DATE 163 NANTASKET AVENUE, HULL, MASSACHUSETTS ISSUED FOR CONSTRUCTION - 4/01/2020 21 McGrath Highway, Suite 401 Quincy, MA 02169 Brian Donahue phone: 617.479.4122 P002 P100 P101 P102 P103 P104 P121 P200 www.donahuearchitects.com/ ENGINEER FIRE PROTECTION MEP ENGINEER B.E.R. INC. 66 MAIN STREET EASTON, MA 02356 508-230-0260 FP.1 FP.2 FP.3 FP.4 STRUCTURAL ENGINEER LEON BOMBARDIER 131 LINCOLN STREET ABINGTON, MA 02351 508-631-3332 BUILDER QUALITY PREFERRED LLC 29 ADAMS STREET BRAINTREE, MA 02184 LOCUS PLAN ABBREVIATIONS E A AC A/C ACT ADJ AFF ALUM A.B. ANOD APPROX ACOUSTICAL AIR CONDITIONING ACOUSTICAL TILE ADJACENT ABOVE FINISH FLOOR ALUMINUM ANCHOR BOLT ANODIZED APPROXIMATE B GENERAL NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. THE ARCHITECT IS NOT RESPONSIBLE FOR STRUCTURAL DETAILS, FRAMING, SIZING, AND OR CONNECTIONS. ALL STRUCTURAL COMPONENTS WILL BE SPECIFIED BY THE STRUCTURAL ENGINEER. THE ARCHITECT IS NOT RESPONSIBLE FOR AND SUBSURFACE CONDITIONS. ALL CONSTRUCTION SHALL BE NEW AND FREE FROM DEFECTS ALL SUBCONTRACTORS ARE TO COORDINATE WITH ALL OTHER TRADES TO FACILITATE CONSTRUCTION ALL NEW CONSTRUCTION IS TO BE PROTECTED FROM DAMAGE OF ANY KIND COMPACT UNDISTURBED EARTH OR FILL, UNDER COLUMN FOOTINGS, TO 95% (MIN.) DETAILS SHOW TYPICAL CONSTRUCTION UNLESS OTHERWISE NOTED DO NOT SCALE DRAWINGS, CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO COMMENCING WORK. IF ANY DISCREPANCIES ARE FOUND IN THE DRAWINGS CONTRACTOR SHALL STOP WORK & NOTIFY THE ARCHITECT OR THE OWNER PRIOR TO CONTINUING WORK. ALL DISCREPANCIES ENCOUNTERED AND NOT REPORTED TO THE OWNER OR THE ARCHITECT PRIOR TO CONTINUING WORK SHALL BE CORRECTED AT THE CONTRACTORS EXPENSE. THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR WORK DONE NOT IN ACCORDANCE WITH THE DRAWINGS. ALL DIMENSIONS ARE TO FACE OF STUD OR ROUGH OPENING UNLESS OTHERWISE NOTED. ALL WORK INCLUDING CONNECTIONS/CONNECTORS SHALL CONFORM TO MANUFACTURER'S SPECIFICATIONS AND REQUIREMENTS. MOVE OR REINSTALL ALL EXISTING MATERIALS OR EQUIPMENT AS REQUIRED TO PERFORM ALL WORK AS SHOWN ON DRAWINGS. APPLY SEALANTS BETWEEN ALL DISSIMILAR MATERIALS. BD BIT BLDG BLK BLKG BOT BSMT BVL BOARD BITUMINOUS BUILDING BLOCK BLOCKING BOTTOM BASEMENT BEVELED C CER CH CIR CLG CLO CMU COL CONC CONT CPT CR CT CERAMIC CEILING HEIGHT CIRCLE CEILING CLOSET CONCRETE MASONRY UNIT COLUMN CONCRETE CONTINUOUS CARPET CHAIR RAIL CERAMIC TILE ELEV ELEC EMER EQ EQUIP EXIST EXT GA GALV GB GC GRD DEMOLITION DETAIL DIMENSION DOWN DOWN SPOUT DRAWING DRAWER FIRE ALARM FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FINISH FLOOR ELEVATION FINISH FACE OF CONCRETE FACE OF FINISH FACE OF MASONRY FACE OF STUD GAUGE GALVANIZED GRAB BAR GENERAL CONTRACTOR GRADE H HDR HRDW HM HOR HT HVAC HEADER HARDWARE HOLLOW METAL HORIZONTAL HEIGHT AIR CONDITIONING HEATING,VENTILATING, I INSUL INT INSULATION INTERIOR K KIT LIN L LTL LWT LWTC LINEN LENGTH LINTEL LIGHT WEIGHT LIGHT WEIGHT CONCRETE M G D DEMO DTL DIM DN DS DWG DWR ELEVATION ELECTRIC EMERGENCY EQUAL EQUIPMENT EXISTING EXTERIOR F FA FE FEC FFE FIN FOC FOF FOM FOS R L KITCHEN MAX MECH. MANUF. MIN MISC. MO MTL MAXIMUM MECHANICAL MANUFACTURER MINIMUM MISCELLANEOUS MASONRY OPENING METAL N N/A NAT NIC NOM NTS NOT APPLICABLE NATURAL NOT IN CONTRACT NOMINAL NOT TO SCALE O OC OH OPP ON CENTER OVERHEAD OPPOSITE STRUCTURAL RUBBER BASE RUBBER TILE ROOF DRAIN REFERENCE REFRIGERATOR RESILIENT ROOM ROUGH OPENING S SC SCH SF SIM SPEC SQ STD STL STOR STRUCT SOLID CORE SCHEDULE SQUARE FEET SIMILAR SPECIFICATION SQUARE STANDARD STEEL STORAGE STRUCTURAL T TEL THK TOS TO STL TOW TYP PARALLEL PARTICLE BOARD PRECAST CONCRETE PARKING PLASTIC LAMINATE PERIMETER PAINT PARTITION PAVING POLYVINYL CHLORIDE PAVEMENT PLYWOOD PORCELAIN VCT VB VERT VT TELEPHONE THICKNESS TOP OF SLAB TOP OF STEEL TOP OF WALL TYPICAL S-3 S-4 S-6 S-7 FOUNDATION PLAN AND CONCRETE SECTIONS FIRST FLOOR CONCRETE SLAB & SECOND FLOOR STEEL FRAMING SECOND FLOOR CONCRETE SLAB & THIRD FLOOR WOOD FRAMING FOURTH FLOOR & ROOF WOOD FRAMING PLANS CONCRETE, WOOD FRAMING, & ELEVATOR SHAFT DETAILS CONCRETE, WOOD FRAMING, & ELEVATOR SHAFT DETAILS STRUCTURAL NOTES & STATEMENT OF SPECIAL INSPECTIONS MECHANICAL M001 M101 M102 M103 M121 M122 M201 M301 MECHANICAL LEGEND, SCHEDULES, AND NOTES MECHANICAL FIRST FLOOR PLAN MECHANICAL SECOND FLOOR PLAN MECHANICAL FOURTH FLOOR PLAN MECHANICAL ENLARGED UNIT PLANS MECHANICAL ENLARGED UNIT PLANS MECHANICAL DETAILS MECHANICAL DETAILS ELECTRICAL VINYL COMPOSITION TILE VAPOR BARRIER/VINYL BASE VERTICAL VINYL TILE WIDE/WIDTH WITH WATER CLOSET WOOD WATERPROOF(ING) ELECTRICAL LEGEND, FIXTURE SCHEDULE AND NOTES E101 ELECTRICAL FIRST FLOOR PLAN E102 ELECTRICAL SECOND FLOOR PLAN E103 ELECTRICAL THIRD FLOOR PLAN E104 ELECTRICAL FOURTH FLOOR PLAN E121 ELECTRICAL ENLARGED UNIT PLANS E122 ELECTRICAL ENLARGED PLANS E123 ENLARGED UNIT PLANS E200 ELECTRICAL DETAILS AND RISER DIAGRAM E201 ELECTRICAL DETAILS AND RISER DIAGRAM ES101 ELECTRICAL SITE PLAN ES102 ELECTRICAL SITE DETAILS Drawn by: Author Date: 04/01/2020 Scale: AS NOTED E001 W W W/ WC WD WP S-1 S-2 S-5 V P PAR PBD PCC PK PLAM PRM PT PTN PV PVC PVMT PLY POR RB RBT RD REF REFR RES RM RO SPRINKLER PLAN SPRINKLER PLAN SPRINKLER PLAN SPRINKLER PLAN COVER SHEET CODE REVIEW FIRST & SECOND EGRESS PLANS THIRD & FOURTH EGRESS PLANS ARCHITECTURAL SITE PLAN FOUNDATION PLAN FIRST FLOOR PLAN PODIUM PLAN SECOND FLOOR PLAN THIRD FLOOR PLAN FOURTH FLOOR PLAN ROOF PLAN FLOOR 2 AND 3 UNIT LAYOUT PLAN FLOOR 4 UNIT LAYOUT PLAN FIRST AND SECOND FLOOR RCP FOURTH FLOOR RCP ENLARGED UNIT PLANS ENLARGED UNIT PLANS ENLARGED TYPE PLANS ENLARGED FIRST FLOOR PLANS EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS BUILDING SECTIONS WALL SECTIONS WALL SECTIONS WALL SECTIONS WALL SECTIONS EXTERIOR DETAILS EXTERIOR DETAILS EXTERIOR DETAILS PARTITION TYPES ASSEMBLY TYPES STAIR PLANS AND DETAILS ELEVATOR PLANS AND SECTIONS ROOM FINISH SCHEDULE DOOR SCHEDULE DOOR SCHEDULE AND DETAILS WINDOW TYPES PERMIT SET G100 4/2/2020 6:19:48 PM contacts: G100 G102 G103 G104 A100 A101A A101B A102A A102B A103 A104 A105 A106 A107 A111 A112 A121 A122 A123 A124 A201 A202 A301 A401 A402 A403 A404 A405 A406 A407 A411 A412 A501 A503 A602 A701 A702 A703 COVER SHEET DONAHUE Architects, inc. SPRINKLER PLAN SPRINKLER PLAN SPRINKLER PLAN SPRINKLER PLAN PLUMBING LEGEND, SCHEDULES, AND DETAILS PLUMBING FOURTH FLOOR PLANS PLUMBING UNDERSLAB PLAN PLUMBING FIRST FLOOR PLAN PLUMBING SECOND FLOOR PLAN PLUMBING THIRD FLOOR PLAN PLUMBING FOURTH FLOOR PLAN PLUMBING ENLARGED TYPICAL UNIT PLANS PLUMBING SPECIFICATIONS 21 MCGRATH HIGHWAY, QUINCY, MASS. O2169 Phone: 1-617-479-4122 FP.1 FP.2 FP.3 FP.4 P001 ARCHITECTURAL 163 NANTASKET AVENUE, HULL MA PLUMBING ARCHITECT REVISIONS DRAWING LIST NO. PROJECT INFORMATION APPLICABLE BUILDING CODES / REGULATIONS OCCUPANT LOAD CALCULATIONS BUILDING MEANS OF EGRESS ACCESSIBILITY CODE REVIEW 248 CMR: MASSACHUSETTS PLUMBING CODE 780 CMR: MASSACHUSETTS STATE BUILDING CODE, 9TH EDITION INTERNATIONAL BUILDING CODE (IBC) 2015, AS AMENDED BY 780 CMR MECHANICAL INTERNATIONAL MECHANICAL CODE (IMC) 2015 ELECTRICAL 527 CMR 12.00: MASSACHUSETTS ELECTRICAL CODE NATIONAL ELECTRICAL CODE (NEC) 2018 521 CMR MASSACHUSETTS ARCHITECTURAL ACCESS BOARD (MAAB) AMERICANS WITH DISABILITIES ACT GUIDELINES (ADAG) GAS AND FOSSIL FUEL 248 CMR INTERNATIONAL FUEL GAS CODE (IFGC) 2015 100 1 0.05 DWELLING UNIT NO. 210 IS DESIGNATED AS GROUP 2A FLOOR LEVEL THIRD FLOOR 14 100 1 0.05 DWELLING UNIT NO. 311 IS DESIGNATED AS GROUP 2A FIRST FOURTH FLOOR 14 100 1 0.05 DWELLING UNIT NO. 411 IS DESIGNATED AS GROUP 2A TOTAL HOUSING UNITS 42 100 3 0.05 WITH THESE THREE DWELLING UNITS GROUP 2A THE PROJECT COMPLIES WITH 521 CMR ARCHITECTURAL ACCESS BOARD 521 CMR ARCHITECTURAL ACCESS BOARD CODE SECTION NEW CONSTRUCTION: MULTIPLE DWELLINGS, FOR WHICH BUILDING PERMITS FOR NEW CONSTRUCTION ARE ISSUED ON OR AFTER SEPTEMBER 1, 1996 SHALL MEET THE REQUIREMENTS OF 521 CMR 9.3, GROUP 1 DWELLING UNITS AND 521 CMR 9.4, GROUP 2 DWELLING UNITS 521 CMR 9.2 PLACES OF ASSEMBLY SHALL COMPLY WITH REQUIREMENTS OF 521 CMR, EXCEPT AS SPECIFIED OR MODIFIED IN 521 CMR 14.00 521 CMR 14.1 OCCUPANCY CLASS SQ FT M 2,675 STORAGE GROUP S-2 4,732 RESIDENTIAL GROUP R-2 1,588 OCCUPANCY MIX USE MERCANTILE GROUP GROUP 1 DWELLING UNITS IN MULTIPLE DWELLINGS THAT ARE FOR RENT, HIRE, LEASE, OR SALE, AND THAT ARE EQUIPPED WITH AN ELEVATOR, ALL DWELLING UNITS MUST BE CONSTRUCTED AS GROUP 1 DWELLING UNITS, EXCEPT THOSE COVERED IN 521 CMR 9.4, GROUP 2 DWELLING UNITS 521 CMR 9.3 GROUP 1 APPLIES TO DWELLINGS UNITS THAT HAVE FEATURES THAT CAN BE MODIFIED WITHOUT STRUCTURAL CHANGE TO MEET THE SPECIFIC FUNCTIONAL OF AN OCCUPANT WITH A DISABILITY 521 CMR 9.4 GROUP 2 APPLIES TO DWELLINGS UNITS THAT HAVE FEATURES SIMILAR TO GROUP 1, BUT HAVE THE ADDITIONAL FEATURE OF GRATER FLOOR SPACE TO ACCOMMODATE THE NEEDS OF OCCUPANT WHO NEED SUCH SPACE DUE TO THEIR DISABILITY BEDROOM IN GROUP 1 DWELLING UNITS, KITCHENS SHALL BE DESIGNED SO THAT WHEN A UNIT IS ADAPTED A PERSON IN WHEELCHAIR HAS ACCESS TO SINK, COOKING SURFACE, REFRIGERATOR, AND FOOD PREPARATION SURFACE, AND CAN TURN AROUND WITHOUT HAVING TO LEAVE THE KITCHEN 521 CMR 42-00 521 CMR 43-00 GROUP 1 DWELLING UNITS SHALL PROVIDE WHEELCHAIR TURNING SPACE AS DEFINED IN 521 CMR 6.3 (WHEELCHAIR TURNING SPACE), CLEAR OF THE DOOR SWING, AT ONE SIDE OF THE BED IN THE PRIMARY BEDROOM (BASE DON A FULL SIZE BED). WHERE MORE THAN ONE BEDROOM IS PROVIDED, AN ADDITIONAL BEDROOM SHALL PROVIDE WHEELCHAIR TURNING SPACE KITCHEN BEDROOM IN ALL DWELLING UNITS REQUIRED TO BE GROUP 2A UNITS, KITCHENS SHALL BE DESIGNED IN COMPLIANCE WITH 521 CMR 45, EXCLUSIVE OF THE BOLD AND ITALIZED TEXT WHICH REFERS TO GROUP 2B UNITS GROUP 2A DWELLING UNITS SHALL PROVIDE WHEELCHAIR TURNING SPACE AS DEFINED IN 521 CMR 6.3 (WHEELCHAIR TURNING SPACE), CLEAR OF THE DOOR SWING, AT ONE SIDE OF THE BED IN THE PRIMARY BEDROOM (BASE DON A FULL SIZE BED). WHERE MORE THAN ONE BEDROOM IS PROVIDED, AN ADDITIONAL BEDROOM SHALL PROVIDE WHEELCHAIR TURNING SPACE WATER CLOSETS URINALS LAVATORIES IBC TABLE 1004.1.2 RESIDENTIAL (R-2) 1,588 200 GROSS 8 APARTMENT HOUSES IBC TABLE 1004.1.2 RESIDENTIAL (R-2) 9,438 200 GROSS 48 APARTMENT HOUSES IBC TABLE 1004.1.2 RESIDENTIAL (R-2) 9,399 200 GROSS 48 APARTMENT HOUSES IBC TABLE 1004.1.2 RESIDENTIAL (R-2) 9,399 200 GROSS 48 APARTMENT HOUSES IBC TABLE 1004.1.2 152 R-2 TOTAL OCCUPANT LOAD MEANS OF EGRESS FLOOR LEVEL REQUIRED PROVIDED FIRST 4 4 NOTES CODE SECTION FROM 1 TO 500 OCCUPANTS = 2 EXITS REQUIRED. TWO EXITS WHEN OCCUPANT LOAD OR THE COMMON PATH OF EGRESS TRAVEL DISTANCE EXCEEDS THE VALUES LISTED IBC TABLE 1006.3.1 IBC TABLE 1006.2.1 IBC SECTION 311 THIRD 2 2 APARTMENT HOUSES IBC SECTION 310 FOURTH 2 2 ASSEMBLY A-2 75 FT MAX. 27 FT MAX. COMMON PATH EGRESS DISTANCE IBC TABLE 1006.2(2) RESIDENTIAL R-2 125 FT MAX. 79 FT MAX. COMMON PATH EGRESS DISTANCE IBC TABLE 1006.2(2) R-2 9,438 V-B APARTMENT HOUSES IBC SECTION 310 FOURTH RESIDENTIAL GROUP R-2 9,438 V-B APARTMENT HOUSES IBC SECTION 310 36,834 NOTES PODIUM-STYLE STACKED SEPARATION 3-HOUR FIRE-RATED HORIZONTAL AND VERTICAL ASSEMBLY SEPARATION FIRST HORIZONTAL A-2 / S-2 R-2 3 HOUR BETWEEN FIRST & SECOND VERTICAL A-2 / S-2 R-2 3 HOUR SECOND, THIRD & FOURTH HORIZONTAL R-2 R-2 1 HOUR 1 HOUR FIRE-RATED HORIZONTAL SEPARATION BETWEEN R-2 UNITS BETWEEN SECOND & THIRD, BETWEEN THIRD & FOURTH VERTICAL R-2 R-2 1 HOUR 1 HOUR FIRE-RATED VERTICAL (SLAB) SEPARATION BETWEEN FLOOR LEVELS MINIMUM AMOUNT OF EXITS MAXIMUM COMMON PATH OF EGRESS STORAGE S-2 MAX. EXIT ACCESS TRAVEL DISTANCE REQUIRED FIRE-RATING SEPARATION BETWEEN OCCUPANCIES BUILDING ELEMENT TYPE I-A TYPE V-B PRIMARY STRUCTURAL FRAME () 3-HOUR BEARING WALL - EXTERIOR BEARING WALL - INTERIOR ASSEMBLY A-2 250 FT MAX. 205 FT MAX. EGRESS TRAVEL DISTANCE IBC TABLE 1017.2 RESIDENTIAL R-2 300 FT MAX. 153 FT MAX. EGRESS TRAVEL DISTANCE IBC 1010.1.1 CODE SECTION STORAGE S-2 MINIMUM CLEAR WIDTH OF MEANS OF EGRESS COMPONENTS IBC SECTION 510.2 EGRESS COMPONENT IBC SECTION 508 TABLE 508.4 IBC TABLE 1017.2 REQUIRED PROVIDED NOTES CODE SECTION CORRIDORS 36" 60" WITH AN OCCUPANT LOAD OF LESS THAN 50 IBC TABLE 1020.2 STAIRWAYS 44" 50" MINIMUM WIDTH CAPACITY OF STAIRWAYS SHALL BE AS SPECIFIED IN SECTION 1005.1, BUT NOT LESS THAN 44 INCHES IBC 1005.3.1 IBC 1010.1.1 NOTES CODE SECTION DOOR 32" 34 3/4" 0-HOUR REFER TO SECTION 202 & FOOTNOTE "a" IBC TABLE 601 3-HOUR 0-HOUR NOT LESS THAN FIRE-RESISTANCE RATING BASED ON DISTANCE SEPARATION (TABLE 602) & SECTION 704.10 IBC TABLE 601 3 HOUR 0 HOUR SEE TABLE 602 BUILDING ELEMENT IBC TABLE 601 SPRINKLER SYSTEM YES YES PROVIDED IN THE INTERVENED SPACES OF BUILDING CODE SECTION MALE 1 PER 20 FEMALE 1 PER 20 2 2 248 CMR 10-10 TABLE 1 33 % N/A 1 0 248 CMR 10-10 TABLE 1 MALE 1 PER 30 FEMALE 1 PER 30 1 2 248 CMR 10-10 TABLE 1 CODE SECTION PORTABLE FIRE EXTINGUISHERS YES YES PROVIDED IN THE INTERVENED SPACES OF EXISTING BUILDING IBC 906 FLOOR CONSTRUCTION & ASSOCIATED SECONDARY MEMBERS 2 HOUR 0 HOUR REFER TO SECTION 202 IBC TABLE 601 FIRE ALARM & DETECTION SYSTEM YES YES PROVIDED IN THE INTERVENED SPACES OF BUILDING AND CONNECTED TO BUILDING FIRE ALARM PANEL IBC 907 ROOF CONSTRUCTION & ASSOCIATED SECONDARY MEMBERS 1 1/2 HOUR 0 HOUR REFER TO SECTION 202 & FOOTNOTE "b" & "c" IBC TABLE 601 FIRE SEPARATION DISTANCE X (FEET) CLIMATE ZONE CODE SECTION BUILDING ELEMENT 1 COMPLY WITH FIRE-RESISTANCE RATING REQS OF TABLE 601, & SECTION 706.1.1 FOR PARTY WALLS IBC TABLE 602 ROOF IA 1 COMPLY WITH FIRE-RESISTANCE RATING REQS OF TABLE 601, & SECTION 706.1.1 FOR PARTY WALLS IBC TABLE 602 OTHER 1 COMPLY WITH FIRE-RESISTANCE RATING REQS OF TABLE 601, & SECTION 706.1.1 FOR PARTY WALLS IA,IB 1 11B, VB OCCUPANCY GROUP A, B, S-2 AND R ALL PROJECT SHALL COMPLY WITH 9TH EDITION OF THE MASSACHUSETTS STATE BUILDING CODE 780 AND THE 2018 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) AS AMENDED 5A TYPE OF REQUIRED CONSTRUCTION R-VALUE CODE SECTION FIXED FENESTRATION IECC TABLE C402.1.3 R-49 WALLS ABOVE GRADE MASS R-11.4 CI CI = CONTINUOUS INSULATION IECC TABLE C402.1.3 IBC TABLE 602 WALLS ABOVE GRADE METAL FRAMED R-13 + R-13 CI CI = CONTINUOUS INSULATION IECC TABLE C402.1.3 COMPLY WITH TABLE 601,SECTION 706.1.1 FOR PARTY WALLS, & OPEN PARKING GARAGE WITH SECTION 406 IBC TABLE 602 WALLS ABOVE GRADE WOOD FRAMED & OTHER R-13 + R-3.8 CI CI = CONTINUOUS INSULATION IECC TABLE C402.1.3 0 COMPLY WITH FIRE-RESISTANCE RATING REQS OF TABLE 601, & SECTION 706.1.1 FOR PARTY WALLS IBC TABLE 602 FLOORS MASS R-10 CI CI = CONTINUOUS INSULATION IECC TABLE C402.1.3 OTHER 1 COMPLY WITH TABLE 601,SECTION 706.1.1 FOR PARTY WALLS, & OPEN PARKING GARAGE WITH SECTION 406 IBC TABLE 602 FLOORS JOIST / FRAMING R-30 ALL 0 COMPLY WITH FIRE-RESISTANCE RATING REQS OF TABLE 601, & SECTION 706.1.1 FOR PARTY WALLS IBC TABLE 602 SLAB-ON-GROUND UN-HEATED R-10 NON SWINGING R-4.75 ALLOWED BLDG. HEIGHT REQS. NOTES OPAQUE DOORS A (ASSEMBLY) TYPE IA UNLIMITED S S (STORAGE) TYPE IA UNLIMITED S BUILDING EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1 IBC TABLE 504.3 FIXED FENESTRATION 0.38 60 FEET S13R BUILDING EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.2 IBC TABLE 504.3 OPERABLE FENESTRATION 0.45 60 FEET S BUILDING EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1 IBC TABLE 504.3 ENTRANCE DOORS 0.77 TYPE VB IBC TABLE 504.3 BUILDING ELEMENT U-FACTOR NUMBER OF STORIES ABOVE GRADE PLANE TYPE OF CONSTRUCTION ALLOWED STORIES REQS. ASSEMBLY A-2 TYPE IA UNLIMITED S R-10 FOR 24" BELOW IECC TABLE C402.1.3 IECC TABLE C402.1.3 Drawn by: Author Date: 04/01/2020 NOTES CODE SECTION WINDOW PROJECTION FACTOR MUST BE DETERMINED IN ACCORDANCE WITH EQUATION 4-5 (PF=A/B). THE MAXIMUM U-FACTOR FOR FENESTRATION SHALL BE AS SPECIFIED IN IECC TABLE C402.4 IECC TABLE C402.4 Scale: AS NOTED IECC TABLE C402.4 IECC TABLE C402.4 BUILDING ENVELOPE FENESTRATION MAXIMUM SHGC REQUIREMENTS CODE SECTION ORIENTATION AUTOMATIC SPRINKLER SYSTEM INSTALLED THROUGHOUT THE BUILDING IN ACCORDANCE WITH SECTION 903.3.1.1 IBC TABLE 504.4 PF < 0.2 0.51 NOTES IECC TABLE C402.1.3 BUILDING ENVELOPE FENESTRATION MAXIMUM U-FACTOR REQUIREMENTS CODE SECTION BUILDING EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1 OCCUPANCY NOTES ATTIC & OTHER ALLOWABLE BUILDING HEIGHT ABOVE GRADE PLANE TYPE OF CONST. OPAQUE THERMAL ENVELOPE INSULATION COMPONENTS INSULATION MIN. REQS. (R-VALUE METHOD) NOTES TYPE OF CONSTRUCTION X<5 OCCUPANCY CLASSIFICATION PROVIDED PROVIDED IBC TABLE 601 521 CMR 45-00 REQUIRED REQUIRED NOTES IBC TABLE 601 NOT LESS THAN FIRE-RESISTANCE RATING REQUIRED BY OTHER SECTIONS OF THE IBC CODE X ≥ 30 FEMALE FIRE PROTECTION REQUIREMENTS 0 HOUR 521 CMR 44-00 MALE IBC 1010.1.1 0 HOUR 521 CMR 46-00 521 CMR 47-00 SWINGING DOORS CLEAR OPENINGS SHALL BE MEASURED FROM THE DOOR FACE TO THE STOP, WHEN DOOR OPEN 90 DEGREES NON-BEARING WALL & PARTITION - INTERIOR R RESIDENTIAL MERCANTILE GROUP (M) TOTAL OCCUPANTS OPEN PARKING GARAGE OPEN PARKING GARAGE RESIDENTIAL GROUP MERCANTILE GROUP (M) - PLUMBING FIXTURES REQUIREMENTS 45 24 2 THIRD 10 ≤ X < 30 IN ALL DWELLING UNITS REQUIRED TO BE GROUP 2A UNITS, KITCHENS SHALL BE DESIGNED SO THAT WHEN A UNIT IS ADAPTED A PERSON IN WHEELCHAIR HAS ACCESS TO SINK, COOKING SURFACE, REFRIGERATOR, AND FOOD PREPARATION SURFACE, AND CAN TURN AROUND WITHOUT HAVING TO LEAVE THE KITCHEN 200 GROSS 2 IBC SECTION 310 5 ≤ X < 10 HOUSING UNITS - GROUP 2 BATHROOM 4,732 SECOND FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE HOUSING UNITS - GROUP 1 KITCHEN STORAGE (S-2) IBC SECTION 309 APARTMENT HOUSES NON-BEARING WALL & PARTITION - EXTERIOR GROUP 2A UNITS MUST COMPLY WITH 521 CMR 9.5, DWELLING UNIT INTERIORS; AND 521 CMR 44.00 (GROUP 2 BATHROOMS); 521 CMR 45.00 (GROUP 2 KITCHEN); AND 521 CMR 47.00 (GROUP 2 BEDROOMS) IN GROUP 1 DWELLING UNITS, BATHROOMS AND HALF BATHROOMS SHALL COMPLY WITH THIS CHAPTER ASSEMBLY FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS GROUP 1 UNITS MUST COMPLY WITH 521 CMR 9.5, AND, 521 CMR 42.00 (GROUP 1 BATHROOMS); 521 CMR 43.00 (GROUP 1 KITCHEN); AND 521 CMR 46.00 (GROUP 1 BEDROOMS) IN MULTIPLE DWELLINGS THAT ARE FOR RENT, HIRE, OR LEASE (BUT NOT FOR SALE), AND CONTAIN 20 OR MORE UNITS, AT LEAST 5% OF THE DWELLING UNITS MUST BE GROUP 2A UNITS. 45 RETAIL ESTABLISHMENT V-B REQUIRED SEPARATION IBC TABLE 1004.1.2 60 GROSS CODE SECTION 9,438 ADJACENT OCCUPANCIES UN-CONCENTRATED WITHOUT FIXED SEATS (TABLES AND CHAIRS) 2,675 NOTES R-2 SEPARATION TYPE CODE SECTION SHGC DRINKING FOUNTAINS 1 PER FLOOR 0 0 248 CMR 10-10 TABLE 1 STORAGE S-2 TYPE IA UNLIMITED S AUTOMATIC SPRINKLER SYSTEM INSTALLED THROUGHOUT THE BUILDING IN ACCORDANCE WITH SECTION 903.3.1.1 IBC TABLE 504.4 0.2 < PF < 0.5 0.56 SERVICE SINKS 1 PER FLOOR 1 0 248 CMR 10-10 TABLE 1 RESIDENTIAL R-2 TYPE IA 3 STORIES S S13R AUTOMATIC SPRINKLER SYSTEM INSTALLED THROUGHOUT THE BUILDING IN ACCORDANCE WITH SECTION 903.3.1.1 / 903.3.1.2 IBC TABLE 504.4 PF > 0.5 0.61 NOTES CODE SECTION WINDOW PROJECTION FACTOR MUST BE DETERMINED IN ACCORDANCE WITH EQUATION 4-5 (PF=A/B). THE MAXIMUM SOLAR HEAT GAIN COEFFICIENT (SHGC) FOR FENESTRATION SHALL BE AS SPECIFIED IN IECC TABLE C402.4 IECC TABLE C402.4 IECC TABLE C402.4 IECC TABLE C402.4 G102 PERMIT SET 4/2/2020 6:19:50 PM REQUIREMENTS 521 CMR 7.1 I-A NOTES CODE REVIEW RETAIL ESTABLISHMENTS SHALL COMPLY WITH 521 CMR, EXCEPT AS SPECIFIED OR MODIFIED IN 521 CMR 7.00 RETAIL ESTABLISHMENTS SHALL INCLUDE, BUT NOT LIMITED TO, BANKS, BEAUTY SHOPS, PHARMACIES, DRY CLEANERS, CLOTHING STORES, GROCERY STORES AND SUPERMARKETS CONSTRUCTION TYPE SECOND FLOOR THIRD FLOOR FOURTH FLOOR FUNCTION OF SPACE MERCANTILE (M) ELEMENT RESIDENTIAL GROUP TOTAL SQUARE FOOTAGE DWELLING UNITS TYPES BATHROOM 780 CMR: MASSACHUSETTS STATE BUILDING CODE, 9TH EDITION, CHAPTER 13 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) 2018 HULL HAS NOT ADOPTED THE STRETCH ENERGY CODE SECOND FLOOR LEVEL GROUP 2A DWELLING UNITS ENERGY CONSERVATION FIRST FLOOR RATIO OCCUPANTS 163 NANTASKET AVENUE, HULL MA NEW CONSTRUCTION MERCANTILE 780 CMR WITH REFERENCE TO 524 CMR: BOARD OF ELEVATOR REGULATIONS OCCUPANCY CLASSIFICATION AND SQUARE FOOTAGE 14 PLACES OF ASSEMBLY PLUMBING NOTES SECOND FLOOR DWELLING UNITS ELEVATORS 527 CMR: MASSACHUSETTS FIRE PREVENTION REGULATIONS NATIONAL FIRE PROTECTION ASSOCIATION ( NFPA 1) 2015 FIRE PROTECTION COMPLIANCE WITH REQUIREMENTS OF 521 CMR ARCHITECTURAL ACCESS BOARD GROUP 1 GROUP 2A % % DWELLING UNITS DWELLING UNITS 780 CMR: MASSACHUSETTS STATE BUILDING CODE, 9TH EDITION INTERNATIONAL BUILDING CODE (IBC) 2015, AS AMENDED BY 780 CMR SQ FT 21 MCGRATH HIGHWAY, QUINCY, MASS. O2169 Phone: 1-617-479-4122 THE CONSTRUCTION OF THIS PROJECT IS A “PODIUM” BUILDING", WITH A STEEL AND CONCRETE BASE, AND THREE (3) FLOORS AND ROOF OF WOOD FRAMED CONSTRUCTION OVER IT. FUNCTION OF SPACE LEVEL THE BUILDING SHALL BE IN COMPLIANCE WITH THE MOST RECENT VERSION OF THE FOLLOWING CODES: NO. 163 NANTASKET IS A MIXED USE DEVELOPMENT IN HULL, MASSACHUSETTS, WHICH CONSISTS OF A FOUR LEVEL BUILDING HAVING AN OPEN PARKING GARAGE AND COMMERCIAL SPACES IN THE FIRST FLOOR LEVEL AND RESIDENTIAL UNITS IN THE THREE FLOORS LEVELS ABOVE. DATE CODE REVIEW REVISIONS CODE REVIEW PROJECT INFORMATION DATE LEGEND OF SYMBOLS 3' -7 6" REVISIONS /1 13 F.E.C. 1HR 1HR LAUNDRY 1HR 1HR VESTIBULE 1 1HR RESIDENTIAL 102 LOBBY RESTROOM 101 110 SPRINKLER ROOM 108 1HR UP 3HR 109 1HR 3HR ELEVATOR TRASH ROOM E01 1HR 1HR 1HR VESTIBULE 3 1HR 107 1HR 1HR 2 HOUR FIRE RATED WALL 3H 3 HOUR FIRE RATED WALL 1HR 1HR EXIT ACCESS TRAVEL DISTANCE 3HR 3HR 1HR RESTROOM 1HR 2H 105 1HR S01 111 1HR 40'6" TRA MAX .E VEL DIS GRES TAN S CE 112 F.E.C. 1 HOUR FIRE RATED WALL STAIR 1 F.E.C. STORAGE COMMERCIAL SPACE 1 1H FEC 1HR 1HR DEAD END TRAVEL DISTANCE COMMERCIAL SPACE 2 FEC 106 F FIRE ALARM PULL F FIRE ALARM W/ STROBE VESTIBULE 2 1HR 1HR 104 1HR FIRE EXTINGUISHER ACCESSIBLE ENTRANCE OR EXIT EGRESS FIRST FLOOR MEANS OF EGRESS PLAN 3/32" = 1'-0" R 1H 163 NANTASKET AVENUE, HULL MA 1 UNIT 11 1HR 214 UNIT 10 R 1H 213 1HR 1HR 1HR 1HR 1HR R 1H R 1H F.E.C. 0 " R 1H 16 3/ 1HR 1HR JANITOR 1HR 1HR 210 R 1H UNIT 8 R 1H 211 1HR 1HR 1HR 200 1HR 1HR 1HR 1HR 1HR 1HR 1HR ELEC 8' - 0 1/4" UNIT 6 UNIT 5 209 208 207 1HR 1HR 1HR UP STAIR 1 F.E.C. UNIT 7 1HR 202 1HR 1HR 1HR 1HR 1HR 1HR 1HR 1HR CORRIDOR 1HR 1HR 1HR S01 206 MECHANICAL 205 1HR 1HR 1HR 1HR Drawn by: Author UNIT 3 Date: 203 1HR 1HR 04/01/2020 1HR UNIT 4 Scale: 1HR 66 'TR 8" AV M EL AX204 DI . EG ST R AN ES CE S 1HR 1HR 1HR 1HR UNIT 2 ELEVATOR E01 1HR 1HR 1HR 1HR 1HR 1HR 1HR 1HR 1HR 1HR 1HR 1HR 217 1HR 1HR 1HR 216 1HR R 1H UNIT 14 1HR R 1H R 1H -1 R 1H R 1H 215 UNIT 13 1HR R 1H 7' 212 UNIT 12 201 1HR N VE UNIT 9 R 1H R 1H 1HR O UP 1HR S02 R 1H 1HR R 1H R 1H 52 ' TR -4" AV M EL AX DI . E ST GR AN ES CE S 1HR R 1H R 1HSTAIR 2 82'-7" MAX. EGRESS TRAVEL DISTANCE UNIT 1 1HR 1HR 1HR 1HR 1HR AS NOTED 1HR SECOND FLOOR MEANS OF EGRESS PLAN 2 3/32" = 1'-0" G103 PERMIT SET 4/2/2020 6:19:57 PM R 3H 3HR UP 46'-4" MAX. EGRESS TRAVEL DISTANCE 1HR 100 1HR 1HR FIRST & SECOND EGRESS PLANS 1HR STORAGE R 3H 1HR 61'-8" MAX. EGRESS TRAVEL DISTANCE 103 R STAIR 2 3H S02 1HR 21 MCGRATH HIGHWAY, QUINCY, MASS. O2169 Phone: 1-617-479-4122 ELEVATOR TO BE 3HR RATED 1HR NO. R 3H 1HR PROPERTY LINE DATE R 1H REVISIONS LEGEND OF SYMBOLS UNIT 11 1HR 314 UNIT 10 R 1H 313 1HR 1HR 1HR 1HR 1HR R 1H R 1H 1HR 1HR 310 UNIT 7 R 1H 309 1HR 1HR 1HR 1HR UNIT 5 308 307 1HR 306 ELEV ROOM 305 1HR 1HR 1HR 1HR S01 1HR 1HR 3 HOUR FIRE RATED WALL NO. 3H 1HR EXIT ACCESS TRAVEL DISTANCE 303 1HR 1HR 1HR 1 1HR 1HR 1HR DEAD END TRAVEL DISTANCE 66 'UNIT 4 TR 8" AV M EL AX304 DI . EG ST R AN ES CE S 1HR 2 HOUR FIRE RATED WALL UNIT 3 1HR 1HR 2H 1HR 1HR STAIR 1 1HR ELEC 1HR 1HR R 1H 1HR 1HR 1HR 1HR 1HR 1HR 1HR F.E.C. UNIT 6 UNIT 8 311 1HR 1 HOUR FIRE RATED WALL 1HR 1HR 1HR 1HR FEC FIRE EXTINGUISHER 1HR F FIRE ALARM PULL F FIRE ALARM W/ STROBE ACCESSIBLE ENTRANCE OR EXIT EGRESS MEANS OF EGRESS LEGEND OF SYMBOLS 1/4" = 1'-0" THIRD FLOOR Copy 1 3/32" = 1'-0" UNIT 10 1HR 1HR 1HR 1HR S01 401 1HR 1HR 1HR 1HR 1HR 1HR 1HR 1HR 1HR 1HR 1HR 1HR R 1H 1HR 1HR 1HR 1HR 1HR UNIT 2 402 1HR 1HR 1HR UNIT 3 1HR 1HR 1HR 1HR 1HR 1HR 1HR 1HR 1HR 1HR 1HR 1HR 1HR F.E.C. 1HR F.E.C. 1HR 1HR 1HR 1HR 1HR 1HR 1HR 1HR 1HR 417 E01 1HR 416 UNIT 1 1HR 415 1HR 1HR R 1H 403 Drawn by: R 1H 1HR 1HR UNIT 8 411 1HR 1HR O R 1H VEN 1HR UNIT 7 1HR 1HR 1HR Author 1HR Date: 04/01/2020 1HR 1HR 1HR 1HR UNIT 6 UNIT 5 408 407 1HR 1HR 1HR Scale: 66 'TR 8" AV M EL AX DI . EG ST R AN ES CE S 1HR 1HR 1HR 1HR AS NOTED 1HR 409 JANITOR 410 ELECTRICAL MECHANICAL UNIT 4 406 405 404 FOURTH FLOOR MEANS OF EGRESS PLAN 2 3/32" = 1'-0" G104 PERMIT SET 4/2/2020 6:20:04 PM 412 UNIT 14 R 1H R 1H UNIT 9 UNIT 13 R 1H R 1H R 1H UNIT 12 R 1H R 1H R 1H 400 1HR 52 ' TR -4" AV M EL AX DI . E ST GR AN ES CE S S02 STAIR 1 1HR R 1H R 1H CORRIDOR 82'-7" MAX. EGRESS TRAVEL DISTANCE R 1H R 1H STAIR 2 ELEVATOR 1HR 414 THIRD & FOURTH EGRESS PLANS R 1H 1HR 1HR 1H 21 MCGRATH HIGHWAY, QUINCY, MASS. O2169 Phone: 1-617-479-4122 R 1H 1HR 1HR JANITOR 300 1HR 1HR 302 163 NANTASKET AVENUE, HULL MA R 1H 1HR E01 1HR 1HR F.E.C. 1HR 1HR CORRIDOR 1HR UNIT 2 1HR 1HR 1HR ELEVATOR 1HR 1HR 1HR 1HR 1HR 1HR 317 1HR 1HR 1HR 316 301 1HR R 1H 312 R 1H UNIT 14 1HR R 1H R 1H UNIT 9 315 UNIT 13 1HR N VE R 1H UNIT 12 1HR O R 1H 1HR S02 R 1H 1HR R 1H R 1H R 1H 52 ' TR -4" AV M EL AX DI . E ST GR AN ES CE S R 1HSTAIR 2 82'-7" MAX. EGRESS TRAVEL DISTANCE UNIT 1 DATE REVISIONS NANTASKET AVENUE 165 NANTASKET AVENUE 159 NANTASKET AVENUE NO. PROJECT LIMIT RK PA UE EN AV ARCHITECTURAL SITE PLAN 21 MCGRATH HIGHWAY, QUINCY, MASS. O2169 Phone: 1-617-479-4122 D ROA KLEY BER PROJECT LIMIT 163 NANTASKET AVENUE, HULL MA Drawn by: Author Date: 04/01/2020 Scale: AS NOTED A100 PERMIT SET 4/2/2020 6:18:01 PM 167 NANTASKET AVENUE DATE REVISIONS NO. H 13 " '- " 11 J K 2' - 6" 7' - 1 3/4" 2' - 6 3/4" 3' - 10 1/2" 57' - 10 1/4" 3 1.7 1'-0" 1.4 -1 " 48° 6" 18 3 3/4" 6' 8 5'-2 1/8" 2" 1/ " 11 1 8.3 1'-3 5/8" '- '- 1.5 COORD. WITH DOOR 11 63 6" 1'-0" 1.3 3' - 9 1/2" 6" 6" 1.9 6' - 5" 2 1'-0" 4" 3/ AN GL E 3.2 163 NANTASKET AVENUE, HULL MA 11 ING 6" '- 9 132 ° 3'-8 3/8" 3'-6 1/4" 4'-9 1/4" 17 BU ILD 14'-6 1/2" 4" 3/ 2.9 COORD. WITH DOOR -1 6" 3' - 11" 5'-8 1/4" ELEVATOR PIT, SEE STRUCTURALS 6' - 7" 9' 10 4 1'-0" 1'-1 3/4" 2' - 9" 6'-11" 2' - 10 3/4" 4" 1/ 5'-9 1/4" 4.3 9' - 4" 1'-0" 5 1 '- 6' - 1 1/4" W COORD. WITH DOOR R 5.3 4.7 COORD WITH DOOR O RD H IT 2'-11" 5'-6 1/4" COORD. WITH DOOR 4 CO - O DO 2'-9 1/4" 6 1'-0" 5'-2" 3 11 3' 4" 3/ 4" - 13'-6 1/2" 8' 5" 5.1 3'-7 1/2" 3'-7 1/2" 2" 1/ 3'-6 1/4" COORD. WITH DOOR 6" -3 6" 10 5/8" 1' L 6" COORD. WITH DOOR 1'-0" 4" 1/ 6'-3" 3'-0" WATERPROOFING CONCRETE WALL, SEE STRUCTURALS 6" 3'-0" WATERPROOFING CONCRETE WALL, SEE STRUCTURALS 1'-0" " 8'-8" -7 COORD. WITH DOOR ' 17 Drawn by: Author 0" Date: 7 G.1 L G F E.8 E D.8 D C.6 C.4 B.5 B A.3 A.1 04/01/2020 A Scale: 4' - 11" 20' - 7 1/4" 4' - 8" 13' - 7 1/4" 6' - 6" 17' - 10 1/4" 13' - 10" 5' - 6 1/2" 10' - 9 1/4" 12' - 7" 8' - 10 3/4" 2' - 0 1/4" AS NOTED 1' - 11 3/4" 50' - 3 3/4" 73' - 6" NOTE: OWNER TO PROVIDE ALL FLOOD PROOFING GASKETED DOOR SEALS 1 FOUNDATION PLAN 1/8" = 1'-0" A101A PERMIT SET 4/2/2020 6:18:01 PM -4 9 FOUNDATION PLAN ' 49 '- 21 MCGRATH HIGHWAY, QUINCY, MASS. O2169 Phone: 1-617-479-4122 17 4" 3/ DATE REVISIONS NO. 21 MCGRATH HIGHWAY, QUINCY, MASS. O2169 Phone: 1-617-479-4122 H 1 A403 J A202 3 5 1 2 7 A301 A402 2 A124 F.E.C. 3 6 A301 UP 103 302 S102 109 302 11 108 101 RESTROOM 101 110 101 TRASH ROOM 109 10 1 A301 F.E.C. 101 F.E.C. 112A UP S101 4 2 1 A501 1 A503 A401 105A 3.2 106A 3 S01 102 103 103 A201 105 STAIR 1 102 A402 4 4.3 COMMERCIAL SPACE 1 E01 108 2.9 5 4.7 110 ELEVATOR SPRINKLER ROOM 5 1 STORAGE RESTROOM 112 9 1.9 101 101 2 2 COMMERCIAL SPACE 2 111 111 4 A201 304 304 4 1.7 A401 106 A402 A301 F.E.C. 101 8.3 1.4 112B 102 VESTIBULE 3 107A A202 VESTIBULE 2 107B 107 104B 3 104 1.3 104A 1 Drawn by: 2 3 Author A201 7 1.5 102 112C 8 163 NANTASKET AVENUE, HULL MA 101B S02 102 105B 102 RESIDENTIAL 303 LOBBY A401 29'-10" 103 STAIR 2 5 STORAGE 29'-10" 102 5.3 100A 100 20'-0" 5.1 101A 9'-4" L 101 103 302 VESTIBULE 1 101 9'-4" 1 A124 LAUNDRY 19'-2 3/8" 4 A202 A201 G.1 G F E.8 E D.8 D Date: C.6 C.4 B.5 B 04/01/2020 A.3 A.1 A Scale: L AS NOTED 1 FIRST FLOOR 1/8" = 1'-0" A101B PERMIT SET 4/2/2020 6:18:04 PM K 5 A501 A202 FIRST FLOOR PLAN 2 A201 A403 DATE REVISIONS NO. 6 3/8" 3 3/8" 5 7/8" 2' - 6" 2' - 6 3/4" 3' - 11" 3' - 10 1/2" 7' - 1 3/4" 10 3/4" 6 3/4" 1.5 1.3 3 7/8" 1 2" 1/ Drawn by: -5 3' Author 8" 1/ 0" Date: G.1 G F E.8 E D.8 D C.6 C.4 B.5 B 04/01/2020 A.3 A.1A Scale: 4' - 11" 20' - 7 1/4" 4' - 8" 13' - 7 1/4" 6' - 6" 17' - 10 1/4" 13' - 10" 5' - 6 1/2" 10' - 9 1/4" 12' - 7" 8' - 10 3/4" 2' - 0 1/4" AS NOTED 1' - 11 3/4" 50' - 3 3/4" 73' - 6" 1 PODIUM PLAN 1/8" = 1'-0" A102A PERMIT SET 4/2/2020 6:18:05 PM 8" 5/ '- 1 1'- 1.7 " -0 1' -9 4' 18 1 7'4" 1/ 6" 6' - 1 1/4" " 0" 1'- 8" 1/ -1 7 6 1/4" -5 3' 6' 8 1.4 2 8 1/2" 8" 1/ 1 4" 1/ 3'-3" 1'-3 5/8" -5 2' 2" 1/ 8" 1/ 1 " 11 '- '- -8 1' 11 63 8.3 2'-9 3/4" AN GL E 4 1/2" 2'-0" 4" 3/ 1 1'- ING PODIUM PLAN 11 9 1 BU ILD 163 NANTASKET AVENUE, HULL MA '- 5" " /4 6' - 7" 4'-3 7/8" 57' - 10 1/4" 10 7/8" 3' - 9 1/2" 8'-11 1/2" 3 3/4" 17 8" 5/ 3'-11" -7 3' 10 7/8" 11'-2 1/4" 3 7/8" 3.2 3 132 ° 6 1/4" 4" 3/ 4" 1/ 2'-7 1/4" -1 COORDINATE STAIRWELL OPENING WITH FLOOR PLANS ABOVE 6 1/8" 4 9' - 4" 8'-2 1/4" COORDINATE ELEVATOR OPENING WITH FLOOR PLANS ABOVE 5" 5'-1 5/8" 4.7 4.3 6' - 5" 8" 3/ 5.3 5 2' - 9" 3 7/8" 3 3/4" 4" 1/ 4" 1/ LL E '-8 11 IRW A ST " -0 1' 9' 10 7 3/8" 5" 2" 1/ LL 1 E -1 8' IRW A ST 4" 1/ 5 5'1 6 1/4" 2' - 10 3/4" 8" 3/ -7 3' 11 5 7/8" 5.1 8 11 3/8" 8" 1/ 4" 1 -1 1' 4" 1/ '-2 -7 7' 10 3/ 8" 6 3 7/8" 9'-9 1/4" -8 1' 8" 3/ L COORDINATE STAIRWELL OPENING WITH FLOOR PLANS ABOVE 4 3/8" 2" 1/ 3 1'2 8" 5/ 2" 1/ " 6 3/8" -6 6' 4" 1/ 5 -7 " -7 7' K ' 17 8 3/ 2'-0" 4 1/2" 10 '-7 4" 1/ 7 8" 3/ 4 3/8" ' 2" 1/ -7 3' 49 3 J " -4 21 MCGRATH HIGHWAY, QUINCY, MASS. O2169 Phone: 1-617-479-4122 H DATE REVISIONS NO. H 21 MCGRATH HIGHWAY, QUINCY, MASS. O2169 Phone: 1-617-479-4122 OVERHANG WITH EDPM ROOFING MEMBRANE 1 A403 J 2 A122 A202 3 A201 2 K A403 5 1 A403 6 A122 213 A402 2 6 A121 A301 UNIT 11 5 A123 UNIT 10 5 7 2 OVERHANG WITH METAL FLASHING ROOFING, PTD. A202 5 214 3 A404 6 A301 GROUP 1 2 A121 1 A121 GROUP 2A 4 A202 OVERHANG WITH EDPM ROOFING MEMBRANE 5 A121 L 5.1 STAIR 2 OVERHANG WITH EDPM ROOFING MEMBRANE UNIT 9 UNIT 1 5 201 A401 GROUP 1 8 A404 S02 212 O UP N VE GROUP 1 11 UNIT 12 UNIT 13 UNIT 14 215 216 217 GROUP 1 6 A501 GROUP 1 GROUP 1 4 A404 3 UNIT 2 ELEVATOR A401 4 202 2 A503 E01 GROUP 1 UP 2 A401 10 1 A301 4 OVERHANG WITH A201 METAL FLASHING ROOFING, PTD. CORRIDOR 5' - 0" F.E.C. ELEC 210 206 A402 4 UNIT 7 UNIT 6 UNIT 5 209 208 207 GROUP 1 A301 3 S01 200 9 GROUP 1 2 A501 1 A401 1 A201 MECHANICAL UNIT 3 205 203 4 A401 GROUP 1 UNIT 4 211 8 GROUP 1 7 3 1 A122 A402 2 1 A402 A402 A202 3 1 Drawn by: 2 A201 6 G F E.8 E D.8 D Author A402 A201 G.1 OVERHANG WITH EDPM ROOFING MEMBRANE A404 3 OVERHANG WITH METAL FLASHING ROOFING, PTD. 1.5 204 1.4 GROUP 1 7 2 GROUP 1 UNIT 8 8.3 9 A121 STAIR 1 F.E.C. JANITOR 4 5 163 NANTASKET AVENUE, HULL MA A403 C.6 C.4 B.5 Date: B A.3 A.1 04/01/2020 A Scale: AS NOTED 1 SECOND FLOOR 1/8" = 1'-0" PERMIT SET A102B 4/2/2020 6:18:07 PM A403 SECOND FLOOR PLAN 4 DATE REVISIONS NO. 21 MCGRATH HIGHWAY, QUINCY, MASS. O2169 Phone: 1-617-479-4122 H 1 A403 J A202 3 2 A201 A403 K UNIT 11 5 A202 2 7 A301 A402 1 314 GROUP 1 3 UNIT 10 6 A301 313 4 A202 GROUP 1 L 5.1 STAIR 2 UNIT 1 5 301 A401 5 GROUP 1 S02 UNIT 14 315 316 317 GROUP 1 GROUP 1 GROUP 1 UNIT 2 GROUP 1 4 ELEVATOR 302 E01 GROUP 1 2 A401 10 CORRIDOR F.E.C. 1 STAIR 1 F.E.C. A301 4 JANITOR ELEC 310 306 A201 UNIT 7 9 309 UNIT 6 UNIT 5 308 307 GROUP 1 4 A301 GROUP 1 UNIT 8 3 S01 300 ELEV ROOM UNIT 3 305 303 4 GROUP 1 A401 GROUP 1 311 8.3 2 UNIT 4 TYPE 2A 1.5 304 1.4 GROUP 1 8 2 A402 A202 3 1 Author A201 7 Drawn by: 2 3 A201 G.1 G F E.8 E D.8 D Date: C.6 C.4 B.5 B A.3 A.1 04/01/2020 A Scale: AS NOTED 1 THIRD FLOOR 1/8" = 1'-0" A103 PERMIT SET 4/2/2020 6:18:09 PM 11 UNIT 13 THIRD FLOOR PLAN N VE 312 UNIT 12 163 NANTASKET AVENUE, HULL MA O UNIT 9 DATE REVISIONS NO. 21 MCGRATH HIGHWAY, QUINCY, MASS. O2169 Phone: 1-617-479-4122 H 1 A403 J 1 A123 A202 3 2 5 A202 414 2 7 A301 A402 1 GROUP 1 3 6 A301 4 A202 L 5.1 STAIR 2 UNIT 12 UNIT 13 UNIT 9 415 416 UNIT 14 412 GROUP 1 GROUP 1 417 401 5 UNIT 2 GROUP 1 7 A501 4 ELEVATOR 402 E01 GROUP 1 163 NANTASKET AVENUE, HULL MA GROUP 1 5 A401 GROUP 1 S02 11 UNIT 1 2 A401 10 CORRIDOR F.E.C. 1 STAIR 1 F.E.C. A301 4 JANITOR ELECTRICAL 410 406 A201 5 1 MECHANICAL A402 9 4 UNIT 7 UNIT 6 UNIT 5 409 408 407 GROUP 1 A301 411 4 GROUP 1 A401 GROUP 1 UNIT 4 404 1.4 GROUP 2A 8 A201 2 403 405 N VE 8.3 GROUP 1 UNIT 3 405 O UNIT 8 3 S01 400 GROUP 1 2 A402 A202 3 1 3 A123 Author A201 7 Drawn by: 2 3 A201 G.1 G F E.8 E D.8 D Date: C.6 C.4 B.5 B A.3 A.1 04/01/2020 A Scale: AS NOTED 1 FOURTH FLOOR 1/8" = 1'-0" A104 PERMIT SET 4/2/2020 6:18:11 PM K UNIT 10 FOURTH FLOOR PLAN A201 A403 DATE REVISIONS NO. 21 MCGRATH HIGHWAY, QUINCY, MASS. O2169 Phone: 1-617-479-4122 H 1 A403 J A202 3 2 A201 A403 K A202 5 2 7 A301 A402 1 3 6 A301 4 A202 L 5.1 5 A401 5 3 A503 2 A401 10 3 1 A301 4 A201 5 2 A402 9 4 4 A401 A301 8.3 ROOF PLAN 3 A501 S501 163 NANTASKET AVENUE, HULL MA 4 11 1.4 8 2 A402 A202 3 1 Author A201 G.1 G F E.8 E D.8 D Date: C.6 C.4 B.5 B A.3 A.1 04/01/2020 A Scale: AS NOTED 1 ROOF 1/8" = 1'-0" A105 PERMIT SET 4/2/2020 6:18:12 PM A201 7 Drawn by: 2 3 DATE REVISIONS NO. 1' 8 UNIT 11 " 6 0 -1 1' 3' -6 " " 209 '- -0 32 5' - 16' - 5 3/4" 111 UNIT 6 111 208 8 -6 GROUP 1 UNIT 8 " 1' - 10" 5' - 4" 2' 19 5 4 '- 211 " GROUP 1 2" 1/ " 209B 5 9' -3 8 " 6 -2 8.3 1 6 '- GROUP 1 6' - 4 3/4" 5 4 1 '- 5 4' - 0" 2' - 4 1/4" 5 5' - 5" 5 4' - 0" 8' - 8" 206 012 207 111 6'-5" S01 112 205 2 203 203A 8' - 7 1/4" 25' - 11 3/4" GROUP 1 3' - 10" 203B 111 5 111 5 UNIT 4 204 3 GROUP 1 5 -6 2' - 4 1/4" 4 204B 1 " 2' 7 7 -2 4" 1/ 7 9 4" 3/ 7 2 112 111 111 1 3 4 111 112 207B UNIT 3 111 ALIGN 7'-0" 1'-8" 13' - 4" STAIR 1 112 204A GROUP 1 1'-9" 012 104 112 UNIT 5 5 " ELEC MECHANICAL 1.4 1' 4" 3/ 5 5 6'-1 3/8" 111 2' - 1 1/4" 4" 1/ 3' 6 2 206 21'-1 1/4" 1 GROUP 1 7 3' Drawn by: " -0 1' -6 Author 4" 1/ Date: G.1 G F E.8 E D.8 D C.6 C.4 B.5 B A.3 A.1 04/01/2020 A Scale: AS NOTED 1 SECOND FLOOR UNIT LAYOUT 1/8" = 1'-0" A106 PERMIT SET 4/2/2020 6:18:15 PM " 1' 104 UNIT 7 111 0" 207A 24'-10 1/2" 111 111 S201 303 4 202 163 NANTASKET AVENUE, HULL MA " -2 210 6 E01 112 208 25'-0 1/2" 112 4'-10 1/2" 4'-11 3/4" 4'-10 1/2" -4 2' 111 200 209A JANITOR 111 6' - 4 3/4" 217A CORRIDOR 104 5' - 1 3/4" 211 6 216 4' 0" 3' 111 ELEVATOR 4 1'-8" UNIT 2 202A EQ EQ 215A " -6 GROUP 1 6' - 11" 5 202B 111 4'-0" - GROUP 1 6' - 10 3/4" ALIGN EQ EQ -1 - 5" 2' 1" UNIT 14 217 111 5' - 0" 7' 2' 4" 1/ 5' - 1 1/4" 111 GROUP 1 3 201 111 201A 111 16' - 6 1/4" " " GROUP 1 - 10 104 104 2' - 1 1/4" -2 -4 7' 6 UNIT 13 111 UNIT 1 7'-4 1/4" 111 216 GROUP 1 112 212 5 UNIT 12 S202 ALIGN 212A UNIT 9 9 1'-0" 7'-0" 215 111 5' 1' 5 10 104 1'-10" 7'-3 7/8" 2" 1/ ' 213 9" 14 -9 '- - 6" 111 214A 2" 1/ 25 1' 111 104 5 217B S02 212B 11 3'-3 1/2" 5 4 15' - 0" 11 " 111 5 111 15' - 0" '- -0 STAIR 2 5.1 215B 7 13' - 4" 5 7 7'-1" 17' - 8" " 7 6'-4" 5' - 10 1/2" 7 1'-9" 4' - 10 3/4" 25 4' 15 7 '- 6 201B 5 GROUP 2A 8 3'-0" 111 2' - 2 3/4" L 3'-6" 14' - 11" 213 5 2'-1 3/4" 3'-0" 2' - 0" 6" 8'- 2'-1 3/4" 1'-8" UNIT 10 4'-0" 6 4" 3/ 7 " -6 3' -2 ' 17 " 4" 3/ 8" 5/ GROUP 1 7 7" 5'- -6 1' 214 111 7 5 0 -1 1' 0" 3'- /4" 6" '-1 3 3'2 7 -1 2' K 2" 1/ 214B 5 4" 3/ 1 " 2'- '-0 3 8 7" 5'- J 6" FLOOR 2 AND 3 UNIT LAYOUT PLAN 6" 8'- 21 MCGRATH HIGHWAY, QUINCY, MASS. O2169 Phone: 1-617-479-4122 H DATE REVISIONS NO. 21 MCGRATH HIGHWAY, QUINCY, MASS. O2169 Phone: 1-617-479-4122 H 6" 8'- 5 8" 5/ 4" 3/ UNIT 10 " 6 -6 " 8 4" 1/ 3' -6 6 411 " GROUP 2A 19 2' 5 1' - 10" 5' - 4" 2" 1/ " 409B 9' -3 4" 3/ 5 5 4' 5 5 4' - 0" 5 5' - 5" 5 4' - 0" 1'-9" 6'-5" 7'-0" 13' - 4" 7'-4 1/4" EQ EQ 112 403A 8' - 10 3/4" 111 112 404A 25' - 11 3/4" 5 111 112 4 2' 2 403B UNIT 4 404 3 GROUP 1 4 404B 1 7 Drawn by: -2 4" 1/ 7 9 4" 3/ 7 1 GROUP 1 5 2' - 4 1/4" 3' - 10" UNIT 3 111 111 5 2 403 111 407B 1'-8" 1'-8 1/2" 8' - 8" 012 GROUP 1 5 1" 405 407 1.4 2' - 4 1/4" 7 UNIT 5 15' - 0" 16' - 5 3/4" 6' - 4 3/4" 4" 5 112 MECHANICAL 111 GROUP 1 6 -2 8 '- 408 GROUP 1 406 111 111 104 3 7 3' " -0 1' -6 Author 4" 1/ Date: G.1 G F E.8 E D.8 D C.6 C.4 B.5 B A.3 A.1 04/01/2020 A Scale: AS NOTED 1 FOURTH FLOOR LAYOUT PLAN 1/8" = 1'-0" A107 PERMIT SET 4/2/2020 6:18:18 PM " 8.3 409 '- -0 32 5' UNIT 8 406 6'-5 1/2" S01 163 NANTASKET AVENUE, HULL MA 3' - UNIT 6 111 STAIR 1 4'-10 1/2" 4'-11 3/4" 4'-10 1/2" " 1' UNIT 7 111 0" 111 1 GROUP 1 2 ELECTRICAL 21'-1 1/4" 112 7'-3 7/8" -2 9 6 S401 303 4 402 1'-8" 4" 3/ 2' 104 E01 407A 24'-10 1/2" 111 111 111 6' - 4 3/4" 112 408 25'-0 1/2" 410 6 400 409A 410 JANITOR ELEVATOR 4 1'-8" UNIT 2 1'-8 3/8" 104 5' - 1 3/4" 402A 417A CORRIDOR -0 0" 111 416 5 402B 111 15' - 0" 415A 411 111 3 401 4'-0" - 013 " -6 3' 5" 412 GROUP 1 2' 1" GROUP 1 UNIT 1 7' - 1 1/2" 417 111 4' -1 - 4" 1/ 5' - 1 1/4" 111 GROUP 1 1'-10" GROUP 1 6' - 11" EQ EQ 7' 2' - 10 104 104 UNIT 14 111 5' - 0" 2" 1/ 412A UNIT 9 6 UNIT 13 111 16' - 6 1/4" -5 " ' 111 416 GROUP 1 112 7' 5 UNIT 12 S502 5' -4 14 -9 2" 1/ 1'-0" 7'-0" 415 111 9" 1' 10 111 414A 5 104 4 111 13' - 4" 2" 1/ ' 5 417B 401A 111 2" 1/ '- 14 3'-3 1/2" 111 S02 25 11 -9 " 7'-1" 5 2' - 1 1/4" 11 " 15 412B 7 '- 7 5 2' - 1 1/2" '- -0 STAIR 2 5.1 415B 7 6'-4" 5' - 10 1/2" 5 7 1'-9" 2' - 0" 7" 8 6 401B 5 2' - 2 3/4" 25 4' 1 3'-0" 111 7 5' 3'-6" 17' - 8" ' 2'-1 3/4" 3'-0" 111 5 L 2'-1 3/4" " -2 4' - 10 3/4" 17 6 14' - 11" 6" 8'- 0" 4" 3/ 1' GROUP 1 4'-0" 1 7 0 -1 1' -2 414 7' 7 7" 5'- " -6 3' 111 7 FLOOR 4 UNIT LAYOUT PLAN 0" 3'- /4" 6" '-1 3 3'2 7 0 -1 1' K 8 -1 2' 4" 3/ 0" 3'- 2" 1/ 414B 5 1 2'- 8 7" 5'- J DATE H J 4 A122 GWB 8' - 9 5/8" 6 A123 K UNIT 11 214 UNIT 10 6 213 GROUP 2A L 4 A121 3 A121 7 A121 8 A121 GWB 8' - 9 5/8" 5.1 GWB 8' - 9 5/8" REVISIONS GROUP 1 UNIT 1 201 STAIR 2 5 GROUP 1 S02 216 GROUP 1 GROUP 1 UNIT 14 217 GWB 8' - 9 5/8" UNIT 2 GROUP 1 202 E01 GROUP 1 UNIT 9 10 212 2.9 GROUP 1 7 A122 200 ELEC 210 206 UNIT 7 9 209 UNIT 8 GROUP 1 211 UNIT 6 UNIT 5 208 207 GROUP 1 GROUP 1 1.9 3 S01 JANITOR GWB 8' - 9 5/8" GWB 8' - 9 5/8" MECHANICAL UNIT 3 205 203 GWB 8' - 9 5/8" 8.3 UNIT 4 GWB 8' - 9 5/8" 1.4 GWB 8' - 9 5/8" 2 GROUP 1 GWB 8' - 9 5/8" GROUP 1 8 GWB 8' - 9 5/8" 10 A121 GWB 8' - 9 5/8" STAIR 1 CORRIDOR 4 ELEVATOR 204 GROUP 1 1 3 A122 H 7 G.1 G F E.8 E D.8 D C.6 C.4 B.5 B A.3 A.1 A 2 SECOND FLOOR RCP 1/8" = 1'-0" J 163 NANTASKET AVENUE, HULL MA NOTE: GC TO COORDINATE ALL LIGHTS, SPRINKLERS, MECHANICAL EQUIPMENT AND DEVICES K 6 LAUNDRY GWB 9' - 0" 103GWB 9' - 0" L RESIDENTIAL LOBBY 5.1 101 STAIR 2 GWB 9' - 0" S02 EXTERIOR GWB 9' - 0" SPRINKLER ROOM 11 109 ACT 9' - 0" ACT 9' - 0" TRASH ROOM VESTIBULE 1 100 STORAGE ACT 9' - 0" 5 102 ACT 9' - 0" RESTROOM 110 ELEVATOR COMMERCIAL SPACE 1 E01 105 4 FIRST AND SECOND FLOOR RCP 215 GWB 8' - 9 5/8" 21 MCGRATH HIGHWAY, QUINCY, MASS. O2169 Phone: 1-617-479-4122 GWB 8' - 9 5/8" UNIT 13 NO. 11 GWB 8' - 9 5/8" UNIT 12 108 10 STAIR 1 2.9 3 S01 EXTERIOR GWB 9' - 0" Author Date: 04/01/2020 ACT 9' - 0" STORAGE ACT 112 9' - 0" 9 Drawn by: 1.9 Scale: 2 COMMERCIAL SPACE 2 ACT 9' - 0" RESTROOM AS NOTED 106 111 1.5 8.3 1.4 VESTIBULE 3 GWB 9' - 0" VESTIBULE ACT 107 9' - 0" 2 1 104 G.1 G F E.8 E D.8 D C.6 C.4 B.5 B A.3 A.1 A 7 PERMIT SET 1 FIRST FLOOR RCP 1/8" = 1'-0" A111 4/2/2020 6:18:23 PM 8 DATE REVISIONS 21 MCGRATH HIGHWAY, QUINCY, MASS. O2169 Phone: 1-617-479-4122 NO. H J 2 A123 UNIT 10 K GWB 8' - 9" 414 GROUP 1 5.1 GROUP 1 S02 GWB 8' - 9" GWB 8' - 9" UNIT 12 UNIT 13 415 416 GROUP 1 GROUP 1 UNIT 14 GWB 8' - 9" 417 GWB 8' - 9" GROUP 1 UNIT 2 4 ELEVATOR 402 E01 GROUP 1 UNIT 9 GWB 8' - 9" 412 CORRIDOR GROUP 1 2.9 400 STAIR 1 GWB 8' - 9" 406 GWB 8' - 9" UNIT 7 9 GWB 8' - 9" ELECTRICAL JANITOR 410 3 S01 UNIT 8 409 411 1.9 GROUP 1 UNIT 6 UNIT 5 408 407 GROUP 1 GROUP 2A GWB 8' - 9" GROUP 1 MECHANICAL UNIT 3 405 403 2 GROUP 1 GWB 8' - 9" Drawn by: UNIT 4 8.3 GWB 8' - 9" Author 404 1.4 GWB 8' - 9" 8 Date: GROUP 1 04/01/2020 Scale: 4 A123 7 G.1 1 G F E.8 E D.8 D C.6 C.4 B.5 B A.3 A.1 AS NOTED A NOTE: 2 GC TO COORDINATE ALL LIGHTS, SPRINKLERS, MECHANICAL EQUIPMENT AND DEVICES FOURTH FLOOR RCP 1/8" = 1'-0" A112 PERMIT SET 4/2/2020 6:18:25 PM 10 5 401 STAIR 2 11 UNIT 1 163 NANTASKET AVENUE, HULL MA L GWB 8' - 9" FOURTH FLOOR RCP 6 DATE UNIT 2 UNIT 1 202 GWB 8' - 9 5/8" GROUP 1 201 GROUP 1 GWB 8' - 9 5/8" ENLARGED UNIT 202 RCP PLAN 1/4" = 1'-0" 8 ENLARGED UNIT 201 RCP PLAN 1/4" = 1'-0" 5' - 0" NO. 013 111 111 9' - 0" 5' - 0" MIN. UNIT 1 201 111 4' - 0" 4' - 0" A C 18' - 0 3/4" 25' - 1 1/4" A 21 MCGRATH HIGHWAY, QUINCY, MASS. O2169 Phone: 1-617-479-4122 012 7' - 0" GROUP 1 2' - 7" 7' - 0" 013 5' - 6 1/2" 2' - 6 1/2" 1' - 6" 1' - 6" 8' - 1 1/2" 112 013 6" 5' - 6" 202 A 012 12' - 7 1/4" UNIT 2 201B 1' - 9 1/4" 2' - 6" 013 013 A 013 012 1' - 6" 112 12' - 1" 4' - 0" 202A 6' - 6" 2' - 0" 5' - 0" 2' - 8" 202B 8' - 11 1/4" 111 C 6' - 2 1/2" 2' - 0" 013 4' - 1" 6' - 5 3/4" 111 4'-1 1/2" 6'-7 1/4" GROUP 1 013 111 201A 5' - 0" 104 6 303 UNIT 14 UNIT 12 UNIT 13 215 216 GROUP 1 GROUP 1 GWB 8' - 9 5/8" 217 163 NANTASKET AVENUE, HULL MA ENLARGED UNIT 202 FLOOR PLAN 1/4" = 1'-0" GWB 8' - 9 5/8" GROUP 1 GWB 8' - 9 5/8" 3 7 ENLARGED UNIT 215 RCP PLAN 1/4" = 1'-0" ENLARGED UNIT 216 RCP PLAN 1/4" = 1'-0" 4 ENLARGED UNIT 217 RCP PLAN 1/4" = 1'-0" 215B 217B UNIT 12 Drawn by: Author 7' - 0" GROUP 1 111 217 111 9' - 3" 012 111 UNIT 14 ALIGN 013 013 GROUP 1 013 UNIT 13 04/01/2020 216 Scale: AS NOTED GROUP 1 8' - 0" 111 111 013 303 013 Date: 7' - 0" 215 9' - 3" 9' - 3" 7' - 0" 111 111 013 013 013 217A 111 C 8' - 8 1/4" 013 104 111 1' - 6" 1' - 5" 2' - 6 1/2" 1' - 5" 1' - 6" ENLARGED UNIT 217 FLOOR PLAN 1/4" = 1'-0" 2' - 0" 2' - 6 1/2" 111 ENLARGED UNIT 215 FLOOR PLAN 1 1/4" = 1'-0" 1' - 4 1/2" 111 216 1' - 6" 2 ENLARGED UNIT 216 FLOOR PLAN 1/4" = 1'-0" PERMIT SET A121 4/2/2020 6:18:31 PM 215A 2' - 6" A 5' - 0" 2' - 7" 104 012 5 2' - 7" 5'-6" 013 013 6'-10" 013 111 C 8' - 0 1/2" 5' - 0" C 013 5' - 0" 6' - 10" 2' - 7" 012 2' - 0" 2' - 0" 5' - 6" 6'-10" 5' - 0" 5'-6" A 8' - 0" 9'-3 5/8" 5' - 0" A 5' - 0" 9 ENLARGED UNIT 201 FLOOR PLAN 1/4" = 1'-0" ENLARGED UNIT PLANS 10 REVISIONS GWB 8' - 9 5/8" DATE REVISIONS 21 MCGRATH HIGHWAY, QUINCY, MASS. O2169 Phone: 1-617-479-4122 NO. UNIT 8 211 GROUP 1 GWB 8' - 9 5/8" GWB 8' - 9 5/8" UNIT 11 212 214 GROUP 1 163 NANTASKET AVENUE, HULL MA UNIT 9 GROUP 1 ENLARGED UNIT 211 RCP PLAN UNIT 311 SIMILAR 3 1/4" = 1'-0" 4 ENLARGED UNIT 214 RCP PLAN 1/4" = 1'-0" 211 2'-5" 7 6'-3" 13'-8" 8' - 8 1/2" GROUP 1 214 GROUP 1 013 B B 3' - 2 1/4" 2 111 Scale: AS NOTED 7' - 10 1/4" 2' - 7" 014 212B 111 -4 013 ENLARGED UNIT 211 FLOOR PLAN UNIT 311 SIMILAR 1 1/4" = 1'-0" 013 3' 111 04/01/2020 1/ 2" 12' - 9" 3' - 2" 13' - 9 1/2" Date: GROUP 1 012 2' - 5 1/4" UNIT 11 Author A 5' - 0" 013 Drawn by: 111 013 3' - 4 3/4" 1' - 6 3/4" 1' - 6" UNIT 8 211 5' - 1 1/2" 212 16'-4 3/4" 11'-11 5/8" 15'-10 3/4" 5' - 6 3/4" 1' - 6" 4'-10" UNIT 9 4' - 0" 8' - 1 1/4" 5' - 6" 4'-6" 3' - 10 3/4" 6" 013 12' - 0 3/4" 013 5' - 0" 6'-2" 14' - 0" 013 013 C 8' - 4 3/4" 013 2' - 0" 2' - 8 1/2" C 12' - 1" 2'-7" 214B 5' - 0" 013 111 012 111 4' - 6 1/4" 4'-6 1/2" 4'-10" 212A 111 OVEN 7' - 0 1/2" 5'-0" 111 4' - 1" 013 6'-11 1/2" 7'-6 1/2" 013 ENLARGED UNIT 212 RCP PLAN 1/4" = 1'-0" 111 111 6 ENLARGED UNIT 212 FLOOR PLAN 1/4" = 1'-0" ALIGN 5' - 2" ENLARGED UNIT 214 FLOOR PLAN 1/4" = 1'-0" 214A A122 111 PERMIT SET 4/2/2020 6:18:34 PM 111 2' - 6" 4'-0" 3' - 6 1/2" 6' - 9 1/2" 1' - 6" 4' - 0" 111 ENLARGED UNIT PLANS GWB 8' - 9 5/8" DATE 14' - 0" 2' - 0" REVISIONS C 5' - 0" 414B 9' - 10" 11' - 11 3/4" UNIT 10 UNIT 10 414 414 GROUP 1 GROUP 1 012 013 5' - 3" 013 111 013 C A 3' - 2" 13' - 10" 111 013 111 A 111 NO. 4' - 0" 2' - 0" GWB 8' - 9" 111 10' - 0 3/4" 5' - 2" 7' - 5 1/2" 111 2' - 8 3/4" 111 3' - 3" 2' - 7" 15' - 7" 1' - 6" 414A 21 MCGRATH HIGHWAY, QUINCY, MASS. O2169 Phone: 1-617-479-4122 15' - 3 1/2" 111 012 111 111 013 C 412A 111 A 2' - 0" A 4' - 6 1/4" 2' - 0" 013 2' - 5" 7' - 6" 6' - 8 1/4" 111 5' - 10 1/4" 013 UNIT 9 GROUP 2A 412 412 GROUP 1 163 NANTASKET AVENUE, HULL MA UNIT 8 411 UNIT 9 14' - 9 1/2" 4' - 0" 111 GROUP 1 412B 1 ENLARGED UNIT 411 RCP PLAN 1/4" = 1'-0" 111 4' - 1 1/2" OVEN 6' - 0" 111 003 A 2' - 7" 1' - 2 3/4" 013 4' - 5 1/4" 9' - 4 3/4" 15' - 10 3/4" 4' - 10" 12' - 4 1/2" 5' - 0" UNIT 10 GROUP 2A 213 UNIT 10 GWB 8' - 9 5/8" 213 GROUP 2A GROUP 2A 013 Date: 04/01/2020 Scale: AS NOTED A 012 16' - 4 3/4" 213 013 4' - 6 1/2" D 15' - 0" 6 ENLARGED UNIT 213 RCP PLAN 1/4" = 1'-0" 5 OVEN ENLARGED UNIT 213 FLOOR PLAN 1/4" = 1'-0" 2' - 0" 111 3 Author 111 5' - 3" 013 D 411 2' - 6 1/2" UNIT 8 013 111 Drawn by: 013 2' - 7" 111 1' - 6" 8' - 10" 3' - 6 1/2" 013 A 15' - 0" 2' - 6" 4' - 10" 013 013 D 7' - 6 1/2" 6' - 11 1/2" 013 5' - 0" 111 2' - 0 1/2" 411 A123 ENLARGED UNIT 411 FLOOR PLAN 1/4" = 1'-0" PERMIT SET 4/2/2020 6:18:38 PM 2' - 6" 7' - 6 1/2" ENLARGED UNIT 412 / 414 RCP PLAN 1/4" = 1'-0" 3' - 2" 1' - 6" 2 4' - 6 1/4" 4 ENLARGED UNIT 412 / 414 FLOOR PLAN 1/4" = 1'-0" ENLARGED TYPE PLANS GWB 8' - 9" C 4' - 0 3/4" 7' - 3 1/2" GWB 8' - 9" 5' - 2" DATE C.6 17'-10 1/8" 13'-10 1/8" C.4 B.5 A301 5'-6 5/8" 7 B A402 10'-9 1/4" 12'-7" 17'-10 3/4" A A.3 8'-10 3/4" REVISIONS D 2 4'-0" 56'-10" D.8 6 110 A401 20'-0" 2'-6" 4" 4 105 A.1 2 9'-4" S101 6'-7" 5'-6 3/4" 9'-7" A401 3.2 102 STAIR 1 S01 3 102 A301 1'-3 7/8" 36'-4 1/8" RESTROOM 106 2'-0 1/2" A401 1.7 102 35'-6 3/8" 112C 18'-4 1/8" 107A 1.3 A402 107B 104B 104A Date: 04/01/2020 Scale: VESTIBULE 2 A202 Drawn by: Author 6 VESTIBULE 3 107 1.5 8'-1 5/8" 5'-0" 5'-0" 9'-7" 1' - 9 1/4" A404 2'-10 5/8" 102 112B 4" 7' - 4" 3'-5 5/8" 101 3'-9 1/2" 1' - 0" 12'-4" 101 4 22'-6" 19'-2 3/8" 2'-7" 8'-0" 6'-5" 111 27'-6 1/4" 6'-0" 2 111 101 7 9'-4" 9'-4" 9'-7" 22'-6" COMMERCIAL SPACE 2 12'-4 3/4" 14'-10" 112 1'-3 7/8" 8'-9" 18'-7 3/4" STORAGE K 9'-3 1/4" 304 A401 103 4" 4'-7" 6'-3" 103 304 6' - 11" 106A 1 112A 3'-0" L 2'-9" 18'-5" 59'-9 1/8" 105A 6'-1 1/8" 14' - 11" 1 3'-3 1/8" 101 163 NANTASKET AVENUE, HULL MA J 108 4.3 COMMERCIAL SPACE 1 10'-9 3/4" 109 TRASH ROOM 3 8'-9" E01 11'-11 1/4" 14'-4 1/2" SPRINKLER ROOM ELEVATOR 9'-8 1/2" 7' - 4" 14'-3 1/4" 4.7 110 101 7'-5 3/4" 27'-1 1/2" 5 3 ENLARGED FIRST FLOOR PLANS RESTROOM 102 21 MCGRATH HIGHWAY, QUINCY, MASS. O2169 Phone: 1-617-479-4122 101 A401 21'-8 1/8" 108 7'-1 5/8" NO. 8'-0" 5 3'-10 5/8" 101 5'-10 1/8" 109 303 103 6'-0" 7' - 4" 1' - 0" 101B 105B 102 RESIDENTIAL LOBBY 5.3 2'-6 5/8" STORAGE 100A 3'-11" 103 5'-0" 4" 102 8'-4 3/4" 4'-8 1/2" 101A 16'-3 1/2" 1' - 9 1/2" H 5'-6 3/4" 2'-10 1/4" 12'-5 3/4" 100 8'-0 1/8" 103 101 12'-1 1/8" 101 LAUNDRY 4'-7 3/8" 4 9'-6 1/4" A202 1'-4" 6'-0 1/2" VESTIBULE 1 104 AS NOTED 1 1 GLASS WALL ENLARGED PLAN 1/4" = 1'-0" 2 FIRST FLOOR - Callout 1 1/4" = 1'-0" PERMIT SET A124 4/2/2020 6:18:40 PM 11 GENERAL MATERIAL AND ELEVATION NOTES: PVC TRIM AND PANELING COLOR - WHITE 1. NICHIHA STUCCO HORIZONTAL WALL PANELIN TO BE: A. MAIN COLOR - BLUE HYDRANGEA 2062-60 B. SECONDARY COLOR - NAVAJO WHITE OC-95 DATE DEMOLITION LEGEND: PVC BEAD BOARD PANELING NICHIHA STUCCO HORIZONTAL PANELING REVISIONS HARDIE PLANK - LAP SIDING, SMOOTH FINISH, 4" EXPOSURE, COLOR - LIGHT MIST J K 11 L 1 4 3 2 5 A403 A403 A403 A403 A403 10 9 8.3 8 7 L K 5 4 3 A402 A402 A402 T.O. MECHANICAL ROOM 64' - 11 1/2" NO. H 7 7 7 7 5 8 414B 5 5 6 6 6 6 5 5 7 7 7 7 5 412B 21 MCGRATH HIGHWAY, QUINCY, MASS. O2169 Phone: 1-617-479-4122 5 10' - 6" ROOF 55' - 11 1/2" 5 7 7 7 7 5 8 314B 5 5 6 6 6 6 5 5 7 7 7 7 10' - 6" FOURTH FLOOR 45' - 5 1/2" 5 312B 5 7 7 7 7 5 8 214B 5 5 6 6 6 6 5 5 7 7 7 7 10' - 6" THIRD FLOOR 34' - 11 1/2" 5 212B 5 G.1 EXTERIOR ELEVATION 5 1/8" = 1'-0" 4 EXTERIOR ELEVATION 4 1/8" = 1'-0" 3 3 2 1 A301 A301 A301 G F E.8 E D.8 D C.6 C.4 B.5 B A.3 A.1A 1 1.31.5 1.7 2 1 EXTERIOR ELEVATION 3 1/8" = 1'-0" 3 3.2 2 A401 163 NANTASKET AVENUE, HULL MA FIRST FLOOR 12' - 9 1/2" 4 4.34.7 5 5.3 6 A401 6 2 1 6 4 3 5 A401 A402 A402 A402 A401 A401 A401 T.O. MECHANICAL ROOM 64' - 11 1/2" 5 5 5 5 5 5 5 409B 4 5 4 3 1 2 2 1 10' - 6" ROOF 55' - 11 1/2" EXTERIOR ELEVATIONS 11' - 8" SECOND FLOOR 24' - 5 1/2" 3 407B 5 5 5 5 5 5 309B 4 5 4 3 1 2 2 1 3 307B Drawn by: Author Date: THIRD FLOOR 34' - 11 1/2" 209B 5 5 5 5 5 4 5 4 3 1 2 2 1 AS NOTED 10' - 6" 5 3 207B Scale: SECOND FLOOR 24' - 5 1/2" 11' - 8" 5 04/01/2020 104A 104A 106A 105A 100A FIRST FLOOR 12' - 9 1/2" 2 EXTERIOR ELEVATION 2 1/8" = 1'-0" 1 EXTERIOR ELEVATION 1 1/8" = 1'-0" PERMIT SET A201 4/2/2020 6:18:46 PM 5 10' - 6" FOURTH FLOOR 45' - 5 1/2" GENERAL MATERIAL AND ELEVATION NOTES: PVC TRIM AND PANELING COLOR - WHITE 1. NICHIHA STUCCO HORIZONTAL WALL PANELIN TO BE: A. MAIN COLOR - BLUE HYDRANGEA 2062-60 B. SECONDARY COLOR - NAVAJO WHITE OC-95 DATE DEMOLITION LEGEND: PVC BEAD BOARD PANELING NICHIHA STUCCO HORIZONTAL PANELING 5.3 5 4.74.3 1.51.3 1 T.O. MECHANICAL ROOM 64' - 11 1/2" 9' - 0" 6 REVISIONS HARDIE PLANK - LAP SIDING, SMOOTH FINISH, 4" EXPOSURE, COLOR - LIGHT MIST 7 A404 5 5 21 MCGRATH HIGHWAY, QUINCY, MASS. O2169 Phone: 1-617-479-4122 5 10' - 6" FOURTH FLOOR 45' - 5 1/2" NO. 5 10' - 6" ROOF 55' - 11 1/2" 5 10' - 6" THIRD FLOOR 34' - 11 1/2" 5 11' - 8" SECOND FLOOR 24' - 5 1/2" FIRST FLOOR 12' - 9 1/2" B.5 2 3 A301 A301 C.4 C.6 D D.8 E E.8 7 1 2 A402 A402 EXTERIOR ELEVATION 9 1/8" = 1'-0" 3 8 F 8.3 9 EXTERIOR ELEVATION 8 1/8" = 1'-0" 10 11 G T.O. MECHANICAL ROOM 64' - 11 1/2" 5 A404 A402 4 4 5 5 7 7 7 7 5 417B 5 6 6 5 8 415B 10' - 6" ROOF 55' - 11 1/2" 4 4 5 5 7 7 7 7 5 317B 5 6 6 5 8 315B 10' - 6" FOURTH FLOOR 45' - 5 1/2" EXTERIOR ELEVATIONS B 4 163 NANTASKET AVENUE, HULL MA AA.1 A.3 PERSPECTIVE 1 9' - 0" 5 THIRD FLOOR 34' - 11 1/2" Drawn by: 5 5 7 7 7 7 217B 5 5 6 6 5 8 215B Author 10' - 6" Date: 04/01/2020 SECOND FLOOR 24' - 5 1/2" Scale: AS NOTED 108 109 FIRST FLOOR 12' - 9 1/2" 2 EXTERIOR ELEVATION 7 1/8" = 1'-0" 1 EXTERIOR ELEVATION 6 1/8" = 1'-0" PERMIT SET A202 4/2/2020 6:19:03 PM 4 11' - 8" 4 DATE A301 A301 3 2.9 1 1.5 2 3 3.2 4 4.3 5 6 T.O. MECHANICAL ROOM 64' - 11 1/2" 2 A404 10' - 6" ROOF 55' - 11 1/2" REVISIONS 1 9' - 0" 1.5 1 10' - 6" NO. FOURTH FLOOR 45' - 5 1/2" 10' - 6" 21 MCGRATH HIGHWAY, QUINCY, MASS. O2169 Phone: 1-617-479-4122 THIRD FLOOR 34' - 11 1/2" 11' - 8" SECOND FLOOR 24' - 5 1/2" 3 A404 FIRST FLOOR 12' - 9 1/2" B.5 6 2 2 3 A301 A301 C.4 C.6 D D.8 E E.8 F G 1 2 6 A402 A402 A401 BUILDING SECTION 2 1/8" = 1'-0" G.1 T.O. MECHANICAL ROOM 64' - 11 1/2" A402 10' - 6" ROOF 55' - 11 1/2" FOURTH FLOOR 45' - 5 1/2" 10' - 6" 1 A401 THIRD FLOOR 34' - 11 1/2" Drawn by: Author 10' - 6" Date: 04/01/2020 Scale: AS NOTED 11' - 8" SECOND FLOOR 24' - 5 1/2" FIRST FLOOR 12' - 9 1/2" 1 BUILDING SECTION 1 1/8" = 1'-0" PERMIT SET A301 4/2/2020 6:19:12 PM B BUILDING SECTION 3 1/8" = 1'-0" BUILDING SECTIONS AA.1 A.3 3 163 NANTASKET AVENUE, HULL MA BUILDING SECTION 4 1/8" = 1'-0" 9' - 0" 4 DATE A A.1 A A.1 A A.1 A A PVC FASCIA. COUNTERSINK, PLUG AND PATCH FASTENINGS. PVC FASCIA. COUNTERSINK, PLUG AND PATCH FASTENINGS. NICHIHA HORIZINTAL PANELLING WITH RAINSCREEN BRACKETS FIBERGLASS PATIO DOOR NICHIHA HORIZINTAL PANELLING WITH RAINSCREEN BRACKETS NICHIHA HORIZINTAL PANELLING WITH RAINSCREEN BRACKETS PVC TRIM. COUNTERSINK, PLUG AND PATCH FASTENINGS. PVC BEADBOARD PVC BEADBOARD PANELLING AZEC DECK FLOORING PVC BEADBOARD PVC BEADBOARD AZEC DECK FLOORING AZEC DECK FLOORING PVC TRIM. COUNTERSINK, PLUG AND PATCH FASTENINGS. VINYL AWNING WINDOW VINYL AWNING WINDOW SOLID SURFACE WINDOW SILL SOLID SURFACE WINDOW SILL PVC FASCIA. COUNTERSINK, PLUG AND PATCH FASTENINGS. PVC FASCIA. COUNTERSINK, PLUG AND PATCH FASTENINGS. 2 A407 FOURTH FLOOR 45' - 5 1/2" 7 A407 5 A406 NICHIHA HORIZINTAL PANELLING WITH RAINSCREEN BRACKETS FIBERGLASS PATIO DOOR VINYL AWNING WINDOW VINYL AWNING WINDOW SOLID SURFACE WINDOW SILL SOLID SURFACE WINDOW SILL 6 A407 PVC BEADBOARD PANELLING AZEC DECK FLOORING PVC BEADBOARD PVC BEADBOARD AZEC DECK FLOORING AZEC DECK FLOORING NICHIHA HORIZINTAL PANELLING WITH RAINSCREEN BRACKETS NICHIHA HORIZINTAL PANELLING WITH RAINSCREEN BRACKETS THIRD FLOOR 34' - 11 1/2" PVC TRIM. COUNTERSINK, PLUG AND PATCH FASTENINGS. NICHIHA HORIZINTAL PANELLING WITH RAINSCREEN BRACKETS NICHIHA HORIZINTAL PANELLING WITH RAINSCREEN BRACKETS 163 NANTASKET AVENUE, HULL MA PVC BEADBOARD FIBERGLASS PATIO DOOR PVC TRIM. COUNTERSINK, PLUG AND PATCH FASTENINGS. PVC BEADBOARD PVC BEADBOARD PVC BEADBOARD PANELLING AZEC DECK FLOORING PVC BEADBOARD AZEC DECK FLOORING VINYL AWNING WINDOW VINYL AWNING WINDOW SOLID SURFACE WINDOW SILL SOLID SURFACE WINDOW SILL PVC FASCIA. COUNTERSINK, PLUG AND PATCH FASTENINGS. PVC FASCIA. COUNTERSINK, PLUG AND PATCH FASTENINGS. 4 A407 AZEC DECK FLOORING SECOND FLOOR 24' - 5 1/2" 3 A407 6 A406 EXTERIOR GWB CEILING WALL SECTIONS NICHIHA HORIZINTAL PANELLING WITH RAINSCREEN BRACKETS 8 A407 ROOF 55' - 11 1/2" PVC TRIM. COUNTERSINK, PLUG AND PATCH FASTENINGS. 21 MCGRATH HIGHWAY, QUINCY, MASS. O2169 Phone: 1-617-479-4122 4 A406 PVC TRIM. COUNTERSINK, PLUG AND PATCH FASTENINGS. NO. PVC TRIM. COUNTERSINK, PLUG AND PATCH FASTENINGS. PVC TRIM. COUNTERSINK, PLUG AND PATCH FASTENINGS. REVISIONS 1 A407 5 A407 Drawn by: Author Date: 04/01/2020 Scale: AS NOTED 6 WALL SECTION 6 3/8" = 1'-0" 5 WALL SECTION 5 3/8" = 1'-0" 4 WALL SECTION 4 3/8" = 1'-0" 3 WALL SECTION 3 3/8" = 1'-0" 2 WALL SECTION 2 3/8" = 1'-0" 1 WALL SECTION 1 3/8" = 1'-0" PERMIT SET A401 4/2/2020 6:19:15 PM FIRST FLOOR 12' - 9 1/2" 1.4 L 1 1.5 1 A406 PVC TRIM. COUNTERSINK, PLUG AND PATCH FASTENINGS. PVC TRIM. COUNTERSINK, PLUG AND PATCH FASTENINGS. 7 A406 PVC TRIM. COUNTERSINK, PLUG AND PATCH FASTENINGS. Sim PVC TRIM. COUNTERSINK, PLUG AND PATCH FASTENINGS. PVC TRIM. COUNTERSINK, PLUG AND PATCH FASTENINGS. PVC TRIM. COUNTERSINK, PLUG AND PATCH FASTENINGS. VINYL DOUBLE HUNG WINDOW VINYL DOUBLE HUNG WINDOW SOLID SURFACE WINDOW SILL SOLID SURFACE WINDOW SILL NICHIHA HORIZINTAL PANELLING WITH RAINSCREEN BRACKETS NICHIHA HORIZINTAL PANELLING WITH RAINSCREEN BRACKETS PVC TRIM. COUNTERSINK, PLUG AND PATCH FASTENINGS. PVC TRIM. COUNTERSINK, PLUG AND PATCH FASTENINGS. NICHIHA HORIZINTAL PANELLING WITH RAINSCREEN BRACKETS NICHIHA HORIZINTAL PANELLING WITH RAINSCREEN BRACKETS VINYL DOUBLE HUNG WINDOW VINYL DOUBLE HUNG WINDOW SOLID SURFACE WINDOW SILL SOLID SURFACE WINDOW SILL NICHIHA HORIZINTAL PANELLING WITH RAINSCREEN BRACKETS NICHIHA HORIZINTAL PANELLING WITH RAINSCREEN BRACKETS VINYL DOUBLE HUNG WINDOW SOLID SURFACE WINDOW SILL REVISIONS 1 A406 1.4 NO. L 6 1.5 DATE 7 NICHIHA HORIZINTAL PANELLING WITH RAINSCREEN BRACKETS VINYL DOUBLE HUNG WINDOW NICHIHA HORIZINTAL PANELLING WITH RAINSCREEN BRACKETS NICHIHA HORIZINTAL PANELLING WITH RAINSCREEN BRACKETS 12 A406 VINYL DOUBLE HUNG WINDOW VINYL DOUBLE HUNG WINDOW SOLID SURFACE WINDOW SILL SOLID SURFACE WINDOW SILL NICHIHA HORIZINTAL PANELLING WITH RAINSCREEN BRACKETS NICHIHA HORIZINTAL PANELLING WITH RAINSCREEN BRACKETS NICHIHA HORIZINTAL PANELLING WITH RAINSCREEN BRACKETS NICHIHA HORIZINTAL PANELLING WITH RAINSCREEN BRACKETS VINYL DOUBLE HUNG WINDOW VINYL DOUBLE HUNG WINDOW SOLID SURFACE WINDOW SILL SOLID SURFACE WINDOW SILL VINYL DOUBLE HUNG WINDOW VINYL DOUBLE HUNG WINDOW SOLID SURFACE WINDOW SILL SOLID SURFACE WINDOW SILL NICHIHA HORIZINTAL PANELLING WITH RAINSCREEN BRACKETS NICHIHA HORIZINTAL PANELLING WITH RAINSCREEN BRACKETS PVC TRIM. COUNTERSINK, PLUG AND PATCH FASTENINGS. PVC TRIM. COUNTERSINK, PLUG AND PATCH FASTENINGS. VINYL DOUBLE HUNG WINDOW VINYL DOUBLE HUNG WINDOW VINYL DOUBLE HUNG WINDOW SOLID SURFACE WINDOW SILL SOLID SURFACE WINDOW SILL SOLID SURFACE WINDOW SILL NICHIHA HORIZINTAL PANELLING WITH RAINSCREEN BRACKETS NICHIHA HORIZINTAL PANELLING WITH RAINSCREEN BRACKETS PVC TRIM. COUNTERSINK, PLUG AND PATCH FASTENINGS. PVC TRIM. COUNTERSINK, PLUG AND PATCH FASTENINGS. SOLID SURFACE WINDOW SILL NICHIHA HORIZINTAL PANELLING WITH RAINSCREEN BRACKETS NICHIHA HORIZINTAL PANELLING WITH RAINSCREEN BRACKETS 3 A406 PVC TRIM. COUNTERSINK, PLUG AND PATCH FASTENINGS. 9 A406 10 A407 EXTERIOR GWB CEILING EXTERIOR GWB CEILING EXTERIOR GWB CEILING 163 NANTASKET AVENUE, HULL MA 8 A406 WALL SECTIONS 10 A406 21 MCGRATH HIGHWAY, QUINCY, MASS. O2169 Phone: 1-617-479-4122 2 A406 EXTERIOR GWB CEILING EXTERIOR GWB CEILING Drawn by: Author Date: 04/01/2020 Scale: 7 WALL SECTION 13 3/8" = 1'-0" 6 WALL SECTION 12 3/8" = 1'-0" 5 WALL SECTION 11 3/8" = 1'-0" 4 WALL SECTION 10 3/8" = 1'-0" 3 WALL SECTION 9 3/8" = 1'-0" 2 WALL SECTION 8 3/8" = 1'-0" 1 WALL SECTION 7 3/8" = 1'-0" PERMIT SET A402 4/2/2020 6:19:18 PM AS NOTED DATE 1 A405 FIBERGLASS PATIO DOOR 11 PVC TRIM. COUNTERSINK, PLUG AND PATCH FASTENINGS. PVC TRIM. COUNTERSINK, PLUG AND PATCH FASTENINGS. NICHIHA HORIZINTAL PANELLING WITH RAINSCREEN BRACKETS NICHIHA HORIZINTAL PANELLING WITH RAINSCREEN BRACKETS VINYL DOUBLE HUNG WINDOW VINYL DOUBLE HUNG WINDOW SOLID SURFACE WINDOW SILL SOLID SURFACE WINDOW SILL PVC TRIM. COUNTERSINK, PLUG AND PATCH FASTENINGS. PVC TRIM. COUNTERSINK, PLUG AND PATCH FASTENINGS. ROOF 55' - 11 1/2" F4 Ceiling 54' - 3 3/4" NICHIHA HORIZINTAL PANELLING WITH RAINSCREEN BRACKETS NICHIHA HORIZINTAL PANELLING WITH RAINSCREEN BRACKETS PVC TRIM. COUNTERSINK, PLUG AND PATCH FASTENINGS. PVC TRIM. COUNTERSINK, PLUG AND PATCH FASTENINGS. REVISIONS PVC TRIM. COUNTERSINK, PLUG AND PATCH FASTENINGS. 11 NO. 11 PVC BEADBOARD PVC BEADBOARD PANELLING 5 A405 NICHIHA HORIZINTAL PANELLING WITH RAINSCREEN BRACKETS PVC TRIM. COUNTERSINK, PLUG AND PATCH FASTENINGS. 3 A405 NICHIHA HORIZINTAL PANELLING WITH RAINSCREEN BRACKETS VINYL DOUBLE HUNG WINDOW VINYL DOUBLE HUNG WINDOW SOLID SURFACE WINDOW SILL SOLID SURFACE WINDOW SILL PVC TRIM. COUNTERSINK, PLUG AND PATCH FASTENINGS. PVC TRIM. COUNTERSINK, PLUG AND PATCH FASTENINGS. NICHIHA HORIZINTAL PANELLING WITH RAINSCREEN BRACKETS NICHIHA HORIZINTAL PANELLING WITH RAINSCREEN BRACKETS PVC BEADBOARD PANELLING PVC BEADBOARD PANELLING FOURTH FLOOR 45' - 5 1/2" PVC BEADBOARD 2 A405 PVC TRIM. COUNTERSINK, PLUG AND PATCH FASTENINGS. NICHIHA HORIZINTAL PANELLING WITH RAINSCREEN BRACKETS NICHIHA HORIZINTAL PANELLING WITH RAINSCREEN BRACKETS VINYL DOUBLE HUNG WINDOW VINYL DOUBLE HUNG WINDOW SOLID SURFACE WINDOW SILL SOLID SURFACE WINDOW SILL PVC TRIM. COUNTERSINK, PLUG AND PATCH FASTENINGS. PVC TRIM. COUNTERSINK, PLUG AND PATCH FASTENINGS. NICHIHA HORIZINTAL PANELLING WITH RAINSCREEN BRACKETS NICHIHA HORIZINTAL PANELLING WITH RAINSCREEN BRACKETS PVC TRIM. COUNTERSINK, PLUG AND PATCH FASTENINGS. PVC TRIM. COUNTERSINK, PLUG AND PATCH FASTENINGS. PVC BEADBOARD PANELLING PVC BEADBOARD PANELLING THIRD FLOOR 34' - 11 1/2" 163 NANTASKET AVENUE, HULL MA AZEC DECK FLOORING PVC BEADBOARD AZEC DECK FLOORING NICHIHA HORIZINTAL PANELLING WITH RAINSCREEN BRACKETS PVC TRIM. COUNTERSINK, PLUG AND PATCH FASTENINGS. NICHIHA HORIZINTAL PANELLING WITH RAINSCREEN BRACKETS PVC TRIM. COUNTERSINK, PLUG AND PATCH FASTENINGS. SECOND FLOOR 24' - 5 1/2" WALL SECTIONS 6 A405 21 MCGRATH HIGHWAY, QUINCY, MASS. O2169 Phone: 1-617-479-4122 PVC BEADBOARD PANELLING AZEC DECK FLOORING 9 A407 EXTERIOR GWB CEILING GLASS BLOCK FACADE EXTERIOR GWB CEILING EXTERIOR GWB CEILING 4 A405 Drawn by: Author Date: 04/01/2020 Scale: AS NOTED 5 WALL SECTION 18 3/8" = 1'-0" 4 WALL SECTION 17 3/8" = 1'-0" 3 WALL SECTION 16 3/8" = 1'-0" 2 WALL SECTION 15 3/8" = 1'-0" 1 WALL SECTION 14 3/8" = 1'-0" PERMIT SET A403 4/2/2020 6:19:20 PM FIRST FLOOR 12' - 9 1/2" 1'-5 1/2" 4'-0 1/2" WINDOW OPENING 11 3/16" 4'-0 1/2" WINDOW OPENING DATE 2'-9 1/2" 1'-5 1/2" WINDOW OPENING 9 1/4" 3'-0 1/2" 8 1/4" WINDOW OPENING WINDOW OPENING 1'-5 1/2" 2'-0 1/2" 4'-6" H D PVC TRIM. COUNTERSINK, PLUG AND PATCH FASTENINGS. ROOF 55' - 11 1/2" 10 A405 NICHIHA HORIZINTAL PANELLING WITH RAINSCREEN BRACKETS REVISIONS 1'-2 3/8" 4'-6" 3'-0" FIBERGLASS SINGLE HUNG WINDOW 1/4" 7 1/2" NO. SOLID SURFACE WINDOW SILL FRAMING AT FRONT FACADE WINDOW SILLS 4 1/2" = 1'-0" 1'-2 1/4" WINDOW 1'-5 1/2" 1/4" 4'-0" 1/4" 11 3/16" WINDOW 1/4" 4'-0" 1/4" WINDOW 1'-5 1/2" FOURTH FLOOR 45' - 5 1/2" NICHIHA HORIZINTAL PANELLING WITH RAINSCREEN BRACKETS 1/4" 4'-6" 9 1/4" 1/4" 3'-0" 1/4" 8 1/4" WINDOW 1/4" 2'-0" 1/4" 1'-5 1/2" 1/4" 2'-9" FIBERGLASS SINGLE HUNG WINDOW DOOR SOLID SURFACE WINDOW SILL NICHIHA HORIZINTAL PANELLING WITH RAINSCREEN BRACKETS THIRD FLOOR 34' - 11 1/2" 4'-6" 3'-0" 1/4" 7 1/2" DOOR 8 163 NANTASKET AVENUE, HULL MA FIBERGLASS SINGLE HUNG WINDOW FRAMING AT FRONT FACADE WINDOWS 1/2" = 1'-0" 9 A405 SOLID SURFACE WINDOW SILL 2 METAL COPING FLASHING, PTD 2X BLOCKING EPDM ROOFING 7 A405 3/4" PLYWOOD SHEATHING 2" RIGID INSULATION, ROOF TO BE R-38 MIN TOTAL CONTINUE 3HR FIRE RATING AT STAIR SHAFT WALLS 3/4" PLYWOOD SHEATHING R-20 MIN. MINERAL WOOL INSULATION HARDIE BOARD HORIZONTAL LAP SIDING WITH 4" EXPOSURE ON 1" Z CHANNELS NICHIHA HORIZINTAL PANELLING WITH RAINSCREEN BRACKETS 1HR STAIR SHAFT, SEE STRUCTURAL DRAWINGS 1" RIGID INSULATION HARDIE BOARD HORIZONTAL LAP SIDING WITH 4" EXPOSURE ON 1" Z CHANNELS CMU STAIR SHAFT ENCLOSURE, SEE STRUCTURALS PROVIDE CRICKET AT WALLS 3'-0" FLOOD PROOF CONCRETE WALL, SEE STRUCTURALS EPDM ROOFING 1/2" INSULATED COVER BOARD METAL COPING FLASHING, PTD 2X BLOCKING 2" RIGID INSULATION, ROOF TO BE R-38 MIN TOTAL 1" RIGID INSULATION CMU ELEVATOR SHAFT, SEE STRUCTURAL DRAWINGS PROVIDE CRICKET AT WALLS TOP OF ELEVATOR SHAFT 3/8" = 1'-0" ROOF 55' - 11 1/2" 2 TOP OF STAIR SHAFT 3/8" = 1'-0" 8 A405 NICHIHA HORIZINTAL PANELLING WITH RAINSCREEN BRACKETS EXTERIOR RATED 5/8" GWB, PTD, WITH R-20 MIN INSULATION 1/2" INSULATED COVER BOARD 1 SECOND FLOOR 24' - 5 1/2" 1HR FIRE RATED STAIR ENCLOSURE Drawn by: Author Date: 04/01/2020 Scale: AS NOTED FIRST FLOOR 12' - 9 1/2" WOOD FRAMED STAIR CONSTRUCTION 3 BUILDING SECTION 4 - Callout 1 3/8" = 1'-0" 7 WALL SECTION 20 3/8" = 1'-0" 5 WALL SECTION 19 3/8" = 1'-0" PERMIT SET A404 4/2/2020 6:19:23 PM 1/4" 3HR RATED ASSEMBLY 10" WALL SECTIONS 1/4" 21 MCGRATH HIGHWAY, QUINCY, MASS. O2169 Phone: 1-617-479-4122 10" DATE METAL COPING FLASHING, PTD PVC TRIM, PTD. COUNTERSINK, PLUG AND PATCH FASTENING HOLES EPDM ROOFING MEMBRANE 1/2" INSULATED PROTECTION BOARD 1" METAL PAN FLASHING, PTD. R-20 MIN. MINERAL WOOL INSULATION 1 1/2" PVC TRIM. COUNTERSINK, PLUG AND PATCH FASTENINGS. 2X BLOCKING PT 2X WOOD BLOCKING PT 2X WOOD BLOCKING 3/4" PVC TRIM, PTD. COUNTERSINK, PLUG AND PATCH FASTENINGS OPEN CELL SPRAY FOAM INSULATION 2'-10 1/2" 3'-0" MINERAL WOOL INSULATION 1" PVC BEADBOARD PANELLING. COUNTERSINK, PLUG AND PATCH FASTENINGS. 1 1/2" 4" 1 1/2" NICHIHA HORIZINTAL PANELLING WITH RAINSCREEN BRACKETS PT 2X WOOD BLOCKING GWB CEILING, PTD. 1'-4" PT 2X WOOD BLOCKING R-20 MIN. MINERAL WOOL INSULATION 10 1 1/2" PVC TRIM. COUNTERSINK, PLUG AND PATCH FASTENINGS. Section 14 - Callout 1 1 1/2" = 1'-0" R-20 MIN. MINERAL WOOL INSULATION NICHIHA HORIZINTAL PANELLING WITH RAINSCREEN BRACKETS 2" 2" 2" RUBBER STAIR TREADS NICHIHA HORIZINTAL PANELLING WITH RAINSCREEN BRACKETS DOUBLE 3/4" PLYWOOD STAIR LANDING 1/2" OSB SHEATHING REGUPOL SONUSCLIP RESILIENT CHANNEL GWB CEILING, PTD. R-20 MIN. MINERAL WOOL INSULATION GWB CEILING, PTD. 1 1/2" 5 Detail 14 1 1/2" = 1'-0" 6 Detail 25 1 1/2" = 1'-0" CONTINUE FIRE RATING 1 1/2" PVC TRIM PANEL, PTD. PLUG AND PATCH FASTENING HOLES BLUESKIN VP100 AIR / VAPOR BARRIER EPDM ROOFING, EXTEND UP WALL P.T. DECK FRAMING, SEE STRUCTURALS NICHIHA HORIZINTAL PANELLING WITH RAINSCREEN BRACKETS GWB CEILING, PTD. LVL BLOCKING R-20 MIN. MINERAL WOOL INSULATION 1" PVC PANEL, PTD. COUNTERSINK, PLUG AND PATCH FASTENING HOLES 163 NANTASKET AVENUE, HULL MA GLASS FIBER ACOUSTIC INSULATION BLUESKIN VP100 AIR / VAPOR BARRIER GWB PTD HEADER, SEE STRUCTURAL DRAWINGS 1/2" OSB SHEATHING FOLD AIR / VAPOR BARRIER INTO DOOR AND WINDOW OPENING CONCRETE DECK, SEE STRUCTURALS WOOD INTERIOR PATIO DOOR. PROVIDE ROD AND SEALANT AROUND DOOR FRAME. STEEL POUR TERMINATION ANGLE 1/2" PVC PANEL, PTD. COUNTERSINK, PLUG AND PATCH FASTENING HOLES AZEK SYNTHETIC DECKING REGUPOL SONUSCLIP RESILIENT CHANNEL 2 X 6 STAINLESS STEEL SCUPPER, 16" O.C. CONTINUE FIRE RATING NICHIHA HORIZINTAL PANELLING WITH RAINSCREEN BRACKETS 1/2" OSB SHEATHING NICHIHA HORIZINTAL PANELLING WITH RAINSCREEN BRACKETS PT 3/4" PLYWOOD, SLOPE 1/4" PER FOOT H STEEL BEAM, SEE STRUCTURALS R-20 MIN. MINERAL WOOL INSULATION PT SLEEPERS TO LEVEL DECKING NICHIHA HORIZINTAL PANELLING WITH RAINSCREEN BRACKETS CONCRETE DECK, SEE STRUCTURALS R-20 MIN. MINERAL WOOL INSULATION MINERAL WOOL INSULATION MINERAL WOOL INSULATION SPRAY FIREPROOFING STEEL POUR TERMINATION ANGLE BLUESKIN VP100 AIR / VAPOR BARRIER GWB CEILING, PTD. P.T. DECK FRAMING, SEE STRUCTURALS BLUESKIN VP100 AIR / VAPOR BARRIER METAL FLASHING, PTD HEADER, SEE STRUCTURAL DRAWINGS METAL GUTTER METAL FLASHING, PTD. 6" FOLD AIR / VAPOR BARRIER INTO DOOR AND WINDOW OPENING GWB CEILING, PTD. STEEL BEAM, SEE STRUCTURALS Drawn by: METAL FLASHING, PTD. TIE INTO DOOR FRAME 1 1/2" PVC TRIM. COUNTERSINK, PLUG AND PATCH FASTENINGS. Date: 1'-4 1/4" EPDM ROOFING, EXTEND UP WALL ALUMINUM STOREFRONT FRAME AND DOOR FIBERGLASS EXTERIOR / WOOD INTERIOR PATIO DOOR. PROVIDE ROD AND SEALANT AROUND DOOR FRAME. 6 1/2" 1'-7" 2 METAL FLASHING, PTD. R-20 INSULATION EXTERIOR GWB 6'-1 3/4" Detail 28 1 1/2" = 1'-0" 04/01/2020 Scale: AS NOTED 7 BLUESKIN VP100 AIR / VAPOR BARRIER NICHIHA HORIZINTAL PANELLING WITH RAINSCREEN BRACKETS Detail 26 1 1/2" = 1'-0" 1" RIGID INSULATION 8" CMU SEE STRUCTURALS 6" CONCRETE WALL WITH STUCCO FINISH, PTD. SEE STRUCTURALS 2" 1" PVC PANEL, PTD. COUNTERSINK, PLUG AND PATCH FASTENING HOLES 4 Detail 24 1 1/2" = 1'-0" Author R-20 MIN. MINERAL WOOL INSULATION 1 1/2" PVC TRIM. COUNTERSINK, PLUG AND PATCH FASTENINGS. 1'-8 3/4" 3" 3HR RATED ASSEMBLY FIBERGLASS EXTERIOR / WOOD INTERIOR PATIO DOOR. PROVIDE ROD AND SEALANT AROUND DOOR FRAME. 1" PVC PANEL, PTD. COUNTERSINK, PLUG AND PATCH FASTENING HOLES FIBERGLASS ACOUSTIC INSULATION WALL SECTION 19 - Callout 1 1 1/2" = 1'-0" STEEL ANCHOR CHANNEL 8 Section 14 - Callout 2 1 1/2" = 1'-0" 8" X 8" GLASS BLOCK WALL PERMIT SET A405 4/2/2020 6:19:26 PM Detail 27 1 1/2" = 1'-0" MINERAL WOOL INSULATION MINERAL WOOL INSULATION SPRAY FIREPROOFING 9 4 3/4" 3 1/2" RATED ASSEMBLY METAL FLASHING, PTD. EXTERIOR DETAILS 1" PVC BEADBOARD PANEL, PTD. PLUG AND PATCH FASTENING HOLES MINERAL WOOL INSULATION MINERAL WOOL INSULATION FIBERGLASS ACOUSTIC INSULATION R-20 MIN. MINERAL WOOL INSULATION 2" BLUESKIN VP100 AIR / VAPOR BARRIER FIBERGLASS ACOUSTIC INSULATION 1 1/2" PVC TRIM. COUNTERSINK, PLUG AND PATCH FASTENINGS. BLUESKIN VP100 AIR / VAPOR BARRIER 1/2" OSB SHEATHING 1/2" RATED ASSEMBLY AZEK SYNTHETIC DECKING 1/2" RATED ASSEMBLY 3" 2 X 6 STAINLESS STEEL SCUPPER, 16" O.C. 1'-4" 1/2" RATED ASSEMBLY FIBERGLASS EXTERIOR / WOOD INTERIOR PATIO DOOR. PROVIDE ROD AND SEALANT AROUND DOOR FRAME. 1" PVC PANEL, PTD. COUNTERSINK, PLUG AND PATCH FASTENING HOLES 1/2" OSB SHEATHING 21 MCGRATH HIGHWAY, QUINCY, MASS. O2169 Phone: 1-617-479-4122 1/2" OSBSHEATHING 1/2" PVC PANEL, PTD. COUNTERSINK, PLUG AND PATCH FASTENING HOLES REVISIONS 1/2" OSB SHEATHING 4'-2 1/2" 4'-2 1/2" Detail 22 1 1/2" = 1'-0" BLUESKIN VP100 AIR / VAPOR BARRIER 2" RIGID INSULATION, ROOF TO BE R-38 MIN TOTAL 3/4" PLYWOOD SHEATHING NO. 1" PVC BEADBOARD PANELLING. COUNTERSINK, PLUG AND PATCH FASTENINGS. 2'-10 1/2" 5 7/8" 1/4" 7 1/4" 3'-6" 2X8 PT DECK FRAMING, SISTERED TO FLOOR JOISTS, SEE STRUCTURALS 6" 1'-7" 2" BLUESKIN VP100 AIR / VAPOR BARRIER PT SLEEPERS TO LEVEL DECKING PT 3/4" PLYWOOD, SLOPE 1/4" PER FOOT EPDM ROOFING R-20 MIN. MINERAL WOOL INSULATION 1/2" OSB SHEATHING 1" PVC PANEL, PTD. COUNTERSINK, PLUG AND PATCH FASTENING HOLES 1 1/2" INSULATED COVER BOARD 1 1/2" PVC TRIM. COUNTERSINK, PLUG AND PATCH FASTENINGS. METAL COPING FLASHING, PTD 3/4" PVC PANEL, PTD. COUNTERSINK, PLUG AND PATCH FASTENING HOLES GWB CEILING, PTD. H FIBERGLASS WINDOW PROVIDE ROD AND SEALANT AROUND DOOR FRAME. METAL FLASHING, PTD. R-38 ROOF 2" RIGID INSULATION, R-31 TOTAL AT ROOF ASSEMBLY PLYWOOD SHEATHING 6" 7 3/4" NICHIHA HORIZINTAL PANELLING WITH RAINSCREEN BRACKETS 1/2" INSULATED COVER BOARD METAL COPING FLASHING, PTD NICHIHA HORIZONTAL PANELLING WITH RAINSCREEN BRACKETS OPEN CELL SPRAY FOAM INSULATION 2" RIGID INSULATION, ROOF TO BE R-38 MIN TOTAL 3/4" PLYWOOD SHEATHING METAL ANGLE POUR STOP R-20 MIN. MINERAL WOOL INSULATION OPEN CELL SPRAY FOAM INSULATION 1/2" OSB SHEATHING BLUESKIN VP100 AIR / VAPOR BARRIER 1/2" OSB SHEATHING 2" RIGID INSULATION, ROOF TO BE R-38 MIN TOTAL 3/4" PLYWOOD SHEATHING 2" OPEN CELL SPRAY FOAM INSULATION 1/2" OSB SHEATHING BLUESKIN VP100 AIR / VAPOR BARRIER MINERAL WOOL INSULATION BLUESKIN VP100 AIR / VAPOR BARRIER MINERAL WOOL INSULATION NICHIHA HORIZINTAL PANELLING WITH RAINSCREEN BRACKETS R-20 MIN. MINERAL WOOL INSULATION 1/2" OSB SHEATHING MINERAL WOOL INSULATION 1 FOLD AIR / VAPOR BARRIER INTO DOOR AND WINDOW OPENING PT WOOD CURB ON ADJACENT BUILDING'S ROOF DATE CONCRETE DECK, SEE STRUCTURALS 7 1/2" METAL ANGLE POUR STOP, SEE STRUCTURALS 1'-3 3/4" 3 1/2" 1'-6 1/4" GWB CEILING, PTD. HEADER, SEE STRUCTURALS 1 1/2" PVC TRIM. COUNTERSINK, PLUG AND PATCH FASTENINGS. SPRAY FIREPROOFING R-20 MIN. MINERAL WOOL INSULATION R-20 MIN. MINERAL WOOL INSULATION FOLD AIR / VAPOR BARRIER INTO DOOR AND WINDOW OPENING STEEL BEAM, SEE STRUCTURALS NICHIHA HORIZINTAL PANELLING WITH RAINSCREEN BRACKETS GWB CEILING, PTD. HEADER, SEE STRUCTURAL DRAWINGS METAL FLASHING, PTD. CONCRETE DECK, SEE STRUCTURALS (2) LAYERS OF TYPE X 5/8" GWB AT 1HR RATED EXTERIOR WALLS GWB CEILING, PTD. WRAP CURB IN EPDM ROOFING AND FLASH INTO EXISTING ADJACENT BUILDING ROOF MINERAL WOOL INSULATION MINERAL WOOL INSULATION NICHIHA HORIZINTAL PANELLING WITH RAINSCREEN BRACKETS BLUESKIN VP100 AIR/VAPOR BARRIER VERIFY IN FIELD Detail 8 1 1/2" = 1'-0" BLUESKIN VP100 AIR/VAPOR BARRIER MINERAL WOOL ACOUSTIC INSULATION VERIFY IN FIELD GWB CEILING, PTD METAL FLASHING, PTD. SPRAY FIREPROOFED STEEL BEAM, SEE STRUCTURAL FIBERGLASS EXTERIOR / WOOD INTERIOR PATIO DOOR. PROVIDE ROD AND SEALANT AROUND DOOR FRAME. Detail 10 1 1/2" = 1'-0" 4 Detail 15 1 1/2" = 1'-0" (1) LAYERS OF TYPE X 5/8" GWB GYPSUM UNDERLAYMENT P.T. DECK FRAMING, SEE STRUCTURALS RIM BOARD, SEE STRUCTURALS BLUESKIN VP100 AIR / VAPOR BARRIER NICHIHA HORIZINTAL PANELLING WITH RAINSCREEN BRACKETS BLUESKIN VP100 AIR / VAPOR BARRIER HEADER, SEE STRUCTURAL DRAWINGS GWB CEILING, PTD. 1 LAYERS OF TYPE X 5/8" GWB AT 1HR RATED EXTERIOR WALLS BLUESKIN VP100 AIR / VAPOR BARRIER R-20 MIN. MINERAL WOOL INSULATION HEADER, SEE STRUCTURAL DRAWINGS METAL FLASHING, PTD. HEADER, SEE STRUCTURALS FOLD AIR / VAPOR BARRIER INTO DOOR AND WINDOW OPENING FOLD AIR / VAPOR BARRIER INTO DOOR AND WINDOW OPENING 1 1/2" PVC TRIM. COUNTERSINK, PLUG AND PATCH FASTENINGS. METAL FLASHING, PTD. FIBERGLASS WINDOWS. PROVIDE ROD AND SEALANT AROUND WINDOW FRAME. FIBERGLASS EXTERIOR / WOOD INTERIOR PATIO DOOR. PROVIDE ROD AND SEALANT AROUND DOOR FRAME. Detail 11 1 1/2" = 1'-0" 5 2 NICHIHA HORIZONTAL PANELLING WITH RAINSCREEN BRACKETS METAL FLASHING, PTD. R-20 MIN. MINERAL WOOL INSULATION FIBERGLASS ACOUSTIC INSULATION RIM BOARD, SEE STRUCTURALS Detail 9 1 1/2" = 1'-0" 7" METAL FLASHING, PTD. MINERAL WOOL INSULATION 3" STEEL POUR TERMINATION ANGLE AZEK DECKING DECK ROOFING MINERAL WOOL INSULATION 1 1/2" PVC TRIM. COUNTERSINK, PLUG AND PATCH FASTENINGS. 2" PT DECK FRAMING SPRAY FIREPROOFING STEEL BEAM, SEE STRUCTURALS 1" PVC PANEL. COUNTERSINK, PLUG AND PATCH FASTENINGS. 1'-3 3/4" 1'-9" NICHIHA HORIZINTAL PANELLING WITH RAINSCREEN BRACKETS R-20 MIN. MINERAL WOOL INSULATION 1/4" 1" PVC TRIM. COUNTERSINK, PLUG AND PATCH FASTENINGS. Detail 12 1 1/2" = 1'-0" 11 1/2" FINISH GRADE, WELL COMPACTED DRAINABLE FILL CONCRETE COLUMN BASE, SEE STRUCTURAL NICHIHA HORIZINTAL PANELLING WITH RAINSCREEN BRACKETS METAL FLASHING, PTD. SLOPE 1/4" PER FOOT, EXTEND 8" UP WALL FILL CAVITY WITH RIGID INSULATION 1/2" OSB SHEATHING 4" PERFORATED PVC PIPE 1' COARSE GRAVEL BED Drawn by: Detail 20 1 1/2" = 1'-0" Date: 1 1/2" PVC TRIM. COUNTERSINK, PLUG AND PATCH FASTENINGS. 04/01/2020 Scale: AS NOTED GWB CEILING, PTD. BLUESKIN VP100 AIR / VAPOR BARRIER NICHIHA HORIZINTAL PANELLING WITH RAINSCREEN BRACKETS BLUESKIN VP100 AIR / VAPOR BARRIER 9 1/4" 1" PVC TRIM. COUNTERSINK, PLUG AND PATCH FASTENINGS. EXTERIOR GWB CEILING, PTD. EXTERIOR GWB CEILING, PTD. 9 EXTEND WATERPROOFING OVER CONCRETE WALL R-20 MIN. MINERAL WOOL INSULATION METAL FLASHING, PTD. 9 1/4" VINYL BASE Author REGUPOL SONUSCLIP RESILIENT CHANNEL 10 7 3/4" 1'-6" SPRAY FIREPROOFING STEEL BEAM, SEE STRUCTURALS 1'-2" 6 Detail 18 1 1/2" = 1'-0" 12 Section 15 - Callout 1 1 1/2" = 1'-0" 3 Detail 17 1 1/2" = 1'-0" PERMIT SET A406 4/2/2020 6:19:29 PM STEEL POUR TERMINATION ANGLE R-20 MINERAL WOOL INSULATION 5/8" TYPE X GWB, PTD. PT WOOD BLOCKING 4 3/4" 4 1/4" 3HR RATED ASSEMBLY CONCRETE DECK, SEE STRUCTURALS 3HR RATED ASSEMBLY 1/2" OSB SHEATHING 1/2" RATED ASSEMBLY FIBERGLASS EXTERIOR / WOOD INTERIOR PATIO DOOR. PROVIDE ROD AND SEALANT AROUND DOOR FRAME. CONCRETE DECK, SEE STRUCTURALS CONCRETE WALL, WATERPROOF EXTERIOR, EXTEND WALL 3'-0" ABOVE FLOOR LEVEL Detail 16 1 1/2" = 1'-0" BLUESKIN VP100 AIR / VAPOR BARRIER R-20 MIN. MINERAL WOOL INSULATION 3'-0" GWB CEILING, PTD. GWB CEILING, PTD. 8 2'-6" REGUPOL SONUSCLIP RESILIENT CHANNEL COLUMN BEYOND, SEE STRUCTURAL 6" REGUPOL SONUSCLIP RESILIENT CHANNEL WATERPROOF CONCRETE 2'-11 1/4" R-20 MIN. MINERAL WOOL INSULATION 3 1/2" NICHIHA HORIZINTAL PANELLING WITH RAINSCREEN BRACKETS 163 NANTASKET AVENUE, HULL MA REGUPOL SONUSCLIP RESILIENT CHANNEL 8" CMU WALL TO UNDERSIDE OF CONCRETE DECK, 1HR FIRE RATED 6 3/4" RIM BOARD, SEE STRUCTURALS NICHIHA HORIZINTAL PANELLING WITH RAINSCREEN BRACKETS 2" SHEATHING, SEE STRUCTURALS R-20 MIN. MINERAL WOOL INSULATION 3'-0" 1 1/2" PVC TRIM. COUNTERSINK, PLUG AND PATCH FASTENINGS. 1" PVC PANEL, PTD. COUNTERSINK, PLUG AND PATCH FASTENING HOLES AZEK SYNTHETIC DECKING 1/2" RATED ASSEMBLY FIBERGLASS ACOUSTIC INSULATION FIBERGLASS ACOUSTIC INSULATION 1/2" HR RATED ASSEMBLY 3" METAL FLASHING, PTD. 7" 1/2" RATED ASSEMBLY 4 1/4" NICHIHA HORIZINTAL PANELLING WITH RAINSCREEN BRACKETS FIBERGLASS EXTERIOR / WOOD INTERIOR PATIO DOOR. PROVIDE ROD AND SEALANT AROUND DOOR FRAME. EXTERIOR DETAILS FIBERGLASS WINDOWS. PROVIDE ROD AND SEALANT AROUND WINDOW FRAME. 21 MCGRATH HIGHWAY, QUINCY, MASS. O2169 Phone: 1-617-479-4122 R-38 MIN 3/4" PVC TRIM, PTD. COUNTERSINK, PLUG AND PATCH FASTENINGS REVISIONS 2" RIGID INSULATION, ROOF TO BE R-38 MIN TOTAL 3/4" PLYWOOD SHEATHING FLEXIBLE FOAM ROD RUBBER BELLOWS FLASHING, COUNTERFLASHING INTO NEW WALL 2X BLOCKING 3 HR RATED ASSEMBLY 6" 3/4" PVC TRIM, PTD. COUNTERSINK, PLUG AND PATCH FASTENINGS 3HR RATED ASSEMBLY 3/4" PVC TRIM, PTD. COUNTERSINK, PLUG AND PATCH FASTENINGS 7 METAL FLASHING OVER RUBBER BELLOWS EPDM ROOFING NO. 2X BLOCKING MIN. METAL COPING FLASHING, PTD 2X BLOCKING MIN. METAL COPING FLASHING, PTD NICHIHA HORIZONTAL PANELLING WITH RAINSCREEN BRACKETS 1/2" INSULATED COVER BOARD 7" EPDM ROOFING 9" EPDM ROOFING 6" 4" 6" 1/2" INSULATED COVER BOARD DATE FIBERGLASS ACOUSTIC INSULATION METAL COPING FLASHING, PTD NICHIHA HORIZINTAL PANELLING WITH RAINSCREEN BRACKETS 2X BLOCKING R-20 MIN. MINERAL WOOL INSULATION 3" EPDM ROOFING METAL COPING FLASHING, PTD AZEK SYNTHETIC DECKING 2X BLOCKING PT SLEEPERS TO LEVEL DECKING 3/4" PVC TRIM, PTD. COUNTERSINK, PLUG AND PATCH FASTENINGS EPDM ROOFING, EXTEND 1' UP THE WALL PT 3/4" PLYWOOD SHEATHING, SLOPED 1/4" PER FOOT 2" RIGID INSULATION, ROOF TO BE R-38 MIN TOTAL 3/4" PLYWOOD SHEATHING BLUESKIN VP100 AIR / VAPOR BARRIER, EXTEND OVER WALL 1/2" OSB SHEATHING 1" PVC PANEL. COUNTERSINK, PLUG AND PATCH FASTENINGS. OPEN CELL SPRAY FOAM INSULATION 1/2" OSB SHEATHING NICHIHA HORIZINTAL PANELLING WITH RAINSCREEN BRACKETS BLUESKIN VP100 AIR / VAPOR BARRIER BLUESKIN VP100 AIR / VAPOR BARRIER MINERAL WOOL INSULATION REGUPOL SONUSCLIP RESILIENT CHANNEL NICHIHA HORIZINTAL PANELLING WITH RAINSCREEN BRACKETS GWB CEILING, PTD. Detail 5 1 1/2" = 1'-0" NO. 7 5'-0" P.T. DECK FRAMING, SEE STRUCTURALS REVISIONS 1/2" INSULATED COVER BOARD R-20 MIN. MINERAL WOOL INSULATION R-20 MIN. MINERAL WOOL INSULATION SLOPED P.T. BLOCKING BLUESKIN VP100 AIR / VAPOR BARRIER 6" 3/4" P.T. PLYWOOD EPDM ROOFING, EXTEND 8" UP WALL 7" 1/4" FIBERGLASS ACOUSTIC INSULATION 3" BLUESKIN VP100 AIR / VAPOR BARRIER 1" PVC PANEL. COUNTERSINK, PLUG AND PATCH FASTENINGS. GWB CEILING, PTD. HEADER, SEE STRUCTURAL DRAWINGS WRAP FASCIA SHEATHING WITH EPDM ROOFING FOLD AIR / VAPOR BARRIER INTO DOOR AND WINDOW OPENING R-20 MIN. MINERAL WOOL INSULATION METAL FLASHING, PTD. SLOPED P.T. BLOCKING FIBERGLASS WINDOWS. PROVIDE ROD AND SEALANT AROUND WINDOW FRAME. 1 1/2" 4" 1'-0" BLUESKIN VP100 AIR / VAPOR BARRIER 1'-2" 2 1/2" 2" STEEL BEAMS, SEE STRUCTURAL 5 3/4" 1'-8" P.T. DECK FRAMING, SEE STRUCTURALS 1/2" 3/4" PVC TRIM. COUNTERSINK, PLUG AND PATCH FASTENINGS. 1" PVC TRIM. COUNTERSINK, PLUG AND PATCH FASTENINGS. 5 Detail 7 1 1/2" = 1'-0" 3/4" PVC TRIM. COUNTERSINK, PLUG AND PATCH FASTENINGS. 2X8 PT DECK FRAMING, SISTERED TO FLOOR JOISTS, SEE STRUCTURALS P.T. DECK FRAMING, SEE STRUCTURALS NICHIHA HORIZINTAL PANELLING WITH RAINSCREEN BRACKETS 1" PVC TRIM. COUNTERSINK, PLUG AND PATCH FASTENINGS. BLUESKIN VP100 AIR / VAPOR BARRIER 6 GWB CEILING, PTD. 1 1/2" REGUPOL SONUSCLIP RESILIENT CHANNEL 3HR RATED ASSEMBLY 4 1/2" 8" AZEC SYNTHETIC DECK FLOORING 1/2" OSB SHEATHING 3/4" PLYWOOD SHEATHING 2 X 6 STAINLESS STEEL SCUPPER, 16" O.C. P.T. FRAMING PT 3/4" PLYWOOD, SLOPE 1/4" PER FOOT 2" 2'-8 3/4" BLUESKIN VP100 AIR/VAPOR BARRIER METAL ANGLE POUR STOP FIBERGLASS WINDOWS. PROVIDE ROD AND SEALANT AROUND WINDOW FRAME. MINERAL WOOL INSULATION SPRAY FIREPROOFING FOLD AIR / VAPOR BARRIER INTO DOOR AND WINDOW OPENING STEEL BEAM, SEE STRUCTURALS SOLID SURFACE WINDOW SILL Detail 2 1 1/2" = 1'-0" 4 Detail 0 1 1/2" = 1'-0" CONCRETE DECK, SEE STRUCTURALS 1 1/2" Detail 6 1 1/2" = 1'-0" 1 R-20 MIN. MINERAL WOOL INSULATION 1/2" OSB SHEATHING 1/2" OSB SHEATHING CONCRETE DECK, SEE STRUCTURALS CONCRETE DECK, SEE STRUCTURALS SPRAY FIREPROOFING 11 1/2" Drawn by: 1" PVC PANEL. COUNTERSINK, PLUG AND PATCH FASTENINGS. 1" PVC PANEL. COUNTERSINK, PLUG AND PATCH FASTENINGS. R-20 MIN. MINERAL WOOL INSULATION 1 3/4" 9 3/4" 1/4" BLUESKIN VP100 AIR / VAPOR BARRIER 8 1/2" 2 1/2" R-20 MIN. MINERAL WOOL INSULATION BLUESKIN VP100 AIR / VAPOR BARRIER BLUESKIN VP100 AIR / VAPOR BARRIER NICHIHA HORIZINTAL PANELLING WITH RAINSCREEN BRACKETS 3/4" PVC TRIM. COUNTERSINK, PLUG AND PATCH FASTENINGS. EXTERIOR RATED GWB, PTD. R-20 MIN. MINERAL WOOL INSULATION Detail 29 1 1/2" = 1'-0" 3/4" PVC PANEL. COUNTERSINK, PLUG AND PATCH FASTENINGS. 1" PVC PANEL. COUNTERSINK, PLUG AND PATCH FASTENINGS. R-20 MIN. MINERAL WOOL INSULATION 1" PVC PANEL. COUNTERSINK, PLUG AND PATCH FASTENINGS. GWB CEILING, PTD. HEADER, SEE STRUCTURAL DRAWINGS 1 1/2" PVC TRIM. COUNTERSINK, PLUG AND PATCH FASTENINGS. FOLD AIR / VAPOR BARRIER INTO DOOR AND WINDOW OPENING METAL FLASHING, PTD. FIBERGLASS WINDOWS. PROVIDE ROD AND SEALANT AROUND WINDOW FRAME. 3 Detail 3 1 1/2" = 1'-0" AS NOTED AIR / VAPOR BARRIER METAL FLASHING, PTD. TIE INTO DOOR FRAME ALUMINUM STOREFRONT FRAME AND DOOR Date: 04/01/2020 1/2 HR RATED ASSEMBLY STEEL BEAM, SEE STRUCTURALS FIBERGLASS ACOUSTIC INSULATION Scale: 1/2" OSB SHEATHING 11 1/2" 4 3/4" 1 1/2" PVC TRIM. COUNTERSINK, PLUG AND PATCH FASTENINGS. STEEL BEAM, SEE STRUCTURALS 10 1 1/2" Author SPRAY FIREPROOFING Detail 21 STRUCTURALS 9 1 1/2" = 1'-0" R-20 MIN. MINERAL WOOL INSULATION STEEL BEAM, SEE STRUCTURALS NICHIHA HORIZINTAL PANELLING WITH RAINSCREEN BRACKETS SPRAY FIREPROOFING LATERAL BRACING, SEE MINERAL WOOL INSULATION METAL FLASHING, PTD. 1 1/2" PVC TRIM. COUNTERSINK, PLUG AND PATCH FASTENINGS. 1" PVC TRIM. COUNTERSINK, PLUG AND PATCH FASTENINGS. EXTERIOR RATED GWB, PTD. BLUESKIN VP100 AIR / VAPOR BARRIER MINERAL WOOL INSULATION 1'-4 1/4" 4 3/4" METAL FLASHING, PTD. 11 1/4" NICHIHA HORIZINTAL PANELLING WITH RAINSCREEN BRACKETS CONCRETE DECK, SEE STRUCTURALS 3HR RATED ASSEMBLY R-20 MIN. MINERAL WOOL INSULATION 3HR RATED ASSEMBLY 11 1/4" R-20 MIN. MINERAL WOOL INSULATION MINERAL WOOL INSULATION 1'-4 1/4" 3HR RATED ASSEMBLY 1/2" OSB SHEATHING 2 PERMIT SET Detail 1 1 1/2" = 1'-0" A407 4/2/2020 6:19:32 PM 1'-0 3/4" 1 1/2" OPEN CELL SPRAY FOAM INSULATION 1" PVC PANEL. COUNTERSINK, PLUG AND PATCH FASTENINGS. 3/4" PVC PANEL, PTD.. COUNTERSINK, PLUG AND PATCH FASTENINGS. PT SLEEPERS TO LEVEL DECKING 2" RIGID INSULATION, ROOF TO BE R-38 MIN TOTAL EXTERIOR DETAILS AZEC SYNTHETIC DECK FLOORING WRAP FASCIA SHEATHING WITH EPDM ROOFING 6" PT 3/4" PLYWOOD, SLOPE 1/4" PER FOOT 1/2" INSULATED COVER BOARD SOLID SURFACE WINDOW SILL 1" HORIZONTAL PVC BEADBOARD. COUNTERSINK, PLUG AND PATCH FASTENINGS. 3'-0" EPDM ROOFING, EXTEND 8" UP WALL MIN. NICHIHA HORIZINTAL PANELLING WITH RAINSCREEN BRACKETS EPDM ROOFING, EXTEND 12" UP WALL FOLD AIR / VAPOR BARRIER INTO DOOR AND WINDOW OPENING WATERPROOF EXTERIOR SIDE OF DECK FRAMING 21 MCGRATH HIGHWAY, QUINCY, MASS. O2169 Phone: 1-617-479-4122 P.T. FRAMING 3'-7" PT SLEEPERS TO LEVEL DECKING 3" FIBERGLASS WINDOWS. PROVIDE ROD AND SEALANT AROUND WINDOW FRAME. 163 NANTASKET AVENUE, HULL MA Detail 4 1 1/2" = 1'-0" 3/4" 3'-6" 8 3/4" SHEATHING, SEE STRUCTURALS 1/4" 1'-0" 1 1/4" PVC TRIM, PTD. COUNTERSINK, PLUG AND PATCH FASTENINGS. 1 1/4" GWB CEILING, PTD. DATE SEISMIC ANCHOR, SEE STRUCTURAL DWGS -ALL GWB ARE 5/8" THICK TYPE 'X' GWB WITH FIRE RATED CORE MTL DECK CLOSE FLUTES WITH FLAT STOCK LMF SEISMIC ANCHOR, SEE STRUCTURAL DWGS CLOSE FLUTES WITH FLAT STOCK LMF SEISMIC ANCHOR, SEE STRUCTURAL DWGS RATED CEILING MTL DECK GENERAL NOTES 3M FIREDAM SPRAY 100 (UL 2079) FIRESAFING AT FLUTES -SUBSTITUTE 5/8" CEMENTITIOUS BACKER BOARD FOR GWB AT WALLS SCHEDULED FOR TILE OR STRUCTURAL GLAZED TILE FINISH; SEE ROOM FINISH SCHEDULE. CEILING CEILING CEILING CEILING CEILING FURRING CHANNEL 16" O.C., SEE PLAN FOR LOCATION -PROVIDE DEFLECTION TRACK HEADS AT ALL FULL HEIGHT METAL STUD PARTITIONS. FURRING CHANNEL 16" O.C., SEE PLAN FOR LOCATION 5/8" GWB TYPE X, SEE PLAN FOR LOCATION -PROVIDE FIRE STOPPING IN FLUTES OF METAL DECK AT THE TOP OF ALL FIRE-RATED AND ACOUSTIC PARTITIONS. NOTE: FURRING AND 5/8" GWB WHERE INDICATED ON PLANS OR ELEVATIONS 1 LAYER 5/8" TYPE 'X' GWB 2 1/2" ACOUSTICAL SEALANT, AROUND PERIMETER TYP. EA. SIDE FLOOR ACOUSTICAL SEALANT ACOUSTICAL SEALANT FLOOR FLOOR FLOOR -STUDS TO BE 16" O.C. UNLESS NOTED OTHERWISE; VERIFY STUD SIZE AND SPACING AT BEARING WALLS WITH STRUCTURAL ENGINEER. 21 MCGRATH HIGHWAY, QUINCY, MASS. O2169 Phone: 1-617-479-4122 8" 2-HR RATED CMU PLAN PLAN PLAN 3HR RATED - CMU - FURRED (3 5/8" CHANNEL FURRING) 303 304 3HR RATED - CMU - FURRED ( 3 5/8" FURRING WITH GAP) UL U904 STC 47 UL U904 STC 47 3HR RATED - CMU - FURRED ( 7/8" FURRING) 302 UL U904 STC 47 3HR RATED - CMU 301 1HR RATED ACOUSTIC (2x4 STUDS) 112 UL 305 STC 32, 4" STUDS @ 16" O.C. UL U904 STC 47 1HR RATED PARTITIONS MTL DECK CLOSE FLUTES WITH FLAT STOCK LMF FILL FLUTES WITH FIRESAFING 3M FIREDAM SPRAY 100 (UL 2079), TYP. EA. SIDE REGUPOL SONUSCLIP RESILIENT CHANNEL RATED CEILING RATED CEILING RATED CEILING RATED CEILING 3HR RATED PARTITIONS 163 NANTASKET AVENUE, HULL MA 2 1/2" PLAN DEFLECTION TRACK CEILING CEILING CEILING ACOUSTICAL SEALANT, AROUND PERIMETER TYP. EA. SIDE CEILING CEILING CEILING ACOUSTICAL SEALANT, AROUND PERIMETER TYP. EA. SIDE ACOUSTICAL SEALANT, AROUND PERIMETER TYP. EA. SIDE CEILING STUDS @ 16" O.C. RESILIENT CHANNEL MINERAL WOOL INSULATION SILL FLOOR 1 LAYER 5/8" TYPE 'X' GWB MINERAL WOOL BATTS FLOOR REGUPOL SONUSCLIP RESILIENT CHANNEL REGUPOL SONUSCLIP RESILIENT CHANNEL 3 5/8" STUDS 16" O.C. MINERAL WOOL INSULATION 1 LAYER 1" GYPSUM LINER PANEL 2 1/2" J CHANNEL RUNNER 1 LAYER 5/8" TYPE 'X' GWB ACOUSTICAL SEALANT, AROUND PERIMETER TYP. EA. SIDE 4" C-H CHANNEL @ 24" O.C. 1 LAYER 5/8" TYPE 'X' GWB. 1 LAYER 5/8" TYPE 'X' QUIETROCK ES RUNNER RATED ACOUSTICAL SEALANT AROUND PERIMETER FLOOR ACOUSTICAL SEALANT, AROUND PERIMETER TYP. EA. SIDE DEFLECTION TRACK PARTITION TYPES -BOXES FOR OUTLETS, SWITCHES, ALARMS, CABLE TV & TEL/DATA THAT OCCUR IN DEMISING AND /OR CORRIDOR WALLS SHALL HAVE A CLAY PACK BACKING FOR ACOUSTIC INSULATION. NO. SILL ACOUSTICAL SEALANT RATED CEILING ACOUSTICAL SEALANT, AROUND PERIMETER TYP. EA. SIDE REGUPOL SONUSCLIP RESILIENT CHANNEL 5/8" GWB TYPE X, SEE PLAN FOR LOCATION NOTE: FURRING AND 5/8" GWB WHERE INDICATED ON PLANS OR ELEVATIONS -STC VALUES ARE BASED ON LAB TESTS PUBLISHED BY THE GYPSUM ASSOCIATION; CONTRACTOR IS RESPONSIBLE FOR MEETING STC REQUIREMENTS IN THE FIELD. CEILING CEILING REVISIONS -PROVIDE RATED ACOUSTIC SEALANT AT PERIMETER OF RATED PARTITIONS. RATED ACOUSTICAL SEALANT AROUND PERIMETER EA SIDE FLOOR MINERAL WOOL INSULATION 1 LAYER 5/8" TYPE 'X' GWB 1 LAYER 5/8" TYPE 'X' GWB SILL SILL ACOUSTICAL SEALANT, AROUND PERIMETER TYP. EA. SIDE ACOUSTICAL SEALANT, AROUND PERIMETER TYP. EA. SIDE FLOOR 2 LAYER 5/8" QUIETROCK ES SILL FLOOR ACOUSTICAL SEALANT, AROUND PERIMETER TYP. EA. SIDE Drawn by: Author Date: 04/01/2020 Scale: AS NOTED PLAN PLAN PLAN PLAN NOTE: SEE STRUCTURALS FOR DIAPHRAGM SHEATHING LOCATIONS 1 HR RATED ACOUSTIC (8" STUDS) UL 305 6" STUDS @ 16" O.C. 104 1HR RATED SHAFTWALL 1 HR RATED ACOUSTIC (6" STUDS) 102 UL U415 101 1HR RATED PARTITIONS UL U419, STC 45, 8" STUDS @ 16" O.C. UL U419, STC 45, 6" STUDS @ 16" O.C. NONRATED ACOUSTIC (2x6 STUDS) 014 1 HR RATED ACOUSTIC (3 5/8" STUDS) UL U419, STC 45, 3 5/8" STUDS @ 16" O.C. 013 6" STUDS @ 16" O.C. NONRATED ACOUSTIC (2x4 STUDS) 4" STUDS @ 16" O.C. NONRATED FURRING (2x4 STUDS) 012 011 4" STUDS @ 16" O.C. NONRATED - FURRED 001 3 5/8" STUDS @ 16" O.C. NONRATED FURRING (2x STUDS, ON SIDES) 2" STUDS @ 16" O.C. A411 NONRATED PARTITIONS PERMIT SET 4/2/2020 6:19:33 PM 103 1HR RATED CORRIDOR (2x6 STUDS) 111 PLAN PLAN DATE INTERIOR EXTERIOR REVISIONS EXTERIOR F.O. SHEATHING F.O. SHEATHING INTERIOR R-20 MINERAL WOOL INSULATION R-20 MINERAL WOOL INSULATION 1/2" OSB SHEATHING, SEE STRUCTURALS. REPLACE WITH FRT OSB AT RATED WALLS BLUESKIN VP100 AIR / WATER BARRIER BLUESKIN VP100 AIR / WATER BARRIER GWB 5/8" TYPE X PTD. GWB 5/8" TYPE X PTD. FULLY ADHERED EPDM ROOFING SYSTEM HARDIE BOARD LAP SIDING 4" EXPOSURE SECTION 1" Z FURRING STRIP PLAN 1/2" OSB SHEATHING, SEE STRUCTURALS. REPLACE WITH FRT OSB AT RATED WALLS R-20 MINERAL WOOL INSULATION SECTION 1" PVC TRIM, PTD. COUNTERSINK, PLUG AND PATCH FASTENING POINTS PLAN 1/2" OSB SHEATHING, SEE STRUCTURALS. REPLACE WITH FRT OSB AT RATED WALLS R-20 MINERAL WOOL INSULATION NO. 1/2" OSB SHEATHING, SEE STRUCTURALS. REPLACE WITH FRT OSB AT RATED WALLS CONT. RIGID INSULATION 2" MINIMUM 1/4" ACOUSTIC MAT 3 HR RATED ASSEMBLY R-49 MIN. FINISH FLOOR SEE SECHEDULE AIR / VAPOR BARRIER ROOF SHEATHING OVER ROOF FRAMING / TRUSSES 7 2"x6" WD FRAMING, SEE STRUCTURAL 6" METAL STUDS 1" Z FURRING STRIP OPEN CELL SPRAY INSULATION ROOF ASSEMBLY 3" = 1'-0" 21 MCGRATH HIGHWAY, QUINCY, MASS. O2169 Phone: 1-617-479-4122 COVER BOARD HARDIE BOARD LAP SIDING 4" EXPOSURE 1" PVC TRIM, PTD. COUNTERSINK, PLUG AND PATCH FASTENING POINTS BLUESKIN VP100 AIR / VAPOR BARRIER BLUESKIN VP100 AIR / VAPOR BARRIER GWB TYPE X 5/8" GWB TYPE X 5/8" 6 1/8" 6 5/8" CONCRETE SLAB; SEE STRUCTURAL CONCRETE SLAB - SEE STRUCTURAL EXTERIOR WALL ASSEMBLY - HARDIE BOARD AT METAL STUDS 9 3" = 1'-0" MIN R15 INSULATION EXTERIOR WALL ASSEMBLY - PVC PANEL 2 3" = 1'-0" INTERIOR UNDISTURBED SOIL OR COMPACTED STRUCTURAL FILL 6 SLAB ON GRADE 3" = 1'-0" FINISH FLOOR PER SCHEDULE SECTION 3/4" 2" GYPSUM UNDER LAYMENT PLYWOOD DECKING PER STRUCTURAL 2 LAYERS 5/8" GWB TYPE X MANTAIN 1/2HR RATING R-20 MINERAL WOOL INSULATION NICHIHA FIBER CEMENT PANEL NICHIHA FIBER CEMENT PANEL NICHIHA WEEPING BRACKET NICHIHA WEEPING BRACKET BLUESKIN VP100 AIR / WATER BARRIER BLUESKIN VP100 AIR / WATER BARRIER 1/2" OSB SHEATHING, SEE STRUCTURALS. REPLACE WITH FRT OSB AT RATED WALLS 1/2" OSB SHEATHING, SEE STRUCTURALS. REPLACE WITH FRT OSB AT RATED WALLS GWB TYPE X 5/8" PTD. GWB TYPE X 5/8" PTD. SECTION 2" GYPSUM UNDERLAYMENT SHEATHING PER STRUCTURAL WOOD JOIST, SEE STRUCTURALS JOIST PER STRUCTURAL PLUMBING, DUCTWORK, WATER SHUTOFFS, SPRINKLER SUPPLY TO BE LOCATED IN NONRATED CEILING WHERE POSSIBLE EXTERIOR R-20 MINERAL WOOL INSULATION Drawn by: Author PLAN PLAN R-20 MINERAL WOOL INSULATION R-20 MINERAL WOOL INSULATION 6" METAL STUDS 2"x6" WD FRAMING, PER STRUCTURAL 1'-2" 1 HR RATED ASSEMBLY UL L512 2" 5/8" FINISH FLOOR PER SCHEDULE INTERIOR 1/2" OSB SHEATHING, SEE STRUCTURALS. REPLACE WITH FRT OSB AT RATED WALLS 1/2" OSB SHEATHING, SEE STRUCTURALS. REPLACE WITH FRT OSB AT RATED WALLS GWB TYPE X 5/8" PTD. GWB TYPE X 5/8" PTD. BLUESKIN VP100 AIR / VAPOR BARRIER BLUESKIN VP100 AIR / VAPOR BARRIER Date: 04/01/2020 Scale: AS NOTED BATT INSULATION REGUPOL SONUSCLIP RESILIENT CHANNEL 1 3/8" GWB ON CEILING SUSPENSION SYSTEM MINIMUM STC 60 + MINIMUM ICC 58 1 LAYERS OF 5/8" GWB TYPE X MANTAIN 1/2HR RATING MINIMUM STC 60 MINIMUM ICC 58 3 1 1 HR FLOOR/CEILING AT CORRIDORS 3" = 1'-0" 1 HR FLOOR AT UNITS - UL528 3" = 1'-0" EXTERIOR WALL ASSEMBLY - NICHIHA PANEL AT METAL STUDS 8 3" = 1'-0" EXTERIOR WALL ASSEMBLY - NICHIHA PANEL 5 3" = 1'-0" PERMIT SET A412 4/2/2020 6:19:34 PM CONCRETE FLOOR 3 HR ASSEMBLY 3" = 1'-0" EXTERIOR F.O. SHEATHING SUB BASE PER GEOTECHNICAL REPORT AND RADON DESIGN REQUIREMENTS F.O. SHEATHING SLAB BASE PER GEOTECHNICAL REPORT SCHEDULED CEILING, SEE RCP 4 163 NANTASKET AVENUE, HULL MA VAPOR BARRIER ASSEMBLY TYPES SPRAY FIREPROOFING PER UL N706 DATE 4 A501 ALL RISERS WITHIN RUN TO BE EQUAL DIMENSION 4 LVL STRINGERS 3/4" PLYWOOD RISERS DN EXTEND HANDRAIL 12" PAST STAIR ON TOP RUN, AND 12" + 1 TREAD ON BOTTOM RUN OF STAIR. 3.2 7' - 4" RUBBER TREADS AND RISERS PTD STEEL GUARDRAIL BOLTED TO SIDE OF STAIR STRINGERS. PICKETS TO BE 4" O.C. MAX. LVL BLOCKING LANDING FRAMING S.S. HANDRAIL @ 23" A.F.F. GWB PTD., TYP. 9 4' - 2" Detail 23 1" = 1'-0" 5" 4' - 2" 3 2 C.4 3.2 4 GUARDRAIL DETAIL 1" = 1'-0" J 1HR H 111 1HR STAIR 1 ROOF PLAN 1/4" = 1'-0" 3 T.O. MECHANICAL ROOM 64' - 11 1/2" 10' - 6" 1HR 10' - 6" EXTEND HANDRAIL 12" PAST STAIR ON TOP RUN, AND 12" + 1 TREAD ON BOTTOM RUN OF STAIR. S102 8.3 4' - 2" 302 11" 2 EQUAL RISERS 2 STAIR 1 FLOOR 2, 3 & 4 PLAN 1/4" = 1'-0" 4 A501 EXTEND HANDRAIL 12" PAST STAIR ON TOP RUN, AND 12" + 1 TREAD ON BOTTOM RUN OF STAIR. 4 CLOSE BOTTOM RUN OF STAIRS WITH GWB FURRING, PTD. UP 10' - 1" PTD STEEL GUARDRAIL BOLTED TO SIDE OF STAIR STRINGERS. PICKETS TO BE 4" O.C. MAX. STAIR 2 SECTION 1/4" = 1'-0" 5 3.2 PTD STEEL GUARDRAIL BOLTED TO SIDE OF STAIR STRINGERS. PICKETS TO BE 4" O.C. MAX. 4' - 2" 5" Drawn by: Author Date: 3 04/01/2020 Scale: AS NOTED RUBBER TREADS AND RISERS 4' - 2" S.S. HANDRAIL @ 23" A.F.F. FIRST FLOOR 12' - 9 1/2" 2 302 C.4 8 9 EQUAL RISERS 7' - 4" B.5 12 EQUAL RISERS 21 EQUAL RISERS 3HR 3HR 11' - 8" PTD STEEL GUARDRAIL BOLTED TO SIDE OF STAIR STRINGERS. PICKETS TO BE 4" O.C. MAX. 3HR UP RUBBER TREADS AND RISERS 3HR 8 302 SHAFT TO BE 3HR RATED 4' - 2" 5" 21 EQUAL RISERS 11' - 8" 3HR 302 4' - 2" 3HR 3HR 3HR SHAFT TO BE 3HR RATED S.S. HANDRAIL @ 23" A.F.F. FIRST FLOOR 12' - 9 1/2" 4' - 2" C.4 SECOND FLOOR 24' - 5 1/2" 3HR 3HR A501 2 4' - 2" 10 EQUAL RISERS 302 4' - 2" 4' - 2" 9 1HR 1HR 10' - 6" 18 EQUAL RISERS H 8' - 3" 3 Sim 4' - 2" J 5" THIRD FLOOR 34' - 11 1/2" STAIR 2 FLOOR 2 & 3 PLAN 1/4" = 1'-0" 6 9 A501 4' - 2" STAINLESS STEEL HANDRAIL PTD STEEL GUARDRAIL 9 RISERS 4' - 2" SECOND FLOOR 24' - 5 1/2" S.S. HANDRAIL @ 23" A.F.F. EXTEND HANDRAIL 12" PAST STAIR ON TOP RUN, AND 12" + 1 TREAD ON BOTTOM RUN OF STAIR. 7' - 4" PTD STEEL GUARDRAIL BOLTED TO SIDE OF STAIR STRINGERS. PICKETS TO BE 4" O.C. MAX. FOURTH FLOOR 45' - 5 1/2" RUBBER TREADS AND RISERS 1HR 111 THIRD FLOOR 34' - 11 1/2" 3.2 163 NANTASKET AVENUE, HULL MA 5" DN 1HR 1HR 111 4' - 2" 8 6' - 10 1/2" 3HR PTD STEEL GUARDRAIL BOLTED TO SIDE OF STAIR STRINGERS. PICKETS TO BE 4" O.C. MAX. 111 A501 1HR 4' - 2" UP 9 A501 1HR EXTEND HANDRAIL 12" PAST STAIR ON TOP RUN, AND 12" + 1 TREAD ON BOTTOM RUN OF STAIR. 111 18 EQUAL RISERS 10' - 6" 1HR HANDRAIL 36" TYP. 42" TYP. GUARDRAIL 1HR SHAFT TO BE 1HR RATED 9 A501 Sim H 1HR J FOURTH FLOOR 45' - 5 1/2" UP S.S. HANDRAIL @ 23" A.F.F. 1HR STAIR 2 FLOOR 4 PLAN 1/4" = 1'-0" 7 SHAFT TO BE 1HR RATED 9 risers 18 EQUAL RISERS 4' - 2" 18 EQUAL RISERS 7' - 4" DN RUBBER TREADS AND RISERS 18 EQUAL RISERS 7' - 6 1/4" 10' - 6" 1HR EXTEND HANDRAIL 12" PAST STAIR ON TOP RUN, AND 12" + 1 TREAD ON BOTTOM RUN OF STAIR. 1HR 111 GUARDRAIL S.S. HANDRAIL @ 23" A.F.F. HANDRAIL 42" TYP. DN 1HR A501 S201 ROOF 55' - 11 1/2" F4 Ceiling 54' - 3 3/4" RUBBER TREADS AND RISERS 36" TYP. 8 EXTEND HANDRAIL 12" PAST STAIR ON TOP RUN, AND 12" + 1 TREAD ON BOTTOM RUN OF STAIR. 4' - 2" 5" ROOF 55' - 11 1/2" F4 Ceiling 54' - 3 3/4" 2" 1HR PTD STEEL GUARDRAIL BOLTED TO SIDE OF STAIR STRINGERS. PICKETS TO BE 4" O.C. MAX. 4' - 2" H 4' - 2" J 4 5' - 2" 111 A501 1HR 1HR 4 STAIR 2 FIRST FLOOR PLAN 1/4" = 1'-0" 4 STAIR 1 SECTION 1/4" = 1'-0" 1 B.5 STAIR 1 FIRST FLOOR PLAN 1/4" = 1'-0" PERMIT SET A501 4/2/2020 6:19:37 PM 10 3 STAIR PLANS AND DETAILS 2 B.5 21 MCGRATH HIGHWAY, QUINCY, MASS. O2169 Phone: 1-617-479-4122 EQ CONTINUOUS WALL ASSEMBLY FIRE RATING REVISIONS EQ DOUBLE 3/4 PLYWOOD TREADS AND LANDING NO. RUBBER TREAD, RISER AND LANDINGS MIN. HANDRAIL 3' - 0" MIN. GUARDRAIL 3' - 6" S501 PTD STEEL GUARDRAIL BOLTED TO SIDE OF STAIR STRINGERS. PICKETS TO BE 4" O.C. MAX. 9 EQUAL RISERS TYP. 5' - 2" 11" 4' - 2" 1" DATE REVISIONS NO. C.6 8' - 8" 2HR 1 A404 ROOF 55' - 11 1/2" F4 Ceiling 54' - 3 3/4" 6' - 11" CLEAR 3.2 C.6 2HR 2HR DOOR 7' - 0" MIN. TO UNDERSIDE OF ROOF 14' - 2" 2HR A503 ELEVATOR SHAFT VENT CLEAR 4 3 ELEVATOR ROOF PLAN 1/4" = 1'-0" THIRD FLOOR 34' - 11 1/2" 163 NANTASKET AVENUE, HULL MA 3' - 6" 8' - 8" 2HR A503 CLEAR 4 2HR DOOR 7' - 0" 10' - 6" 4.3 DOOR 8 1/4" FOURTH FLOOR 45' - 5 1/2" 6' - 11" CLEAR ELEVATOR SHAFT TO BE 2HR RATED ABOVE PODIUM FLOOR C.6 2 4.3 Drawn by: 3' - 6" Author DOOR 8' - 8" 3HR A503 MIN. PIT 5' - 0" FIRST FLOOR 12' - 9 1/2" CLEAR 4 3HR 7' - 0" 11' - 8" ELEVATOR SHAFT TO BE 3HR RATED BELOW PODIUM FLOOR 8 1/4" 3HR 3HR SECOND FLOOR 24' - 5 1/2" ELEVATOR FLOOR 2-4 PLAN 1/4" = 1'-0" DOOR 2HR 2HR DOOR 7' - 0" 10' - 6" 3.2 ELEVATOR PLANS AND SECTIONS 21 MCGRATH HIGHWAY, QUINCY, MASS. O2169 Phone: 1-617-479-4122 4.3 Date: 04/01/2020 Scale: AS NOTED 6' - 11" CLEAR 3.2 4 ELEVATOR SECTION 1/4" = 1'-0" 1 ELEVATOR FIRST FLOOR PLAN 1/4" = 1'-0" PERMIT SET A503 4/2/2020 6:19:38 PM C.6 DATE ROOM FINISH SCHEDULE TILE TILE TILE TILE TILE 810 SF 420 SF 397 SF 397 SF 427 SF 44 SF 10 SF 371 SF 370 SF 347 SF 12 SF 374 SF 338 SF 309 SF 268 SF 324 SF 360 SF 352 SF LVT LVT LVT LVT LVT LVT LVT LVT LVT LVT LVT LVT LVT LVT LVT LVT LVT LVT 810 SF 421 SF 397 SF 397 SF 427 SF 44 SF 10 SF 371 SF 370 SF 347 SF 12 SF 373 SF 339 SF 316 SF 268 SF 324 SF 360 SF 352 SF 810 SF 420 SF 397 SF 397 SF 427 SF 44 SF 10 SF 371 SF 370 SF 347 SF 12 SF 377 SF 415 SF 269 SF 324 SF 360 SF 352 SF MAT'L FINISH GWB GWB GWB GWB GWB GWB GWB GWB GWB GWB TILE TILE GWB GWB GWB GWB PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD WOOD LOOK WOOD LOOK WOOD LOOK WOOD LOOK WOOD LOOK WOOD LOOK WOOD LOOK WOOD LOOK WOOD LOOK WOOD LOOK WOOD LOOK WOOD LOOK WOOD LOOK WOOD LOOK WOOD LOOK WOOD LOOK WOOD LOOK WOOD LOOK GWB GWB GWB GWB GWB GWB GWB GWB GWB GWB GWB GWB GWB GWB GWB GWB GWB GWB LVT LVT LVT LVT LVT LVT LVT LVT LVT LVT LVT LVT LVT LVT LVT LVT LVT LVT WOOD LOOK WOOD LOOK WOOD LOOK WOOD LOOK WOOD LOOK WOOD LOOK WOOD LOOK WOOD LOOK WOOD LOOK WOOD LOOK WOOD LOOK WOOD LOOK WOOD LOOK WOOD LOOK WOOD LOOK WOOD LOOK WOOD LOOK WOOD LOOK LVT LVT LVT LVT LVT LVT LVT LVT LVT LVT LVT LVT LVT LVT LVT LVT LVT WOOD LOOK WOOD LOOK WOOD LOOK WOOD LOOK WOOD LOOK WOOD LOOK WOOD LOOK WOOD LOOK WOOD LOOK WOOD LOOK WOOD LOOK WOOD LOOK WOOD LOOK WOOD LOOK WOOD LOOK WOOD LOOK WOOD LOOK TILE CONCRETE CONCRETE TILE TILE SEALED SEALED RUBBER RUBBER PTD PTD PTD PTD HEIGHT 0' - 6" 0' - 6" 0' - 6" 0' - 6" 0' - 6" 0' - 4" 0' - 4" 0' - 6" 0' - 4" 0' - 4" 0' - 6" 0' - 6" 0' - 4" FINISH TILE TILE TILE TILE TILE RUBBER RUBBER TILE RUBBER RUBBER TILE TILE RUBBER MAT'L GWB GWB GWB GWB GWB ACT ACT GWB ACT ACT GWB GWB FINISH REMARKS PTD PTD PTD PTD PTD FINISHES BY TENANT FINISHES BY TENANT FINISHES BY TENANT ACT GWB GWB PTD PTD 0' - 4" 0' - 4" RUBBER RUBBER PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD 0' - 4" 0' - 4" 0' - 4" 0' - 4" 0' - 4" 0' - 4" 0' - 4" 0' - 4" 0' - 4" 0' - 4" 0' - 4" 0' - 4" 0' - 4" 0' - 4" 0' - 4" 0' - 4" 0' - 4" 0' - 4" WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD GWB GWB GWB GWB GWB GWB GWB GWB GWB GWB GWB GWB GWB GWB GWB GWB GWB GWB PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD GWB GWB GWB GWB GWB GWB GWB GWB GWB GWB GWB GWB GWB GWB GWB GWB GWB GWB PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD 0' - 4" 0' - 4" 0' - 4" 0' - 4" 0' - 4" 0' - 4" 0' - 4" 0' - 4" 0' - 4" 0' - 4" 0' - 4" 0' - 4" 0' - 4" 0' - 4" 0' - 4" 0' - 4" 0' - 4" 0' - 4" WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD GWB GWB GWB GWB GWB GWB GWB GWB GWB GWB GWB GWB GWB GWB GWB GWB GWB GWB PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD GWB GWB GWB GWB GWB GWB GWB GWB GWB GWB GWB GWB GWB GWB GWB GWB GWB PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD 0' - 4" 0' - 4" 0' - 4" 0' - 4" 0' - 4" 0' - 4" 0' - 4" 0' - 4" 0' - 4" 0' - 4" 0' - 4" 0' - 4" 0' - 4" 0' - 4" 0' - 4" 0' - 4" 0' - 4" WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD GWB GWB GWB GWB GWB GWB GWB GWB GWB GWB GWB GWB GWB GWB GWB GWB GWB PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD Drawn by: Author Date: 04/01/2020 Scale: AS NOTED A602 PERMIT SET 4/2/2020 6:19:39 PM 212 SF 210 SF 37 SF 114 SF 39 SF 525 SF 760 SF 95 SF 171 SF 90 SF 47 SF 48 SF 769 SF 60 SF 161 SF 144 SF FINISH ROOM FINISH SCHEDULE MAT'L 21 MCGRATH HIGHWAY, QUINCY, MASS. O2169 Phone: 1-617-479-4122 ROOM AREA CEILING 163 NANTASKET AVENUE, HULL MA FIRST FLOOR 100 VESTIBULE 1 101 RESIDENTIAL LOBBY 102 STORAGE 103 LAUNDRY 104 VESTIBULE 2 105 COMMERCIAL SPACE 1 106 COMMERCIAL SPACE 2 107 VESTIBULE 3 108 TRASH ROOM 109 SPRINKLER ROOM 110 RESTROOM 111 RESTROOM 112 STORAGE E01 ELEVATOR S01 STAIR 1 S02 STAIR 2 SECOND FLOOR 200 CORRIDOR 201 UNIT 1 202 UNIT 2 203 UNIT 3 204 UNIT 4 205 MECHANICAL 206 ELEC 207 UNIT 5 208 UNIT 6 209 UNIT 7 210 JANITOR 211 UNIT 8 212 UNIT 9 213 UNIT 10 214 UNIT 11 215 UNIT 12 216 UNIT 13 217 UNIT 14 THIRD FLOOR 300 CORRIDOR 301 UNIT 1 302 UNIT 2 303 UNIT 3 304 UNIT 4 305 ELEV ROOM 306 ELEC 307 UNIT 5 308 UNIT 6 309 UNIT 7 310 JANITOR 311 UNIT 8 312 UNIT 9 313 UNIT 10 314 UNIT 11 315 UNIT 12 316 UNIT 13 317 UNIT 14 FOURTH FLOOR 400 CORRIDOR 401 UNIT 1 402 UNIT 2 403 UNIT 3 404 UNIT 4 405 MECHANICAL 406 ELECTRICAL 407 UNIT 5 408 UNIT 6 409 UNIT 7 410 JANITOR 411 UNIT 8 412 UNIT 9 414 UNIT 10 415 UNIT 12 416 UNIT 13 417 UNIT 14 ROOM BASE MAT'L REVISIONS NO. WALL NO. FLOOR 3. 3. SUPPLIED LOCK SETS SHALL BE COMPATIBLE AND ACCEPT A MEDECO NO. 32-0200 INTERCHANGEABLE CORE AND SHALL BE PROVIDED WITH MEDECO PROPRIETARY CYLINDERS AND KEYS PROTECTED FROM UNAUTHORIZED MANUFACTURE AND DISTRIBUTION. 4. HARDWARE SUPPLIER SHALL HAVE IN HIS REGULAR STAFF GROUP AN ARCHITECTURAL HARDWARE CONSULTANT, CERTIFIED UNDER THE DOOR AND HARDWARE INSTITUTE CERTIFICATION PROGRAM, AT NO ADDITIONAL COST TO THE ARCHITECT AND OWNER, AND AVAILABLE UPON REQUEST DURING CONSTRUCTION PHASE. 5. HARDWARE MANUFACTURERS SHALL BE BHMA CERTIFIED BY THE BUILDERS HARDWARE MANUFACTURER'S ASSOCIATION. 6. REGULATORY REQUIREMENTS: DOOR ASSEMBLIES ON FIRE-RATED AND/OR SMOKE RATED OPENINGS SHALL CONFORM TO 2009 INTERNATIONAL BUILDING CODE AND 2009 INTERNATIONAL FIRE CODE AS AMENDED. 7. QUANTITIES SHOWN ON THE SCHEDULE ARE FOR REFERENCE ONLY, FINAL COUNT IS BIDDERS RESPONSIBILITY. BIDDERS SHOULD VERIFY PLANS AND SCHEDULES TO DETERMINE FINAL QUANTITIES. 8. CONTRACTOR SHALL VERIFY ALL AS-BUILT DIMENSIONS FOR EACH DOOR OPENING AND HARDWARE PRIOR TO FABRICATION BEGINS. 9. SEE SPECIFICATIONS FOR HARDWARE SET DESCRIPTIONS. DOORS / WINDOWS GENERAL NOTES LEGEND TG TEMPERED GLASS SG LAMINATED GLASS WD WOOD HM HOLLOW METAL NOTES 1. CONTRACTOR MUST FOLLOW THE APPLICABLE BUILDING CODES AND SAFETY STANDARDS FOR ARCHITECTURAL GLAZING MATERIAL FOR PLACEMENT OF TEMPERED GLASS. HOLLOW METAL DOORS AND FRAMES MUST BE GALVANIZED STEEL. HEIGHT TYPE THICKNESS MAT'L FINISH TYPE MAT'L FINISH VESTIBULE 1 VESTIBULE 1 RESIDENTIAL LOBBY STORAGE LAUNDRY VESTIBULE 2 VESTIBULE 2 COMMERCIAL SPACE 1 VESTIBULE 1 COMMERCIAL SPACE 2 VESTIBULE 3 VESTIBULE 3 TRASH ROOM SPRINKLER ROOM COMMERCIAL SPACE 1 RESTROOM STORAGE COMMERCIAL SPACE 2 VESTIBULE 3 STAIR 1 STAIR 2 3' - 0" 3' - 0" 5' - 2" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 5' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 5' - 2" 3' - 0" 3' - 0" 3' - 0" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" D1 D1 D3 D1 D1 D1 D1 D1 D1 D1 D1 D1 D3 D1 D1 D1 D1 D3 D1 D1 D1 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD F2 F2 F1 F1 F1 F2 F2 F1 F1 F1 F2 F2 F1 F1 F1 F1 F1 F1 F2 F1 F1 HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 SECOND FLOOR 54 45 MIN. 200 120 45 MIN. 200 201A 45 MIN. 201 201B 201 202A 45 MIN. 200 202B 202 203A 45 MIN. 203 203B 203 204A 45 MIN. 204 204B 204 206 45 MIN. 200 207A 45 MIN. 207 207B 207 208 45 MIN. 208 209A 45 MIN. 209 209B 209 211 45 MIN. 211 212A 45 MIN. 212 212B 212 213 45 MIN. 213 214A 45 MIN. 214 214B 214 215A 45 MIN. 215 215B 215 216 45 MIN. 216 217A 45 MIN. 217 217B 217 S201 45 MIN. S01 S202 45 MIN. 200 CORRIDOR CORRIDOR UNIT 1 UNIT 1 CORRIDOR UNIT 2 UNIT 3 UNIT 3 UNIT 4 UNIT 4 CORRIDOR UNIT 5 UNIT 5 UNIT 6 UNIT 7 UNIT 7 UNIT 8 UNIT 9 UNIT 9 UNIT 10 UNIT 11 UNIT 11 UNIT 12 UNIT 12 UNIT 13 UNIT 14 UNIT 14 STAIR 1 CORRIDOR 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 6' - 2" 3' - 0" 3' - 0" 6' - 2" 3' - 0" 3' - 0" 6' - 2" 3' - 0" 3' - 0" 6' - 2" 3' - 0" 6' - 2" 3' - 0" 3' - 0" 6' - 2" 3' - 0" 3' - 0" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" D1 D1 D1 D5 D1 D5 D1 D5 D1 D5 D1 D1 D6 D1 D1 D6 D1 D1 D6 D1 D1 D6 D1 D6 D1 D1 D6 D1 D1 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" HM HM HM FG HM FG HM HM HM FG HM HM FG HM HM FG HM HM FG HM HM FG HM FG HM HM FG HM HM PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 HM HM HM FG HM FG HM FG HM FG HM HM FG HM HM FG HM HM FG HM HM FG HM FG HM HM FG HM HM PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD 5 5 5 6 6 6 5 6 5 6 5 6 5 5 6 6 5 5 6 6 5 5 6 6 5 5 6 6 5 6 5 5 6 6 5 5 6 6 THIRD FLOOR 53 45 MIN. 121 45 MIN. 301A 45 MIN. 301B 302A 45 MIN. 302B 303A 45 MIN. 303B 304A 45 MIN. 304B 306 45 MIN. 307A 45 MIN. 307B 308 45 MIN. 309A 45 MIN. 309B 311 45 MIN. 312A 45 MIN. 312B 313 45 MIN. 314A 45 MIN. 314B 315A 45 MIN. 315B 316 45 MIN. 317A 45 MIN. 317B S301 45 MIN. S302 45 MIN. CORRIDOR CORRIDOR UNIT 1 UNIT 1 CORRIDOR UNIT 2 UNIT 3 UNIT 3 UNIT 4 UNIT 4 CORRIDOR UNIT 5 UNIT 5 UNIT 6 UNIT 7 UNIT 7 UNIT 8 UNIT 9 UNIT 9 UNIT 10 UNIT 11 UNIT 11 UNIT 12 UNIT 12 UNIT 13 UNIT 14 UNIT 14 STAIR 1 CORRIDOR 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 6' - 2" 3' - 0" 3' - 0" 6' - 2" 3' - 0" 3' - 0" 6' - 2" 3' - 0" 3' - 0" 6' - 2" 3' - 0" 6' - 2" 3' - 0" 3' - 0" 6' - 2" 3' - 0" 3' - 0" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" D1 D1 D1 D5 D1 D5 D1 D5 D1 D5 D1 D1 D6 D1 D1 D6 D1 D1 D6 D1 D1 D6 D1 D6 D1 D1 D6 D1 D1 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" HM HM HM FG HM FG HM FG HM FG HM HM FG HM HM FG HM HM FG HM HM FG HM FG HM HM FG HM HM PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 HM HM HM FG HM FG HM FG HM HM HM HM FG HM HM FG HM HM FG HM HM FG HM FG HM HM FG HM HM PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD 5 5 5 6 6 6 5 6 5 6 5 5 5 5 6 6 6 6 300 300 301 301 300 302 303 303 304 304 300 307 307 308 309 309 311 312 312 313 314 314 315 315 316 317 317 S01 300 SILL HARDWARE GROUP REMARKS Drawn by: Author 5 5 6 6 Date: 04/01/2020 Scale: 5 5 6 6 5 5 6 6 5 6 5 5 6 6 5 5 6 6 AS NOTED A701 PERMIT SET 4/2/2020 6:19:41 PM 2. ALL KEYS, EXCEPT FOR CONSTRUCTION, SHALL BE STAMPED "DO NOT DUPLICATE". 100 100 101 102 103 104 104 105 100 106 107 107 108 109 105 111 112 106 107 S01 S02 WIDTH DETAIL HEAD JAMB DOOR SCHEDULE 2. FIRST FLOOR 100A 101A 101B 102 45 MIN. 103 45 MIN. 104A 104B 105A 105B 45 MIN. 106A 107A 107B 108 109 45 MIN. 110 45 MIN. 111 45 MIN. 112A 45 MIN. 112B 112C S101 180 MIN. S102 180 MIN. NAME FRAME 21 MCGRATH HIGHWAY, QUINCY, MASS. O2169 Phone: 1-617-479-4122 3 KEYS PER LOCK. 2 MASTER KEYS SET SYSTEM (WITH 3 MASTER KEYS PER EA. SET) 10 FINAL CONSTRUCTION KEYS. FINAL KEY LAYOUT ACCORDING TO OWNER INSTRUCTIONS. NO. DOOR 163 NANTASKET AVENUE, HULL MA 1. LOCK'S MASTER KEY AND CONSTRUCTION KEY SYSTEM SHALL INCLUDE: DOOR FIRE NO. RATING SIZE REVISIONS 1. ROOM NO. GENERAL DOOR HARDWARE NOTES DATE DOOR SCHEDULE WIDTH HEIGHT TYPE THICKNESS MAT'L FINISH GLASS TYPE MAT'L FINISH FOURTH FLOOR 401A 45 MIN. 401 401B 401 402A 45 MIN. 402 402B 402 403A 45 MIN. 403 403B 403 404A 45 MIN. 404 404B 404 405 45 MIN. 400 406 45 MIN. 400 407A 45 MIN. 407 407B 407 408 45 MIN. 408 409A 45 MIN. 409 409B 409 410 45 MIN. 400 411 45 MIN. 411 412A 45 MIN. 412 412B 412 414A 45 MIN. 414 414B 414 415A 45 MIN. 415 415B 415 416 45 MIN. 416 417A 45 MIN. 417 417B 417 S401 45 MIN. S01 S502 45 MIN. 400 UNIT 1 UNIT 1 UNIT 2 UNIT 2 UNIT 3 UNIT 3 UNIT 4 UNIT 4 CORRIDOR CORRIDOR UNIT 5 UNIT 5 UNIT 6 UNIT 7 UNIT 7 CORRIDOR UNIT 8 UNIT 9 UNIT 9 UNIT 10 UNIT 10 UNIT 12 UNIT 12 UNIT 13 UNIT 14 UNIT 14 STAIR 1 CORRIDOR 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 6' - 2" 3' - 0" 3' - 0" 6' - 2" 3' - 0" 3' - 0" 3' - 0" 6' - 2" 3' - 0" 6' - 2" 3' - 0" 6' - 2" 3' - 0" 3' - 0" 6' - 2" 3' - 0" 3' - 0" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" D1 D5 D1 D5 D1 D5 D1 D5 D1 D1 D1 D6 D1 D1 D6 D1 D1 D1 D6 D1 D6 D1 D6 D1 D1 D6 D1 D1 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" HM FG HM FG HM FG HM FG HM HM HM FG HM HM FG HM HM HM FG HM FG HM FG HM HM FG HM HM PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 HM FG HM FG HM FG HM FG HM HM HM FG HM HM FG HM HM HM FG HM FG HM FG HM HM FG HM HM PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD ROOF S501 45 MIN. STAIR 1 3' - 0" 6' - 8" D1 0' - 1 3/4" HM PTD F1 HM PTD S01 DETAIL HEAD JAMB 3 3 3 3 3 3 3 3 5 5 3 6 6 3 5 3 6 3 5 5 3 6 6 3 3 3 3 3 5 3 6 3 5 5 6 6 5 6 SILL HARDWARE GROUP REMARKS UNIT DOOR SCHEDULE SIZE FIRE RATING MARK A B C D WIDTH HEIGHT 3' - 0" 2' - 8" 4' - 0" 4' - 0" 6' - 8" 6' - 8" 6' - 8" 6' - 8" PER WALL TYPE TYPE D1 D1 D4 D2 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" WD WD WD WD FINISH TYPE PTD PTD PTD PTD MAT'L F1 F1 F1 F1 FINISH WD WD WD WD HEAD PTD PTD PTD PTD 2 2 2 2 HARDWARE GROUP SILL REMARKS 2 2 2 2 SEE SCHEDULE EQ 3' - 0" 2' - 0" HOLD VARIES EQ EQ EQ SEE SCHEDULE 6" 3' - 0" 2' - 0" HOLD VARIES SEE SCHEDULE SEE SCHEDULE 1/2" SEE SCHEDULE SEE SCHEDULE 2" TG 2" 2" 2" D-1 D-2 D-3 D-4 D-5 2" TG 2'-0" 4" TG D-6 F1 F2 3/16" DOOR PER SCHEDULE TG 1' - 0" 2 1/2" PAINTED WOOD DOOR CASING , TYP SEE SCHEDULE PTD WOOD DOOR CASING SEE SCHEDULE 3/16" WALL PER WALL TYPE SEE SCHEDULE SEE SCHEDULE 6" 2 1/2" PER WALL TYPE SEE SCHEDULE SEE SCHEDULE 163 NANTASKET AVENUE, HULL MA SEE SCHEDULE 2" SEE SCHEDULE JAMB OF HM 'KNOCK DOWN' BEYOND PTD WOOD DOOR HEAD HEAD DETAIL HEAD DETAIL PAINTED WOOD BASE BELOW, TYP. Drawn by: Author PTD WOOD BASE BELOW Date: CORRIDOR 3/16" 2 1/2" REVEAL JAMB DETAIL TYP UNIT ENTRY FRAME DETAILS 3" = 1'-0" 1/2" CONTINUOUS SEALANT 0' - 2" CONTINUOUS SEALANT JAMB ANCHOR DOOR SEE SCHEDULED VARIES 1 15/16" 1 9/16" DOOR FRAME SEE SCHEDULED 0' - 4" PARTITION WHERE OCCURS TYP. TYP UNIT WD FRAME DETAILS 3" = 1'-0" DOOR - SEE SCHEDULE SPOT GROUT AT CORNERS JAMB ANCHOR GYPSUM WALL BOARD - SEE PARTITION TYPE HM DOOR JAMB 6 3" = 1'-0" 1 HM FRAME DETAILS 3" = 1'-0" AS NOTED PARTITION AS SPECIFIED, SEE DRAWING A-10 SILICONE SEALER ALL AROUND TO PREVENT SMOKE SPREAD DOUBLE LW STUD 20 GAGE GLASS REFER TO DOOR'S FRAME TYPE ELEVATION JAMB/HEAD DETAIL HM DOOR HEAD 5 3" = 1'-0" 0' - 2" HM FRAME JAMB ANCHOR JAMB DETAIL 2 0' - 2" 0' - 1 9/16" 2 1/2" 1/8" 3/16" 1/8" 1/2" 1/2" 0' - 3" PARTITION AS SPECIFIED, SEE DRAWING A-10 PARTITION AS SPECIFIED, SEE DRAWING A-10 CONTINUOUS CAULKING 7 HM LITE JAMB 3" = 1'-0" PERMIT SET A702 4/2/2020 6:19:44 PM PARTITION DOUBLE STUD 20 GAGE PER WALL TYPE PER WALL TYPES PTD WOOD DOOR JAM Scale: JAMB ANCHOR 0' - 2" VARIES PTD WOOD DOOR CASING 04/01/2020 DOOR AS SCHEDULED 0' - 1 15/16" CONTINUOUS CALKING DOOR PER SCHEDULE 1 15/16" PER WALL TYPE 1 9/16" UNIT VARIES PAINTED WOOD DOOR CASING, TYP. PEMKO S88 SEAL 3 MAT'L DETAIL JAMB 2" CORRIDOR UNIT 1/2" HM 'KNOCK DOWN' TYPE FRAME, PROVIDE CONCEALED FASTENING TO STUDS HM 'KNOCK DOWN' TYPE FRAME, PROVIDE CONCEALED FASTENING TO STUDS, PTD THICKNESS FRAME DOOR AND FRAME TYPE ELEVATIONS WALL PER TYPE PEMKO S88 SEAL DOOR DOOR SCHEDULE AND DETAILS NAME FRAME 21 MCGRATH HIGHWAY, QUINCY, MASS. O2169 Phone: 1-617-479-4122 NO. DOOR REVISIONS DOOR FIRE NO. RATING SIZE NO. ROOM DATE DOOR SCHEDULE 2 A6.03 5 5 5 5 5 5 A6.03 A6.03 A6.03 A6.03 A6.03 A6.03 3 A6.03 REVISIONS 3 3 4' - 0" A6.03 4' - 0" A6.03 3 4' - 0" A6.03 3 4' - 0" A6.03 3 4' - 0" 4' - 0" 3 4' - 0" 5' - 6" 4' - 0" 5' - 6" DATE A6.03 1' - 6" 5 1' - 6" 5 3 A6.03 A6.03 A6.03 4 A6.03 4 A6.03 2' - 0" 3' - 0" A6.03 4 2' - 6" 3' - 0" A6.03 4 3' - 0" 3' - 0" A6.03 4 3' - 0" 4 3' - 6" 2' - 0" 3' - 0" A6.03 3' - 0" 3' - 0" 4 4' - 0" 3' - 0" 3' - 0" 2' - 9" 4 A6.03 A6.03 T.O.FLR SHEATHING / T.O.SLAB VINYL AWNING WINDOW 4 VINYL AWNING WINDOW 5 SINGLE HUNG VINYL WINDOW 6 SINGLE HUNG VINYL WINDOW 7 SINGLE HUNG VINYL WINDOW 8 SINGLE HUNG VINYL WINDOW WINDOW TYPES 1/2" = 1'-0" WATER-RESISTIVE BARRIER. FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR INTERFACE WITH FLEXIBLE FLASHING AND WINDOW INSTALLATION WINDOW GENERAL NOTES 1. EXISTING WINDOW'S ROUGH OPENING TO BE FIELD VERIFIED. SHINGLE HEAD FLASHING OVER JAMBS WINDOW UNIT 2. SIZE OF NEW WINDOWS TO BE ADJUSTED TO EXISTING ROUGH OPENING. 3. PROVIDE WT-1 ELECTRONICALLY OPERATED BLACKOUT SHADES ON ALL WINDOWS AT ALL AUDITORIUM CLERESTORY WINDOWS COORDINATE THIS DIMENSION WITH SELECTED WINDOW NOTES: 1. CODE REQUIRES AIR SEALING TO WINDOW FRAME WITH FLEXIBLE FLASHING. SPRAY FOAM MAY BE USED IN SOME CASES FOR AIR SEALING, NOT WATERPROOFING. WINDOW NAILING FLANGE 2. CONTRACTOR SHALL REQUIRE A COORDINATION MEETING AMONG INVOLVED TRADES TO ENSURE THE OWNER RECEIVES BEST PRACTICES. SHINGLE JAMB FLASHING OVER SILL WRAP FLEXIBLE FLASHING INTO OPENING. COORDINATE WITH WINDOW MANUFACTURER AND WATERRESISTIVE BARRIER SYSTEM MANUFACTURER. 2 AXON DETAIL - WINDOW FLASHING 1 1/2" = 1'-0" Drawn by: Author Date: 04/01/2020 Scale: AS NOTED A703 PERMIT SET 4/2/2020 6:19:44 PM 3 WINDOW TYPES FIXED WINDOW WITH FIXED TRANSOM 21 MCGRATH HIGHWAY, QUINCY, MASS. O2169 Phone: 1-617-479-4122 2 163 NANTASKET AVENUE, HULL MA VINYL AWNING WINDOW WITH FIXED TRANSOM NO. 1 S-1 S-2 S-3 S-4 ” “ ” S-5 FASTENER SCHEDULE * S-6 ³ S-7 MECHANICAL LEGEND, SCHEDULES, AND NOTES BER DRAWN BY: DATE: 02-06-2020 SCALE: AS NOTED COMM. NO.: DRAWING NO. TEL. 1-617-479-4122 FAX. 1-617-770-4179 21 MCGRATH HIGHWAY, QUINCY, MASS. O2169 REVISIONS 11 L REVISIONS 10 K 9 8.3 J 7 UP L FAX. 1-617-770-4179 H TEL. 1-617-479-4122 21 MCGRATH HIGHWAY, QUINCY, MASS. O2169 8 2.9 G.1 BER G 1.9 F E.8 E D.8 5.1 1.4 MECHANICAL FIRST FLOOR PLAN D C.6 C.4 UP B.5 DRAWN BY: DATE: 02-06-2020 SCALE: AS NOTED B COMM. NO.: A.3 A.1 A 1 1.3 1.7 2 3 4 4.7 5.3 6 DRAWING NO. 1.5 1 FIRST FLOOR PLAN 1/8" = 1'-0" 3.2 4.3 5 11 11 L L 10 10 9 8.3 K 9 8.3 J REVISIONS K J 8 8 O O VE N VE N UP 21 MCGRATH HIGHWAY, QUINCY, MASS. O2169 7 7 G.1 G.1 G G FAX. 1-617-770-4179 H TEL. 1-617-479-4122 H BER 1.4 1.4 5.1 F F E.8 E.8 E E D.8 D.8 D D C.6 C.6 C.4 C.4 UP MECHANICAL SECOND FLOOR PLAN 5.1 B.5 B.5 B B DRAWN BY: A.3 A.3 A.1 A.1 A A DATE: 02-06-2020 SCALE: AS NOTED COMM. NO.: 1 1.3 1.7 2 3 1.5 4 3.2 1 SECOND FLOOR PLAN 1/8" = 1'-0" 4.7 4.3 5.3 5 6 1 1.3 1.7 2 3 1.5 4 3.2 1 4.7 4.3 THIRD FLOOR PLAN 1/8" = 1'-0" 5.3 6 5 DRAWING NO. 11 11 L L 10 10 9 8.3 K 9 8.3 J 8 REVISIONS K J 8 7 21 MCGRATH HIGHWAY, QUINCY, MASS. O2169 7 O N VE G.1 G.1 G G FAX. 1-617-770-4179 H TEL. 1-617-479-4122 H BER 1.4 1.4 5.1 F F E.8 E.8 E E D.8 D.8 D D C.6 C.6 C.4 C.4 B.5 B.5 B B MECHANICAL FOURTH FLOOR PLAN 5.1 DRAWN BY: A.3 DATE: 02-06-2020 SCALE: AS NOTED A.3 A.1 A.1 A A COMM. NO.: 1 1.3 1.7 2 1.5 3 4 3.2 1 FOURTH FLOOR PLAN 1/8" = 1'-0" 4.7 4.3 5.3 5 6 1 1.3 1.7 2 3 1.5 4 3.2 1 ROOF PLAN 1/8" = 1'-0" 4.7 4.3 5.3 6 5 DRAWING NO. FAX. 1-617-770-4179 TEL. 1-617-479-4122 21 MCGRATH HIGHWAY, QUINCY, MASS. O2169 REVISIONS BER ENLARGED UNIT PLAN - UNIT 215 1/4" = 1'-0" MECHANICAL ENLARGED UNIT PLANS 5 DRAWN BY: DATE: 02-06-2020 SCALE: AS NOTED COMM. NO.: 1 ENLARGED UNIT PLAN - UNIT 204 1/4" = 1'-0" 2 ENLARGED UNIT PLAN - UNIT 203 1/4" = 1'-0" 3 ENLARGED UNIT PLAN - UNIT 217 1/4" = 1'-0" 4 ENLARGED UNIT PLAN - UNIT 216 1/4" = 1'-0" DRAWING NO. 1/4" = 1'-0" FAX. 1-617-770-4179 TEL. 1-617-479-4122 21 MCGRATH HIGHWAY, QUINCY, MASS. O2169 REVISIONS ENLARGED UNIT PLAN - UNIT 212 4 BER 4 1/4" = 1'-0" 5 ENLARGED UNIT PLAN - UNIT 211 1/4" = 1'-0" ENLARGED UNIT PLAN - UNIT 213 1/4" = 1'-0" MECHANICAL ENLARGED UNIT PLANS 3 ENLARGED UNIT PLAN - UNIT 412 DRAWN BY: DATE: 02-06-2020 SCALE: AS NOTED COMM. NO.: 2 ENLARGED UNIT PLAN - UNIT 214 1/4" = 1'-0" 3 ENLARGED UNIT PLAN - UNIT 414 1/4" = 1'-0" DRAWING NO. MECHANICAL DETAILS BER DRAWN BY: DATE: 02-06-2020 SCALE: AS NOTED COMM. NO.: DRAWING NO. TEL. 1-617-479-4122 FAX. 1-617-770-4179 21 MCGRATH HIGHWAY, QUINCY, MASS. O2169 REVISIONS MECHANICAL DETAILS BER DRAWN BY: DATE: 02-06-2020 SCALE: AS NOTED COMM. NO.: DRAWING NO. TEL. 1-617-479-4122 FAX. 1-617-770-4179 21 MCGRATH HIGHWAY, QUINCY, MASS. O2169 REVISIONS 1 A . 1 61 1 TE . 1 61 1 C RATH HI H A UINC DONAHUE ARCHITECTS INC. ASS. O 16 REVISIONS BER BUILDING ENGINEERING RESOURCES, INC. 66 Main Street N. Easton, MA 02356 T 508.230.0260 F 508.230.0265 351 Centerville Road Warwick, RI 02886 T 401.384.7682 ELECTRICAL LEGEND, FIXTURE SCHEDULE AND NOTES HULL, MA 02045 163 NANTASKET AVENUE RE-DEVELOPMENT of ber@ber-engineering.com www.ber-engineering.com DATE: 02-06-2020 SCALE: AS NOTED COMM. NO.: AD E 1 16 E. 6 R AIKARAN DRAWN BY: DD/RJ 1 A 1 16 163 N A H DRAWING NO. E 1 KE TA VE 1 A . 1 61 ASS. O 16 UINC 1 A TE . 1 61 AS C RATH HI H NT 1 NA DONAHUE ARCHITECTS INC. REVISIONS N NU E BER BUILDING ENGINEERING RESOURCES, INC. 66 Main Street N. Easton, MA 02356 T 508.230.0260 F 508.230.0265 351 Centerville Road Warwick, RI 02886 T 401.384.7682 ber@ber-engineering.com www.ber-engineering.com #163 IXED USE PROPOSED M RE-DEVELOPMENT of OP E RT Y LIN X X X BER KLE Y RO AD E HULL, MA 02045 TRASH TRASH STOP RECYC X E PROPERTY LIN E PARK AVENU PR 163 NANTASKET AVENUE TRANS. ELECTRICAL SITE PLAN X SITE AN DRAWN BY: DD/RJ 1" = 20'-0" DATE: 02-06-2020 SCALE: AS NOTED COMM. NO.: AD E 1 16 E. 6 R AIKARAN 1 E ECTRICA 1 A 1 16 163 N A H DRAWING NO. ES1 1 1 A . 1 61 ASS. O 16 UINC TE . 1 61 1 A C RATH HI H 1 DONAHUE ARCHITECTS INC. REVISIONS BER BUILDING ENGINEERING RESOURCES, INC. 66 Main Street N. Easton, MA 02356 T 508.230.0260 F 508.230.0265 351 Centerville Road Warwick, RI 02886 T 401.384.7682 ELECTRICAL SITE DETAILS HULL, MA 02045 163 NANTASKET AVENUE RE-DEVELOPMENT of ber@ber-engineering.com www.ber-engineering.com DATE: 02-06-2020 SCALE: AS NOTED COMM. NO.: AD E 1 16 E. 6 R AIKARAN DRAWN BY: DD/RJ 1 A 1 16 163 N A H DRAWING NO. ES1 11 L REVISIONS 10 K 9 8.3 J 1 ASS. O 16 UINC A . 1 61 1 TE . 1 61 UP L A 7 C RATH HI H H 1 DONAHUE ARCHITECTS INC. 8 2.9 G.1 BER BUILDING ENGINEERING RESOURCES, INC. G 66 Main Street N. Easton, MA 02356 T 508.230.0260 F 508.230.0265 351 Centerville Road Warwick, RI 02886 T 401.384.7682 ber@ber-engineering.com www.ber-engineering.com 1.9 RE-DEVELOPMENT of E D.8 5.1 EN AR ED E EVATOR ART AN 1/4" = 1'-0" 1.4 ELECTRICAL FIRST FLOOR PLAN D HULL, MA 02045 E.8 163 NANTASKET AVENUE F C.6 C.4 UP B.5 DRAWN BY: DD/RJ DATE: 02-06-2020 SCALE: AS NOTED R AIKARAN B COMM. NO.: A.3 A.1 A.1 E 1 16 E. 6 A AD 1 1.3 1.7 2 3 4 4.7 5.3 6 A H DRAWING NO. 1 A 1 16 163 N 1.5 1 IRST 1/8" = 1'-0" OOR AN 3.2 4.3 5 E1 1 11 L REVISIONS 10 K 9 8.3 1 A . 1 61 UINC N UP TE . 1 61 1 A C RATH HI H VE 7 DONAHUE ARCHITECTS INC. O H 1 8 ASS. O 16 J BER G.1 BUILDING ENGINEERING RESOURCES, INC. 66 Main Street N. Easton, MA 02356 T 508.230.0260 F 508.230.0265 G 351 Centerville Road Warwick, RI 02886 T 401.384.7682 ber@ber-engineering.com www.ber-engineering.com 1.4 E D.8 D ELECTRICAL SECOND FLOOR PLAN RE-DEVELOPMENT of E.8 HULL, MA 02045 F 163 NANTASKET AVENUE 5.1 C.6 C.4 UP B.5 DRAWN BY: DD/RJ R AIKARAN B DATE: 02-06-2020 SCALE: AS NOTED COMM. NO.: A.3 6 A.1 AD E 1 16 E. A H DRAWING NO. 1 A 1 16 163 N A 1 1 SECOND 1/8" = 1'-0" OOR AN 1.3 1.7 1.5 2 3 4 3.2 4.7 4.3 5.3 5 6 E1 11 L REVISIONS 10 K 9 8.3 J 8 O G.1 1 A . 1 61 ASS. O 16 UINC TE . 1 61 1 A C RATH HI H 1 N 7 DONAHUE ARCHITECTS INC. VE H BER G BUILDING ENGINEERING RESOURCES, INC. 66 Main Street N. Easton, MA 02356 T 508.230.0260 F 508.230.0265 351 Centerville Road Warwick, RI 02886 T 401.384.7682 ber@ber-engineering.com www.ber-engineering.com 1.4 5.1 RE-DEVELOPMENT of E D.8 ELECTRICAL THIRD FLOOR PLAN D HULL, MA 02045 E.8 163 NANTASKET AVENUE F C.6 C.4 B.5 DRAWN BY: DD/RJ R AIKARAN B DATE: 02-06-2020 SCALE: AS NOTED COMM. NO.: A.3 A.1 E 1 16 E. 6 A AD 1 1.3 1.7 2 3 4 4.7 5.3 6 1 A 1 16 163 N A H DRAWING NO. 1.5 1 THIRD 1/8" = 1'-0" OOR AN 3.2 4.3 5 E1 3 11 11 L L K 9 8.3 K 9 8.3 J REVISIONS 10 10 J 1 ASS. O 16 A . 1 61 1 TE . 1 61 G UINC G A G.1 C RATH HI H G.1 N 7 VE O 7 1 H H DONAHUE ARCHITECTS INC. 8 8 BER BUILDING ENGINEERING RESOURCES, INC. 66 Main Street N. Easton, MA 02356 T 508.230.0260 F 508.230.0265 351 Centerville Road Warwick, RI 02886 T 401.384.7682 ber@ber-engineering.com www.ber-engineering.com 1.4 1.4 E.8 E E D.8 D.8 D D C.6 C.6 C.4 C.4 B.5 B.5 ELECTRICAL FOURTH FLOOR AND ROOF PLANS E.8 HULL, MA 02045 F RE-DEVELOPMENT of F 163 NANTASKET AVENUE 5.1 5.1 DRAWN BY: DD/RJ B R AIKARAN B DATE: 02-06-2020 SCALE: AS NOTED COMM. NO.: A.3 A.3 A.1 1 A.1 A E 1 16 E. 6 A AD 1 1.3 1.7 2 3 4 4.7 5.3 1 6 1.3 1.7 2 3 4 4.7 5.3 6 A H DRAWING NO. 1 16 163 N 1.5 ROO 1 A 1/8" = 1'-0" AN 3.2 4.3 1.5 5 1 OURTH 1/8" = 1'-0" OOR AN 3.2 4.3 5 E1 1 A . 1 61 ASS. O 16 UINC TE . 1 61 1 A C RATH HI H 1 DONAHUE ARCHITECTS INC. REVISIONS BER BUILDING ENGINEERING RESOURCES, INC. 66 Main Street N. Easton, MA 02356 T 508.230.0260 F 508.230.0265 351 Centerville Road Warwick, RI 02886 T 401.384.7682 EN AR ED UNIT 1/4" = 1'-0" AN UNIT EN AR ED UNIT 1/4" = 1'-0" AN UNIT 3 3 EN AR ED UNIT 1/4" = 1'-0" AN UNIT 1 EN AR ED UNIT AN UNIT HULL, MA 02045 16 1/4" = 1'-0" ELECTRICAL ENLARGED UNIT PLANS (201, 202, 203, 204, 205, 206) 1 163 NANTASKET AVENUE RE-DEVELOPMENT of ber@ber-engineering.com www.ber-engineering.com DATE: 02-06-2020 SCALE: AS NOTED COMM. NO.: AD E 1 16 E. 6 1 R AIKARAN DRAWN BY: DD/RJ 1 A 1 16 163 N A H DRAWING NO. E1 1 1 A . 1 61 ASS. O 16 UINC TE . 1 61 1 A C RATH HI H 1/4" = 1'-0" 1 1 AN UNIT DONAHUE ARCHITECTS INC. REVISIONS OVEN EN AR ED UNIT BER BUILDING ENGINEERING RESOURCES, INC. 66 Main Street N. Easton, MA 02356 T 508.230.0260 F 508.230.0265 OVEN 351 Centerville Road Warwick, RI 02886 T 401.384.7682 1 3 EN AR ED UNIT AN UNIT 13 1/4" = 1'-0" OVEN ELECTRICAL ENLARGED UNIT PLANS (207, 208, 209, & 210 ) AN UNIT 1/4" = 1'-0" HULL, MA 02045 EN AR ED UNIT 163 NANTASKET AVENUE 1 RE-DEVELOPMENT of ber@ber-engineering.com www.ber-engineering.com R AIKARAN DRAWN BY: DD/RJ DATE: 02-06-2020 SCALE: AS NOTED EN AR ED UNIT 1/4" = 1'-0" AN UNIT 11 EN AR ED UNIT AN UNIT 1 1/4" = 1'-0" AD E 1 16 E. 6 1 1 COMM. NO.: 1 A 1 16 163 N A H DRAWING NO. E1 AN UNIT 1 A . 1 61 ASS. O 16 UINC TE . 1 61 1 A C RATH HI H 1 DONAHUE ARCHITECTS INC. REVISIONS EN AR ED UNIT BER 11 1/4" = 1'-0" BUILDING ENGINEERING RESOURCES, INC. 66 Main Street N. Easton, MA 02356 T 508.230.0260 F 508.230.0265 1 EN AR ED UNIT AN UNIT 351 Centerville Road Warwick, RI 02886 T 401.384.7682 1/4" = 1'-0" ber@ber-engineering.com www.ber-engineering.com EN AR ED UNIT AN UNIT 1 ELECTRICAL ENLARGED UNIT PLANS (211, 212, 408 & 409 ) HULL, MA 02045 163 NANTASKET AVENUE 1/4" = 1'-0" RE-DEVELOPMENT of 6 R AIKARAN DRAWN BY: DD/RJ DATE: 02-06-2020 SCALE: AS NOTED 6 1 COMM. NO.: EN AR ED UNIT 1/4" = 1'-0" AN UNIT EN AR ED UNIT 1/4" = 1'-0" AN UNIT EN AR ED UNIT AN UNIT 1 1/4" = 1'-0" AD E 1 16 E. 3 1 A 1 16 163 N A H DRAWING NO. E1 3 1 A . 1 61 1 TE . 1 61 1 C RATH HI H A UINC DONAHUE ARCHITECTS INC. ASS. O 16 REVISIONS BER BUILDING ENGINEERING RESOURCES, INC. 66 Main Street N. Easton, MA 02356 T 508.230.0260 F 508.230.0265 351 Centerville Road Warwick, RI 02886 T 401.384.7682 1 ELECTRICAL RISER DIAGRAM N.T.S. P ELECTRICAL DETAILS AND RISER DIAGRAM P HULL, MA 02045 P 163 NANTASKET AVENUE P RE-DEVELOPMENT of ber@ber-engineering.com www.ber-engineering.com DATE: 02-06-2020 SCALE: AS NOTED COMM. NO.: AD E 1 16 E. 6 1 R AIKARAN DRAWN BY: DD/RJ 1 A 1 16 163 N A H DRAWING NO. E IN a IN b a IN b a on OUT1 1 OUT2 b a OUT3 a b a OUT1 b 1 M2304 Video distributor 1 ABB 1 ABB 1 ABB OUT2 b a OUT3 a b off OUT4 b a OUT1 b 1 ABB a 1 ABB 1 ABB 1 ABB OUT2 b a OUT3 a b off OUT4 b a OUT1 b 1 ABB a 1 ABB 1 ABB OUT2 b a OUT3 a b OUT4 b a b 1 ABB ABB OUT4 a a b a a b OUT2 OUT1 b IN a M2304 Video distributor b off OUT3 on b REVISIONS ABB a b on M2304 Video distributor off OUT4 b a on M2304 Video distributor off a IN b on M2304 Video distributor IN a ABB IN b a ABB on M2304 Video distributor IN b OUT1 OUT2 b a OUT3 a b a OUT1 b a OUT2 b a OUT3 a b b on M2304 Video distributor off OUT4 b a ABB on off OUT4 b IN b M2304 Video distributor off a a ABB on M2304 Video distributor a OUT1 b a OUT2 b a OUT3 a b off OUT4 b a OUT1 b a OUT2 b a OUT3 a b OUT4 b a b ab M2300 System controller one on all on IN a ABB a ABB on a 1 b a OUT3 b a OUT4 b a OUT1 b a 1 ABB 1 ABB 1 ABB 1 ABB b a a ABB ABB IN b a a OUT4 b b on on M2304 Video distributor off a OUT1 b a 1 ABB 1 ABB M2304 Video distributor OUT3 b 1 ABB IN b on OUT2 1 ABB 1 ABB 1 ABB 1 ABB OUT2 b a OUT3 b a off OUT4 b a OUT1 b a 1 ABB 1 ABB 1 ABB 1 ABB ABB OUT2 b a OUT3 b a OUT4 b a b 1 1 ABB off 1 ABB 1 ABB M2304 Video distributor off OUT2 1 ABB IN b M2304 Video distributor OUT1 1 ABB A . 1 61 1 ABB 1 1 ABB TE . 1 61 1 ABB ASS. O 16 1 ABB UINC 1 ABB A 1 ABB C RATH HI H 1 1 L DONAHUE ARCHITECTS INC. N BER BUILDING ENGINEERING RESOURCES, INC. a b 66 Main Street N. Easton, MA 02356 T 508.230.0260 F 508.230.0265 M2301 Mini-system controller one on all on N 2 3 4 5 6 7 8 9 * 1 0 # Call L 351 Centerville Road Warwick, RI 02886 T 401.384.7682 ber@ber-engineering.com www.ber-engineering.com ELECTRICAL DETAILS AND RISER DIAGRAM N.T.S. HULL, MA 02045 TELCOM/CATV RISER DIAGRAM RE-DEVELOPMENT of 1 N.T.S. 163 NANTASKET AVENUE 2 VIDEO ENTRY SYSTEM RISER DIAGRAM DATE: 02-06-2020 SCALE: AS NOTED COMM. NO.: AD E 1 16 E. 6 1 R AIKARAN DRAWN BY: DD/RJ 1 A 1 16 163 N A H DRAWING NO. E 1 PLUMBING LEGEND, SCHEDULES, AND DETAILS BER DRAWN BY: DATE: 02-06-2020 SCALE: AS NOTED COMM. NO.: DRAWING NO. TEL. 1-617-479-4122 FAX. 1-617-770-4179 21 MCGRATH HIGHWAY, QUINCY, MASS. O2169 REVISIONS PLUMBING FOURTH FLOOR PLAN BER DRAWN BY: DATE: 02-06-2020 SCALE: AS NOTED COMM. NO.: DRAWING NO. TEL. 1-617-479-4122 FAX. 1-617-770-4179 21 MCGRATH HIGHWAY, QUINCY, MASS. O2169 REVISIONS LAUNDRY 103 STORAGE 102 UP STAIR 1 S01 RESTROOM 111 RESTROOM 110 COMMERCIAL SPACE 2 106 DRAWN BY: 100 VESTIBULE 1 105 COMMERCIAL SPACE 1 PLUMBING UNDERSLAB PLAN SPRINKLER ROOM 109 RESIDENTIAL LOBBY 101 ELEVATOR E01 TRASH ROOM AS NOTED VESTIBULE 2 1/8" = 1'-0" 5 4.3 3.2 1.5 6 5.3 4.7 4 3 2 1.7 1.3 1 SCALE: 104 A TEL. 1-617-479-4122 FAX. 1-617-770-4179 21 MCGRATH HIGHWAY, QUINCY, MASS. O2169 STAIR 02 L 02-06-2020 A.1 J 8.3 DATE: A.3 108 B S02 UP D COMMERCIAL SPACE 3 1.4 112 C.6 VESTIBULE 3 107 UNDERSLAB PLAN 1 2.9 G.1 K 9 REVISIONS 11 L 10 8 H 7 G BER 1.9 F E.8 E D.8 5.1 C.4 B.5 COMM. NO.: DRAWING NO. LAUNDRY 103 STORAGE 102 S01 STAIR 1 UP 110 RESTROOM PLUMBING FIRST FLOOR PLAN TEL. 1-617-479-4122 STAIR 02 RESIDENTIAL LOBBY 101 ELEVATOR E01 TRASH ROOM 105 COMMERCIAL SPACE 1 100 VESTIBULE 1 AS NOTED 108 SCALE: COMMERCIAL SPACE 2 5 4.3 3.2 1.5 FAX. 1-617-770-4179 21 MCGRATH HIGHWAY, QUINCY, MASS. O2169 9 02-06-2020 106 B.5 COMMERCIAL SPACE 3 C.4 SPRINKLER ROOM 109 1.4 6 5.3 4.7 4 3 2 1.7 1.3 1 112 A RESTROOM A.1 K DATE: B S02 2.9 BER G.1 COMM. NO.: VESTIBULE 2 1/8" = 1'-0" UP L DRAWN BY: 111 FIRST FLOOR PLAN 1 104 A.3 VESTIBULE 3 107 C.6 J 8.3 REVISIONS 11 L 10 8 H 7 G 1.9 F E.8 E D.8 5.1 D DRAWING NO. UNIT 12 215 GROUP 1 216 UNIT 13 217 UNIT 14 FAX. 1-617-770-4179 O VE N GROUP 1 208 UNIT 6 GROUP 1 207 UNIT 5 ELEVATOR E01 205 ELECTRICAL 206 STAIR 1 C.4 CORRIDOR D S01 GROUP 1 D.8 GROUP 1 E 200 PLUMBING UP PLUMBING SECOND FLOOR PLAN 214 UNIT 11 H GROUP 1 UP S02 STAIR 02 BER G.1 TEL. 1-617-479-4122 UNIT 10 213 GROUP 2A UNIT 9 JANITOR UNIT 7 209 GROUP 1 SCALE: AS NOTED UNIT 4 GROUP 1 203 UNIT 3 GROUP 1 202 UNIT 2 GROUP 1 201 UNIT 1 COMM. NO.: 204 5 6 5.3 4.7 4 02-06-2020 GROUP 1 1/8" = 1'-0" 210 G 4.3 3.2 1.5 SECOND FLOOR PLAN 1 UNIT 8 C.6 212 8 3 2 1.7 1.3 1 GROUP 1 7 J 8.3 DATE: B 211 GROUP 1 E.8 K 9 21 MCGRATH HIGHWAY, QUINCY, MASS. O2169 REVISIONS 11 L 10 1.4 5.1 F B.5 DRAWN BY: A.3 A.1 A DRAWING NO. UNIT 12 FAX. 1-617-770-4179 O 315 GROUP 1 316 UNIT 13 317 UNIT 14 N VE UNIT 6 307 UNIT 5 ELEVATOR E01 305 MECHANICAL 306 STAIR 1 308 GROUP 1 CORRIDOR ELECTRICAL C.4 S01 D E10 GROUP 1 D.8 GROUP 1 PLUMBING THIRD FLOOR PLAN BER G.1 TEL. 1-617-479-4122 314 UNIT 11 H GROUP 1 S02 STAIR 02 21 MCGRATH HIGHWAY, QUINCY, MASS. O2169 UNIT 10 313 GROUP 1 UNIT 9 JANITOR 310 UNIT 7 309 E GROUP 1 GROUP 1 303 UNIT 3 GROUP 1 302 UNIT 2 GROUP 1 301 UNIT 1 AS NOTED UNIT 4 5 4.3 6 5.3 4.7 4 3 SCALE: 304 1/8" = 1'-0" 312 7 02-06-2020 GROUP 1 THIRD FLOOR PLAN 1 GROUP 1 C.6 3.2 1.5 UNIT 8 E.8 2 1.7 1.3 1 GROUP 1 8 DATE: B 311 TYPE 2A G K 9 J 8.3 REVISIONS 11 L 10 1.4 5.1 F B.5 DRAWN BY: COMM. NO.: A.3 A.1 A DRAWING NO. FAX. 1-617-770-4179 414 UNIT 10 H GROUP 1 STAIR 02 S02 UNIT 12 415 GROUP 1 UNIT 7 UNIT 14 UNIT 13 416 417 D.8 GROUP 1 E 408 UNIT 6 GROUP 1 407 UNIT 5 ELEVATOR E01 405 MECHANICAL 406 STAIR 1 GROUP 1 CORRIDOR ELECTRICAL C.4 S01 D E28 GROUP 1 PLUMBING FOURTH FLOOR PLAN TEL. 1-617-479-4122 UNIT 9 412 GROUP 1 7 AS NOTED UNIT 4 GROUP 1 403 UNIT 3 GROUP 1 402 UNIT 2 GROUP 1 401 UNIT 1 SCALE: 404 5 6 5.3 4.7 4 21 MCGRATH HIGHWAY, QUINCY, MASS. O2169 9 02-06-2020 GROUP 1 N 1/8" = 1'-0" JANITOR 410 G 4.3 3.2 1.5 409 GROUP 1 C.6 3 2 1.7 1.3 1 UNIT 8 E.8 K DATE: B 411 GROUP 2A FOURTH FLOOR PLAN 1 BER G.1 J 8.3 REVISIONS 11 L 10 8 1.4 5.1 F B.5 DRAWN BY: COMM. NO.: A.3 A.1 A DRAWING NO. VE O FAX. 1-617-770-4179 TEL. 1-617-479-4122 21 MCGRATH HIGHWAY, QUINCY, MASS. O2169 REVISIONS BER ENLARGED UNIT PLAN - TYPICAL STUDIO 1/4" = 1'-0" PLUMBING ENLARGED TYPICAL UNIT PLANS 1 DRAWN BY: DATE: 02-06-2020 SCALE: AS NOTED COMM. NO.: 2 ENLARGED UNIT PLAN - TYPICAL 1 BEDROOM 1/4" = 1'-0" DRAWING NO. PLUMBING SPECIFICATIONS TEL. 1-617-479-4122 FAX. 1-617-770-4179 21 MCGRATH HIGHWAY, QUINCY, MASS. O2169 REVISIONS PLUMBING SPECIFICATIONS BER DRAWN BY: DATE: 02-06-2020 SCALE: AS NOTED COMM. NO.: DRAWING NO.