HomeMy WebLinkAboutPorch Foundation PlanGENERAL NOTES:
THE BUILDER SHALL REVIEW DRAWINGS IN THEIR ENTIRETY BEFORE STARTING WORK. THE BUILDER SHALL ACCEPT FULL RESPONSIBILITY FOR ANY ERROR OR OMISSIONS NOT REPORTED IMMEDIATELY IN WRITING TO ENGINEER OF RECORD. BY SUBMITTING THESE PLANS FOR PERMIT THE BUILDER ACCEPTS FULL RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION
DEPICTED WITHIN AND IT IS ASSUMED T E BUILDER HAS READ AND UNDERSTANDS THE NOTES BELOW.
ASSUMED SOIL BEARING CAPACITY:
2500 PSI
STRUCTURAL DRAWINGS SHALL BE USED
IN CONJUNCTION WITH PRODUCT APPROVALS & SPECIFICATIONS
ALL DETAILS AND SECTIONS SHOWN ON
THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO ANY SIMILAR
SITUATION ELSEWHERE
ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN.
ALL DIMENSIONS AND CONDITIONS MUST
BE VERIFIED IN FIELD.
DO NOT SCALE DRAWINGS. FOLLOW WRITTEN
DIMENSIONS ONLY. IF ANY DISCREPANCIES ARE DISCOVER THE ENGINEER OF RECORD
MUST BE CONTACTED
BEFORE THE COMMENCEMENT OF CONSTRUCTION.
THE STRUCTURE IS DESIGNED TO SELF
SUPPORTING AND STABLE AFTER BUILDING IS COMPLETE.
IT IS THE CONTRACTOR'S RESPONSIBILIT
TO DETERMINE ERECTION PROCEDURES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION.
THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIEDOWNS.
THE CONTRACTOR SHALL SUPPLEMENT
HE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB —ON —GRADE
THICKNESS TO
HANDLE CONSTRUCTION LOADS.
THE STRUCTURAL FRAMING SHOWN IS S
HEMATIC IN NATURE. HOWEVER, THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER
THE ASSUMPTION THE
FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL LAYOUT.
THE BUILDER SHALL REVIEW AND VERIF
TIE—IN AND STRAPING REQUIERMENTS OR EXISTING BEARING WALL SLABS & ROOF.
-A FOUNDATION PLAN
03.1 SCALE: 1 "=1'—O" A/R:N/A
POST BASE
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LINE OF EXISTING
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CHAIRS EACH WAY
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TERMITE TREATMENT
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Paul Digitally signed
;by Paul Welch
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