GENERAL NOTES & SPECIFICATIONS LOCUS PLAN ALTERATION 3 & ADDITION:
COMMERCIAL 1.0 CONDITIONS OF CONTRACT ALTERATION 3 1.1 THESE DOCUMENTS AND NOTES ARE INTENDED TO BE SUPPLEMENTED BY AN OWNER/CONTRACTOR 13 HILL ST AGREEMENT AIA A101 OWNER/CONTRACTOR AGREEMENT AND GENERAL CONDITIONS A201. 1.2 THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING SUBCONTRACTORS WITH ALL INFORMATION IN AUBURN, MA REGARDS TO FULL SCOPE OF THE PROJECT AND THEIR RESPECTIVE TRADES DURING BIDDING AND CONSTRUCTION PHASES. & ADDITION: 2.0 GENERAL 2.1 SCOPE OF WORK INCLUDES ALL WORK REQUIRED AS DEFINED IN THE CONSTRUCTION DOCUMENTS . 2.2 CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PROTECT THE OWNERS EXISTING PROPERTY FROM DAMAGE DUE DIRECTLY OR INDIRECTLY FROM THE CONTRACTORS WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SUCH DAMAGE. 2.3 CONTRACTOR SHALL BE RESPONSIBLE FOR ALL INJURY AND DAMAGE OF ANY KIND RESULTING FROM THIS WORK, TO PERSONS OR PROPERTY . 100 Grove St, Ste. 203 Worcester MA 01605 2.4 RENTAL CHARGES, SAFETY, PROTECTION AND MAINTENANCE OF RENTED EQUIPMENT SHALL BE COMMERCIAL (774) 262-3187 [email protected] CONTRACTOR'S RESPONSIBILITY. 2.5 FINAL PAYMENT SHALL NOT BE MADE UNTIL ALL NECESSARY AFFIDAVITS, CERTIFICATION, AGENCY APPROVALS AND INSURANCE CONDITIONS OF THIS CONTRACT HAVE BEEN FULFILLED TO THE SATISFACTION OF THE OWNER. APPLICABLE REQUIREMENTS OF THE GENERAL CONDITIONS INCLUDE, BUT ARE NOT NECESSARILY LIMITED TO THE FOLLOWING: A. FINAL CLEANUP. B. COMPLETION OF ALL PUNCH LIST ITEMS. C. SUBMISSION OF WAIVERS OF LIEN COVERING THIS CONTRACTOR AND HIS SUBCONTRACTORS AND 13 HILL ST SUPPLIERS. D. COMPLETE SET OF TAGS, CHARTS, DIAGRAMS, INSTRUCTION BOOKLETS, ETC. AS REQUIRED FOR MECHANICAL AND ELECTRICAL INSTALLATIONS. E. SUBMISSION OF ALL BUILDING DEPARTMENT APPROVALS AND CERTIFICATIONS. F. WARRANTIES IN THE NAME OF THE OWNER, PRODUCT INFORMATION AND COPIES OF SUBMITTALS. 2.6 THIS JOB IS DESIGN/BUILD FOR THE SPRINKLER SYSTEM. CONTRACTORS ARE REQUIRED TO FINALIZE THE AUBURN, MA DESIGN OF THEIR RESPECTIVE SYSTEMS FOR FULL AND PROPER OPERATIONS ACCORDING TO THE APPLICABLE LAWS AND SPECIFICATIONS, IN ORDER TO SATISFY INTENDED FUNCTION AND DESIGN OF MECHANICAL AND ELECTRICAL DRAWINGS PROVIDED HERE. PROVIDE AND INSTALL ALL REQUIRED ELEMENTS OF THESE SYSTEMS FOR FULL OPERATION ACCORDING TO THE NOTES HEREIN AND IN ACCORDANCE WITH THE APPLICABLE CODES. PROVIDE DESIGN LAYOUTS AND EQUIPMENT SUBMITTALS TO ARCHITECT AND OWNER FOR REVIEW BEFORE ORDERING OR INSTALLATION. SYSTEMS DESIGN DRAWINGS, MANUFACTURERS PRODUCT SHEETS AND SHOP DRAWINGS FOR ALL REQUIRED SYSTEMS AND PRODUCTS ARE TO BE PROVIDED LEGEND FOR ARCHITECT'S AND OWNER'S REVIEW WITHIN 15 DAYS AFTER SIGNING OF THE CONTRACT BETWEEN THE OWNER AND GENERAL CONTRACTOR. SYMBOLS MATERIALS 2.7 CONTRACTOR TO PROVIDE EMERGENCY ACCESS TO THE BUILDING 2 MEANS OF EGRESS AT ALL TIMES, AREA TO BE CLEARED OF DEBRIS, PARTITIONED OFF AND LIT FOR CONTINUAL ACCESSIBILITY OF TWO EXITS. TWO EARTH - LOAM EXITS NEED TO BE PROVIDED DURING THE CONSTRUCTION AND DEMOLITION. 1 S-1 EARTH - FILL SECTION 3.0 DOCUMENTS GRAVEL 3.1 THESE DOCUMENTS HAVE BEEN COMPILED WITH THE BEST AVAILABLE INFORMATION AND ARE NOT INTENDED TO LIMIT THE SCOPE OF WORK. THE CONTRACTOR MAY ENCOUNTER HIDDEN OR COVERED CONDITIONS, NOT SAND 1 INDICATED IN THE DOCUMENTS, REQUIRING ADDITIONAL WORK FOR THE COMPLETION OF THIS CONTRACT. IT DETAIL WILL BE ASSUMED THAT THE CONTRACTOR HAS INSPECTED THE SITE PRIOR TO BIDDING AND VERIFIED ALL S-1 CONCRETE CONDITIONS, DIMENSIONS, AND OTHER INFORMATION HEREIN SUPPLIED. THE CONTRACTOR SHALL NOTIFY CONCRETE MASONRY THE ARCHITECT OF ANY UNEXPECTED FIELD CONDITIONS OR DISCREPANCIES PRIOR TO BEGINNING THEIR EXTERIOR WORK. 1 S-1 ELEVATION BRICK 3.2 ALL DIMENSIONS AND LAYOUTS SHALL BE FIELD COORDINATED BY THE CONTRACTOR WITH THE ARCHITECTURAL, MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS, ALL SHOP DRAWINGS AND EXISTING INTERIOR BITUMINOUS CONCRETE NO. DATE: REVISION: 1 A-4 CONDITIONS. ANY INCONSISTENCIES SHALL BE REPORTED TO THE ARCHITECT BEFORE PROCEEDING WITH 2 4 ELEVATION 3 THE WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL RESOLVE AT NO COST TO THE INSULATION OWNER AND TO THE SATISFACTION OF THE ARCHITECT, ANY AND ALL CONFLICTS BETWEEN THE WORK OF DOOR 3068 THE VARIOUS TRADES ARISING FROM ERRORS IN COORDINATION BETWEEN TRADES. INDICATION RIGID INSULATION WINDOW WOOD - FRAMING 4.0 CONDITIONS OF WORK D INDICATION 4.1 CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES, AND SHALL PAY AND OBTAIN BUILDING PERMITS PARTITION WOOD - FINISH AND ALL NECESSARY APPROVALS. CONTRACTOR SHALL OBTAIN ALL APPROVALS AND PERMITS FOR D TYPE CONSTRUCTION FROM THE MUNICIPAL AGENCIES HAVING JURISDICTION, PRIOR TO COMMENCEMENT OF ZIP PANEL SHEATHING WORK, AT HIS OWN EXPENSE. VERTICAL 4.2 CONTRACTOR SHALL GUARANTEE ALL WORK AGAINST DEFECTS FOR ONE YEAR FROM DATE OF SUBSTANTIAL REF. POINT ACOUSTICAL TILE COMPLETION. ROOM 123 STEEL NUMBER 5.0 DEMOLITION ALUMINUM 5.1 THE GENERAL CONTRACTOR SHALL PERFORM DEMOLITION WORK AS REQUIRED TO COMPLETE CONSTRUCTION DESCRIBED IN THE DOCUMENTS. BEFORE UNDERTAKING DEMOLITION, ALL SERVICES ARE TO METAL - SMALL SCALE BE MADE SAFE FOR DEMOLITION.
6.0 GENERAL CONSTRUCTION PARAMETERS 6.1 UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE CLEAR FROM FACE OF FINISHED WALL TO FACE OF BUILDING SUMMARY NARRATIVE LIST OF DRAWINGS FINISHED WALL OR OPENING. 6.2 THE CONTRACTOR SHALL VERIFY ALL CONDITIONS. ANY VARIATIONS IN SIZES, FLOOR LEVELS, DUCT OR PIPE TOTALS EXISTING NEW TOTAL Acropolis has been retained by the owner and occupant of the T-1 GENERAL NOTES, TITLE SHEET, DRAWING LIST, LOCATIONS, WINDOW SILL HEIGHTS, OR ANY OTHER EXISTING WHICH MAY BE AT VARIANCE WITH THE building, a general contractor who uses the buildings as their BUILDING SUMMARY ARCHITECTURAL DRAWINGS SHALL BE REPORTED TO THE ARCHITECT BEFORE THE BEGINNING OF # OF FLOORS 1 1 2 offices, showroom and to store tools and materials related to their T-2 GENERAL NOTES & TABLES DRAWING NAME: CONSTRUCTION trade. 6.3 THE GENERAL CONTRACTOR SHALL PROVIDE ALL ACCESS PANELS (FIRE RATED AND SIZED AS REQUIRED), AT # BEDROOM 0 0 0 X-1 DEMO BASEMENT, FIRST FLOOR, AND ROOF PLAN WALLS AND CEILINGS WHERE MECHANICAL, PLUMBING OR ELECTRICAL ACCESS IS NECESSARY PER CODE, OR The scope of work for this property is build 1226 SF addition on GENERAL NOTES, AS REQUIRED BY EQUIPMENT MANUFACTURER'S RECOMMENDATION. ARCHITECT TO APPROVE LOCATION # OF BATHROOM 1 1 2 two floors and reorganize the ground floor to create additional A-1 SCOPE OF WORK BASEMENT AND FIRST FLOOR AND SIZE OF ALL ACCESS PANELS NOT SHOWN ON ARCHITECTURAL DRAWINGS. offices, HC restroom and expand show room. The basement A-2 SCOPE OF WORK ROOF AND FOUNDATION PLAN TITLE SHEET, 6.4 WALL PENETRATIONS SHALL NOT INTERFERE WITH REQUIRED FIRE RATINGS. ALL FIRE-RATED SHAFT WAYS FIRST FLOOR (SF) 945 623 1,568 portion of the addition will be used for construction products and A-3 SCOPE OF WORK ELEVATIONS OR OTHER RATED ELEMENTS WHICH PASS THROUGH THE LIMITS OF THE WORK ARE TO BE MAINTAINED OR DRAWING LIST, tool storage. A-4 SCOPE OF WORK BUILDING SECTION "A", "B" , & "C" COMPLETED IN A PROPERLY RATED MANNER. BASEMENT (SF) 945 623 1,568 BUILDING 6.5 PAINT ALL SCOPE, 3 COATS, SATIN FINISH, SAME QUALITY OR SUPERIOR TO BENJAMIN MOORE. (ALKYD IN WET Exterior work will consist of new facade, parapet, stairs, HC ramp, S-1 SCOPE OF WORK - FIRST FLOOR AND CEILING AREAS.), COLORS TO BE APPROVED BY OWNER OR ARCHITECT. SUMMARY new roof and canopies. FRAMING PLANS 6.6 BLOCKING SHALL BE PROVIDED IN WALLS WHERE MOUNTING ANCHORAGE WILL BE REQUIRED. LOCATIONS TOTAL 945 1246 1,568 S-2 SCOPE OF WORK - ROOF FRAMING AND RCP PLAN INCLUDE, BUT ARE NOT LIMITED TO, OPEN AND CLOSED SHELVING, CABINETRY, COUNTERS AND TRIM. ALL PROJECT NUMBER: DRAWN BY: WOOD BLOCKING SHALL BE FIRE RETARD ANT TREATED AS REQUIRED BY CODE AND FIRESTOPPED. GARAGE: 1 2 3 20-028 RH/AA RCP-1 SCOPE OF WORK - REFLECTIVE CEILING PLAN 6.7 ALL WORK TO BE EXECUTED TO FULFILL THE INTENDED DESIGN ACCORDING TO ACCEPTED INDUSTRY STANDARDS FOR THEIR FULL FUNCTIONING AND OPERATION. SCALE: DATE: DT-1 DETAILS 04/15/2020 6.8 ALL WORK TO BE IN CONFORMANCE WITH THE 2015 IBC AND 780 CMR, MASSACHUSETTS, 9TH EDITION N/A DT-2 DETAILS SUPPLEMENTS. DT-3 SCOPE OF WORK RAMP DETAILS DRAWING NUMBER: 6.9 ALL DESIGN & BUILD TRADES TO SUBMIT SHOP DRAWINGS 15 DAYS MAX AFTER SIGNING OF CONTRACT. ALL TRADES TO ADHERE TO AMERICAN STANDARD INSTITUTE (ASI) FOR THEIR RESPECTIVE DISCIPLINES, AND B-1 SCOPE OF WORK - BASEMENT AND FIRST FLOOR RULES AND REGULATIONS OF THEIR TRADE LICENSING AGENCIES. BRACING PLAN 6.10 IF CONFLICTS OCCUR BETWEEN DRAWINGS AND SPECIFICATIONS OR PRODUCTS, PROCEDURES, ETC., THE B-2 BRACING WALL DETAILS MORE STRINGENT DETAIL AND HIGHER QUALITY SHALL BE CONSIDERED THE INTENT OF THE CONTRACT B-3 BRACING WALL DETAILS AND CALCULATIONS DOCUMENTS. ARCHITECTS CONFORMATION IS REQUIRED. 6.11 THE INTENT OF CONTRACT DOCUMENTS & RESPECTIVE DESIGN BUILD DISCIPLINES REPRESENT A COMPLETE INSTALLATION PER INDUSTRY AND TRADE STANDARDS FOR SIMILAR TYPES OF CONSTRUCTION IN THE T-1 GEOGRAPHIC REGION. GENERAL NOTES & SPECIFICATIONS CODE REVIEW ALTERATION 3 & ADDITION:
COMMERCIAL 7.0 SHOP DRAWINGS/SUBMITTALS 7.1 THE GENERAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS. SAMPLES OF ALL FINISH MATERIALS SHALL BE SUBMITTED TO 13 HILL ST ARCHITECT FOR APPROVAL, INCLUDING PAINT SAMPLE. ANY FINISHES THAT ARE PURCHASED BEFORE APPROVAL AND ARE SUBSEQUENTLY REJECTED ARE THE RESPONSIBILITY OF THE CONTRACTOR. NO SUBSTITUTIONS WILL BE CONSIDERED FOR PRODUCTS OR METHODS THAT CANNOT BE PROVIDED AS A RESULT OF CONTRACTOR'S FAILURE TO ORDER PRODUCTS IN A TIMELY AUBURN, MA MANNER, PURSUE THE WORK PROMPTLY, OR TO COORDINATE THE VARIOUS ACTIVITIES PROPERLY.
7.2 THE CONTRACTOR SHALL NOT BE RELIEVED OF RESPONSIBILITY FOR DEVIATIONS FROM REQUIREMENTS OF THE CONTRACT DOCUMENTS BY THE ARCHITECT'S APPROVAL OF SHOP DRAWINGS, PRODUCT DATA, SAMPLES, OR SIMILAR SUBMITTALS UNLESS THE CONTRACTOR HAS SPECIFICALLY INFORMED THE ARCHITECT IN WRITING OF SUCH DEVIATION AT THE TIMES OF SUBMITTAL AND THE ARCHITECT HAS GIVEN WRITTEN APPROVAL TO THE SPECIFIC DEVIATION. THE CONTRACTOR SHALL NOT BE RELIEVED OF RESPONSIBILITY FOR ERRORS OR OMISSIONS IN SHOP DRAWINGS, PRODUCT DATA, SAMPLES, OR SIMILAR SUBMITTALS BY THE ARCHITECT'S APPROVAL THEREOF.
7.3 HVAC CONTRACTOR TO PROVIDE: 7.3.1. DESIGN-BUILD SERVICES, ALL WORK TO BE IN COMPLIANCE W/ 780 CMR , INCLUDING LAYOUT/INSTALLATION DRAWINGS WITH COMPLETE LISTING AND SIZES OF ALL EQUIPMENT PROPOSED FOR USE. GENERAL NOTES: 7.3.2. UPON ACCEPTANCE SUBMIT THESE DRAWINGS TO THE ARCHITECT FOR REVIEW AND APPROVAL. 100 Grove St, Ste. 203 Worcester MA 01605 7.3.3. LOCATE TO SCALE ALL EQUIPMENT, PLUS SIZES AND ROUTING OF ALL DUCT WORK OR PIPING. 1. ALL WORK PERFORMED PER THESE DRAWINGS MUST CONFORM WITH THE LATEST (774) 262-3187 [email protected] 7.3.4. GENERAL CONTRACTOR SHALL COORDINATE THIS LAYOUT WITH FRAMERS, PRIOR TO FRAMING. EDITION OF STATE BUILDING CODE, LOCAL ORDINANCES, AND THE ADA. LOCAL BUILDING 7.3.5. ACOUSTIC DUCT INSTALLATION FOR SUPPLY AND RETURN DUCTS WITHIN 10'-0" OF CONNECTION TO FORCED-AIR EQUIPMENT OR INSPECTOR TO HAVE JURISDICTION. OTHERS. 7.3.6. QUIET OPERATING EXHAUST FANS IN ALL TOILETS AND BATHROOMS, DUCTED TO EXTERIOR. PROVIDE MAKE-UP/COMBUSTION AIR 2. THE CONTRACTOR SHALL BE FULLY FAMILIAR WITH APPROPRIATE DOCUMENTS. PER CODE REQUIREMENTS, WITH PRE-HEAT. CONTRACTOR SHALL REVIEW CONTRACT DOCUMENTS AND NOTIFY ARCHITECT OF ANY DISCREPANCIES IN WRITING BEFORE STARTING WORK 7.4. PLUMBING & SPRINKLER CONTRACTORS TO PROVIDE DESIGN BUILD SERVICES. 7.4.1. DESIGN BUILD SERVICES. 3. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND DIMENSIONS OF EXISTING 7.4.1. ALL WORK TO BE IN COMPLIANCE W/ 248 CMR OF THE PLUMBING CODE. WORK IN FIELD BEFORE . STARTING WORK. THE CONTRACTOR SHALL COORDINATE ALL 7.4.2. PROVIDE BUILDING INSPECTOR WITH ANY AND ALL REQUIRED DRAWINGS, I.E: RISER DIAGRAMS ETC. WITH PERMIT APPLICATION. DISCREPANCIES WITH THIS WORK, AND NOTIFY THE ARCHITECT IN WRITING OF ANY 7.4.3. SUBMIT A COMPLETE PROPOSED FIXTURE SCHEDULE FOR THE ARCHITECT'S REVIEW AND APPROVAL. DISCREPANCIES. WORK INCLUDES COORDINATION WITH EXISTING CONDITIONS. 7.4.4. SEE SITE PLAN FOR LOCATIONS OF REQUIRED TIE-INS. CONTRACTOR IS RESPONSIBLE FOR INFORMING ALL INSPECTING AND APPROVAL OFFICIALS OF RELEVANT CLARIFICATIONS OR CHANGES TO THE WORK. 7.4.5. ALL SUPPLY PIPING TO BE TYPE "L" COPPER MINIMUM 1/2" I.D. FOR BRANCH LINES AND MINIMUM 3/4" I.D. FOR ALL TRUNK LINES. INSULATE ALL LINES. ALL DRAINAGE LINES TO BE PVC OF SIZES AS REQUIRED BY CODE. 4. DO NOT SCALE DRAWINGS. CONTRACTOR SHALL REVIEW DOCUMENTS AND IDENTIFY IN 7.4.6. VENT ALL FIXTURES, INCLUDING ANY BOW VENTS. WRITING TO THE ARCHITECT ADDITIONAL DIMENSIONS OR CLARIFICATIONS REQUIRED 7.4.7. PROTECTION OF TUB IS THIS CONTRACTOR'S RESPONSIBILITY. BEFORE STARTING WORK. 7.4.8. REVIEW SPECIFICS OF PIPE DISTRIBUTION WITH GENERAL CONTRACTOR AND FRAMING CONTRACTOR. 7.4.9. FOLLOW CODE GUIDELINES FOR CUTTING AND NOTCHING FRAMING MEMBERS. SCHEDULE ALL INSPECTIONS IN A TIMELY MANNER. 5. WORK NOT BY ACROPOLIS DESIGN CONSULTANTS, INC. TO BE INCLUDED AS PART OF 7.4.10. PROVIDE AUTOMATIC SPRINKLER FIRE PROTECTION SYSTEM AS REQUIRED PER 2015 IBC SECTION 903 & NFPA 13 CODE. THE WORK: 7.4.11. PROVIDE COMPLETE DOCUMENTATION FOR OBTAINING THE BUILDING PERMIT. - MECHANICAL SYSTEMS - ELECTRICAL SYSTEMS - FIRE PROTECTION SYSTEMS - ACOUSTIC SYSTEMS 7.5. DESIGN & BUILD SERVICES , ALL WORK TO BE IN COMPLIANCE W/ 527 CMR & NFPA 90 REQUIREMENTS. - PLUMBING SYSTEMS - EMERGENCY POWER SYSTEMS 7.5.1. COORDINATE UTILITY COMPANY REQUIREMENTS WITH ARCHITECT AND SITE CONTRACTOR. 7.5.2. COORDINATE ALL TRENCHING WITH GENERAL CONTRACTOR. 6. MECHANICAL, ELECTRICAL, PLUMBING AND FIRE PROTECTION SYMBOLS REFLECT 7.5.3. SERVICE TO BE DESIGNED FOR 200 AMP WITH CIRCUIT BREAKER PANEL BOARD SIZED ADEQUATELY FOR EACH UNIT. DESIRED LOCATIONS. 7.5.4. COORDINATE WITH HVAC CONTRACTOR FOR A/C LOAD. 7.5.5. REVIEW LAYOUT IN FIELD WITH ARCHITECT AND GENERAL CONTRACTOR TO VERIFY LOCATIONS OF ALL SWITCHING AND LIGHTING - 7. REPAIR AND FINISH ALL EXISTING SURFACES AS REQUIRED BY NEW CONSTRUCTION. SEE DIAGRAMMATIC SWITCHING PLANS. 7.5.6. OWNER TO PROVIDE ALL LIGHTING FIXTURES AND APPLIANCES FOR CONTRACTOR TO INSTALL. 8. PROVIDE FIRE RATED WOOD BLOCKING, AS REQUIRED BY CODE, IN PARTITIONS WHERE 7.5.7. PROVIDE PERMIT AND SCHEDULE ALL INSPECTIONS IN A TIMELY FASHION. EQUIPMENT IS TO BE ATTACHED TO THE WALL OR RECESSED WITHIN THE WALL 7.5.8. PROVIDE SMOKE AND HEAT DETECTORS AS PER CODE REQUIREMENTS. INCLUDING, BUT NOT LIMITED TO: CABINETS, CREDENZAS, CHAIR RAILS, WOOD BASES, OPERABLE WALLS, COUNTERS OR WALL CAPS, SIDELITES, WINDOW WALLS, SHELVES, 7.6. ALL DESIGN & BUILD TRADES TO SUBMIT SHOP DRAWINGS 15 DAYS MAX AFTER SIGNING OF CONTRACT. ALL TRADES TO ADHERE TO BRACKETS, WHITE BOARDS, DATA WIRING BOARDS, TENANT GRAPHICS OR FURNITURE AMERICAN STANDARD INSTITUTE (ASI) FOR THEIR RESPECTIVE DISCIPLINES, AND RULES AND REGULATIONS OF THEIR TRADE PARTITIONS. LICENSING AGENCIES. 9. THESE DRAWINGS SHOW DESIGN INTENT ONLY. MEANS AND METHODS OF 7.7. IF CONFLICTS OCCUR BETWEEN DWGS AND SPECS OR PRODUCTS, PROCEDURES, ETC., THE MORE STRINGENT DETAIL AND HIGHER CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR. REQUESTS FOR CLARIFICATION OF THE DESIGN INTENT SHALL BE MADE IN WRITING TO THE ARCHITECT. QUALITY SHALL BE CONSIDERED THE INTENT OF THE CONTRACT DOCUMENTS. ARCHITECTS CONFORMATION IS REQUIRED.
7.8. THE INTENT OF CONTRACT DOCS & RESPECTIVE DESIGN BUILD DISCIPLINES REPRESENT A COMPLETE INSTALLATION PER INDUSTRY AND TRADE STANDARDS FOR SIMILAR TYPES OF CONSTRUCTION IN THE GEOGRAPHIC REGION.
STRUCTURAL FRAMING NOTES
1. JOISTS, RAFTERS AND STUDS SHALL GENERAL BE STRUCTURAL NO. 2 HEM-FIR, OR SPRUCE-PINE-FIR, WITH E=1500 KSI. ALIGN BEARING WALL STUDS DIRECTLY UNDER EACH JOIST, RAFTER, AND/OR TRUSS BEARING. ALL MATERIAL SHALL BE KILN-DRIED TO A MAXIMUM MOISTURE CONTENT OF 10 PERCENT. PROVIDE DOUBLE JOISTS BENEATH ALL BEARING WALLS THAT ARE PARALLEL TO FRAMING. COORDINATE WITH HVAC AND ELECTRICAL. NO. DATE: REVISION:
2. ZIP PANEL SHEATHING SHEATHING FOR ROOFS SHALL BE 5/8" CDX ZIP ROOF PANEL SHEATHING -- EITHER WITH "H-CLIPS" 12" O.C. OR TONGUE-AND-GROOVE EDGE PROFILES.
3. ZIP PANEL SHEATHING SHEATHING FOR WALLS SHALL BE 1/2" CDX ZIP PANEL SHEATHING -- EXCEPT USE 5/8" CDX ZIP PANEL SHEATHING AT MASONRY-VENEERED, EIFS, OR STUCCO-FINISHED WALLS OR SHEAR WALLS.
4. SUBFLOORING SHALL BE 3/4" CDX, T&G, APA-RATED "STURD-I-FLOOR" ZIP PANEL SHEATHING. GLUE AND SCREW SUBFLOORING TO JOISTS.
5. SOLID TIMBER BEAMS, POSTS, AND HEADERS BUILT-UP WITH 2X MEMBERS SHALL BE STRUCTURAL NO. 2 SPRUCE PINE FIR OR SOUTHERN YELLOW PINE, WITH MINIMUM FB=1500 PSI. SOLID-BLOCK POSTS DOWN TO CONCRETE FOUNDATION WALLS.
6. MINIMUM HEADERS FOR STUD BEARING WALLS SHALL CONFORM TO THE FOLLOWING SCHEDULE, UNLESS SPECIFICALLY NOTED OTHERWISE ON THE DRAWINGS. ZIP PANEL SHEATHING FOR BUILT-UP BEAMS SHALL BE STRUCTURAL NO. 1, IN 8'-0" LENGTHS X FULL DEPTH OF HEADER. JOINT ZIP PANEL SHEATHING AT 1/4 SPAN WHEN REQUIRED. PROVIDE JACK STUDS AND DOUBLE FULL-HEIGHT STUDS AT ALL BEARINGS
MAX. R.O. ROOF ABOVE FLOOR + ROOF ABOVE 3'-1" (2) 2X6'S (2) 2X8'S W/(1) 1/2" ZIP PANEL SHEATHING
5'-1" (3) 2X6'S W/ (2) 1/2" (2) 2X10'S W/(1) 1/2" PLYWOOD ZIP PANEL SHEATHING
7'-1" (2) 2X10'S W/ 1/2" (2) 2X12'S W/(1) 1/2" TYPICAL MOUNTING HEIGHTS ZIP PANEL SHEATHING ZIP PANEL SHEATHING
9'-1" (2) 2X12'S W/ 1/2" (2) 9 1/2" X 1 3/4" LVL'S ZIP PANEL SHEATHING FIRE PULL & FIRE HORN ALL LVL'S SHALL MEET THE FOLLOWING DESIGN STRESSES: DRAWING NAME: x MODULUS OF ELASTICITY E = 2,000,000 PSI x FLEXURAL STRESS FB = 3100 PSI DOOR & EXIT x COMPRESSION PERPENDICULAR TO GRAIN PARALLEL TO GLUE LINE FC = 750 PSI LIGHT x COMPRESSION PARALLEL TO GRAIN FC II = 2150 PSI x HORIZONTAL SHEAR PERPENDICULAR TO GLUE LINE FV = 285 PSI EXIT SIGN x COMPLY WITH ALL MANUFACTURER'S INSTALLATION DETAILS AND WRITTEN RECOMMENDATIONS. GENERAL FIELD LOCATE FIRE HORN CONSULT NOTES & 7. CUTTING AND NOTCHING: WALLS-BEARING, NOT MORE THAN 25% OF WIDTH OF MEMBER; NON BEARING, NOT MORE THAN 40% OF ARCHITECT WIDTH OF MEMBER. TABLES
8. ALL WOOD MEMBERS TO BE NAILED IN ACCORDANCE W/ MASS CODE 780 CMR APDX. C. 6" FIRE PULL 9. NAILS- COMMON WIRE, EXCEPT BARBED AT ZIP PANEL SHEATHING, GALVANIZED AT EXPOSED FRAMING. POWER DRIVEN NAILS TO CONFORM 780 CMR APDX. C. THERMOSTAT PROJECT NUMBER: DRAWN BY: 20-028 RH/AA WALL PHONE SCALE: DATE: 6" 04/15/2020
DRAWING NUMBER:
LIGHT
SWITCH 6'-8" CARD 5'-6" FIRE READER 4'-6"
EXTINGUISHER 4'-0" 3'-6" 3'-4" OUTLET (DATA & T-2 POWER) PULL HANDLE 40'-3" 40'-3" 1 12'-4 2" 27'-11" 12'-5" 1 ALTERATION 3 27'-10 2" 15'-10" 9'-9" 2'-3" 4 1 10'-2" 17'-9" 12'-4 2" & ADDITION: A-3 UP
4 COMMERCIAL A-3
7'-10" 13 HILL ST AUBURN, MA (E) RETAINING WALL (E) FOOTING (E) POST 4'-0" (E) FOUNDATION 8'-0"
4'-0" WALL 2'-2" (E) DECK (E) 2868 4'-0" (E) WATER HEATER 1'-10" (E) DH32110 (E) DH2832
(E) 21068 1 (E) FOOTING 10'-8 2" 22'-0" 2'-11 " (E) FOUNDATION 9'-1" 2 8'-2" 7'-2" (E) 11'-6" 26'-3" (E) SB36 WALL WB3624 " (E) FURNACE (E) (D) SAW CUT 2 (E) BATH 100 Grove St, Ste. 203 Worcester MA 01605 1
DEMOLISH (E) KITCHENETTE (774) 262-3187 [email protected] (E) B12
5'-9" F
11'-4" 9'-1 6'-5" 6'-5" L B1230 (D) CLT. "
2 VENT. TO
(E) FOOTING 1 EXTERIOR (E)CABINETS 12'-8" (E) LALLY (E) (E) FOUNDATION (E) BEAM 9'-7 B3612
COLUMN 2 (E) REF.
WALL (E)VAN (E) BEAM (E) LALLY A-3 (E) FOOTING (E) 2668 24'-7" 26'-3" 26'-3" COLUMN 3 (D) 2668 10'-7" " (D) 2668 2 (E) 2668 A-3 1
(E) GARAGE (E)OIL 2'-11"
17'-3 6'-9" 22'-3" 20'-7"
1 TANK 26'-3" 25'-4" 10'-6" 15'-1 2" DN 3 A-3
(D) 2668 (E) BASEMENT 22'-3" (D) OFFICE " 2 1 4'-5" " 2 1 15'-6 7'-8 3'-0" (E) FOUNDATION WALL (D) OFFICE 11'-5" UP 1 11'-5" 26'-4 2" (E) FOOTING
38'-7" 3'-6" 11'-3" 3'-8" (D) FOYER (D) DH2632-3 " 2 (D) DH2832-2 1
11'-6" 14'-11" 12'-4" 3'-5" 4'-11 4'-3" (E) OH8066 1 6'-9" 33'-6 2" (D) 3068 (D) DH2632-3 (D) DH2832-2 (D) DH2832-2 40'-3"
15'-4" C A-4 SCOPE OF WORK - DEMO, FIRST FLOOR (E) RETAINING 1 WALL DN SCOPE OF WORK - DEMO, BASEMENT A-3 x DEMOLISH WALLS AS SHOWN ON PLAN x DEMOLISH DOOR AS SHOWN ON PLAN 1 x DEMOLISH WINDOW AS SHOWN ON x DEMOLISH WALLS AS SHOWN ON PLAN A-3 PLAN x ANY ADDITIONAL SCOPE TO BE 1 1 x DEMOLISH FRONT PORCH AS SHOWN REQUIRED SHALL BE COORDINATED 4'-11 2" 13'-0" 11'-4 2" 6'-8" 4'-3" ON PLAN WITH DESIGNER x ANY ADDITIONAL SCOPE TO BE 40'-3" REQUIRED SHALL BE COORDINATED NO. DATE: REVISION: WITH DESIGNER DEMO - BASEMENT FLOOR PLAN DEMO - FIRST FLOOR PLAN 1/4" = 1'-0" 1/4" = 1'-0" 4 SCOPE OF WORK - DEMO ROOF PLAN A-3
x DEMOLISH SOFFIT TO ACCOMMODATE NEW PARAPET (E) GUTTER (E) DOWNSPOUT x ANY ADDITIONAL SCOPE TO BE REQUIRED SHALL BE COORDINATED WITH DESIGNER (E) DOWNSPOUT (E) GUTTER (E) DOWNSPOUT CONSTRUCTION LEGEND
INTERIOR WALL PARTITION TYPE 1 (E) X/12
3068 DOOR TAGS
G F A2 H INTERIOR ELEVATION E A WINDOW TAGS
EXISTING STUD WALL
EXPOSED TO FRAME DRAWING NAME:
DEMOLITION 3 (E) X/12 A-3 NEW STUD WALL (E) X/12 (E) X/12 DEMO (E) RIDGE BASEMENT FIRST REMOVED STUD WALL (E) X/12 FLOOR AND ROOF WORK TAG c PLAN S SMOKE DETECTORS
CM CARBON MONOXIDE DETECTOR PROJECT NUMBER: DRAWN BY: 20-028 RH/AA (N) NEW SCALE: DATE: 1/4" = 1'-0" 04/15/2020 (E) EXISTING
DRAWING NUMBER: (R) RENOVATED
(D) DEMOLISH
WORKING SPACE (D) OVER HANG CUT BACK OVERHANG, REMOVE REMOVE EXISTING ROOF GUTTERS & C A-4 FINISH, PREPARE TO APPLY DOWNSPOUTS (R+R) REMOVE AND REPLACE FLAT NAILER AND NEW DEMO - ROOF PLAN RAFTERS OVERLAY X-1 1/4" = 1'-0"
1 A-3 68'-3" SCOPE OF WORK 1. BASEMENT 55'-101 " 1 ALTERATION 3 2 12'-4 2" 1.1. ADD NEW FOUNDATION WALLS AND FOOTINGS AS SHOWN ON PLAN & ADDITION: 4 1 1.2. ADD NEW BEAM AS SHOWN ON PLAN 28'-0" 10'-2" 17'-9" 12'-4 2" A-3 1.3. ADD TWO OVERHEAD DOORS AS SHOWN ON PLAN 1.4. ADD NEW SAWCUT OPENING AS SHOWN ON PLAN COMMERCIAL SCOPE OF WORK 1. FIRST FLOOR 1.1. ADD NEW WALLS AS SHOWN ON PLAN 13 HILL ST 1.2. ADD NEW DOORS AS SHOWN ON PLAN 1.3. ADD NEW WINDOWS AS SHOWN ON PLAN AUBURN, MA 1.4. ADD NEW EXTERIOR STAIRS AS SHOWN ON PLAN 1.5. ADD NEW HANDICAP ACCESSIBLE RAMP AS (E) RETAINING (N) # 5 REBAR DOWEL SHOWN ON PLAN WALL SIMPSON @ 24" O.C. VERTICALLY, (E) FOOTING 1.6. FRAME NEW WALLS FOR TWO ADA BATHROOMS 4'-0" STRONG EPOXIED TO EXISTING (E) FOUNDATION 1.7. INSTALL NEW PLUMBING & FIXTURES FOR NEW BATHROOMS TO INCLUDE: TWO TOILETS, TWO STHD10 FOUNDATION, TYP. 4'-0" WALL (N) CONCRETE RAMP SINKS, TWO FLOOR DRAINS, REWORK EXISTING PLUMBING FOR NEW LAYOUT, AND ONE HOT
" (E) WATER WATER TANK AND SLOP SINK 2 1 HEATER 1.8. INSTALL NEW HVAC SYSTEM. COMPLETE DUCT
2'-4 SYSTEM, CARBON DETECTORS, GAS PIPING, AND (E) 21068 1 (E) FOOTING 10'-8 2" ELECTRICAL AND CONTROL WIRING
6'-0" 1.9. INSTALL FIRE ALARM DEVICES: HORN STROBES IN (E) FOUNDATION HALLS AND IN CONFERENCE ROOM, AND PULL 100 Grove St, Ste. 203 Worcester MA 01605 (N) STEP WALL " (E) FURNACE STATIONS IN HALLS
2 (774) 262-3187 [email protected]
DOWN 1 1.10. INSTALL FLOORING TO INCLUDE: CARPET IN
H 11'-4" 9'-1 OFFICE AREAS, HALLWAY, AND VCT TILE 6'-0" 2 6068 A-3 BATHROOM (N) OH8070 (E) FOOTING 1.11. PAINT WALLS ONE COAT PRIMER AND ONE COAT
(E) LALLY 12'-8" (E) FOUNDATION (E) BEAM FINISH COLUMN (N) SAWCUT OPENING WALL (E) BEAM 1.12. ELECTRICAL TO INCLUDE: LED SURFACE MOUNT 5'-2" (N) BASEMENT (E) LALLY FIXTURES, NEW OUTLETS FOR OFFICES, AND (E) FOOTING COLUMN 24'-7" 26'-3" 3 26'-3" TWO DATA CAT SIX LINE TO EACH OFFICE AND A A-4 SIMPSON A-3 CONFERENCE ROOMS STRONG (E) GARAGE (E)OIL
22'-3" 20'-7" STHD10 20'-7" 1 TANK 10'-6" 15'-1 2" NOTES: (SIZED BY OTHERS) 1. ALL SMOKE & CARBON MONOXIDE DETECTORS TO BE HARD
(N) STEEL BEAM ABOVE WIRED AS PER CODE
5'-2" 2. ALL BATHROOMS SHALL HAVE FAN/LIGHTS VENTED TO
" (E) BASEMENT 2 EXTERIOR AS PER CODE 1
3. DIMENSIONS ARE FACE TO FACE OF STUD 4'-5" H 12'-11 4. KITCHEN HOOD M1503.4 SIZE - MAKEUP AIR REQUIRED IF
(N) OH8070 ABOVE 400 CFM
3'-0" (E) FOUNDATION WALL UP 1 27'-2" 11'-5" 26'-4 2" (E) FOOTING 6'-0"
38'-7" 3'-6" 1'-9"
SIMPSON (E) OH8066 STRONG (N) # 5 REBAR DOWEL 33'-61 " STHD10 34'-9" @ 24" O.C. VERTICALLY, 2 EPOXIED TO EXISTING FOUNDATION, TYP. 68'-3" B C A-4 A-4 SCOPE OF WORK - BASEMENT FLOOR PLAN (N) CONCRETE RAMP 1/4" = 1'-0"
1 A-3
68'-3" 55'-11" 12'-5" (E) 1/2" GYPSUM (N) ONE (1) (N) ONE (1) LAYER (N) ONE (1) LAYER 6'-8" 14'-10" 22'-4" 9'-9" 2'-3" WALLBOARD LAYER 1/2" 1/2" G.W.B. ON DRY 1/2" G.W.B. ON G.W.B. ON SIDE ON EACH SIDE DRY SIDE AND (1) UP EACH SIDE LAYER 1/2" BLUE (E) 2X6 STUDS BOARD ON WET @ 16" O.C. NO. DATE: REVISION: 4 (N) 2X4 WOOD (N) 2X6 STUDS SIDE @ 16" O.C. A-3 (E) R-20 INSULATION STUDS @ 16" (N) 2X4STUDS BETWEEN STUDS O.C. @ 16" O.C. 7'-10" FULL HEIGHT
(E) 1/2" ZIP (N)CONCRETE (N) COVERED STAIRS SYSTEM LANDING (E) POST (N)CONCRETE (E) SIDING
8'-0" LANDING (N) (N) W2430 W1830 5'-0" 2'-2" (E) DECK (E) 2868 2'-8" MIN. DUE (N) LZ36 DN 4'-0" (N) DH2832 (N) INFILL (N) TO BRACING B (N) B24 (N) B18 1 INTERIOR EXTERIOR 1'-9 " WINDOW W23630 (N) DH2832-3 2 A-1 1'-10" A 2'-10" (E) DH32110 (E) DH2832
MATERIALPRODUCTTRADENAMEMODELNUMBER (N) 1'-0" F 22'-0" L W2430 (N) B24 12'-3" 5'-0" INTERIOR WALLS 4'-4" 6'-4" 16'-3" 7'-2" (E) 11'-6" EXTERIOR WALLS INTERIOR WALLS INTERIOR WALLS
VENT. TO 26'-3" (E) SB36 WB3624
4'-2" EXTERIOR 4'-0" (N) 3070 (E) (N) "
D CLEAR (E) BATH W2430 " 2 UP (N)9NO (N) B24 2 1 (E)
FLOOR 1 KITCHENETTE (E) F B12 B 6'-5" 6'-5" L B1230 SPACE 6'-3 6'-8 6'-11" 3'-0" (N) OFFICE 30" x 48" VENT. TO (N) FINAL LAYOUT (N) A B C D W2430
(N) (N) B24
9'-1" EXTERIOR (N) SHOW ROOM (E)CABINETS TO OWNER / (E) (N) DH2832-2 (N) OFFICE D D B3612 CONTRACTOR C (N) 3070 (E) REF.
2 1'-0" 2'-4" CONSTRUCTION LEGEND A-3 B (E)VAN 8'-1" (E) 2668
(N) AAB (E) 2668 / 12 1 INTERIOR WALL PARTITION TYPE 1'-0" 4 A WALL TYPES 1 35'-7" 2'-11" 3'-0" B 7'-8" BATH (N) (N) COMMON (N) 26'-3" (N) SB36 WB3624 19'-4" 25'-4" 3 A-1 1-1/2"=1'-0" A 4'-1" DN 6'-0"
A-4 AREA 3068 DOOR TAGS 11'-4" A-3 B
4'-6" 18'-9" (N) (N) 71'-10 B12 (N) CO4070 1 B1230
G 22'-3" 2" 12'-0" 3'-1" 4'-3" F A2 H INTERIOR ELEVATION (N) B24 (N) B24 (N) B24 (N) B24 B B B 42'-6 E 1 (N) A
2 (N
" (N) SB36 WB3624 42" 18" DRAWING NAME: 18'-10" B3612 5'-11" "
WINDOW TAGS (N) REF. A 2 (N) 3070 1 (N) RECEPTION " 2 (N) 1 (N) B12
2'-7 (N) 3070 (N) 3070 (N) 3070 B1230
EXISTING STUD WALL 7'-8
MATEPRODUCTTRADENAME RIAL MODELNUMBER C B B B 11'-11" (N) CONFERENCE (N) OFFICE (N (N) SHOW EXPOSED TO FRAME (N) OFFICE (N) OFFICE B3612 SCOPE OF WORK ROOM (N) REF. (N) DH2832-2
8'-9" 8'-9" 8'-9" ROOM 4'-0" (N) WAITING AREA DEMOLITION 4'-1" BASEMENT AND 12" max 6'-9" 19" max 3'-11" (N) 3070 (N) DH2832-2
" FIRST FLOOR 2 3'-5" 1 NEW STUD WALL 12'-3" 6'-1" 6'-0" 6'-1" 4'-3" 2'-1 A 12" CLEAR PLAN REMOVED STUD WALL (N) DH2832-3 (N) DH2832 (N) DH2832 (N) DH2832 (N) DH2832-2 3'-0" (N) DH2832-2 42" (N) INFILL (N) LANDING FLOOR
WORK TAG 6'-0" DOOR 13'-4" 72" min c SPACE PROJECT NUMBER: DRAWN BY:
1 UP 5'-0" (N) CONCRETE 5'-0" 20-028 RH/AA (N) 4 / 12 30" x 48" S SMOKE DETECTORS
B RAMP C 32" min clear A-4 A-4 5'-0" DN SCALE: DATE: CM CARBON MONOXIDE (E) RETAINING 1/4" = 1'-0" 04/15/2020 DETECTOR WALL
DRAWING NUMBER: (N) NEW 1 A-3 90" (E) EXISTING 6'-7" 9'-5" 6'-4" 6'-3" 17'-4" 5'-10" 12'-3" 4'-3" 68'-3" (R) RENOVATED (N)CONCRETE LANDING (D) DEMOLISH B AAB BATHROOM A-1 WORKING SPACE SCOPE OF WORK - FIRST FLOOR PLAN A-1 1/2"=1'-0" 1/4" = 1'-0" (R+R) REMOVE AND REPLACE ALTERATION 3
4 & ADDITION: A-3 68'-3" SCOPE OF WORK COMMERCIAL 1. ROOF PLAN 1 1 1.1. ADD NEW ROOF TO MATCH EXISTING 9 55'-8 2" 12'-6 2" 1 AS SHOWN ON PLAN 3'-3" 9'-1" DT-1 5'-1 2" 13 HILL ST 1.2. ADD NEW OVERLAY ROOF OVER EXISTING ONE AS NEW DRAINAGE AUBURN, MA 1.3. ADD NEW GUTTER AND DOWNSPOUTS AS SHOWN ON PLAN (N) 4" CONC. SLAB 1.4. ADD NEW METAL CANOPY AS SHOWN (N) # 5 REBAR DOWEL @ 24" (LOC. APROX.) ON PLAN 2 O.C. VERTICALLY, EPOXIED 1.5. NEW ICE AND WATER SHIELD AS 4'-0" DT-1 TO EXISTING FOUNDATION
SHOWN ON PLAN 4'-0"
NOTES:
1'-9" 2 1. ALL SMOKE & CARBON MONOXIDE DT-1 DETECTORS TO BE HARD WIRED AS PER (N) 10"X20" 3,500 PSF 1 1 CODE (N) 10" THK. 3,000 CONCRETE FOOTING 27'-8 2" 10'-10 2" 27'-2" (N) WALL PSF CONCRETE (E) FOOTING (E) 10" THK. CMU BLOCK 2. ALL BATHROOMS SHALL HAVE FAN/LIGHTS DROP FOUNDATION WALL FOUNDATION WALL 100 Grove St, Ste. 203 Worcester MA 01605 VENTED TO EXTERIOR AS PER CODE (774) 262-3187 [email protected]
3. DIMENSIONS ARE FROM FACE TO FACE OF 2 8'-6" (N) 4" THK. 3,500 PSF CONCRETE STUD A-3 SLAB ON 8" COMPACTED SOIL W/ 6 MIL VAPOR BARRIER
(N) WALL SAW CUT OPENING DROP FOUNDATION NOTES: TOWARD DOOR (N) SLAB PITCHED
26'-3" 24'-7" 26'-3" 3 A
1. ALL FOOTINGS SHALL BE PLACED ON A-4 11 " A-3 2 DT-1 UNDISTURBED SOIL HAVING A MINIMUM 1 (E) BEAM ABOVE (E) BASEMENT (E) BEAM ABOVE
BEARING CAPACITY OF 3000 LBS PER 20'-7" 20'-7" 1'-9 SQUARE FOOT (N) BASEMENT (E) FOOTING 2. NO FOOTING SHALL BE PLACED IN WATER OR ON FROZEN SOIL. (N) WALL (E) FOOTING DROP (N) STEEL BEAM (E) 10" THK. CMU ABOVE (SIZED BY 3. ALL EXTERIOR FOOTINGS SHALL BE A BLOCK FOUNDATION OTHERS) (E) 10" THK. CMU BLOCK MINIMUM OF 4'-6" BELOW FINISHED WALL FOUNDATION WALL GRADE. 8'-6" 1 (N) CONC. RAMP 38'-7" DT-1 (N) 10"X20" 3,500 PSF & STAIR 4. A MINIMUM OF 8" COMPACTED GRAVEL OR CONCRETE FOOTING STONE SHALL BE PLACED UNDER ALL (N) # 5 REBAR DOWEL @ 24" (E) FOOTING (E) 10" THK. CMU
(N) WALL TOWARD DOOR
(N) SLAB PITCHED O.C. VERTICALLY, EPOXIED POURED CONCRETE SLABS. DROP (N) 10" THK. 3,000 BLOCK FOUNDATION 2 TO EXISTING FOUNDATION DT-1 PSF CONCRETE WALL 5. ALL POURED CONCRETE SHALL HAVE A FOUNDATION WALL MINIMUM 28 DAY- COMPRESSIVE STRENGTH OF 3,000 LBS PER SQUARE 1'-9" INCH.
6. ALL POURED CONCRETE FOUNDATIONS 2'-111 " 29'-31 " SHALL BE IN ACCORDANCE WITH 28'-0" 2 8'-0" 2 INTERNATIONAL RESIDENTIAL CODE R401-R408 68'-3" B C A-4 7. DO NOT BACKFILL AGAINST WALL UNTIL A-4 CONCRETE HAS REACHED ITS DESIGN STRENGTH AND WALLS ARE ADEQUATELY BRACED.
8. DAMP PROOFING IS TO BE PLACED IN 1 STRICT ACCORDANCE WITH A-3 (N) 4" CONC. SLAB MANUFACTURERS SPECIFICATIONS. (LOC. APROX.) 9. FOOTINGS PLACED ON FILL TO BE ENGINEERED BY OTHERS SCOPE OF WORK - FOUNDATION PLAN HOLD-DOWN AND BRACING WALL NOTES: 1/4" = 1'-0"
1. NAIL OVER SHEATHING SURFACE 4 A-3 NO. DATE: REVISION: 2. USE 8P NAILS @ HOLES. 17 3. DO NOT OVERDRIVE NAIL, HEAD SHOULD (N) GUTTER PITCHED (N) DOWNSPOUT DT-1 BE FLUSH WITH SURFACE. TOWARDS DOWNSPOUT (E) GUTTER (E) DOWNSPOUT
(N) DOWNSPOUT (N) GUTTER PITCHED (E) DOWNSPOUT (E) GUTTER (E) DOWNSPOUT TOWARDS DOWNSPOUT
(N) 2 /12
(E) X/12
CONSTRUCTION LEGEND 2 A-3 1 INTERIOR WALL PARTITION TYPE
3068 DOOR TAGS
G 3 A F A2 H INTERIOR ELEVATION A-4 (E) X/12 A-3 E (E) X/12 DRAWING NAME: A WINDOW TAGS (N) 2 /12 EXISTING STUD WALL
EXPOSED TO FRAME SCOPE OF WORK (N) EPDM ROOF ON (N) EPDM ROOF ON DEMOLITION 5/8" ZIP PANEL 5/8" ZIP PANEL ROOF AND FOUNDATION NEW STUD WALL (N)ROOF LINE PLAN REMOVED STUD WALL (N) OVERLAY LINE
WORK TAG (N) OVERYLAY c (N) OVERYLAY PROJECT NUMBER: DRAWN BY: 20-028 RH/AA S SMOKE DETECTORS
SCALE: DATE: 1 CM CARBON MONOXIDE (N) 4/12 1/4" = 1'-0" 04/15/2020 DETECTOR (N) PARAPET
DRAWING NUMBER: B C (N) NEW A-4 SCOPE OF WORK - ROOF PLAN A-4 (N) METAL 1/4" = 1'-0" CANOPY (E) EXISTING
(R) RENOVATED 1 (D) DEMOLISH A-3 A-2 WORKING SPACE
(R+R) REMOVE AND REPLACE ALTERATION 3 & ADDITION:
COMMERCIAL
13 HILL ST AUBURN, MA
(N) CONSTRUCTION (N) PARAPET (N) METAL (N) PARAPET CANOPY T.O. PARAPET 18 2 DT-1 DT-2 (N) CEMENT 100 Grove St, Ste. 203 Worcester MA 01605 BOARD SIDING (N) CEMENT (774) 262-3187 [email protected] BOARD SIDING (N) PVC BOARD
WALL PLATE
(N) CEMENT BOARD (N) WINDOWS (N) METAL CANOPY SIDING (N) PVC BOARD (N) HAND RAIL (N) WINDOWS (N) PVC BOARD
(N) WINDOWS
T.O.CONC. FOUND.
T.O.1ST FLOOR SUB FL " 2 1 2'-0
(N) CONCRETE (N) WINDOWS (N) DOOR (E) (N) CONCRETE (N) CONCRETE STAIRS OVERHEAD STAIRS RAMP DOOR
(E) T.O. SLAB (E) RETAINING WALL (N) T.O. SLAB (N) STAIRS (N) DOORS
T.O. FTG
B.O. FTG SCOPE OF WORK - FRONT ELEVATION SCOPE OF WORK - LEFT ELEVATION 1/4" = 1'-0" 1/4" = 1'-0"
NO. DATE: REVISION:
1 DT-2 (N) CONSTRUCTION (N) METAL (N) PARAPET CANOPY T.O. PARAPET
(N) PARAPET (N) L.V.L. BEAM (N) OVERLAY (SIZED BY OTHERS) ROOF
(N) KICKOUT BRACKET WALL PLATE (N) CEMENT BOARD SIDING (N) WINDOWS (N) METAL CANOPY (N) PVC BOARD (N) WINDOWS (N) HAND RAIL
12 (N) STAIRS DT-1
T.O.CONC. FOUND. (N) 6"X6" POST T.O.1ST FLOOR SUB FL DRAWING NAME:
(N) CONCERTE (N) CONCRETE RAMP STAIRS SCOPE OF WORK (N) 4" CONC. ELEVATIONS LANDING WALL
T.O. SLAB (E) RETAINING
SCOPE OF WORK - REAR ELEVATION (N) WINDOWS (N) 12" SONO (N) DOOR SCOPE OF WORK - RIGHT ELEVATION TUBE 1/4" = 1'-0" 1/4" = 1'-0" PROJECT NUMBER: DRAWN BY: 20-028 RH/AA T.O. FTG
B.O. FTG SCALE: DATE: 1/4" = 1'-0" 04/15/2020
DRAWING NUMBER: A-3 ALTERATION 3 & ADDITION:
COMMERCIAL
13 HILL ST AUBURN, MA
(N) TRUSSES 2 (N) 2X12 NAILER (E) RIDGE DT-2 BOARD (E) HIP RAFTER T.O. PARAPET (E) ROOF TO REMAIN (N) PARAPET
" (N) RIDGE 2 100 Grove St, Ste. 203 Worcester MA 01605 1 BOARD (774) 262-3187 [email protected] 5'-5 (N) 2X6 WALL PLATE
WALL PLATE (N) 2X6 WALL (E) CEILING PLATE JOIST @ 16" O.C. (E)2X6 WALL
(N) CEILING ON LOWER " 2 (N) VAPOR (N)CONFERENCE CHORD OF TRUSSES PLATE 1 BARRIER ROOM 13'-4 (N) 2X6 @ 16" O.C. (E) 2X6 (N) 2X6 (N)COMMON AREA STUD @
8'-0" W/ R-20 INSUL. STUD @ (N)SHOW ROOM (N)SHOW ROOM 16" O.C. (N) CEMENT BOARD 16" O.C. SIDING ON 1" ZIP 2 (N) FINISH FLOOR BOARD 3 (N) 4" ADVANTEC (E)RIM BOARD (N)2X8 RIM BOARD T.O.1ST FLOOR SUB FL GLUED & NAILED
T.O.CONC. FOUND.
11" (N) 2X6 @ 16" O.C. W/ R-20 INSUL. (N) 2X8 FLOOR (N) MIDSPAN (N) STEEL (N) MIDSPAN (E) TRU 2X7 (E) BEAM (E) TRU 2X7 JOIST @ 16" O.C. W BLOCKING BEAM (SIZED BLOCKING (N) (1)2X6 PLATE ON (1) FLOOR JOIST @ FLOOR JOIST @ (E)2X6 WALL R-30 INSULATION BY OTHERS) 2X6 PT SILL PLATE ON 16" O.C. (E) LALLY (E) 2X4 (E) LALLY 16" O.C. (E) 2X4 PLATE SILL SEAL ATTACHED COLUMN STUD @ COLUMN STUD @ W 1/2" Ø ANCHOR 16" O.C. 16" O.C.
6'-9" BOLTS @ MAX 6'-0" O.C. (N)BASEMENT (E)GARAGE (E)BASEMENT (N) DAMP PROOFING BELOW GRADE
(E) T.O. SLAB (N) 10" THK. 3,000 PSI (E)4" CONCRETE CONCRETE WALL W/ SLAB
(N) T.O. SLAB 11" #5 REBAR (1) @ TOP & (1) @ MID-HEIGHT (E)FOOTING (E)FOOTING 4" THK. 3,000 PSF (E)FOUNDATION (E)FOUNDATION (E)FOUNDATION 2'-0" 2'-0" MIN. (N) 4" PERFORATED MIN. CONCRETE SLAB ON 8" WALL WALL WALL 3'-8" PVC W/FILTER MEMBRANE COMPACTED SOIL W/ 6 (E)FOOTING (E)FOOTING (E)FOOTING T.O. FTG MIL VAPOR BARRIER
B.O. FTG (N) KEYWAY 10"
(N) 10" X 20" 3,000 PSI CONCRETE STRIP FOOTING SCOPE OF WORK - BUILDING SECTION "A" (N) UNDISTURBED 1/4" = 1'-0" SOIL
NO. DATE: REVISION: 2 3 (N) COPPING (N) ASYMETRICAL (N) EPDM RUBBER (N) CEILING ON DT-2 LOWER CHORD OF DT-2 (N)2X8 @ 16" (N)EPDM RUBBER ROOF (N)2X10 BOX TRUSS ROOF MEMBRANE OVERLAY 5 FLAT T.O. PARAPET TRUSSES (N) 2X10 LEDGER BOARD T.O. PARAPET MEMBRANE ON 8" ZIP ON 5/8" ZIP ROOF ROOF BOARD OVERFRAME BOARD (N) 2X8 RAFTERS (N)COPPING @ 16" O.C. 5'-5 5'-5 12 (N) PARAPET 5'-3" (N)PARAPET 2 18 1 1 (N) 2X8 JOIST @ 2 2 " " (N) 2X6 WALL 16" O.C. DT-1 PLATE (N)ALUM. DRIP (E)RAFTERS (E) COLLAR TIES EDGE WALL PLATE WALL PLATE (N)PVC FASCIA BOARD (E) MIDSPAN (E) CEILING (E) MIDSPAN W/ ALUM. FLASHING (E)2X6 WALL BLOCKING JOIST @ 16" O.C. BLOCKING (N) VAPOR (N)VENTED SOFFIT PLATE (N) L.V.L. BEAM BARRIER (N) CEMENT BOARD (SIZED BY OTHERS) (N)L.V.L BEAM (SEE 8'-0" 8'-0" SIDING ON (E) (N) 2X6 @ 16" O.C. (N)CONFERENCE FRAMING PLAN) W/ R-20 INSUL. (N)OFFICE SHEATHING (N)SHOW ROOM (N) CEMENT BOARD ROOM (N)6X6 PT POST AREA (E) 2X6 SIDING ON 1" ZIP (E) 2X6 2 (N) FINISH FLOOR (N)WINDOW STUD @ STUD @ BOARD (N)COMMON 3 16" O.C. 16" O.C. (N)2X8 RIM BOARD (N) 4" ADVANTEC (E)RIM BOARD (E) FINISHED FLOOR T.O.1ST FLOOR SUB FL GLUED & NAILED T.O.1ST FLOOR SUB FL 11" 11" T.O.CONC. FOUND. (N) 2X6 @ 16" O.C. T.O.CONC. FOUND. W/ R-20 INSUL. (N) 2X8 FLOOR (E) TRU 2X7 (E) BEAM (E) MIDSPAN (E) MIDSPAN JOIST @ 16" W/R-30 FLOOR JOIST @ (N) (1)2X6 PLATE ON (1) (E)2X6 WALL BLOCKING BLOCKING INSULATION 2X6 PT SILL PLATE ON PLATE 16" O.C. SILL SEAL ATTACHED 6'-9" 6'-9" (E) 2X4 W 1/2" Ø ANCHOR STUD @ BOLTS @ MAX 6'-0" O.C. (N)GARAGE (E)BASEMENT 16" O.C. DRAWING NAME: (N) DAMP PROOFING BELOW GRADE
(E) T.O. SLAB (N) 10" THK. 3,000 PSI (E) T.O. SLAB 11" 11" CONCRETE WALL W/ (N)STAIRS (N)STAIRS (N) T.O. SLAB (N) T.O. SLAB SCOPE OF WORK #5 REBAR (1) @ TOP & (E)CONCRETE (1) @ MID-HEIGHT SLAB BUILDING 3'-8" (N) 4" THK. 3,500 PSF 3'-8" (E)FOUNDATION 2'-0" 2'-0" (N) 4" PERFORATED MIN. CONCRETE SLAB ON 8" MIN. WALL SECTION "A", "B", PVC W/FILTER COMPACTED SOIL W/ 6 (E)FOOTING MEMBRANE T.O. FTG MIL VAPOR BARRIER T.O. FTG AND "C" 10" 10" B.O. FTG (N) KEYWAY B.O. FTG (N) 10" X 20" 3,000 PSI CONCRETE STRIP FOOTING PROJECT NUMBER: DRAWN BY: (N) UNDISTURBED 20-028 RH/AA SOIL
SCALE: DATE: 1/4" = 1'-0" 04/15/2020 SCOPE OF WORK - BUILDING SECTION "B" SCOPE OF WORK - BUILDING SECTION "C" 1/4" = 1'-0" 1/4" = 1'-0" DRAWING NUMBER: A-4 ALTERATION 3 4 A-3 & ADDITION:
COMMERCIAL
(N)6X6 (N)2X12 PT STRINGERS @ (N)6X6 (N)6X6 PT POST 16" O.C. W/ 2X4 BRACING PT POST PT POST 13 HILL ST
(N) MIDSPAN AUBURN, MA BLOCKING (N) 2X8 FLOOR JOIST @ 16" O.C. (N) POST (N) 2X10 LEDGER BOARD (E) POST(E) HDR (E) POST (N) POST (N) POST
(E) FLOOR JOIST @ 16" O.C. JOIST JOIST (N) DBL (N) DBL
(N) DBL JOIST (E) MIDSPAN BLOCKING
100 Grove St, Ste. 203 Worcester MA 01605 2 (774) 262-3187 [email protected] A-3 (E) BEAM L.V.L. BEAM (N) DBL (N) CONTINUOUS
(SIZED BY OTHERS) JOIST (N) POST (E) BEAM 3 A A-4 A-3 (N) POST (E) DBL JOIST BLOCKING BOARD (N) MIDSPAN BLOCKING (E) FLOOR JOIST @ 16" O.C. LAG TO RIM (N) 2X8 FLOOR (N) 2X8 FLOOR (N) MIDSPAN JOIST @ 16" O.C. JOIST @ 16" O.C. (N) CONT. 2X10
LEDGER BOARD (N) CONCRETE (N) DBL (SIZED BY OTHERS) RAMP (N) F.F. STEEL BEAM JOIST (E) MIDSPAN BLOCKING (E) MIDSPAN BLOCKING (E) DBL JOIST (E) DBL JOIST
L.V.L. BEAM (E) DBL JOIST (N) CONTINUOUS (SIZED BY OTHERS) (N) POST (E) FLOOR JOIST @ 16" O.C.
(N) POST (E) POST (E) POST
(N) POST (E) BEAM
(N) CONCRETE RAMP B C A-4 A-4 DN SCOPE OF WORK - FIRST FLOOR FRAMING PLAN 1/4" = 1'-0"
1 A-3 (N) PRECAST STAIRS
4 A-3
NO. DATE: REVISION:
(N) L.V.L. (N) L.V.L. BEAM BEAM (E)POST (SIZED BY (SIZED BY (N) POST OTHERS) (N) POST OTHERS) (N) POST (N) 2X8 CEILING JOIST @ 16" O.C. SCOPE OF WORK 1. FIRST FLOOR & CEILING FRAMING PLANS (E)HDR 1.1. ADD FRAMING AS SHOWN ON PLAN (N) (N)2X10 LEDGER BOARD (E)HDR (E)HDR 1.2. ADD NEW HEADERS AS SHOWN ON POST (N) POST PLAN (N) L.V.L. (SIZED BY (1) 2X8 - 2 JK (1) 2X8 - 2 JK (E) 2X6 CEILING JOIST @ 16" O.C. 1.3. ADD NEW BEAMS AS SHOWN ON PLAN OTHERS) 1.4. AS NEW MIDSPAN BLOCKING AS SHOWN RIP TO SIZE W/ (N) JOIST HANGER ON PLAN 1.5. ADD NEW POSTS AS SHOWN ON PLAN
(E)MIDSPAN BLOCKING 2 CONSTRUCTION LEGEND A-3
(N) POST 1 INTERIOR WALL PARTITION TYPE (N) L.V.L. BEAM (SIZED BY OTHERS) (N) POST 3 DOOR TAGS A 3068 A-4 A-3
G F A2 H INTERIOR ELEVATION (N) L.V.L. BEAM
E (SIZED BY OTHERS) (E)MIDSPAN BLOCKING DRAWING NAME: A WINDOW TAGS (N) CEILING ON LOWER CHORD (N) POST EXISTING STUD WALL OF TRUSSES @ 24" O.C. (E) 2X6 CEILING JOIST @ 16" O.C.
EXPOSED TO FRAME (E)MIDSPAN BLOCKING SCOPE OF WORK FIRST FLOOR DEMOLITION (E) 2X6 CEILING JOIST @ 16" O.C. (1) 2X12 - 2 JK (1) 2X12 - 2 JK RIP TO SIZE W/ (N) JOIST AND CEILING NEW STUD WALL HANGER
(1) 2X12 - 2 JK FRAMING PLANS REMOVED STUD WALL
WORK TAG c (N) L.V.L. (SIZED BY (1) 2X8 - 2 JK (1) 2X8 - 2 JK (1) 2X8 - 2 JK (1) 2X12 - 2 JK (1) 2X12 - 2 JK PROJECT NUMBER: DRAWN BY: OTHERS) 20-028 RH/AA SMOKE DETECTORS S (N) POST (N) POST
SCALE: DATE: CM CARBON MONOXIDE 1/4" = 1'-0" 04/15/2020 (N) METAL CANOPY
DETECTOR B C A-4 A-4 (SEE DETAIL 15/DT-1) DRAWING NUMBER: (N) NEW
(E) EXISTING
1 (R) RENOVATED A-3
(D) DEMOLISH SCOPE OF WORK - CEILING FRAMING PLAN 1/4" = 1'-0" S-1 WORKING SPACE
(R+R) REMOVE AND REPLACE 4 A-3 ALTERATION 3 & ADDITION:
COMMERCIAL
(N) 2X8 RAFTERS (E)2X8 RAFTERS @ 16" O.C. 13 HILL ST @ 16" O.C. AUBURN, MA (E) 2X10 HIP RAFTER (N) 2X10 LEDGER BOARD
(E)2X8 RAFTERS @ 16" O.C. (E) 2X10 HIP RAFTER (E) 2X10 HIP RAFTER (E) 2X10 HIP RAFTER + (N) 2X10 OVERFRAME
2 A-3 (E) 2X10 HIP RAFTER + 100 Grove St, Ste. 203 Worcester MA 01605 (E) RIDGE (N) 2X12 OVERFRAME (774) 262-3187 [email protected]
3 A A-4 A-3 (E) RIDGE
(E) 2X10 FLAT OVER (N) DBL TRUSS FRAME (E) 2X10 HIP RAFTER + (N) 2X12 OVERFRAME (E)2X8 RAFTERS @ 16" O.C. (E)2X8 RAFTERS @ 16" O.C.
(N)TRUSSES @ 24" O.C. (N) 2X8 OVERLAY ROOF @ 16" O.C. (E) 2X10 HIP RAFTER + (N) 2X10 OVERFRAME (E)2X8 RAFTERS @ 16" O.C. (E)2X8(BELOW RAFTERS OVERLAY @ 16"ROOF) O.C.
(E)RAFTERS TAILS TO BE DEMOLISH TO ACCOMMODATE NEW PARAPETE B C A-4 A-4
1 A-3
SCOPE OF WORK - ROOF FRAMING PLAN 1/4" = 1'-0"
NO. DATE: REVISION:
SCOPE OF WORK 1. ROOF PLAN 1.1. ADD FRAMING AS SHOWN ON PLAN
CONSTRUCTION LEGEND
1 INTERIOR WALL PARTITION TYPE
3068 DOOR TAGS
G F A2 H INTERIOR ELEVATION E WINDOW TAGS A DRAWING NAME: EXISTING STUD WALL
EXPOSED TO FRAME DEMOLITION SCOPE OF WORK NEW STUD WALL ROOF FRAMING
REMOVED STUD WALL
c WORK TAG
PROJECT NUMBER: DRAWN BY: SMOKE DETECTORS S 20-028 RH/AA CARBON MONOXIDE CM SCALE: DATE: DETECTOR 1/4" = 1'-0" 04/15/2020 NEW (N) DRAWING NUMBER:
(E) EXISTING
(R) RENOVATED
(D) DEMOLISH WORKING SPACE S-2 (R+R) REMOVE AND REPLACE ALTERATION 3
4 & ADDITION: ELECTRICAL LEGEND A-3 COMMERCIAL COMBO EMERGENCY BATTERY LIGHT WALL PARTITION TAGS SIGN. SHALL BE CONNECTED TO AREA 1 UNSWITCHED LIGHTING CIRCUIT 13 HILL ST 3068 DOOR TAGS HORN AND STROBE AUBURN, MA A INTERIOR ELEVATION EXIT SIGN
10 LB ABC FIRE EXTINGUISHER EMERGENCY LIGHTING FE SEMI RECESSED CABINET EMERGENCY BATTERY, UNITS SHALL BE CONNECTED TO AREA UNSWITCHED F FIRE ALARM PULL STATION LIGHTING CIRCUIT.
A WINDOW TAGS DOWN CAN FIXTURE F LIGHT FIXTURE SPRINKLER HEAD LIGHT FIXTURE S F TRACK MOUNT L 100 Grove St, Ste. 203 Worcester MA 01605 2'x4' PARABOLIC FLUORESCENT LIGHT (774) 262-3187 [email protected] F 2'x2' PARABOLIC FLUORESCENT LIGHT SD SMOKE DETECTORS L 2 CARBON MONOXIDE DETECTOR CM A-3 RETURN REGISTER SHALL COMPLY W/ NFPA 720 2009 SD S SUPPLY REGISTER (N) NEW SD SD EXIT SIGN (E) EXISTING S S 3 A A-4 A-3 (R) EXIT SIGN WITH DIRECTIONALS RENOVATED SD S DOWN CAN FIXTURE 1 SURFACE LIGHT FIXTURE
FLUORESCENT UTILITY LIGHT THERMOSTAT
J FAN JUNCTION BOX F FAN & LIGHT L
MASTER BOX FT FIRE ALARM TERMINAL BOX M
ELECTRIC DUPLEX OUTLET VOICE/DATA JACK
HUBBLE FOR BOX FROM WIREMOUNT - 20 AMP FB ELEC./VOICE/DATA
ABOVE COUNTER OUTLET 48" OR 36" POWER FROM OVERHEAD CABLE F GFI OUTLET
ENERGY MANAGEMENT LIGHTING CONTROL SYSTEM 5 CEILING MATERIAL: 8" GYPSUM WALL BOARD B C NOTES: A-4 A-4
1. WALL-MOUNTED FIRE EXTINGUISHERS (FE)TO BE LOCATED AS SHOWN. 2. ROOF TOP HVAC UNITS TO HAVE SMOKE DETECTORS AS REQUIRED BY CODE.
3. FIRE PANEL ANNUNCIATION AND PULL STATIONS LOCATED AS SHOWN. 1 4. PROVIDE F.R.T. BLOCKING IN ALL PARTITIONS WHICH WILL HAVE MILL WORKING A-3 ATTACHED. 5. LOCATION OF DOORS UNITS WILL BE CONSISTENT AND TIGHT TO PERPENDICULAR CORNERS (8" MIN) SCOPE OF WORK - FIRST FLOOR RCP PLAN 6. SOUND INSULATION TO BE ADDED TO PARTITION WALLS OF ALL PRIVATE OFFICES, 1/4" = 1'-0"4 EXECUTIVE CONFERENCE ROOMS AND BATHROOMS. A-3 7. 4'-0" X 4'-0" -5/8" PLYWOOD TEL. MOUNTING BOARD TO BE INSTALLED IN ELECTRICAL ROOM NO. DATE: REVISION: 8. WORK INCLUDES FULL LIFE SAFETY SYSTEMS, INCLUDING HORN & STROBES AS PER CODE. 9. AIR-BALANCING OF ENTIRE TENANT AREA WILL BE REQUIRED AT COMPLETION. 10. FURNISH AND INSTALL ANY SUPPLY AND RETURN REGISTERS AS NEEDED WITHIN RECONFIGURED AREAS 11. DIFFUSERS AND RETURNS WILL BE 24"X24" SQUARE. 12. PROVIDE FIRE DAMPERS AS REQUIRED BY CODE. 13. TRANSFER GRILLES WILL BE SUPPLIED AND INSTALLED IN ALL FULL 14. HEIGHT OPEN AREAS FROM PLENUM AREAS
SCOPE OF WORK 1. ROOF PLAN 1.1. ADD FRAMING AS SHOWN ON PLAN
2 CONSTRUCTION LEGEND A-3
1 INTERIOR WALL PARTITION TYPE 3 A 3068 DOOR TAGS A-4 A-3
G F A2 H INTERIOR ELEVATION E DRAWING NAME: A WINDOW TAGS
EXISTING STUD WALL
EXPOSED TO FRAME SCOPE OF WORK
DEMOLITION REFLECTED
NEW STUD WALL CEILING PLAN
REMOVED STUD WALL
WORK TAG c PROJECT NUMBER: DRAWN BY: 5 SMOKE DETECTORS CEILING MATERIAL: 8" GYPSUM S 20-028 RH/AA WALL BOARD SCALE: DATE: CM CARBON MONOXIDE B C DETECTOR A-4 A-4 1/4" = 1'-0" 04/15/2020
DRAWING NUMBER: (N) NEW
(E) EXISTING 1 (R) RENOVATED A-3
(D) DEMOLISH WORKING SPACE RCP-1
(R+R) REMOVE AND REPLACE SCOPE OF WORK - BASEMENT RCP PLAN 1/4" = 1'-0" B.O. FTG. GRADE 1X4 PVCSHADOW T.O.C. BOARD SOFFIT (VENTED) DT-1 PANEL SHEATHING. 1X6 PVCFASCIA SHINGLES AT30YR. BOARD BELOW GRADE) (MINIMUM 4'-0" W/#15 FELTON5/8"ZIP ARCH. ASPHALT TOP OFWALL TOP OFSLAB B.O.FTG. 18 T.O.FTG. 1X3 BLOCKING DT-1 DT-1 DT-1 SOFFIT DETAIL @ REAR PORCH 13 GUTTER 9 4'-0" MINIMUM 6" 1 WINDOW DETAIL SPREADBASE SONOTUBE FROST WALL@OPENING 10" VARIES 6" 3" =1'-0" 5" 3/4" =1'-0" 3/4" =1'-0" 10" 3/4" = 1'-0" 5" INSULATION 1 FLASHING MEMBRENE BLOCKING (SEE FRAMINGPLANS) CASING SIDING SHEATHING WOOD SILL WINDOW WINDOW HEADER AIR BARRIER 2 " ZIPBOARD 12" CONCRETE PROPOSED GRADE FILLED SPREAD UNDISTURBED SOIL PT POSTBEARING FILLED SONOTUBE EACH POST BASE BRACKETS AT METAL POST OF SONOTUBETO COMPACTED TO95% 6" STRUCTURALFILL 24" CONCRETE ADJUST HEIGHT 10" THICK,3,000PSI FROST WALL FOOTING UNDISTURBED SOIL NEAR MID-HEIGHT (1) #5REBAR@ (1) #5REBAR@ COMPACTED TO95% GRAVEL CONCRETE SLAB W/6MIL 6" STRUCTURALFILL 8" COMPACTED 20"X10" CONCRETE TOP OFWALL 4 "CONCRETE VAPOR BARRIER 1X3 FURRINGSTRIPS FRAMING PLANS) HEADERS (SEE 1 COLUMN STRUCTURAL W/SMOOTH VENEER 2 " GYP.WALLBOARD
1'-0" 1'-0" BELOW GRADE) (MINIMUM 4'-0" STRUCTURAL BEAM DT-1 TOP OFSLAB B.O.FTG. 10 T.O.FTG. BEARING POST
6" 3" TYPICAL BEAMPOCKET H (BEYOND) DT-1 VARIES 19
D DT-1 W 2 STRUCTURAL BEAM TOP OFSILLPLATES(SHIM TOP OFBEAMTOMATCH W/STEEL IFREQUIRED (SIZED BYOTHERS) FACIA DETAIL SCALE: 1-1/2" =1'-0" 3/4" =1'-0" DT-1
14 8" TYPICAL FROSTWALL MIN. 5" DECK PINCONNECTION 3 1/2" THREADEDSTIRRUP 1/2" THREADEDSTIRRUP 10"X6"X INTO WALL INTO WALL R-20 INSULATION STUD WALLW/G.W.B.& 3/4" ROD(MINIMUM Ø 1"PIN 6"X3"X WITH TURNBUCKLE 2 1 1'-8" " 10" 10" 3/4" =1'-0" EPDM ROOF 6 SIMPSON H2.5HURRICANE 2 1 1 2 " 1 " STEELPLATE 2 2X10 RAFTERS@16"o.c 5/8" ZIPPANELROOFSHEATHING " STEELPLATE 5" ANCHOR (STAGGERED 1- 1 EA. SIDE,TYP.) 2 " =1'-0" 10" METAL DRIPEDGE BREAKMETAL 1X8 SOFFITW/ 10" NEAR MIDHEIGHT (1) #5REBAR OF WALLSTORY CORROSION 10" THICK,3,000PSI 1/2"X12" FROST WALL UNDISTURBED SOIL FABRIC MEMBRANE PVC WITHFILTER MIRAFI FILTER KEY WAY (1) #5REBAR@ GRAVEL @ MAX6'-0"O.C. COMPACTED TO95% CONCRETE SLAB W/6MIL 8" COMPACTED 6" STRUCTURALFILL TOP OFWALL 4" PERFORATED 4 "CONCRETE VAPOR BARRIER ANCHOR BOLT RESISTANT HARDWARE PLATE SITSAGAINSTCONCRETEINFILL NEED METALSPACERSFROMPLATETO NOTE: 2" CONC. (ORREMOVEINSULATION)SO 3 14" MIN HANDRAIL 1 2 1 " MIN 38" A.F.F. 34" TO 6" DT-1 A 2" 38" A.F.F. 34" TO HAND RAILFASTENER DT-1 20 1 2 1 " 1/2" THREADED 10"X6"X PLATE CONNECTION 3/8" STEEL PLATE Ø 1"PIN STIRRUP INTOWALL 6"X3"X WELD LEDGER SCALE: 1-1/2" =1'-0" 3/4" =1'-0" DT-1 4 1 2 1 " 2
" STEEL 1'-0" CORROSION RESISTANT HARDWARE STAIR -STRINGERCONN. HANDRAIL DT-1 3
13" MIN 38" A.F.F. 4 34" TO 1 BEAM ASSEMBLY 2 1
" MIN 2 1 4 " MAX 3/4" =1'-0" 3/4" =1'-0" -(N) CONT.2X10PTLEDGER -(N) 3/4"T&GCDXSHEATHING -(N) COUNTERFLASHING -(N) ALUMFLASHING -(N) FINISHEDFLOOR -(N) 1XDECKING EMBED) HY-20 ADHESIVE, 6"MIN. EXIST. MASONRY W/HILTI LAG BOLTS@16"O.C. COUNTER FLASHING @ 16"O.C.(DRILLANDFILL -(N) ALUMFLASHING& - -(N) 2X10PT@16"FLRJST -(E) MASSWALL - -(N) SIMPSONSTRONG JOIST HANGERSLUS28 ANCHOR &SCREENINSERT (N) 5/8"ØGALV. (N) 5/8"ØGALV.ADHESIVE 1X PTTRIMRISES FASTENED TOSTRINGERS ENTIRE LENGTHOFBEAM HANGERS 600LBMINDOWN RIM BOARDORBEAM BOTTOM ANDTOPALONG LOAD (SIZED ACCORD.TOMANUF. (2) 2XPTHEADER@ENDOF (SHIM W/STL.IFREQ.) SPECS ORPERBLDG.CODE) STRUCTURAL BEAM STAGGERED 2"FROM STAIR ROUGHOPENING 5/4X6 COMPOSITEDECKING 2X12 PTSTRINGER@16"O.C. TOP OFSILLPLATES TOP OFBEAMTOMATCH W/2X4 BRACES W/ISSU210Z SLOPEDJOIST #10D THREADEDSCREWS 38" A.F.F. 1 34" TO 2 1
" MAX 5/16" MIN.
DT-1 Ø2" 5 1 8" B CIRCULAR HAND RAILPROFILE (AS-PER R311.7.7.3) DT-1 12
1 1
2 " RECESSED DT-1 15 1'-0"MIN 1 5 1 2 " 1 1 6" =1'-0" 2 " 1 2 " NON-CIRCULAR STAIR BASEFOOTING DT-1 5
2 (2) #5REBARS 1 7 " 3 1'-0" 4 8 4"
" MAX LEDGER FASTENERSPACING 3/4" =1'-0" 1 2X PTLEDGERBOARD JOIST
5 2 "X5" LAGBOLTSCREW 4 X6 COMPOSITEDECK 1'-0" 12"X12"X WIDTH FASTENER FOR FASTEN PER MANUFSPEC. RAILING SYSTEM BOLTS BALLUSTER (2) 1/2"CARRIAGE GRADE BEAM CONCRETE GUARD RAILINGPOST SLAB LANDING STRINGER TO 3000 PSI TOP RAILING W/1/2"X 8" 4" 3000PSICONCRETE 4X4 PTPOST ANCHOR BOLT NOT TOSCALE
2" 2" 1'-0" 4'-0" DT-1 11 BEAM COLUMNCONNECTIONDETAIL 1'-0"
1 1 2 "
5 1 2 " 1 1 2 " 3/4" =1'-0" 1" DT-1 DT-1 6 16 HANDRAIL LATERAL CONN.@GUARDRAILPOST SUPPORT 3'-0" MAX STAIR GUARD 3/4" =1'-0" POST GUARD DT-1 6'-0" MAX 7 HANGERS DBL 2X8NAILER (E) (E)FINISHED FLOOR W/HUS28 JOIST N F.F.STEEL (N) 2X8FLOOR (E) 1" RISER ANDTREAD 3 4 THREAD " SUBFLOOR 9" MIN. WIDTH 16" O.C. BY OTHERS) BEAM (SIZED JOIST @ 1/2" ØMACHINE HAND RAIL REQUIRED WHENMORE BALUSTER SPACING MATERIAL NON-SLIP THREAD LOWER CHORDOFRAILING RODS W/NUTSAND BOLT ORTHREADED STAIR RAILINGS SPACING Ø6"SPHEREMAX Ø4" SPHEREMAX THROUGH THAN THREERISERS ALLOWED TOPASS WASHERS ARE PRESENT ALLOWED TOPASSTHROUGH
36" HAND RIM BOARD RAIL HIEIGHT 3/4" =1'-0" 3/4" =1'-0" DT-1 16" O.C.W/2X4BRACES 1" TH.MIN.RISER IF RISEROPENØ4" MATERIAL NON-SLIP THREAD MATERIAL SPHERE MAXALLOWD 2X12 PTSTRINGER@ TO PASSTHROUGH 12
2" 2" 8" SIMPSON STRONG TIE DTT2 JOIST DECKING MAX RISER 5/4X6 COMPOSITE DT-1 17 B.O. FTG. T.O. FTG T.O. SLAB T.O.WALL FOR ADDITIONAL REQUIREMENTS SEE MANUF. DT-1
10" 4" VARIES 8
FOUNDATION WALL@WINDOW 8"
MIN. NON-SLIP THREADMATERIAL
8" JOIST TOBEAMCONN.OPTION (STAGGER) 2X WOODBEAM MIN. #10 X3"SCREWS 2X2 PTBALLUSTER BRACKET 3'-0"MAX 5/4 x6PTDECKING 2X12 PTSTRINGER DT-1 NON-CORROSIVE IF DECKISATTACHEDTO HOUSE NAILS (3) 8dX3"THREADEDTOE 2X DECKJOIST,ONLYUSE 2X6 PTTOPRAIL W/2X4 PTREINF. 1-1/2" HANDRAIL 12 5" 3/4" =1'-0" NOT TOSCALE 1'-8" 10" STAIR RAILDETAIL SCALE: 1-1/2"=1'-0" 5" 38" A.F.F.
34" TO 1 1 12"12" LUS210 JOISTHANGER H2. 5AZJOISTHANGER 1 2 1 " 10" THICK,3,000PSI FROST WALL FOOTING FLASHING HEADER FABRIC MEMBRANE PVC WITHFILTER BLOCKING BLOCKING UNDISTURBED MIRAFI FILTER NEAR MID-HEIGHT (IF NEEDED) (1) #5REBAR@ (1) #5REBAR@ COMPACTED GRAVEL CONCRETE CONCRETE SLAB W/6MIL SOIL 6" STRUCT.FILL 8" COMPACTED 20"X10", 3,000PSI TOP OFWALL TO 95% KEY WAY 4 "CONCRETE 4" PERFORATED WOOD SILL WINDOW WELL WINDOW WOOD VAPOR BARRIER PROJECT NUMBER: DRAWING NUMBER: DRAWING NAME: (774) [email protected] SCALE: 100 GroveSt,Ste.203WorcesterMA01605 O AE REVISION: DATE: NO. DT-1 1/4" =1'-0" ALTERATION 3 20-028 COMMERCIAL AUBURN, MA & ADDITION: 13 HILLST DETAILS DATE: DRAWN BY: 04/15/2020 RH/AA ALTERATION 3 & ADDITION:
COMMERCIAL
13 HILL ST (N) 2X10 LEDGER BOARD T.O. PARAPET (N)2X8 @ 16" AUBURN, MA (N) EPDM RUBBER ROOF OVERLAY 5 MEMBRANE ON 8" ZIP (N) 2X8 RAFTERS @ 16" O.C. (N) METAL ROOF BOARD 5"
5" COPPING (N) METAL COPPING
18 (N) 2X4 1'-3" (N) 2X8 JOIST @ 16" O.C. (N) 2X4 1'-3" DT-1 10" 10" (N) 1X4 P.V.C BOARD (N) 1X4 P.V.C BOARD W/COR-A-VENT (N)ALUM. DRIP EDGE W/COR-A-VENT (N)PVC FASCIA BOARD W/ ALUM. (N) 1X10 P.V.C (N) 1X10 P.V.C FLASHING BOARD 91" BOARD 4" 2 (N)2X10 WALL PLATE 4" 10" (N) 2X4 1 (N) 2X4 1'-12" LEDGER 1'-2" BOARD (N)GUTTER (N) 2X6 STUD @ 100 Grove St, Ste. 203 Worcester MA 01605 (N) 2X6 STUD @ 16" O.C. AIR (774) 262-3187 [email protected] 16" O.C. AIR (N)VENTED SOFFIT (N) 1X10 P.V.C FLOW (N) 1X10 P.V.C FLOW BOARD (N)L.V.L BEAM (SEE FRAMING BOARD PLAN) (N) (2) 2X6 (N)6X6 PT POST WALL PLATE (N) DOOR (N) 2X6 STUD @ 12 (N) 2X6 STUD @ 16" O.C. 16" O.C. CUT BACK DT-1 PLYWOOD TO (N) R-20 20 (N) R-20 ACCOMMODATE (N) COMP. DECKING INSULATION DT-1 INSULATION INSULATION (N) VINYL SIDING (N)VINYL SIDING (N) 2X10 PT RIM JOIST (E)RAFTERS T.O.1ST FLOOR SUB FL (N) ASYMMETRICAL TRUSS T.O. CONC. FOUND. (E)WALL PLATE
(N) 6X6 PT POST (N) (2) 2X6 WALL PLATE (N) 6X6 SIMPSON (N) CEILING ON LOWER STRONGTIE POST BASE CHORD OF TRUSS (N)CONCRETE PIER WITH SPREADBASE FOOTING 9 2 PARAPET DETAIL @ NEW ROOF 3 PARAPET DETAIL W/ NEW OVERYLAY DT-1 DT-2 1" = 1'-0" DT-2 1" = 1'-0"
T.O. SLAB
T.O. FTG
B.O. FTG
NO. DATE: REVISION: 1 REAR STAIRS DETAIL DT-2 3/8" = 1'-0"
DRAWING NAME:
DETAILS
PROJECT NUMBER: DRAWN BY:
20-028 RH/AA
SCALE: DATE:
1/4" = 1'-0" 04/15/2020
DRAWING NUMBER: DT-2 (N)CONCRETE ALTERATION 3 LANDING & ADDITION: 5'-0" COMMERCIAL
13 HILL ST AUBURN, MA
TO BE FIELD ADJUSTED ACCORDING TO GRADE 5'-0"
2'-0" G DT-3
UP 1'-6" 100 Grove St, Ste. 203 Worcester MA 01605
1'-6" (774) 262-3187 [email protected] 3'-0" G DT-3 3'-0" 1'-6"
E
1'-6" DT-3
(N) CONCRETE (N)CONCRETE RAMP / 12 1 4 STAIRS 1 RAMP ELEVATION, TYP.
(N) NOT TO SCALE A A-4 5'-0"
INSTALL 1-1/2" CONTINUOUS 7 31" 4'-5 " HAND RAIL AT 18" AND 34" A.F.F. 2 16 ATTACHED AT EACH POST
METAL HANDRAIL & F DETAIL - F
BALLUSTER 1'-5" DT-3 1-1/2" = 1'-0" IF OVER 30" ABOVE GRADE 3'-6"
METAL 1-1/2" POST
WHERE NOTED 1'-6" APPROX. 6'-0" OC
POURED-IN PLACE CONCRETE FLASHING AS REQUIRED ACCORDING TO GRADE TO BE FIELD ADJUSTED
G DETAIL - G DT-3 1-1/2" = 1'-0"
NO. DATE: REVISION:
(N) LANDING 6'-0" 13'-4" 5'-0" 45°
1 UP 5'-0" (N) 4 / 12 5'-0"
DN A.1 SECTION A-A DT-3 NOT TO SCALE
C SECTION C-C DT-3 3/4" = 1'-0" DRAWING NAME: PAVEMENT PLAN 1/2" = 1'-0" SCOPE OF WORK RAMP DETAILS (N)CONCRETE LANDING
PROJECT NUMBER: DRAWN BY: 20-028 RH/AA
SCALE: DATE: 1/4" = 1'-0" 04/15/2020
DRAWING NUMBER:
D SECTION DETAIL DT-3 DT-3 E DETAIL E-E DT-3 NTS WALL BRACING LEGEND ALTERATION 3 & ADDITION: BWL BRACED WALL LINE 4 A-3 BWP BRACED WALL PANEL COMMERCIAL BWL A LEGEND 13 HILL ST WSPF WOOD STRUCTURAL PORTAL FRAME BRACE WALL LINE AUBURN, MA 4'-0" 24'-0" LIB LET-IN BRACING BRACE WALL LOCATION (TOTAL SUM OF BRACE WALLS ON SHT. B.3) GB GYPSUM BOARD 4'-0" 4'-0" 16'-0" 4'-0" WSP WSP WSP WOOD STRUCTURAL PANEL PF ABW ALTERNATIVE BRACE WALL 2'-0" 4'-0" NRW NARROW BRACE WALL BWL 1 100 Grove St, Ste. 203 Worcester MA 01605 BWL - START AND END (774) 262-3187 [email protected]
2 A-3
3 A A-4 A-3 PF 2'-3" 14'-3"
BWL 2 4'-0" PF 2'-0"
WSP WSP 4'-0" 4'-0" 16'-0" 4'-0"
4'-0" 24'-0" BWL B C A A-4 A-4 SCOPE OF WORK - BASEMENT BRACING WALL PLAN 1/4" = 1'-0"
1 A-3
4 A-3
NO. DATE: REVISION:
LEGEND BRACE WALL LINE BWL BWL B C 4'-0" 12'-0" 15'-9" BRACE WALL LOCATION (TOTAL SUM OF BRACE 5 WALLS ON SHT. B.3) 2'-8" 14'-38" 2'-8" ABW ABW
MATERIALPRODUCTTRADENAMEMODELNUMBER 4'-0" 4'-0" GB BWL 3 5'-4"
2 A-3
3 A A-4 A-3 6'-8" WSP 14'-3" 13'-4"
DRAWING NAME:
SCOPE OF WORK
" BASEMENT AND 1 BWL 2 4 8'-8 FIRST FLOOR BRACING WALL GB 4'-0" 4'-0" PLAN
ABW ABW DRAWN BY: 14'-111" PROJECT NUMBER: 2'-8" 8 2'-8" 20-028 RH/AA
4'-0" 12'-0" 15'-9" SCALE: DATE: 1/4" = 1'-0" 04/15/2020 B C A-4 A-4
BWL BWL DRAWING NUMBER: B C
1 A-3 B-1 SCOPE OF WORK - FIRST FLOOR BRACING WALL PLAN 1/4" = 1'-0" B-4 5
12" MAX.TOTAL WALL HEIGHT ELEVATION METHOD PORTAL FRAMEGARAGE(PFG) (AS PERFIGURE R602.10.6.3) NOT TOSCALE 12" MAX.TOTAL WALL HEIGHT PONY 10" MAX. HEIGHT WALL PONY HEIGHT 10" MAX. HEIGHT WALL HEIGHT MIN. (1)5/8"DIAMETERANCHORBOLTINSTALLEDPER SECTION R403.1.6-WITH2"X2"X3/8"PLATEWASHER DOOR OPENINGS. MIN. FOOTINGSIZEUNDEROPENINGIS12"X12".A TURNED-DOWN SLABSHALLBEPERMITTEDAT FRAMING) MIN.(2) 3500LBSTRAP-TYPEHOLD-DOWNS MIN. REINFORCINGOFFOUNDATION,ONE#4BARTOP (EMBEDDED INTOCONCRETEANDNAILED R602.10.5 MIN. LENGTHOFPANELPERTABLE AND BOTTOMOFFOOTING.LAPBARS15"MIN. MIN. DOUBLE2"X4"FRAMINGCOVERED NAILS AT3"O.C.INALLFRAMING (STUDS ANDSILLS)ASSHOWNTYP. STRUCTURAL PANELSHEATHINGWITH 8D COMMONORGALVANIZEDBOX WITH MIN.3/8"THICKWOOD HEADER TOJACK-STUDSTRAPERPER PLACE ONBACK-SIDEOFHEADER PROHIBITED IF1/2"SPACERISUSED, MIN. 3"X111/4"NETHEADERSTEEL OF OPENINGOPPOSITESIDE SHEATHING FASTEN SHEATHINGTOHEADERWITH8D TABLE R602.10.6.4ONBOTHSIDES COMMON ORGALVANIZEDBOXNAILSIN 3" GRIDPATTERNASSHOWN SECTION R403.1.6 ANCHOR BOLTSPER INSTALLED PERSECTIONR403.1.6 MIN.(2) 1/2"DIAMETERANCHORBOLTS WITH 2"X2"X3/16"PLATEWASHER MIN. DOUBLE2"X4"FRAMINGCOVERED NAILS AT3"O.C.INALLFRAMING (STUDS ANDSILLS)ASSHOWNTYP. STRUCTURAL PANELSHEATHINGWITH 8D COMMONORGALVANIZEDBOX WITH MIN.7/16"THICKWOOD R602.10.5 MIN. LENGTHOFPANELPERTABLE HEADER TOJACK-STUDSTRAPERPER OF OPENINGOPPOSITESIDE SHEATHING TABLE R602.10.6.4ONBOTHSIDES FASTEN SHEATHINGTOHEADERWITH8D COMMON ORGALVANIZEDBOXNAILSIN 3" GRIDPATTERNASSHOWN PLACE ONBACK-SIDEOFHEADER PROHIBITED IF1/2"SPACERISUSED, MIN. 3"X111/4"NETHEADERSTEEL EXTENT OFHEADERWITHSINGLEPORTAL 2'-18' FINISHEDWIDTHOFOPENING FRAME(ONE BRACEDWALLPANEL) EXTENT OFHEADERWITHSINGLEPORTAL FOR SINGLEORDOUBLEPORTAL 2'-18' FINISHEDWIDTHOFOPENING FRAME(ONE BRACEDWALLPANEL) FOR SINGLEORDOUBLEPORTAL EXTENT OFHEADERWITHDOUBLEPORTALFRAMES(TWOBRACEDWALLPANELS) EXTENT OFHEADERWITHDOUBLEPORTALFRAMES(TWOBRACEDWALLPANELS) SECTION R403.1.6 ANCHOR BOLTSPER B-4 2 ELEVATION METHOD PORTALFRAMEHOLD(PFH) (AS PERFIGURER602.10.6.2) NOT TOSCALE INTO FRAMING) DEVICE (EMBEDDEDINTO MIN. 1000LB.HOLD-DOWN CONCRETE ANDNAILED PER TABLESR602.7(1) NUMBER OFJACKSTUDS MIN. DOUBLE2X4POST (KING ANDJACKSTUD) &(2) IF NEEDED,PANEL IN EACHPANELEDGE NAILING ISREQUIRED PORTAL-LEG HEIGHT MIDDLE 24"OFTHE BLOCKING WITHINTHE NAILED TOCOMMON ONE ROWOF3"O.C. OCCUR OVERANDBE SPLICE EDGESSHALL CONSTRUCTION TYPICAL PORTALFRAME INTERMITTENT BRACEDWALL FOR SINGLEPORTALFRAME PANEL REQUIREDADJACENT OPPOSITE SIDEOF SHEATHING) TABLE 602.10.6.4(ON TENSION STRAPPER PER TABLESR602.7(1) NUMBER OFJACKSTUDS MIN. DOUBLE2X4POST (KING ANDJACKSTUD) &(2) IF NEEDED,PANEL IN EACHPANELEDGE NAILING ISREQUIRED PORTAL-LEG HEIGHT NAILED TOCOMMON MIDDLE 24"OFTHE BLOCKING WITHINTHE ONE ROWOF3"O.C. OCCUR OVERANDBE SPLICE EDGESSHALL CONSTRUCTION TYPICAL PORTALFRAME SHEATHING) OPPOSITE SIDEOF TABLE 602.10.6.4(ON TENSION STRAPPER FASTEN TOPPLATE FASTEN KINGSTUD SINKER NAILSAT3" TYP. TWO ROWSOF16D TO HEADERWITH 6-16D SINKERS TO HEADERWITH MIN. 3/8"WOOD SHEATHING STRUCTURAL PANEL FASTEN TOPPLATE FASTEN KINGSTUD ..TYP. O.C. SINKER NAILSAT3" TWO ROWSOF16D TO HEADERWITH 6 16DSINKERS TO HEADERWITH MIN.7/16" WOOD SHEATHING STRUCTURAL PANEL SHEATHING CORNERRETURN STRUCTURAL PANELOR32" STRUCTURAL FIBERBOARD REQUIRED ANDINSTALLED GYPSUM WALLBOARDAS
10'-0" MAX PANEL HEIGHT AS PER 2308.6.5.1 CHAPTER 7(OFTHEIRC) STRAP-TYPE ANCHORSSHALL IN ACCORDANCEWITH EACH SHOWNFORCLARITY). STRAP-TYPE ANCHORSPER TO CONCRETEFOOTING OR PANEL MUSTBEATTACHED BRACED WALLLINEAS PER DOUBLE STUDSREQUIRED AS PERFIGURER602.10.6.1 AS PERFIGURER602.10.6.1 TABLE R602.10.6.1(ONEOF ATTACHED OVERTHEOOD 0.131") @12IN.O.C MINIMUM 24"WOOD SHEATHING ONONEFACE WALL CONTINUOUSOVER CONCRETE FOUNDATION 16D NAIL(3-1/2"X MIN. 2X4FRAMING. STUDS UNDERHEADER (2) HOLD-DOWNOR BE PERMITTEDTO STRUCTURAL PANEL STRUCTURAL PANEL MIN. FIGURE R602.10.6.1 8 3 " THICKWOOD B-3 AS REQUIRED 3 METHOD ABW( WOOD STRUCTURAL PANEL (WSP) DETAIL B-4 SCALE: 3/4"=1'-0" 4 INSIDE CORNERDETAIL SCALE: N.T.S. 34" IF10FETWALLHEIGHT 32" IF8FEETWALLHEIGHT 28" IF8FEETWALLHEIGHT 4" OR 6" AS PERTABLER602.10.5 R602.3(2). MAY VARY.SEEFIGURE ORIENTATION OFSTUD AS PER FIGURER602.10.6.1) structural panelsheathingor FOR FASTENING SEE TABLER602.3(1) 32" Structuralfiberboard See TableR602.3(1) sheathing cornerreturn 0.131") at12in.o.c. structural fiberboard structural panelor Continuous wood 16d nail(3-1/2"x Minimum 24"wood B-4 braced wallline 3 nonstructural for fastening FOUNDATION, ONE#4BAR FOOTING. REINFORCING MIN. REINFORCINGOF SHALL BELAPPED15 INCHES. FOR PANELSPLICE(IF EDGES R602.10.6.1 EDGES FORTHEFIRSTOF2 PANEL EDGESFORSINGLE DOOR OPENINGS. PANEL EDGESSHALLMEET NEEDED) ADJOINING BOX NAILS@6"O.C.AT TOP ANDBOTTOMOF MIN. FOOTINGSIZEUNDER LOCATED BETWEEN6"AND12" (2) OVER ANDBEFASTENED AS PERFIGURER602.10.6.1 OPENING IS12"X12". A OF EACHENDTHESEGMENT STORIES STORY ANDAT4"O.C.PANEL SHALL BEPERMITTED AT 8D COMMONORGALVANIZED TO COMMONFRAMING TURNED-DOWN SLAB WOOD STRUCTURALPANEL AS PERFIGURER602.10.6.1 FIBERBOARD (BRACEDWALLLINE) PANEL ORSTRUCTURAL CONTINUOUS WOODSTRUCTURAL filler panel 2 1 WOOD STRUCTURALPANEL(WSP)DETAIL OUTSIDE CORNERDETAIL SCALE: N.T.S. " DIAMETERANCHORBOLTS Optional AS PERFIGURE , ANDBLOCKEDAT
1'-0" MIN. x ABW NOTE: DEPTH IN ACCORDANCE R302.10.6.1 Method panels. SHALL BECONSTR Alternate bracedwall OUTSIDE CORNERDETAIL W U A @ 1'-4"O.C. 2X6 STUD (TYP) 6" 8'-0" 1'-4" 7" R602.3(2). Orientation ofstudmay vary. SeeFigure BUILDING CORNER required andinstalledin See TableR602.3(1)for Gypsum wallboardas 7 (oftheIRC) accordance withChapter fastening 6" 7" 1'-4" 1'-0" 1'-4" R602.10.4 6" 7" 48" MINIMUMASPERR602.10.5 48" MINIMUMASPERR602.10.5
1'-4" 1'-0" B-3 1'-4" 7" 7" FINISH NAILS@6" O.C. (TYP.ASPER 6d CASINGOR TABLE R602.10.4) 1 R602.10.4 AS PERTABLE METHOD WSP WOOD STRUCTURAL PANEL (WSP) DETAIL SCALE: 3/4"=1'-0" @ 1'-4"O.C. 2X4STUDS 1'-4" SHEATHING SEAM (TYP) 6" B-3 sheathing (bothedges Optional nonstructural 2 structural fiberboard sides ateachpanel Minimum 24"wood Fasteners onboth sheathing or32" 7" 1'-4" structural panel METHOD GB GYPSUM BOARDDETAIL SCALE: 3/4"=1'-0" for fastening 1'-4" 7" 7" at corners) See Table filler panel R602.3(1) 7" R602.10.4 AS PERTABLE edge 1'-4" B-4 1'-4" 1 GARAGE CORNERDETAIL SCALE: N.T.S. 2X6@ 16"O.C FACE ATSEAMS SEAM SHEATHING 2X6 BLOCKING APPLIED ON IN ACCORDANCEWITH IN ACCORDANCEWITH R602.3.4 R602.3.2 (2) 2XTOPPLATE FASTENED ASPERTABLE RATING ASPER PANEL SPAN EXTERIOR WOOD PANEL ASPER R702.3.5 BOARD. ASPERR602.10.4.3. 2X BOTTOMPLATE STRUCTURAL ATTACHED TOFRAMING ATTACHED TOFRAMING 8 3 24/0 MINIMUM TABLE R602.3(3) TABLE R602.10.4 2 WOOD STRUCTURAL 1 " THICKEXTERIOR " INTERIORGYPSUM 7" 1/2" G.W.B.SHEATHING INTERIOR PER TABLER602.14 PANEL ONEA.SIDEAS FRAMING INACCORDANCE PLATE ATTACHEDTO R602.3.4 FRAMING IN PLATE ATTACHEDTO PARTITION (2) 2XINTERIORTOP COOLER NAILS(1 OR S)ASPERTABLE SCREWS (TYPEW 5d ANNUALRINGED 2308.6.3(1) 2X INTERIORBOTTOM 2X4@ 16"O.C WITH R602.3.2 X 0.086")OR ACCORDANCE WITH SEAM SHEATHING x x GB NOTE: x x x WSP NOTE: 5 8 12" O.C.INTHEFIELD(AS EACH PANELMUSTBENOT FOR ALLBRACEDWALL PS 1,DOC2OR R604.1 IDENTIFICATION LENGTH, COVERING LESS THAN48"INCHESIN PER TABLER602.10.4 PANEL LOCATIONS:6"O.C. O437 ORCSAOM25 SHALL CONFORMTODOC STRUCTURAL PANELS THREE SPACES " ANSI/APA PRP210,CSA AND GRADE. ALONG PANELEDGESAND EACH PANELMUSTBENOT FIELD EDGES (INCLUDINGTOP FOR ALLBRACEDWALL LENGTH, COVERING LESS THAN48"INCHESIN PANEL LOCATIONS:7" THREE SPACES AND BOTTOMPLATES)7" board blocking for Optional Minimum 24"wood gypsum wall edges atcorners) sheathing (both structural fiberboard sheathing or32" structural panel IRC) 16d nail(3-1/2" installed in Gypsum wallboard Chapter 7(ofthe in. o.c. as requiredand accordance with x 0.131")at12 WOOD PROJECT NUMBER: DRAWING NUMBER: DRAWING NAME: (774) [email protected] SCALE: 100 GroveSt,Ste.203WorcesterMA01605 O AE REVISION: DATE: NO. BRACING WALL 1/4" =1'-0" ALTERATION 3 20-028 COMMERCIAL B-2 AUBURN, MA & ADDITION: 13 HILLST DETAILS DATE: DRAWN BY: 04/15/2020 RH/AA ALTERATION 3 & ADDITION:
COMMERCIAL
13 HILL ST AUBURN, MA
100 Grove St, Ste. 203 Worcester MA 01605 (774) 262-3187 [email protected]
BRACED WALL PANEL CONNECTION WHEN BRACED WALL PANEL CONNECTION WHEN NO. DATE: REVISION: 1 PERPENDICULAR TO FLOOR/CEILING FRAMING 2 PERPENDICULAR TO FLOOR/CEILING FRAMING B-5 NOT TO SCALE (AS PER FIGURE R602.10.8(1)) B-5 NOT TO SCALE (AS PER FIGURE R602.10.8(1))
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DRAWING NAME:
BRACING WALL DETAILS AND BRACED WALL PANEL BRACED WALL PANEL CONNECTION OPTION TO CALCULATIONS 3 CONNECTION TO PERPENDICULAR RAFTERS 4 PERPENDICULAR RAFTERS OR ROOF TRUSSES B-5 (AS PER FIGURE R602.10.8.2(1)) B-5 NOT TO SCALE (AS PER FIGURE R602.10.8.2(2))
PROJECT NUMBER: DRAWN BY: 20-028 RH/AA
SCALE: DATE: 1/4" = 1'-0" 04/15/2020
DRAWING NUMBER: B-3