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00-0332-052 f M I _ 1 ---- ----- ------- -- --- -0-'UT 7T y V N , General Notes �' > ry �o v E V) Contractor shall verify all dimensions and conditions at site before , '� z m construction begins. All construction shall comply with S.F.B.C. LM Clearing: remove organic and other deleterious materials, including J designated trees, roots, etc. From the affected site. Q Areas to be covered by buildings slabs on fill, and all areas under paving scarified to a minimum depth of 6" and as otherwise required, to remove stumps, roots, etc. Complete work before starting c Q foundation work. Remove all trash and other deleterious materials 5.04 5.04 from site and stockpile approved materials for site grading. Excavation: Excavate footing trenches to depths indicated on architectural drawings and details. Relocate excavated material. Backfill under foundation is strictly prohibited. Existing Sidewalk All wood in contact with concrete shall be pressure treated. Lumber used shall be identified by the grade mark of an approved Lumber grading, or inspection bureau or agency. Stress-grade W lumber shall conform to the "National Design Specifications for _ 70'-2" 12'-0" 55 8'-,3 5'-0 I 17'-9" 5'- " O 10. Stress-grade Lumber and Its fastening" _ _ _ _ _ _ _ _ _ _ _ _ _ _11111111 All structural framing members to be 1 ,500 psi minimum extreme Trench fiber stress in bending (Southern Pine No. 1 ). drain 4 n, All concrete in contact with ground to be 3,000 psf 9 28 days. W Concrete above ground to be 3,000 psf @ 28 days. o I Reinforcing steel shall conform to the requirements of ASTM A615 ° specifications for new deformed billet steel and to grade 60 specs Exterior Parking — with a min. Yield strength of 60,000 psi. It shall be detailed, z See P2 plan for Entry ate-See \ fabricated and placed as recommended by ACI. welded wire fabric oo more information Sheet 2.11 fo I (w.w.f.) and shall conform to ASTM. a-105 double w.w.f. 36" on each more fo. side of bearing walls and 30" around perimeter of monolithic footings. Concrete masonry units shall be load bearing type conforming to I pot ASTM C90 mortar shall conform to ASTM C270, type M. 10'-0" 61 '-2" c::: Lobby All roof joist, outlookers, beams shall be secured with approved _ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — � I P1 -02 metals ties, clips and anchors to tie beams. I � Storage � _ 5' 7'-5" I� Use aluminum nails only for all exterior wood work. � II P 01 - Clearance less �� ,' WALL �'� � I I 5, than 7 -0 y,, 1 I o U All stucco scratch coats shall be allowed 24 hours drying period. I I oos 4 �' ( Dot T 11 " U _ 4_� I _ 7'-8" 56P-O" 1, 36 -8" �- - U) d m, (10 r� — 0 �°o° Q' �J �� J 0 CO c. Will c. QII I 0I E (� L flr to cl fl to clg. C° m I I I CD U > O 4- N O N —� O O 4 • — " 27'-0" 9'-0" 18'-0" 18'-0" 18'-0" 8" Z _ Q� 0 O ' I I I 4-J 1-) o Q A O z 0 5.04 O 3 N Interior Parking Parking -1 _0„ O 3 co - �, — lie-50 N 20'-0" 10.Slope up Slope up 1 :20 8" 18'-0" 18'-0" 18'-0" 9'-0" 9'-0" lot 18'-0" I g� Trench I I 18'-0" drain _4k Tr, mer Existing CL of SW 70th St Abo Powelin I s - - - - - - - - - - o_ See struct. dwgs Stair 0i +12.01 ' i for col loc tions P1 -04 A g'_p" , CO +12.51' Up Typ _00 11 Park ^00 I N ^ems Stall a 01 . 15.2000 i2.+-3�-0 - - - - - - - - - - - - -�a1�8' \ :I +� 2, 4„ Q I 4 - Revisions I Do 06. 14.00 I +12.53' +12.36' +121.50' n _ _ - - - - _ - - — _ - - _ - - - - - _ - - 2 01 .25.2601 4R @ 7" � 03. 12.2001 10'-0" 109'-4" 3T © 11 " 15'-0" Project I 134'-4" 9933alem I I I I I I I +12.46' 2.�2 ° A2nO1 +12.53' Existing Powerlines Above Sheet 2 of N Existing Sot Elevation Plan N Site Plan / P1 Floor Plan 1"=30'-0" Scale 1/8" = 1'-0" = C') c ' . w d t ,�..,..