HomeMy WebLinkAboutfinal addition 7600 Brigagdoon Place REVISIONS:
XX-XXX
12 12 12
4 F- 4/12 ROOF 4�4/12 ROOF 4
4/12 ROOF PITCH BREAK
12 12 4/12 ROOF r 1
4 14 4� 3/12 ROOF 4' 4' U
APPROVED NORIZ. VINYL SIDING
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Permit pending see notes. 4/12 ROOF d
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also require an Expansion for Non conforming permit by Q w
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RIGHT EL EVATION 1/8 -1 -0 SEPARATE PERMITS FOR: ELECT, PLUMB. MECH. L=
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12 4/12 ROOF
41 ROOF VENTS AS REQ'D. �4
12 4'
Verify proper footing width and depth to support 214 This project may be only for shell framing and windows
unknown floor and roof load . calculations will be according to contractor.
based on roof hip/girder and footing disance 4'
location. Footings may need to be sized by a
design professional.
Tempered glass per r308 2020 IRC. W
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IR ELEVATION 1/8'=1'-0' Lu
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APP4OX. HIP GIRDEItLOC. i APPROX. NIP GIRDER LOC.
Smoke detectors in each i 12 4/12 ROOF
sleeping room and on each level i 41 12
of the house per R314 i 14
CO detection per R315
2020 IRC.
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DATE:
PLAN NOTE: \ / I 2/16/2023
EXISTING STRUCTURE t CONDITIONS WERE FRONT ELE Y AT IOI�I 1/4'-1�_0' FILE":
INTERPRETED FROM SKETCHES AND FIELD 23-012
MEASUREMENTS 5Y OTHERS. 1160 SQFT. MAIN LEVEL - EXISTING SHEET
ACTUAL STRUCTURE E CONDITIONS MAY VARY S68 SQFT. UPPER LEVEL - ADDITION
FROM THAT SHOWN.GENERAL CONTRACTOR
IS RESPONS15LE FOR VERIFYING ACTUAL 2128 SQFT. TOTAL ABOVE GRADE
EXISTING CONDITIONS. OF 4
REVISIONS:
XX-XXX
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Protect under stairway with min. 1_L1 °
Hand rail 1/2 drywall
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• ROOF ABOVE
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(2)2x10 FLUSH BEAM SOLID
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III IS'FLR TRUSSES
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Providega minute fire rated door
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IIII �i iiii PROVIDE R30(MIN.) FG.
III ij�jji BATT INSULATION 0
II1FLOOR SPACE ABOVE
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34'-4' I'-8'
DATE:
PLAN NOTE: 2/16/2023
EXISTM STRUCTURE t CONDITIONS WERE IN LEVEL LANtFILE":
INTE TEED FROM SKETCHES AND FIELD F 1/4 -I -0
23-012
MEASUREMENTS BY OTHERS. NEW STUD WALLS 1160 SQFT. EXISTING SHEET
ACTUAL STRUCTURE t CONDITIONS MAY VARY
FROM THAT SHOWN.CsENERAL CONTRACTOR EXISTING STUD WALLS
IS RESPONSIBLE FOR VERIFYING ACTUAL 2
EXISTING CONDITIONS.
OF 4
REVISIONS:
XX-XXX
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4'-2'
0 ROOF
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W�PER ROOF T1110"
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Window fall protection per R312. 1 �� 2'4xb'S
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N 6'-2,II 2'4xb'S Ceiling access min ---0 a III
nl In 22 x30 I nl
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5'Ox5'0 SLIDER 2'6x1'6 TRANS. 2'6x1' TRANS. 5'Ox5'0 SLIDER
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1'-0' 1'-9' 2'-3' 2'-3' 2'-1' 5'-2'
4'-10' 12'-2' O
34'-0'
UFFER LEVEL FLAB 1/4'=1'-0'
968 SQFT. ADDITION DATE:
PLAN NOTE: 2/16/2023
EXISTM STRUCTURE t CONDITIONS WERE FILE":
INTE TED FROM SKETCHES AND FIELD 23-012
MEASUREMENTS 5Y OTHERS. NEW STUD WALLS SHEET
ACTUAL STRUCTURE t CONDITIONS MAY VARY
FROM THAT SHOWN.CsENERAL CONTRACTOR EXISTING STUD WALLS
IS RESPONSIBLE FOR VERIFYINCs ACTUAL
EXISTINCs CONDITIONS.
OF
REVISIONS:
XX-XXX
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ROOF CONSTRUCTION:
• PREMANUFACTURED ROOF
TRUSSES-ENGINEERED BY
SUPPLIER-PROVIDE ENERGY HEEL
• R4g BLOWN FIBERGLASS INSULATION
• 1/150 ROOF VENT AT SOFFITS, 1/150
VENT AT RIDGE
• AIR CHUTE AT EACH TRUSS SPACE 12
• 1/2' ROOF SHEATHING 41 4/12 ROOF GIRDER ROOF TRUSS
• 15* ROOFING FELL
• ICE 4 WATER MEMBRANE APPLIED
24' PAST EXTERIOR WALL
• VERIFY SHINGLES 12
SOFFIT / FASCIA: ROOF TRUSSES m 24' O.C. 49 OWN INSULATION �4
•VERIFY SOFFIT 4 FASCIA
V
2'-0'
WALL CONSTRUCTION:
• HOUSE WRAP � MODIFIEp EXISTING
';
• 1/16' OSB SHEATHING ROOF TRUSSES
• 2x6 STUDS 9 16' O.C. 6 EXTERIOR WALLS
• 2x6 4 2x4 STUDS g 16' O.C. a INT. WALLS 0 r------------- -- - -
• WINDOWS PER SPECS. cA „---'; --------
• R-21 Fj3. GATT INSULATION �`-==1 i i 15'-6' a I II
• 4 MIL POLY VAPOR BARRIER n�
• 1/2' GYPSUM BOARD
RIM AREA CONSTRUCTION: Q 3/4' TiG
• CLOSED CELL SPRAYED FOAM INSUL.
(R21 MINIMUM) s RIM AND CANTS. Q i lY
PROVIDE R30(MIN.) F.G. i �u STAIR INFORMATION cA
� r (3)2x12 STRINGERS(OR EQUAL)
BATt INSULATION 192 O.C. 0
�' ' e 10' TREADS+I' NOSING
N FLOOR SPACE ABOVE �! 1x8 RISERS
w i i 3/4' T 4G
Provide 5/8" type X gypsum board in
2x10 JOISTS
garage ceiling with living area above 0 16 O.C.
per table R302.6 2020 IR!��3
Or . 6
table 302
rovide min 1/2" drywall on garage walls supporting living oDRAIN TILE
rea per R302.6 2020 IRC.
CRO55 5ECTION 1/4'=1'-0'
DATE:
2/16/2023
FILE*:
23-012
SHEET
4
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