Construction document set - Addition

SYCAMORE SQUARE MEDICAL CENTER

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 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, WRITING COUNTERS, MILLWORK KNEE BRACES, SHELVING, AND ALL MISC INTERIOR WALL-HUNG EQUIP. BLOCKING FOR HANDRAILS, GRAB 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. 14. PER IBC 1003.4, WALKING SURFACES OF THE MEANS OF EGRESS SHALL HAVE A SLIP-RESISTANT SURFACE AND BE SECURELY ATTACHED.

- STAIR ADDITION

THIS DRAWING IS THE PROPERTY OF BWA Architects, PLLC. OR USED WITHOUT WRITTEN PERMISSION OF THE ARCHITECT

THE

DRAWING(S)

OR

INFORMATION

DEPICTED

SHALL

NOT

BE

ABV ACOUST A/C AD ADHES ADJUST AFF AGG ALUM ALT ANC ANOD APPROX ARCH ASPH AUTO

ANCHOR BOLT ABOVE ACOUSTIC(AL) AIR CONDITIONING(ER) AREA DRAIN ADHESIVE ADJUSTABLE ABOVE FINISHED FLOOR AGGREGATE(S) ALUMINUM ALTERNATE(IVE) ANCHOR ANODIZE(D) APPROXIMATE ARCHITECT(URAL) ASPHALT(IC) AUTOMATIC

E

F

B BD BIT BLDG BLK BLKG BM B.M. BOT BRK BSMT BUR

C CAB CC CF CG CHBD CI CJ CL CLG CLR CMT CMU CFMF CNTRL COL CONC CONST CONT COR CORR CPT CRS CT CTR CW CY

D DEMO DF DH DIA DIAG DIM DIV DL DMPR DR DS DTL DWG DWR

BOARD BITUMEN BUILDING BLOCK BLOCKING BEAM BENCH MARK BOTTOM BRICK BASEMENT BUILT-UP ROOFING

CABINET CENTER TO CENTER CUBIC FOOT CORNER GUARD CHALKBOARD CAST IRON CONTROL JOINT CLOSET CEILING CLEAR(ANCE) CERAMIC MOSAIC TILE CONCRETE MASONRY UNIT COLD FORMED METAL FRAM'G CONTROL COLUMN CONCRETE CONSTRUCTION CONTINOUOUS CORRIDOR CORRUGATED CARPET COURSE / COURSING CERAMIC TILE CENTER COLD WATER CUBIC YARD

DEMOLISH / DEMOLITION DRINKING FOUNTAIN DOUBLE HUNG DIAMETER DIAGONAL DIMENSION DIVISION DEAD LOAD DAMPER DOOR DOWN SPOUT DETAIL DRAWING(S) DRAWER

EA EB EIFS EJ ELEC ELEV EQ EQUIP ETR EXCAV EXG EXP EXT EW EWC EWOC

FA FACP FAC FIN FAS FBO FC FD FE FEB FEC FF FHS FIN FIX FLASH FLR FOUND FP FTG FR FRM FURR FV FWC

G GA

GALV GB GC GL GYP BD

H HB HC HDBD HDCP HDWD HDWR HM HORIZ HT HTG HVAC HW H/C

I ID INCL INSUL INT

EACH EXPANSION BOLT EXT. INSUL AND FIN SYSTEM EXPANSION JOINT ELECTRIC(AL) ELEVATION EQUAL EQUIPMENT EXISTING TO REMAIN EXCAVATE(TION) EXISTING EXPANDABLE / EXPANSION EXTERIOR EACH WAY ELECTRIC WATER COOLER EACH WAY ON CENTER

FIRE ALARM FIRE ALARM CONTROL PANEL FACTORY FINISH FASTEN(ER) FURNISHED BY OTHERS FIRE CODE FLOOR DRAIN FIRE EXTINGUISHER FIRE EXTING. / BRACKET FIRE EXTING. / CABINET FINISH FLOOR FIRE HOSE STATION FINISH(ED) FIXTURE FLASHING FLOOR(ING) FOUNDATION FIREPROOF(ING FOOTING FIRE RATED (RATING) FRAME(D)(ING) FURRING(ED) FIELD VERIFY FABRIC WALL COVERING

J JAN JST JT

K KO KD L LAM LAV LB LBL LH LL LT LT FIXT LVR LW

M MAS

MATL MAX MB MBR MECH MED MEM MANF MH MIN MIR MISC MO MOD MS M SINK MTL MULL

N NIC NOM NR NRC

GAUGE GALVANIZED GRAB BAR GENERAL CONTRACTOR GLASS OR GLAZING GYPSUM BOARD

HOSE BIB HOLLOW CORE HARDBOARD HANDICAP HARDWOOD HARDWARE HOLLOW METAL HORIZONTAL HEIGHT HEATING HEATING, VENTILATION & AIR CONDITIONING HOT WATER HANDICAPPED ACCESSIBLE

INSIDE DIAMETER INCLUDE(D)(ING) INCLUDE(D)(TION) INTERIOR

NTS

O OA

OC OD OF/CI OF/OI OH OPH OPNG OPP

P PART PEMB PRKG PLAM PNT PREFIN

Q QT

RR

JANITOR JOIST JOINT

REPRODUCED

KNOCK OUT KNOCK DOWN LAMINATE(D) LAVATORY LAG BOLT LABEL LEFT HAND LIVE LOAD LIGHT LIGHT FIXTURE LOUVER LIGHT WEIGHT

MASONRY MATERIAL(S) MAXIMUM MACHINE BOLT MEMBER MECHANICAL MEDIUM MEMBRANE MANUFACTURER MANHOLE MINIMUM MIRROR MISCELLANEOUS MASONRY OPENING MODULAR MACHINE SCREW MOP SINK METAL MULLION

NOT IN CONTRACT NOMINAL NOISE REDUCTION NOISE REDUCTION COEFFICIENT NOT TO SCALE OVERALL ON CENTER(S) OUTSIDE DIAMETER OWNER-FURNISHED / CONTRACTORINSTALLED OWNER-FURNISHED / OWNER INSTALLED OVERHEAD OPPOSITE HAND OPENING OPPOSITE

PARTITION PRE-ENGINEERED METAL BUILDING PARKING PLASTIC LAMINATE PAINT(ED) PREFINISHED

QUARRY TILE

S SCHED SC SD SF SH SHT SHTG SM SJ SND SPEC SPKR SS S SINK S STL STD STL STD STL STOR STRUCT SUSP SY SYN

TT

TREAD OR TOP TOP OF CURB TEMPERATURE TONGUE & GROOVE THICK(NESS) TOP OF MASONRY TOILET PAPER HOLDER TOP OF MASONRY TOP OF STEEL TOP OF WALL TYPICAL TELEVISION

UR

UNLESS NOTED OTHERWISE URINAL

V VAR

VB VCT VERT VIF VNR VWC VWF

WW/ WAINS WC WD WH WNDW W/O WP WS WWF

VARIATION, VARIABLE,VARIES VAPOR BARRIER VINYL COMPOSITION TILE VERTICAL VERIFY IN FIELD VENEER VINYL WALL COVERING VINYL WALL FABRIC

WITH WAINSCOT WATER CLOSET WOOD WATER HEATER WINDOW WITHOUT WATERPROOF(ING) WOOD SCREW WELDED WIRE FABRIC

GRAPHICS SYMBOL LEGEND

222.0' 222.0'

222.0' TB-1

EXISTING POINT ELEVATION EXISTING CONTOURS

85,038 SF (SEE BUILDING AREA CALCS BELOW)

ACTUAL BUILDING AREA 1ST FLOOR 2ND FLOOR 3RD FLOOR TOTAL ACTUAL BUILDING AREA

EXISTING 17,480 SF 10,084 SF 10,084 SF 37,648 SF +

BUILDING HEIGHT: ALLOWABLE HEIGHT IN FEET ABOVE GRADE PLANE ACTUAL HEIGHT IN FEET ABOVE GRADE PLANE

60 FEET (TABLE 504.3) 43 FEET (ROOF HT + AVG. GRADE HT)

NO. OF STORIES ALLOWABLE NO. OF STORIES ABOVE GRADE PLANE ACTUAL NO. OF STORIES ABOVE GRADE PLANE

3 STORIES (TABLE 504.4) 3 STORIES

FIRE PROTECTION SYSTEMS: AUTOMATIC FIRE SPRINKLER SYSTEM FIRE ALARM AND DETECTION SYSTEMS

ADDITION 0 SF 369 SF 117 SF 486 SF = 38,134 SF

YES - AT EXISTING BUILDING AND ADDITION NO - AT OPEN PARKING GARAGE YES AT EXISTING BUILDING, EXISTING OPEN PARKING GARAGE AND ADDITION

SINGLE-OCCUPANCY, MULTI-STORY BUILDING(TYPE V-B) Aa = [At + (NS x If)] x Sa Aa = [27,000 + (9,000 x .1496)] x 3 Aa = [27,000 + (1,346)] x 3 Aa = [28,346] x 3 Aa = 85,038

PROJECT LOCATION AREA MAP

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 the International Code Council, International Association of Plumbing and Mechanical Officials and National Electrical Code ADDAG 2010

ISSUE DATE

WALL SECTION BUILDING ELEVATION

LEVEL LINE REVISION

DETAIL BOOKLET REFERENCE ENLARGED DETAIL

PARTITION TYPE WINDOW TYPE / MARK

DETAIL

D2 E3

DOOR NUMBER/ MARK

INTERIOR ELEVATION DETAIL DIRECTIONAL

BUILDING SECTION

NEW CONTOURS TEST BORING

BUILDING AREA: ALLOWABLE AREA PER IBC (TYPE V-B, SM, OCCUPANCY B)

LOCATION MAP

• •

NEW OR REQUIRED POINT ELEVATION

CONSTRUCTION TYPE, PER IBC SECTION 602.2: TYPE V-B - EXISTING BUILDING TYPE I-B - EXISTING OPEN PARKING GARAGE TYPE II-B - ADDITION

SITE

• • • •

222.0

OCCUPANCY USE CLASSIFICATION, PER IBC SECTION 302: TYPE B - BUSINESS W/ S-2 OPEN PARKING GARAGE

SCHEDULE SOLID CORE SOAP DISPENSER SQUARE FOOT(AGE) SQUARE FEET SINGLE HUNG SHEET SHEATHING SIMILAR SCORED JOINT SANITARY NAPKIN DISPENSER SPECIFICATION(S) SPEAKER SANITARY SEWER SERVICE SINK STAINLESS STEEL STANDARD STEEL STANDARD STEEL STORAGE STRUCTURE(AL) SUSPENDED SQUARE YARD(S)(AGE) SYNTHETIC

TC TEMP T&G THK TM TPH TOM TOS TOW TYP TV

U UNO

LOCATION: 1400 CENTRAL AVE SE ALBUQUERQUE, NEW MEXICO 87106

BUILDING AREA CALCULATIONS FRONTAGE INCREASE If = [F/P - 0.25] W/30 If = [215 / 533 - 0.25] W/30 If = [.1496] 30/30 If = .1496

RISER RETURN AIR RADIUS RUBBER BASE REINFORCED CONCRETE PIPE ROOF DRAIN RECOMMENDATION REFERENCE, REFER TO REINFORCE(D)(ING) REQUIRED REVISION(S), REVISED RIGHT HAND ROOM ROUGH OPENING RIGHT OF WAY ROD AND SHELF

RA RAD RB RCP RD REC REF/RE: REINF REQ'D REV RH RM RO ROW R/S

PROJECT: SYCAMORE SQUARE MEDICAL CENTER SINGLE TENANT (OWNER) WILL OCCUPY ENTIRE BUILDING. FIRST FLOOR SPACES ARE EXISTING TO REMAIN.

FIRE-RESISTANCE RATING REQ'MTS FOR BUILDING ELEMENTS:(TABLE 601) EXISTING BUILDING CONSTRUCTION - TYPE V-B-ADDITION - TYPE II-B STRUCTURAL ELEMENT MIN. 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

Abbreviations List (Architectural Only)

A AB

BUILDING CODE DATA 2015 NEW MEXICO COMMERCIAL CODE AND 2015 NM EXISTING BUILDING CODE

EQUIPMENT MARK

ROOM/ SPACE NUMBER

X

STRUCTURAL/COLUMN REFERENCE GRID

D1 E3

DETAIL BOOKLET SECTION REFERENCE W/O ARROW NONDIRECTIONAL

PROJECT NO.

D22012 SHEET NO.

A000.1

DELETED DRAWINGS

DELETED DRAWINGS NOTES:

NO. ISSUED FOR PERMIT AND BIDDING SET

NOTES:

PREVIOUS ISSUE

DATE 10.21.22

PREVIOUS ISSUE

CURRENT ISSUE

NO. ISSUED FOR PERMIT AND BIDDING SET

CURRENT ISSUE

SHEET LIST DATE 10.21.22

SHEET LIST

SHEET TITLE GENERAL  A000.1 COVER - ADDITION A000.2 SHEET INDEX  ADDITION A002.1 CODE DATA / LIFE SAFETY EGRESS PLAN  LEVEL 1 / SITE PLAN ADDITION A003.1 LIFE SAFETY EGRESS PLANS-ADDITION-LEVEL  2&3 STRUCTURAL S100 GENERAL  INFORMATION S101 GENERAL  INFORMATION S102 SECOND FLOOR DEMO  PLAN S103 SECOND FLOOR  FRAMING PLAN S104 STAIR FRAMING PLANS  S105 FRAMING DETAILS &  ELEVATIONS S106 TYPICAL DECK DETAILS  ARCHITECTURAL A100.1 STAIR ADDITION PLANS  AND DETAILS A100.2 STAIR ADDITION  DETAILS A100.3 STAIR ADDITION DOOR SCHEDULE AND  DETAILS MECHANICAL M100 STAIR ADDITION  MECHANICAL ELECTRICAL E700 STAIR ADDITION PLANS  AND DETAILS- LIGHTING E701 STAIR ADDITION PLANS  AND DETAILS - POWER

PROJECT ISSUE DATE

10.21.22

PROJECT NO.

D22012 SHEET NO.

A000.2

1HR RATED WALL - ACOUSTICAL

48 44 520

0.2 0.2

144 60

240 220

COMMERCIAL SERVICE LOCATED WITHIN PREMIUM TRANSIT STATION RADIUS PRESBYTERIAN STATION 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

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

WITHOUT

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

CENTRAL AVENUE SE

PROPERTY LINE

BUILDING AREA: ALLOWABLE AREA PER IBC (TYPE V-B, SM, OCCUPANCY B)

85,038 SF (SEE BUILDING AREA CALCS BELOW)

ACTUAL BUILDING AREA 1ST FLOOR 2ND FLOOR 3RD FLOOR TOTAL ACTUAL BUILDING AREA

EXISTING 17,480 SF 10,084 SF 10,084 SF 37,648 SF +

BUILDING HEIGHT: ALLOWABLE HEIGHT IN FEET ABOVE GRADE PLANE ACTUAL HEIGHT IN FEET ABOVE GRADE PLANE

60 FEET (TABLE 504.3) 43 FEET (ROOF HT + AVG. GRADE HT)

NO. OF STORIES ALLOWABLE NO. OF STORIES ABOVE GRADE PLANE ACTUAL NO. OF STORIES ABOVE GRADE PLANE

3 STORIES (TABLE 504.4) 3 STORIES

FIRE PROTECTION SYSTEMS: AUTOMATIC FIRE SPRINKLER SYSTEM FIRE ALARM AND DETECTION SYSTEMS

"Y S-1" FAAP

NO WORK IN THIS SPACE (SHOWN HATCHED)

NO WORK IN THIS SPACE (SHOWN HATCHED)

YES - AT EXISTING BUILDING AND ADDITION NO - AT OPEN PARKING GARAGE YES AT EXISTING BUILDING, EXISTING OPEN PARKING GARAGE AND ADDITION

SINGLE-OCCUPANCY, MULTI-STORY BUILDING(TYPE V-B) Aa = [At + (NS x If)] x Sa Aa = [27,000 + (9,000 x .1496)] x 3 Aa = [27,000 + (1,346)] x 3 Aa = [28,346] x 3 Aa = 85,038

INFORMATION

BUILDING AREA CALCULATIONS FRONTAGE INCREASE If = [F/P - 0.25] W/30 If = [215 / 533 - 0.25] W/30 If = [.1496] 30/30 If = .1496

EXISTING 1-HOUR SEPARATION TO REMAIN VAN PARKING

ADDITION 0 SF 369 SF 117 SF 486 SF = 38,134 SF

FIRE-RESISTANCE RATING REQ'MTS FOR BUILDING ELEMENTS:(TABLE 601) EXISTING BUILDING CONSTRUCTION - TYPE V-B-ADDITION - TYPE II-B STRUCTURAL ELEMENT MIN. 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

UP 48"

ARCHITECT

170 180 180 180 180 180 180 180 170 180 180 180

THE

144 144 144 18 144 17 144 33 33 33 60 60

OF

0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2

OUTSIDE FACE OF BUILDING ABOVE

THE

1-HOUR FLOOR / CEILING ASSEMBLY TO REMAIN

DRAWING(S)

OR

OPEN TO ABOVE

ASSOCIATES.

PROPERTY LINE

WILLIAMS

&

OUTSIDE FACE OF BUILDING ABOVE

REVISIONS NO. DESCRIPTION

DATE

BOYNTON

32 PARKING SPACES

CODE DATA / LIFE SAFETY EGRESS PLAN - LEVEL 1 / SITE PLAN ADDITION

1HR RATED WALL

A A B1 B2 C1 C2 C3 D D E F G STAIRWAYS S-1 S-2 TOTAL (INCHES)

SYCAMORE SQUARE MEDICAL CENTER - ADDITION

ACOUSTICAL (NON-RATED) PARTITION

34 36 36 36 36 36 36 36 34 36 36 36

EXITS

PERMISSION

PARTITION TYPE LEGEND

ALLOWABLE LOAD

WRITTEN

MODIFIERS (all lower case): a = ACOUSTICAL (BATT INSULATION) r = RATED s = SMOKE ra = RATED ACOUSTICAL p = PARTIAL HEIGHT

OCC LOAD

USED

A2r

MULTIPLIER

OR

MODIFIER

CLEAR WIDTH (INCHES)

REPRODUCED

VARIATION WITHIN CATEGORY

NAME

BE

PARTITION TYPE CATEGORY

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"

NOT

PATH NAME

SHALL

PATH OF TRAVEL DISTANCES - ADDITION

PARTITION TYPE TAG LEGEND

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

DEPICTED

EGRESS WIDTH SCHEDULE

1 A002.1

LIFE SAFETY EGRESS PLAN - LEVEL 1 / SITE PLAN - ADDITION SCALE: 1/8" = 1'-0"

THIS

PROPERTY LINE

DRAWING

IS

THE

EXISTING TO REMAIN SHOWN SHADED GROUND FLOOR 4,039 SF GARAGE 13,441 SF TOTAL 17,480 SF

PROPERTY

OF

PROPERTY LINE

ISSUE DATE

10.21.22 PROJECT NO.

D22012 SHEET NO.

A002.1

ARCHITECT THE OF PERMISSION WRITTEN WITHOUT USED OR REPRODUCED DEPICTED

SHALL

NOT

ALTERATION PROJECT UNDER SEPERATE PERMIT BP-2022-47783

BE

ALTERATION PROJECT UNDER SEPERATE PERMIT BP-2022-47783

DN

46" "Y" FACP

NOTE:FORMER EXIT THIS LOCATION WAS 34" CLEAR WIDTH (36" DOOR)

ADDITION 486 SF

REVISIONS NO. DESCRIPTION

DATE

A003.1

LIFE SAFETY EGRESS PLAN - LEVEL 3-ADDITION SCALE: 1/8" = 1'-0"

1 A003.1

LIFE SAFETY EGRESS PLAN - LEVEL 2 / ADDITION SCALE: 1/8" = 1'-0"

THIS

2

DRAWING

IS

THE

PROPERTY

OF

NOTE:FORMER EXIT THIS LOCATION WAS 34" CLEAR WIDTH (36" DOOR)

LIFE SAFETY EGRESS PLANS-ADDITION-LEVEL2&3

48"

STORE

SYCAMORE SQUARE MEDICAL CENTER - ADDITION

STORE

"Y"

STAIR

&

"Y"

"Y"

48"

"Y"

STAIR

WILLIAMS

46"

46"

BOYNTON

REF.

ASSOCIATES.

THE

DRAWING(S)

OR

INFORMATION

EXISTING 3 STORY BUILDING 10,084 SF

EXISTING 3 STORY BUILDING 10,084 SF

ISSUE DATE

10.21.22 PROJECT NO.

D22012 SHEET NO.

A003.1

BATT INSULATION

EXISTING TO REMAIN

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

4"

EXISTING TO REMAIN NEW INFILL WALL

AREA DESIGNATION SEE KEY PLAN DOOR/ROOM NO RE:PARTITION TYPE

1' - 10 5/8"

A101A

3 5/8 MTL STUD FRAMING

2' - 1 7/8"

103

DOWNSPOUT.

DEMOLITION KEYNOTES-ADDITION

ALIGN TO EXISTING WALL FINISH BELOW

NOTE:EXISTING TO REMAIN SHOWN SHADED, TYP.

D101 REMOVE EXISTING WINDOWS CAREFULLY AND PROTECT EXISTING WALLS. D102 REMOVE EXISTING DOOR AND DOOR FRAME. TAKE CARE NOT TO DAMAGE ADJACENT SURFACES TO REMAIN. PREP EXISTING CONDITIONS AS REQUIRED TO INFILL THE CAVITY. D103 REMOVE EXISTING STAIRCASE/RAILING/ASSOCIATED SUPPORT. D104 REMOVE PAVING AND PREP EXISTING CONDITIONS AS REQUIRED. (RE:STRUCT) D105 REMOVE EXISTING PLANTER AND COLUMN BELOW STAIRCASE D106 REMOVE EXISTING PIPE BOLLARD CAREFULLY. D107 REMOVE EXISTING WALLPACK AND PATCH AS REQUIRED WITH NEW MATERIAL TO MATCH EXISTING D108 REMOVE EXISTING PLASTER THIS AREA AS REQUIRED FOR NEW EXPANSION JOINT (F.V.) D109 STEPS UNDER THE PLANTER REMAINS AS IT IS. MATCH FINISHES TO EXISTING

1" EJ

EXISTING TO REMAIN

CONSTRUCTION KEYNOTES -ADDITION

9 A100.2

7

ROOF PLAN - STAIR

A100.1

MULTIPLE DOOR DESIGNATION 1'-0" CLR MIN (@ PUSH SIDE OF DOOR WITH CLOSER)

NEW WALL / EXPANSION JOINT DTL-LEVEL 3

8

SCALE: 1/4" = 1'-0"

101 NEW WALL INFILL INSIDE FORMER WINDOW OPENING - EIFS ON INSUL BD ON 5/8" GYP SHEATHING ON METAL STUD FRAMING W/ BATT INSULATION INFILL. 102 EXISTING WALL TO REMAIN. 103 NEW ROOFING SYSTEM. 104 RE:STRUCT FOR NEW FLOORING. 105 PATCH STEPS/MATCH TO EXISTING. 106 PATCH WALLS WHERE WALLPACKS HAS BEEN TAKEN OFF. 107 GUARDRAIL. 108 HANDRAIL. 109 MTL COPING 110 EIFS SYSTEM

A100.1

SCALE: 1 1/2" = 1'-0"

102 TYP

3 LAYERS GWB ON 3 5/8" MTL STUD

THE OF PERMISSION WRITTEN WITHOUT

102 TYP

D107

D107 2X2 APC

101 TYP

D101

D101

OPEN TO ABOVE

9' - 0"

D108

NOTE:EXISTING TO REMAIN SHOWN SHADED, TYP.

9

A100.2

REFLECTED CEILING PLAN - LEVEL 3

4 A100.1

SCALE: 1/4" = 1'-0"

1" E.J.

11 TREADS= 10' - 1"

1' - 0" HANDRAIL EXT

1' - 0"

7

1" E.J.

102

A351.0

B

10' - 10 1/2"

8"

B2 S3

3 A100.2

CLR

101

101

D101

S3

STRUCTURAL STEEL COLUMN, TYP (REFER STRUCT) STORE A251

S3

S3

B1

DOWNSPOUT. STRUCTURAL STEEL COLUMN, TYP (RE: STRUCT)

10' - 10 1/4"

UP

1' - 0"

STAIR A250

A100.2 B2

D103

S3

1' - 5"

A100.2

1' - 2 5/8"

LANDING

NEW STAIR PLAN - LEVEL 3

OH

EXISTING TO REMAIN

5 A100.2

34' - 4 1/2"

7' - 9 1/2" LANDING

2' - 0"

NOTE:EXISTING TO REMAIN SHOWN SHADED, TYP.

8 A100.1

1" EJ

1" E.J.

DOWNSPOUT.

1" E.J.

7"

4

1

A100.2

A100.2

104

1" E.J.

EXTERIOR

5 A100.2

D104

NOTE:EXISTING TO REMAIN SHOWN SHADED, TYP.

105

34' - 4 1/2" 3 A100.1

NEW STAIR PLAN - LEVEL 2 SCALE: 1/4" = 1'-0"

D104

2

3' - 9 5/8" 6' - 11 1/2"

&

3

D2

10' - 2 7/8"

D102

EXISTING TO REMAIN

10 TREADS= 9' - 2"

D101

A250.1

4"

A250.0

10' - 10 1/4"

SCALE: 1/4" = 1'-0"

A251.0

A100.2

A100.2

A100.1

102

S3

STAIR A350

SCALE: 1/4" = 1'-0"

1' - 11 1/8" 1" E.J.

CORRIDOR

2

4

5

B1

107

10/ A100.1 8 A100.1

DN

108

4' - 0"

D2

9' - 0" CLR

STORE A351

CLR

S3

S3

101

A350.0

4' - 0"

B1

6' - 7"

A100.2

101

CORRIDOR

15' - 3"

7

1" E.J.

101

10' - 7 1/2"

EXTERIOR FACE OF EXISTING WALL

A100.2 101

1" E.J.

REVISIONS NO. DESCRIPTION

DATE

BOYNTON

3' - 11 1/4" CLR

EXTERIOR FACE OF EXISTING WALL

6' - 11 1/2"

OF

15' - 4 1/2"

STAIR DEMOLITION PLAN - LEVEL 3 - ADDITION

A100.2

11 3/8"

9' - 3 1/2"

2 A100.1

TREAD WIDTH

1' - 1 3/4"

23' - 6 5/8"

4' - 0"

10' - 7 1/2"

1

1 A100.1

D105

THE

34' - 4 1/2" F.V.

NOTE:EXISTING TO REMAIN SHOWN SHADED, TYP.

SCALE: 1/4" = 1'-0"

REMOVE FLOORING RE:STRUCTURES

1" E.J.

Sim

REFLECTED CEILING PLAN - LEVEL 2

1" EJ

A100.1

A100.2

10' - 10 1/2"

6

9 OH A100.1

9 A100.1

WILLIAMS

9

NOTE:EXISTING TO REMAIN SHOWN SHADED, TYP.

D108

PROPERTY

D2

D102

STAIR

STORE A251

THE

STAIR A350

10/ A100.1

STORE A351

DRAWING(S)

D103

STAIR ADDITION PLANS AND DETAILS

WALL/FIXTURE WHERE OCCURS 4" TYP (UON) OR CENTER DOOR IN WALL (SEE PLAN) 1'-6" CLR MIN (AT LATCH SIDE)

SYCAMORE SQUARE MEDICAL CENTER - ADDITION

STORE A251 - CEILING - 2 x 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

HATCH LEGEND

USED

DOOR MARK KEY

SCALE: 1 1/2" = 1'-0"

OR

SIDING DEMOLITION PLAN DETAIL-LEVEL 3

9 A100.1

REPRODUCED

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

BE

A100.1

NOT

11

SHALL

11 3/4"

REFER TO SHEET A100.1 FOR ALL CONST KEYNOTES (#) REFER TO SHEET A100.3 FOR ALL PARTITION TYPES REFER TO SHEET A100.3 FOR ALL DOOR / WINDOW ELEVATIONS REFER TO SHEET A100.3 FOR ROOM FINISH LEGEND REFER TO SHEET A100.3 FOR MATERIAL FINISH LEGEND 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.

DEPICTED

1.

2.

3.

4.

5.

6.

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.

INFORMATION

STAIR ADDITION - ROOM FINISH SCHEDULE

GENERAL DEMOLITION NOTES

GENERAL NOTES

1' - 8 3/8" F.V.

EXISTING BALCONY WALL SWEEP

EXISTING WALLS TO REMAIN

OR

SCALE: 1 1/2" = 1'-0"

EXISTING OVERHEAD DOOR TO BE REMOVED

ASSOCIATES.

D108

REMOVE EXISTING PLASTER THIS AREA AS REQUIRED FOR NEW EXPANSION JOINT (F.V.)

SIDING DEMOLITION ELEVATION DETAIL-LEVEL 3

A100.1

SCALE: 1 1/2" = 1'-0"

9" F.V.

NOTE: REFER 8/A100.1 FOR BALANCE OF INFORMATION

EXISTING DOOR TO BE REMOVED

EXTERIOR

D104 D109

D106

D106

STAIR DEMOLITION PLAN - LEVEL 2 - ADDITION SCALE: 1/4" = 1'-0"

NOTE:EXISTING TO REMAIN SHOWN SHADED, TYP.

IS

10

9" F.V.

EXISTING WINDOW TO BE REMOVED

DRAWING

SIDING DEMOLITION ELEVATION DETAIL-LEVEL 3

11

1' - 8 3/8" F.V.

EXISTING WALL TO REMAIN SHADED. TYP

EXISTING CONSTRUCTION TO BE REMOVED

THIS

2"F.V.

A100.1

EXISTING TO REMAIN

EXISTING WALL SWEEP

EXISTING WALL TO REMAIN SHADED. TYP

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. THERE SHALL BE NO CONTINUOUS HORIZONTAL GYPSUM BOARD JOINTS BELOW FINISH CEILING. 3. BLOCKING IN WALLS TO BE EITHER LIGHT GAGE (16GA ) METAL STUDS OR FIRE RETARDANT 2X WOOD BLOCKING AS INDICATED ON SHEET A012.

4. WHERE TOP SLIP TRACK IS SCHEDULED, DO NOT FASTEN GYPSUM BOARD THROUGH TOP SLIP TRACK, ONLY THROUGH VERTICAL STUD FRAMING BELOW SLIP TRACK. 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)

2" F.V. 2" F.V.

8 1/8" F.V.

BALCONY OPENING

OPEN BEYOND

REMOVE EXISTING PLASTER THIS AREA AS REQUIRED FOR NEW EXPANSION JOINT (F.V.)

REMOVE EXISTING PLASTER THIS AREA AS REQUIRED FOR NEW EXPANSION JOINT (F.V.)

NEW SHAFT WALL

ARCHITECT

DEMOLITION LEGEND

PARTITION TYPE GENERAL NOTES

ISSUE DATE

10.21.22 PROJECT NO.

D22012 SHEET NO.

A100.1

ARCHITECT

SINGLE PLY MEMBRANE ROOFING SYSTEM

COVER BD

THE

2X WD NAILER 139' - 2"

OF

T.O.P.ㅤ

RE:7/A100.2 FOR BALANE OF INFORMATION

SCALE: 6" = 1'-0"

13 A100.2

BASE SHEET

139' - 2" T.O.P

4 5/8"

1" EJ

COVER BD

SPRAY FOAM AIR BARRIER-FULLY SEAL AT TOP OF WALL AS SHOWN

RIGID INSULATION

EIFS

BLOCKING

11 A100.2

RE:STRUCTURE

AIR / VAPOR BARRIER

RIGID INSULATION

1" FIRE RATED GYPSUM COREBOARD LINER TYPE X

5/8" GYPSUM SHEATHING

2" RIGID INSULATION

BATT INSULATION

PLYWOOD SHEATHING RE:STRUCTURE

6" CFMF

A100.2

BATT INSULATION

WALL DETAIL

11 A100.2

SCALE: 3" = 1'-0"

NOT

EXPANSION JOINT

TPO ROOFING SYSTEM ON WOOD DECKING SCALE: 3" = 1'-0"

126' - 0 1/2" 3RD FIN FLR

RE:STRUCT

DEPICTED

12

5/8" GYPSUM WALL BOARD

RE"12/A100.2 FOR BALANCE OF INFORMATION

RE:7/A100.2 FOR BALANCE OF INFORMATION

EXISTING TO REMAIN

4"-6" MIN

5/8" GYPSUM WALL BOARD

FIELD WELD

EXPANSION JOINT COVER RATED JAMB

1" EXPANSION JOINT

KAUL

MEMB FLASHING

RATED FIRE DOOR

MTL FLASHING

OVERFLOW 1/2" PROTECTION BD RIDGID INSULATION

CONCRETE TOPPER ON RE:STRUCTURE

DOOR

DOOR

OR

EXPANSION JOINT COVER

2HR RATED PRE-COMPRESSED FOAM FIRE BARRIER

LIQUID APPLIED MEMBRANE

FOUNDATION, RE: STRUCTURE

6" MTL STUD

EXISTING SHOWN HATCHED

1" E.J.

EXISTING WALL SHOWN SHADED TYP

10 A100.2

PREFIN MTL SCUPPER AND DOWN SPOUT

RE: 7/A100.2 FOR BALANCE OF INFORMATION

113' - 5 7/8" 2ND FIN FLR

RE: 12/A100.2 FOR BALANCE OF INFORMATION

A100.2

FIRE DOOR SILL DETAIL

9 A100.2

SCALE: 3" = 1'-0"

3

2

A100.2

A100.2

8 A100.2

SCUPPER DETAIL

8 A100.2

SCALE: 3" = 1'-0"

BUILDING SECTION - NORTH/SOUTH

7 A100.2

SCALE: 1/2" = 1'-0"

WALL SECTION

A100.2

SCALE: 1/2" = 1'-0"

NEW WALL

WALL SECTION

6

SCALE: 1/2" = 1'-0"

5 A100.2

9

7

A100.2

A100.2

6 A100.2

WALL SECTION SCALE: 1/2" = 1'-0"

ASSOCIATES.

10

DOWNSPOUT.

1" EJ

2' - 5 3/8" 109

12 A100.2

139' - 2" T.O.P

136' - 0" T.O.S

136' - 0" T.O.S

STORE A351.0

STAIR

STORE A351.0

DATE

STAIR A350.0

OF

A350.0

REVISIONS NO. DESCRIPTION

BOYNTON

7' - 8 5/8"

EXISTING TO REMAIN

STAIR ADDITION DETAILS

MTL STUD FRM'G

SINGLE PLY MEMBRANE ROOFING SYSTEM

134' - 5 1/2" B.O.S

RE:STRUCTURE

1

1" EJ

SYCAMORE SQUARE MEDICAL CENTER - ADDITION

6"

14 A100.2

136' - 0" T.O.S

OR

SINGLE PLY MEMBRANE ROOFING SYSTEM

EXISTING TO REMAIN TYP

12 A100.2

USED

EXISTING TO REMAIN TYP

SCALE: 3" = 1'-0"

REPRODUCED

A100.2

PARAPET COPING

DRAWING(S)

1" EJ

13

THE

136' - 0" T.O.S

WITHOUT

RE:11/A100.2 FOR BALANCE OF INFORMATION

BE

A100.2

MEMBRANE ROOF

SHALL

14

SINGLE PLY MEMBRANE ROOFING SYSTEM

&

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

WILLIAMS

8"

CONT. SEALANT

WRITTEN

PERMISSION

6" CFMF

EXISTING TO REMAIN

INFORMATION

SPRING LOCK TYPE PRE-FIN MTL COPING (RE:SPEC)

PROPERTY

110 9 A100.3

CEILING AS SCHEDULE

4' - 0"

STAIR A250.1

STORE A251.0

STAIR A250.1

A250.0

113' - 5 7/8"

4' - 0"

4 A100.2

8"

4' - 0"

RE:STRUCT

BUILDING SECTION - NORTH/SOUTH SCALE: 1/4" = 1'-0"

2ND FIN FLR ㅤ

RE:STRUCT

3 A100.2

BUILDING SECTION - THRU STAIR SCALE: 1/4" = 1'-0"

RE:STRUCT

2 A100.2

BUILDING SECTION - THRU STAIR SCALE: 1/4" = 1'-0"

RE:STRUCT

1 A100.2

SOUTH ELEVATION SCALE: 1/4" = 1'-0"

THIS

RB 1

RB 1

RB 1

DRAWING

IS

STORE A251.0

8 A100.3

THE

CEILING AS SCHEDULE

ISSUE DATE

10.21.22 PROJECT NO.

D22012 SHEET NO.

A100.2

7' - 0" 7' - 0"

HM PLAM

60 MIN 60 MIN

D1 D2 D1

1/A100.2 2/A100.2 1/A100.2 2/A100.2 1/A100.2 2/A100.2

HM HM

60 MIN 60 MIN

D2 D1

1/A100.2 2/A100.2 1/A100.2 2/A100.2

OF

SEE SCHED. 9"4"

3' - 6"

1/4" TEMP GLASS

PARTITION TYPE TAG LEGEND PARTITION TYPE CATEGORY VARIATION WITHIN CATEGORY

WRITTEN

HR-2

SEE SCHED.

2' - 1"

NOTE: VERTICAL DIMENSIONS OF GUARDRAIL ELEMENTS TYPICAL AT ALL GUARDRAILS. INSTALL ALL GUARDRAILS AND HANDRAILS TO MEET TAS REQUIREMENTS.

GR-1

PERMISSION

SEE SCHED.

MODIFIER

D1

MODIFIERS (all lower case): a = ACOUSTICAL (BATT INSULATION) r = RATED s = SMOKE ra = RATED ACOUSTICAL p = PARTIAL HEIGHT

HM OR PLAM DOOR

FIRE RATED HM OR PLAM DOOR EQ

EQ

PARTITION TYPE LEGEND

EPOXY MORTOR. BEVEL AS PER INSTALLATION REC

FINISHED FLOOR (RE: RM FIN SCHED)

USED

1 1/2" STEEL PIPE RAIL (RE: SPEC)

A2r

WITHOUT

D2

4 A100.3

ACOUSTICAL (NON-RATED) PARTITION 1HR RATED WALL

RE:STRUCTURE

UNO

OR

WHERE EDGE OCCURS

1/2"

1/2" MIN

2 1/2"

SECTION

1 1/2" STEEL PIPE RAIL PAINTED WELDED TO BAR SUPPORT

WHERE EDGE OCCURS

1 1/2" STEEL PIPE RAIL (RE: SPEC) CORE DRILLED POST HOLE

3/8" PAINTED STEEL ROD HAND RAIL SUPPORT FINISHED WELDED TO STEEL BALUSTER OR ATTACHED TO WALL ESCUTCHEON PLATE

EPOXY MORTOR (RE: SPEC)

11"

11R @6 1/2"

11"

1' - 0" PLAN

8 A100.3

ELEV STAIR AND PLATFORM - GUARDRAIL + HANDRAIL

4 A100.3

SCALE: 1 1/2" = 1'-0"

FLOOR EMBED HANDRAIL

TYP. ACCESSIBLE BENCH DETAIL

6 A100.3

SCALE: 1 1/2" = 1'-0"

" 1/2

4" MIN

R7

HANDRAIL RETURN (WHERE OCCURS) PROVIDE CLOSED END

POST HOLE

NOT

POST WIDTH

SHALL

1/2" MIN

BE

LINE OF STEEL GUARD RAIL OR WALL

GALV STEEL CLOSER

5 A100.3

SCALE: 6" = 1'-0"

DEPICTED

SCALE: 1 1/2" = 1'-0"

TYP. ACCESSIBLE BENCH DETAIL SCALE: 1 1/2" = 1'-0"

INFORMATION

ELEV STAIR - GUARDRAIL + HANDRAIL

A100.3

4" MIN

NOTE: ALL HANDRAILS MUST RETURN TO WALL, GUARDRAIL, OR FLOOR 36" TYP

9

1 1/2"

3' - 2"

3' - 0 1/2"

3" MIN

4' - 0"

EMBED DEPTH

1HR RATED WALL - ACOUSTICAL

DBL 20 GA MIN MTL STUDS AT JAMB SEALANT ENT PERIM TYP BOTH SIDES

SEALANT AT FRAME WHERE VINYL FLR MAT'L IS USED

DOOR SWEEP CONCRETE SLAB RE: STRUCT

HM JAMB ANCHOR DR (RE: DR SCHED FOR TYPE AND SWING)

BATT INSUL (SOUND ATTENUATION WHERE SPECIFIED)

"A" DEPTH

MTL STUD 3/8" MIN

A100.3

TYP EXT HM DR THRESHOLD DTL

2 A100.3

SCALE: 3" = 1'-0"

TYP INT WALL A-FRAME WIDTH B-WALL WIDTH C-STUD WIDTH 5-3/4" 4-7/8" 3-5/8" 6" 8-1/4" 7-1/4" 10-1/4" 9-1/4" 8" 5-3/4" 4-5/8" 3-5/8" 8" 7" 6" 10" 9" 8"

CATEGORY D PARTITIONS

DEFLECTION CONNECTION DETAILS "NO CLG"

DEFLECTION CONNECTION

FIRESTOP

SEE BASE CONDITION FOR BALANCE OF INFORMATION

4 5/8" PART. DEPTH @ S3

3/8" MIN

UL DESIGN No. U415 SYSTEM B

MTL STUD

FIRESTOP

MTL TRACK FIN BASE AS SCHEDULED SEALANT ENT PERIM (TYP BOTH SIDES)

FLOOR STRUCTURE

FLOOR STRUCTURE

FIN BASE AS SCHEDULED

BASE CONDITION. ALL PARTITIONS

CATEGORY S PARTITIONS

1 3/4"

5/8" GYP BD ONE SIDE AS SCHEDULED BATT INSUL (WHERE SPECIFIED)

"B" "D"

LT GA MTL TRACK FRM SEALANT ENT PERIM

"E"

"E"

HM FRM (RE: SPEC)

3/8" PAINTED STEEL ROD HAND RAIL SUPPORT FINISHED WELDED TO STEEL BALUSTER PAINTED STEEL BALUSTER

DR STOP BEYOND

DR (RE: DR SCHED FOR TYPE AND SWING) "A" DEPTH

7 A100.3

TYP. ACCESSIBLE BENCH DETAIL SCALE: 6" = 1'-0"

"D"

GYP BD (RE: PART TYPE)

BASE CONDITION. ALL PARTITIONS

CATEGORY B PARTITIONS

"C"

(1 1/2" MIN)

1 1/2" STEEL PIPE RAIL PAINTED WELDED TO BAR SUPPORT

2 1/2" STUD @ B1 3 5/8" STUD @ B2

EXISTING STRUCTURE/SUBSTRATE MTL "H" STUD MTL "J" RUNNER

1 3/4"

(1 1/2" MIN)

TOP AT PARTITIONS B1, B2

2-HR FIRE RATINGS IN THIS CATEGORY

HANDRAIL RETURN (SHOWN BEYOND) WHERE OCCURS

NOTE: RE: HM DR FRM WIDTH SCHED FOR DIMS

1 A100.3

TYP INT HM DR HEAD DTL SCALE: 3" = 1'-0"

REVISIONS NO. DESCRIPTION

DATE

OF

ROOF / FLOOR STRUCTURE ABOVE

TOP AT ALL "S3" PARTITIONS

VERTICAL SECTION

E-FRAME EDGE 7/16" 1/2" 1/2" 9/16" 1/2" 1/2"

NOTE: 3 JAMB ANC FOR HT UP TO 7'-2" AND 4 JAMB ANC FROM 7'-3" THRU 9'-0"

MTL "J" RUNNER MTL "H" STUD SEE BASE CONDITION FOR BALANCE OF INFORMATION

1" GYP BD AS SCHEDULED 2 LAYERS 1/2" GYP BD AS SCHEDULED BATT INSUL (WHERE SCHEDULED)

D-GYP BD 5/8" 5/8" 5/8" 1/2" 1/2" 1/2"

IS

ROOF / FLOOR STRUC ABOVE

SCALE: 3" = 1'-0"

TYP HM FRAME WIDTH SCHED (MTL STUD WALL)

FLOOR STRUCTURE

BASE CONDITION. ALL PARTITIONS

UL DESIGN No. U411

TYP INT HM DR JAMB DTL

2"

1-HR FIRE RATING AT DESIGNATED PARTITIONS IN THIS CATEGORY

3

ACOUSTIC JOINT SEALANT ENT PERIM (TYP BOTH SIDES)

VERTICAL SECTION

ASSOCIATES.

1/2"

2 LAYERS 5/8" GYP BD (TYPE "X" AT RATED PARTITIONS) BOTH SIDES AS SCHEDULED

MTL TRACK FIN BASE AS SCHEDULED

"E"

HM FRM (RE: SPEC)

FIN FLR MAT'L AS SCHED

6" STUD @ D2

"E"

THE

SEE BASE CONDITION FOR BALANCE OF INFORMATION

"D"

GYP BD (RE: PART TYPE)

BASE AS SCHEDULED

ALUM THRESHOLD INSTALL IN MASTIC PER MANF INSTRUCTIONS TO MEET ADA

"C"

2"

ROOF / FLOOR STRUCTURE ABOVE

TOP AT PARTITIONS D1,D2

WALL BEYOND (WHERE OCCURS)

DOOR (REF DOOR SCHED FOR TYPE AND SWING)

"D"

DRAWING(S)

DEFLECTION CONNECTION

OR

"B"

NOTE: RE: HM DR FRM WIDTH SCHED FOR DIMS

STAIR ADDITION DOOR SCHEDULE AND DETAILS

4' - 0" 3' - 0"

HM HM HM

SYCAMORE SQUARE MEDICAL CENTER - ADDITION

HM HM PLAM

HEAD

ARCHITECT

7' - 0" 7' - 0" 7' - 0"

Rating

THE

4' - 0" 4' - 0" 3' - 0"

DETAILS JAMB THRESH KEYNOTES

MIN STC ELEV

REPRODUCED

MATERIAL DOOR FRAME

&

1 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 1 1/2" STANDARD PIPE WALL MOUNTED HANDRAIL

SIZE WIDTH HEIGHT

WILLIAMS

HR-2

FROM TO DOOR # NUMBER NAME NUMBER NAME Level 2 FIN FLOOR A250.0 A250 STAIR A250.1 224 CORRIDOR A250 STAIR A251.0 224 CORRIDOR A251 STORE LEVEL 3 FIN FLOOR A350.0 329 CORRIDOR A350 STAIR A351.0 329 CORRIDOR A351 STORE

BOYNTON

GR-1

DESCRIPTION

PROPERTY

TYPE MARK

THE

1'-0" CLR

DRAWING

NOTE: VERTICAL DIMENSIONS OF GUARDRAIL ELEMENTS TYPICAL AT ALL GUARDRAILS. INSTALL ALL GUARDRAILS AND HANDRAILS TO MEET TAS REQUIREMENTS.

DOOR SCHEDULE- STAIR ADDITION

THIS

RAILING SCHEDULE

ISSUE DATE

10.21.22 PROJECT NO.

D22012 SHEET NO.

A100.3