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<br />SECOND FLOOR
<br />FIRST FLOOR
<br />E. 4TH ST.
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<br />80'-0"19'-0"
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<br />LEGEND
<br /> ROOF PLAN KEYNOTES
<br />EXISTING ROOF, MECHANICAL EQUIPMENT, EXHAUST AND/OR
<br />PLUMBING VENTS TO REMAIN, UNLESS OTHERWISE NOTED. REPAIR
<br />AS REQUIRED, V.I.F. SEE SHEET A804.
<br />EXISTING MECHANICAL EQUIPMENT AREA
<br />EXISTING OPEN TO BELOW
<br />NEW PARAPET - SEE 11 & 12 / A806 & STRUCTURAL DRAWINGS.
<br />EXISTING ROOF HATCH
<br />HATCHED AREA REPRESENTS NEW SIKA SARNAFIL TPO ROOFING
<br />(ICC ESR-1157), OVER PLYWOOD SHEATHING. SEE SHEET A805.
<br />REMOVE PORTION OF EXISTING PARAPET WALL, TO ACCOMMODATE
<br />CONTINUOUS FLOW OF WATER FROM NEW ROOF TO EXISTING ROOF
<br />/ ROOF DRAIN.
<br />STEEL ENTRY CANOPY BELOW
<br />NEW CONDENSOR UNIT, SEE MECHANICAL DRAWINGS.
<br />NEW EXHAUST FAN, SEE MECHANICAL DRAWINGS.
<br />NEW EXHAUST VENT, SEE MECHANICAL DRAWINGS.
<br />EXISTING COMBINATION ROOF / OVERFLOW DRAIN TO REMAIN.
<br />CLEAN AS REQUIRED.
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<br />GENERAL NOTES
<br />1.WHERE EXISTING ROOFS, E.T.C., ARE DAMAGED DUE TO DEMOLITION OR NEW
<br />CONSTRUCTION, THAT AREA SHALL BE REPAIRED TO MATCH EXISTING ONES.
<br />2.REMOVE ALL UNUSED OR ABANDONED DATA, ELECTRICAL CONDUITS, J-BOXES,
<br />PANELS, E.T.C., IN AREAS AFFECTED BY DEMOLITION OR NEW CONSTRUCTION.
<br />PRESERVE ITEMS THAT WILL REMAIN IN SERVICE.
<br />3.REMOVE ANY UNNECESSARY OR ABANDONED DUCTWORK, EQUIPMENT, ETC.,
<br />WITHIN THE AFFECTED PORTIONS OF DEMOLITION.
<br />4.PATCH & REPAIR EXISTING ROOF, ROOF PARAPET TO MATCH EXISTING, WHERE
<br />OVERFLOW SCUPPER WAS REMOVED AND NEW OVERFLOW DRAIN WERE
<br />PROVIDED.
<br />5.INFORMATION PROVIDED IS A RESULT OF LIMITED FIELD VERIFICATION. THE
<br />CONTRACTOR IS TO FIELD VERIFY ALL EXISTING CONDITIONS, INCLUDING THE
<br />LOCATIONS OF STRUCTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING,
<br />BEFORE DEMOLITION.
<br />6.ALL ROOF ELEVATIONS ARE REFERENCED FROM TOP OF FLOOR SLAB (FIN. FLR.
<br />ELEV. OF 0'-0") OR FROM DATUM LINE (0'-0") WHERE IT OCCURS; SEE BUILDING
<br />ELEVATIONS & SECTIONS TO LOCATE DATUM LINE.
<br />7.ALL ROOF WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE
<br />ROOFING MANUFACTURER'S RECOMMENDATIONS AND APPROVED DETAILS- SEE
<br />SPEC'S.
<br />8.THE CONTRACTOR SHALL VERIFY THAT ALL AREAS TO RECEIVE SINGLE PLY
<br />ROOFING MEMBRANE, ARE PROVIDED W/ POSITIVE DRAINAGE AT 1/4" PER FOOT
<br />MINIMUM PRIOR TO ROOFING.
<br />9.VERIFY SIZES AND LOCATIONS OF ALL OPENINGS, PLATFORMS, ETC., WITH
<br />RESPECTIVE CONTRACTORS.
<br />10.ALL CRICKETS/FLASHING SHALL SLOPE A MINIMUM OF 1/2" PER FOOT.
<br />11.PROVIDE CRICKETS/FLASHING AROUND ALL CURBED ROOF OPENINGS.
<br />12.ALL ROOF DIMENSIONS ARE MEASURED TO THE FACE OF SHEATHING, U.N.O.
<br />13.ALL MECHANICAL, PLUMBING AND ELECTRICAL TO RECEIVE PILLOW BLOCKS AS
<br />REQUIRED, MAX. 4'-0" APART.
<br />14.GENERAL CONTRACTOR TO PROVIDE ROOF JACKS AT ALL EXPOSED ROOF
<br />PENETRATIONS. SEE 5/A701
<br />15.PAINT ALL EXPOSED GALVANIZED STEEL PIPES, CONDUIT, ETC. VERIFY COLOR
<br />WITH ARCHITECT PRIOR TO PROCEEDING.
<br />16.ALL ROOF MOUNTED EQUIPMENT (IE HOODS, VENTILATORS, ETC.) SHALL BE
<br />PAINTED WITH TWO(2) COATS OF EXTERIOR SEMI-GLOSS PAINT. VERIFY COLOR
<br />WITH ARCHITECT PRIOR TO PROCEEDING.
<br />17.PRIME AND PAINT ALL MISC. EXPOSED STEEL FABRICATIONS AND G.S. COPINGS,
<br />FLASHINGS, ETC., COLOR TO MATCH ADJACENT SURFACE, U.N.O., TYP.
<br />18.PRIME AND PAINT INTERIOR (ROOF SIDE) SURFACE OF PLASTERED PARAPETS,
<br />TYP. PROVIDE PLASTER CONTROL JOINTS IN ALL PLASTERED PARAPETS AT
<br />10’-0" O.C. MAX. TYP.
<br />19.ALL COPINGS TO BE BUTT JOINTED WITH BACKER PLATES, OVER
<br />UNDERLAYMENT TYP. SEE DETAILS 10,11, 12, AND 13/A804. LAP SPLICES WILL
<br />NOT BE ACCEPTED! SUBMIT SHOP DW’GS FOR ALL SHEET METAL FABRICATIONS
<br />FOR REVIEW.
<br />20.ALL EXISTING ROOF EQUIPMENT TO REMAIN. REPAIR AS REQUIRED
<br />(E) ROOF DRAIN AND OVERFLOW DRAIN TO REMAIN,
<br />REPAIR AS REQUIRED. V.I.F
<br />(E) ROOF HATCH TO REMAIN, REPAIR AS REQUIRED. V.I.F
<br />NORTH
<br />(E) ROOF VENTS TO REMAIN, REPAIR AS REQUIRED. V.I.F
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<br />A805
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<br />1/4" PER FT.
<br />CLIENT:
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<br />JOB NO.
<br />DATEREVISION
<br />SHEET TITLE
<br />SHEET NO.
<br />08.08.2023PLANNING SUBMITTAL
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<br />1ST PC SUBMITTAL - BUILDING
<br />PLAN CHECK RESUBMITTAL
<br />02.08.2024
<br />PLAN CHECK RESUBMITTAL 09.09.2024
<br />970 W. 190TH. ST., SUITE 250, TORRANCE, CA 90502
<br />O: 310.217.8885
<br />BSBDESIGN.COM
<br />PLAN CHECK RESUBMITTAL 10.17.2024
<br />SLO
<br />P
<br />E1/4"
<br />
<br />P
<br />E
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<br />.
<br />24
<br />SCALE: 1/8" = 1'-0"
<br />80 16 32
<br />A PLAN CHECK CORRECTIONS 09.09.2024
<br />A
<br />ROOF PLAN
<br />A131
<br />LINE OF SIGHT SECTION 1
<br />48
<br />SCALE: 1/16" = 1'-0"
<br />160 32 64
<br />A201
<br />1
<br />A201
<br />2
<br />1
<br />A202
<br />A202
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<br />11
<br />A805
<br />11
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<br />8
<br />A805
<br />11
<br />A805
<br />8
<br />PLAN CHECK CORRECTIONS 11.21.2024C
<br />C
<br />REN. 11/30/25
<br />2130 E 4th St
<br />2/11/2025
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