF ADHESIVE ANCHORS IN HORIZONTAL OR UPWARDLY INCLINED ORIENTATIONS RESISTING SUSTAINED TENSION LOADS, INSTALLERS ARE REQUIRED TO BE CERTIFIED IN ACCORDANCE WITH THE ACI/CRSI ADHESIVE ANCHOR INSTALLER CERTIFICATION PROGRAM AND MUST BE CONTINUOUSLY INSPECTED. PRE- APPROVED PRODUCTS INCLUDE: THREADED ROD & REBAR AS ANCHOR ELEMENTS - SIMPSON STRONG-TIE “AT-XP ” (IAPMO-UES ER-263) POST-INSTALLED REINFORCING BARS USING THE ACI 318 DEVELOPMENT LENGTH PROVISION - SIMPSON STRONG- TIE “SET-XP ” (ICC-ES ESR-2508) 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. CONCRETE ALL CONCRETE WORK SHALL BE PERFORMED IN CONFORMANCE WITH THE LATEST EDITION OF ACI-318, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE". CONCRETE SHALL BE NORMAL WEIGHT, WITH A SAND AND GRAVEL AGGREGATE , TYPE I OR TYPE II PORTLAND CEMENT AND HAVING A MINIMUM COMPRESSIVE STRENGTH (f'c) IN 28 DAYS AS FOLLOWS UNLESS INDICATED ON PLANS FOOTINGS .............................................................4000 PSI (NORMAL WT.) BASEMENT WALLS & PIERS ...............................3000 PSI (NORMAL WT.) INTERIOR SLABS ..................................................4000 PSI (NORMAL WT.) EXTERIOR SLABS EXPOSED TO WEATHER .....4000 PSI (NORMAL WT.) CONCRETE NOT OTHERWISE SPECIFIED .........3000 PSI (NORMAL WT.) MAXIMUM DENSITY OF NORMAL WEIGHT CONCRETE SHALL BE 150 POUNDS PER CUBIC FOOT. MAXIMUM DENSITY OF LIGHT WEIGHT CONCRETE SHALL BE 110 POUNDS PER CUBIC FOOT REINFORCING STEEL: TYPICAL - ASTM A615, GRADE 60. FIELD BENT - ASTM A615, GRADE 40 WELDED WIRE FABRIC - ASTM A185. ALL CONCRETE EXPOSED TO THE WEATHER OR POSSIBLE FREEZE/THAW ACTION SHALL CONTAIN 6% AIR ENTRAINMENT ADMIXTURE. ALL CONCRETE SHALL BE PLACED WITHOUT HORIZONTAL CONSTRUCTION JOINTS, EXCEPT WHERE SPECIFICALLY NOTED. VERTICAL CONSTRUCTION JOINTS AND STOPS IN SHORED CONCRETE WORK SHALL BE MADE AT MIDSPAN. HORIZONTAL REINFORCEMENT SHALL BE CONTINUOUS THROUGH VERTICAL CONSTRUCTION JOINTS. ALL KEYS SHALL BE 2"X4" (NOMINAL) UNLESS OTHERWISE SHOWN ON THE DRAWINGS. REFER TO THE ARCHITECTURAL DRAWINGS FOR CONCRETE FINISHES.WHERE FINISH IS NOT SPECIFIED, CONFORM TO REQUIREMENTS OF ACI 301-SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS. SEE ARCHITECTURAL DRAWINGS FOR DOOR AND WINDOW OPENINGS, DRIPS,WASHES, REGLETS, CONCRETE FINISHES, MASONRY ANCHORS, AND FOR MISCELLANEOUS EMBEDDED PLATES, BOLTS, ANCHORS, ANGLES, ETC. THE PLACEMENT OF SLEEVES, OUTLET BOXES, BOX-OUTS, ANCHORS, ETC.,FOR THE MECHANICAL, ELECTRICAL, AND PLUMBING TRADES IS THE RESPONSIBILITY OF THE TRADE INVOLVED. HOWEVER, ANY BOX-OUTS NOT COVERED BY TYPICAL DETAILS IN THE STRUCTURAL DRAWINGS SHALL BE SUBMITTED FOR APPROVAL. UNLESS OTHERWISE NOTE, COVER TO REINFORCING BARS SHALL AS INDICATED BELOW. CONCRETE CAST AGAINST AND PERMANENTLY IN CONTACT WITH EARTH ..............................................................3" CONCRETE IN CONTACT WITH EARTH OR WEATHER .....................................................................................................2" CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH EARTH, FOR SLABS, WALLS & BEAMS ........ 11/2" 1. 2. 3. 4. 5. 6. STRUCTURAL STEEL STRUCTURAL STEEL WORK SHALL CONFORM TO THE AMERICAN INSTITUTE OF STEEL CONSTRIUCTION, " MANUAL OF STEEL CONSTRUCTION", 14TH EDITION ASD . AMERICAN INSTITUTE OF STEEL CONSTRUCTION "CODE OF STANDARD PRACTICE FOR STEEL BUILDING STRUCTURAL STEEL SHALL BE NEW STEEL CONFORMING TO THE FOLLOWING: UNLESS NOTED OTHERWISE: ASTM A992 GRADE 50 (FY = 50 KSI) FIELD CUTTING OF STRUCTURAL STEEL OR ANY FIELD MODIFICATIONS OF STRUCTURAL STEEL SHALL NOT BE MADE WITHOUT PRIOR WRITTEN APPROVAL BY THE CONSTRUCTION MANAGER FOR EACH SPECIFIC CASE. STRUCTURAL STEEL SHALL BE PAINTED IN THE SHOP WITH ONE COAT OF PRIMER. NO CUTTING OF OR OPENINGS THROUGH STEEL WILL BE PERMITTED WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER ALL CONSTRUCTION SHALL COMPLY WITH THE FOLLOWING: 1.2015 INTERNATIONAL RESIDENTIAL CODE FOR ONE AND TWO FAMILY DWELLINGS. 2.780 CMR 51.00 - MASS. AMENDMENTS TO THE INTERNATIONAL RESIDENTIAL CODE. 3.WFCM: WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY DWELLINGS. 2001 EDITION. 4.WFCM: WOOD FRAME CONSTRUCTION MANUAL: GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREAS FOR ONE AND TWO FAMILY DWELLINGS.   5.PRESCRIPTIVE RESIDENTIAL WOOD DECK CONSTRUCTION GUIDE (BASED ON THE 2015 INTERNATIONAL RESIDENTIAL CODE)Copyright © 2023 by CME Architects, INC. The architectural plans, drawings, designs, specifications and other arrangements on this sheet are and shall remain the property of CME Architects, INC. No part thereof shall be copied, disclosed to others or used in connection with any work or project, other than the specified project for which they have been prepared and developed, without the express knowledge and written consent of CME Architects, INC.Drawing: Date Revisions Scale: Date: Drawn By: Checked By: Job Number: ARCHITECTS,INC. 6 W I L K I N S D R I V E : S U I T E 2 1 0 PLAINVILLE, MA 02762 508-809-3509 RUHAN   YARMOUTH, MA BRENDON RUHAN PERMIT SET 1 2 3 4 5 6 7 GENERAL NOTES A5 T.WALLACE C.MITCHELL 2023-1-12                      21230