1. BUILDING SHALL COMPLY WITH SECTION D.26.03 H.M.C. DRAINAGE OF ROOFS AND COURT YARDS. 2. BUILDING SHALL COMPLY WITH SECTION D.26 -17.01 H.M.C. -17.01 H.M.C. CENTRAL HEAT. 3. BUILDING SHALL COMPLY WITH SECTION D.26 - 17.07 - 17.07 H.M.C. SUPPLY HOT WATER. 4. BUILDING SHALL COMPLY WITH SECTION D.26 - 17.09 9 GAS - FUELED OR ELECTRIC HEATERS WHERE PERMITED. 5. BUILDING SHALL COMPLY WITH SECTION D.26 - 19.01 9.01 1 ELECTRIC LIGHTING EQUIPMENT IN DWELLINGS. 6. BUILDING SHALL COMPLY WITH SECTION D.26 - 19.03 9.03 3 ELECTRIC LIGHTING IN PUBLIC AREAS. 7. BUILDING SHALL COMPLY WITH SECTION D.26 - 20.05 20.05 5 LOCKS IN DOORS. 8. BUILDING SHALL COMPLY WITH SECTION D.26 - 21.05 21.05 5 STREET NUMBERS. 9. BUILDING SHALL COMPLY WITH SECTION D.26 - 30.11 H.M.C. 30.11 H.M.C. LIGHTING AND VENTILATION. 10. BUILDING SHALL COMPLY WITH SECTION D.26 - 31.13 31.13 ANITARY FACILITIES.
AutoCAD SHX Text
HOUSING MAINTENANCE NOTES:
AutoCAD SHX Text
CONSTRUCTION AND STRUCTURAL NOTES:
AutoCAD SHX Text
1. CONTACTOR SHALL PROPERLY SHORE , UNDERPIN AND MAKE SAFE ALL FLOORS, WALLS, FOOTING, FOUNDATIONS AND ADJACECT PROPERTY AS JOB CONDITION REQUIRED. 2. CONTRACTORS TO PROVIDE ALL NECEASSARY TEMPORARY SUPPORT FOR ALL WALLS AND FLOORS PROR TO COMPLETION OF LATERN AND LATERN LOADING. 3. ALL NEW FRAMING LLUMBER SHALL BE HEMLOCK, STRUCTURAL GRADE OR APPROVED EQUAL, WITH MINIMUN FB - 1,200 PSI AND SHALL BE GRADE MARKED AT MILL PRIORTO DELIVERY TO THE SITE NEW FLOOR JOINTS SHALL BE BASED ON 40 PSF LIVE LOAD 50 PSF TOTAL LOAD. 4. PROVIDE CROSS BRIGING MINIMUM 8'-0" O.C. FOR ALL NEW JOINTS. NO JOINTS SHALL BE NOTICED WITHOUT ARCHITECTS APPROVAL. 5. ALL MASONRY SHALL BE LAD IN 1:3 PORTLAND CEMENT MORTAR.
AutoCAD SHX Text
1. ALL CONCRETE WORK SHALL CONFORM WITH THE REQUIREMENTS OF THE CONCRETE INSTITUTE (ACI) 318.95 2. ALL CONCRETE, EXCEPT AS SPECIFICALLY NOTED HEREIN, SHALL BE STONE CONCRETE HAVING AN ULTIMATE COMPRESSIVE STRENGTH OF 3000 PSI AFTER 28 DAYS AND SHALL HAVE A MINIMUM CEMENT CONTENT OF AT LEAST 5 - BAGS PER CUBIC YARD. 12 BAGS PER CUBIC YARD. CONCRETE FOR SLAB ON GRADE SHALL BE 4000 PSI CONCRETE. CONCRETE ON METAL DECK SHALL BE LIGHT WEIGHT, 3000 PSI CONCRETE. CONCRETE FOR FOOTINGS AND FOUNDATIONS, 3000 PSI. 3. a. REINFORCING FOR REINFORCED CONCRETE ELEMENTS, UNLESS OTHERWISE SHOWN OR SPECIFIED, SHALL BE DEFORMED IN ACCORDANCE WITH ASTM -A615, GRADE 60 AND SHALL HAVE A MIN. YIELD POINT OF 60.000 PSI b. REINFORCING FOR COLUMN TIES AND BEAM STIRRUPS SHALL BE DEFORMED IN ACCORDANCE WITH ASTM-A615, GRADE 40 AND SHALL HAVE A MIN. YIELD POINT OF 40.000 PSI. 4. WELDED WIRE FABRIC SHALL HAVE A MIN. ULTIMATE STRENGTH OF 70.000 PSI. GROUND. 5 MIN. REINFORCEMENT PROTECTION, UNLESS OTHERWISE SHOWN, SHALL BE " FOR SLABS AND 34" FOR SLABS AND INTERIOR FACES OF WALLS, 1- " FOR BEAMS AND 12" FOR BEAMS AND GIRDERS, 2" FOR EXTERIOR FACES OF WALLS, 3" FOR FOOTINGS AND OTHERS STRUCTURAL CONCRETE DEPOSITED AGAINST NO CONCRETE SHALL BE POURED UNTIL THE REQUIRED PRELIMINARY TEST (PER NYCBC) HAVE BEEN MADE AND APPROVED. 6. ALL STRUCTURAL MEMBERS SHALL BE POURED FOR THEIR FULL DEPTH IN ONE OPERATION CONSTRUCTION JOINTS, SUCH AS DAYES AND POUR JOINTS, SHALL BE LOCATED IN THE MIDDLE THIRD OF THE SPAN. MAIN REINFORCING SHALL RUN THROUGH THE JOINT. ROUGHEN AND SCARIFY JOINTS T EXPOSE AGGREGATE FOR CHEMICAL BOND. WET THROUGHLY AND SLUSH JOINT WITH 1:2 MORTAR, " 12" THICK, NOT MORE THAN 5 MINUTES BEFORE FRESH CONCRETE IS POURED AGAINST SURFACE. 7. ALL OPENINGS IN FOUNDATION WALLS, UNLESS OTHERWISE SHOWN, SHALL HAVE 2 # 6 BARS ADDITIONAL ON ALL SIDES AND SHALL EXTEND 2'-6" BEYOND EDGES OF OPENINGS. 8. THE CONTRACTOR SHALL COOPERATE WITH OTHER TRADES AND WHERE REQUIRED, INSTALL ALL BUILT-IN-WORK, SLEEVES, OPENINGS, INSERTS, ETC. AS REQUIRED FOR A CONCRETE JOB. LOCATION OF SLEEVES AND OPENINGS NOT SHOWN ON PLANS IS SUBJECT TO APPROVAL OF STRUCTURAL ENGINEER. 9. PROVIDE VERTICAL DOVETAIL, INSERTS AT 2'-0" O.C. MAX. IN ALL CONCRETE SURFACES FACED WITH 1'-3" OR GREATER HEIGHT OF BRICK OR BLOCK 10. ALL REBARS IN SLAB TO BE SUPPORTED BY PLASTIC COATED CHAIRS PER ACI CODE. 11. ALL REINFORCING SHALL BE DETAILED, FABRICATED AND PLACED, IN ACCORDANCE WITH ACI DETAILING MANUAL (LATEST EDITION). 12. ALL REINFORCING SHALL BE SUPPORTED IN FORMS, SPACED WITH NNECESSARYACCESSORIES AND SHALL BE SECURELY WIRED TOGETHER, IN ACCORDANCE WITH CRSI "MANUAL OF STANDARD PRACTICE" (LATEST EDITION). 13. SLUMP OF CONCRETE SHALL NOT EXCEED 4" UNLESS A HIGH RANGE WATER-REDUCING ADMIXTURE IS USED. THE SLUMP OF WATER -REDUCING ADMIXTURE SHALL NOT EXCEED 4" . THE SLUMP OF CONCRETE CONTAINING A HIGH RANGE WATER- RECUDING ADMIXTURE SHALL NOT EXCEED 8". 14. CONCRETE EXPOSED TO WEATHER SHALL BE AIR-ENTRAINED. AIR CONTENT SHALL BE BETWEEN 4 AND 8 PERCENT. 15. COARSE AGGREGATE SIZE SHALL BE NO57 OR LARGER. CONTRACTOR SHALL SUBMIT MIX DESIGNS FOR REVIEW BY THE PROJECT MANAGER WELL IN ADVANCE OF CONCRETE PLACEMENT. CONCRETE MIX DESIGN SHALL INCLUDE ALL STRENGTH DATA NECESSARY TO SHOW COMPLIANCE WITH THE PROJECT SPECIFICATIONS FOR EITHER THE TRIAL BATCH OR FIELD EXPERIENCE METHOD. 16. THE CONCRETE CONTRACTOR SHALL INCLUDE IN HIS PRICE, THE ADDITIONAL COST OF CONCRETE DUE TO THE DEFLECTION OF METAL DECK, STEEL BEAMMS AND GIRDERS.
AutoCAD SHX Text
GENERAL NOTES:
AutoCAD SHX Text
MECHANICAL VENTILATION NOTES:
AutoCAD SHX Text
1. INTERIOR BATHROOMS SHALL BE MECHANICALLY VENTILATED TO PROVIDE FOUR (4) CHANGES OR AIR PER HOUR, KITCHENETTE AREAS SHALL BE MECHANICALLY VENTILATED TO PROVIDE SIX (6) CHANGES OR AIR PER HOUR. 2. ALL ASPECTS OF MECHANICAL VENTILATION SYSTEMS SHALL COMPLY WITH SECTION 37 OF THE M.D.L. AND ALL OTHER APPLICABLE SECTIONS. 3. A STATEMENT SHALL BE FILED BY THE OWNER THAT STATES THE MECHANICALLY VENTILATION SYSTEMS WILL BE OPERATED CONTINUOSLY AT AL TIMES DURING THE NORMAL OCCUPANCY OF THE STRUCTURE AS PROVIDED IN THE APPLICABLE SECTION OF THE CODE. 4. BATHROOM DUCTS SHALL BE A MINIMUM OF 20gr. GALVANIZED METAL KITCHENETTE DUCTS SHALL BE A MINIMUM OF 18gr. GALVANIZED METAL, ALL DUCTS SHALL BE A MINIMUM OF 5" dia. AND BOXED IN AS REQUIRED PER FIRE RETARDING EXPLAINED BELOW. 5. DUCTS SHALL BE SUPPORTED AT EVERY FLOOR AND PER RS 13-1 AND 13-2. ALL JOINTS AND ELBOWS SHALL BE TIGHT FITTING AND SCREWED. 6. FIRE RETIED ALL DUCWORK HAVING A CROSS SECTIONAL ARE OF UNDER 2SQFT WITH CONSTRUCTION HAVING A FIRE RESISTANCE RATING OF 1 HR PLACED AS CLOSE AS POSSIBLE TO THE DUCT IN LIEU OF A SHAFT PER 3-3.3.1 OF RS 13-1, FILL THE SPACE BETWEEN THE DUCT AND THE FLOOR SOLIDLY WITH INERT COMBUSTIBLE MATERIAL FOR THE FULL DEPTH OF THE FLOOR CONSTRUCTION, USE 58" SHEET ROCK FIRECODE 60 AS THE MATERIAL FOR 1HR RATED CONSTRUCTION AROUND THE DUCTS. 7. EXACT LOCATION OF THE DUCT RUNS SHALL BE COORDINATED WITH THE ARCHITECT IN THE FIELD. 8. EACH BATHROOM EXHAUST FAN SHALL BE INDIVIDUALLY WIRED TO OPERATE WITH THE BATHROOM LIGHT SWITCH. EACH KITCHENETTE EXHAUST FAN SHALL BE WIRED AND SWITCHED INDEPENDENTLY.
AutoCAD SHX Text
1)
AutoCAD SHX Text
2)
AutoCAD SHX Text
3)
AutoCAD SHX Text
4)
AutoCAD SHX Text
5)
AutoCAD SHX Text
7)
AutoCAD SHX Text
6)
AutoCAD SHX Text
8)
AutoCAD SHX Text
9)
AutoCAD SHX Text
ALL PLUMBING FIXTURE TO HAVE SHUT-OFF VALVES AND AIR CHAMBERS " LONG AT END OF LINE, AT 12" LONG AT END OF LINE, AT LINE OF FIXTURES TO PREVENT WATER HAMMER.
AutoCAD SHX Text
ALL PLUMBING LINES SHALL BE INSTALLED LEVEL AND PLUMB. HOT AND COLD SHALL BE 6" APART AND PROPERLY SUPPORTED AND INSULATED WITH " 12" ARMAFLEX ON METAL TRAPEZE 8'-0" O.C.
AutoCAD SHX Text
PLUMBING CONTRACTOR SHALL DO ALL WORK AS PER LOCAL CODE.
AutoCAD SHX Text
PLUMBING CONTRACTOR SHALL BE LICENSED AND SHALL SECURE ALL REQUIRED PERMITS BEFORE COMMENCING WORK.
AutoCAD SHX Text
ALL FRESH WATER LINES TO BE T.P. COPPER OF PROPER SIZE AND WITH SHUT-OFF VALVES AT ALL FIXTURES.
AutoCAD SHX Text
ALL PRESSURE TESTS SHALL BE PERFORMED AS REQUIRED BY LOCAL CODE.
AutoCAD SHX Text
ALL UNDERGROUND PIPING TO BE EXTRA HEAVY CAST IRON CAULKED JOINTS AND SUPPORTED BY CLEVIS HANGERS.
AutoCAD SHX Text
ALL UNDERGROUND PIPING SHALL BE TEMPORARILY SUPPORTED BEFORE POURING NEW SLAB.
AutoCAD SHX Text
ALL UNDERGROUND PIPING SHALL BE PROPERLY TEST BEFORE BACKFILLING IS DONE.
AutoCAD SHX Text
PLUMBING NOTES:
AutoCAD SHX Text
NOTE:
AutoCAD SHX Text
TO THE BEST OF MY KNOWLEDGE , BELIEF AND PROFESSIONAL JUDGMENT, THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE, USING CHAPTER - CHAPTER IV
CONTRACTOR SHALL PROVIDE CONTROLLED INSPECTIONS IN ACCORDANCE WITH APPLICABLE NYC BUILDING CODE PROVISIONS. WORK SUBJECT TO CONTROLLED INSPECTIONS SHALL INCLUDE THE FOLLOWING: 1. SMOKE CONTROL SYSTEMS BC 1704.14 2. MECHANICAL SYSTEMS BC 1704.15 3. STRUCTURAL SAFETY, STRUCTURAL STABILITY BC 1704.19 4. HEATING SYSTEMS BC 1704.23 5. FIRESTOP, DRAFTSTOP, AND FIREBLOCK SYSTEMS BC 1704.25 6. CONCRETE -CAST - IN - PLACE BC 1704.4
AutoCAD SHX Text
SPECIAL INSPECTION
AutoCAD SHX Text
SCALE: 1/4" = 1'-0"
AutoCAD SHX Text
SCALE: 3/32" = 1'-0"
AutoCAD SHX Text
1
AutoCAD SHX Text
Z-001
KITCHEN
LIVING ROOM
DINING ROOM
BEDROOM
FOYER
BATH
STORAGE
BOILER ROOM
BATH
OPEN CELLAR FOR
A
LAUNDRYAREA
A A A
CL
Bottom of suspense ceiling Bottom of suspense ceiling
Bottom of structural ceilingCeiling Line
top & bottomAcoustical sealant
@ 16" o. c.
on both sides 'wr' A bathroom
3 5/8" metal studs
Two layers type "x" gypsum bd.
2 1/2" top & bottomContinuous metal runner
& runners on 3 5/8" partition.Note: Use 3 5/8" metal studs
@ 16" o. c.
Ceiling Line
& runners on 3 5/8" partition.
top & bottomAcoustical sealant
Note: Use 3 5/8" metal studs
Floor Line
3 5/8" metal studs
2 HR. RATED INTERIOR PARTITIONSCALE: N.T.S.
1 HR. RATED INTERIOR PARTITIONSCALE: N.T.S.
One layers type "x" gypsum bd.on both sides 'wr' A bathroom
2 1/2" top & bottomContinuous metal runner
Floor Line
Ceiling Line
one layers type "x" gypsum bd.
EXTERIOR WALL
Floor Line
12" conc. block exterior wall
FC (type X)5/8" ceiling gypsum bd
1
base board
Bottom of suspense ceiling
@ 16" o. c.
Ceiling Line
& runners on 3 5/8" partition.
top & bottomAcoustical sealant
Note: Use 3 5/8" metal studs
Floor Line
3 5/8" metal studs
NONE RATED INTERIOR PARTITIONSCALE: N.T.S.
One layers gypsum bd.on both sides 'wr' A bathroom
2 1/2" top & bottomContinuous metal runner
UL: U-425
UL: U-425 UL: U-425UL: U-425 SCALE: N.T.S.
@ 16" o. c.3 5/8" metal studs
r-13 bath insulation
2 3
Ceiling Line
on both sides 'wr' A bathroomone layers type "x" gypsum bd.
FOUNDATION WALL
Floor Line
12" conc. wall
FC (type X)5/8" ceiling gypsum bd
5
base board
UL: U-425 SCALE: N.T.S.
@ 16" o. c.3 5/8" metal studs
r-19 bath insulation
STC: 50
STC: 50 STC: 50
4
FIRST FLOOR PLANCELLAR FLOOR PLAN
WALL ASSEMBLY
NO.
ARCHITECTS
ASKON ARCHITECTS, P.C.
DATE
PROJECT MANAGERS
ISSUE
REVISIONS
CLIENT
PROJECT
PLANS
SEAL & SIGNATURE
DATE:
PROJECT No.
DRAWN BY:
CHK BY:
DWG No.
A-001.00
CADD FILE No. 2 of 6
12/22/2015
AA/0913
AJAYI
AKEEB
TITLE
156-09 ROCKAWAY BLVD, SPRINGFIELD GRDS, NY 11434PHONE: 718 712 1600, 718 712 2098, FAX 718 712 5402
107-41 75TH STREET,
OZONE PARK, QUEENS, NY
AutoCAD SHX Text
F.A.: 251.50 SF
AutoCAD SHX Text
LIGHT:70.00 SF
AutoCAD SHX Text
VENT:35.00 SF
AutoCAD SHX Text
F.A.: 324.28 SF
AutoCAD SHX Text
LIGHT:55.00 SF
AutoCAD SHX Text
VENT:27.50 SF
AutoCAD SHX Text
F.A.: 166.20 SF
AutoCAD SHX Text
LIGHT:30.00 SF
AutoCAD SHX Text
VENT:15.00 SF
AutoCAD SHX Text
F.A: 217.20 SF
AutoCAD SHX Text
REF
AutoCAD SHX Text
UNEXCAVATED
AutoCAD SHX Text
UNEXCAVATED
AutoCAD SHX Text
CELLAR NOT TO BE USED FOR
AutoCAD SHX Text
SLEEPING, COOKING OR
AutoCAD SHX Text
RENTING PURPOSES
AutoCAD SHX Text
A-006
AutoCAD SHX Text
12
AutoCAD SHX Text
w
AutoCAD SHX Text
D
AutoCAD SHX Text
4"CONCRETE SLAB W/6X6X10 WWF OVER
AutoCAD SHX Text
4 MIL VAPOUR BARRIER
AutoCAD SHX Text
ON 6" COMPACTED FILL
AutoCAD SHX Text
THROUGH OUT
AutoCAD SHX Text
GAS METERS
AutoCAD SHX Text
EL. METERS
AutoCAD SHX Text
WATER METER
AutoCAD SHX Text
W
AutoCAD SHX Text
BOILER
AutoCAD SHX Text
12" THICK CONC. FOUND. WALL
AutoCAD SHX Text
W/2" METAL STUD R13 INSULATION
AutoCAD SHX Text
W 12X22 STEEL BEAM
AutoCAD SHX Text
4" DIA. STEEL LALLY COLUMN
AutoCAD SHX Text
W/3'-0"X3'-0"X 1'-6"
AutoCAD SHX Text
2'-0" X 1'-0" DEEP
AutoCAD SHX Text
CONC. FT'G TO REST
AutoCAD SHX Text
ON UNDISTURBED
AutoCAD SHX Text
2 TON MIN. BEARING
AutoCAD SHX Text
CAPACITY SOIL
AutoCAD SHX Text
(REFER TO BORINGS)
AutoCAD SHX Text
1 LAYER 5/8"
AutoCAD SHX Text
TYP. X GYP BOARD
AutoCAD SHX Text
ON ENTIRE CEILING
AutoCAD SHX Text
A-005
AutoCAD SHX Text
4
AutoCAD SHX Text
2
AutoCAD SHX Text
HOUSE TRAP AND PIT
AutoCAD SHX Text
W/MTL COVER
AutoCAD SHX Text
W 12X22 STEEL BEAM
AutoCAD SHX Text
C.M. & S.D.
AutoCAD SHX Text
1HR RATED WALL
AutoCAD SHX Text
F.P.S.C. 2 HR
AutoCAD SHX Text
HWH
AutoCAD SHX Text
FD
AutoCAD SHX Text
FD
AutoCAD SHX Text
BEAM POCKET
AutoCAD SHX Text
W/1/2 " BEARING
AutoCAD SHX Text
PLATE
AutoCAD SHX Text
10"x10" FRESH AIR VENT
AutoCAD SHX Text
COLUMN ABOVE
AutoCAD SHX Text
BEAM POCKET W/1/2" BEARING PLATE
AutoCAD SHX Text
BEAM POCKET W/1/2" BEARING PLATE
AutoCAD SHX Text
4" DRYER VENT
AutoCAD SHX Text
COLUMN ABOVE
AutoCAD SHX Text
4
AutoCAD SHX Text
2
AutoCAD SHX Text
2
AutoCAD SHX Text
EXHAUST HOOD ABOVE 125 CFM
AutoCAD SHX Text
LOAD BEARING WALL
AutoCAD SHX Text
M.VENT 75 CFM
AutoCAD SHX Text
2'-6" X 4'-6" GLASS BLOCK WINDOW
AutoCAD SHX Text
4
AutoCAD SHX Text
4
AutoCAD SHX Text
5
AutoCAD SHX Text
4
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
5
AutoCAD SHX Text
4"X4"POST (TYP)
AutoCAD SHX Text
4
AutoCAD SHX Text
4
AutoCAD SHX Text
4"X4"POST (TYP)
AutoCAD SHX Text
4"X4"POST (TYP)
AutoCAD SHX Text
LINE OF ROOF
AutoCAD SHX Text
PLATFORM
AutoCAD SHX Text
3
AutoCAD SHX Text
12"DEAP DROP ARCH
AutoCAD SHX Text
C.M. & S.D.
AutoCAD SHX Text
CONC. FT'G
AutoCAD SHX Text
4" STEEL LALLY COLUMN
AutoCAD SHX Text
W/3'-0"X3'-0"X 1'-6"
AutoCAD SHX Text
CONC. FT'G
AutoCAD SHX Text
DN
AutoCAD SHX Text
8R
AutoCAD SHX Text
8R
AutoCAD SHX Text
DN
AutoCAD SHX Text
42" HIGH METAL RAILING
AutoCAD SHX Text
BALCONY ABOVE
AutoCAD SHX Text
C6X10.5
AutoCAD SHX Text
C6X10.5
AutoCAD SHX Text
C6X10.5
AutoCAD SHX Text
2X12 F.J.
AutoCAD SHX Text
@ 12" O.C.
AutoCAD SHX Text
2X12 F.J.
AutoCAD SHX Text
@ 12" O.C.
AutoCAD SHX Text
2X12 F.J.
AutoCAD SHX Text
@ 12" O.C.
AutoCAD SHX Text
2X12 F.J.
AutoCAD SHX Text
@ 12" O.C.
AutoCAD SHX Text
2X12 F.J.
AutoCAD SHX Text
@ 12" O.C.
AutoCAD SHX Text
2X12 F.J.
AutoCAD SHX Text
@ 12" O.C.
AutoCAD SHX Text
C.M. & S.D.
AutoCAD SHX Text
2HR RATED
AutoCAD SHX Text
4" STEEL LALLY COLUMN
AutoCAD SHX Text
LINE OF SECOND FLOOR ABOVE
AutoCAD SHX Text
CANOPY ABOVE
AutoCAD SHX Text
STEEL HANDRAIL ALL AROUND
AutoCAD SHX Text
2X8 R.R.
AutoCAD SHX Text
@ 12" O.C.
AutoCAD SHX Text
INTERIOR: 3-5/8" 14 GA METAL STUDS @ 12"O.C. WITH CONTINUOUS RIGID INSULATION R15 OR BETTER, ALL AROUND.
AutoCAD SHX Text
EXTERIOR: 2HR RATED 8"CONC. BLK. 75% SOLID
AutoCAD SHX Text
2 HR FIRE RATED WALL 2- LAYERS " GYP. BOARD STC 55 (BSA #301-60 58" GYP. BOARD STC 55 (BSA #301-60 SM) EACH SIDE ON 2- MTL. STUD. 12 MTL. STUD. SECURED TO EACH SIDE OF METAL STUDS, A 24 GA. 36"X48" STEEL SHEET SECURED BETWEEN GYPSUM PANELS 18" ABOVE FLOOR LINE. VERALL ASSEMBLY THICKNESS IS 4- "12"
AutoCAD SHX Text
EXTERIOR WALL 6", 8" OR 12" CONCRETE BLOCK WITH FACING BRICK ON EXTERIOR SIDE OF THE BRICK. ON INTERIOR SIDE OF BRICK PROVIDE 1 LAYER OF " GYP. BD STC 55 58" GYP. BD STC 55 (BSA #301-60) ON 2- " METAL STUDS 12" METAL STUDS A 24 GA. 36" x 48" STEEL SHEET SECURED BETWEEN GYB PANELS 18 ABOVE FLOOR LINE.
AutoCAD SHX Text
SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR SMOKE ALARM SHALL RECEIVE ITS PRIMARY POWER FROM A DEDICATED BRANCH CIRCUIT. ALL SUCH ALARMS WITHIN AN INDIVIDUAL DWELLING UNIT SHALL BE INTERCONNECTED
AutoCAD SHX Text
CONCRETE WALL SEE DWG. FOR THICKNESS (2 HR RATED)
AutoCAD SHX Text
1 HR FIRE RATED WALL 1 LAYER " GYP. BOARD 58" GYP. BOARD STC 50 (BSA #453-73 SM) ON 2- " MTL. STUD 12" MTL. STUD INCLUDING SOUND ATTENUATION BLANKET. PROVIDE " TILE BACKER BD. AT WET AREAS 58" TILE BACKER BD. AT WET AREAS RECEIVING CERAMIC TILES.
AutoCAD SHX Text
2 HR FIRE RATED INTERIOR WALL (HALL WAY) 2- LAYERS " GYP. BOARD STC 55 (BSA #301-60 58" GYP. BOARD STC 55 (BSA #301-60 SM) EACH SIDE ON 2- MTL. STUD. 12 MTL. STUD. SECURED TO EACH SIDE OF METAL STUDS, A 24 GA. 36"X48" STEEL SHEET SECURED BETWEEN GYPSUM PANELS 18" ABOVE FLOOR LINE. VERALL ASSEMBLY THICKNESS IS 4- "12"
AutoCAD SHX Text
SD/CO
AutoCAD SHX Text
SMOKE ALARM SHALL RECEIVE ITS PRIMARY POWER FROM A DEDICATED BRANCH CIRCUIT. ALL SUCH ALARMS WITHIN AN INDIVIDUAL DWELLING UNIT SHALL BE INTERCONNECTED
AutoCAD SHX Text
A
AutoCAD SHX Text
4
AutoCAD SHX Text
6
AutoCAD SHX Text
3
AutoCAD SHX Text
3
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
2
AutoCAD SHX Text
5
AutoCAD SHX Text
5
AutoCAD SHX Text
5
AutoCAD SHX Text
5
AutoCAD SHX Text
5
AutoCAD SHX Text
5
AutoCAD SHX Text
5
AutoCAD SHX Text
5
AutoCAD SHX Text
LOAD BEARING WALL
AutoCAD SHX Text
SILL
AutoCAD SHX Text
M.VENT 75 CFM
AutoCAD SHX Text
M.VENT 150 CFM
AutoCAD SHX Text
A-003
AutoCAD SHX Text
A-005
AutoCAD SHX Text
3
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
4
AutoCAD SHX Text
A-003
AutoCAD SHX Text
A-003
AutoCAD SHX Text
2
AutoCAD SHX Text
A-004
AutoCAD SHX Text
A-004
AutoCAD SHX Text
A-003
AutoCAD SHX Text
A-004
AutoCAD SHX Text
A-004
AutoCAD SHX Text
A-005
AutoCAD SHX Text
A-005
AutoCAD SHX Text
CLOSET
AutoCAD SHX Text
DN
AutoCAD SHX Text
UP
AutoCAD SHX Text
UP
AutoCAD SHX Text
15R
AutoCAD SHX Text
15R
AutoCAD SHX Text
15R
AutoCAD SHX Text
5
AutoCAD SHX Text
22
AutoCAD SHX Text
A-006
AutoCAD SHX Text
SCALE: 1/4" = 1'-0"
AutoCAD SHX Text
SCALE: 1/4" = 1'-0"
AutoCAD SHX Text
1
AutoCAD SHX Text
A-001
AutoCAD SHX Text
2
AutoCAD SHX Text
A-001
BEDROOM BEDROOM
BEDROOM
W.I.C
MASTER BEDROOM
FAMILY AREA
BATH
BATH
BALCONY
WINDOW SCHEDULE
LINTEL SCHEDULE
A AA
A
2ND FLOOR PLAN ROOF PLAN
NO.
ARCHITECTS
ASKON ARCHITECTS, P.C.
DATE
PROJECT MANAGERS
ISSUE
REVISIONS
CLIENT
PROJECT
PLANS
SEAL & SIGNATURE
DATE:
PROJECT No.
DRAWN BY:
CHK BY:
DWG No.
A-002.00
CADD FILE No. 3 of 6
12/22/2015
AA/0913
AJAYI
AKEEB
TITLE
156-09 ROCKAWAY BLVD, SPRINGFIELD GRDS, NY 11434PHONE: 718 712 1600, 718 712 2098, FAX 718 712 5402
107-41 75TH STREET,
OZONE PARK, QUEENS, NY
AutoCAD SHX Text
CLOSET
AutoCAD SHX Text
CLOSET
AutoCAD SHX Text
CLOSET
AutoCAD SHX Text
CLOSET
AutoCAD SHX Text
CLOSET
AutoCAD SHX Text
CLOSET
AutoCAD SHX Text
CLOSET
AutoCAD SHX Text
F.A.: 232.53 SF
AutoCAD SHX Text
LIGHT: 40.30 SF
AutoCAD SHX Text
VENT: 20.15 SF
AutoCAD SHX Text
F.A.: 166.44 SF
AutoCAD SHX Text
LIGHT: 22.50 SF
AutoCAD SHX Text
VENT: 11.25 SF
AutoCAD SHX Text
F.A.: 121.05 SF
AutoCAD SHX Text
LIGHT: 22.50 SF
AutoCAD SHX Text
VENT: 11.25 SF
AutoCAD SHX Text
F.A.: 121.24 SF
AutoCAD SHX Text
LIGHT:22.50 SF
AutoCAD SHX Text
VENT: 11.25 SF
AutoCAD SHX Text
M.VENT 75 CFM
AutoCAD SHX Text
F.A.: 172.61 SF
AutoCAD SHX Text
LIGHT: 22.50 SF
AutoCAD SHX Text
VENT: 11.25 SF
AutoCAD SHX Text
42" HIGH HANDRAIL
AutoCAD SHX Text
3'-5/8" 14 GA METAL STUDS @ 12" O.C. WITH CONTINUOUS RIGID INSULATION R15 OR BETTER ALL AROUND.
AutoCAD SHX Text
STUDS TO BE 12" O.C. TO ALIGN WITH FLOOR JOISTS
AutoCAD SHX Text
4
AutoCAD SHX Text
4
AutoCAD SHX Text
4
AutoCAD SHX Text
4
AutoCAD SHX Text
PROPOSED 3'X4' SKYLIGHT
AutoCAD SHX Text
(2)2X122X12
AutoCAD SHX Text
(2)2X122X12
AutoCAD SHX Text
4
AutoCAD SHX Text
4
AutoCAD SHX Text
4
AutoCAD SHX Text
C.M. & S.D.
AutoCAD SHX Text
C.M. & S.D.
AutoCAD SHX Text
C.M. & S.D.
AutoCAD SHX Text
C.M. & S.D.
AutoCAD SHX Text
C.M. & S.D.
AutoCAD SHX Text
4
AutoCAD SHX Text
AS PER ZR 23-131 MAX WIDTH OF BALCONY: 50% OF BUILDING WIDTH 27.00' X 0.50=13.50'
AutoCAD SHX Text
4
AutoCAD SHX Text
SLOPE
AutoCAD SHX Text
SLOPE
AutoCAD SHX Text
@16" O.C.
AutoCAD SHX Text
2x6 @ 32" O.C
AutoCAD SHX Text
COLLAR BEAM
AutoCAD SHX Text
2 X 10 RAFTERS
AutoCAD SHX Text
@16" O.C.
AutoCAD SHX Text
SLOPE
AutoCAD SHX Text
RAFTERS
AutoCAD SHX Text
2X10 @ 16" O.C.
AutoCAD SHX Text
SLOPE
AutoCAD SHX Text
RAFTERS
AutoCAD SHX Text
2X10 @ 16" O.C.
AutoCAD SHX Text
(2)2X12 ROOF RIDGE2X12 ROOF RIDGE
AutoCAD SHX Text
2 X 10 RAFTERS
AutoCAD SHX Text
ROOF
AutoCAD SHX Text
VENT
AutoCAD SHX Text
CONTINUOUS ROOF RIDGE VENT (TYP.) SEE DETAIL
AutoCAD SHX Text
CLASS 'C' ROOF CONSTRUCTION WITH " 34" CDX PLYWOOD, 15 LBS ROOF FELT AND ASPHALT SHINGLES.
AutoCAD SHX Text
PROVIDE R38 INSULATION AT ROOF
AutoCAD SHX Text
ALUMINUM GUTTER AND LEADER TO BR CONNECTED TO AN APPROVED DRAINAGE SYSTEM (TYP.)
AutoCAD SHX Text
2x10 HIP RIDGE
AutoCAD SHX Text
2x10 HIP RIDGE
AutoCAD SHX Text
2x10 HIP RIDGE
AutoCAD SHX Text
2x10 HIP RIDGE
AutoCAD SHX Text
PROPOSED 3'X4' SKYLIGHT, PROVIDE FLASHING AS REQUIRED
AutoCAD SHX Text
CLASS 'C' ROOF CONSTRUCTION WITH " 34" CDX PLYWOOD, 15 LBS ROOF FELT AND ASPHALT SHINGLES.
AutoCAD SHX Text
ROOF
AutoCAD SHX Text
VENT
AutoCAD SHX Text
NOTES: 1-PROVIDE STEEL LINTELS OVER ALL MASONRY 2-PROVIDE DOUBLE HEADERS OVER OPENINGS 3-G.C. TO NOTIFY ARCHITECT IF ANY DISCREPANCY 4-ALL FINISHES AS PER OWNER
AutoCAD SHX Text
FINISH
AutoCAD SHX Text
2-2'-0"X4'-0"
AutoCAD SHX Text
2-3'-0"X4'-0"
AutoCAD SHX Text
DOUBLE HUNG
AutoCAD SHX Text
LINTEL
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
LOCATION
AutoCAD SHX Text
9'-0"X5'0"
AutoCAD SHX Text
VINYL CLAD
AutoCAD SHX Text
TYPE
AutoCAD SHX Text
BAY WINDOW (4) DOUBLE HUNG
AutoCAD SHX Text
ALL WINDOWS TO HAVE THERMAL BREAK
AutoCAD SHX Text
3'-0"X4'-0"
AutoCAD SHX Text
3'-0"X1'-4"
AutoCAD SHX Text
2'-6"X3'-6"
AutoCAD SHX Text
SLIDER
AutoCAD SHX Text
DOUBLE HUNG
AutoCAD SHX Text
TIPICAL LINTEL DETAILS
AutoCAD SHX Text
1" AIR SPACE
AutoCAD SHX Text
2"x8" HDR.
AutoCAD SHX Text
BOLTED TO HDR.
AutoCAD SHX Text
STEEL ANGLE
AutoCAD SHX Text
4"x3-1/2"x5/16"
AutoCAD SHX Text
W/ 1/2""x11" STEEL PLATE
AutoCAD SHX Text
(2) 2"x12" FLITCH BEAM
AutoCAD SHX Text
ON 15# FELT OR TYVEK OVER
AutoCAD SHX Text
1/2" EXT. GRADE PLYWOOD
AutoCAD SHX Text
FLASHING & WEEP HOLES
AutoCAD SHX Text
BOLTED TO HDR.
AutoCAD SHX Text
STEEL ANGLE
AutoCAD SHX Text
6"x3-1/2"x3/8"
AutoCAD SHX Text
SELECTED 4" BRICK VENEER
AutoCAD SHX Text
MORE THAN 4'-0"
AutoCAD SHX Text
FOR SPANS
AutoCAD SHX Text
FOR SPANS
AutoCAD SHX Text
LESS THAN 4'-0"
AutoCAD SHX Text
WALL LINTEL SPAN LINTEL SIZE
AutoCAD SHX Text
4'-1" THRU 5'-0" ONE 4"X3 1/2"X3/8" ANGLE
AutoCAD SHX Text
5'-1" THRU 6'-6" ONE 5"X3 1/2"X5/16"ANGLE
AutoCAD SHX Text
6'-7" THRU 8'-0" ONE 6"X3 1/2"X5/16"ANGLE
AutoCAD SHX Text
4" 0'-0" THRU 4'-0" ONE 4"X3 1/2"X5/16" ANGLE
AutoCAD SHX Text
8"-10" 0'-0" THRU 4'-0" TWO 4"X3 1/2"X5/16" ANGLES
AutoCAD SHX Text
4'-1" THRU 5'-0" TWO 4"X3 1/2"X3/8" ANGLES
AutoCAD SHX Text
5'-1" THRU 6'-6" TWO 5"X3 1/2"X5/16"ANGLES
AutoCAD SHX Text
6'-7" THRU 8'-0" ONE W8X15 & 5/16"X7" PLATES
AutoCAD SHX Text
4'-1" THRU 5'-0" " " " " " " " " " "
AutoCAD SHX Text
6'-7" THRU 8'-0" ONE W8X18 & 5/16"X11" PLATES
AutoCAD SHX Text
5'-1" THRU 6'-6" THREE 5"X3 1/2"X5/16"ANGLES
AutoCAD SHX Text
12"-14" 0'-0" THRU 4'-0" THREE 4"X3 1/2"X5/16"ANGLES
AutoCAD SHX Text
12"
AutoCAD SHX Text
8"
AutoCAD SHX Text
4"
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
2
AutoCAD SHX Text
2
AutoCAD SHX Text
2
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
6
AutoCAD SHX Text
6
AutoCAD SHX Text
3
AutoCAD SHX Text
2
AutoCAD SHX Text
SYMBOL
AutoCAD SHX Text
1
AutoCAD SHX Text
4
AutoCAD SHX Text
5
AutoCAD SHX Text
6
AutoCAD SHX Text
LIVING ROOM (BAY WINDOW)
AutoCAD SHX Text
BEDROOMS
AutoCAD SHX Text
DINING ROOM
AutoCAD SHX Text
KITCHEN
AutoCAD SHX Text
CELLAR
AutoCAD SHX Text
BATH ROOMS
AutoCAD SHX Text
REMARKS
AutoCAD SHX Text
(2) DOUBLE HUNG
AutoCAD SHX Text
DOUBLE HUNG
AutoCAD SHX Text
VINYL CLAD
AutoCAD SHX Text
VINYL CLAD
AutoCAD SHX Text
VINYL CLAD
AutoCAD SHX Text
VINYL CLAD
AutoCAD SHX Text
VINYL CLAD
AutoCAD SHX Text
ROOF
AutoCAD SHX Text
VENT
AutoCAD SHX Text
M.VENT 75 CFM
AutoCAD SHX Text
A-5
AutoCAD SHX Text
2
AutoCAD SHX Text
A-5
AutoCAD SHX Text
A-5
AutoCAD SHX Text
A-5
AutoCAD SHX Text
3
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
A-004
AutoCAD SHX Text
A-005
AutoCAD SHX Text
4
AutoCAD SHX Text
A-004
AutoCAD SHX Text
A-005
AutoCAD SHX Text
4
AutoCAD SHX Text
4
AutoCAD SHX Text
2
AutoCAD SHX Text
A-004
AutoCAD SHX Text
A-005
AutoCAD SHX Text
A-005
AutoCAD SHX Text
A-004
AutoCAD SHX Text
2X8 C.J.
AutoCAD SHX Text
@ 12" O.C.
AutoCAD SHX Text
2X8 C.J.
AutoCAD SHX Text
@ 12" O.C.
AutoCAD SHX Text
15R
AutoCAD SHX Text
DN
AutoCAD SHX Text
SCALE: 1/4" = 1'-0"
AutoCAD SHX Text
SCALE: 1/4" = 1'-0"
AutoCAD SHX Text
3
AutoCAD SHX Text
A-002
AutoCAD SHX Text
4
AutoCAD SHX Text
A-002
FIRST FLOOR
SECOND FLOOR
CELLAR
COOKING
RANGE
DRYER
GAS METER
20
19
21
1'-0
"
2'-6"
min
4"-
0"
10" 2"
PLUMBING RISER DIAGRAM
GAS RISER DIAGRAM
NO.
ARCHITECTS
ASKON ARCHITECTS, P.C.
DATE
PROJECT MANAGERS
ISSUE
REVISIONS
CLIENT
PROJECT
SECTION
RISER DIAGRAMS
SEAL & SIGNATURE
DATE:
PROJECT No.
DRAWN BY:
CHK BY:
DWG No.
A-003.00
CADD FILE No. 4 of 6
12/22/2015
AA/0913
AJAYI
AKEEB
TITLE
156-09 ROCKAWAY BLVD, SPRINGFIELD GRDS, NY 11434PHONE: 718 712 1600, 718 712 2098, FAX 718 712 5402
107-41 75TH STREET,
OZONE PARK, QUEENS, NY
SECTION A-A
AutoCAD SHX Text
FIRST FLOOR
AutoCAD SHX Text
EL.: 20.02
AutoCAD SHX Text
EL.:16.52
AutoCAD SHX Text
BASE PLANE
AutoCAD SHX Text
SECOND FLOOR
AutoCAD SHX Text
TOP OF PLATE
AutoCAD SHX Text
TOP OF ROOF
AutoCAD SHX Text
1/2" PLYWOOD SUB-FLOOR
AutoCAD SHX Text
EL.: 29.52
AutoCAD SHX Text
EL:37.5237.52
AutoCAD SHX Text
EL:44.1044.10
AutoCAD SHX Text
EL.:-10.52
AutoCAD SHX Text
CELLAR
AutoCAD SHX Text
1
AutoCAD SHX Text
A-006
AutoCAD SHX Text
2"X 12" WOOD JOIST @ 12" 0.C
AutoCAD SHX Text
2"X 12" WOOD JOIST @ 12" 0.C
AutoCAD SHX Text
ACTUAL BUILDING HT. (35'-0" MAX.)
AutoCAD SHX Text
ACTUAL STREET WALL HT.
AutoCAD SHX Text
GUTTER
AutoCAD SHX Text
2x12 RIDGE BOARD
AutoCAD SHX Text
2X8 @ 16 O.C. WOOD CEILING JOISTS
AutoCAD SHX Text
5/8" TYPE X GYP. BD. (TYP.)
AutoCAD SHX Text
5/8" TYPE X GYP. BD. (TYP.)
AutoCAD SHX Text
1/2" PLYWOOD SUB-FLOOR
AutoCAD SHX Text
PROVIDE R13 INSULATION
AutoCAD SHX Text
4" STRUCTURAL CONC. SLAB
AutoCAD SHX Text
PROVIDE FIRE STOPPING
AutoCAD SHX Text
2X10 RIDGE
AutoCAD SHX Text
2X10 RIDGE
AutoCAD SHX Text
2X10 C.B. @ 32" O.C.
AutoCAD SHX Text
EXISTING SEWER
AutoCAD SHX Text
CELLAR
AutoCAD SHX Text
HOUSE TRAP
AutoCAD SHX Text
TO
AutoCAD SHX Text
C.O.
AutoCAD SHX Text
2ND FL.
AutoCAD SHX Text
3"
AutoCAD SHX Text
3"
AutoCAD SHX Text
ROOF
AutoCAD SHX Text
4"
AutoCAD SHX Text
4"X.H.C.I.
AutoCAD SHX Text
KITCHEN SINK
AutoCAD SHX Text
4"
AutoCAD SHX Text
2"
AutoCAD SHX Text
W.C.
AutoCAD SHX Text
2"
AutoCAD SHX Text
LAV.
AutoCAD SHX Text
1 1/2"
AutoCAD SHX Text
2"
AutoCAD SHX Text
2"
AutoCAD SHX Text
2"
AutoCAD SHX Text
1 1/2"
AutoCAD SHX Text
2"
AutoCAD SHX Text
6"
AutoCAD SHX Text
1ST FL.
AutoCAD SHX Text
C.O.
AutoCAD SHX Text
2"
AutoCAD SHX Text
2"
AutoCAD SHX Text
2"
AutoCAD SHX Text
LAV.
AutoCAD SHX Text
2"
AutoCAD SHX Text
2"
AutoCAD SHX Text
1 1/2"
AutoCAD SHX Text
4"
AutoCAD SHX Text
C.O.
AutoCAD SHX Text
2"
AutoCAD SHX Text
2"
AutoCAD SHX Text
2"
AutoCAD SHX Text
TUB
AutoCAD SHX Text
1 1/2"
AutoCAD SHX Text
1 1/2"
AutoCAD SHX Text
2"
AutoCAD SHX Text
LAV.
AutoCAD SHX Text
2"
AutoCAD SHX Text
W.C.
AutoCAD SHX Text
2"
AutoCAD SHX Text
2"
AutoCAD SHX Text
4"
AutoCAD SHX Text
2"
AutoCAD SHX Text
C.O.
AutoCAD SHX Text
2"
AutoCAD SHX Text
2"
AutoCAD SHX Text
W.C.
AutoCAD SHX Text
2"
AutoCAD SHX Text
LAV.
AutoCAD SHX Text
2"
AutoCAD SHX Text
2"
AutoCAD SHX Text
1 1/2"
AutoCAD SHX Text
TUB
AutoCAD SHX Text
1 1/2"
AutoCAD SHX Text
3"
AutoCAD SHX Text
3"
AutoCAD SHX Text
4"
AutoCAD SHX Text
3"
AutoCAD SHX Text
4"
AutoCAD SHX Text
4"
AutoCAD SHX Text
2"
AutoCAD SHX Text
2"
AutoCAD SHX Text
C.O.
AutoCAD SHX Text
2"
AutoCAD SHX Text
2"
AutoCAD SHX Text
W.C.
AutoCAD SHX Text
2"
AutoCAD SHX Text
LAV.
AutoCAD SHX Text
2"
AutoCAD SHX Text
2"
AutoCAD SHX Text
1 1/2"
AutoCAD SHX Text
TUB
AutoCAD SHX Text
1 1/2"
AutoCAD SHX Text
2"
AutoCAD SHX Text
CLOTHES WASHER
AutoCAD SHX Text
1 1/2"
AutoCAD SHX Text
C.O.
AutoCAD SHX Text
4" AD
AutoCAD SHX Text
4"
AutoCAD SHX Text
2"
AutoCAD SHX Text
2"
AutoCAD SHX Text
TUB
AutoCAD SHX Text
TUB
AutoCAD SHX Text
2ND FL.
AutoCAD SHX Text
ROOF
AutoCAD SHX Text
1ST FL.
AutoCAD SHX Text
CELLAR
AutoCAD SHX Text
3/4"
AutoCAD SHX Text
1 1/4"
AutoCAD SHX Text
3/4"
AutoCAD SHX Text
CONNECTION
AutoCAD SHX Text
TO STREET
AutoCAD SHX Text
3/4"
AutoCAD SHX Text
1"
AutoCAD SHX Text
M
AutoCAD SHX Text
BOILER
AutoCAD SHX Text
3/4"
AutoCAD SHX Text
3/4"
AutoCAD SHX Text
R-13 BATT INSULATION
AutoCAD SHX Text
A-003
AutoCAD SHX Text
A-003
AutoCAD SHX Text
A-003
AutoCAD SHX Text
21
AutoCAD SHX Text
A-003
AutoCAD SHX Text
19
AutoCAD SHX Text
20
AutoCAD SHX Text
21
AutoCAD SHX Text
A-006
AutoCAD SHX Text
13
AutoCAD SHX Text
ASPHALT SHINGLES
AutoCAD SHX Text
LEADERS (TYP.)
AutoCAD SHX Text
12"
AutoCAD SHX Text
5"
AutoCAD SHX Text
PROVIDE FIRE STOPPING
AutoCAD SHX Text
R-30 INSULATION
AutoCAD SHX Text
R-30 INSULATION
AutoCAD SHX Text
5/8" TYPE X GYP. BD. (TYP.)
AutoCAD SHX Text
CONTINUOUS VENT @ EVE (TYP.)
AutoCAD SHX Text
GRADE
AutoCAD SHX Text
GRADE
AutoCAD SHX Text
SECTION @ INTERIOR COL. FOOTING
AutoCAD SHX Text
N.T.S.
AutoCAD SHX Text
SECTION @ INTERIOR COL. FOOTING
AutoCAD SHX Text
N.T.S.
AutoCAD SHX Text
SECTION @ INTERIOR COL. FOOTING
AutoCAD SHX Text
N.T.S.
AutoCAD SHX Text
NEW BRICK VENEER
AutoCAD SHX Text
CONTINUOUS SCREEN VENT
AutoCAD SHX Text
NEW ASPHALTIC SHINGLE ROOF TO MATH EXISTING
AutoCAD SHX Text
BLOCKING
AutoCAD SHX Text
CEILING JOIST
AutoCAD SHX Text
2"x6"@ 16" O.C.
AutoCAD SHX Text
INTERIOR FINISH 12" GYPSUM WALLBOARD
AutoCAD SHX Text
INSULATION 4" BATT FIBERGLASS
AutoCAD SHX Text
INTERIOR FINISH 58" GYPSUM WALLBOARD
AutoCAD SHX Text
INSULATION
AutoCAD SHX Text
2"x4" DOUGLAS FIR STUDS 16" ON CENTER
AutoCAD SHX Text
SHEATHING WITH MOISTURE BARRIER
AutoCAD SHX Text
NEW 3"x8" D.F. WOODJOIST AT 16" O.C.
AutoCAD SHX Text
RIM JOIST
AutoCAD SHX Text
FINISH FLOOR
AutoCAD SHX Text
SUBFLOOR
AutoCAD SHX Text
FLASHING
AutoCAD SHX Text
DAMPPROOFING
AutoCAD SHX Text
YARD
AutoCAD SHX Text
WEEP HOLE
AutoCAD SHX Text
BUILDING PAPER
AutoCAD SHX Text
SILL SEAL
AutoCAD SHX Text
BLOCKING OR RIM JOIST
AutoCAD SHX Text
12"ANCHOR BOLT
AutoCAD SHX Text
NEW 3"x8" D.F. WOODJOIST AT 16" O.C.
AutoCAD SHX Text
INSULATION
AutoCAD SHX Text
1 " STEEL STUD 24" O.C. 58" STEEL STUD 24" O.C.
AutoCAD SHX Text
RIGID INSULATION TO FOOTING
AutoCAD SHX Text
INTERIOR FINISH 12" GYPSUM WALLBOARD
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
FLOOR FINISH
AutoCAD SHX Text
CONCRETE FLOOR SLAB
AutoCAD SHX Text
PROTECTION BOARD
AutoCAD SHX Text
6 MIL POLYETHYLENE VAPOR BARRIER
AutoCAD SHX Text
BRICK & METAL STUDS -EXTERIOR BEARING WALL
AutoCAD SHX Text
SCALE: 1/4" = 1'-0"
AutoCAD SHX Text
SCALE: 1/4" = 1'-0"
AutoCAD SHX Text
SCALE: 1/4" = 1'-0"
AutoCAD SHX Text
1
AutoCAD SHX Text
A-003
AutoCAD SHX Text
2
AutoCAD SHX Text
A-003
AutoCAD SHX Text
3
AutoCAD SHX Text
A-003
42" HIGH MTL
RAILING
42" HIGH MTL
RAILING
RIGHT SIDE ELEVATION
FRONT ELEVATION
NO.
ARCHITECTS
ASKON ARCHITECTS, P.C.
DATE
PROJECT MANAGERS
ISSUE
REVISIONS
CLIENT
PROJECT
FRONT ELEVATION
RIGHT SIDE ELEVATION
SEAL & SIGNATURE
DATE:
PROJECT No.
DRAWN BY:
CHK BY:
DWG No.
A-004.00
CADD FILE No. 5 of 6
12/22/2015
AA/0913
AJAYI
AKEEB
TITLE
156-09 ROCKAWAY BLVD, SPRINGFIELD GRDS, NY 11434PHONE: 718 712 1600, 718 712 2098, FAX 718 712 5402
107-41 75TH STREET,
OZONE PARK, QUEENS, NY
AutoCAD SHX Text
FIRST FLOOR
AutoCAD SHX Text
EL.: 20.02
AutoCAD SHX Text
EL.:16.52
AutoCAD SHX Text
BASE PLANE
AutoCAD SHX Text
SECOND FLOOR
AutoCAD SHX Text
TOP OF PLATE
AutoCAD SHX Text
TOP OF ROOF
AutoCAD SHX Text
EL.: 29.52
AutoCAD SHX Text
EL:37.5237.52
AutoCAD SHX Text
EL:44.1044.10
AutoCAD SHX Text
EL.:-10.52
AutoCAD SHX Text
CELLAR
AutoCAD SHX Text
PROPOSED BUILDING HT. (30'-0" MAX.)
AutoCAD SHX Text
ACTUAL STREET WALL HT.
AutoCAD SHX Text
FIRST FLOOR
AutoCAD SHX Text
EL.: 20.02
AutoCAD SHX Text
EL.:16.52
AutoCAD SHX Text
BASE PLANE
AutoCAD SHX Text
SECOND FLOOR
AutoCAD SHX Text
TOP OF PLATE
AutoCAD SHX Text
TOP OF ROOF
AutoCAD SHX Text
EL.: 29.52
AutoCAD SHX Text
EL:37.5237.52
AutoCAD SHX Text
EL:44.1044.10
AutoCAD SHX Text
EL.:-10.52
AutoCAD SHX Text
CELLAR
AutoCAD SHX Text
PROPOSED BUILDING HT. (30'-0" MAX.)
AutoCAD SHX Text
ACTUAL STREET WALL HT.
AutoCAD SHX Text
LOT LINE
AutoCAD SHX Text
METAL FLUE THROUGH ROOF WITH ALUM. FLASHING AS REQUIRED AND WIRE TIE TO ROOF CONSTRUCTION-TYP.
AutoCAD SHX Text
APPROVED TYPE ANTI DOWN DRAFT VENT CAP BSA # 390-62 SM ROOF FLASHING AND STORM COLLAR
AutoCAD SHX Text
FACE BRICK
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
FACE BRICK
AutoCAD SHX Text
STUCCO
AutoCAD SHX Text
STUCCO
AutoCAD SHX Text
WALL FINISH
AutoCAD SHX Text
WALL FINISH
AutoCAD SHX Text
BRICK VENEER
AutoCAD SHX Text
BRICK VENEER
AutoCAD SHX Text
BRICK VENEER
AutoCAD SHX Text
FASCIA
AutoCAD SHX Text
ASPHALT SHINGLES
AutoCAD SHX Text
GUTTER
AutoCAD SHX Text
LEADERS (TYP.)
AutoCAD SHX Text
METAL FLUE THROUGH ROOF WITH ALUM. FLASHING AS REQUIRED AND WIRE TIE TO ROOF CONSTRUCTION-TYP.
AutoCAD SHX Text
REQUIRED WIRE TIES TO ROOF CONSTRUCTION (TYP.)
AutoCAD SHX Text
GRADE
AutoCAD SHX Text
CAST IRON BOOT
AutoCAD SHX Text
5"
AutoCAD SHX Text
12"
AutoCAD SHX Text
12"
AutoCAD SHX Text
5"
AutoCAD SHX Text
GRADE
AutoCAD SHX Text
GRADE
AutoCAD SHX Text
GRADE
AutoCAD SHX Text
SCALE: 1/4" = 1'-0"
AutoCAD SHX Text
SCALE: 1/4" = 1'-0"
AutoCAD SHX Text
1
AutoCAD SHX Text
A-004
AutoCAD SHX Text
2
AutoCAD SHX Text
A-004
CELLAR
LEFT SIDE ELEVATION
REAR ELEVATION
NO.
ARCHITECTS
ASKON ARCHITECTS, P.C.
DATE
PROJECT MANAGERS
ISSUE
REVISIONS
CLIENT
PROJECT
REAR ELEVATION
LEFT SIDE ELEVATION
SEAL & SIGNATURE
DATE:
PROJECT No.
DRAWN BY:
CHK BY:
DWG No.
A-005.00
CADD FILE No. 6 of 6
12/22/2015
AA/0913
AJAYI
AKEEB
TITLE
156-09 ROCKAWAY BLVD, SPRINGFIELD GRDS, NY 11434PHONE: 718 712 1600, 718 712 2098, FAX 718 712 5402
107-41 75TH STREET,
OZONE PARK, QUEENS, NY
AutoCAD SHX Text
FIRST FLOOR
AutoCAD SHX Text
EL.: 20.02
AutoCAD SHX Text
EL.:16.52
AutoCAD SHX Text
BASE PLANE
AutoCAD SHX Text
SECOND FLOOR
AutoCAD SHX Text
TOP OF PLATE
AutoCAD SHX Text
TOP OF ROOF
AutoCAD SHX Text
EL.: 29.52
AutoCAD SHX Text
EL:37.5237.52
AutoCAD SHX Text
EL:44.1044.10
AutoCAD SHX Text
EL.:-10.52
AutoCAD SHX Text
CELLAR
AutoCAD SHX Text
PROPOSED BUILDING HT. (30'-0" MAX.)
AutoCAD SHX Text
ACTUAL STREET WALL HT.
AutoCAD SHX Text
METAL FLUE THROUGH ROOF WITH ALUM. FLASHING AS REQUIRED AND WIRE TIE TO ROOF CONSTRUCTION-TYP.
AutoCAD SHX Text
APPROVED TYPE ANTI DOWN DRAFT VENT CAP BSA # 390-62 SM ROOF FLASHING AND STORM COLLAR
AutoCAD SHX Text
42" HIGH MTL RAILING
AutoCAD SHX Text
42" HIGH MTL RAILING
AutoCAD SHX Text
FIRST FLOOR
AutoCAD SHX Text
EL.: 20.02
AutoCAD SHX Text
EL.:16.52
AutoCAD SHX Text
BASE PLANE
AutoCAD SHX Text
SECOND FLOOR
AutoCAD SHX Text
TOP OF PLATE
AutoCAD SHX Text
TOP OF ROOF
AutoCAD SHX Text
EL.: 29.52
AutoCAD SHX Text
EL:37.5237.52
AutoCAD SHX Text
EL:44.1044.10
AutoCAD SHX Text
EL.:-10.52
AutoCAD SHX Text
PROPOSED BUILDING HT. (30'-0" MAX.)
AutoCAD SHX Text
ACTUAL STREET WALL HT.
AutoCAD SHX Text
STUCCO
AutoCAD SHX Text
WALL FINISH
AutoCAD SHX Text
BRICK VENEER
AutoCAD SHX Text
STUCCO
AutoCAD SHX Text
WALL FINISH
AutoCAD SHX Text
STUCCO
AutoCAD SHX Text
WALL FINISH
AutoCAD SHX Text
BRICK VENEER
AutoCAD SHX Text
BRICK VENEER
AutoCAD SHX Text
BRICK VENEER
AutoCAD SHX Text
BRICK VENEER
AutoCAD SHX Text
BRICK VENEER
AutoCAD SHX Text
BRICK VENEER
AutoCAD SHX Text
STUCCO
AutoCAD SHX Text
WALL FINISH
AutoCAD SHX Text
METAL FLUE THROUGH ROOF WITH ALUM. FLASHING AS REQUIRED AND WIRE TIE TO ROOF CONSTRUCTION-TYP.
AutoCAD SHX Text
REQUIRED WIRE TIES TO ROOF CONSTRUCTION (TYP.)
AutoCAD SHX Text
ASPHALT SHINGLES
AutoCAD SHX Text
FASCIA
AutoCAD SHX Text
GUTTER
AutoCAD SHX Text
LEADERS (TYP.)
AutoCAD SHX Text
GRADE
AutoCAD SHX Text
CAST IRON BOOT
AutoCAD SHX Text
GRADE
AutoCAD SHX Text
GRADE
AutoCAD SHX Text
SCALE: 1/4" = 1'-0"
AutoCAD SHX Text
SCALE: 1/4" = 1'-0"
AutoCAD SHX Text
SCALE: 1/4" = 1'-0"
AutoCAD SHX Text
3
AutoCAD SHX Text
A-005
AutoCAD SHX Text
4
AutoCAD SHX Text
A-005
5
5
/
8
"
NTS
4 # 5 CONT.
CELLAR FL.
1 2
3
5
6
7
9
11
8 14
17
18
4 # 5 CONT.
CELLAR FL.
15
10
16
CONCRETE SLAB ON GRADE
1
4
" / FT.
SLOPE (TYP.)
GUTTER LINE
0" REVEAL
L= 4'-0" MIN. FOR 3" REVEAL
L= 2'-8" MIN. FOR 2" REVEAL
EXP.
JOINT
MAX. SLOPE 1:12
L= 4'-0" MIN. FOR 3" REVEAL
L= 2'-8" MIN. FOR 2" REVEAL
NEW CURB CUT AS PER DOT
DRAWING #H-1010 R79 OR
DRAWING #H-1015 R79
1' MAX.
REVEAL
CURB REVEAL
AS PER DOT
STANDARDS
7" CONC. DRIVEWAY
6" FOUNDATION
COMPACTED SOIL
SIDEWALK SLOPE AS
PER DOT STANDARDS
STREET
13
12
NTS 4
NO.
ARCHITECTS
ASKON ARCHITECTS, P.C.
DATE
PROJECT MANAGERS
ISSUE
REVISIONS
CLIENT
PROJECT
REAR ELEVATION
LEFT SIDE ELEVATION
SEAL & SIGNATURE
DATE:
PROJECT No.
DRAWN BY:
CHK BY:
DWG No.
A-006.00
CADD FILE No. 6 of 6
12/22/2015
AA/0913
AJAYI
AKEEB
TITLE
156-09 ROCKAWAY BLVD, SPRINGFIELD GRDS, NY 11434PHONE: 718 712 1600, 718 712 2098, FAX 718 712 5402
107-41 75TH STREET,
OZONE PARK, QUEENS, NY
AutoCAD SHX Text
Guidelines 1. Width of stair: a.Dwelling stairs: minimum 36 in. treads. b.Public exit stairs: minimum 44 in. treads. c.Rescue assistance area (ADA): 48 in. between handrails. 2. Treads: a.Dwellings: 9 in. minimum (nosing to nosing). b.Other (ADA): 11 in. minimum (nosing to nosing). c.Uniform width within one flight. 3. Risers: a.Dwellings: 8 1/4 in. maximum. b.Other (ADA): minimum 4 in., maximum 7 in. c.Uniform height within one flight. 4. Nosing: maximum 1 1/2 in. with 60 degrees under nosing; maximum 1/2 in. radius at edge. 5. Stair rails: a.Height in dwellings: 36 in. b.Height in exit stairs: 42 in. c.Rails should be arranged so that a sphere 4 in. in diameter cannot be passed through. d.Rails should be arranged to discourage climbing. e.Concentrated load non-concurrently applied at the top rail shall be 200 lb per ft in vertical downward and horizontal direction. The test loads are applicable for railings with supports not more than 8 ft apart. 6. Handrails: a.Dwellings: on one side only, required. b.Other (ADA): required on both sides. c.Height: 34 to 38 in. d.Grip surface: 1 1/4 to 1 1/2 in. e.Clearance at wall: 1 1/2 in. f.Projecting or recessed. g.Extension at top of run: 12 in. h.Extension at bottom of run: 12 in. plus width of tread. i.When a guardrail more than 38 in. high is used, a separate handrail should be installed (ASTM). j.Nothing should interrupt the continuous sliding of hands. 7. Regulators and standards: building codes, ADA, ASTM, ANSI, NFPA, and OSHA.
AutoCAD SHX Text
MINERAL FIBER FIRESTOP TO FULL LENGTH OF BEAMS ALL AROUND AT EACH FLOOR (TYPICAL)
AutoCAD SHX Text
FIN. TYPE FLOORING ON SUB-FLOORING (TYPICAL)
AutoCAD SHX Text
GYP. BD. CEIL'G ASSEMBLY (TYPICAL)
AutoCAD SHX Text
1" MIN. CLEAR ALL AROUND
AutoCAD SHX Text
FLOOR STRUCTURE TYPICAL
AutoCAD SHX Text
GYP. BD. CEIL'G ASSEMBLY (TYPICAL)
AutoCAD SHX Text
GYP. BD. CEIL'G ASSEMBLY (TYPICAL)
AutoCAD SHX Text
FIN. TYPE FLOORING ON SUB-FLOORING (TYPICAL)
AutoCAD SHX Text
2-HR FIRE RATED CHIMNEY ENCLOSURE PER GYPSUM ASSOCIATION SEE DETAILED DESCRIPTION BELOW
AutoCAD SHX Text
DURA-VENT APPROVED GAS VENT BSA CAL. # 569-57-SM
AutoCAD SHX Text
DOUBLE WOOD JOIST EA. SIDE
AutoCAD SHX Text
SLOPING ROOF RAFTERS (TYP.)
AutoCAD SHX Text
MIN.
AutoCAD SHX Text
STORM COLLAR
AutoCAD SHX Text
TALL CONE BOOT FLASHING RING FASTENED TO ROOF SHEATING
AutoCAD SHX Text
ROOF SHINGLES
AutoCAD SHX Text
RIDGE VENT DETAIL
AutoCAD SHX Text
N.T.S.
AutoCAD SHX Text
CONTINUOUS RIDGE VENT
AutoCAD SHX Text
2" X 12" RIDGE
AutoCAD SHX Text
ASPHALT SHINGLE ROOF WITH 3/4" EXTERIOR GRADE PLYWOOD AND 15 LB. BUILDING PAPER
AutoCAD SHX Text
N.T.S.
AutoCAD SHX Text
2" X 10" RAFTER
AutoCAD SHX Text
HIP ROOF
AutoCAD SHX Text
RIDGE BOARD
AutoCAD SHX Text
COMMON RAFTER
AutoCAD SHX Text
HIP RAFTER
AutoCAD SHX Text
HIP JACK
AutoCAD SHX Text
DOUBLE PLATE
AutoCAD SHX Text
4. All rated as wind resistant.
AutoCAD SHX Text
3. Many rated as wind resistant.
AutoCAD SHX Text
2. More than one thickness for varying surface texture.
AutoCAD SHX Text
1. Exposure 5 in., edge lap 2 in., for all designs.
AutoCAD SHX Text
NOTES
AutoCAD SHX Text
SHINGLES INVERTED
AutoCAD SHX Text
OR COURSE OF
AutoCAD SHX Text
9" STARTER STRIP
AutoCAD SHX Text
DRIP
AutoCAD SHX Text
METAL
AutoCAD SHX Text
(VARIES)
AutoCAD SHX Text
DECK
AutoCAD SHX Text
WOOD
AutoCAD SHX Text
FELT
AutoCAD SHX Text
15 LB ASPH
AutoCAD SHX Text
UNDERLAYM'T
AutoCAD SHX Text
STRIP 36" MIN.
AutoCAD SHX Text
EAVES FLASH'G
AutoCAD SHX Text
ING
AutoCAD SHX Text
NAIL-
AutoCAD SHX Text
ALONG RAKE
AutoCAD SHX Text
OVER FELT
AutoCAD SHX Text
EDGE APP'D
AutoCAD SHX Text
MET. DRIP
AutoCAD SHX Text
WITH FULL STRIP
AutoCAD SHX Text
START FIRST COURSE
AutoCAD SHX Text
STRIP MINUS 1/2 TAB
AutoCAD SHX Text
COURSE WITH FULL
AutoCAD SHX Text
START SECOND
AutoCAD SHX Text
MINUS FIRST TAB
AutoCAD SHX Text
WITH FULL STRIP
AutoCAD SHX Text
START THIRD COURSE
AutoCAD SHX Text
BEAM/BOARD
AutoCAD SHX Text
RIDGE UPLIFT STRAP
AutoCAD SHX Text
RIDGE
AutoCAD SHX Text
RAFTER
AutoCAD SHX Text
STRAP NAILED
AutoCAD SHX Text
SHEET METAL
AutoCAD SHX Text
TO RAFTERS
AutoCAD SHX Text
AND UNDERSIDE OF ROOF
AutoCAD SHX Text
WITH WALL TOP PLATE
AutoCAD SHX Text
SLOPES, BLOCKING SHOULD
AutoCAD SHX Text
MEET SHEATHING)
AutoCAD SHX Text
BE SLOPED AT TOP TO
AutoCAD SHX Text
SHEATHING (FOR STEEP
AutoCAD SHX Text
BLOCKING TO FIT TIGHT
AutoCAD SHX Text
ROOF SHEATHING
AutoCAD SHX Text
TENSION AND
AutoCAD SHX Text
COMPRESSION
AutoCAD SHX Text
PLATE TO RESIST
AutoCAD SHX Text
LAP SPLICE TOP
AutoCAD SHX Text
JOIST
AutoCAD SHX Text
CEILING
AutoCAD SHX Text
HURRICANE
AutoCAD SHX Text
RAFTER OR
AutoCAD SHX Text
TIE AT EACH
AutoCAD SHX Text
TRUSS
AutoCAD SHX Text
METAL
AutoCAD SHX Text
AS REQUIRED
AutoCAD SHX Text
NAILING
AutoCAD SHX Text
PATTERN
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
WALL (SEE PLANS)
AutoCAD SHX Text
WALL BRACKET
AutoCAD SHX Text
1 1/4" HANDRAIL
AutoCAD SHX Text
EXPANSION BOLTS
AutoCAD SHX Text
HANDRAIL DETAIL (TYPICAL)
AutoCAD SHX Text
SCALE: NTS
AutoCAD SHX Text
3 1/2"
AutoCAD SHX Text
6"
AutoCAD SHX Text
3 1/2"
AutoCAD SHX Text
CHIMNEY DETAIL
AutoCAD SHX Text
HANDRAIL DETAIL
AutoCAD SHX Text
N.T.S.
AutoCAD SHX Text
WALL TOP PLATE DETAIL
AutoCAD SHX Text
N.T.S.
AutoCAD SHX Text
#5 @ 16" O.C.
AutoCAD SHX Text
24"x12" DEEP CONT. CONC. FOOTING
AutoCAD SHX Text
#5 @ 12" O.C.
AutoCAD SHX Text
12" POURED IN-PLACE CONCRETE FOUNDATION WALL Fc=3500 PSI MIN. @ MIN. 28 DAYS, TYPICAL
AutoCAD SHX Text
MIN.6" GRAVEL6" GRAVEL
AutoCAD SHX Text
TROWEL ON MASTIC
AutoCAD SHX Text
4" CONCRETE SLAB ON GRADE WITH 6X6-10/10 WWM
AutoCAD SHX Text
12" PERIMETER EXP. JOINT
AutoCAD SHX Text
CONC. FOOTING DETAIL
AutoCAD SHX Text
N.T.S.
AutoCAD SHX Text
OAK TREAD
AutoCAD SHX Text
(TO BE SELECTED
AutoCAD SHX Text
STRINGER
AutoCAD SHX Text
FULL STRINGER
AutoCAD SHX Text
11"
AutoCAD SHX Text
1-1/2" NOSING
AutoCAD SHX Text
WOOD
AutoCAD SHX Text
%%UNOTE:
AutoCAD SHX Text
PROVIDE OAK RAILING &
AutoCAD SHX Text
BALUSTERS (STYLE &
AutoCAD SHX Text
FINISH TO BE SELECTED
AutoCAD SHX Text
BY OWNER)
AutoCAD SHX Text
DOUBLE
AutoCAD SHX Text
HEADER
AutoCAD SHX Text
BY OWNER)
AutoCAD SHX Text
HANDRAIL AND WALL SURFACE
AutoCAD SHX Text
OR ABRASIVE ELEMENTS.
AutoCAD SHX Text
1HR FINISH BELOW STAIR
AutoCAD SHX Text
FIN. 1st. FLOOR
AutoCAD SHX Text
3/4" FIRE-RETARDANT
AutoCAD SHX Text
(2) 12J14 HEADER
AutoCAD SHX Text
TYP. MC12x10.6 HEADER
AutoCAD SHX Text
CDX PLYWOOD
AutoCAD SHX Text
1-1/2"%%C METAL RAILING TO BE
AutoCAD SHX Text
1-1/2" OFF FINISH WALL &
AutoCAD SHX Text
NON-SLIP PLATE-TYP.
AutoCAD SHX Text
CAST-IN-PLACE
AutoCAD SHX Text
TYPICAL CLIP ANGLES.
AutoCAD SHX Text
BRACKET 48"O.C.
AutoCAD SHX Text
12 GA. STEEL PAN SECURE
AutoCAD SHX Text
4"x4"x1/16" ANGLE CLIP
AutoCAD SHX Text
CONCRETE SLAB WITH
AutoCAD SHX Text
FIN. GROUND FLOOR
AutoCAD SHX Text
SECURE TO WALL WITH
AutoCAD SHX Text
1-1/2" CONC. TREAD W/
AutoCAD SHX Text
TO CLIP ANGLES
AutoCAD SHX Text
HIGH STRENGTH BOLT
AutoCAD SHX Text
SECURE TO STRINGER AND
AutoCAD SHX Text
16R @ 7.75" = 10'-4"
AutoCAD SHX Text
3'-0", TYP. (5'-0" MAX.)
AutoCAD SHX Text
FIXED SHIP'S LADDER, 6"min. FROM WALL
AutoCAD SHX Text
STAIR ACCESS IN PLACE OF LADDER)
AutoCAD SHX Text
2'-6", TYP. (8'-0" MAX., FOR SERVICE
AutoCAD SHX Text
COMPRESSION SPRING HINGE
AutoCAD SHX Text
HOLD-OPEN ARM
AutoCAD SHX Text
TO FIXED SHIP'S LADDER (OPTIONAL)
AutoCAD SHX Text
EXTENDABLE SAFETY POST, ATTACHED
AutoCAD SHX Text
OR GLAZED COVER, OPTIONAL)
AutoCAD SHX Text
METAL COVER WITH TURN HANDLE (INSULATED
AutoCAD SHX Text
ON METAL FURRING (FINISH TO
AutoCAD SHX Text
WALL
AutoCAD SHX Text
1 LAYER 5/8" FC "x" GYP. BD.
AutoCAD SHX Text
EXTEND FULL HEIGHT OF PARTITION)
AutoCAD SHX Text
SECTION DETAIL
AutoCAD SHX Text
1/2" = 1'-0"
AutoCAD SHX Text
1
AutoCAD SHX Text
T-1
AutoCAD SHX Text
EARTH
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
1
AutoCAD SHX Text
T-1
AutoCAD SHX Text
12" DEEP FLITCH BEAM
AutoCAD SHX Text
JOISTS TYP.
AutoCAD SHX Text
2"x12" WOOD FLOOR
AutoCAD SHX Text
1/2"%%C BOLTS 12" O.C.
AutoCAD SHX Text
TOP TO BOTTOM TYP.
AutoCAD SHX Text
PLATE TYP. A36 STEEL.
AutoCAD SHX Text
5/16"x11" CONT. STEEL
AutoCAD SHX Text
WOOD STAIR DETAIL (1)
AutoCAD SHX Text
N.T.S.
AutoCAD SHX Text
WOOD STAIR DETAIL (2)
AutoCAD SHX Text
N.T.S.
AutoCAD SHX Text
TYP. FURRING DETAIL
AutoCAD SHX Text
N.T.S.
AutoCAD SHX Text
ROOF HATCH DETAIL
AutoCAD SHX Text
N.T.S.
AutoCAD SHX Text
CURB CUT DETAIL
AutoCAD SHX Text
N.T.S.
AutoCAD SHX Text
FLITCH BEAM DETAIL
AutoCAD SHX Text
N.T.S.
AutoCAD SHX Text
#5 @ 16" O.C.
AutoCAD SHX Text
24"x12" DEEP CONT. CONC. FOOTING
AutoCAD SHX Text
#5 @ 12" O.C.
AutoCAD SHX Text
12" POURED IN-PLACE CONCRETE FOUNDATION WALL Fc=3500 PSI MIN. @ MIN. 28 DAYS, TYPICAL
AutoCAD SHX Text
MIN.6" GRAVEL6" GRAVEL
AutoCAD SHX Text
TROWEL ON MASTIC
AutoCAD SHX Text
4" CONCRETE SLAB ON GRADE WITH 6X6-10/10 WWM
AutoCAD SHX Text
12" PERIMETER EXP. JOINT
AutoCAD SHX Text
CONC. FOOTING DETAIL (@ PROPERTY LINE)
AutoCAD SHX Text
N.T.S.
AutoCAD SHX Text
MTL. RUNNERS
AutoCAD SHX Text
CONT. HORIZ. 2 1\2" MTL.
AutoCAD SHX Text
RUNNERS @ 1/4" POINTS
AutoCAD SHX Text
CONT. HORIZ. 2 1\2" MTL.
AutoCAD SHX Text
2 1/2" MTL. STUDS
AutoCAD SHX Text
(16" O.C.)
AutoCAD SHX Text
SEALANT
AutoCAD SHX Text
ACOUSTICAL
AutoCAD SHX Text
MTL. STUDS (24" O.C.)
AutoCAD SHX Text
2 1\2" CROSS BRACE
AutoCAD SHX Text
MTL. STUDS (24" O.C.)
AutoCAD SHX Text
2 1\2" CROSS BRACE
AutoCAD SHX Text
MOISTURE RESISTANT GYP. BD.
AutoCAD SHX Text
ACOUSTICAL SEALANT
AutoCAD SHX Text
MTL. RUNNERS
AutoCAD SHX Text
2 1/2' TH. BATT INSUL. (FULL HT.)
AutoCAD SHX Text
RUNNERS @ 1/4" POINTS
AutoCAD SHX Text
%%UPLAN
AutoCAD SHX Text
%%UHEAD
AutoCAD SHX Text
%%UBASE
AutoCAD SHX Text
2 "12"
AutoCAD SHX Text
58"
AutoCAD SHX Text
EXISTING CLG.
AutoCAD SHX Text
2 "12"
AutoCAD SHX Text
58"
AutoCAD SHX Text
TYP. PLUMBING CHASE PARTITION DETAILS
AutoCAD SHX Text
N.T.S.
AutoCAD SHX Text
REINF. CONC. RETAINING WALL DETAIL
AutoCAD SHX Text
N.T.S.
AutoCAD SHX Text
L
AutoCAD SHX Text
C
AutoCAD SHX Text
STEEL COLUMN
AutoCAD SHX Text
FILL CONCRETE AFTER COLUMN IS IN BASE
AutoCAD SHX Text
CONTROL JOINT
AutoCAD SHX Text
W COLUMN
AutoCAD SHX Text
ANCHOR BOLTS SEE BASE PLATE DETAIL
AutoCAD SHX Text
VAPOR BARRIER SEE ARCH. DWGS.
AutoCAD SHX Text
CRUSHED STONE SEE ARCH. DWGS.
AutoCAD SHX Text
BOTTOM ELEV. OF FOOTING SEE PLAN
AutoCAD SHX Text
NOTES SLAB ON GRADE SHALL BE PLACED IN A CHECKER BOARD PATTERN WHERE EACH SINGLE POUR AREA DOES NOT EXCEED 900 SQUARE FEET AND 30'-0" IN THE LONGEST DIMENSION. EACH PANEL SHALL BE BOUNDED WITH CONSTRUCTION JOINTS.
AutoCAD SHX Text
GRAVEL OR CRUSHED STONE SHALL BE PLACED ON UNDISTURBED SOIL OR FILL COMPACTED TO 95% OF MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT.
