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PHASE ONE:
THE MODIFICATION OF THIS DCISTING REaIU�'hJCE INTO
A TEMPORARY CHURCH ASSEMBLY ( A-3 '.'�ti:UPANCY )
SHEET y.0 - COVER SHEET WITH TRACT B i�l �)T PLAN AND
GENERAL NOTES AND SPECIF Gi�IIONS.
SHEET 2.0 - DCISTING ELEVATIONS ( THREE P' iOTOS ) OF THE
RESIDENCE, WITH A DRAWING GF THE REVISION
TO THE GARAGE FRONT ELEVi\l ION.
SHEET 3.0 - DCISTING FLOOR PLAN WITH Rk�./ISIONS TO THE
DCISTING NON-ACCESSIBLE ELEP-�ENTS, AND
THE NEW CONSTRUCTION REG.11IRED FOR THE
ASSEMBLY ROOM ( GARAGE ).
SHEET 4.0 - ENLARGED FLOOR PLANS AND �ETAILS AS RE-
QUIRED FOR ACCESSIBILITY.
SHEET 5.0 - ENLARGED DETAILS AND SECTIONS REQUIRED
TO MODIFY THE DCISTING GARAGE INTO AN AC-
CESSIBLE ASSEMBLY AREA.
SHEEf 6.0 - FLOOR PLAN AND DETAILS FOR THE REQUIRED
MODIFICATIONS. -(�AECI�f�rr(cJ��� ECGCTRICA�,)
PHASE iWO:
PL4NS FOR THE FUT'URE CHURCH SANCTUARY TO BE BUILT
ON THE ADJACENT TRACT "A", AND PLANS FnR THE FUTURE
REG�UIRED PARKING FACIL(1Y ON TRACT "C".
GENERAL N�TES & SPECIFICA�I�NS
DCISTINC CONSTRUCTION:
REMOVAL OF EXISTING CONSTRUCTION TO BE DONE WITH MINIMUM DAMAtaE TO
ADJACENT CONSTRUCTION THAT WILL REMAIN.
ANY DAMAGE THRU CARELESSNESS DURING THE REMOVAL PROCESS, SHAI� i3E
REPAI RED AT THE COM'RACTORS EXPENSE.
ANY VARIATION TO APPROVED PLANS SHALL BE ALLOWED ONLY �VITH OFFICIAL
AUTHORIZATION IN WRiTING.
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY RESULTANT DEMOIJTI!�N "LEAN-
UP AT REASONABLE I NTERVALS. �
NEW CONSTRUCTION: �,
FRAMING NOTES: i
ALJ_ NEW FLOOR JOISTS, STUDS AND PLATES AND JOIST HEADERS TO BE N J. 2 fm. 19% MC.
ALL NEW DOOR HEADERS TO BE 2- 2X6 AT UP TO 4' SPAN.
ALL LUMBER IN COf�ffACT WITH MASONRY (BRICK OR C. BLOCI� SHALL BE
PRESSURE TREATED.
EXTERIOUR WALL SHEATHING SHALL BE OSB SHEATHING AND SI7�D AND I`JAILED
AS NOTED ON PLANS. NAILS TO BE CEMENT COATED.
ALL STUD WALLS TO BE 2"X4" @ 16" O.C.
JOIST BEARING CONNECTIONS MAY BE TOE NAILED. '
ALL OTHER CONNECTIONS TO USE JOIST HANGERS, OR PRESSURE BLOCldNG AND STRAIGK
NAILED AS SHOWN ON PLANS.
DO NOT CUT FRAMING MEMBERS FOR HVAC/PLUMBING/ELECTRICAL W/OUi
AUGMENTINCa MEMBER TO ORIGINAL CAPACITY (BENDING/SHEAR).
FOUNDATION NOTES: ( APPUCABLE WHERE NO FDN. AT GARAGE DOOR OPENINGS )
WHERE PIPES PASSTHRU CONC./FfGS. USE I" COMPRESSIBLE MATERIALAROUND PIPE.
DO NOT BACf�ILL FOUNDATION WASLL PRIOR TO COMPLETING FLOOR.
LAP REIFORCING BARS 30 BAR DIAMETERS. AND USE CORNER BAR WITH 3�'I r3;=+R
DIAMETERS LAPS FOR EVERY PIECE OF CONTINUOUS REINF. STEEL
SOILS SHALI_ HAVE A 98% STANDARD PROCTOR UNDER FTGS AND 95% Sll�. ^"r�OCTOR
UNDER CONCRETE FLATWORK
VWVF SHALL CONFORM TO ASTM A-82 A-185 AND lAP 6" MIN AT ALL SPLICES.
USE SAWN OR FORMED CONTROL JOINTS IN S-O-G'S AT APPROXIMATELY f UOS(�UARE
, INCH INTERVALS.
i ALL CONSTRUCTION ON FILLS SHALL BE REVIEIIVED BY A REGISTERED SOII :t �_NGINEER.
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