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(E) ROOF FRAMING PLAN
SCALE: V8"=I"-0"
LEGEND/SYMBOL:
REFERENCED IN CALCS.
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3. ROOFING CONTRACTOR SHALL REPORT INCON$I,ETENCIES HEREON TO ENGINEER
(IF ANY) PRIOR TO COMMENCING WORK FOR IMrvtEDIATE ACTION.
4. DUE TO LACK OF AS -BUILT PLAN, ACCURACY OF DIMENSION & CONFIGURATION
MAY SLIGHTLY VARY, FRAMING PLAN WERE BASED FIELD MEASURING.
5. NORMAL DEFLECTION EXIST IN FEW AREAS OF THE ROOF.
6. FRAMING DOES NOT COMPLY CURRENT BLDG. CODE HOWEVER, IT IS DETERMINED
THAT EXISTING ROOF FRAMING IS CAPABLE TO HOLD THE REDUCED WEIGHT OF NEW
ROOF COVER AS IS,
PREPARED BY:
MICA CHARLOTTE ALEJANDRO, ASSOCIATE
DESIGN & DRAFTING
1932 HAMPSHIRE ROAD
TUSTIN, CA 92780
CEL. (714) 745-9987
Email: edyandoc@gmail.00m
ENGINEERING ASSOCIATE:
JACK HOWARD, S.E. # S2953
2193 GRAMERCY DRIVE
GREEN VALLEY, AZ 85622
CONTACT:
(714) 745-9987 CEL..
EMAIL: edyandoc@gmail.com
689 VISTA BONITA
NEWPORT BEACH, CA 92660
APR. 6, 2024
BUILDING DIVISION
APR 2 6 2024
W. KR
INDICATES ROOF SLOPE ) FXP1;2131/24
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a 21/2:12 PITCH ROOF /0
- - - 2ND FLOOR BEARING WALL ��92ND FLOOR NON BEARING WALL rnCALC REFERENCE NO.
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