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J�U-t�-t� n iG b t c�N _. i _ i N DEX:_ .--I_--,---- 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. l'� �? �] �1 RL- C'�' m . tG�1A=C=l.=l_-[Dnl:-�1=L.�.=O�t�ltP- i?z7� 730x-4_Co_71- -- I�JS-��\.1:.-�e�...�—�L �i�0 Q �-4����w_ __.--- ----------.. � � l� � �9V � �3 � m � � 91f] �'D` !C � : ` � 'a� ���� �� �� � � d_� � �; c:.l a ; �'s� � : � �1 /�� � ;� �� �: � �