GENERAL NOTES - TYP ALL ARCH SHEETS
1. CONTRACTOR SHALL NOT SCALE THESE DRAWINGS FOR CONSTRUCTION PURPOSES. IN THE EVENT OF OMISSION OF NECESSARY DIMENSIONS, CONTRACTOR SHALL NOTIFY ARCHITECT.
2. VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE.
3. VERIFY SIZE, LOCATION, AND CHARACTERISTICS OF ALL WORK AND EQUIP TO BE FURNISHED BY OWNER OR OTHERS WITH MANUFACTURER OR SUPPLIER BEFORE ANY CONSTRUCTION PERTAINING TO SAME IS BEGUN.
4. VERIFY SIZE AND LOCATION OF ALL OPENINGS FOR MECH. EQUIP AND WORK WITH CONTRACTORS INVOLVED.
5. ERRORS AND/OR
BUILDING CODE DATA 2015 NEW MEXICO COMMERCIAL CODE AND 2015 NM EXISTING BUILDING CODE PROJECT: SYCAMORE SQUARE MEDICAL CENTER SINGLE TENANT (OWNER) WILL OCCUPY ENTIRE BUILDING. FIRST FLOOR SPACES ARE EXISTING TO REMAIN. LOCATION: 1400 CENTRAL AVE SE ALBUQUERQUE, NEW MEXICO 87106 OCCUPANCY USE CLASSIFICATION, PER IBC SECTION 302: TYPE B -BUSINESS W/ S-2 OPEN PARKING GARAGE CONSTRUCTION TYPE, PER IBC SECTION 602.2: TYPE V-B -EXISTING BUILDING TYPE I-B -EXISTING OPEN PARKING GARAGE TYPE II-B -ADDITION BUILDING AREA: ALLOWABLE AREA PER IBC (TYPE V-B, SM, OCCUPANCY B)85,038 SF (SEE BUILDING AREA CALCS BELOW) ACTUAL BUILDING AREA EXISTING ADDITION 1ST FLOOR 17,480 SF 0 SF 2ND FLOOR 10,084 SF 369 SF 3RD FLOOR 10,084 SF 117 SF TOTAL ACTUAL BUILDING AREA 37,648 SF + 486 SF = 38,134 SF BUILDING HEIGHT: ALLOWABLE HEIGHT IN FEET ABOVE GRADE PLANE 60 FEET (TABLE 504.3 ACTUAL HEIGHTIN FEET ABOVE GRADE PLANE 43 FEET (ROOF HT +AVG. GRADE HT) NO. OF STORIES ALLOWABLE NO. OF STORIES ABOVE GRADE PLANE 3 STORIES (TABLE 504.4) ACTUAL NO. OF STORIES ABOVE GRADE PLANE 3 STORIES FIRE PROTECTION SYSTEMS: AUTOMATIC FIRE SPRINKLER SYSTEM YES -AT EXISTING BUILDING AND ADDITION NO -AT OPEN PARKING GARAGE FIRE ALARM AND DETECTION SYSTEMS YES AT EXISTING BUILDING, EXISTING OPEN PARKING GARAGE AND ADDITION FIRE-RESISTANCE RATING REQ'MTS FOR BUILDING ELEMENTS:(TABLE 601) EXISTING BUILDING CONSTRUCTION -TYPE V-B-ADDITION -TYPE II-B STRUCTURAL ELEMENTMIN. REQ'D FIRE RESISTANCE RATING (TABLE 601) PRIMARY STRUCTURAL FRAME 0-HOUR BEARING WALLS EXT 0-HOUR BEARING WALLS INT 0-HOUR NON-BEARING EXT. WALLS (<30'-0") 0-HOUR NON-BEARING INT. PARTITIONS 0-HOUR FLOOR CONST AND SECONDARY MEMBERS 0-HOUR ROOF CONST AND SECONDARY MEMBERS 0-HOUR BUILDING AREA CALCULATIONS FRONTAGE INCREASE SINGLE-OCCUPANCY, MULTI-STORY BUILDING(TYPE V-B) If = [F/P -0.25] W/30 Aa = [At + (NS x If)] x Sa If = [215 533 -0.25] W/30 Aa = [27,000 + (9,000 x .1496)] x 3 If = [.1496] 30/30 Aa = [27,000 + (1,346)] x 3 If = .1496 Aa = [28,346] x3 Aa = 85,038
OMISSIONS IN ROOM FINISH SCHED AND DOOR SCHED DO NOT RELIEVE THE CONTRACTOR FROM WORK SHOWN ON DRAWINGS OR DESCRIBED IN THE SPECIFICATIONS. 6. CEILING HEIGHTS INDICATED ON THE REFLECTED CEILING PLANS ARE TAKEN FROM THE FINISH FLOOR ELEVATIONS. 7. ALL FRAMING DIMENSIONS ON PLAN, UNLESS NOTED OTHERWISE, ARE TO THE CENTERLINE OF STUD FRAMING, TO THE FACE OF CORRIDOR GYP BD, AND TO THE FACE OF THE EXT EDGE OF THE BUILDING SLAB. 8. IN LOCATING GLASS IN HM FRAMES, THE DIMENSIONS ARE TO THE FINISH HM FRAMES. 9. FURNISH AND INSTALL MTL CORNER BEADS AT ALL OUTSIDE CORNERS OF GYP BD PROVIDE MTL CASING BEADS WHERE GYP BD INTERSECTS OTHER MATERIALS. 10. FOR DUCT PENETRATIONS IN WALLS OTHER THAN ONE HOUR WALLS AROUND HAZARDOUS AREAS, SEAL GAPS WITH GYPSUM JOINT COMPOUND AND TAPE FOR GAPS LESS THAN 1/4". TIGHTLY PACK GAPS BETWEEN 1/4" AND 1/2" WITH FIRE SAFING INSULATION. GAPS LARGER THAN 1/2" ARE NOT ALLOWED. 11. SEAL ALL EDGES AND PENETRATIONS AROUND THE PERIMETER AND INTERIOR OF ALL CABINETS, EXPOSED PLUMBING AND DOOR FRAMES. 12. COORDINATE ROUGH-INS AND STUD WALL FRAMING LOCATIONS TO PROVIDE 18" OF CLEARANCE FROM THE CENTERLINE OF EACH WATER CLOSET BOWLS TO THE ADJACENT SIDE WALL FINISH SURFACE AND A MINIMUM OF 15" FROM THE CENTERLINE OF WALL- MOUNTED SINK TO THE ADJACENT SIDE WALL FINISH SURFACES, UNLESS NOTED OTHERWISE. 13. INSTALL BLOCKING BEHIND, BUT NOT LIMITED TO, T.V. BRACKETS, TOILET ACCESSORIES, GRAB BARS, OVERHEAD CABINETRY,
FOR HANDRAILS,
BARS, AND VANITIES SHALL BE ADEQUATE TO SUPPORT A MINIMUM OF 250 LBS OF BOTH VERTICAL AND OR HORIZONTAL LOADING FOR A MINIMUM OF 15 MINUTES.
PER IBC 1003.4, WALKING SURFACES OF THE MEANS OF EGRESS SHALL HAVE A SLIP-RESISTANT SURFACE AND BE SECURELY ATTACHED. PROJECT NO. SHEET NO. THIS DRAWING IS THE PROPERTY OF BWA Architects, PLLC. THE DRAWING(S) OR INFORMATION DEPICTED SHALL NOT BE REPRODUCED OR USED WITHOUT WRITTEN PERMISSION OF THE ARCHITECT A Abbreviations List (Architectural Only) N I D H G V Q P W O U C B F AB ANCHOR BOLT ABV ABOVE ACOUST ACOUSTIC(AL) A/C AIR CONDITIONING(ER) AD AREA DRAIN ADHES ADHESIVE ADJUST ADJUSTABLE AFF ABOVE FINISHED FLOOR AGG AGGREGATE(S) ALUM ALUMINUM ALT ALTERNATE(IVE) ANC ANCHOR ANOD ANODIZE(D) APPROX APPROXIMATE ARCH ARCHITECT(URAL) ASPH ASPHALT(IC) AUTO AUTOMATIC E T M S L K J R X GRAPHICS SYMBOL LEGEND STRUCTURAL/COLUMN REFERENCE GRID PARTITION TYPE DOOR NUMBER/ MARK EQUIPMENT MARK WINDOW TYPE MARK REVISION LEVEL LINE NEW CONTOURS TEST BORING EXISTING CONTOURS EXISTING POINT ELEVATION NEW OR REQUIRED POINT ELEVATION BUILDING SECTION DETAIL WALL SECTION BUILDING ELEVATION 222 0 E3 D1 E3 D2 TB-1 222 0 222.0' 222.0 ISSUE DATE LOCATION MAP INTERIOR ELEVATION DETAIL DIRECTIONAL ROOM/ SPACE NUMBER DETAIL BOOKLET REFERENCE ENLARGED DETAIL DETAIL BOOKLET SECTION REFERENCE W/O ARROW NONDIRECTIONAL AREA MAP BD BOARD BIT BITUMEN BLDG BUILDING BLK BLOCK BLKG BLOCKING BM BEAM B.M. BENCH MARK BOT BOTTOM BRK BRICK BSMT BASEMENT BUR BUILT-UP ROOFING CAB CABINET CC CENTER TO CENTER CF CUBIC FOOT CG CORNER GUARD CHBD CHALKBOARD CI CAST IRON CJ CONTROL JOINT CL CLOSET CLG CEILING CLR CLEAR(ANCE) CMT CERAMIC MOSAIC TILE CMU CONCRETE MASONRY UNIT CFMF COLD FORMED METAL FRAM'G CNTRL CONTROL COL COLUMN CONC CONCRETE CONST CONSTRUCTION CONT CONTINOUOUS COR CORRIDOR CORR CORRUGATED CPT CARPET CRS COURSE COURSING CT CERAMIC TILE CTR CENTER CW COLD WATER CY CUBIC YARD DEMO DEMOLISH DEMOLITION DF DRINKING FOUNTAIN DH DOUBLE HUNG DIA DIAMETER DIAG DIAGONAL DIM DIMENSION DIV DIVISION DL DEAD LOAD DMPR DAMPER DR DOOR DS DOWN SPOUT DTL DETAIL DWG DRAWING(S) DWR DRAWER EA EACH EB EXPANSION BOLT EIFS EXT. INSUL AND FIN SYSTEM EJ EXPANSION JOINT ELEC ELECTRIC(AL) ELEV ELEVATION EQ EQUAL EQUIP EQUIPMENT ETR EXISTING TO REMAIN EXCAV EXCAVATE(TION) EXG EXISTING EXP EXPANDABLE EXPANSION EXT EXTERIOR EW EACH WAY EWC ELECTRIC WATER COOLER EWOC EACH WAY ON CENTER FA FIRE ALARM FACP FIRE ALARM CONTROL PANEL FAC FIN FACTORY FINISH FAS FASTEN(ER) FBO FURNISHED BY OTHERS FC FIRE CODE FD FLOOR DRAIN FE FIRE EXTINGUISHER FEB FIRE EXTING. BRACKET FEC FIRE EXTING. CABINET FF FINISH FLOOR FHS FIRE HOSE STATION FIN FINISH(ED) FIX FIXTURE FLASH FLASHING FLR FLOOR(ING) FOUND FOUNDATION FP FIREPROOF(ING FTG FOOTING FR FIRE RATED (RATING) FRM FRAME(D)(ING) FURR FURRING(ED) FV FIELD VERIFY FWC FABRIC WALL COVERING GA GAUGE GALV GALVANIZED GB GRAB BAR GC GENERAL CONTRACTOR GL GLASS OR GLAZING GYP BD GYPSUM BOARD HB HOSE BIB HC HOLLOW CORE HDBD HARDBOARD HDCP HANDICAP HDWD HARDWOOD HDWR HARDWARE HM HOLLOW METAL HORIZ HORIZONTAL HT HEIGHT HTG HEATING HVAC HEATING, VENTILATION & AIR CONDITIONING HW HOT WATER H/C HANDICAPPED ACCESSIBLE ID INSIDE DIAMETER INCL INCLUDE(D)(ING) INSUL INCLUDE(D)(TION) INT INTERIOR JAN JANITOR JST JOIST JT JOINT KO KNOCK OUT KD KNOCK DOWN LAM LAMINATE(D) LAV LAVATORY LB LAG BOLT LBL LABEL LH LEFT HAND LL LIVE LOAD LT LIGHT LT FIXT LIGHT FIXTURE LVR LOUVER LW LIGHT WEIGHT MAS MASONRY MATL MATERIAL(S) MAX MAXIMUM MB MACHINE BOLT MBR MEMBER MECH MECHANICAL MED MEDIUM MEM MEMBRANE MANF MANUFACTURER MH MANHOLE MIN MINIMUM MIR MIRROR MISC MISCELLANEOUS MO MASONRY OPENING MOD MODULAR MS MACHINE SCREW M SINK MOP SINK MTL METAL MULL MULLION NIC NOT IN CONTRACT NOM NOMINAL NR NOISE REDUCTION NRC NOISE REDUCTION COEFFICIENT NTS NOT TO SCALE OA OVERALL OC ON CENTER(S) OD OUTSIDE DIAMETER OF/CI OWNER-FURNISHED CONTRACTORINSTALLED OF/OI OWNER-FURNISHED OWNER INSTALLED OH OVERHEAD OPH OPPOSITE HAND OPNG OPENING OPP OPPOSITE PART PARTITION PEMB PRE-ENGINEERED METAL BUILDING PRKG PARKING PLAM PLASTIC LAMINATE PNT PAINT(ED) PREFIN PREFINISHED QT QUARRY TILE R RISER RA RETURN AIR RAD RADIUS RB RUBBER BASE RCP REINFORCED CONCRETE PIPE RD ROOF DRAIN REC RECOMMENDATION REF/RE: REFERENCE, REFER TO REINF REINFORCE(D)(ING) REQ'D REQUIRED REV REVISION(S), REVISED RH RIGHT HAND RM ROOM RO ROUGH OPENING ROW RIGHT OF WAY R/S ROD AND SHELF SCHED SCHEDULE SC SOLID CORE SD SOAP DISPENSER SF SQUARE FOOT(AGE) SQUARE FEET SH SINGLE HUNG SHT SHEET SHTG SHEATHING SM SIMILAR SJ SCORED JOINT SND SANITARY NAPKIN DISPENSER SPEC SPECIFICATION(S) SPKR SPEAKER SS SANITARY SEWER S SINK SERVICE SINK S STL STAINLESS STEEL STD STANDARD STL STEEL STD STANDARD STL STEEL STOR STORAGE STRUCT STRUCTURE(AL) SUSP SUSPENDED SY SQUARE YARD(S)(AGE) SYN SYNTHETIC T TREAD OR TOP TC TOP OF CURB TEMP TEMPERATURE T&G TONGUE & GROOVE THK THICK(NESS) TM TOP OF MASONRY TPH TOILET PAPER HOLDER TOM TOP OF MASONRY TOS TOP OF STEEL TOW TOP OF WALL TYP TYPICAL TV TELEVISION UNO UNLESS NOTED OTHERWISE UR URINAL VAR VARIATION, VARIABLE,VARIES VB VAPOR BARRIER VCT VINYL COMPOSITION TILE VERT VERTICAL VIF VERIFY IN FIELD VNR VENEER VWC VINYL WALL COVERING VWF VINYL WALL FABRIC W/ WITH WAINS WAINSCOT WC WATER CLOSET WD WOOD WH WATER HEATER WNDW WINDOW W/O WITHOUT WP WATERPROOF(ING) WS WOOD SCREW WWF WELDED WIRE FABRIC D22012 A000.1 SYCAMORE SQUARE MEDICAL CENTER
CITY OF ALBUQUERQUE ADOPTED BUILDING CODES • The 2015 New Mexico Mechanical Code; including Appendixes A, B, C, and D; The 2015 New Mexico Plumbing Code; including Appendixes A, B, D E, F, I, and L; The 2012 New Mexico Solar Energy Code; The 2018 International Energy Conservation Code; • The 2015 New Mexico Commercial Building Code including Appendix Chapters E and I, but not including: Appendix Chapters A, B, C, D, F, G, H, J, and K; The 2015 New Mexico Earthen Building Materials Code; • The New Mexico Historic Earthen Building Code; The 2015 New Mexico Existing Building Code; The 2015 International Code Council Performance Code for Building and Facilities, including all Appendix • Chapters as published by the International Code Council; The 2017 New Mexico Electrical Code; The 2012 New Mexico Electrical Safety Code; • Errata sheets to the adopted portions of Codes promulgated by he International Code Council, International Association of Plumbing and Mechanical Officials and National Electrical Code ADDAG 2010 PROJECT LOCATION SITE
WRITING COUNTERS, MILLWORK KNEE BRACES, SHELVING, AND ALL MISC INTERIOR WALL-HUNG EQUIP. BLOCKING
GRAB
14.
- STAIR ADDITION
PROJECT NO. SHEET NO. PROJECT ISSUE DATE SHEET LIST SHEET LIST CURRENT ISSUE PREVIOUS ISSUE DELETED DRAWINGS NOTES: CURRENT ISSUE PREVIOUS ISSUE DELETED DRAWINGS NOTES: D22012 A000.2 10.21.22 SHEETTITLE GENERAL A000.1COVER ADDITION A000.2SHEET INDEXADDITION A002.1CODE DATA LIFE SAFETY EGRESS PLAN LEVEL 1 / SITE PLAN ADDITION A003.1LIFE SAFETY EGRESS PLANS-ADDITION-LEVEL 2&3 STRUCTURAL S100GENERAL INFORMATION S101GENERAL INFORMATION S102SECOND FLOOR DEMO PLAN S103SECOND FLOOR FRAMING PLAN S104STAIR FRAMING PLANS S105FRAMING DETAILS & ELEVATIONS S106TYPICAL DECK DETAILS ARCHITECTURAL A100.1STAIR ADDITION PLANS AND DETAILS A100.2STAIR ADDITION DETAILS A100.3STAIR ADDITION DOOR SCHEDULE AND DETAILS MECHANICAL M100STAIR ADDITION MECHANICAL ELECTRICAL E700STAIR ADDITION PLANS AND DETAILS- LIGHTING E701STAIR ADDITION PLANS AND DETAILS POWER N O S S U E D F O R D A T E P E R M I T A N D B D D N G S E T 1 0 2 1 2 2 N O S S U E D F O R D A T E P E R M I T A N D B D D N G S E T 1 0 2 1 2 2
UP FAAP BUILDING CODE DATA 2015 NEW MEXICO COMMERCIAL CODE AND 2015 NM EXISTING BUILDING CODE PROJECT: SYCAMORE SQUARE MEDICAL CENTER SINGLE TENANT (OWNER) WILL OCCUPY ENTIRE BUILDING. FIRST FLOOR SPACES ARE EXISTING TO REMAIN. LOCATION: 1400 CENTRAL AVE SE ALBUQUERQUE, NEW MEXICO 87106 OCCUPANCY USE CLASSIFICATION, PER IBC SECTION 302: TYPE B -BUSINESS W/ S-2 OPEN PARKING GARAGE CONSTRUCTION TYPE, PER IBC SECTION 602.2: TYPE V-B -EXISTING BUILDING TYPE I-B -EXISTING OPEN PARKING GARAGE TYPE II-B -ADDITION BUILDING AREA: ALLOWABLE AREA PER IBC (TYPE V-B, SM, OCCUPANCY B)85,038 SF (SEE BUILDING AREA CALCS BELOW) ACTUAL BUILDING AREAEXISTING ADDITION 1ST FLOOR 17,480 SF 0 SF 2ND FLOOR 10,084 SF 369 SF 3RD FLOOR 10,084 SF 117 SF TOTAL ACTUAL BUILDING AREA 37,648 SF + 486 SF = 38,134 SF BUILDING HEIGHT: ALLOWABLE HEIGHT IN FEET ABOVE GRADE PLANE 60 FEET (TABLE 504.3 ACTUAL HEIGHTIN FEET ABOVE GRADE PLANE 43 FEET (ROOF HT +AVG. GRADE HT) NO. OF STORIES ALLOWABLE NO. OF STORIES ABOVE GRADE PLANE 3 STORIES (TABLE 504.4) ACTUAL NO. OF STORIES ABOVE GRADE PLANE 3 STORIES FIRE PROTECTION SYSTEMS: AUTOMATIC FIRE SPRINKLER SYSTEM YES -AT EXISTING BUILDING AND ADDITION NO -AT OPEN PARKING GARAGE FIRE ALARM AND DETECTION SYSTEMS YES AT EXISTING BUILDING, EXISTING OPEN PARKING GARAGE AND ADDITION FIRE-RESISTANCE RATING REQ'MTS FOR BUILDING ELEMENTS:(TABLE 601) EXISTING BUILDING CONSTRUCTION -TYPE V-B-ADDITION -TYPE II-B STRUCTURAL ELEMENTMIN. REQ'D FIRE RESISTANCE RATING (TABLE 601) PRIMARY STRUCTURAL FRAME 0-HOUR BEARING WALLS EXT 0-HOUR BEARING WALLS INT 0-HOUR NON-BEARING EXT. WALLS (<30'-0") 0-HOUR NON-BEARING INT. PARTITIONS 0-HOUR FLOOR CONST AND SECONDARY MEMBERS 0-HOUR ROOF CONST AND SECONDARY MEMBERS 0-HOUR BUILDING AREA CALCULATIONS FRONTAGE INCREASE SINGLE-OCCUPANCY, MULTI-STORY BUILDING(TYPE V-B) If = [F/P -0.25] W/30 Aa = [At + (NS x If)] x Sa If = [215 533 -0.25] W/30 Aa = [27,000 + (9,000 x .1496)] x 3 If = [.1496] 30/30 Aa = [27,000 + (1,346)] x 3 If = .1496 Aa = [28,346] x3 Aa = 85,038 1HR RATED WALL ACOUSTICAL (NON-RATED) PARTITION 1HR RATED WALL - ACOUSTICAL PARTITION TYPE LEGEND PARTITION TYPE TAG LEGEND A2r PARTITION TYPE CATEGORY VARIATION WITHIN CATEGORY MODIFIER MODIFIERS (all lower case): a = ACOUSTICAL (BATT INSULATION) = RATED s = SMOKE ra = RATED ACOUSTICAL p = PARTIAL HEIGHT 48" "Y S-1" CENTRAL AVENUE SE OPEN TO ABOVE EXISTING TO REMAIN SHOWN SHADED GROUND FLOOR 4,039 SF GARAGE 13,441 SF TOTAL 17,480 SF 32 PARKING SPACES PROPERTY LINE EXISTING 1-HOUR SEPARATION TO REMAIN OUTSIDE FACE OF BUILDING ABOVE OUTSIDE FACE OF BUILDING ABOVE 1-HOUR FLOOR CEILING ASSEMBLY TO REMAIN PROPERTY LINE PROPERTY LINE VAN PARKING NO WORK IN THIS SPACE (SHOWN HATCHED) PROPERTY LINE NO WORK IN THIS SPACE (SHOWN HATCHED) ISSUE DATE PROJECT NO. SHEET NO. REVISIONS THIS DRAWING IS THE PROPERTY OF BOYNTON WILLIAMS & ASSOCIATES. THE DRAWING(S) OR INFORMATION DEPICTED SHALL NOT BE REPRODUCE D OR USED WITHOUT WRITTEN PERMISSION OF THE ARCHITECT D22012 A002.1 10.21.22 SYC A MORE SQU A RE MEDIC A L CENTERA DDITION CODE D ATA / LIFE SAF ETY EGRESS PLANLEVEL 1 / SITE PLAN ADDIT ION ZONING: IDO ZONE DISTRICT: MX-M IDO DISTRICT DEFINITION: MODERATE INTENSITY IDO ZONING DESCRIPTION: IDO CATEGORY: MIXED-USE OLD ZONING DESIGNATION: SU-2 OLD ZONING DESCRIPTION: CMU OLD ZONING CATEGORY: COMMERCIAL COMMERCIAL SERVICE LOCATED WITHIN PREMIUM TRANSIT STATION RADIUS PRESBYTERIAN STAT ON OCCUPANCY AND REQUIRED NUMBER OF PARKING SPACES DOES NOT CHANGE OR INCREASE THE REQUIRED NUMBER OF SPACES. 48 EXISTING PARKING SPACES PROVIDED AND TO REMAIN PATH OF TRAVEL DISTANCES - ADDITION PATH NAME LONGEST TRAVEL DISTANCE TO EXIT 90' 1" 81' 6" 97' 0" 78' 2" 95' 5" 63' 4" 73' 8" 79' 8" 65' 8" 83' 10" 92' 9" EGRESS WIDTH SCHEDULE NAME CLEAR WIDTH (INCHES) MULTIPLIEROCC LOAD ALLOWABLE LOAD EXITS A340.2144170 A360.2144180 B1360.2144180 B2360.218180 C1360.2144180 C2360.217180 C3360.2144180 D360.233180 D340.233170 E360.233180 F360.260180 G360.260180 STAIRWAYS S-1480.2144240 S-2440.260220 TOTAL (INCHES)520 SCALE: 1/8" = 1'-0" A002.1 1 LIFE SAFETY EGRESS PLAN -LEVEL 1 / SITE PLAN -ADDITION NO.DESCRIPTIONDATE
FACP DN REF. 46" "Y" 46" "Y" ALTERATION PROJECT UNDER SEPERATE PERMIT BP-2022-47783 NOTE:FORMER EXIT THIS LOCATION WAS 34" CLEAR WIDTH (36" DOOR) 48" "Y" ADDITION 486 SF STORE STAIR 46" "Y" ALTERATION PROJECT UNDER SEPERATE PERMIT BP-2022-47783 NOTE:FORMER EXIT THIS LOCATION WAS 34" CLEAR WIDTH (36" DOOR) 48" "Y" STORE STAIR ISSUE DATE PROJECT NO. SHEET NO. REVISIONS THIS DRAWING IS THE PROPERTY OF BOYNTON WILLIAMS & ASSOCIATES. THE DRAWING(S) OR INFORMATION DEPICTED SHALL NOT BE REPRODUCE D OR USED WITHOUT WRITTEN PERMISSION OF THE ARCHITECT D22012 A003.1 10.21.22 SYC A MORE SQU A RE MEDIC A L CENTERA DDITION LIFE SAFET Y EGRESS PLANS-ADDITION-LEVEL2&3 SCALE: 1/8" = 1'-0" A003.1 1 LIFE SAFETY EGRESS PLAN -LEVEL 2 / ADDITION SCALE: 1/8" = 1'-0" A003.1 2 LIFE SAFETY EGRESS PLAN -LEVEL 3-ADDITION EXISTING 3 STORY BUILDING 10,084 SF EXISTING 3 STORY BUILDING 10,084 SF NO.DESCRIPTIONDATE
PARTITION TYPE GENERAL NOTES
UP DN A100.2 STORE A251 STAIR A250 CORRIDOR A251.0 A250.1 A250.0 T R E A D W ID T H 4'0" 10' 2 7/8" 10' 10 1/2" 1" EJ 2 A100.2 DOWNSPOUT. S3 S3 D2 S3 STRUCTURAL STEEL COLUMN, TYP (REFER STRUCT) 2' 0" 3' 9 5/8" 10' 1/2" 15' 3" 6' 7" 1' 11 1/8" 1" E.J. EXTERIOR 3 A100.2 102 101 101 A100.2 1' 2 5/8" A100.2 1 A100.2 B1 11 3/8" 101 4" 101 EXISTING TO REMAIN 1" E.J. 105 B2 34' 4 1/2" B 104 S3 4 A100.2 STORE A351 STAIR A350 CORRIDOR A351.0 A350.0 A100.2 8" C L R 4'0" 9' 0" CLR A100.1 10' 10 1/2" 1" EJ 34' 4 1/2" 1" E.J. DOWNSPOUT. C L R 4'0" A100.1 8 OH S3 S3 STRUCTURAL STEEL COLUMN, TYP (RE: STRUCT) 10/ A100.1 101 A100.2 7 A100.2 5 A100.2 D2 10' 10 1/4" LANDING 7' 1/2" 7" 102 B1 S3 3' 11 1/4" CLR 11 TREADS= 10' 1" 1' 0" HANDRAIL EXT B2 101 1" E.J. 1" E.J. 34' - 4 1/2" F.V. 1" E.J. 10' 7 1/2" 23' 6 5/8" 1' 1 3/4" 9' 3 1/2" 15' 1/2" 6' 11 1/2" 1' - 0" 10 TREADS= 9' 2" 10' 10 1/4" LANDING 6' 11 1/2" 1' 5" 1" E.J. 1' 0" 107 108 EXTERIOR FACE OF EXISTING WALL EXTERIOR FACE OF EXISTING WALL 1" E.J. 1" E.J. S3 B1 101 D103 D105 D109 EXTERIOR D104 D104 D101 D101 D101 D102 D104 EXISTING TO REMAIN REMOVE FLOORING RE:STRUCTURES D106 D106 A100.2 A100.1 9 D107 D107 A100.1 Sim D103 D102 OH D101 D108 D108 D101 102 TYP 10/ A100.1 DOWNSPOUT. 2' 1 7/8" 103 9 A100.2 BATT INSULATION EXISTING TO REMAIN 1" EJ ALIGN TO EXISTING WALL FINISH BELOW 4" 1' 10 5/8" EXISTING TO REMAIN RE:PARTITION TYPE 3 5/8 MTL STUD FRAMING 9' - 0" STORE A251 OPEN TO ABOVE STAIR 9 A100.2 2X2 APC 101 TYP STORE A351 STAIR A350 D2 102 TYP A100.2 3 LAYERS GWB ON 3 5/8" MTL STUD EXISTING TO REMAIN REMOVE EXISTING PLASTER THIS AREA AS REQUIRED FOR NEW EXPANSION JOINT (F.V.) 11 3/4" 1' 8 3/8" F.V. 2" F.V. 9" F.V. 11 A100.1 NOTE: REFER 8/A100.1 FOR BALANCE OF INFORMATION EXISTING BALCONY WALL SWEEP NEW SHAFT WALL D108 REMOVE EXISTING PLASTER THIS AREA AS REQUIRED FOR NEW EXPANSION JOINT (F.V.) OPEN BEYOND EXISTING WALL TO REMAIN SHADED. TYP 2" F.V. EXISTING WALL SWEEP 9" F.V. 1' 8 3/8" F.V.
EXISTING WALLS TO REMAIN EXISTING CONSTRUCTION TO BE REMOVED EXISTING WINDOW TO BE REMOVED EXISTING DOOR TO BE REMOVED EXISTING OVERHEAD DOOR TO BE REMOVED 2"F.V. 8 1/8" F.V. REMOVE EXISTING PLASTER THIS AREA AS REQUIRED FOR NEW EXPANSION JOINT (F.V.) BALCONY OPENING EXISTING WALL TO REMAIN SHADED. TYP DOOR MARK KEY A101A WALL/FIXTURE WHERE OCCURS MULTIPLE DOOR DESIGNATION AREA DESIGNATION SEE KEY PLAN DOOR/ROOM NO IN WALL (SEE PLAN) 4" TYP (UON) OR CENTER DOOR OF DOOR WITH CLOSER) 1'-0" CLR MIN (@ PUSH SIDE (AT LATCH SIDE) 1'-6" CLR MIN 1. REFER TO SHEET A100.1 FOR ALL DEMO KEYNOTES. 2. THE TOTAL AMOUNT OF DEMOLITION REQUIRED FOR THE PROJECT IS NOT INDICATED ON THE PLANS. THEY ARE INCLUDED FOR THE CONVENIENCE OF THE CONTRACTOR. THEY INDICATE THE GENERAL EXTENT OF THE REMOVAL WORK REQUIRED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FULLY INSPECT THE BUILDING AND VERIFY ALL CONDITIONS AND FULL EXTENT OF DEMOLITION PRIOR TO SUBMITTING BID. 3. THE SUBCONTRACTORS FOR PLUMBING, ELECTRICAL, AND HVAC ARE RESPONSIBLE FOR ESTABLISHING THE SCOPE OF DEMOLITION REQUIRED TO PERFORM THE WORK FOR THEIR RESPECTIVE TRADE. DEMOLITION DRAWINGS FOR THESE DISCIPLINES ARE INCLUDED FOR THE CONVENIENCE OF THE CONTRACTOR. 4. MAINTAIN BUILDING IN STRUCTURALLY SOUND CONDITION AT ALL TIMES. DO NOT REMOVE ANY PORTION OF THE BUILDING STRUCTURE INCLUDING COLUMNS, LOAD BEARING WALLS, BEAMS FLOOR CONSTRUCTION, PERIMETER WALLS OR FIREPROOFING OF STRUCTURAL ELEMENTS UNLESS SPECIFICALLY NOTED. 5. PROTECT ALL FINISHES AND COMPONENTS OF BUILDING WHICH ARE TO REMAIN. ANY DAMAGED MATERIAL, EQUIPMENT OR ITEMS TO REMAIN SHALL BE REPAIRED OR REPLACED TO MATCH EXISTING CONSTRUCTION, AND ARE THE RESPONSIBILITY OF THE G.C. 6. MAINTAIN CODE COMPLIANT AND UNOBSTRUCTED EXIT PATHS AT ALL TIMES. 7. VERIFY CONCEALED CONSTRUCTION CONDITIONS PRIOR TO REMOVAL OF ANY ITEMS. CAREFULLY ASSESS EACH ITEM TO BE REMOVED FOR DETRIMENTAL RESULTS IF REMOVED. PERFORM EXPLORATORY DEMOLITION TO DETERMINE METHODS OF ATTACHMENTS, UTILITY INTERFACES, INTERCONNECTIONS AND OTHER CONCEALED CONDITIONS PRIOR TO DEMOLITION. 8. PRIOR TO DEMOLITION WORK, THE CONTRACTOR SHALL ASSESS AND IDENTIFY UTILITIES WITHIN THE DEMOLITION AREA THAT SERVE OCCUPIED SPACES OUTSIDE OF THE AREA OF THAT PHASE OF WORK. THOSE UTILITIES SHALL BE PROTECTED AND RE-SUPPORTED WHERE NECESSARY TO MAINTAIN CONTINUITY OF SERVICE. 9. WHERE PARTIAL DEMOLITION IS NOT INDICATED BUT IS NECESSARY TO PERFORM NEW WORK, THAT AREA SHALL BE REMOVED AS NECESSARY AND REFINISHED/REPLACED TO MATCH THE EXISTING CONTIGUOUS CONSTRUCTION. 10. OWNER HAS FIRST RIGHT OF REFUSAL FOR ALL DEMO ITEMS. IF OWNER DOES NOT WISH TO RETAIN DEMO ITEMS, CONTRACTOR SHALL DISPOSE OF IN A PROPER MANNER. 11. CONTRACTOR SHALL RELOCATE ANY DEMO ITEMS THE OWNER WISHES TO RETAIN TO A LOCATION DESIGNATED BY THE OWNER. RELOCATION AREA TO BE WITHIN 10 MILE RADIUS OF THE CONSTRUCTION SITE. CONTRACTOR SHALL TAKE CARE TO NOT DAMAGE SUCH ITEMS DURING TRANSPORT. 12. ITEMS DESIGNATED TO BE REMOVED AND SALVAGED SHALL BE DELIVERED TO A SAFE REMOTE LOCATION FOR RETROFITTING OR A SAFE LOCATION ON SITE FOR CLEANING AND STORAGE BY THE CONTRACTOR. 13. THE CONTRACTOR SHALL ASSURE THE EXISTING BUILDING IS WEATHER TIGHT AT THE END OF EACH WORKDAY ANY DAMAGE TO THE EXISTING BUIDLING OR FURNISHING DUE TO CONTRACTOR NOT MAINTAINING THE BUILDING A WEATHER TIGHT CONDITION SHALL BE REPAIRED OR REPLACE TO ORIGINAL CONDITION BY THE CONTRACTOR AT CONTRACTOR'S EXPENSE. 14. PROTECTION IS TO BE PROVIDED AT ALL ROOF LEVELS OF EXISTING AND NEW DURING CONSTRUCTION AND ACCESS. GENERAL DEMOLITION NOTES GENERAL NOTES 1. REFER TO SHEET A100.1 FOR ALL CONST KEYNOTES (#) 2. REFER TO SHEET A100.3 FOR ALL PARTITION TYPES 3. REFER TO SHEET A100.3 FOR ALL DOOR WINDOW ELEVATIONS 4. REFER TO SHEET A100.3 FOR ROOM FINISH LEGEND 5. REFER TO SHEET A100.3 FOR MATERIAL FINISH LEGEND 6. COORDINATE EXACT PLACEMENT OF ALL CEILING DEVICES IN GYP BD CEILING EXPOSED STRUCTURE CEILING AREAS WITH ARCH PRIOR TO INSTALLATION. 7. WHERE WALL TYPE WITH GYP BD FINISH AND DIFFERENT THICKNESS JOIN IN SAME PLANE, ALIGN FACE OF GYP BD. 8. REFER TO SHEET A012 FOR TYPICAL NON-BEARING METAL STUD FRAMING DETAILS. 9. ALL DIMENSIONS ARE FROM COLUMN REFERENCE LINE TO CENTER OF STUD, UNLESS NOTED OTHERWISE. 10. PROVIDE FRT WOOD BLOCKING AT ALL TOILET PARTITIONS, GRAB BARS, AND HAND RAILS.
DEMOLITION LEGEND
1. ALL FIRE-RATED PARTITIONS SHALL BE NOTED ACCORDINGLY ABOVE CEILING WITH 2" HIGH BLOCK LETTERS IN RED PAINT ON BOTH SIDES OF WALL AT 10'-0" MIN. INTERVALS. 2.
BELOW FINISH CEILING. 3. BLOCKING
WALLS
EITHER LIGHT GAGE (16GA METAL STUDS OR FIRE RETARDANT 2X WOOD BLOCKING
INDICATED ON SHEET A012. 4.
THROUGH
STUD
BELOW SLIP
5. WHERE STUDS, ARE FASTENED TO DECK, ONLY USE FASTENERS. THAT DO NOT PENETRATE THRU TOP OF DECKING. 6. ALL METAL STUD SPACING TO BE 16" O.C. (UNO) 7. ALL METAL STUDS TO BE 20 GAUGE (UNO) HATCH LEGEND EXISTING TO REMAIN NEW INFILL WALL STAIR ADDITION - ROOM FINISH SCHEDULE STAIR A250 - CEILING - PAINT - COLOR TBD - WALLS - PAINT - COLOR TBD - WALL BASE - 4" x 120' ROLL RUBBER BASE - COLOR TBD - FLOOR - SEALED CONCRETE - NOTE: ALL EXPOSED STEEL TO BE PAINTED - COLOR TBD STORE A251 - CEILING - 2 2 ACOUSTICAL CEILING TILE EQ TO ACT1 - WALLS - PAINT - COLOR TBD - WALL BASE - 4" x 120' ROLL RUBBER BASE - COLOR TBD - FLOOR - SOLID VINYL TILE EQ TO SV1 STORE A351 - CEILING - PAINT - COLOR TBD - WALLS - PAINT - COLOR TBD - WALL BASE - 4" x 120' ROLL RUBBER BASE - COLOR TBD - FLOOR - SOLID VINYL TILE EQ TO SV1 ISSUE DATE PROJECT NO. SHEET NO. REVISIONS THIS DRAWING IS THE PROPERTY OF BOYNTON WILLIAMS & ASSOCIATES. THE DRAWING(S) OR INFORMATION DEPICTED SHALL NOT BE REPRODUCE D OR USED WITHOUT WRITTEN PERMISSION OF THE ARCHITECT D22012 A100.1 10.21.22 SYC A MORE SQU A RE MEDIC A L CENTERA DDITION STAI R ADDITI ON PLANS A ND DETAILS SCALE: 1/4" = 1'-0" A100.1 3 NEW STAIR PLAN -LEVEL 2 SCALE: 1/4" 1'-0" A100.1 NEW STAIR PLAN -LEVEL 3 SCALE: 1/4" = 1'-0" A100.1 1 STAIR DEMOLITION PLAN -LEVEL 2 -ADDITION SCALE: 1/4" = 1'-0" A100.1 2 STAIR DEMOLITION PLAN -LEVEL 3 -ADDITION SCALE: 1/4" = 1'-0" A100.1 7 ROOF PLAN -STAIR SCALE: 1/2" 1'-0" A100.1 8 NEW WALL / EXPANSION JOINT DTL-LEVEL 3 SCALE: 1/4" = 1'-0" A100.1 4 REFLECTED CEILING PLAN -LEVEL 2 SCALE: 1/4" 1'-0" A100.1 REFLECTED CEILING PLAN -LEVEL 3 SCALE: 1 1/2" = 1'-0" A100.1 SIDING DEMOLITION PLAN DETAIL-LEVEL 3 SCALE: 1 1/2" = 1'-0" A100.1 10 SIDING DEMOLITION ELEVATION DETAIL-LEVEL 3 SCALE: 1 1/2" = 1'-0" A100.1 11 SIDING DEMOLITION ELEVATION DETAIL-LEVEL 3 NOTE:EXISTING TO REMAIN SHOWN SHADED, TYP. NOTE:EXISTING TO REMAIN SHOWN SHADED, TYP. NOTE:EXISTING TO REMAIN SHOWN SHADED, TYP. NOTE:EXISTING TO REMAIN SHOWN SHADED, TYP. NOTE:EXISTING TO REMAIN SHOWN SHADED, TYP. NOTE:EXISTING TO REMAIN SHOWN SHADED, TYP. NOTE:EXISTING TO REMAIN SHOWN SHADED, TYP. CONSTRUCTION KEYNOTES -ADDITION 101NEW WALL INFILL INSIDE FORMER WINDOW OPENING EIFS ON INSUL BD ON 5/8" GYP SHEATHING ON METAL STUD FRAMING W/ BATT INSULATION INFILL. 102EXISTING WALL TO REMAIN. 103NEW ROOFING SYSTEM. 104RE:STRUCT FOR NEW FLOORING. 105PATCH STEPS/MATCH TO EXISTING. 106PATCH WALLS WHERE WALLPACKS HAS BEEN TAKEN OFF. 107GUARDRAIL. 108HANDRAIL. 109MTL COPING 110EIFS SYSTEM DEMOLITION KEYNOTES-ADDITION D101REMOVE EXISTING WINDOWS CAREFULLY AND PROTECT EXISTING WALLS. D102REMOVE EXISTING DOOR AND DOOR FRAME. TAKE CARE NOT TO DAMAGE ADJACENT SURFACES TO REMAIN. PREP EXISTING CONDITIONS AS REQUIRED TO INFILL THE CAVITY. D103REMOVE EXISTING STAIRCASE/RAILING/ASSOCIATED SUPPORT. D104REMOVE PAVING AND PREP EXISTING CONDITIONS AS REQUIRED. (RE:STRUCT) D105REMOVE EXISTING PLANTER AND COLUMN BELOW STAIRCASE D106REMOVE EXISTING PIPE BOLLARD CAREFULLY. D107REMOVE EXISTING WALLPACK AND PATCH AS REQUIRED WITH NEW MATERIAL TO MATCH EXISTING D108REMOVE EXISTING PLASTER THIS AREA AS REQUIRED FOR NEW EXPANSION JOINT (F.V.) D109STEPS UNDER THE PLANTER REMAINS AS IT IS. MATCH FINISHES TO EXISTING NO.DESCRIPTIONDATE
THERE SHALL BE NO CONTINUOUS HORIZONTAL GYPSUM BOARD JOINTS
IN
TO BE
AS
WHERE TOP SLIP TRACK IS SCHEDULED, DO NOT FASTEN GYPSUM BOARD
TOP SLIP TRACK, ONLY THROUGH VERTICAL
FRAMING
TRACK.
2 A100.2 A100.2 6 A100.2 12 7' 8 5/8" A100.2 8 A100.2 4' 0" 8" 4' 0" EXISTING TO REMAIN RB 1 T.O.S 136' -0" RE:STRUCT A100.3 8 STORE STORE STAIR STAIR A100.3 9 A351.0 A251.0 A350.0 A250.1 RE:STRUCT NEW WALL CEILING AS SCHEDULE RB 1 A250.0 2' 5 3/8" 1" EJ DOWNSPOUT. A100.2 T.O.P 139' -2" RE:STRUCT 2ND FIN FLR 113' -5 7/8" A100.2 T.O.S 136' -0" 110 109 A100.2 11 A100.2 13 MTL STUD FRM'G SPRAY FOAM AIR BARRIER-FULLY SEAL AT TOP OF WALL AS SHOWN BATT INSULATION 5/8" GYPSUM SHEATHING EIFS AIR VAPOR BARRIER SINGLE PLY MEMBRANE ROOFING SYSTEM 6" 6" CFMF RE"12/A100.2 FOR BALANCE OF INFORMATION 2X WD NAILER SPRING LOCK TYPE PRE-FIN MTL COPING (RE:SPEC) SINGLE PLY MEMBRANE ROOFING SYSTEM 6" CFMF T.O.P. 139' -2" RE:11/A100.2 FOR BALANCE OF INFORMATION CONT. SEALANT CONT RAIL, ATTACH AT 8" - 12" MAX OC SURFACE MOUNTED COUNTER FLASHING. EXTEND 6" BEYOND EXP. JT. COVER EA. SIDE EXP. JT. COVER CONT. PREFAB MTL CLEAT BASE SHEET 1" EJ 8" BLOCKING A100.2 14 EXISTING TO REMAIN SINGLE PLY MEMBRANE ROOFING SYSTEM RIGID INSULATION RIGID INSULATION COVER BD T.O.S 136' -0" PLYWOOD SHEATHING RE:STRUCTURE RE:7/A100.2 FOR BALANCE OF INFORMATION 1" EJ 4 5/8" 1" FIRE RATED GYPSUM COREBOARD LINER TYPE X 5/8" GYPSUM WALL BOARD EXPANSION JOINT RE:STRUCTURE EXISTING TO REMAIN TYP 4' 0" A350.0 A250.1 A251.0 A351.0 STAIR STAIR STORE STORE CEILING AS SCHEDULE RB 1 RE:STRUCT A100.2 10 1" EXPANSION JOINT EXISTING WALL SHOWN SHADED TYP 5/8" GYPSUM WALL BOARD RE:STRUCT DOOR 1" EJ EXISTING TO REMAIN RE:STRUCTURE A100.2 12 EXISTING TO REMAIN TYP T.O.S 136' -0" EXPANSION JOINT COVER EXISTING SHOWN HATCHED RE: 7/A100.2 FOR BALANCE OF INFORMATION RATED JAMB RATED FIRE DOOR 2HR RATED PRE-COMPRESSED FOAM FIRE BARRIER EXPANSION JOINT COVER CONCRETE TOPPER ON RE:STRUCTURE FOUNDATION, RE: STRUCTURE 1" E.J. 3RD FIN FLR 126' -0 1/2" 2ND FIN FLR 113' -5 7/8" T.O.P 139' -2" B.O.S 134' -5 1/2" 2" RIGID INSULATION DOOR BATT INSULATION SINGLE PLY MEMBRANE ROOFING SYSTEM COVER BD RE:7/A100.2 FOR BALANE OF INFORMATION KAUL FIELD WELD MTL FLASHING PREFIN MTL SCUPPER AND DOWN SPOUT 6" MTL STUD LIQUID APPLIED MEMBRANE 1/2" PROTECTION BD RIDGID INSULATION RE: 12/A100.2 FOR BALANCE OF INFORMATION OVERFLOW MEMB FLASHING 4"-6" MIN ISSUE DATE PROJECT NO. SHEET NO. REVISIONS THIS DRAWING IS THE PROPERTY OF BOYNTON WILLIAMS & ASSOCIATES. THE DRAWING(S) OR INFORMATION DEPICTED SHALL NOT BE REPRODUCE D OR USED WITHOUT WRITTEN PERMISSION OF THE ARCHITECT D22012 A100.2 10.21.22 SYC A MORE SQU A RE MEDIC A L CENTERA DDITION 1 STAIR ADDITION DETAILS SCALE: 1/4" 1'-0" A100.2 BUILDING SECTION -NORTH/SOUTH SCALE: 1/4" = 1'-0" A100.2 2 BUILDING SECTION -THRU STAIR SCALE: 1/4" = 1'-0" A100.2 1 SOUTH ELEVATION SCALE: 1/2" = 1'-0" A100.2 6 WALL SECTION SCALE: 3" = 1'-0" A100.2 11 TPO ROOFING SYSTEM ON WOOD DECKING SCALE: 3" = 1'-0" A100.2 13 PARAPET COPING SCALE: 3" = 1'-0" A100.2 12 WALL DETAIL SCALE: 1/2" = 1'-0" A100.2 8 BUILDING SECTION -NORTH/SOUTH SCALE: 1/4" = 1'-0" A100.2 3 BUILDING SECTION -THRU STAIR SCALE: 1/2" = 1'-0" A100.2 7 WALL SECTION SCALE: 3" = 1'-0" A100.2 10 FIRE DOOR SILL DETAIL SCALE: 1/2" = 1'-0" A100.2 5 WALL SECTION SCALE: 6" = 1'-0" A100.2 14 MEMBRANE ROOF SCALE: 3" = 1'-0" A100.2 9 SCUPPER DETAIL NO.DESCRIPTIONDATE
A250.0A250STAIR4' - 0"7' - 0"HMHMD11/A100.22/A100.2
A250.1224CORRIDORA250STAIR4' - 0"7' - 0"HMHM60 MIND21/A100.22/A100.2
A251.0224CORRIDORA251STORE3' - 0"7' - 0"PLAMHM60 MIND11/A100.22/A100.2
A350.0329CORRIDORA350STAIR4' - 0"7' - 0"HMHM60 MIND21/A100.22/A100.2
A351.0329CORRIDORA351STORE3' - 0"7' - 0"PLAMHM60 MIND11/A100.22/A100.2
DR (RE: DR SCHED FOR TYPE AND SWING) DR STOP BEYOND HM FRM (RE: SPEC) SEALANT ENT PERIM LT GA MTL TRACK FRM GYP BD (RE: PART TYPE) NOTE: RE: HM DR FRM WIDTH SCHED FOR DIMS 2" DEPTH "A" "D" "C" "D" "B" "E" "E" TYP INT WALL A-FRAME WIDTHB-WALL WIDTH C-STUD WIDTHD-GYP BDE-FRAME EDGE 7/16" 1/2" 1/2" 9/16" 1/2" 1/2" 1/2" 1/2" 1/2" 5/8" 5/8" 5/8" 3-5/8" 3-5/8" 6" 8" 6" 8" 9" 7" 4-5/8" 9-1/4" 7-1/4" 4-7/8" 5-3/4" 8-1/4" 10-1/4" 5-3/4" 8" 10" NOTE: JAMB ANC FOR HT UP TO 7'-2" AND JAMB ANC FROM 7'-3" THRU 9'-0" TYP HM FRAME WIDTH SCHED (MTL STUD WALL) DR (RE: DR SCHED FOR TYPE AND SWING) HM JAMB ANCHOR HM FRM (RE: SPEC) SEALANT ENT PERIM TYP BOTH SIDES DBL 20 GA MIN MTL STUDS AT JAMB GYP BD (RE: PART TYPE) NOTE: RE: HM DR FRM WIDTH SCHED FOR DIMS "D" "C" "D" "B" "E" "E" DEPTH "A" 2" 36" TYP 1/2" 3/8" PAINTED STEEL ROD HAND RAIL SUPPORT FINISHED WELDED TO STEEL BALUSTER OR ATTACHED TO WALL ESCUTCHEON PLATE 1 1/2" STEEL PIPE RAIL PAINTED WELDED TO BAR SUPPORT HANDRAIL RETURN (WHERE OCCURS) PROVIDE CLOSED END LINE OF STEEL GUARD RAIL OR WALL NOTE: ALL HANDRAILS MUST RETURN TO WALL, GUARDRAIL, OR FLOOR R 7 1/2 EQ EQ UNO 3" MIN 1/2" EMBED DEPTH 1/2" MIN POST WIDTH 1/2" MIN POST HOLE 2 1/2" 1/2" STEEL PIPE RAIL (RE: SPEC) 1 1/2" STEEL PIPE RAIL (RE: SPEC) FINISHED FLOOR (RE: RM FIN SCHED) CORE DRILLED POST HOLE GALV STEEL CLOSER WHERE EDGE OCCURS 4" MIN EPOXY MORTOR. BEVEL AS PER INSTALLATION REC EPOXY MORTOR (RE: SPEC) PLAN SECTION WHERE EDGE OCCURS 4" MIN 3/8" PAINTED STEEL ROD HAND RAIL SUPPORT FINISHED WELDED TO STEEL BALUSTER 1 1/2" STEEL PIPE RAIL PAINTED WELDED TO BAR SUPPORT (1 1/2" MIN) 1 3/4" (1 1/2" MIN) 1 3/4" HANDRAIL RETURN (SHOWN BEYOND) WHERE OCCURS PAINTED STEEL BALUSTER SEALANT AT FRAME WHERE VINYL FLR MAT'L IS USED DOOR SWEEP ALUM THRESHOLD INSTALL IN MASTIC PER MANF INSTRUCTIONS TO MEET ADA CONCRETE SLAB RE: STRUCT FIN FLR MAT'L AS SCHED DOOR (REF DOOR SCHED FOR TYPE AND SWING) BASE AS SCHEDULED WALL BEYOND (WHERE OCCURS) 1/2" NOTE: VERTICAL DIMENSIONS OF GUARDRAIL ELEMENTS TYPICAL AT ALL GUARDRAILS. INSTALL ALL GUARDRAILS AND HANDRAILS TO MEET TAS REQUIREMENTS. 11" 1' 0" 11" 11R @6 1/2" 3'2" 3'0 1/2" A100.3 HR-2 GR-1 RE:STRUCTURE NOTE: VERTICAL DIMENSIONS OF GUARDRAIL ELEMENTS TYPICAL AT ALL GUARDRAILS. INSTALL ALL GUARDRAILS AND HANDRAILS TO MEET TAS REQUIREMENTS. 4' 0" 1'-0" CLR 2 LAYERS 1/2" GYP BD AS SCHEDULED MTL "J" RUNNER BATT INSUL (WHERE SCHEDULED) FLOOR STRUCTURE FIRESTOP FIN BASE AS SCHEDULED ROOF FLOOR STRUC ABOVE SEE BASE CONDITION FOR BALANCE OF INFORMATION DEFLECTION CONNECTION DETAILS TOP AT ALL "S3" PARTITIONS VERTICAL SECTION EXISTING STRUCTURE/SUBSTRATE 1" GYP BD AS SCHEDULED 4 5/8" PART. DEPTH @ S3 MTL "J" RUNNER 2-HR FIRE RATINGS IN THIS CATEGORY UL DESIGN No. U415 SYSTEM B BASE CONDITION. ALL PARTITIONS CATEGORY S PARTITIONS MTL "H" STUD MTL "H" STUD MIN 3/8" FIRESTOP 2 LAYERS 5/8" GYP BD (TYPE "X" AT RATED PARTITIONS) BOTH SIDES AS SCHEDULED 6" STUD @ D2 MTL TRACK BATT INSUL (SOUND ATTENUATION WHERE SPECIFIED) FLOOR STRUCTURE ACOUSTIC JOINT SEALANT ENT PERIM (TYP BOTH SIDES) FIN BASE AS SCHEDULED ROOF FLOOR STRUCTURE ABOVE SEE BASE CONDITION FOR BALANCE OF INFORMATION DEFLECTION CONNECTION TOP AT PARTITIONS D1,D2 VERTICAL SECTION 1-HR FIRE RATING AT DESIGNATED PARTITIONS IN THIS CATEGORY UL DESIGN No. U411 BASE CONDITION. ALL PARTITIONS CATEGORY D PARTITIONS MTL STUD MIN 3/8" 5/8" GYP BD ONE SIDE AS SCHEDULED MTL TRACK BATT INSUL (WHERE SPECIFIED) FLOOR STRUCTURE SEALANT ENT PERIM (TYP BOTH SIDES) FIN BASE AS SCHEDULED ROOF FLOOR STRUCTURE ABOVE SEE BASE CONDITION FOR BALANCE OF INFORMATION DEFLECTION CONNECTION TOP AT PARTITIONS B1, B2 2 1/2" STUD @ B1 3 5/8" STUD @ B2 "NO CLG" CATEGORY B PARTITIONS BASE CONDITION. ALL PARTITIONS MTL STUD HM OR PLAM DOOR SEE SCHED. D1 SEE SCHED. 1/4" TEMP GLASS FIRE RATED HM OR PLAM DOOR SEE SCHED. 9" 4" 2'1" 3'6" D2 1HR RATED WALL ACOUSTICAL (NON-RATED) PARTITION 1HR RATED WALL - ACOUSTICAL PARTITION TYPE LEGEND PARTITION TYPE TAG LEGEND A2r PARTITION TYPE CATEGORY VARIATION WITHIN CATEGORY MODIFIER MODIFIERS (all lower case): a = ACOUSTICAL (BATT INSULATION) r = RATED s = SMOKE ra = RATED ACOUSTICAL p = PARTIAL HEIGHT ISSUE DATE PROJECT NO. SHEET NO. REVISIONS THIS DRAWING IS THE PROPERTY OF BOYNTON WILLIAMS & ASSOCIATES. THE DRAWING(S) OR INFORMATION DEPICTED SHALL NOT BE REPRODUCE D OR USED WITHOUT WRITTEN PERMISSION OF THE ARCHITECT D22012 A100.3 10.21.22 SYC A MORE SQU A RE MEDIC A L CENTERA DDITION STAI R ADDITI ON DOO R SCHEDULE A ND DETAILS SCALE: 3" = 1'-0" A100.3 1 TYP INT HM DR HEAD DTL SCALE: 3" = 1'-0" A100.3 2 TYP INT HM DR JAMB DTL SCALE: 1 1/2" = 1'-0" A100.3 4 FLOOR EMBED HANDRAIL SCALE: 1/2" 1'-0" A100.3 5 TYP. ACCESSIBLE BENCH DETAIL SCALE: 6" = 1'-0" A100.3 6 TYP. ACCESSIBLE BENCH DETAIL SCALE: 6" = 1'-0" A100.3 7 TYP. ACCESSIBLE BENCH DETAIL
SCHEDULE- STAIR
# FROMTOSIZEMATERIAL Rating MIN STC ELEV DETAILS KEYNOTES
Level
DOOR
ADDITION DOOR
NUMBERNAMENUMBERNAMEWIDTHHEIGHTDOORFRAME HEADJAMBTHRESH
2 FIN FLOOR
3 FIN FLOOR
LEVEL
SCALE: 3" 1'-0" A100.3 3 TYP EXT HM DR THRESHOLD DTL SCALE: 1 1/2" = 1'-0" A100.3 ELEV STAIR AND PLATFORM -GUARDRAIL + HANDRAIL SCALE: 1/2" = 1'-0" A100.3 9 ELEV STAIR -GUARDRAIL + HANDRAIL RAILING SCHEDULE TYPE MARK DESCRIPTION GR-11 1/2" SQUARE BOTTOM, INTERMEDIATE, AND TOP RAIL WITH 3/4" SQUARE PICKETS AT 4" MAX ON CENTER BETWEEN BOTTOM AND INTERMEDIATE RAILS, VERTICAL 1 1/2" X 1 1/2" SQUARE EMBEDDED SUPPORTS EQUALLY SPACED, INCLUDES 1 1/2" STANDARD PIPE HANDRAIL AND BRACKETS HR-21 1/2" STANDARD PIPE WALL MOUNTED HANDRAIL NO.DESCRIPTIONDATE