HomeMy WebLinkAboutS100Genesis Design, Inc.
5859 Courtyard Crescent
IndianapoGs� Indlana A6234
Telephone: 317 432 8169
djdixon@genesisdeslgnlnc.us
Archltecture
Engineering
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C3fOMATICS
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RELEA5E0 FOR CONSTRIICTI�N
Su6jec��o compliance with allregula�ions
of S�a�e antl Local Codes
City of Carmel
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DATE: 06�� 7�20
ROOF FRAMING PLAN Q
SCALE: 1/4"=1'-0"
Pv� No�s:
1. SEE �RAWING SQO� FOR GENERAL NOTES AND �ESIGN LOMS.
2. PROVIDE ROOF TRUSSES AT 24" O.C. AS SHOWN (U.N.O.). TRU55 BEARING
ELEVATION = 108'-11". BEARING ELEVATIONS ARE REFERENCED FROM FIRST
FLOOR SIAB EL. 100'-0". COORDINATE 7RUSS PROFlLES WITH ARCHIIECTURAL
DRAWINGS.
3. ALL EX�ERIOR BEARMG WALLS SHALL BE 8" CMU WITH (1)-M4 AT 48 O.C.
SEE ARCH. �WGS FOR BLOCN IYPE, COLOR AN� INSUlATION.
4. ROOF DECKING SHALL BE 19/32", APA RATED, EXTERIOR GRADE PLriY00D.
STAGGER END lAPS AND PROVIDE PANEL CLIPS AT SIDE lAPS. SEE PLTNOOD
NOTES ON DRAWING 5000 FOR ATfACHMENT REQUIREMENTS.
:B WOOD ROOF
SEE PIAN
(ttPICAL)
FOUNDATION PLAN *
SCALE: 1/4"=1'-0"
PIAN NOTES:
1. SEE 5000 FOR GENERAL NOTES AND DESIGN LOA�S.
2 FINISHED SLAB ELEVATION IS REFERENCED AT ELEVATION 100'-0".
SEE CIVIL DRAWINGS FOR USGS FlNISHED SlAB ELEVATION.
3. TOP OF EXTERIOR FOOTING ELEVATION (T/F) SHALL BE AT 98'-8°
UNLE55 NOTED OTHERWISE ON PLAN.
4. FOOTING SHALL BEAR BELOW FROST LINE. TOP OF FOO7ING
ELEVATIONS ARE BASE� ON A FINAL GRADE WITHIN 6" OF 7HE
riNisHEo sue E�vaTioN.
5. CONCREfE SIAB SHALL BE 4' THICK REWFORCED WITH
6x6-W1.4xW1.4 W.W.R. PIACE SlAB ON 6', MINIMUM, COMPACTED
STONE BASE SEE ARCHITECTURAL DRAWMGS FOR TOP OF VAPOR
BARRIER OR RETARDER REQUIREMENTS.
6. SEE ARCHITECNRAL AND PLUMBING DRAWINGS FOR FLOOR DRAINS,
RECESSED SLABS, AND SLOPED FLOORS.
Z FOR ttPICAL MASONRY NOTES AND DETNLS, SEE SHEET SS01.
TE SlAB. SEE
OTE 5. (ttPICAL)
REfE FOOTING. SEE
�NS. (IYPICAL)
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FOUNDATION & ROOF
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