Ocean Boulevard 1062 GENERAL NOTES
DESIGN LIVE LOADS
-
ry ^ • - ROOF.
ti FLOOR' 20 P.S.F.
40 P. 5. F.
2. WIND LOADS SHALT. MEET THE.:'REAUIREMENTS OF THE FOLLOWING CODES'
- < 1 ) THE 1.10 MPH REQUIREMENTS OF COASTAL DUILDING• CODE.
UPLIFT
MATERIALS
CONCRETE f'c- 3.000 PSI
- REINFORCED BARS ASTM A615, A305, GRADE 60
I I.
LI. t � � I ��'!"r WELDED WIRE FABRIC ASTM Ai85
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BOLTS ASTM A32S
STRUCTURAL TIMBER: SOUTHERN PINE',GRADE MARKED, NO. 2 MEDIUM GRAIN.
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SURFACED DRY, MOISTURE CONTENT 19% MAX .
.. . _ �
- TIMBER CONNECTIONS: S.IMPSON CO. "STRONG,• TIE" CONNECTORS OR EQUAL,.
- USE MANUFACTURER ' S RECOMMENED GALV. NAILS.
- - `I •• THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, ETC. NECESSARY
FOR THE PROPER CONSTRUCTION AND ALIGNMENT OF THE NEW PORTIONS OF THE
u' STRUCTURE TO THE EXISTINGSTRUCTURE. -THE CONTRACTOR SHALL VERIFY ALL
- - - MEASUREMENTS NECESSARY FOR PROPER FABRICATION AND ERECTION OF ALL
STRUCTURAL MEMBERS.
5• BEFORE PROCEEDING WITH ANY WORK WITHIN OR ADJACENT TO THE EXISTING.
ST RUCTUREp THE CONTRACTOR SHALL BECOME FAMILIAR WITH EXISTItdta
CONDITIONS. DURING THE PROCESS OF CONSTRUCTION, IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THE INTEGRITY OF THE EXISTING
STRUCTURE WHERE THE EXISTING STRUCTURE IS TO BE MODIFIED TO ACGGI.11*10GATE-
NEW CONSTRUCTION AND TO PROTECT FR01.1 DAMAGE THOSE PORTI'Or•l:, 0 THE
0
EXISTING STRUCTURE WHICH ARE TO REMAIN.
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DATE: REVISED
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