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ELEVATION NOTES
PROVIDE HIGH DENSITY FOAM WITH TOUGH COAT FROM
FOAM FACTORY INC. OR EQUAL AT ALL EXTERIOR
1' DECORATIVE ELEMENTS. TYPICAL UNLESS NOTED
OTHERWISE
FOAM APPLICATIONS FINISHES SHALL BE ACCORDING
2' TO EACH ELEVATION
"CORAL -LIGHT" OR EQUAL PRE -FINISHED
FOAM APPLICATIONS SHALL BE INSTALLED AS PER
3' MANUFACTURER SPECS. U.N.O.
PRE -CAST STONE APPLICATIONS, SHALL BE 'STONE
4. CAST' FROM FOAM FACTORY INC. OR EQUAL, AND
INSTALLED AS PER MANUFACTURER SPECS.
TRIM WORK FINISHES SHALL WRAP ALL OPENINGS
5. EXTENDING AT LEAST INTO THE UNDERSIDE OF THE
OPENING
METAL WORK IN INTERIOR AND EXTERIOR RAILINGS
6. AND APPLICATIONS TO BE FAUX WROUGHT IRON
ALUMINUM
THE BUILDER SHOULD NOT INTERPRET THE DRAWINGS,
7, ANY MISDESCRIPTION SHALL BE CLARIFIED BY THE
ARCHITECT/DESIGNER
THE BUILDER SHALL BE RESPONSIBLE TO SET A MEETING
WITH THE SUB -CONTRACTOR / MANUFACTURER AND
8. THE ARCHITECT/DESIGNER IN WHICH ALL
ARCHITECTURAL APPLICATIONS WILL BE COORDINATED
AND APPROVED PRIOR TO INSTALLATION
9. ELECTRICAL CONTRACTOR TO COORDINATE MOUNTING
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CLASSIC
;EFER TO SHEET A5.2.18 FOR ADDITIONAL
DOTES AND DETAILS
ROOF VENT CALCULATION
ATTIC AREA (TOTAL UNDER ROOF)
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MIN. NET FREE VENTILATING
AREA REQUIRED
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NOTE: FBCR 806.2 EXC. 2; PERMITS ROOF VENTILATING AREA TO
BE CALCULATED AT 1/300 PROVIDED THAT 40-50% OF THE
REQUIRED VENTILATION IS PROVIDED BY ROOF VENTILATORS
LOCATED WITHIN 3'-0" OF THE RIDGE OR HIGH POINT (UNLESS
CONFLICTS EXISTS) MEASURED VERTICALLY, AND THE BALANCE OF
THE REQUIRED VENTILATION BY EAVE OR CORNICE VENTS.
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STAIR RAILING AND
GUARD RAILING NOTE
AIR RAILING, STAIR GUARD RAILING, BALCONY RAILING,
ID BALCONY GUARD RAILING, SHALL BE CONSTRUCTED TO
:THSTAND A CONCENTRATED LOAD OF 200 POUNDS
PLIED AT ANY POINT ALONG THE RAIL IN ANY DIRECTION.
MUST ALSO WITHSTAND A UNIFORM LOAD, NOT
INCURRENTLY WITH THE CONCENTRATED LOAD, OF 50
UNDS PER LINEAR FOOT APPLIED ALONG THE RAIL IN ANY
RECTION.
TERMEDIATE STAIR RAILS AND POSTS (IN -FILL) SHALL
:THSTAND A HORIZONTAL LOAD OF 200 POUNDS APPLIED
'AINST ANY ONE SQUARE FOOT AREA, NOT CONCURRENTLY
.TH OTHER LOADS.
TERMEDIATE BALCONY RAILS AND POSTS (IN -FILL) SHALL
:THSTAND A HORIZONTAL LOAD OF 50 POUNDS APPLIED
iAINST ANY ONE SQUARE FOOT AREA, NOT CONCURRENTLY
.TH OTHER LOADS.
IE UNIFORMLY DISTRIBUTED LIVE LOAD FOR THE STAIRS
TALL BE 40 PSF MINIMUN.
LNDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE
I OUTSIDE DIAMETER OF AT LEAST 1-1/4" AND NOT
;EATER THAN 2". IF THE HANDRAIL IS NOT CIRCULLR, IT
TALL HAVE A PERIMETER DIMENSION OF AT LEAST 4" AND
)T GREATER THAN 6-1/4" WITH A MAXIMUN CROSS
CTION OF DIMENSION OF 2-1/4" EDGE SHALL HAVE A
NIMUN RADIUS OR 0.01 INCH.
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